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HomeMy WebLinkAbout43128-Z �oyOS�FPO( Town of Southold 3/27/2021 $ P.O.Box 1179 0 53095 Main Rd p1*%i ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41912 Date: 3/27/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 18915 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 51.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/27/2018 pursuant to which Building Permit No. 43128 dated 10/12/2018 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: single-family dwelling with unfinished basement as applied for per ZBA#6750,dated 6/19/2014. The certificate is issued to Barsi C LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0030 1/20/2021 ELECTRICAL CERTIFICATE NO. 43128 3/3/2020 PLUMBERS CERTIFICATION DATED 3/24/2021 Pete S ltz klu"hibing& Auohzgna ure o�gUt,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co oy • 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#: 43128 Date: 10/12/2018 Permission is hereby granted to: Barsi C LLC 456 W 19th St Apt 2E New York, NY 10011 To: demolish existing dwelling and accessory shed and construct new single-family dwelling as applied for per DEC Non-Juridiction letter, ZBA, Trustees & SCHD approvals. At premises located at: 18915 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 51.-1-15 Pursuant to application dated 8/27/2018 and approved by the Building Inspector. To expire on 4/12/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,590.40 CO -NEW DWELLING $50.00 OLI N $292.80 otal: $1,933.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWNHALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: `��/ }^ s oc�,���e� ��� Sc,_,P,-Q ,1JY / 7� House No. Street Hamlet Owner or Owners of Property: /V%�:n P- b e-S,, Suffolk County Tax Map No 1000, Section 05-1 Block j Lot / S_ Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ant Signature ®�aOF SOU�g®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 Southoldd,,NY 11971-0959 sean.deviin@ y'town.southold.n us � � ®2911tl m a9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barsi C LLC Address. 18915 Soundview Ave city.Southold st: NY zip: 11971 Building Permit# 43128 Section. 51 Block 1 Lot- 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 14 Bath Exhaust Fan 5 Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 58 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceding Fan Combo Smoke/CO 4 Transformer Step Lights 17 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 51 4'LED Exit Fixtures Pump Other Equipment- Garbage Disposal, Fridge, Oven, DW, W/D, Micro, Hood, Gas Cooktop, Warming Drawer, Wine Fridge, 40 Circuit Panel Notes: Wired New House Inspector Signature: Date: March 3, 2020 S.Devlin-Cert Electrical Compliance Form.xls F Town Hall,Ann= Telephone(631),765-1801 54375,Main Road V.- Fax(631),765-9502 P.O,.B4Dx 1179 CAO Southold,NY 11971-0959 BUMDING DEPARTMENT 'TOWN,OF,SOUTHOLD CERTIFICATIGN Date: BuildiAg Permit No. Owner ��A 0 , L ,(Please prixd) Plumber: scu"A;-K' -)k (Please print) - I certify that dw•solder used in the water supply system-contains less than V10,of I% lead. (P umbers-Signature) ;Swam to before-me this day of 2qaD- NO'r' REWDA sCHULTZ ARY PUBLIC,STATE C* Notary Public, 4UG-ou lity R" ,NEW vo 8,00 N6-01 !"M VO Otiffed In 142338 COM County, 23, SOF SOUL # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 0�' 765-1802 INSIfECTION' [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rAlt2 k4e� l lqw� V) lrl'&/ --tO , il(vtok r L DATE INSPECTOR OF SOUjyO # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS T,�2 DATE 1 INSPECTOR 7-) SOF SO(¢?, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: O DATE °I INSPECTOR OF s 0(/T�°� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INISPECT'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ZRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rf*v 0 vv�3- DATE INSPECTOR OF SO(/l !�� ti��a yO� # # TOWN OF SOUTHOLD BUILDING DEPT. coom, 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: DATE712,-,� INSPECTOR J *OFSOUT # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ZFRESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL) CODE VIOLATIO [ LKIN(G REMARKS: '��i1�m _ J DATE V' INSPECTOR I # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATI N [ ] FRAMING /STRAPPING [A/FINAL 'e [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIFE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ `] CAULKING _ REMARKS: [ w� �0 �- pj�W444t� SLrO/ S ` w' 'd -9�11 % -lh f�r► � t w �Uf/v 24-04 f6lool., DATE 027 0o INSPECTOR OESOUIyO� - l �/- /9 q/S- J ebli�Lap # * TOWN OF SOUTHOLD BUILDING DEPT. �ycnurm��' 765.1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL { ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- PLECTRICAL (FINAL) Haupiici [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ;rig le On tv e tovb-e al.-we o 07 J Ye,1"-dW DATE INSPECTOR �"` Mix "LLumar Safety and Secu Film Testing Matri Uumai Method Human Impact -ANSI Z97.1 B Class B Class B Class A,B 2(B)2 Glass Side ASTM F1642 SP-A,WG,6.57 psi,Very Low Hazard DP-A,WG,6.57 psi,Low Hazard Low Hazard;(D)Very Low Hazard; IS016933 (E)Low Hazard SP-A,Gullwing,7.74 psi,All 3 samples(E)Low Hazard Windstorm* PA-201/202/203 SP-A,WG,Level C,80 psf ASTM E1886 DP-T,WG,Level C,50 psf ASTM E1996 SP-T,WG,Small,53 psf Forced-Entry EN 356 SP-A, 2A,Impact Glass Side NFPA-101 Fire ASTM E-84 Class A Class A Class A Class A Protection Rating I *Results tested, order pre-2018 safety film constructions for blast and windstorm projects. Blast Test Result Designations: Glass Type,Attachment System,Blast Pressure inpsi,Hazard Level psi~pounds per square inch Windstorm Test Result Designations: Glass Type,Attachment System,Max Wind Load,Missile Type psf~pounds per square foot Glass type abbreviations Attachment system abbreviationsSP-A Single-pane annealed glass DL Daylight film application,noattachment SP-T Single-pane tempered glass xvs Structural silicone caulking,wet-glazed DP-A Dual-pane annealed glass oPT Dual-pane tempered glass Referenced Standards/Test Method ANSI 'American National Standards Institute ASTM American Society for Testing and Materials CFR Code of-Federal Regulations(United States) [PSC Consumer Product Safety Commission [N European Standards GSA General Services Administration |3O International Standards Organization NFPA National Fire Protection Association P4 Miami-Dade VVindburneDebris Test Methods F LLumar Safety and Security Film Testing Matrix 81ast GSA TS-01,ASTM F1642 and ISO 16933 are tests to determine the level of protection provided by window glass when,subjected to blast pressure GSA TS-01 Performance Conditions ISO 16933 Hazard Ratings (ASTM F1642 similar performance conditions) window -~ HH, Bum ~wmr s I--t F3a3b :~.~ PaaH I High fA No Break-1 I Hazard !13 No Hazard' �`� I Zone c Minimal I F 1 I Hazard li �.-.�- `•� E HFtazard ` ThreslmNi IT0.6 m! Air Blast i Co 2.0m � 2.0 ft �� 3.3 ft 6.7 ft VLH veryLaw Low Hazard Low Hazard Zane ! LH ; - Hazard Zone r._._. 76restlald Figure 1. Glazing protection levels based on fragment impact locations. Hazard Hazard rating Definition eating description A No Break The glazing is observed not to fracture and there is no visible damage to Table 1.Glazing protection levels based on fragment Impact locations. the glazing system Performance Protection Hazard Description of Window Glazing Response B- No Hazard The glazing is observed to fracture but the inner,rear face leaf is fully Condition Level Levet retained in the facility test frame or glazing system frame with no breach I Safe None Glazing does not break.No visible damage to glazing and no materiai is lost from the interior surface. Outer leaves from the or frame. attack fare may be sacrificed and may fall or be projected out Glazing cracks but is retained by the frame_Dusting rl-2- Very High None or very small fragments near sill or on floor G Minimal Hazard The glazing is observed to fracture.Outer leaves from the attack fare acceptablemay be sacrificed and may fail or be projected out The inner,tear face Very Glazing cracks.Fragments enter space and land on leaf shall be substantially retained having the total length of tears plus 3a Hiert Low floor no further than 33 ft from the window. the total length of pull-out from the edge of the frame less than 50 per 3b High Low Glazing cracks.Fragments enter space and land on cent of the glazing sight perimeter. floor no further than 10 fl.from the window. Also,there are no more than 3 rateable perforations or indents Glazing cracks.Fragments enter space and land on anywhere in the witness panel and any fragments on the floor between 1 Medium Mediumfloor and impact a vertical witness panel at a distance or and 3 in from the interior face of the specimen have a sum total united of no more than 10 ft.from the window at a height no dimension of 250 mm or less. Glazing dust and slivers are not nater than 2 ft.above the floor. accounted for In the hazard rating. Glazing cracks and window system fails If by design intent there is more than 50%pull-cut but the glazing catastrophically.Fragments enter space impacting a remains firmly anchored by purpose designed fittings a rating of C 5 Low frigh vertical witness panel at a distance of no mute than 10 (Minimal Hazard)may be awarded provided the other fragment It.from the window at a height greater than 2&above limitations are complied with.The survival condition and anchoring Ute floorprovisions shall be described in the test report D Very Low The glazing Is observed to fracture and significant parts are located no Hazard further than 1m behind the original location of the rear face. Parts may be projected any distance from the attack face towards the blast source. Also, theta are no more than 3 rateable perforations or indents anywhere in the vrttness panel and any fragments on the floor between 1 m and 3 m from the interior face of the specimen have a sum total united dimension of 250 mm or less. Glazing dust and slivers are not accounted for In the rating E Low Hazard The glazing is observed to fracture but glazing fragments or the whole of the glazing fall beyond 1 m and up to 3 m behind the interior face of the specimen and not more than 0,5 m above the floor at the vertical witness panel. Also,there are 10 or fewer rateable perforations in the area of the vertical witness panel higher than 0,5 m above the floor and none of the perforations penetrate more than 12 mm. F I High Hazard Glazing is observed to fracture and there are more than 10 rateable petforaticns in the area of the vertical witness panel higher than 0,5 m above the floor or there are one or mote perforations in the same witness panel area with fragment penetration more than 12 mm_ LLumar Safety and Security Film Testing Matrix Test Method Information and Criteria xt7.i it ANSI Z97.1,CPSC 16CFR1201 and EN 12600:tests to determine if a glass sample provides characteristics to minimize the chance of human injury in case of accidental human impact with glass (see below for weight of impactor, drop heights and other classifications) ANSI Z97.1 100 Ib(45.4 kg) Cat A:48-inch (1219 mm)drop height Cat B: 18-inch(457 mm)drop ht CPSC 16CFR1201 100 Ib(45.4 kg) Cat II:48-inch drop ht CatJ:18--inch drop ht_ EN 12600 50 kg(110 Ib) Class 1-testsample.conforms to the passing-requirementsat•drop-heightsofA90 mm;_450 mm and 1200 mm(47.2-in) Class 2—test sample conforms to the passing requirements at drop heights of 190 mm (7.5 in)and 450 mm (17.7 in) T,ypeB-numerous cracks appear, but the fragments hold together and do not separate 1Atin�dstar�riri Small Missile Impacts—Three separate impacts with ten (10),2-gram,steel balls(to simulate roof gravel),shot at approximately 130 feet per second,88 mph (40 m/s). Level C Impact-4.4 Ib(2 kg),48-inch (1220mm)wood sample,shot at approximately 40 feet per second,27 mph (12.2 m/s). Note:Only a portion of the cyclic loading(to simulate wind) is at the maximum pressure 50 psf—140 mph wind (62.6 m/s), 53 psf—145 mph wind (64.8 m/s), 80 psf— 175 mph wind (78.2 m/s) Forced=Entry EN 356 is a European Standard for glazing to determine ability to withstand an intruder attack.The test uses a steel ball 4.11kg(91b)to represent a manual attack.Three (3 )steel ball impacts per sample,six (6)samples. No impacts can penetrate any sample. 132A-drop height 3000mm (118 inches) NFPAA 61°,Eiri�Pio#ectioriFltatin'a Class A Rating: Flame Spread Index 0-25,Smoke Developed Index 0-450. LLumar Safety and Security Film Testing Matrix All test results are from certified,independent lab testing.Test reports available on request. Samples used for testing were taken from representative product samples and are subject to normal manufacturing variances. Notice:Although the information and recommendations set forth herein(hereafter"Information")are presented in good faith and believed to be correct as of the date hereof, neither Eastman Performance Films,*LLC no any of its affiliates (collectively, "Eastman") makes any representations or warranties as to the completeness or accuracy thereof and assumes no obligation to update any of the information. Information is supplied upon the condition that the persons receiving same will make their own determinations as to its suitability for their purposes prior to use. In no event will Eastman be held responsible for damages or liability of any nature whatsoever,including without limitation, for direct,indirect or consequential loss,business interruption,loss of profits,production,goodwill or contracts,or anticipated savings,resulting from the use of or reliance upon the Information or the product to which theil'nformation refers.No representations or warranties,either express or implied,of merchantability,fitness for a particular purpose,or of any other nature are made hereunder with respect to Information or the product to which Information refers. ©2018 Eastman Performance Films,LLC.Product brands referenced herein with a' or®symbol are trademarks of Eastman Chemical Company or its subsidiaries.All other trademarks are the property of their respective owners.All rights reserved.No liability is accepted for errors.06/18. ry Building Envelope :and Duct Tightness Report 2015]ECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3A Address of Test 18915 Soundview Avenue,Southold Test Date 1/28/2020 Building Permit#: 43128/43127 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 Bast Main Street YCC ID# Huntington,NY 11743 BPI# 631-673-0664 PENN Favilbne Tilitlitness Volume Calculation: Check if Floor Area Oei t Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1st 1094 10937 ❑Sealed Attic 2"d 1203 12032 *T t;on ioned floor area of dwelling Is calculated in 3rd 0 cor lance Ith ANSI Z765,except that conditioned floor Attic 0 area indud areas where the ceiling height is less than S Total Volume 22969 �' CFM @50 pa 937 Air ehang pa 2.45 ^ Code Compliance: Pass D�Ict'Tlihtucss: Post Constructio Test Total ij&eakage System-1: 1st Floor Duct Location_Basement Floor Area 1094 _----y- ------ Leakage CFM @ 25pa 43 CFM/100 ftZ CFA 3.93 Code Compliance: Pass System.-2: 2nd Floor Duct Location Conditioned- ace ....... ................. ...... Floor Area 1203- Leakage CFM @ 25paCFW100 ftZ CFA Code Compliance: -Exempt System-3: Duct Location Floor Area Leakage CFM @ 25paCFM/100 fl?CFA Code Compliance:I N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 1/2812020 Christopher Silvia,Home Energy Solutions �• ` t .r * ' rAgE extNX . '4 ; ! t w ' We IMP* tow a x, •_ �-�...�.-2,-, ♦ '-- ,»-✓� 7!"''-' rte`/!`.. ....,L. '2'x4`""r ��-iii- �." '�"4d=' �.:+� c � r $yn T' i —. 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R- .ix, Po:'HhE. w , , , i , k V* W 'W� ' . -* � A , m:Mpw- c A� �Ah Ott k" 71 In INV 4V -NOW --tv h...r, io �' a., - _� •���\* �,..' --moi '� y� OWL � '.�,..r �......� '...fir •s N� .Y � !h t� . - ncAcc �� 1 ,k x• Aj-.'JA .71 QI r R . ..". .... .- ...E .,.•-:: �. � -. _ ,• _ _ f � . ",i� `lar .•+ . .y,�-• ��s ..�Xy�tsG. ���.�,�+�.i n'A � -����.�c;.p-S� .. y+ T �..� ?%� 8%` ir.: 1•-s-.r !vim -�+ ¢� y, ' ^� 1 � �.�-��.*- ��`-« .:�� � `id' s.'-»•7.,��'.' __ ` � r.�y.-„��� _ - �` � . .... .-• 'AAs �•�` yr • • • • COMMENTS ill mij ai� ,t, _ _ FOUNDATION � . �j S "- ,I ,iVJ FOUNDATION (2ND) PLUMBING WAY, frl fin ZMM WaxI INSULATION . • J. STATE ENERGY CODE HM I 1 M 4 0=10 10 M 11 ME A-Roo ,, r. ., tea."''' i i TOWN OF SOUTHOLD �Gc�l � BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before pplying? TOWN HALL �`t Board of Health ' SOUTHOLD,-NY 11971_ _. _ _ ___ -- -- 4 sets ofBuilding Plans TEL: (631)'765-1802 Planning Board approva r/' FAX: (631) 45-9502 _ _ I Surve `' l 6i�eek. South oldtownnyg ov PERMIT N . - - "•� 77, =Septic Foi7ii 4 - - , �;:' _ - 'l ' • . • r, N.Y.S:D:E.C';�'- Com_ 's Trustees y G.O.Application - - Flood-Permit Examined ,20' Single&Separate Truss Identification Form , Storm-Water Assessment Form ( 2 d Contact: -- Zc 6L approved 20 Mail'to:_13 3 o.---kI Disapproved a/c _ Phone: -L� 3 ©7 7 a Expiration 20 Z-0 i Building nspector AUG 27 2018 'APPLICATION'FOR BPERMIT" 33►?ILnTNG DEPT. ,INSTRUCTIONS a• This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot _plan to scale. Fee according to b• Plot plan showing location of lot and of buildings on premises,'relationship to adjoining premises or public streets or. areas and waterway . • , c. The work covered by this application may not be commenced before issuance of Building Permit. d, Upon approval of this application,the,Building,;nspectorrylill issu�arBuilding Permit to the.applicant. Such a permit l. shal l be kept on the premises available for inspection througliout the work. e.No building.shall be occupied or used,in whole or-,in.part for any purose•what so ever until the,Building Inspector issues:_a Certificate of.Occupancy, f. Every-building permit shall expire if the work authorized has-not commenced within`12'months after the date of issuance or has not been completed-within 18 months-ftorirsueh da`t'e;Ifno-zoning•dmeridments-or'otlh6i-regul'ati'ons affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall,be�required:r; ),i APPLICATION IS HEREBY MADE to-the,BuildirijD,epa'rtinent}for tlia�is'sua'6e-of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,'Suffolk-County,New Y•,prk,and other-applicable Laws;'OrdinanoeS or I Regulations, for the construction of buildings, additions, or alterations or for-removal'or_demolition as herein,described..The , applicant agrees to comply with all applicable laws, ordinances, building code,housling code, and regulations, and to admit authorized inspectors on premises and in building for necessary,inspections. G (Signatare4o(applicant or nam if a corporation) e r-- to-,. . l.y, Z/-7 G'V (Mailing address of applidant)' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As oll-or lairled),,,• ' . If app lica s a orae%„� ;gp �b�`�`••t rp o.�,,y��i{'y�.`.a_ture:,of duly autho 'ze®d officer (Na e 4nd title of 66tp6r`fte offi. i Builders License No. T — H Plumbers License No. Electricians License No. '7`0 cam_ Other Trade's License No. Location of land on which proposed work will be done: Pi louse Number Street Hamlet 'All my Tax Map No. 1000 Section ( 'S 1 Block / Lot /S' 2. State existin use and occ-4 an , o remises and intended'use and occupancy of 'ro osed construction: g _ P� .Y ,p p Y P P a. ' Existing use,and occupancy. b. Intended'use-and occupancy, a 3. Nature of work(check which applicable):New Bi&d'ing Addition Alteration Repair 'Removal- , Demolition s Other Wo �G OL ral - escriptzo 4. Estimated CostS3 9-60 Fee (To be paid on filing this application) 5. If dwelling, number of.dwelling units Number of dwelling units on each floor If garage,.nurrbe` r of cars- 6. ars6. If business, commercial or mixed occupancy, specify nature and.extent of each type of use. 7. Dimensions of.existing structures; if any: Front Rear Depth .Number of Stories Dimensions of same structure with alterations,or additions: Front - .Rear Depth i Height Number of Stories"-} i. — 8. Dimensions of entire new construction: Front Rear Depth Height •,Nurnber,Qf�,fofiLs, 9. Size of lot: Front Rear Depth 10. Date of Purchase 12 0 2— Name of Formeir SC_ A 11. Zone or use district in which premises are situated N. • , 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 4, - 13. Will lot beire-graded?.YESNO Willrvexcess fill be:fenioved from'preziuse's? YES NO /�• " �s4.'Address 13 V t10 2`�'�§1 �Y6,-3 CR-'o � 14. Names o f Owne'r'of premises ►` . � . �i1l�lione,No. . C Name of-Architect A n� ,Address' �`c.�.,..Q„zQ, uS4_ Phone No gL-7 y 2.�.$.-C 2s'3 Name of Contractor`Zo��. l3 L G- C6►,r Address ('1%ll v- .IT�Y :Phone,No, 3 L Z 43.- 0�� 15 a. Is this property within 100 feet of a tidal wetland.or a freshwater•wetland? *YES. NO. * IF YES,:S;OUTHOLD.TOWN:TRUSTEES-&;D:E.,C-RtRMITS•MA:Y BE-REQUIRED.-, b. Is this property within 300,feet',of a,'tiddl wetland?'*=YES"a4e,�'"'NO' * IF YES, D.E.C. PERMITS-MA 16. Provide survey, to scale, with accurate foundation plan and distanees to'•property lines.` 1 17. If elevation;at any,pont on pra iorty i��at-,,-10'fedt•or below, must provide topographical data on survey. 18. Are there';any covenants and restrictions with rdspect to this property? * YES NO_� * IF YES',-PitOYIDE A COPT. , = STATE OF NEW YO SSS: . . . _ ` . � . _ _ . , .. . <' . ,• , , COUNTY OF _,lyeing dul3�`stivo'rn,deposes and-sa-yYs that rrs)he'i the applicant G�NNIE f�.BUNCH (Name oti individual signing contract)•`abbve4j.ain6d; Notary,Publie,State of Nese York .No.01'608186050 (S)He is the QuaNfied In.Suffolk County (Contractor,Agent, Corporate Officer, etc.) on xpir , of said owner or owners, and is duly authorized to perform or have perforrneckhe said work.and to make and file this,application; that all statements contained in this application are*true to the best of his knowledge and belief;andSfliat the work will be performed in the manner set forth in the application tiled therewith:" _" v S orn before me th' _day of 2010 r, t 4 _ k Notary Public ature of Applicant BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �*Of SO(/lyo 53095 Main Road • P.0 Box 1179 Eric Dantes 1p Southold,NY 11971-0959 � �Gerard P.Goehringer Office Location:C102 _4c Town Annex/First Floor.Capital One Bank George Horning ® i� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ��yCOUNN Southold,NY 11971 http://southoldtown.northfork.net E E[V D ZONING BOARD OF APPEALS 4- " TOWN OF SOUTHOLD JUL ' 1 2014 Tel.(631)765-1809 •Fax (631) 765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION S .thold Town Clerk MEETING OF JUNE 19,2014 ZBA FILE: 6750 NAME OF APPLICANT:Nitin P. Desai&C. Barsi, LLC SCTM# 1000-51-01-15 PROPERTY LOCATION: 18915 Soundview Avenue(adj.to Long Island Sound), Southold, NY SEORA 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 22, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 27, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is located in the R40 zone district and is non-conforming with 29,373 sq. ft. of which 19,194 sq. ft. is buildable area. It is improved with a one story frame dwelling and accessory shed and gazebo, these structures are to be removed. It has 100.00 feet along Soundview Avenue, 202.79 feet along the western property line, 100.96 feet on Long Island Sound and 302 51 feet along the eastern property line as shown on the survey dated October 25, 2013, last revised April 9, 2014, prepared by Saskas surveying. BASIS OF APPLICATION- Request for Variance frorn Article XXII Section 280-116 and the Building Inspector's March 25, 2014, amended March 31, 2014 Notice of Disapproval based on an application for building permit for demolition of an existing single family dwelling, sheds and gazebo, and construction of a new single family dwelling, accessory garage and accessory in-ground swimming pool, at; 1) less than the code required setback of 100 feet from the top of bluff for the accessory in-ground swimming pool. RELIEF REQUESTED- The applicant requests a variance to construct a proposed 16 foot by 32 foot in-ground swimming pool at 75 feet frorn the top of the bluff where the code requires a minrmurn setback of 100 feet from the top of the bluff, as shown on the Survey/Site Plan prepared by David Saskas, L.S., last revised April 9. 2014 to show building to be removed. ADDITIONAL INFORMATION: The existing one story dwelling and one story frame building exist within the 100 foot top of bluff setback and are proposed to be demolished and removed A new two story dwelling and Page 2 of 3—June 19,2014 ZAB96750—.Desai/Barst SCTM#1000-51-1-15 detached one story garage are proposed at code conforming top of bluff setbacks. This proposed redevelopment of the parcel will bring it into more conformity with the code. Suffolk County Soil and Water was requested to conduct an evaluation of the parcel with respect to the proposed construction and, in a letter dated June 12, 2014, it had stated that it had found the property suitable for the current proposal. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 5,2014 at which time NArltten and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. In-ground swimming pools are characteristic to this residential neighborhood and the two adjoining parcels each have an in-ground swimming pool with non- conforming top of bluff setbacks. 2. Town Law §267-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The new dwelling is proposed at a code conforming 100 foot top of bluff setback, therefore any proposed construction between the new dwelling and the top of bluff will require a top of bluff setback variance. If the applicant were to move the proposed pool, new dwelling and garage to the south so that the proposed pool could have a conforming top of bluff setback, then the proposed garage would require a front yard setback variance relief of approximately 25 feet or 62%, which would be more substantial than the requested top of bluff setback variance for the proposed in-ground swimming pool. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 25%relief from the code. However, the design of the overall site redevelopment will provide an improvement to the physical and environmental conditions through a net reduction in the property's existing degree of nonconformance with respect to the top of bluff setbacks of the existing dwelling and frame building. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)M(5). The difficulty has been self-created Because the property could be redeveloped without the benefit of an in-ground swimming pool, the variance relief necessitated by the proposed pool is self- created. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing an in-ground swimming pool having a 75 foot top of bluff setback. while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION 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 Schneider, seconded by Member Goehringer, and duly carried,to GRANT the variance as applied for, and shown on the Survey/Site Plan prepared by David Saskas, L.S., last revised April 9, 2014 to show building to be removed CONDITIONS: 1. A 15 foot wide Non-Turf Buffer shall be installed as per the Survey/Site Plan 2. Pool mechanicals shall be placed is a sound deadening enclosure. Page 3 of 3—June 19,2014 ZAB06750—Desai/Barsi SUM41000-51-1-15 3. Drywell for pool de-watering shall be installed. 4. Construction methods shall follow the recommendations described in a letter from Suffolk County Soil & Water dated June 12,2014. That the above conditions be written into the Building Inspector's Certificate of Occupancy, is-hen issued Any deviation frons the survey, site plan and/or architectural drmi,mgs cited in this decision will result in delays and/or a possible dental by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board- Ayes. Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dances This Resolution was duly adopted(5-0). 1 Leslie Kanes Weisman,Chai person Approved for filing 1-1/ a /2014 Michael J.Domino,President r3f S0UTy0 Town Hall Annex John M.Bredemeyer III,Vice-President �� lQ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams ��l Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9222A Date of Receipt of Application: April 20, 2018 Applicant: Nitin P. Desai & C. Barsi, LLC SCTM#: 1006-51-1-15 Project Location: 18915 Soundview Avenue, Southold Date of Resolution/Issuance: May 16, 2018 Date of Expiration: May 16, 2020 Reviewed by: Board of Trustees Project Description: Demolish and remove existing one-story, single-family dwelling, 1-story frame building and shed, gazebo, concrete surface, and sanitary system; construct a new two-story, single-family dwelling located ±100' from bluff crest; install a drainage system of leaders to gutters to drywells to collect roof runoff; and install a septic system, detached garage, and driveway to be located outside Trustee jurisdiction. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Saskas Surveying Company, P.C., dated March 27, 2018 and stamped approved on May 16, 2018. Special Conditions: Existing privet hedge to be maintained to no shorter than 3' in height. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees Glenn Goldsmith,President �QF.SO Ur Town Hall Annex Michael J.Domino,Vice-PresidentQ� yof® 54375 Route 25 John M.Bredemeyer III l�tt P.O.Box 1179 Southold,New York 11971 A.Nicholas Krapski G Telephone(631) 765-1892 Greg Williams ��`o �0' Fax(631)765-6641 3 BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD JAN 1 7 2020 CERTIFICATE OF COMPLIANCE # 1672C Date: January 13, 2020 THIS CERTIFIES that the demolition.and removal of existing one-story sin le-family dwelling, 1-story frame building and shed gazebo concrete surface and sanitary sem; construct a new two-story,single-family dwellin lg ocated±100'from bluff crest-,install a drainage system of leaders to gutters to drywells to collect roof runoff,• and install a septic system,,detached garage,and.driveway to be located outside Trustee jurisdiction; At 18915 Soundview Avenue, Southold Suffolk County Tax Map#1000-51-1-15 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 20,2018 pursuant to which Trustees Administrative Permit#9222A Dated May 16, 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of existing"one-story single-family dwelling_ 1=story frame building and shed, gazebo. concrete surface and sanitary system,• construct a new two- stbry,single-family dwelling.located±100' from bluff crest; install a drainage system of leaders to gutters to drywells to collect roof runoff,• and install a septic system detached garage and driveway to be located outside Trustee jurisdiction- The certificate is issued to Niti i P.Desai& C. Barsi,LLC owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation _ Division of Environmental Permits, Region 1 50 Circle Road, SUNY @ Stony Brook, Stony Brook, NY 11790-3409 taboo Phone: (631)444-0365 • Fax: (631)444-0360 Website: www dec.ny LETTER OF NO JURISDICTION April 15, 2014 C. Barsi LLC Nitin P. Desai c/o Kartik Desai, OOA/Agent 456 West I& Street, Apt. 2E New York, NY 10011 Re: Application#1-4738-04333/00001 18915 Soundview Avenue, Southold SCTM#1000-51-1-15 Dear Sirs: L Based on the information you submitted, the Department of Environmental Conservation has determined that the referenced property that is landward of the topographic crest of the bluff at elevation 50, as shown on the survey prepared by Saskas Surveying last revised 2/21/14, is beyond Tidal Wetlands Act(Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the (i.e. a 15' wide construction area) or erecting a jurisdictional boundary and your project r' temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Permit Administrator _-cc:__ En-Consultants BOH-TW File I �p� COGy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o • g Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4, a0�` Telephone (631)765-1802-FAX(631) 765-9502 1 Temporary Certificate #_!!C5' Date H)4 V, 7i f 2019 Customer Name LGe- Electrician Name f�"► T Cj Address ��/!� J�� �t �� Phone — e-mail o&t—rkGGD e-mail NTK,5Mr1C Phone License# 3 700 Size lo'00 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This v ' . ation is valid to 0 the date above. Authorized by ��1fFal,gC BUILDING DEPARTMENT- Electrical Inspector goy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main RoadF—PP Road --PPBox 1179' -3 Southold, New York 11971 Telephone (631) 765-1802 - FAX ( Ty' . ) 765-9502 roger richertPtown.southolUs MAY 2 9 2099 APPLICATION FOR ELECTRICAL INSPECTION �. �--- Date: �z REQUESTED BY: Company Name: /"1 Name: �'! •`l/z�- License No.: email: Address: Phone No.: r ® � JOB SITE INFORMATION: (All Information Required) Name: c / 327/ E Address: <✓ �� Cross Street: % �v �- Phone No.: 3 l -7T ® .2®7 `7 "� �" ell Bldg.Permit#: / 2 E email: 134L6_( Qr C �'• �r��vr` Tax Map District: 1000 Section: S- / Block: / Lot: r� BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle ,All That Apply: YES / NO Rough In Final Is job ready for inspection?* Do you need a Temp Certificate?: T NO Issued On Temp Information: (All information required) Ea '2��1 Ph 3 Ph Size: A # Meters Old Meter# ire Reconnect- Flood Reconnect- Service Reconnected Undergrou d -Overhead d Laterals 1 2 H Frame Pole Work done on Service. Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form-xis �r�n , �, ySFFUL,�C DImo;' _ , -` -- ��BUILDING DEPARTMENT-Xect Inspec 13 TOWN OF SOUTHOLD MAY 2 9 T Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Te[lphone (631) ,765-1802 - FAX (631) 765-9502 *-Droger richertptown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION r-- Date: S- "?,rz REQUESTED BY: Company Name: Name: License No.: 1`7 700 email: ec 4 Address: � % S ll `Q Phone No.: - 2 © - JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: /']%. �� e "7? 3 ® 20-2 Phone No.: G' BIdg.Permit#: email�: Tax Map District: 1000 Section: S-/ Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) L �:o � -�- Circle All That Apply= - � � � �: YES /(0 Rough In Final Is job ready for inspection. Do you need a Temp Certificate?: ( 'NO Issued On All information required) Temp Information: { 4 S ice Size'2oa Al Ph 3 Ph Size: = # Meters .� '•,-Old Meter# New Service - ire Reconnect- Flood Reconnect- Service Reconnected Undergrou d -Overhead E ound Laterals 1 2 H Frame Pole Work done on Service. Y N Additional Information: PAYMENT DUE WITH APPLICATION �y � b 1 1.� 82-Request for Inspection Form-xis 7 z--� PERMIT# -Z21 Address: Switches Outlets r i G FI's Surface 1 •�� — Sconces f HH's II� UC Lts Fans Fridge HW Exhaust Oven of&k\f 'Dryer OA- Smokes DW Service Carbon Micro Generator Combo I« Cooktop C'l�'�`� Transfer AC 1 AH I Mini d �� .� �•�` I �,�.{'r�� �^ ��^l'g C CP"l'�-rte/ Special: f Comments A. Russell ST�O�IKIM[WA\T]ER Scott � � (A�G]E f �IUEI� C' SUPERVISOR z I��/1(A\lam A\ A SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O� CHAPTER 236 - STORMPVATER MANAGEMENT WORK SHEET AV 9 7 2 n Tg ( TO BE COMPLETED BY THE APPLICANT ) DOES 'I'I-IIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. dEl B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ 'C. Site preparation on slopes which exceed 10 feet vertical rise to 0j ; 100 feet of horizontal distance. ❑ 100 feet of wetlands, beach, bluff or coastal D. Site preparation within 3 erosion hazard area. ' ❑dE.. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of- impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Infgrmation, Date & County Tax Map Number! Chapter 236 does not apply to your project. M *ems:`-%,.k,`,t`ws�5 �'srr4. you-answered YES to one or more of,the,above, please,.submi� �' opaesTMof a Stormy titer Management,Control Planet and a completed Check List Form to the Building Department with your Building Permit Application. - - — -- - - - S.C.T.M. #: 1000 Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,_Other) Distract NAME: o e v (PI 's LD ^40. Section Block Lot a FOR BUILDING DEPARTNI T USE OCL► Contact Inrormation L7 J l C ''J�--��, ll` � oAr\ rd<phane Numb,n ��� ��V//��, ��) Reviewed By: "`��� +� — — — — — — — — — — — — — — — — — — Date: .Ol7 Property Address/ Location of Construction_Work: — - - — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 d°sum CHAPTER 236 (Property Owner,Design Professional,Agent,Con a. r,Other) •• ••• -- ,,�r- 1 -- Stormwater Management Control Plan CHECK LIST NAME: �u L�� S'� 1/`e5� Section Block Lot X S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P L0-- Date: ' * The applicant must provide a Complete Explanation and/or Reason for not providing 631-?73- 'P12 e all Information that has been Required by the following Checklist! i alu Tdephanc Num6en I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a• Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. ) of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. SEDIMENT MW9% e, Limits of Clearing & Area of Proposed Land Disturbance. Shall include but not 6e invite • . f. Existing & Proposed Contours of the Site (Minimum z intervals) A well,maintained Construction Entrance, g. Location of all existing & proposed structures, roads, Wire Backed Silt Fencing,stabilization &:M;Xmn1NGDF1F1 driveways, sidewalks, drainage improvements &utilities. Seeding of exposed and/or inactive so' SOV h. Spot-Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. c^� oS e S 01 c,4— o ��.�'`�N_ �l j. Location of proposed Soil Stockpile Area(s). b— o, 4-, ®. k. Location of proposed Construction Entrance/Staging Area(s). p 1l :.t , 1. Location of proposed concrete washout area(s). )Oro S eel I L L. Ore -Wo ;_It 0. M. Location of all proposed erosion&sediment control measures. � ^0 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Lontact 105 Engineering at 765-1560 before ltem5 requiring details shall include but not be limited to: Backfill, OR Provide Engineer's Certification a. Erosion & Sediment Controls, that the drainage has been installed to Code. b. Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) , d• LeachingStructures (e. . Infiltration basins,swales,etc.) ........... -..._.. ._..._____.....___.._____._.._______..__.__..._._.._._.._.._.__..------__._._..._.. . ...._... _...._ I f)I� f aNGINE:Iftl 4PA SE ONLY Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: I - - - - - - - - - - - - - - - - - - - - - - - — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Departmeizt. I . FORM * SWCP Teck List -TOS MAY 2014 Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 C* Southold, NY 11971-0959 _BUILDI&G- EPARTMENT NOTICE OF UTILIZATION OF TRUSS-TYPE:CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION=AND/OR.;TIMBER CONSTRUCTION Date: 2 . Owner:." Loiat�'on:of Property: 9f �c ,� �,: . , �� Please take notice that the Acl :ek=appli6abl , line): New commerei.4 �r;��resido6il'f,ptruct6ed :- "•Addition toleki rdal-or residential str i i q, Rehabili ii �`foyan existing;=. mmercial or residenttl l°-'structure•, to be.;constr of sO�,performed at the suk�'ect property reference above vui{Mize (check applicable:-Itr o,} cuss,type-ton-ptruction(TT) g . - �Pre-en i ee`re iNQ;= '}cots tr ction M)• ._ . �. ( ,. r,, r Timber construtto1:(T+C ; v. ' in the following location(s) (check$applicableiine)" (% Floor framing, incctu' ding girders and beams (F) Roof framing (R) Floor and roof-framing (FR) _ Signature: Name (person submitting this form): '• - , . Capacity(check applicable,line): a Owner Owner representative TrussRegl5.d6cx Effective 1/1/2015 } F 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 The construction type STROKE designation shall be , .. c61777 6411777 66111777 qV77or 'IV" to indicate the construction classification of the structure under DESIG NATODN FO`R STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION "Fyy FLOOR FRAMING, INCLUDING ® GIRDERS ARID BEAMS' ■ scR�� ROOF FRAMING LU11FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES Edward Armus Engineering, PLLC 36 Deer Run Water Mill, NY 11976 631-804-6267 ed@armusengineering.com Memo To: Town of Southold Building Department From: Edward Armus, PE (Edward Armus Engineering PLLC) CC: File, Date: 9/11/2018 Re: Desai Residence — accessory building Supplemental Code Sheet Information Amanda Nunemaker, Please attached the code,sheets to the permit drawings for the accessory building. Th k u. Edward Armus, PE Edward Armus Engineering, PLLC D 4�; M? K\��:j m, SSP 2 8 2010 Page 1 of 1 ®��pF SOVry�l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �Q l�Comm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 29, 2020 Barsi C LLC 456 W. 19th Street, Apt. 2E New York, New York 10011 RE: 18915 Soundview Avenue, Southold 4 NOTE: Impact glazing information required.i. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. rvey with Health Dept. Approval Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) final Fire Inspection from Fire Marshall. (631-765-1802) lacard VFR required. nergy Test Results and Manuals required. Letter stating soil stabilization has been completed. pray Foam Insulation certification from a NYS licensed architect or ineer BUILDING PERMIT: 43128-Z New Dwelling Engineering: Ed Armus Engineering FwROPQSE0fNON--TURF ' NDWARD FROM Ed Armus,P.E. BI�FFER.1S L 36 Deer Run BLUFF CREST ; Water Mill,NY 11976 'i 3 (631)804-6267 f - t ed@armusengineering.com K Environmental Consultant: MST BUILDING r EN Consulting 1319 North Sea Road r Southampton,NY 11968 MJF# Y.4 i 5�f ;�,' kr:tr (631)283-6360 Robert Herrmann NZ cra"r r xp <:, ' ;; rherrmann@enconsultants.com l 'ttAd..4r`t,�/ti/Wr�Y`�P .d• YrviS; xvx- ,a �AF,P CAT - AW l^`TQUls - .. ..� .A ` � °�a t. — N: ' Y 04 I + ve >OOL SETS K .R QU D EXIST SEPTIC H AC O a a EROSION&SEDIMENT CONTROLS aC .. 4 Shall include but not be limited to: i i A well maintained Construction En .1 �w G Wire Backed Silt Fencing,stabilization a e inactiVe 50#11§; Seeding of exposed an or ;EQUIP m r w to DRAINAGE INOO&S ARE REQUIRED Contact fid§EHkineering at 765-1560 before F Backf'tli,d'k Pfffide Engineer's Certification bmt the drainage has been installed to Code APPR"OVAC OF STOIC TER' 1v#wjEm t COKTRO P N -T n ode h t 236 O � Date: E Q$T WELL Approved y: E No. Issue: Date: 0 Issued For Permit 09.01.2018 48 �CRED ARC` D 1000-51-1-16 PROPOSED WELLm r LOCATION LOT 10001-1-16Lp _ � - �• � 48 038355 yd' r°22'3b%V 100' UTILITY POLE 44 Siteflan N B 43.4 44 A�9,01100 A PAGE 2OF5 13 114 115 •. -iiia/ �:. \_ V VAP8 PATH TO BE MAINTAINED FOR §Tkl,R ACCESS x_ 52 P60L ENCLOSING FENCE 544 S z K 75'SLUFF POOL uETB �- 7�` -4;nr' "•','„>ri �!�'��*�' ,y a�„'-'��} .c Vi�s..,, i:.'� �.; ��t'�+-' r�,4. .,®rrI .�.��:y'?"y%,`t�.Ja�•`5- ME ? r�w,.v•= x edw^.^�,s• ru�.�� �' ''u,�c ;:5+"'�`"�°�„^• � ` 10 A ," .-m " ®r, h-z'" '`Y^"„q' Jr �•`2 �s LIFF S POOL ENCLOSING FENCE ' P z o EQUIP r ;•.; PROP SED'SEPIIC.SEE 5 SURVEY FOR m ".' EPT1C DIMS AND REQ'D SEPARATIONS- -- POOL ENCLOSING CE .'PERV10USVRjkVEL--,:'"' ; An 40'FRONT SETBACK •, ' (ALL STRUCTURE LOT 1000-51-1-14 •S 52 48 { 0 0 EXIST SEPTIC LOT 1000-51-1-15 O O 46,. o N 87°22'3"0"W f7 100' 50.2 SOUNDV WAV 50 48 46 44 9 110 112 113 SURVEYO F PROPERTY SCTM No. 1000-051 - 1 - 15 902p680 Situate Town Of Southold Suffolk County, New York CROSS SECTION OF PROPOSED SANITARY SYSTEM /� NOUSE IR = 20' SCALE: I.. - 40 • FF El. 54* ---------------------------- ----- /Pro o,rd G--- 10' 22.97 AREA TO TIE LINE: 29.373 s q. f t. E1.49.19' 000 Gallon E1.48.,7' o r 0.6743 acres N EL 48.97' Septic Tan" EL 48.25' n 9'Dia.x 12,Deep AREA TO COASTAL EROSION HAZARD AREA LINE: c...Pae1. 19.194 sq. ft. or 0.4406 acres 4 fTE ... .....-.._.�w..� EI.36.59' SUFF01-K- 'MTYDEFARTffULNT OF-GUE XF17SE VICES ZONING DISTRICT: "R-4 Abandonment of existing Sant PERMIT FOR APPROVAL OF CONSTRUCTION FORA g � nim� �� SINGL4 FAMILY RESfDiNCE ONLY comformance with department r�SUbmit Certified only t o : Completed fonn WWM. as p=f w� � NI t 1 n D e s o i DATE RFF. APPROVED LONG ISLAND FORt1?CiR1UM OF� ,� pRppgs Coastal Erosion Hazard Area Line SOUND EXPIRES THREE YEARS FROM DATE OF.APPROVAL From Coastal Erosion Hazard Area Map .._ ..._..-......_,.._..r,� -, Photo #55-579-83 C 89°56'46•E S 79°16'52-E 8.19' /24.61' N J�18�Ez.s STORMWATER RUNOFF CALCULATIONS -- --�(_ N 84_°3114_Ej-738.64' M•ApPj°9VED IN ACCORDANCE WITH//O ARD OF Sc - Prop. Roof Area x 0. 167 3� + a�.��s 7�� F, 115//�_• Sc - 1.678 x 0. 167 © =.9 29.52' Lo RCY� YV DETERMINATION DATED Sc - 280.2 aa.rt. M Provide (2) 8- dio.x 4' deep drywells Z ' To of Bluff 337.9 cu.ft. Providedr L eV1S d Plan w e agar d y,25 2p1J A roved � 71, D W.,:% Indicates proposed d r y w e l l < .------ '- ---------... •••• -•--'o.--L...- .... p�`Z W rn - v 2 20 Existing Lot Covera e: 1.400 sq.ft. (7.29X) Existing Dwelling: 1.033 sq.ft. NOTE: No offsite fill to be trucked n Existing Stairs off House: 39 sq.ft. onto property M Existing Shed: 152 sq.ft. C!J 5 5o Exis g roFrame Bsq.ft. Existing Shedff1 Sty.Fr.BBldg.: 3sq.ft. Permitted Lot Coverage: 3.838 sq.ft. (20X) COVENANTED IS'NDN-TaRr BUFFER ol -Percentages based on Town of Southold Buildable Land Gorebo to be LANDWARD of BLUFF CREST9 (McDonald GeoScience) Removed 1 Fence (Lot area landward of Coastal Erosion Hazard Line - 7) ---- ------- 0.47E pyd . 2013 _(LuER DOH0127B9 PAaE 61 (19.194 sq.ft.)28 s TEST HOLE Elevation: 52.0' Bluff Crest a.per 50 Snskna SurveyingCo.. P.C. 5 Proposed Lot Covera e: 1.760 sq.ft. (9.17X) 0' - 0.5' Mixed sand. loam A gravel Located 9-25-2013 Proposed House: 1.194-sq.ft. 0.5' - 7' Brown sandy silt ML ProPowad 4'Wide c -- ro to be a shed Pro osed Garage: 484 s ft. Path ie 6a MalstaAad Co.tat Erosion azard.�r.o A... 'o be removed Proposed Mechanical Enclosure: 82 sq.ft. pro 7' - 49 Brown s i I t y sand SM for Stair Fenc `+' 5z 2'E 49' - 59' Water in brown silty sand SM APp'oxi°°t•Location or °i `370 �wod lt'o t _ Exi ting Sanitary system w-L Faaoa• 59' - 65' Water in brown fine to medium sand SP ro b. Renoved as per Q•i a fky Yd�w Sned 3.9.w9 U Groundwater a Elev. 3.0' SCDHS Standards _ u) 33.2 m T = I Shed EXCAVATION I 9 ¢ FOR SANITARY52.4*}N a 0, FF N�"' au,. TH DEPARTI -� _Ln Q�w I B - W _ I a � �_ IExis ting/ Story Frame Via co -.- F.nca O Cesspool a'a m to be-Removed o O N A�proxinots Location of ID \\ O O Existing Sant tory System \\ 54.5 I G- 14 m \\ D Loio%onPool \ b 54 ---• \ N Ex"ting - i w! 57.4 22.e• `\ °m an Pro cited Caro.Pad Iropowad I \\ Listing ee of Existing House S A Fawost Ew o.wra S 8► F0d O for Maoha►to�Egwip. �1' k Apprfoximate Location Fence oExisting House 1.0'E Q install: (D 8'dla.x 12'deep COs pool x / x x x \ e (1)1.000 gal. Septic Tan .••-. Approximate Location 1 F.nce t'. oof Existing Hour• Nom TEST be Removed : DW'•' ON O 211.9' ------------------ a b0 Approximate Location,of 139.2' ?.reposed 212.0' Existing Well wdl u7.e y w E T t I�Onrt.away -- f tiepoay 10.2' We" \\ ; , r Land Nor or Formerly of ° r I rrx ----- Land Now or Formerlyof \ Mary Yatrakis pti5 i' I rr .jp0. 18975 Sound View Avene LLC o \ 6 \ 9 j0q / ,I 4e aml-n r r d /0a EEmI i \ W.II r (T Bs ' Abandoned)Fz'sFRf R IFI .e & PrWp ii'd UIRED. ..spool 0.7'W °O< <. I I SUSNIT P.E. OR R.A. CERTIFICATION - I N a7°2 3o w 440.22' =-- 100.00' o FOR INSTALU,TION ANO 30.= -' -___ av r TRUCTION +- 1 . __-e_head44 OF `a rnr S 5 --s Wier_-- 1 FOR FINAL OVAL. USE FM WINM-01`3. S o u n d View q U I 50 Ed-ar Pa,e-nt---- lis apprt chis renewed/ext O indicates set lath. 46 ;4 j I ■ indicates found concrete monument . No Structures ithin150 ? Itlr o indicates found iron rod. • indicates set 12- iron pin . j * indicates utility pole. NO TES: March 27, 2018: Revise proposed house I. Unauthorized alteration or addition to a survey map bearing a licensed land March 20. 2015: Plot neighboring well surveyors seal is a violation of section 7209. sub division 2 of the N.Y. June 18. 2014: Plot proposed pool State Education Law. May 21. 2014: Revise well & sanitary system location 2. Only copies from theoriginal of this survey marked with an original of the April 23. 2014: Revise site plan land surveyor's embossed seal or inked seal shall be considered to be valid Not a valid copy unless marked April 9. 2014: Show building to be removed copies. with original land surveyor s April I. 2014: Revise fill & add dimensions embossed seal Q Signature February 21. 2014: Lath proposed structures 3. Certifications indicated hereon signify that this survey was prepared in February 7. 2014: Proposed site plan accordance with the existingg Code of Practice for Land Surveysadopted by the N.Y. State Association of Frofessionol Land Surveyors. Said certifications December 16. 2013: Proposed site plan shall run only to the person for whom the survey Is prepared. and on his behalf December 3. 2013: Locate neighboring shed to the Title company. governmental agency and Lending Institution listed hereon. October 29. 2013: Test hole and to the assignees of the lending institution. Certifications are not trans ]October 25. 2013: Neiqhboring well & septic info ferable to additional institutions or subsequent owners. 4. Underground improvements or encroachments. if any. are not shown hereon. Surveyed: September 25. 2013 David L. Saskos 5. The existence of right of ways. wetlands and/or easements of record. if any. N. Y. S. L i c. No. 049960 not shown are not guaranteed. 6. All natural features shown on survey. including but not limited to Bluff Crest. S a s k a s Surveying Company, P.C. Clearing. and Wetlands should be verified with the appropriate regulatory agency. AA.,alkV, 124 Cedar Street East Hampton . New York 11937 7. Elevations shown are based on USC & GS datum. (NAVO 1988) SUR V E Y 1 N G (631 ) 324-6917 FAX 329-4768 SURVEYOF PROPERTY SCTM No. 1000-051 - 1 - 15 902p68D Situate Town Of Southold Suffolk County, New York SCALE: F = 40 ' AREA TO TIE LINE: 29.373 sq. ft. or, 0.6743 acres " AREA TO COASTAL EROSION HAZARD AREA LINE: /� �� p. 19.194 sq. ft. or 0.4406 ocres ( p A E ZONING DISTRICT: "R-40 " S Certified o n l y t o : Nltln Desol Coastal Erosion Hazard Area Line From Coastal Erosion Hazard Area Map LONG ISLAND Photo #55-579-83 SOUND S 89°56'46'E S 79°16'52'E _ -- 8.19' 24.61' 42•18'E N 843114_E��--38.64 ;Mean Hiqh Water 29.52 Located 9-25-2013 Toe of Bluff Located 9-25-2013 ......... ....... .. .... (McDonald GeoSciencel ""' Fence meq® TEST HOLE 0crabe%28 28. 2.0' 0.4'E Elevation: 52.0' Bluff Crest as per Sack s Sureyng Co.. P.C. 0' - 0.5' Mixed sand. loam & gravel Located D 25-2013 ____.2t" I 0.5' - 7' Brown sandy silt ML Coastal E�osio�H�=ard 7' - 49' Brown silty sand SM Fence v 1.2'E 49' 59' Water in brown silty sand SM �x 59' - 65' Water in brown fine to medium sand SP 0 Groundwater m Elev. 3.0' 9' o c a Q Eav, O X o wN <-oiW O V� W Cesspool d nj Abp`oximate Location of m O Exi ting Sanitary system Locotxo poo I Q gxfdm9 0 a, rn Approximate 4 Location 0 of Existing House 24.9' House Under Construction 210' Approximate Location Fence 0,Existing House 1 I1J.o'E � k "max A to Location N N TEST pof Existing House o nO HOLE+ avZ 6 B d�O Approximate Location of 10.6' Existing Well Oa0 ° GUarnderage B O Well 1: Construction Well AND FORMERLY NOW OR OF m O W IYtARY YA LAND Now OR FORMERLY OF T �� ^ 16975 SOUND VIEW AVENUE LLC Ood 7) W O W C n, m LVA b Set Benchmark v Cy�Uj Ele ation 54.0' Well Fence o0 2.8'S Cesspool 0.TW ;W W oxo -x N 87°22'30-W 440.22' 100.00' c�� Z cn a Overhead Wi iii •-1 ter SOUND VIEW AVENUE indicates set stake. -_ Edge of Pavement �'�--�� 0 indicates set lath. 0 i n d i ca t e s found concrete monument . No structure, within 150' O indicates found iron rod. • indicates set 12" iron pin . O indicates utility pole. December 13, 2018: Under construction November I. 2018: Stake house & garage NOTES: August 2. 2018: Add proposed swimming pool March 27. 2018: Revise proposed house I. Unauthorized alteration or addition to a survey map bearing a licensed land March 20. 2015: Plot neighboring well surveyors seal is a violation of section 7209. sub division 2 of the N.Y. ,lune 18. 2014: Plot proposed pool Stare Education Law. May 21, 2014: Revise well & sanitary system location 2. Only copies from the or incl of this survey marked with an ori incl of the April 23. 2014: Revise site plan g q Not a valid co unless marked land surveyor's embossed seal or inked seal shall be considered to be valid Py April 9. 2014: Show building to be removed copies. with original land surveyor's April I. 2014: Revise fill & add dimensions P embossed seal & Signature P February 21. 2014: Lath proposed structures 3. Certifications indicated hereon signify that this survey was prepared in February 7. 2014: Proposed site plan accordance with the existing Code of Practice for Land Surveys adopted by the N.Y. State Association of Professional Land Surveyors. Said certifications December 16. 2013: Proposed site plan shall run only to the person for whom the survey, Is prepared, and on his behalf December 3. 2013: Locate neighboring shed to the Title company. governmental agency and Lending institution listed hereon. October 29. 2013: Test hole and to the assignees of the lending Institution. Certifications are not trans October 25, 2013: Neighborinq well & septic info ferable to additional institutions or subsequent owners. 4. Underground improvements or encroachments. if any. are not shown hereon. Surveyed: September 25, 2013 David L. Saskas 5. The existence of right of ways, wetlands and/or easements of record. if any, N. Y.S. L i c. No. 049960 not shown are not guaranteed. 6. All natural features shown on survey. includinq but not limited to Bluff Crest. Sa s k a s Surveying Company, P.C. 124 Cedar Street Clearing. and Wetlands should be verified with the appropriate regulatory agency. East Hampton . New York 11937 7. Elevations shown are based on USC & GS datum. (NAVD 1988) S U R V E Y I~N G (631 ) 324-6917 FAX 329-4768 SURVEY O F PROPER T SCTM No. . No. RIO- 14-0030 902p68D SCDHS Ref. No. R10- 14-0030 Situate IRL IVED Town Of Southold Suffolk Count k ` Y• New York NOV 0 5 2020 _ � � ,`'`• _ L' !�, I F, SCALE: 1" = 40 ' AREA TO TIE LINE: 29,373 s q. f t.SUFF. CO. HEALTH SERVICES MAR - 2 2021 or 0.6 7 4 3 acres OFFICE OF WASTEWATER MGT. AREA TO COASTAL EROSION HAZARD AREA LINE: 19,194 sq. ft. or 0.4406 acres ZONING DISTRICT: "R-40 " TIES TO SEPTIC SYSTEM A B LONG ISLAND S Tj 13.2 47.8' SOUND CP 14.7' 64. 1 ' Certified only to : S 89°56"46-E S 79°16'52-E _ 8.19" 24.61' N i t i n Desai _11 N 7 '42'18*E 84°31 N .14_ff-38.64' Mean Higgh Water 29.52 Located 9-25-2013 - Toe of Bluff Located 9-25-2013 +--� .,,"'j,1.Y. .. ,pia:._ " SERVICES ...................................... Ll1.I �L�'�t .+J�'.I Y V r; ��._.v 1 O. {i�P1�Za Coastal Erosion Hazard Area Line .,/6! (,4• , ��; Yr.Jk';^RKSFOR From Coastal Erosion Hazard Area Ma P,rr'Fst E- Photo #55-579-83 P E,d !' r..w t t'E:�;D�iy::E• ~IAN 1 0 2D21t1c",r�, LL -00 I t =Hon have Caen incf,. The scwaga dispv 4� sa.a'11!YJ:aiE'rL':a,+��lc,.,i.i��S c3.'coli$ v a v (McDonald Go oScience) +0 October 28. 2013 insp.` zd and10f C�'TI',t.ad by uii9(;-Psrtme t OL Ct:II'Br c nC7Lsei and found TEST HOLE Elevation: 52.0• t�s8ti5�2Ctory FOR A M�11V1U F,,�.�. B'' OCNa 0' - 0.5' Mixed sand. loom 6 gravel 4E Bluff Crest as per w 0.5' - 7' Brown sandy silt ML Saakas Surveyyingg Co..P.C. Located B-ZS-2013 -,-,....•---4`"...- "... ""��( '�y '•,t� �'" "� 7' - 49' Brown silty sand SM '�- t 49' - 59' Water in brown si I ty sand SM I ' Coastal Erosion Hazard Area Line Fen rn++n':•^ °'�;+-I^q, ,Pn�w �•ro� Ca *s 59' 65" Water in brown fine to medium sand SP 4 a Sw' x.-Lx Fence ��i^ Groundwater a Elev. 3.0' Fence x-x-x-x-x- I4, 0w° si•:'ie.aa 0.v+u On Line I x- ...1 1 1 `� I Shed p J V 9 �p0 N I ®oa 7 / o-c 1 f ND i°u. .x I i WN N t0 F.- I I V O I O Cesspool O.B'W \•l II o o a o N A proximaro Location of 7 m O Existing Sanitary System 30.8.1 - I I �C:ITI l DW% roxina of I:DW �o�ationpool Existing I I I °-2219•--- Approximate D ❑••-IS.T' Location j Heater of Existing House Fence Fence 2 Story frame I 0.5'WLb 0.2'W Dwelling c x _ Q Approximate Locationx ® �x Fence of Existing House 1 q B 1.0'E _--}24.6' , / _ x Approximate Location NN l•CP ST TEST Existingg Limits��r`� of Existing House Ob o' HOLE of Clearing 'fib O ' ---------- Approximate Location of fi O Existing Well •�yyy O O ? I Dn..al Framer 10.4 Vl Well ;ti ni + Y Garage 1 We// AND NOW OR FORMERLY OF m O I ______ I LAND NOW OR FORMERLY OF 4 MARY YATRARtS � r i _ ' I 18975 SOUND VIEW AVENUE LLC r I Zzw Well Fence I I o0 u 2.8'S I z w Cwupool 0.7'W I w I o r o Well -x N 87°22'30"WJL 440.22' c 4 10 LOT COVERAGE OF BUILDABLE LAND: Q v`V U/, Existing Lot Coverage: 2.432 sq.ft. (12.67X) D VIEW Permitted Lot Coverage: 3.838 sq.ft. (20X) AVENUE -Percentages based on Town of Southold Buildable Land (Lot arealandward of Coastal Erosion Hazard Line Edge of Poremenr--- (19.194 sq.ft.) No Structures within 150' A indicates set stake. O indicates set lath. ■ indicates found concrete monument . o November 2, 2020: Water line indicates found iron rod. September 19. 2020: Plot fence • indicates set 12" iron pin . January 29. 2020: Final rD indicates utility pole. March 7. 2019: Plot sanitary system & drywells December 13. 2018: Under construction November 1. 2018: Stake house & garage NOTES: August 2. 2018: Add proposed swimming pool March 27. 2018: Revise proposed house I. Unauthorized alteration or addition to a survey map bearing a licensed land March 20, 2015: Plot neighboring well surveyors seal is a violation of section 7209. sub-division 2 of the N.Y. June 18. 2014: Plot proposed pool State Education Law. May 21. 2014: Revise well & sanitary system location 2. Only copies from the origginal of this survey marked with an original of the April 23, 2014: Revise site plan land surveyor's embossedseal or inked seal shall be considered to be valid Not a valid copy unless marked April 9• 2014: Show building to be removed copies. with original land surveyor s April I. 2014: Revise fill & add dimensions embossed seal d signature February 21. 2014: Lath proposed structures 3. Certifications indicated hereon signify that this survey was prepared p February 7. 2014: Proposed site plan accordance with the existing Code of Practice for Land Surveys adopted by the y P P N.Y. State Association of Professional Land Surveyors. Said certifications December 16. 2013: Proposed site plan shall run only to the person for whom the survey Is prepared. and on his behalf December 3. 2013: Locate neighboring shed to the Title company. governmental agency and Lending Institution listed hereon. October 29. 2013: Test hole and to the assignees of the lending Institution. Certifications are not trans- October 25. 2013: Nei hborin well & septic info feroble to additional institutions or subsequent owners. 4. Underground improvements or encroachments. if any. are not shown hereon. Surveyed: September 25, 2013 David L. Saakas 5. The existence of right of ways. wetlands and/or easements of record. if any. N. Y.S. L i c. No. 049960 not shown are not guaranteed. 6. All natural features shown on survey. including but not limited to Bluff Crest. Sa s k a s Surveying Company, P.C. Clearing, and Wetlands should be verified with the appropriate regulatory agency. . . 124 Cedar Street New York 11937 East Hampton . 7. Elevations shown are based on USC 6 GS datum. (NAVO 1988) S U R V E Y I N G (631 ) 324-6917 FAX 329-4768 R703.7 MA ONRY VENEER;WALL 11ES: 1"DI TAN E BETWEEN VENEER AND SHEATHING MAXIMUM INSTALL i� GENERAL NOTES R319.1.4 FOUNDATION WOOD GIRDERS: WOOD GIRDERS SEATED IN EXTERIOR FOUNDATION WALLS TO HAVE NO.22 U.S. GAUGE X 7/8"CORRUGATED SHEET METAL TIES SPACED NOT MORE THAN 24"O.C. NAILING SCHEDULE MINIMUM 1/2"AIR-SPACE ALL SIDES OR ENDS WRAPPED WITH ALUMINUM FLASHING. NEW YORK STATE RESIDENTIA-CODE:ONE AND TWO FAMILY DWELLINGS HORIZONTALLY AND VERTICALLY AND WITHIN 12"OF WALL OPENINGS. CONNECTION FASTENING TYPE 8319.3 FASTENERS FOR PRESSURE TREATED WOOD:HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, R703.8 BRICK FLASHING: INSTALL FLASHING UNDER FIRST COURSE ABOVE FINISHED GRADE. IMMEDIATELY 1.JOIST TO SILL OR GIRDER 3-8d TOENAIL R301.2.1.1 WIND DESIGN CRITERIA:THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN SILICONE BRONZE OR COPPER OR 1/2"DIAMETER STEEL BOLTS. - - ••••' DESIGNED TO RESIST HORIZONTAL LOADS ASSOCIATED WITH 130 MPH WIND LOADS FOR EXPOSURE B IN ACCORDANCE ABOVE FL4SHING PROVIDE WEEP HOLES 33"O.C.MAXIMUM 3/16"DIAMETER IN WYTHE OF WALL. 2.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL WITH MANUAL(ASCE 7)"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE R401.4 FOOTINGS:SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL WITH A R801.3 ROOF DRAINAGE: IF EXPANSIVE OR COLLAPSIBLE SOILS EXISTS,ROOF DRAINAGE TO DISCHARGE 3.SOLE PLATE TO JOIST OR BLOCKING 3-16d at 16"O.C. FACE NAIL EDWARD ARMUS RESISTED BY EXTERIOR PLYWOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BOARD. SEE WALL MINIMUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLASS D OR MINIMUM S-0"FORM HOUSE OR TO AN APPROVED DRAINAGE SYSTEM. 4.STUD TO TOP PLATE 3-8d OR 2-116d TOENAIL ENGINEERING, PLLC N DETAILS FOR NAILING AND CONNECTORS. BETTER PER TABLE 1615.11 OF NYS BUILDING CODE. FOOTINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, 8802.3.1 WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE,THE RIDGE FORMED BY THESE RAFTERS 5.STUD TO SOLE PLATE 3-8d OR 2-16d TOENAIL EDWARD ARMUS, PE COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,ASOIL TEST BY AAPPROVED AGENCY SHALL S PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS AT PARTICULAR SHALL ALSO BE SUPPORTED BY A RIDGE GIRDER AND RAFTERS SHALL BE DESIGNED IN 6.DOUBLE STUDS 10d AT 24"O.C. FACE NAIL 36 DEER RUN R301.2.2 SEISMIC EXCEPTION:ONE&TWO FAMILY DWELLINGS IN SEISMIC CATEGORIES B AND C AND TOWN HOUSES ACCORDANCE WITH TABLE R802.5.1 (2)USING THE"RAFTER SPAN ADJUSTMENT FACTOR". LOCATED I SEISMIC CATEGORY BARE EXEMPT FORM SEISMIC REQUIREMENTS. FOUNDATIONS TO BEAR ON SOIL OF LOCATION. 7.DOUBLE TOP PLATES 10d AT 24"O.C. FACE NAIL WATER MILL, NY 11976 SITE CLASS D OR BETTER FOR DWELLINGS TO BE SEISMIC CATEGORY C. R802.6 BEARING ENDS OF RAFTERS AND CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2"OF BEARING. 8.TOP PLATES,LAP AND INTERSECTIONS 2-10d FACE NAIL 631-804-6267 R402.2 CONCRETE:A MINIMUM COMPRESSIVE STRENGTH IS REQUIRED AT THE FOLLOWING LOCATIONS AS R301.4 DESIGN LIVE LOADS: DETERMINED BY TABLE R402.2(SEVER WEATHERING COLUMN),PROVIDE 5%AIR ENTRAINMENT IN ALL 9.CONTINUOUS HEADER,TWO PIECES 16d AT 16"O.C.ALONG EACH EDGE FACE NAIL 8802.8 BLOCKBETWEEN 2"X 12"CEILING JOIST AT SUPPORTS TO PREVENT ROTATION. CONCRETE. TOENAIL 8301.6 EXTERIOR BALCONY: 60 PFF 10.CEILING JOISTS TO PLATE 10d WOOD DECK: 40 PSF BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF R802.9 TRIMMER JOIST: SINGLE HEADER AND TRIMMER FOR OPENINGS UP TO 4,-0"AND DOUBLED OVER 11.CONTINUOUS HEADER TO STUD 3-8d � TOENAIL U240 ATTICS WITH STORAGE: 20 PSF ABOVE GRADE FOUNDATION WALLS,VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF 4'-0"UNLESS OTHERWISE NOTED ON PLAN. CONNECT WITH HANGERS FOR HEADER JOIST SPANS T U360 FLOOR (NOT BEDROOMS): 40 PSF PORCHES AND GARAGE SLABS: 3500 PSF 6'-0"AND GREATER. 12.CEILING JOISTS,LAPS OVER PARTITIONS 4-8d FACE NAIL U360 BEDROOM FLOORS: 30 PSF 13.CEILINGS JOIST TO PARALLEL RAFTERS 3-10d FACE NAIL U180 ROOF 45 PSF(GROUND SNOW LOAD) R405.1 FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION,RETAINING EARTH AND ENCLOSE R905.2.6(2)ASFHALT SHINGLE ATTACHMENT: STRIP SHINGLES SHALL HAVE A MINIMUM OF 6 FASTENERS PER o U240 ATTICS WITH FIXED STAIRS: 30 PSF HABITABLE SPACE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND-GRAVEL MIXTURE SHINGLE. FASTENERS TO BE MINIMUM 12 GAUGE SHANK WITH 3/8"MINIMUM DIAMETER HEAD TO 14.RAFTER TO PLATE 3-10d TOENAIL SOIL PER GROUP 1 SOILS,TABLE 8405.1. 8310.2.2.4 MAXIMUM DEAD LOADS: PENETRATE THROUGH SHEATHING. APPLY 2 LAYERS OF FELT WITH ROOF PITCHES UP TO 4:12. 15.BUILT-UP CORNER STUDS 2-16d 24"O.C. ROOF/CEILING: 15 PSF 8406.1 DAMPROOF/WEATHE RP ROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM 8905.2.7.1 ICE PROTECTION: ICE BARRIER REQUIREMENTS PER TABLE 8301.2(1),IF APPLICABLE:INSTALL PER 16.ROOF RAFTERS TO RIDGE,VALLEY,OR HIP 4-16d TOENAIL FLOOR: 10 PSF THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" MANUFACTURER'S SPECIFICATIONS AT ALL EAVES TO A POINT AT LEAST 24"INSIDE EXTERIOR WALL 3-16d FACE NAIL EXTERIOR WALL: 15 PSF PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE LINE ANDAT ALL VALLEYS. 17.RAFTERS TIES RAFTERS FACE 3-8d FACE NAIL THE EDUCATION LAW OF THE STATE OF NEW INTERIOR WALL: 10 PSF DAMPROOFED WITH A BITUMINOUS COATING,3 POUNDS/SQUARE YARD OF ACRYLIC MODIFIED YORK PROHIBITS ANY PERSON FROM CEMENT, 1/8"COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM C887. CONCRETE WALLS 8905.2.7.2 UNDERLAYMENT: INSTALL UNDERLAYMENT WITH CORROSION RESISTANT FASTENERS PER 18.SUBFLOOR TO FRAMING 8d COMMON 6"O.C.AT EDGES, 12"O.C.INT.SUPPORTS ALTERING ANYTHING ON THE DRAWINGS DEFLECTION TABLE 8301.6 SHALL BE ED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMPROOFING MATERIALS TO MANUFACTURER'S SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 36" 19.WALL SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES, 12"O.C.INT.SUPPORTSAND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS IT'S UNDER THE ALLOWABLE DEFLECTION OF STRUCTURAL R THE EXTERIORIOR OF THE E WALL. O.C. 20. ROOF SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES, 12"O.C.INT.SUPPORTS(SEE NOTE B) DIRECTION OF A LICENSED PROFESSIONAL STRUCTURAL MEMBER DEFLECTION ALLOWABLE R406.3.2 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO HEIGHT OF V-O" ENGINEER,WHERE SUCH ALTERATIONS ARE R905.9 BUILT-UP ROOFS: MINIMUM SLOPE 1/4"PER FOOT(2%)FOR DRAINAGE. 21.GYPSUM WALLBOARD 5d COMMON 4"O.C.AT EDGES,8"O.C.INT.SUPPORTS MADE,THE PROFESSIONAL ENGINEER MUST ABOVE FOOTING FOR WELL DRAINED SITES,OR 1/2 THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SIGN,SEAL,DATE AND DESCRIBE THE FULL Rafters having slopes greater than 3/12 U180 SITES. COVER POROUS FILL WITH STRIPS OF 30 POUND ASPHALT PAPER OR 6-MIL POLYETHYLENE R1001 MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACCORDANCE WITH CODE SECTION NOTE A: NOTE B: EXTENT OF THE ALTERATION ON THE with no finished ceiling attached to rafters TO PERMIT WATER SEEPAGE AND AVOID FINE SOIL INFILTRATION. ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT NAILS FOR ATTACHING ROOF SHEATHING TO INTERMEDIATE DRAWING AND/OR IN THE SPECIFICATION 81001.1-R1003.13. (NYS ED.LAW SECTION 7209-2). Interior walls and partitions H/180 WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SUPPORTS SHALL BE SPACED 6"O.C.FOR MINIMUM 48"DISTANCE 8406.3.3 BACKFILL: REMAINDER OF EXCAVATED AREA ABOVE POROUS FILL SHALL BE BACKFILLED WITH R1004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH UL127 LABELING ON EQUIPMENT PER SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING FROM RIDGES, EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE Floors and plastered ceilings U360 SAME TYPE SOIL REMOVED DURING EXCAVATION. BACKFILL NOT TO BE PLACED AGAINST WALL UNTIL YIELD STRENGTHS AS FOLLOWS:80(KSI)(55 MPA)FOR SHANK END WALL FRAMING. All other structural members U240 WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION CODE M1303&M1414.1 AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EXTERIOR AIR INTAKE FROM EXTERIOR OF DWELLING"OR FROM SPACES WITHIN THE DWELLING VENTILATED WITH DIAMETER OF 0.192"(20d COMMON NAIL),90 KSI(620 MPA)FOR SHANK Exterior walls with plaster or stucco finish H/360 8404.1.7. OUTSIDE AIR SUCH AS CRAWL OR ATTIC SPACES". GARAGE AND BASEMENT EXCLUDED FROM OUTSIDE DIAMETERS LARGER THAN BUT NOT LARGER THAN .1. AND Exterior walls-wind loads with brittle finishes U240 AIR SOURCE. CHASES SHALL BE FIRE STOPPED AT EACH FLOOR AND CEILING AND INSULATED Exterior walls-wind loads with flexible finishes U120 FEET OF EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18"X 24", 100 KSI(689 MPA)FOR SHANKK DIAMETERS OF 0.142"OR LESS. 8408.1 CRAWL SPACE VENTS:PROVIDE 1 S.F.PER S.F.OF FLOOR AREA. INSTALL VENTS WITHIN 3 THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATION. NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER UNLESS MECHANICAL EQUIPMENT LOCATED PROVIDE A 22"X 30"ACCESS OPENING PER SECTION M1305.1.1 FURNACES IN CLOSETS: TO HAVE A MINIMUM 30"CLEARANCE IN FRONT OF UNIT FOR SERVICE. NOTE: L=SPAN LENGTH,H=SPAN HEIGHT M1305.1.4. CLOSET WIDTH TO BE MINIMUM 12"WIDER THAN FURNACE AND 3"MINIMUM CLEARANCE AT BACK A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENTAND CLADDING LOADS FOR THE R502.6 BEARING ENDS OF JOIST,BEAMS OR GIRDERS SHALL HAVE MINIMUM 1 1/2"OF BEARING ON WOOD AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO REMOVE LARGEST APPLIANCE BUT PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. AND METAL AND 3"MINIMUM ON CONCRETE. JOIST FRAMING FROM OPPOSITE SIDES OVER BEARING NOT LESS THAN 22"X 30". FOR APPLIANCES LOCATED IN ATTIC,INSTALL SWITCH OPERATED 1 SUPPORT MINIMUM LAP 3"MINIMUM(3)10D FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2"X 2". LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURER'S INSTALLATION 1 NAILING SCHEDULE INSTRUCTONS. R303 (1)HABITABLE ROOM VENTING:WINDOW OPENING MINIMUM 4%OF FLOOR AREA OR MECHANICALLY VENTED 3 1 h ZONE 1 ZONE 2 ZONE 3 8502.7.1 JOIST BRIDGING: ONLY JOIST EXCEEDING 2"X 12"ARE REQUIRED TO BE SUPPORTED LATERALLY PRODUCING 0.35 AIR CHANGE PER HOUR EXCEPT BEDROOMS AND FINISHED BASEMENTS. AT MID SPAN BY SOLID BLOCKING OR DIAGONAL BRIDGING(WOOD OR METAL)AT INTERVALS NOT M1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO BE ELEVATED 18"MINIMUM AND 2 4' FIELD $"O.C. 12"O.C. 12"O.G. EXCEEDING 8'-0". ENGINEERED JOIST BRIDGING PER MANUFACTURER'S INSTALLATION PROTECTED FROM IMPACTED BY VEHICLE. 1 1 2 (2)HABITABLE ROOM LIGHTING:GLAZING MINIMUM 8%OF FLOOR AREA OR ARTIFICIAL LIGHT OF 6 FOOT CANDLES REQUIREMENTS. 2 PANEL EDGES 4"O.C. 6"O.C. 6"O.C. AT 30"ABOVE FLOOR. M1501.3 CLOTHES DRYER DUCT: NOT TO EXCEED 25'(EXCLUDING TRANSITION DUCT)AND REDUCED 2 1/2' 1 1 R502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION R502.8.1 AND FIGURES FOR EVERY 45 DEGREE BEND AND 5'FOR EVERY 90 DEGREE BEND. INSTALL BOOSTER FAN FOR 4' 4' R303.8 HABITABLE ROOM HEATING:CAPABLE OF MAINTAINING MINIMUM 68 EGRESS AT A POINT 36"ABOVE FLOOR ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COMPLY WITH CODE SECTION COMPONENT AND CLADDING LOADS AND 24"FROM EXTERIOR WALL. ALLR508. SECTIONS 02.7R80F .1 FOR JOIST, RAFTERS AND BEAMS/8602.6 FOR STUDS/UFACR602. .1 FOR M1501.1 LISTED AND LABELED IN ACCORDANCE WITH UL2158A. EXHAUST DUCT SIZE SHALL COMPLY WALL PLATES/8602.7 FOR HEADERS AND FIGURE 8602.6(1)AND(2). FOLLOW MANUFACTURER'S 4' 8305.1 MINIMUM CEILING HEIGHTS:7'-6"MINIMUM IN HABITABLE ROOM. MINIMUM BASEMENT HEIGHTS:7'-0" SPECIFICATIONS FOR ENGINEERED WOOD PRODUCTS. WITH CODE SECTION M1501.2. MINIMUM,6-8"UNDER GIRDERS,DUCT,ETC. R502.12 DRAFT STOPPING:INSTALL 1/2"GYPSUM BOARD OF 3/8"PLYWOOD OR PARTICLE BOARD PARALLEL M1506.3 EXHAUST FANS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL EXHAUST CAPACITY OF 50 CFM R308.4(6) GLAZING OF HAZARDOUS LOCATIONS:ALL GLAZING WITHIN 24"OF HINGED DOOR IN CLOSED POSITION TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 1000 SF INTERMITTENT OR 20 CFM CONTINUOUS.OF MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM(MWFRS) GENERAL NOTES CONCEALED SPACE. PROVIDE STOP MATERIAL AT SUSPENDED CEILINGS UNDER FLOOR FRAMING MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT IS 60"ABOVE FLOOR. EVERY 1000 SF OF CONCEALED SPACE. G2426.5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND 3'-0"ABOVE THE HIGHEST POINT WHERE IT PASSES THROUGH ROOF AND AT LEAST 2'-0"ABOVE ANY PORTION OF ROOF WITHIN HORIZONTAL R308.4(10) STAIRWELL WINDOWS:WINDOW SILLS AT STAIR LANDINGS LESS THAN 60"SHALL HAVE SAFETY GLAZING. DISTANCE OF 10'-0". 4G; H 8503.2 SHEATHING:SUBFLOORING 16"O.C.SUPPORT(518")MINIMUM F 8309.1 DOORS FROM GARAGE INTO HABITABLE SPACE:45 MINIMUM FIRE RATED WITH SELF-CLOSING DEVICE. P2801.5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL PANG 24"O.C.SUPPORT(3/4")MINIMUM HAVING A MINIMUM THICKNESS OF 24-GUAGE AND 1 1/2"DEEP AND PROVIDED WITH A DRAIN LINE. E R309.2.1 GARAGE WALLS:5/8"TYPE-X GYPSUM BOARD ON GARAGE SIDE,1/2"TYPE-X GYPSUM BOARD ON OPPOSITE ROOF SHEATHING 16"O.C.SUPPORT(1/2")MINIMUM G TABLE R803.1> 24"O.C.SUPPORT(5/8")MINIMUM WALL SIDE OF HABITABLE AREAS. WALL SHEATHING (1/2")MINIMUM NOTE: CODE LOSECTION 1225.2 CATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED I END ZONE R309.2.2 GARAGE CEILING:5/8"TYPE-X GYPSUM BOARD. SEE NAILING SCHEDULE TABLES R602.3(1)AND(2)FOR FASTENING. ALL ROOF AND WALL IN EACH DWELLING UNIT. THE REQUIRED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE IMMEDIATE R310.1 FINISHED BASEMENT EGRESS WINDOWS SILL HEIGHT MAXIMUM 44"ABOVE FLOOR. PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE,SHALL MEET THE VICINITY OF BEDROOM(S)ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS STANDARDS PS-1,AND SHALL BE TABLE R301.2(1) \ R310.1.1 WINDOW EGRESS OPENING REQUIREMENTS:NET CLEAR OPENING FIRST FLOOR 5.0 S.F.,SECOND FLOOR IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 5.7 S.F.,MINIMUM HEIGHT OPENING 24",MINIMUM WIDTH OF OPENING 20". PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES OF ALL EXTERIOR WALLS. IF PLYWOOD STOPS AT PLATE, THEN PROVIDE SIMPSON LSTA18 STRAPS OF 48" GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM(1,2} WINTER ICE SHIELD FLOOD R310.2 EGRESS BASEMENT WINDOW WELLS:MINIMUM NET CLEAR AREA TO BE 36"X 36". PROVIDE STEPS OUT OF SNOW SPEED DESIGN DESIGN UNDERLAYMENT HAZARDS h O.C.AND CORNERS,NAILED TO STUDS WITH 10D NAILS IN HOLES PROVIDED. CENTER STRAPS ON WEATHERING FROST LINE TERMITE(c) DECAY DS MF C WELL IF BASE HEIGHT TO GRADE EXCEEDS 44". PLYWOOD JOINT. USE LSTA30 STRAP IF PLYWOOD DOES NOT OVERLAP BOTH THE TOP AND BOTTOM LOAD (MPH} CATEGORY(g) DEPTH(b) TEMP(t REQUIRED (h) e��y�Spin SAVE REFERENCE CORNER PLATES OF THE SAME LEVEL. c SEE NOTE SEVERE 36" MODERATE SLIGHT +11 c YES SEE NOTE �qT '� C / R311.3 HALLWAYS:MINIMUM 36"CLEAR WIDTH. 25 130 R3 ( ) Fp AVE HEIGHT 8301.2.2 (h) A EIGHT A 1.ROOF HEIGHT<24 FT. SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK JOINTS TRANSVERSE. 2.3 SEC.GUST WIND SPEED=130 MPH 8311.4.3 LANDINGS AT DOORS: MINIMUM 36"X 36"LANDING REQUIRED IF(3)OR MORE RISERS REQUIRED. IN ADJACENT COURSES:LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY 2a a LONGITUDINAL 3.IMPORTANCE FACTOR"1"=1.00 8311.6 RAMPS:MAXIMUM SLOPE ONE UNIT VERTICAL TO 8 UNITS HORIZONTAL{1 IN 8 SLOPE}. PROVIDE HANDRAIL BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED. FOR SI:POUND PER SQUARE FOOT=0.0479kN/M3, 1 MILE PER HOUR=1,609 KM/H 2a 4.EXPOSURE=B ON SIDE FOR SLOPES THAT EXCEED 1 IN 12. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS;LOCATE END A.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY T SATISFY THE MAIN WINDFORCE-RESESTING SYSTEM LOADING DIAGRAM(MWFRS) R314.1 STAIR:STAIR WIDTH MINIMUM 36"WITH MINIMUM CLEAR OPENING 31.5"WITH HANDRAIL ONE SIDE AND 2T' JOINTS OVER SUPPORTS;STAGGER JOINTS;PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN 578"THICK. WEATHERING INDEX(I.E."NEGLIGIBLE","MODERATE"OR"SEVERE")FOR CONCRETE AS DETERMINED FROM WIND LOAD ROOF VERTICAL LOADS HANDRAIL BOTH SIDES. INTERIOR AND EXTERIOR STAIRS TO BE ILLUMINATED. THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE VELOCITY DIRECTION ANGLE A B C D E F G H R314.2 TREADS AND RISERS:MAXIMUM RISER HEIGHT 1/4". MINIMUM TREAD DEPTH 9"PLUS NOSINGS 314"-1 1/4" ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 3/4"UNDERLAYMENT BOARD DETERMINED FROM ASTM C34,C55,C62,C73,C90,C129,C216 OR C652. TRANSVERSE O'TO 5' +22.$ -11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 130 MPH MAXIMUM. OPEN RISERS NOT PERMITTED ON RISES GREATER THAN 30". MAXIMUM 3/8"TREAD AND RISER OR OTHER APPROVED EQUAL,OVER SUBFLOOR,FLOORS TO BE COVERED WITH OAK FLOORING, B.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE 8403.1(1). THE LONGITUDINAL ALL ANGLES +22,$ -11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 VARIANCE WITHIN STAIR RUN. MINIMUM TREAD WIDTH6"ON WINDERS. GRANITE OR CERAMIC TILE SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW WIND LOAD ROOF MAX.HORIZONTAL WALL LOADS FINISH GRADE 8602.3.2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 24". C.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","SLIGHT TO MODERATE",OR VELOCITY DIRECTION ANGLE 1 E 4E 1 4 8311.5 STAIR HEADROOM: MINIMUM 6'-8"MEASURED VERTICAL. "NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE HAS BEEN A TRANSVERSE 070 5' +17.3 -13.4 +12.7 -10.3 R311.5.6 HANDRAILS:PROVIDE 34"-38"HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAYS WITH 2 OR MORE 8602.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5"MAXIMUM UNDER BEARING MEMBERS UNLESS(2) HISTORY OF LOCAL DAMAGE. 130 MPH LONGITUDINAL ALL ANGLES + 2"X 6"OR(3)2"X 4"PLATES ARE INSTALLED. D.THE JURISDICTIONS SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVER","SLIGHT TO 17.3 -13.4 +12.7 -10.3 RISERS. MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER R312 GUARDRAILS:PORCHES,BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED R602.8(1-5)FIRE BLOCKING: FIREBLOCK ALL CONCEALED DRAFT OPENINGS(VERTICAL AND HORIZONTAL) THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. WITH 36"HIGH RAILINGS,BALUSTERS NOR TO ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOOD E.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED BATTS OR BLANKETS SECURELY RETAINED IN PLACE PER SECTIONS R602.8(1),(1.1)AND(1.2). MAP[FIGURE R301.2(4)]. WIND EXPOSURE SHALL BE DETERMINED ON ASITE-SPECIFIC BASIS IN CLIMATIC AND GEOGRAPHIC DESIGN DATA R313.1 SMOKE ALARMS:INSTALL SMOKE ALARMS IN ALL BEDROOMS AND IN IMMEDIATE VICINITY OUTSIDE OF ACCORDANCE WITH SECTION R301.2.1.4. BEDROOMS. INSTALL ONE SMOKE ALARM ON EACH LEVEL INCLUDING BASEMENT. INTERCONNECT ALL ALARMS. R702.3/TABLE 702.3.5 GYPSUM BOARD: INSTALL OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING F.REFER TO TABLE N1101.2"WINTER DESIGN DRY-BULB TEMPERATURE COLUMN. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER Uj STRIPS @ 24"O.C.MAXIMUM. PREVENT EXPOSURE TO WEATHER. ATTACHING GYPSUM BOARD TO G.THE JURISDICTION SHALL FILL THIS PART WITH THE SEISMIC DESIGN CATEGORY DETERMINED FRO SECTION SNOW SPEED(MPH) DESIGN DESIGN WOOD FRAME AS FOLLOWS(UNLESS NOTED OTHERWISE). SCREWS SHALL BE TYPE S OR W AND R301.2.2.1. LOAD &EXPOSURE CATAGORY WEATHERING FROST LINE TERMITE DECAY TEMP. 8313.5 AUTOMATIC SPRINKLER SYSTEM: BUILDINGS HAVING S HEIGHT OF 3 STORIES SHALL BE EQUIPPED WITHPRINKLER SYSTEM IS REQUIRED WHEN FIRST STORY PENETRATE WOOD 5/8"MINIMUM, 12"O.C.FOR CEILING AND 16"O.C.FOR WALLS. NAILING TO H.THE JURISDICTION SHALL FILL THIS PART OR THE TABLE(a)THE DATE OF THE JURISDICTION'S ENTRY INTO DEPTH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH A CEILING WOOD FRAME TO BE 7"O.C.AND 8" OR FOR O.C.AT WALLS. THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OO IS BASEMENT WHERE THE FINISHED FLOOR ABOVEE BASEMENT A SENT IS: 130 mph MANAGEMENT OF FLOOD HAZARD AREA),(b)THE DATES OF THE CURRENT EFFECTIVE FIRM AND FBFM,OR 25 1. MORE THAN 6 FEET ABOVE GRADE FOR 50%OR MORE psf 3 sec.gust B SEVERE 36 in. MODERATE SLIGHT TO 11 2. MORE THAN 12 FEET AT ANY POINT R703.2 ASPHALT SATURATED FELT: 15 POUND PER 100 SF APPLIED HORIZONTALLY WITH THE UPPER LAYER OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. exp.B TO HEAVY MODERATE 3. MORE THAT 6 FEET ABOVE GRADE PLANS LAPPED OVER LOWER MINIMUM 2". LAP 6"AT JOINTS. 1.SEE FIGURE R301.2(5)FOR GROUND SNOW LOADS. Uj NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER R703.6 EXTERIOR PLASTER(STUCCO): INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH Uj ASTM C926 AND ASTM C1063 AND THE PROVISIONS OF THIS CODE. PREFABRICATED WOOD TRUSS NOTES: R319.1 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVE TREATED. TABLE 703.11 EXTERIOR VINYL SIDING: MINIMUM 0.035 THICKNESS,LAP JOINT 0.120 X 1 1/2"LONG NAILS TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO 0.75"AND HORIZONTAL DEFLECTION SHALL BE NEW CODE DESIGN AND STRUCTURAL INFORMATION OR STAPLES 1 3/4"LENGTH EACH STUD. LIMITED TO 0.50'. 1 -ENCLOSED STRUCTURE R319.1.3 ALL SILLS AND SLEEPERS ON SLAB TO BE PRESSURE TREATED UNLESS IMPERVIOUS MOISTURE BARRIER 2-EXPOSURE B UNDER SLAB IS INSTALLED. (TREATMENT OF WOOD IN ACCORDANCE WITH AWPAC22) 1. EXTERIOR WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-0"IN LENGTH SHALL BE DOUBLE 2X4 3-UP TO 130 MPH WIND ZONE STUD WALLS. 4-DESIGN IS PRESCRIPTIVE TABLE R703.7.3 2. MULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY TRUSS GIRDER. USE SAME 5-ROOF LOADS SNOW(115%)40 PSF LIVE LOAD 20 PSF DEAD LOAD Uj WALL CONSTRUCTION ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER NUMBER OF STUDS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER. DOUBLE 2X4 OR SINGLE 2X6 6-FLOOR LOADS(LIVING AREAS)45 PSF LIVE LOAD 20 PSF DEAD LOAD wa STUDS SHOULD B USED AT INTERIOR BRIDGE WALL SUPPORTING ROOF TRUSSES. 7-FLOOR LOADS(ATTIC/EXTERIOR DECKS)45 PSF LIVE LOAD 10 PSF DEAD LOAD DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6. DRILLING SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES O.OF 1/2"OR EQUIVALENT 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 8-SNOW 9-ALL STRURU PSF)CTURAL LUMBER-PLATES,JOISTS,STUDS, RAFTERS,COLLAR TIES,RIDGES,VALLEYS AND HIPS ARE DOUGLAS FIR#2 OR �® AND NOTCHING OF TOP PLATE SHALL COMPLY WITH SECTION 8602.6.1. A,C(INCHES) ABOVE ABOVE ABOVE REINFORCING BARS B FOLLOWING STANDARDS: ENGINEERED WOOD I-JOISTS A)ANSI/TPI 1"NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". 10-ALL ENGINEERED LUMBER IS INDICATED ON PLANS BY TYPE,MANUFACTURER AND SIZE PROVIDE FIRE BLOCKING AS PER SECTION R602.8. 3 x 3 x 1/4 6'-0" 3'-6" 3'-0" 1 B)TPI HIB"COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INSTALLING&BRACING METAL 11 -FLOOR,WALL AND ROOF SHEATHING ARE CDX FIR PLYWOOD OF THE NOMINAL SIZE GIVEN-FLOOR SHEATHING IS ALWAYS 3/4"T+G,WALL 4 x 3 x 1/4 8'-0" 5'-0" X-0" 1 PLATE CONNECTED WOOD TRUSSES". SHEATHING 1/2"AND ROOF SHEATHING 5/8"PLYWOOD ALL HEADERS,TRIMMERS AND BEAMS RUNNING PARALLEL TO AND UNDER PARTITIONS SHALL BE DOUBLED. 6 x 3 1/2 x 1/4 14'-0" 8'-0" X-6" 2 C}TPI DSB"RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE 12-MANUAL USED-WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS-HIGH WIND 2015 EDITION BRICK IN CHIMNEY WILL BE BONDED WITH A FULL HEADERAT EVERY SEVENTH COURSE. CONNECTED WOOD TRUSSES". 2-6 x 3 1/2 x 1/4 20'-0" 11'-0" 5'-0" 4 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUM DESIGN LOADS: TCLL=32 REFERENCE MANUAL/REFERENCE STANDARD r DESIGN LOAD CALCULATIONS WERE DERIVED BY USING THE LIVE/DEAD/SNOW/SEISMIC/WIND LOADS LISTED ABOVE UNDER STRUCTURAL PSF, TCDL=15 PSF, BCLL=10 PSF, AND BCDL= 10 PSF; PLUS UNBALANCED SNOW LOADING, BRICK OR STONE VENEER TO BE ANCHORED TO FRAME WALL WITH 22 GAUGE X 7/8"GALVANIZED BRICK TIES AT 2'0"O.C, INFORMATION(ABOVE) HORIZONTALLY AND VERTICALLY. SEE FOOTNOTES A,B,C FOR LINTEL INSTALLATION REQUIREMENTS. WIND LOADING AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS ( OVE FOR THE AREA IN WHICH THE RESIDENTIAL STRUCTURE IS TO BE BUILT REFERENCING ALL STRUCTURAL ` I" A. LONG LEG OF THE ANGLE SHALL BE PLACED INA VERTICAL POSITION BUILDING CODE. COMPONENTS TO THE PRESCRIPTIVE ENGINEERING REQUIREMENTS OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY FRAMING NOTES B. DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8 INCHES AND ALL CELLS OF HOLLOW MASONRY TO BE 5. SHOP DRAWINGS AND DESIGN CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF DWELLINGS 2015 EDITION ` GROUTED SOLID. REINFORCING BARS SHALL EXTEND NOT LESS THAN 8 INCHES INTO THE SUPPORT. NEW YORK SHALL BE SUBMITTED TO THE DESIGNER FOR APPROVAL. SHOP DRAWINGS SHALL SHOW THE SEP 2 8 2018 1 -ALL WOOD TO CONFORM TO AITC STANDARDS AND THE NATIONAL DESIGN SPECIFICATION. C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES,OTHER STEEL MEMBERS MEETING STRUCTURAL SPECIE,SIZE AND GRADE OF LUMBER USED ALONG WITH THE MEMBER FORCES,PLATE SIZES AND DETAIL DESIGN REQUIREMENTS MAY BE USED. OF EACH TYPE OF TRUSS PROVIDED. FOUNDATION NOTES 2-ALL WOOD SHALL BE DOUGLAS FIR SELECT STRUCTURAL 92 OR BETTER AND SHALL DEVELOP THE FOLLOWING 6. ALL LUMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FIRST FLOOR IS FRAMED :✓Y' = � '--� � � � • ALLOWABLE STRESSES. 7. CONNECTION PLATES SHALL BE STAMPED FROM 16, 18,OR 20 GAGE,GRADE A,GALVANIZED STEEL. WATERPROOF ALL FOUNDATION WALLS CONCRETE FOOTINGS TO REST UPON UNDISTURBED SOIL UNLESS SUPPORTING SOIL IS LOAM,CLAY OR r . '' Fb=1,450 P.S.I.SINGLE MEMBER BENDING. 8. TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY BOG-IN THIS CASE THE SOIL SHALL BE REMOVED TO ITS DEPTH AND REPLACED WITH ENGINEERED COMPACTED FILL-CONCRETE TO BE 3500 Fb=1.650 P.S.I.REPETITIVE MEMBER BENDING. CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. PSI AT 28 DAYS SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN PRESUMED TO BE 4000 PSI-FOOTINGS SHALL REST ON Fv=95 P.S.I.-HORIZONTAL SHEAR R703.7.2 BRICK AND STONE HAVING AN INSTALLED WEIGHT LESS THAN 40 PSF SHALL BE PERMITTED TO BE 9. TRUSSES SHALL BE INSTALLED PLUMB,ADEQUATELY BRACED,IN THE PROPER ORIENTATION AND SPACING UNDISTURBED SOIL ALL CONCRETE FOOTINGS TO BE MINIMUM 3'BELOW FINAL GRADE AND/OR THE FROST LINE"KEYS"MUST BE CUT IN ALL Fc= 000 P.S.I. COMPRESSIVE PARALLEL TO THE GRAIN. SUPPORTED ON WOOD. SEE SECTION R703.7.2.1 FOR LINTEL SUPPORT BY FRAME WALL,NOT ROOF. SHOWN ON THE SHOP DRAWINGS. FOOTINGS ALL THE TIE OR PIN HOLES IN THE FOUNDATION WALL ARE TO BE PARGED ON BOTH THE INTERIOR AND EXTERIOR SIDES WITH A E=1,,700,000 P.S.I.MODULUS OF ELASTICITY. 10. CUTTING OR FIELD ALTERATION OF ANY TRUSS IS NOT PERMITTED,. WATERPROOF MORTAR-WATERPROOFING SHALL NOT BE APPLIED UNTIL THIS PARGING HAS BEEN INSPECTED IF REQUIRED BY TOWN BUILDING 3-ALL WOOD MICROLAM TO BE ILEVEL TRUS JOIST OR EQUAL. Fb=2,600 P.S.I. E=1,900,000 P.S.I. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CODE R703.7.2.2 BRICK LINTEL SUPPORT BY ROOF CONNECTION: SET STEEL ANGLE DIRECTLY ON MINIMUM 2X6 CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED 4-ALL FLOOR JOISTS TO BE ILEVEL TRUSS JOIST TJI OR EQUAL. ROOF RAFTERS. ATTACH ROOF RAFTERS TO WALL WITH 5/8"X 5"LAG SCREWS TO MINIMUM FOR THE INSTALLATION OF THE TRUSSES. FRAMING NOTES THREE WALL STUDS,REMAINING RAFTERS SHALL BE ANCHORED WITH(2)100 NAILS AT EVERY WALL STRUCTURAL LUMBER AS NOTED-TJI-JOISTS OR#2 DOUGLAS FIR-HEADERS AND STUDS SHALL BE DOUGLAS FIR#2 GRADE OR BETTER 5-ALL TRIPLE AND GREATER LVL STRUCTURAL MEMBERS TO BE THROUGH BOLT CONNECTION. BOLTS TO ASTM STUD SPACING. INSTALL FLASHING AND WEEP HOLES. MAXIMUM HEIGHT OF BRICK VENEER ABOVE FILL IN FOUNDATION WITH CLEAN COARSE SAND IN THE NEW SLAB AREAS-USE WATER AND MECHANICAL TAMPER TO STANDARD A307 (MACHINE BOLTS). BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLTS AND LOCATED 2"FROM LINTEL TO BE: 12'-8",WITH MAXIMUM 7:12 ROOF PITCH. COMPRESS SAND BEFORE POURING SLAB FOUNDATION TO BE BACKFILLED WITH COARSE SAND STEEL THE TOP OR BOTTOM OF THE MEMBER. USE TWO ROWS OF 1/2"BOLTS AT 12" STEEL SHALL CONFORM TO ASTM DESIGNATION A-36 AND SHALL MEET REQUIREMENTS OF THE LATEST AISC CODE CONTINUOUS LOAD PATH STRAPPING UP AND INCLUDING 130 MPH WIND ZONES DAMPROOFING No. Revision/Issue Date USE THE FOLLOWING CONNECTORS UNLESS OTHERS SPECIFIED IN CROSS SECTIONS-ALL CONNECTORS LISTED BELOW VAPOR BARRIER SHALL BE 6 MIL THICK POLYESTER FILM-MASTIC WATERPROOFING SHALL BE TROWELED MASTIC WATERPROOFING ARE SIMPSON Z-MAX MINIMUM-ALL FASTENERS LISTED AS GALVANIZED ARE TO BE HOT DIPPED GALVANIZED-PLACEMENT DEHYDRATIVE#6 PROJECT NO. SHEET OF STRAPS OVER PLYWOOD IS PERMITTED-TO DETERMINE THE CORRECT NAIL SIZE,THE NAIL USED MUST PENETRATE EAEPLLC INTO THE STUD SIX TIMES IT'S DIAMETER-FOR USE OF THE BELOW STRAPING IT IS PASSUMED ALL FIRSTAND SECOND NYS CODE NOTE FLOOR STUDS AND ROOF RAFTERS ABOVE WILL BE IN ALIGNMENT DATE FEB 2018 kawl SCALE THIS DRAWING IS THE PROPERTY OF EDWARD ARMUS ENGINEERING, PLLC AND MAY NOT BE REPRODUCED OR USED WITHOUT A WRITTEN PERMISSION AS NOTED CONTINUOUS RIDGE VENT COBRA RIDGE -COVER W/ ROOF SHEAR WALL DETAIL 1/2" SCALE RAFTER TIES �@ 16" O.C. VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP ALSO SEE HOLD DOWNS. y MODEL CS20 - � MANUF'S INSTRUCTIONS ROOF RAFTERS 2x4 OR 2X61 LL STUD WOOD FRAME CONSTRUCTION MANUAL 2015 ADDITION MIN (14) 10-D 12`-- 5/8" GYPSUM BOARD-.--- 2.4.4.2 SHEAR WALLS NAILS WALLS PARALLEL TO THE APPLICABLE WIND LOAD SHALL PROVIDE THE EDWARD ARMUS RAFTER TIES RAFTER CONNECTOR -2X4 OR 2X6 WALL STUD REQUIRED SHEAR RESISTANCE AT EACH LEVEL. THE SUM OF THE ENGINEERING PLLC " LTWGT ARCHITECTURAL @ 16" O.C. SIDING -__ INDIVIDUAL SHEAR WALL SEGMENT SHEAR CAPACITIES SHALL MEET OR , „ @ 16 O.C. \ SIMPSON CS-16 - CUT AT 24" EXCEED THE SUM OF SHEAR LOADS COLLECTED BY HORIZONTAL EDWARD ARMUS, PE 2, SHINGLES SHINGLES OVER - DIAPHRAGMS ABOVE. TOTAL SHEAR LOADS SHALL BE CALCULATED USING RIDGE ® \�\ MODEL CS20 # 15 ROOFING FELT OVER \'® DBL. TOP PLATE 20 8D - 2-1/2" GALVANIZED TABLES 2.5A AND SB36 DEER RUN \® ® 1/2" THK (CDX.) Vie' NAILS - AT EVERY STUD FELT OR HOUSEWRAP RIDGE RES RESPECTIVELY. ( GN LOADS ND PERPENDICULAR BE DISTRIBUTED BU EPARALLEL D TOO THE WATER MILL, NY 11976 PLYWOOD ® MIN ('4) 10-D NAILS FLOOP. JOIST Simpson LTP5 ALL JOINTS TO BE VARIOUS ELEMENTS IN THE STORY UNDER CONSIDERATION, BASED ON THE 631-726-4717 ® ®\ \ TAPED & SEALED RELATIVE LATERAL STIFFNESS OF THE VERTICAL RESISTING ELEMENTS AND 1 MIN. AIR SPACE SIMPSON 16" o.c. THE DIAPHRAGM. \® ®� 16" o.c.LIPS 2X6 ACO SILL PLATE 5/8" X 14" ANCHOR BOLTS EVERY 3' O.C., SHEAR WALLS SHOULD BE 10% OF THE MINIMUM BUILDING DIMENSION, NO MORE THAN 1' FROM ANY CORNER OR 5/8' CDX PLYWOOD S}HiEATHING BUT SHOULD NOT BE LESS THAN 3'. PLACE AT EACH CORNER ALONG / END Or 2X6 ACO SILL PLATE - USE 3" SQUARE WITH HOLD DOWN. \ to BEARING PLATE UNDEF NUT � � m FLASH AND BATT INSULATION-- FOUNDATION NSULATIONFOUNDATION ` PANEL EDGE RIDGE BOARD OR �' \ FOUNDATION 2 CLOSED CELL SPRAY FOAM ,K6 SHEATHING O �_----_�- ROOF RAFTERS - � �`\\\ RECOMMENDED - PLACE LTP�1 AND R-15 FIBERGLASS INSULATION m SPACING EDGE AT TOP ROOF RAFTER BEAM (SEE PLANS) PLATE (SEE PLANS FOR i STRAPPING OVER SHEATHING� SIZE & SPACING) where suds don't ONE OF THE _1NKS Irl THE CRITICAL LOAD PATH 2"x 6" STUDS @ 16"O.C. - fi \ align w/ rafters \ \ / . THE YORK PROHIBITS ADUCATION LAW ONY PERSON FROM F THE STATE OF NEW \, INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF '-4� ALTERING ANYTHING ON THE DRAWINGS AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 130 MPH AND/OR THE ACCOMPANYING EXPOSURE B SPECIFICATIONS,UNLESS IT'S UNDER THE 2X6 FRAMING AT 16" O.C. DIRECTION OF A LICENSED PROFESSIONAL RAFTER-TO-RAFTER CONNECTION TYP. @ EACH RAFTER TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP. @ EACH RAFTER �� FOUNDATION WITH FLOOR___J_OIS_TS - WALL STUDS TO A_C_Q SILL PLATE TYPICAL EXTERIOR WALL CONSTRUCTION 1/2" CDX PLYWOOD SHEATHING. ENGINEER,WHERE SUCH ALTERATIONS ARE E FULL 1 C2 ) ___ _ ( 3 I A (D5 -- SHOWN VERTICAL. CAN ALSO BE PLACED MADE,THE PROFESSIONAL ENGINEER MUST O MODEL 'CS20' BY SIMPSON STRONG TIES MODEL 'LTS' BY SIMPSON STRONG TIES IFRIZONTAL BLOCKINGNITH EEDED USIE DOUBLE HORIZONTAL SIGN,SEAL,DATE AND EDESCRIBE ALTERATION THE 2X6. EACH HORIZONTAL 2X6 NAILED THE EXTENT OF THE ALTERATION ON THE -- SAME AS BOTTOM PLATE. DRAWING AND/OR IN THE SPECIFICATION SHEAR WALL NAILING 8d COMMON NAILS. (NYS ED.LAW SECTION 7209-2). TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE BUILDING AND DESIGN CODE COMPLIANCE • 6" O.C. SPACING AT PANEL EDGE. ✓ - /� --__________ - A. THE STRUCTURAL DESIGN SHALL COMPLY WITH R301.1 OF THE IRC2015. THE ENGINEERED DESIGN REFLECT THE 12" O.C. SPACING AT INTERMEDIATE FRAMING. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 130MPH WIND SPEED DESIGN AND REFERENCE , IBC 2015, OR WCFM 2015 (WOOD CONSTRUCTION FRAMING DOUBLE STUDS AT HOEDOWNS. Use every other nail hole MANUAL). in a row to provide the 12„ COMMON BOX NAILS ) ROOF RAFTERS code-required minimum END NAILS center-to-center LENGTH B. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA SHALL BE IN COMPLIANCE WITH TABLE R301.2(1)OF THE 2015 SHEATHING EDGE RAFTER CONNECTOR spacing for nails ROOF FRAMING IRC AT • • I PLATE. \ MIN 14 10-D NAILS MIN (14) 10-D NAILS EA. I� RAFTER TO TOP PLATE TOE-NAILED TABLE 3.4A 3-8D 3-1 OD PER RAFTER ( ) 01 ( ) ( ) C. PLANS ARE IN COMPLIANCE WITH THE 2015 IRC 2ND PRINTING AS ADOPTED AND AMENDED BY NYS AND THE M SPACING PANEL EDGE, DBL. TOP PLATE i' 2016 NYS SUPPLEMENT. SINGLE Row of WALL STUD FASTENERS. a. 3s"-42"� CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8D 3-10D PER JOIST °° I BASE PLATE \ /i ;;I CUT TABLE 3.4A -3/4" 3 -\„ LENGTH 5 HOLDOWN DETAIL CLEAR CEILING JOIST TO PARALLEL RAFTER (FACE-NAI ED) 6-16D 40D EACH LAP HOLDOWN DETAIL GARAGE 2ND FLOOR 1 (3��� SPAN / 1 2 o SOLE PLATE O 5 3/4"� HOLDOWNS AT ALL EXTERIOR - GALV. METAL STRAP TABLE 3.9A 1 2 0 / �- ---- HOEDOWNS AT ALL EXTERIOR CORNERS CORNERS OF FOUNDATION AND „ CEILING JOIST TO LAPS OVER PARTITIONS 6-16D 40D EACH LAP t� OF FOUNDATION OF NEW CONSTRUCTION. BOX END O O CONTINUED AT SECOND FLOOR @ 16 O.C. OF NEW CONSTRUCTION. \ MODEL 'CS20' FACE-NAILED (TABLE 3.9A) HOLD DOWN CONNECTIONS 1 - 2X6 EXTERIOR WALLS �;� COLLAR TIE TO RAFTER FACE-NAILED 3-8D 3-10D PER TIE FLOOR JOISTS 1 - 2x6 STUD EXTERIOR // ( ) REQUIRED AT EACH BUILDING CORNER Ol 1 ST FLOOR 4 \.!II 2 - SIMPSON HDU5 HOLDOWN - USE WALL. RIM JOIST \ TABLE_3.6A-_ REQUIRED FOR ALL NEW CONSTRUCTION TOP PLATES 1 \�\ AND SECOND FLOOR ADDITIONS 14 SDS SCREWS 1/4 X 2-1/2" - USE - ° 12" BLOCKING TO RAFTER TOE NAILED) 2-8D 2-1 OD EACH END 5/8" ANCHOR BOLT SET AS SHOWN OR DOUBLE STUD 3 2 - SIMPSON HDU5-SDS2.5 DBL TOP PLATE HOLDOWN. USE 14 SDS END RIM BOARD TO RAFTER 2-16D 3-16D EACH END HOLDOWNS AT ALL EXTERIOR CORNERS EPDXIED INTO THE FOUNDATION - USE LENGTH OF FOUNDATION OF NEW CONSTRUCTION. 16' LENGTH ANCHOR BOLT - ANCHOR SCREWS 1/4 X 2-1/2". USE GENERAL NOTES BOLT TO GO THRU SILL PLATES AND 5/8" THREADED ROD SET AS WALL STUD Provide minimum 1 WALL FRAMING BOTTOM WALL PLATE. SHOWN ON FOUNDATION PLAN lo; end distance a° ' ° 1 - 2X6 EXTERIOR WALLS \ TOP PLATE TO TOP PLATE (FACED N_ AILED)__- 2-16D 2-16D PER FOOT 4 - AT SECOND OR DRILLED AND EPDXIED Equal number of 2 - SIMPSON HDU5 HOLDOWN - USE 3 - THESE STUDS TWO 16D COMMON FLOOR PLACE HDU5 0 12-1/2" INTO THE specified nails TOP PLATES AT INTERSECTIONS(FACE-NAILED\ 4-16D 5-16D JOINTS EACH SID 14 SDS SCREWS 1/4 X 2-1/2" - USE GALVANIZED NAILS EVERY 6" O.C. FOR UPSIDE DOWN JUST 1 FOUNDATION. USE THREADED " FULL LENGTH of STUD BELOW FIRST FLOOR 1 ST FLOOR ROD LENGTH AS NEEDED. In each end STUD TO STUD_(FACE._NAILED� _ 2-16D 2-16D 24 O.C. 5/8" ANCHOR BOLT SET AS SHOWN OR TOP PLATE ON SAME SOLE PLATE O THEN USE CNW5/8 COUPLER EPDXIED INTO THE FOUNDATION - USE HEADER TO HEADER__(FACE-N_AILED_� 16D 16D - 1-6" O.C._AT_.EDGES_ DOUBLE STUD - NUT AND ADDITIONAL AS - - ---- - 16 LENGTH ANCHOR BOLT - USE ALSO 1 --- PLACE HDU5 ON TOP AT BOX END NEEDED LENGTH OF 5 8 STUD TO STUD PLATE TO RIM TOP OR BOTTOM PLATE TO STUD(END-N_AILED) ; 2-16D 2-40D PER STUD CNW5 8 COUPLER NUT AND ADDITIONAL / RAFTER TIE DETAILS TYP. @EACH RAFTER ��. - - - - - ----- -------- - -- ---- / Q3 OF SECOND FLOOR OR I-JOIST THREADED ROD - ROD IS TO �6 _-_____ _ ____ - ( 7 JOIST TO TOP PLATE TO STUD CONNECTION @ 16 O.C. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT AS NEEDED LENGTH of 5/8" THREADED 1ST FLOOR SOLE SOLE PLATE AND GO THRU HEIGHT of FLOOR \ - -- ROD - ROD IS TO GO THRU HEIGHT OF PLATE SUBFLOOR 2 SAME TRIPLE STUDS JOIST AND BOTTOM WALL MODEL 'MTS30' BY SIMPSON STRONG TIES , ENDJOIST, OR BLOCKING FACE-NAILED \MODEL BP BY SIMPSON STRONG TIES FLOOR JOIST AND BOTTOM WALL PLATE. ON SECOND FLOOR SILL PLATES PLATE. SILL PLATES - USE 5/8" FLOOR FRAMING 3 - THESE STUDS TWO 16D COMMON THREADED ROD TO 3 - THESE TRIPLE STUDS ANCHOR BOLT EMBEDDED JOIST TO SILL, TOP PLATE OF GIRDER TOE-NAILED 4-8D 4-10D PER JOIST GALVANIZED NAILS EVERY 6" O.C. FOR IN FOUNDATION CONNECT THE TWO ANCHOR BOLT TWO 16D COMMON GALVANIZED 7 3/4• HDU5. EMBEDDED IN NAILS EVERY 6" O.C. FOR ( FULL LENGTH OF STUD FOUNDATION FULL LENGTH OF STUD "SIMPSON" HDQ8 - 2-16d COMMON - "SIMPSON" PHD6- NAILS @ 6" o.c. BRIDGING TO JOIST (TOE 2-2=8D 2-10D EACH END GENERAL NOTES: FOR FULL LENGTH BLOCKING TO JOIST (TOE-NAILED)_ ___ 2=8_D 2-1 OD _EACH END FASTENING SCHEDULE B OF STUD PLATES NAILING 8c STRAPPING Ca? EXTERIOR THE ENGINEER WILL NOT HAVE CONTROL OR CHARGE OF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED 3-16D 4-16D EACH BLOCK AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION WINDOW DOOR HEADER ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW LEDGER STRIP TO BEAM-(FACE- I 3-16D 4-16D EACH JOIST - OPENING IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND JOIST ON LEDGER TO BEAM TOE-NAILED 3-8D 3-10D PER JOIST \ ( PROGRAMS IN CONNECTION WITH THE WORK. � _ _- MANUAL 2015 EDITION) BLOCKING @ \ BAND JOIST TO JOIST SEND-NAILED 3-16D 4-16D PER JOIST �\ / 1- THE CONTRACTOR SHALL GIVE ALL NOTICES AND ENDWALL - \ NOTATION COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS o _ / BAND JOIST TO SILL OF TOP PLATE�TOE-NAILE 2-16D 3-16D PER FOOT b \' ROUGH A B C D E F AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING �I' ON THE PERFORMANCE OF THE WORK AND SHALL �\ ROOF SHEATHING I' / / OPNS PROMPTLY NOTIFY THE ENGINEER IF THE DRAWINGS AND A \ .l , „ „ „ SPECIFICATIONS E THEREWITH. �� : // S ECIFI ONS ARE AT VARIANCE _ _ _- - --- -_-- 2 -0 2 (1) 2x4 1 1 1 1 STRUCTURAL PANELS \ 8-D 10D �-6-'�-EDGE/12"FIELD \� Y/�. 2 - OWNER AND CONTRACTOR SHALL INDEMNIFY AND HOLD k� \ DIAGONAL BOARD SHEATHING 4'-0" 4 (1) 2"X4" 2 2 2 2 HARMLESS THE ENGINEER AND THEIR AGENTS AND ool „ ___ EMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES AND A Aft �i 1 X6 OR 11$X8" 2-8D 2-10D PER SUPPORT (2 2"x4" or EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES 12" 1"X10" OR WIDER \ 3-8D 3-10D PER SUPPORT D 61-Opl 6 _ 1)__2"x6"- 3 3 3 3 ARISING OUT OF OR RESULTING FROM THE PERFORMANCE HEADER - - ---- ---- - - -- - - - 4" - -- > » (2 2"x4" or OF THE WORK PROVIDED, THAT ANY SUCH CLAIM, DAMAGE, .® 8 1 2"x6" SICKNESS, DISEASE OR DEATHOR TO INJURY BODILY ORINJURY, CEILING SHEATHING B E 8 -0 3 3 3 3 ( > IS SIMPSON HDQ8 C „ DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE "SIMPSON" PHD6 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE 10" FIELD \ 10 -0 10 (2) 2x6 4 4 4 4 WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING a THEREFROM AND (2) IS CAUSED IN WHOLE OR IN PART BY WALL SHEATHINGS \ 12'-0" 12 (2) 2"X6" 5 4- 5 4 ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, Uj MIN 14 10-D NAILS � \;.• ANY SUB-CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY NOTE: ( ) STRUCTURAL PANELS 8D -� 10D " F EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS 6 EDGE 1.2 FIELD A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS TABLE 3.7, P. 157 & TABLE 6A P. 316 1. SHEATHING AS PART OF SHEARWALL SEGMENT (SW.S), WHERE � \ . z � ( ) ( ) ANY OF THEM MAY BE UNABLE, REGARDLESS WHETHER OR NOTED ON FLOOR PLAN„ SHALL BE CONTINUOUS FROM SILL TO TOP FIBERBOARD PANELS �� NOT IT IS CAUSED BY A PARTY INDEMNIFIED HEREUNDER. B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.238, P.193) PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d COMMON NAILS ® UU JACK STUD 7/16" 6D -- 3" EDGE/6" FIELD , 3 - ALL CODES AND REGULATION OF NYS BUILDING CODE 6"o.c. EDGE & FIELD C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER (TABLE 3.23C, P.193) SHALL GOVERN OVER ALL CONSTRUCTION AND INSTALLATION. 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE 25 32 _ -_ 8D-_ - 3 EDGE/6" FIELD 4 - ALL CONCRETE TO BE MINIMUM 3500 PSI AT 28 -- t D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER DAYS. UNLESS OTHERWISE NOTED. GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10" FIELD- O / �� @ EA. SIDE (TABLE 3.7 P. 157) & (TABLE 6A P. 316) 5 - ALL FOOTINGS TO BEAR ON VIRGIN SOIL PRESSURE - ---- - -- -- / H 4 WITH 4 8 d TO \, 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & DETAIL HARDBOARD 8D 8D 6" EDGE/12"FIELD CONNECT STUD TO PLATE E- NUMBER OF JACK STUDS @ EA. END OF HEADERS TABLE 3.22F, P.191 ASSUME DBL. HDR. 6 - ALL BEARING CAPACITY of 2 TONS/SQ B Fr. f ( ) 6 - ALL FRAMING AND SHEATHING SHALL BE GRADE (HOLDOWN & CONN). _PARTICLE BOARD PANELS 8D 8D SEE MANUF. F- NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) STAMPED. GALV METAL TIE DOWN W/ IN 32" OF EACH CORNER OF OR DIAGONAL BOARD SHEATHING @ EA. SIDE (DOES NOT APPLY To DOORS) (TABLE 3.8, P. 157) & (TABLE 6A PAGE 316) FLOOR JOISTSRIORAS NOTED. SHALL BEAR ON DOUBLE GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE _ - - 1"X6" OR 1"X8" 2-8D 3-10D PER SUPPORT FLOOR, CEILING JOISTS TO BE DOUGLAS DX "FIR, FB = STRUCTURE MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 875 E = 1.6M OR G-P JOISTS AS NOTED. ® MODEL 'HDQ8/ PHD6' BY SIMPSON STRONG TIES � CL � - --- --_-- 1"X10" OR WIDER_ 3 8D 3 10_D PERSUPPORT ALLOWABLE L REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE THICKNESS.UBALL OEDGES TOABE SET CON SOLID BLOCKING MODEL HTT22 BY SIMPSON STRONG TIES FLOOR SHEATHING STRUCTURAL MEMBER DEFLECTION - ( __ - T ) -- GLUED AND NAILED. USE LIVE LOAD DEAD LOAD 10 - WALL SHEATHING SHALL BE 7/16" MINIMUM. STRUCTURAL PANELS - ---- -- --- -- - -' - - - 11 - SHEATHING SHALL BE NAILED PER THE RAFTERS HAVING SLOPES GREATER EXTERIOR BALCONIES 60 psf 10 psf REQUIREMENTS OF THE STATE OF NEW YORK BUILDING A 1" OR LESS 8D 10D 6' EDGE/12"FIELD THAN 3 ON 12 WITH NO FINISHED L/180 CODE. � 1 1 --1"x3" VINYL COATED WD. CASING TO BE �qNF< CEILING ATTACHED TO RAFTERS 12 - SOLID BLOCKING SHALL BE PROVIDED FOR ALL ( �No wv GREATER THAN 1 10D 16D 6 EDGE/6 FIELD_ _ DECKS 40 psf 10 psf JOISTS. WALLS AT MID POINT. ALLOW 2" AIR SPACE FOR REPLACED OR REPAIRED AFTER EACH s II'N/Ty' DIAGONAL BOARD SHEATHING --1 - p - ROOFS. 13 INSTALLATION) Yp s" „ „ INTERIOR WALLS AND PARTITIONS H/180 PASSENGER VEHICLE GARAGES 50 psf as per plan 13 - ALL STUDS SHALL BE NAILED WITH GALVANIZED NAILS \ \� 1„X6 „OR 1"X811 2-8D 3-10D PER SUPPORT ' PER THE REQUIREMENTS OF THE NYS BUILDING CODE. 3-8D 3-10D PER SUPPORT FLOORS AND PLASTERED CEILINGS L/360 14 - ALL FLUSH WOOD CONNECTORS SHALL BE FASTENED ------- 1_X 1.0__0 R-WI DER - -------- -- - -- - - -- ----- 1"x2" WOOD SPACER - ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf WITH RATED GALVANIZED METAL SIMPSON CONNECTORS. ALL OTHER STRUCTURAL MEMBERS L/240 -- 15 - ALL PRE-ENGINEERED LUMBER SHALL BE INSTALLED / " 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE - - - ATTICS WITH STORAGE ROOF ABOVE 3 PITCH 20 psf 10 psf AS PER MANUFACTURERS SPECIFICATIONS. '-PREDRILLED FASTENING HOLES @ 9 O.C. a i, �, EXTERIOR WALLS WITH PLASTER OR STUCCO ( ) p p 16 - ALL ELECTRIC WORK SHALL CONFORM TO LATEST + PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN FINISH H/360 REVISION OF THE NATIONAL ELECTRIC CODE. �- HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE _ ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf 17 - ALL PLUMBING WORK SHALL COMPLY WITH NYS " = a - - BUILDING CODE. DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN EXTERIOR WALLS - WIND LOADS WITH L/240 18 - KITCHEN AND BATH TO HAVE EXHAUST FAN AS PER r`. w THE LOAD PATH. BRITTLE FINISHES / SLEEPING ROOMS 30 psf 10 psf _ NYS BUILDING CODE. i = a 19 - DOMESTIC HOT, COLD AND HEATING WATER PIPES TO z EXTERIOR WALLS - WIND LOADS WITH STAIRS 40 psf 10 psf BE INSULATED WITH 1 2 THICK PIPE INSULATION. ---1/2" CDX PLYWOOD STRUCTURAL w 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED IgUMBER OF FLEXIBLE FINISHES L/120 _ / " Z � 20 - PROVIDE CLOCK TYPE DAYTIME THERMOSTAT. STORM PANEL a o NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. - - GUARDRAILS AND HANDRAILS 200 lbs 10 psf 21 - DOORS AND WINDOWS TO BE INSULATED GLASS. z NOTE: L=SPAN LENGTH, H=SPAN HEIGHT - \- 22 - ENTRANCE DOORS To CONFORM To 2015 NYS 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES ROOF LOADING (LIVE = GROUND SNOW LOAD 12 psf for ENERGY CONSERVATION CONSTRUCTION CODE. 1 THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE attic 23 - PROVIDE SMOKE DETECTORS AS PER NYS BUILDING 1V �, IBC FOR ADDITIONAL REQUIREMENTS. DETAINING DEFLECTION LIMITS HEREIN. ADJUSTMENTS AS PER FIGURE R301.2(5) OF THE 20 psf 15 psf for CODE. RESIDENTIAL CODE OF NEW YORK STATE) p 24 - PROVIDE 2-2X12 HEADERS OVER ANY WINDOW OR cath DOOR OPENINGS UNLESS OTHERWISE NOTED. _ PREDRILLED FASTENING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM UNIFORM DESIGN LOADS 25 - ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE R905.1.2 ICE BARRIERS - IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A SUPPORT STUDS. HOLES @ 9" O.C. 26 - OPENINGS FOR EMERGENCY USE SHALL INCLUDE BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, GROUND SNOW LOAD 50 POUNDS LIVE LOADS: DOORS OR OPERABLE PARTS OF WINDOWS LOCATED AS TO WOOD CASING METAL ROOF SHINGLES, MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND WOOD WIND 130 MPH ROOMS OTHER THAN SLEEPING 40 PSF PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. NO. Revision/Issue Date SUCH OPENINGS H SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER ORA SEISMIC DESIGN CATEGORY B SLEEPING ROOMS 30 SHALL NOT IMPEDE EGRESS IN AN ' DECKS 40 EMERGENCY, SHALL HAVE A MINIMUM AREA OF 5.7 SQUARE SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND WEATHERING SEVERE FROST LINE DEPTH 3 FEET ATTICS WITH STORAGE 2O FEET, WITH A MINIMUM OPENING HEIGHT OF 24" ANDA PROJECT NO, SHEET FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES (610 MM) INSIDE THE EXTERIOR MINIMUM OPENING WIDTH OF 20". BOTTOM OF OPENING EAEPLLC WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS TERMITE MODERATE TO HEAVY NO HIGHER THAN 3'6" ABOVE FINISHED FLOOR IN ALL CODE DETAILS DECAY SLIGHT TO MODERATE DEAD LOADS: ABOVE GRADE STORIES. HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES (914 MM) MEASURED ALONG THE ROOF WINTER DESIGN TEMPERATURE 1 1 B FLOOR CONSTRUCTION 10.7 PSF 27 - ENGINEER IS NOT ENGAGED FOR SUPERVISION IN DATE SLOPE FROM THE EAVE EDGE OF THE BUILDING. ICE SHIELD UNDERLAYMENT WALL CONSTRUCTION 9,6 ANY CAPACITY UNLESS OTHERWISE NOTED. FEB 2018 REQUIREMENT YES ROOF CONSTRUCTION\ 11.3 28 - ALL GLASS WITHIN 18" OF FINISHED FLOOR SHALL� TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS BE SAFETY GLASS. SCALE FLOOD HAZARD NOT IN FLOOD ZONE SNOW LOAD 45 PSF AS NOTED THIS DRAWING IS THE PROPERTY OF EDWARD ARMUS ENGINEERING,PLLC AND MAY NOT BE REPRODUCED OR USED WITHOUT A WRITTEN PERMISSION I 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 110 I 11 1 12 1 13 1 14 1 15 0,J ABBREVIATIONS GENERAL NOTES PROJECT INFORMATION AB ANCHOR BOLT d PENNY(NAILS) FOIC FURNISHED BY OWNER INSTALLED BY L LEFT/LENGTH PP PUSH PLATE STD STANDARD 1. INVOLVED PARTIES:IN THESE DOCUMENTS,"OWNER"SHALL REFER TO KARTIK DESAI OR THEIR AUTHORIZED REPRESENTATIVES;AND PROJECT DESRIPTION: NEW SINGLE-FAMILY DWELLING PLL(. ACC ACCORD ING/ACCORDIAN db DECIBEL CONTRACTOR LAB LABORATORY PR PAIR STL STEEL "ARCHITECT"SHALL REFER TO ARCHITECTURE AF, SITE ADDRESS: 18915 SOUNDVIEW AVE,SOUTHOLD NY 11871-2816 A R C H I T E C T U R E A F ACOUS ACOUSTICAL D CLOTHES DRYER FTIC FURNISHED BY TENANT INSTALLED BY LAM LAMINATED PREFAB PREFABRICATE STOR STORAGE 2. UNDERSTANDING OF PROJECT: THE CONTRACTOR SHALL THOROUGHLY REVIEW ALL CONSTRUCTION DOCUMENTS INCLUDING,BUT NOT ACT ACOUSTICAL CEILING TILE DBL DOUBLE CONTRACTOR LAV LAVATORY PSF POUND PER SQUARE FOOT STRUCT STRUCTURE/STRUCTURAL LIMITED TO,DRAWINGS,NOTES,DIMENSIONS AND SCHEDULES.THE CONTRACTOR SHALL MAKE A DETAILED SITE VISIT,AND SHALL LEGAL DESCRIPTION: DISTRICT 1000 SECTION 51 BLOCK Ol LOT 15 APPROVED AS NOTED AD AREA DRAIN DECID DECIDUOUS FOIV FURNISHED BY OWNER INSTALLED BY VENDOR LB POUND PSI POUND PER SQUARE INCH SUBFL SUBFLOOR IMMEDIATELY BRING ANY INCONSISTENCY,SITE LAYOUT PROBLEM,OR ANY OTHER REQUEST FOR CLARIFICATION TO THE ARCHITECT FOR DATE:�� r?/,� ADD ADDENDUM DEPT DEPARTMENT FOM FACE OF MASONRY LH LEFT HAND PT PRESERVATIVE TREATED/POINT/ POST- SURF SURFACE RESOLUTION PRIOR TO THE DELIVERY OF ANY BID OR INITIATION OF WORK.FAILURE TO DO SO SHALL CAUSE THE CONTRACTOR TO BE ZONING DISTRICT: R-40 B p i � , ADJ ADJUSTABLE/ADJACENT DET DETAIL FOS FACE FO STUDS LHR LEFT-HAND REVERSE TENSIONED SUSP SUSPENDED INELIGIBLE FOR EXTRAS RELATING TO SUCH MATTERS. 0 AFF ABOVE FINISH FLOOR OF DRINKING FOUNTAIN/DOUGLAS FIR FP FIRPROOF(ING) LKR LOCKER PTD PAPER TOWEL DISPENSER SWC SPECIAL WALL COATING BUILDING CODE: NEW YORK STATE RESIDENTIAL CODE(2015) FEE: �� NOTIFY BUILDING DEPA AGG AGGREGATE DIA D'AMETER FR FREEZER/FIRE RETARDANT LL LIVE LOAD PTDW PAPER TOWEL DISPENSER&WASTE SYM SYMMETRICAL 3. DOCUMENT PROPERTIES:THESE DRAWINGS ARE,IN GENERAL,DIAGRAMMATIC. EXACT LOCATIONS SHALL BE DETERMINED BY THE Desai Residence AHU AIR-HANDLING UNIT DIAL D AGONAL FS FULL-SIZE/FLOOR SINK LP LOW POINT RECEPTACLE CONTRACTOR FROM FIELD MEASUREMENTS TAKEN BY CONTRACTOR'S PERSONNEL.ACTUAL ARRANGEMENT OF THE WORK SHALL FOLLOW SUFFOLK COUNTY DEPARTMENT OF -65-1802 8 AM TO 4 PM FOR THE AL ALUMINUMI DICA DRILLED IN CONCRETE ANCHOR FT FOOT OR FEET LSG LAMINATED SAFETY GLASS PIN PARTITION T TOP/THRESHOLD/TREAD/TOILET LOCATIONS SHOWN ON THE DRAWINGS.DRAWINGS AND NOTES TO DRAWINGS ARE CORRELATIVE AND HAVE EQUAL AUTHORITY AND FOLLOWING INSPECTIONS ALT ALTERNATE/ALTERATION DIFF D'fFUSER FTG FOOTING LT LIGHT PVC POLYVINYL CHLORIDE T&B TOP&BOTTOM PRIORITY.SHOULD THERE BE DISCREPANCIES IN THEMSELVES OR BETWEEN THEM,CONTRACTOR SHALL SEEK CLARIFICATION FROM 18918 SoL ndvieW Ave ANDD ANODIZED DIM DIMENSION FURN FUNA(E/FURNISH ITWT LIGHTWEIGHT PVMT PAVEMENT T&G TONGUEANDGROOVE ARCHITECT. �� FOUNDATION - TWO REQUIRED Southold, NY 11971 AP ACCESS PANEL/APRON PANEL DISP DISPOSAL PURR FURRING TB TOWEL BAR/TACK BOARD FOR POURED CONCRETE - APPROX APPROXIMATE DL DEAD LOAD FUT FUTURE M/S MIRROR WITH SHELF QT QUARRY TILE TBB TILE BACKER BOARD 4. COPYRIGHT:THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR ANY AREA CALCULATIONS 2• ROUGH - FRAMING & PLUMBING - No:1806 APT APARTMENT DN DOWN FWP FLAT WALL PAINT MACH MACHINE QTR QUARTER TC TERRACOTTA OTHER BUILDINGS OR PURPOSES SPECIFICALLY APPROVED BY ARCHITECT. 3. INSULATION - N ARCH ARCHITECT/ARCHITECTURAL DR DOOR/DRAIN MAINT MAINTENANCE/MAINTAIN TCC TOP OF CURB/TOP OF CONCRETE TOTALIOTAREA: 29,373 AF 4• FINAL - CONSTRUCTION MUST N ASPH ASPHALT DS DOWNSPOUT G GAS MAS MASONRY R RISER TD TOWEL DISPENSER 5. SCALING: DO NOT SCALE DRAWINGS.IF DIMENSIONS ARE IN QUESTION,OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING TOWN OF SOUTHOLD BUILDABLE LAND: 19,194 SF AVE AVENUE DSP DRY STAND PIPE GA GAUGE MAT MATERIAL R&S BACKER ROD AND SEALANT TOW TOWEL DISPENSER&WASTE WORK. BE COMPLETE FOR C.O. AVG AVERAGE DW DISHWASHER GALV GALVANIZED MAX MAXIMUM RA RETURN AIR TEL TELEPHONE ALLOWABLE COVERAGE(20%): 3,839 SF ALL CONSTRUCTION SHALL MEET THE AWP ACOUSTIC WALL PANEL DWG DRAWING GB GRAB BAR MB MACHINE BOLT/MARKER BOARD RAD RADIUS TEMP TEMPERED/TEMPORARY/ 6. CROSS REFERENCE:GENERAL CONTRACTOR AND ALL TRADESMEN SHALL CROSS REFERENCE ALL DRAWINGS,SCHEDULES,NOTES, REQUIREMENTS OF THE CODES OF EXISTING COVERAGE NEW Kartik Desai DWR DRAWER GC GENERAL CONTRACTOR MC MEDICINE CABINET RB RUBBER BASE TEMPERATURE DIMENSIONS,ETC.NO SINGLE ELEMENT WITHIN THESE DOCUMENTS ARE INTENDED TO BE USED AS AN ISOLATED COMPONENT. YORK STATE. NOT RESPONSIBLE FOR BC BOTTOM Of CURB GD GARBAGE DISPOSAL MCW MINERAL CORE WOOD RCP REFLECTED CEILING PLAN TER TERRAllO EXISTING HOUSE: 1,052 SF (21%OF ALLOWABLE) BD BOARD E EAST GFI GROUND-FAULT INTERRUPTOR MDF MEDIUM-DENSITY FIBERBOARD RD ROOF DRAIN TF TOP OF FOOTING 7. TRADE COORDINATION:CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO PROVIDE COMPLETE WORKING SYSTEMS. DESIGN OR CONSTRUCTION ERRORS. BFD BI-FOLD DOOR EA EACH GFRC GLASS FIBER REINFORCED CONCRETE MDO MEDIUM-DENSITY OVERLAY REBAR REINFORCING BAR TG TEMPERED GLASS EXISTING SHED: 125 SF (3%OF ALLOWABLE) BITUM BITUMINOUS EB EXPANSION BOLT GFRG GLASS FIBER REINFORCED GYPSUM MECH MECHANICAL RECEP RECEPTION THK THICK B. INSTALLATIONS: ALL MATERIALS,FINISHES,MANUFACTURED ITEMS,AND EQUIPMENT TO BE INSTALLED IN FULL ACCORDANCE WITH THE EXISTING SHED: 152 SF (4%OF ALLOWABLE BL BUILDING LINE EJ EXPANSION JOINT GFRP GLASS FIBER REINFORCED PLASTER MEMB MEMBRANE RECEPT RECEPTACLE THR THRESHOLD cl;�PLIER'S OR MANUFACTURER'S WRITTEN RECOMMENDATIONS ORTHESE DOCUMENTS,WHICHEVER IS MORE STRINGENT. NOTIFY THE TOTAL EXISTING 1,329 SF (35%OF ALLOWABLE) M BLDG BUILDING EL ELEVATION GL GLASS/GLAZING/GLAZED MET METAL RECT RECTANGULAR TN TOENAIL ARCHITECT OF ANY VARIATION REQUIRED FOR INSTALLATION OF ANY EQUIPMENT BEFORE PROCEEDING WITH INSTALLATION. M BLKG BLOCKING ELIC ELECTRICAL GLAM GLUE-LAMINATED WOOD MEZZ MEZZANINE REF REFERENCE/REFRIGERATOR TOD TOP OF DECK PROPOSED COVERAGE BLVD BOULEVARD ELEV ELEVATOR GND GROUND MFR MANUFACTURER/MANUFAQURING REG REG RISTRATION/REGISTER TOIL TOILET 9. SITTSAFETY:CONTRACTOR IS RESPONSIBLE FOR THE SAFETY,ACTIONS AND CONDUCT OF HIS EMPLOYEES AND HIS SUBCONTRACTORS' BM BEAM/BENCH MARK EMERG EMERGENCY GWB GYPSUM WALLBOARD MG MIRROR GLASS REINF REINFORCED TOL TOLERANCE EMPLOYEES WHILE IN THE PROJECT AREA,ADJACENT AREAS AND IN THE BUILDING AND ITS VICINITY. NEW HOUSE: 1,194 SF (31%OF ALLOWABLE) Architecture: NEW GARAGE: 484 SF (13%OF ALLOWABLE) COMPLY WITH ALL CODES O Andrew Herbert,RA BOT BOTTOM [NAM ENAMEL GYP GYPSUM MH MANHOLE REQ REQUIRED TOP TOP OF PAVEMENT o BRG BEARING ENTR ENTRANCE MIN MINIMUM/MINUTE RES RESILIENT TOS TOP OF STEEL 10. INDEMNIFICATION:THE CONTRACTOR AGREES TO INDEMNIFY AND SAVE HARMLESS THE OWNER/RESIDENT,AND ITS RESPECTIVE OFFICERS, NEW POOL: 612 SF (16%OF ALLOWABLE) NEW YORK STATE & TOWN CODES Architecture AF,PLLC POOL EQUIPMENT 82 SF (2/OF ALLOWABLE) BSMT BASEMENT EP ELECTRICAL PANELBOARD/END PANEL H HINGE/HIGH MIR MIRROR RET RETAINING/RETURN TOW TOP OF WALL " EMPLOYEES AND AGENTS AND THEIR AFFILIATES,SUBSIDIARIES,AND PARTNERS,AND EACH OF THEM,FROM AND WITH RESPECT TO ANY TOTAL PROPOSED COVERAGE 1,372 SF (61%OF ALLOWABLE) AS R EO U I R D AN D CONDITIONS O F St BTWN BETWEEN EQ EQUAL/EARTHQUAKE HB HOSE BIB MIS( MISCELLANEOUS REV REVISION TPD TOILET PAPER DISPENSER CLAIMS,DEMANDS,SUITS,LIABILITIES,LOSSES,AND EXPENSES,INCLUDING BUT NOT LIMITED TO REASONABLE LEGAL FEES,ARISING OUT OF E Richmond,ad,VA 23219 BUR BUILT-UP ROOF ECJ EARTHQUAKE JOINT HC HANDICAP/HOLLOW CORE MO MASONRY OPENING RH ROBE HOOK/ROUND HEAD/ TYP TYPICAL OR IN CONNECTION WITH THE WORK(AND/OR IMPOSED BY LAW UPON ANY OR ALL OF THEM)BECAUSE OF PERSONAL INJURIES,INCLUDING DEATH AT ANY TIME RESULTING THERE FROM,AND LOSS OF OR DAMAGE TO PROPERTY,INCLUDING CONSEQUENTIAL DAMAGES,WHETHER _ �� SOI hCLD TOWN Z�A 0 A BW BOTTOM OF WALL EQUIP EQUIPMENT HCT HOLLOW CLAY TILE MOD MODULE/MODIFY RIGHT-HAND R (917) a8-6ecture,af :: ETR EXISTING TO REMAIN HCW HOT ADN COLD WATER/ MS MACHINE SCREW RM ROOM UBC UNIFORM BUILDING CODE SUCH INJURIES TO PERSONS OR PROPERTY ARE CLAIMED TO BE DUE TO NEGLIGENCE OF THE CONTRACTOR,OWNER OR ANY OTHER PARTY ,J L C CELSIUS/CENTIGRADE EWC ELECTRIC WATER COOLER HOLLOW CORE WOOD MTD MOUNTED RD ROUGH OPENING UC UNDER COUNTER/UNDERCUT l T , ` v ENTITLED TO BE INDEMNIFIED EXCEPT TO THE EXTENT SPECIFICALLY PROHIBITED BY LAW(AND ANY SUCH PROHIBITION SHALL NOT VOID THIS -- " - `j CAB CABINET EXC EXCAVATE/EXCAVATION HDBD HARDBOARD MUL MULLION ROW RIGHT OF WAY UL UNDERWRITERS LABORATORIES,INC. AGREEMENT BUT SHALL BE APPLIED ONLY TO THE MINIMUM EXTENT REQUIRED BY LAW). CAP CAPACITY EXH EXHAUST HDNR HARDENER RP RADIUS POINT UNFIN UNFINISHED SOUTHOLD TOWN TRUSTEES Engineering: �n, CARP CARPET EXP EXPANSION HDR HEADER N NORTH RRL RUB RAIL UNO UNLESS NOTED OTHERWISE 11. WORK PERMITS:THE CONTRACTOR SHALL ACQUIRE ALL NECESSARY PERMITS PRIOR TO WORK. ANNOTATIONS Ed Armus Engineering 1` _ N.Y.S.DEC Ed Armus,P.E. �0 �` CB CATCH BDIFFU(HAlKBOARD EXST EXISTING HDWD HARDWOOD NO./# NUMBER RS ROUGH-SAWN UR URINAL 12. GOVERNING CODES: ALL WORK DESCRIBED BY THESE DOCUMENTS SHALL BE PERFORMED IN FULL ACCORDANCE WITH ALL APPLICABLE 36 Deer Run CD CEILING DIFFUSER EXT EXTERIOR HDWE HARDWARE NOM NOMINAL RWL RAINWATER LEADER UTIL UTILITY CEM CEMENT HM HOLLOW METAL NTS NOT TO SCALE UV UNIT VENTILATOR/ULTRAVIOLET CODES. Water Mill,NY 11976 1 CEM PL CEMENT PLASTER F FAHRENHEIT HORIZ HORIZONTAL S SOUTH/SHELF Al PARTITION TAG (631)804-6267 `P, C� CER CERAMIC FA ARE ALARM/FORCED AIR HP HORSEPOWER/HIGH POINT/ OA OVERALL S&R SHELF AND ROD V VINYL 13. VERIFICATION: EVERY EFFORT HAS BEEN MADE BY THE ARCHITECT TO ENSURE CODE COMPLIANCE.IT IS THE CONTRACTOR'S RESPONSIBILITY ed@armusengineering.com CG CORNER GUARD FAB FABRICATE NEAT PUMP OC ON-CENTER S&V STAIN&VARNISH VAR VA VINYL-COMPOSITION VARIES TO VERIFY THAT THE WORK CONFORMS TO All APPLICABLE CODES,AND IF DISCREPANCIES ARE OBSERVED,TO NOTIFY THE ARCHITECT PRIOR Al WINDOW TAG (+ /��, .n CH COAT HOOK FB FLAT BAR HR HOUR/HANDRAIL OD OUTSIDE DIAMETER SAN SANITARY VCT VINYL-COMPOSITION TILE TO WORK. OCCUPANCY O R1. K CHRL CHAIR RAIL FBD FIBER BOARD HS HOOK STRIP OFD OVERFLOW DRAIN Sc SOLID CORE VERT VERTICAL n ,1 ,� K Environmental Consultant: 1�' V Cl CAST IRON FD FLOOR DRAIN HT HEIGHT OFF OFFICE SCD SEAT COVE DISPENSER VEST VESTIBULE 14. PROJECT DATA-PHASING:THIS PROJECT IS TO BE PHASED.THE PHASES GENERALLY ARE TO BE AS FOLLOWS:'LIST OF PHASES'.CONTRACTOR 10A DOOR TAG U�E I S U N LAWFUL EN Consulting CIP CAST IN PLACE FDC FIRE DEPARTMENT CONNECTION HTG HEATING OH OVAL HEAD SCHED SCHEDULE VG VERTICAL GRAIN SHALL PROVIDE A TIME SCHEDULE OF WORK FOR THE WORK,SEQUENCED BY TRADES,AS PART OF THE SUBMISSION OF HIS BID. 1319 North Sea Road CJ CONTROL JOINT FDN FOUNDATION HW HOT WATER OHWS OVAL-HEAD WOOD SCREW SCR SHOWER CURTAIN ROD VOL VOLUME LT100 SPECIFICATION REFERENCE,SEE WITH Southampton,NY 11968 . CL CENTERLINE FE FIRE EXSTINGUISHER HWR HOT-WATER RETURN OPNG OPENING SCW SOLID CORE WOOD VP VENEER PLASTER 15. PROJECT ACCESS:CONTRACTOR SHALL PROVIDE ACCESS TO BUILDING AND PROJECT SITE FOR ARCHITECT'S DESIGNATED PROJECT PROJECT SPECS OUT C E RTI F I CATE CLG CEILING FEC FIRE EXTINGUISHER CAB OPP OPPOSITE SD SOAP DISH/SOAP DISPENSER VT VINYLTILE REPRESENTATIVE(S). OF OCCUPANCY (631)283-6360 CLKG CAULKING FF FACTORY FINISH ID INSIDE DIAMETER/INSIDE DIMENSION OSB ORIENTED STRAND BOARD SEC SECOND VWC VINYL WALL COVERING Robert Herrmann CLO CLOSET FG FLOAT GLASS IE INVERT ELEVATION OZ OUNCE SECT SECTION W WEST/WATER/CLOTHES WASHER/WATT 16. MATERIALS: CONTRACTOR SHALL SUPPLY ALL ITEMS,MATERIALS,AND PRODUCTS AS SPECIFIED,IMPLIED,OR REQUIRED TO COMPLETE K1 SECTION DRAWING REFERENCE rherrmann@enconsultants.com CLR CLEAR FH FLATHEAD IG INSULATING GLASS SF SQUARE FEET W/0 WITHOUT PROJECT A 100 CLSR CLOSER FHC FIRE HOSE CABINET IN INCHES P PAINT/POWER SFC SPECIAL FLOOR COATING W/ WITH CMU CONCRETE MASONRY UNIT FHMS FLATHEAD MACHINE SCREW IND INDICATED PA PUBLIC ADDRESS SGEN SEMIGLOSS ENAMEL WAIN WAINSCOT 11. SUBSTITUTIONS: REQUESTS TO SUBSTITUTE ANY PRODUCT,TECHNIQUE,OR MATERIAL SHALL BE SUBMITTED IN WRITING TO ARCHITECT FOR CO CLEAN OUT FHWS FLATHEAD WOOD SCREW INFO INFORMATION PB PEGBOARD SHR SHOWER WC WATER CLOSET K2 DRAINAGE iw;;pEC4t0l ARE REDUIRED U APPROVAL.SAMPLES,PRODUCT INFORMATION,AND DRAWINGS SHALL BE REQUIRED PRIOR TO SUBSTITUTION APPROVAL.PROPOSED l--- ) DETAIL DRAWING REFERENCE COL COLUMN FIC FURNISHED AND INSTALLED BY INSP INSPECTION PBB PLASTER BASEBOARD SHT SHEET WD WOOD SUBSTITUTION SHALL BE OF EQUAL QUALITY AND PERFORMANCE SPECIFICATION TO THAT ORIGINALLY SPECIFIED. l`_J) A 100 Contact TOS Engineerin a!765-1550 before All exterior lighting COMP COMOSITE/COMPOSITION CONTRACTOR INST INSTALLATION PBD PARTICLEBOARD SHTG SHEATHING WDW WINDOW Backfill,OR Provide En l "r. (ON( CONCRETE FIN FINISH INSUL INSULATION PC PRECAST SHV SHEETVINYL WF WIDE FLANGE 9 n .-r s Installed to Code.18. CHANGES:THE OWNER RESERVES THE RIGHT TO MAKE(RANGES IN THE DRAWINGS AND SPECIFICATIONS AS THE WORK PROGRESSES. o that the dralnrgta has ben Installed, COND CONDITION FIO FURNISHED AND INSTALLED BY OWNER INT INTERIOR PCD PAPER CUP DISPENSER SLR SEALER WG WIRE GLASS/WIRE GUAGE •�o K1 n installed to Code, s replaced or CONN (ONNECT/(ONNECTION FIT FURNISHED AND INSTALLED BY TENANT JAN JANITOR PERF PERFORATED SMR SHEET METAL RACEWAY WH WATER HEATER BULLETINS,CHANGE ORDERS,DRAWINGS,SPECIFICATIONS,OR ARCHITECTS SUPPLEMENTAL INSTRUCTIONS COVERING SUCH CHANGES WILL Q ELEVATION REFERENCE rcpalred shall conform BE ISSUED TO THE CONTRACTOR WHOSE RESPONSIBILITY IT WILL BE TO DISTRIBUTE THESE IMMEDIATELY TO ALL SUBCONTRACTORS AFFECTED - CONST CONSTRUCTION FL FLOOR JST JOIST PERP PERPENDICULAR SMS SHEET-METAL SCREWS WIC WOODWORK INSTITIUTE OF TO TAKE MEASURES AS NECESSARY TO AVOID ERRORS OR DELAY OF PROJECT. t4 Chapter 172 CONT CONTINUOUS FLASH FLASHING JT JOINT PG PLATEGLASS SND SANITARY NAPKIN DISPENSER CALIFORNIA o Chap a Code COORD COORDINATE FLUOR R UORESCENT PH PHASE SNW SANITARY NAPKIN WASTE RECETACLE WP WORK POINT/WATERPROOF of CORR CORRIDOR FM FROM/FACTORY MUTUAL RESEARCH CORP. KD KILN-DRIED PL PLATE SPEC SPECIFICATION WR WASTE RECEPTACLE 19. CHANGE ORDERS:WORK AFFECTED ED CHANGES PROPOSED IN ANY REVISED DRAWINGS OR OTHER DOCUMENTS ISSUED TO THE Blower door Must Provide - 'Tals CONTRACTOR SHALL NOT BE EXECUTED UNTIL CHANGES ARE REVIEWED AND APPROVED AND A SIGNED CHANGE ORDER,If REQUIRED,BY D J and CR COLD ROLLED FOB FACE OF BRICK KIP 1000 POUNDS PLAM PLASTIC LAMINATE SQ SQUARE WS WEATHERSTRIPPING 5 as er CT CERAMIC TILE/CURTAIN TRACK FOC FACE OF CONCRETE KIT KITCHENETTE PLAS PLASTER SS SERVICE SINK WT WEIGHT ARCHITECT AND OWNER IS SUBMITTED TO CONTRACTOR.IN CASES WHERE INSTRUCTIONS ACCOMPANYING ANY CHANGES REQUIRES end du�two ductwork !STIMATES OF COSI INVOLVED,SUCH ESTIMATES SHALL BE PREPARED AND SUBMITTED PROMPTLY SO AS NOT TO UNDULY DELAY THE testing requia ed. NYS Ene - CTR CENTER FOF FACE OF FINISH KO KNOCK OUT PLYW PLYWOOD SST STAINLESS STEEL WWF WELDED WIRE FABRIC PROGRESS OF WORK. CTSK COUNTERSUNK KP KICK PLATE PNL PANEL ST STONE WWM WELDED WIRE MESH „i Q CU CUBIC KS KNEE SPACE PNT PAINT STA STATION 20. EXTRAS:NO EXTRAS WILL BE PERMITTED UNLESS SUBMITTED IN WRITING BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT AND '' '�: � aratOr1L CW CW WATER POL ; POLISH STC SOUND-TRANSMISSION CLASS YD YARD DRAIN/YARD i ''"LER. _. SHEET LIST rcquired as p-r 21. VERTIME:WHEN SO DIRECTED,AND UPON WRITTEN APPROVAL,ALL CONTRACTORS SHALL PERFORM WORK IN OVERTIME AND THE Y ®�e 11 ADDITIONAL COST TO THE OWNER SHALL BE THE ACTUAL DIFFERENCE BETWEEN OVERTIME WAGE COSTS AND REGULAR TIME WAGE COSTS. Sheet Number Sheet Name ELECTRICAL A-100 Coe Plan et INSPECTION REQUIRED 22. ORDERLY SITE:CONTRACTOR SHALL MAINTAIN CLEANLINESS AND PROTECTION OF ALL AREAS. CONTRACTOR SHALL AT ALLTIMES KEEP A-100 Site Plan H r R E S C h e C k Software V ers I o n 4•.6�.5 PREMISE FREE FROM ACCUMULATION OF WASTE CONSTRUCTION MATERIALS AND RUBBISH.THE CONTRACTOR TO CONTROL CLEANING TO A-101 Stormwater Plan H PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE AND INFILTRATING AREAS OUTSIDE THE JOB SITE, UPON COMPLETION ALL DEBRIS k Certificate am' SHALL BE REMOVED AND THE PREMISES LEFT INA BROOM CLEAN CONDITION. ALL RUBBISH SHALL BE DISPOSED OF IN A LEGAL MANNER. A-200 Basement+first Floor Plan Compliance �,,e rt i ''�,a tL4J �` A-201 Second Floor+Roof Plan Effi■ r ■ { 23. WEATHER PROTECTION:CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK A-300 Exterior Elevations ciency r � i c t. THAT BECOME EXPOSED TO THE EXTERIOR AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DUE TO INSUFFICIENT TE? Os p� �'�.0����� � C-,, ' PROTECTION. CQ r pj RD,N R�QU9R�,p ALL•PLU:1a131N, V,,I',STE 24. SUPERVISION:THE CONTRACTOR SHALL HAVE A FULL TIME,ENGLISH SPEAKING SUPERINTENDENT OR FOREMAN ON THE PREMISES,Pou(E •-A 4'VATER LINES,%1C E D Project ir(, „ C l F. (1tL, �� ! L �--------J THEJOB AT ALL TIMES,CONTINUALLY KEEPING PREMISES ORDERLY AND SECURED. - T�STING$EFOR-CoVr-r.�, ' Above-Grade Wall 21.00 G Energy Code: 2015 I ECC 25. CONSIDERATE NEIGHBOR:CONTRACTOR SHALL BE MINDFUL OF NEIGHBORS,TAKING CARE TO AVOID DISTURBANCE. THE CONTRACTOR SHALL G Below-Grade Wall 0•'00 MAKE GOOD,AT HIS OWN EXPENSE,ANY DAMAGES TO EXISTING AREAS NOT DESIGNATED FOR REFURBISHMENT.THE CONTRACTOR SHALL PLUMBER CERTIFICATION Location: Southold, New York COORDINATE ALL SPECIAL CONSIDERATIONS OF THE CONSTRUCTION(I.E.NOISY OPERATIONS,INTERRUPTIONS OF ANY MECHANICAL AND/OR ON LEAD CONTENT BEFORE Construction Type: Single-family Floor 30.00 ELECTRICALSERVI(ES,MATERIAL DELIVERIES AND OR STORAGE)WITH THE OWNER AND ARCHITECT PRIORTO THE START OF WORK. GFRTIFICATE OF OCCUPANCY Project Type: New Construction Ceiling /Roof 30.00 Conditioned Floor Area: 2,297 ft2 Ductwork(unconditioned spaces): 26. WARRANTY: ALL WORKMANSHIP,MATERIAL,AND EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF OWNER ACCEPTANCE. SOLDER USED IN WATER 11 DO N3Ti.PROCEED WITH Glazing Area 49o�u ANY FAILURE OR DETERIORATION WITHIN THIS PERIOD SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE, f �r SUPPLY SYSTEM CANNOT FRA�ti�l��,a UNTIL SURVEY Climate Zone: 4 (5572 HDD) i.�J �?-s; �] ar t?t",LI (W, - ». �� 27. LICENSURE:ALL WORK TO BE PERFORMED BY CONTRACTORS LICENSED IN THE COMMONWEALTH OF VIRGINIA. VICINITY AP EXCEED 2/10 OF 1%LEAD. OF FOUNDATION LOCATION " Permit Date: __ _ _.____ .-.._..._.-__ - . ._.__...._..___..-.__- HAS E3+�Ei'J APPROVED. Window 0.30 0.30 F Permit Number: 28. CLEARANCES: MINIMUM CLEARANCE DIMENSIONS INDICATED SHALL BE MAINTAINED,PARTICULARLY AT STAIRS,CORRIDORS,AND Door 0.30 0.30 RESTROOMS. --_-. _...._.._,..._..- . F Construction Site: Owner/Agent: Designer/Contractor: Skylight 0.30 0,40 29. ORDERING: VERIFY ALL DIMENSIONS BEFORE ORDERING AND INSTALLING MATERIALS �, 18915 Soundview Avenue Kartik Desai John Zotos Southold, NY {` Ja ('iw, • v' s +a,ry_ 30. MINOR DETAILS: MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR THE PROPER CONSTRUCTION FOR ANY PART OF ra• IM _.- _._-.-_.__..___ L s __._.---�-___.., THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. ,1,,., y 11 I Heating System: Baa '-:, �, 31. BLOCKING: PROVIDE BLOCKING AS REQUIRED FOR PROPER SUPPORT OF WALL AND CEILING MOUNTED EQUIPMENT. `,I, e°,0-q. .Ci s E" �_° L9.:9i`_ . • d' _-.-_ - --.___ _- Cooling System: �,d :. - n c,c. Iss Compliance: 12.3%Better Than Code Maximum UA: 478 Your UA: 419 Maximum SHGC: 0.44 Your SHGC: 0.30 �� Water Heater: 32. GALVANIC ACTION: DISSIMILAR METALS TO REMAIN SEPARATE TO AVOID GALVANIC ACTION The%better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. " `"•' E It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. __ __ �' Greenport Name: Date: Ci "+ �. y n' a.t .,' 11 4 _17 � Fro cS' 75 ate, -�;.� e x-� +ra -, ^-,,- g re^. re .M - I ` ,014,�.- . - .- - = No. Issue: Date: Envelope Assemblies CommentsI I y w, e �,„a 0 Issued For Pe 09.01.2018 x714 1 Greenport z g Permit i West I Derin Harbor �F14 *W Pl, .' L* - 1 J " = l 2 i�. z r,. Ceiling 1:Flat Ceiling or 1,188 30.0 0.0 0.035 41 r''" � „'# ., '' , 1 f sir, j` vagt:< g 9 �, �.,3�: L { Iz,, .' Shelter Island AR Skylight 1:Vinyl/Fiberglas's Frame:Double Pane with Low-E 16 0.300 5 14 . r ' c 1 9 C Heights '. ��FtE D SHGC: 0.40 &.. ' I r. N�4 a;, D �� P tN Ccc,y �, Wall 1:Wood Frame, 16" o.c. 11896 21.0 0.0 0.057 55 "��- i ; ; v t a I' � „- r .:�r " 'w"i qw �'{; �. u� :,jn r� Clip' e0 -n'9' ., Z =�N03 I - Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 259 0.300 78 a e SHGC: 0.30 , i . - .` ° ,,e * rc au F 0 F I r - n pL; R, * S,r,f?�Pir^ 7��'.Y .--, e�•iai, Door 1:Glass 668 0.300 200 , 11 1 SHGC: 0.30 I , k I ti, �y Shelter Island m 38356 1 094 30.0 0.0 0.033 36 r' °� 1 - .;. r L r' a. � l 1 ;u n Southold u'� sn,, , - -9�, .y Floor 1:All-Wood Joist(rruss:Over Unconditioned Space , ""' 1 I , 1 R r F fp (J I* 1�1 ' 1 s i `° Floor 2:All-Wood Joist/Truss:Overoutside Air 110 30.0 0.0 0.033 4 � j 1 1 R ��'°� �: Sf Branch fine takeoffs andjoirrass � 1 Compliance Statement: The proposed building design n described here Is consistent with the buildin leans, s ecifications,and other C � I i 1 � x � P p p 9 9 g P P : a, T11 C calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in :� ) - ;t g, a , , a i ,• y r, as, P' 6 - , `t i _ f. I .Y , t1Q 14 REScheck Version 4.6.5 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. r. ; ; ,', ; "`x, 11 r -J1 a - �7 = '1.f. ,� Cover Sheet I a` 8 t t Peconic Name-Title Signature Date }" 11 r ,i X i 111-11 g i I I.. � i � _ �;. .,.' !i`,"t.„'1�r'r`d? ,x'1.."t!',es((Y£'} �* '<ft''ri"4'` ; - F_ ,E her l F., ,� .,m- _ 1f.-, Y - �7r ., yV� c,4 y, i. Ct:?I ie.ke3 a iC til. 23 a 'I K n Rg�� 1 Y i t$€ rlit s5 Qn s 1 i �' t a to a�•:,..w r l.�i<,T� r ° k ewRd ��,cp ti, il :mea E ;' grain 8ay"'PW d . 11, ) -. � f. i I' &' N ,-, - h F . GI 11 , t X .1_____U_-_1 .,,,. k___ � so h In Project Title: Report slate: 06/18/18 r P6 n Typical Duct Sealing Example of Air Sealed Wall _I AM000000 N cn A .A PAGE 10F 6 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 15 16 17 18 19 110 11 112 13 114 115 LONG ISLAND SOUND STORIHATER DRAINAGE CALCS 2.4 LMEAN HIGHOCATED BY WATER H ITECTU R EAF AS LONG ISLAND SOUND 9.25.2013 �,.__--- 2.6 �^"r~ MEAN HIGH WATER 'SEE SURVEY FOR SORMWATER RUNOFF CALCULATIONS 4 0 2.4 LOCATED BY SASKAS Desai Residence 9.25.2013 4 TOE OF BLUFF 2.6 LOCATED BY SASKAS 18918 u18 Soundview Ave Southold, NY 11971 4 9.25.2013 4 No:1806 N TOE OF BLUFF _�_ N LOCATED BY SASKAS 9.25.2013 90 10 Kartik Desai 10— x•-10 20 — 20 M -- — 20' — 20 30 Architecture: ' Andrew Herbert,RA Architecture AF,PLLC 311 N 2nd St 30 /'�- ' 30 —`40 BLUFF CREST 40 LOCATED BY SASKAS Richmond,VA 23219 (917)288-6253 9.25.2013 info@architecture.af L BLUFF CREST EXISTING WOOD L 40 40 LOCATED BY SASKAS STAIRS � �' S0 Engineering: 9.25.2013 50 PROPOSED NON-TURF Ed Armus Engineering BUFFER 15'LANDWARD FROM Ed Armus,P.E. VOOD STAIRS BLUFF CREST 36 Deer Run 'O REMAIN 50 PROPOSED NON-TURF 4'WIDE PATH TO BE Water Mill,NY 11976 50 BUFFER 15'LANDWARD FROM MAINTAINED FOR (631)804-6267 BLUFF CREST.PROTECT STAIR ACCESS ed@armusengineering.com DURING CONSTRUCTION K 52' K Environmental Consultant: COASTAL EROSION HAZARD LINE \, EXIST BUILDING EN Consulting 1319 North Sea Road 52 DEMO EXIST CONG Southampton,NY 11968 PAD POOL ENCLOSING EXIST BLDG (631)283-6360 FENCE Robert Herrmann (DEMOLISH) rherrmann@enconsultants.com J J DEMO EXIST SEPTIC APPX LOCATION OF EXIST POOL DEMO EXIST PATIO 54 - --'�— b w 54— - N Fq u7 LU N OQS CCyr'T E4 r` U' p N {V z O I O O Z 75' RiANCE RBLUFF flOU1RED EXIST SEPTIC DEMO EXIST 1 STORY HOUSE PROPOSED LOT 1000-51-1-14 U POOL H LOT 1000-51-1-16 APPX LOCATION N H 54 ` OF EXIST POOL 54 0 100'BLUFF SETBACK vOi POOL ENCLOSING---\ O FENCE U � ¢ EXIST STONE GENERAL DEMO NOTES: m 1.ALL DASHED LINES DENOTE OBJECTS TO BE PROPOSED TWO -} DRIVEWAY TO STORY HOUSE w w C REMAIN REMOVED,UNLESS OTHERWISE NOTED. rn p G 2.EXERCISE REASONABLE PRECAUTION TO ENSURE L7 c'n SITE PROTECTION. PROVIDE PLYWOOD GANGWAY POOL z b UNDER ALL HEAVY EQUIPMENT FOR LANDSCAPE EQUIP `— PROTECTION. APPX LOCATION OF EXISTING HOUSE m 3. IT IS THE ARCHITECT'S AND OWNER'S INTENT TO PROTECT ALL TREES IN PROXIMITY TO THE PROP SED SEPTIC.SEE >' ._'• SI SURVEY FOR � CONSTRUCTION AREA FROM DAMAGE OR INJURY APPX LOCATION OF EXISTING HOUSE DUE TO CONSTRUCTION,UNLESS OTHERWISE NOTED EPTIC DIMS AND REQ'D `n IN TREE SCHEDULE. THE SUGGESTIONS FOR TREE y w SEPARATIONS F DEMO EXIST PROTECTION PROVIDED ARE EXPLICITLY NOT — .0 �. F SHED GUARANTEED TO FULLY PROTECT THE TREES. IT IS Y : ,.z :`• �''::., ____ POOL ENCLOSING HIGHLY RECOMMENDED THAT A TREE SPECIALIST BE HIRED AND THAT SUCH A COST BE REVIEWED WITH OWNER FOR APPROVAL PRIOR TO PROCUREMENT OFPERVIOUS'GRAVEL,• ". TREE SPECIALIST SERVICES. IF CONTRACTOR DOES LfRIV1=WAY.: NOT REVIEW WITH OWNER HIS/HER WILLINGNESS TO HIRE SUCH SPECIALIST,THEN IT WILL BE ¢ OSED v CONSTRUED AS CONTRACTOR'S WILLINGNESS TO ;' `� _ ` PROP GARAGE 0 ACCEPT LIABILITY FOR PROTECTING THE TREES ' . `. ' _ EXIST WELL FROM ANY DAMAGE THROUGHOUT THE `�:v �' 0 E o 40'FRONT SETBACK(ALL STRUCTURE o CONSTRUCTION PROCESS. E 4.OFFER HABITAT FOR HUMANITY FIRST ACCESS TO No. Issue: Date: SALVAGE 1 RECYCLE ANY PART OF THE EXISTING 52 HOUSE NOT RETAINED BY OWNER. COORDINATE WI LOT 1000-51-1-14 • 0 Issued For Permit 09.01.2018 48 OWNER, INCLUDING ANY POTENTIAL TAX CREDITS. ° O ° 52 48 O o ABANDON o EXIST SEPTIC �,.EO AR y D EXIST WELL LOT 1000-51-1-15 .. �5 Y�ENC ° EXIST WELL LOT 1000-51-1-15 PROPOSED WELL w ° O O 46 o LOCATION LOT 1000-51-1-16 a X +/ 0 ° N 87°22''30"W O 46 0 3 8 1 5 �O O 100' h N 8722,30,W 50.2 UTILITY POLE O 100' C 44 C 50,2 :; UTILITY POLE N 44 Site Plan N „ SOUNDV 'EW AV ' B / IB 50 43.4 SOUNDVIEW AV 48 a 46 44 50 43.4 0 Ln 48 46Si}e Demo Plan Site Plan 44 AmIO0000 CD N A A PAGE 2OF6 1 2 13 14 i5 16 17 18 19 110 112 113 114 115 1 2 13 14 5 16 17 18 19 110 111 112 113 114 15 o° A5 ARC H ITECTU R EAF I 12'-1" 81/4" 12'-11' 81 12'-1" 81/4" " 12'-1 I 0 I - IF 00, Desai Residence I s1 s1 s1 18918 Soundview Ave Southold, NY 11971 N I ---- I No:1806 N DN Foyer D1 of M 3'-O" F11 01 50 SF 02 Kartik Desai - -1ZA 13 NON-COMBUSTIBLE HEARTH I / XBath 1\ _4> Kitchen I _ M - Storage 13 15 9 12 43 SF 248 SF _ M Ln I 23$F Architecture:CL ------ ------- o Andrew Herbert,RA 02 o Q Architecture AF,PLLC o I. v 311 N 2nd St Richmond,VA 23219 (917)288-6253 info@architecture.af L 02 ------ o L Dining Room Living Room –––––– 2'-0" Engineering: 16 17 I Ed Armus Engineering 245 SF 251 SF Ed Armus,P.E. Den ------ \` `�' I 36 Deer Run O 14 J O° I Water Mill,NY 11976 _15A_ 631 I 127 SF cO ( )804-6267 6 67 ed@armusengineering.com Ol K' I K M K Environmental Consultant: Consulting 02 ( 319 North Sea Road St 1 I Southampton,NY 11968 (631)283-6360 Robert Herrmann I rherrmann@enconsultants.com 12'-51/4" 12'-1" 12'-1" 12'-1" J I I J o° I 1 Construction Plan - 1st Floor - House 1/4"=11-011 P,�oo A5 H H MALL TYPES 54'-21/2° I _ 10" 11`-10" 10" 11'-111/4" 10" 7-111/4" 10" 111-101, 10" 21-611 I TYPE 01:2x8 WD FRAMING,SPACING/NAILING PER STRUCTURAL DRAWINGS.3-1/2'CLOSED CELL INSULATION FOR MIN.R-21 RATING G TYPE 02:2x4 WD FRAMING,SPACING/NAILING PER STRUCTURAL DRAWINGS.CAVITY FILLED I WITH R-11 ACOUSTIC BATT INSULATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — � I I FOUNDATION WALLS,SEE STRUCTURAL DRAWINGS I co F - CONSTRUCTION LEGEND F I I I i o I I I I EXISTING CONSTRUCTION El NEW CONSTRUCTION P E I E CD I N I ;------� _ J N.I.C. No. Issue: Date: I 0 Issued For Permit 09.01.2018 I , - I I ------ i I CONSTRUCTION DOTES RED ARC KEN I - 0 1. PROVIDE MIN LEVEL 4 FINISH AT ALL WALLS ACCORDING TO ASTM C 840 m 2. ALL CABINETRY TO BE CONSTRUCTED IN ACCORDANCE WITH"PREMIUM" m I co GRADE WORKMANSHIP CRITERIA PER ARCHITECTURAL WOODWORK o — — — — — — — — — — _ — — — — — — — — — — — — — J I INSTITUTE SPECIFICATION. N 3. DURING FLOOR SANDING AND FINISHING,ALL ELECTRICAL OUTLETS AND ;� >� a DEVICES ARE REQUIRED TO BE COVERED AND PROTECTED TO FIRE FROM L — —1 AVOID S PENETRATING ELECTRICAL DEVICES. 4. ALL MIRROED GLASS PANELS SHALL BE SAFETYGLASS OR HAVE MYLAR Ll SAFETY BACKINGS C 5. LOCATE DOOR STOPS IN FIELD WITH ARCHITECT. I 6. ALL WET LOCATION GYPSUM WALLBOARD TO BE WATER RESISTANT.ALL C 26'-31/4" 11'-111/2" 10" 11'-9 3/4" 1p" WALLS WITH TILE TO BE WATER RESISTANT GYP. 1. LOCATE ACCESS PANELS AS REQUIRED FOR ACCESS TO BUILDING SYSTEMS IN FIELD WITH ARCHITECT. Basement '� First Floor Plan 8. PRICE FOR 10 PAINT COLOR CUTS+(3X)3'-0"X 3'-0"MOCKUPS IN EACH ROOM 9. SEE FINISH PLAN AND ELEVATIONS FOR CASEWORK INFORMATION. 10. ALL DIMENSIONS ARE TO THE FACE OF STUD,U.O.N. 11. ALL WALLS MUST BE COMPLETELY SHEATHED PRIOR TO INSTALLATION OF CABINETRY. B F H5 12. ALL EXPOSED PIPING MUST BE INSULATED.THIS INCLUDES ALL B HEATING/COOLING,HOT AND COLD WATER PIPING, a Ln Am2000000 Ln FO N l!1 Construction Plan - Basement - House - rn A 1/4" A, PAGE 4OF6 1 12 13 14 5 16 7 8 19 110 111 112 113 114 15 1 12 3 14 15 16 17 18 19 10 111 112 13 14 1 15 P� ARCH ITECTU REAF A5 0 I Desai Residence I 18918 Soundview Ave Southold, NY 11971 INo:1806 N I ► N I Kartik Desai I I — M I Architecture: I Andrew Herbert,RA Architecture AF,PLIC Poo °o I 311 N 2nd St Ht P Richmond,VA 23219 I Al I (917)288-6253 info@a rchitectu re.af L L I Engineering: I Ed Armus Engineering Ed Armus,P.E. I I 36 Deer Run Water Mill,NY 2611976 — Rt ed@armusengineering.com K 7 I M K Environmental Consultant: I EN Consulting 1319 North Sea Road — Rl — — — RI — — — I— R1 — — I Southampton,NY 11968 `D (631)283-6360 - I Robert Herrmann rherrmann@enconsultants.com I I 1 2'-81/4" 14'-31/2" 10'-11" 10'-11" 14'-31/2" I P1' H5 I I : Construction Plan - Roof o° 114 T-Olf A5 H H 121-51/4" 41/2" 12'-01/2" 81/2" 12'-IF' 81/2" 12'-0 3/4" 9 3/4" 00 00 3'-41/2" 8'-8" I [I C2 Cl O [t [2 0 O I �v I Fl Fl OFl _ G I ( G l M I O 0 F I I Master Bathroom Bedroom Bedroom I F 22 24 27 M I I I117 SF 168 SF 166 SF I 0 N 7 Master Bedroom I E H1 228 SF a T-0"CLR T-0"CLR P Al I I E I — _ No. Issue: Date: 2. 6'-71/2" 41/2" 2'-0" 0 Issued For Permit 09.01.2018 Bath 2 o M i Laundry m IcT m M 23 25 a o Bath 3 O 50 SF O - ED q 8 SF 26 1 \ C� R� D I o a 57 SF Q o D �P� �� , � (JK) — _2101 _23A — 14A 17A 1 I Corridor Room I M 28 20 ( _ yr 038355 �0 I 27 SF 139 SF OF N C I C 3 -63/4" _3 0,' I " , � I Second Floor + Roof Plan 8'-101/2 4 / 32'-11/4" 2 -41/2 41/2 6 -3 3/4„ 1 501-511 I .: 00 B B a Ln 0 N LA�211,0000 Ln Construction Plan - 2nd Floor - House - N rn A PAGE5OF6 A 00 114”=P-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 1 3 14 15 16 17 18 19 110 11 12 13 114 1 15 ARCH ITECTU REAF — — — — — — — — — — — — — — — — — — — — — — _ — 9--� TO CHIMNEY - - - - - - - - I - - - - - - - X81'-85/8,, 0 —WD8o3 0 0 I M TO PARAPET —1 WD803 78 -8 5/8 Desai Residence I I I I TO DECKING 18918 Soundview Ave 76 7 7 8r► Southold, NY 11971 I li I I I I O - jl 2ND No:1806 N ! FLR CLG ! ! I 11 N I I II I I I I I w08o3 75 -5 3/4 I I I i I I I Kartik Desai I II' , 'I I, II I I III I I it I IIII IIII o ; o, WD810 j I ! i I I i I I I M I I II II II I I j \ M N l °p Arh' — — — — ,— -4- — _ 2ND FLOOR Archi j III TI — M 66'-5 3/4 Andrew Herbert,RA I I I I Lr) Architecture AF PLL C — — — — — — — I --- --- -- -- -- — -' — IST FLR CLG j311 N 2nd St r ! I II 65 Orr I Richmond,I and VA 23219 I I I � iI i III iI � O 917 288-6253 / I S i I� I I \ \ \ S1 \ info@architecture.af I L L I I � � � I i I I I I �„_ o Ed ArmuEnginees . Engin EGRESS DOOR W/3'-0" 11A (3 �-- --► ...� 9 Bering li I I - 0 I i �, Ed Armus,P.E. LANDING 1 1/2"BELOW ! THRESHOLD - I I �'' �/ I I l i ! �I I I i i �� �\ I 36 Deer Run Water Mill NY 11976 \ \ j i -(631)804 6267 i I ed armus n I e neerin .co I I @ g m I it I I 9 I I I K IST FLOOR OR K Environmental Consultant: r i r. _ _Orr EN Consulting i I _ I I I I • O0 J —lIIIiI!III;I II ---- aII E-1 I,IIIIII IIIII1 IiIOI iI II ,I III I' iI I i N- --�—N , e_Nr- -n �� 5Tg748Ol' 'r -C-- O8 N C R " E T E 0IJ 1319 Nort'h�k Sea T R (oA and Southampton,NY 119 3�6kt88LL 61 4r► 631 283-6360 AVGRADE Robert Herrmann 2 RISERS,TOP TREAD AT 71/2"BELOW DOOR THRESHOLD 56rherrmann@enconsultants.comBASEMENT (LESS THAN MAXIMUM ALLOWED BY R3113.2) 46'-71/2'► Elevation - House West Elevation - House South 1/4"=1'-0" 1/4" 1'-0" H H TO CHIMNEY 85/8" D803 TO 5/8 TO DECKING 76 -77 8 2ND FLR CLG 7 '-53 4rr ILA, I F WD81D N 2NDFLOORE rIE 6 6 5 3 4rr 00 � 1ST FLR CLG No Issue 1 ' QQr" Date. 65 Orr 0 Issued For Permit 09.01 .2018 ED ARC 2 RISERS,TOP TREAD AT 11/2"BELOW DOOR THRESHOLD (LESS THAN MAXIMUM ALLOWED BY R311.3.2) TFLOOR O v D810 rr56r-0 TO CONCRETEc —K!7---54'-61/4r► AVG GRADE Exterior Elevations 53 . 6 B B BASEMENT 46'-71/2r CIOLn Elevation - House East ElevationHouse North N 1/4"=1'-0" 1/4"=1'-0" A LEI Am300000 CD A PAGE60F6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 R703.7 MA NR VENEE UM WALL I S: 1"DI 'T N E BETWEEN VENEER AND HEATHIN AXI I T R319.1.4 FOUNDATION WOOD GIRDERS: WOOD GIRDERS SEATED IN EXTERIOR FOUNDATION WALLS TO HAVE NAILING SCHEDULE GENERAL NOTES NO.22 U.S. GAUGE X 7/8"CORRUGATED SHEET METAL TIES SPACED NOT MORE THAN 24"O.C. MINIMUM 1/2"AIR-SPACE ALL SIDES OR ENDS WRAPPED WITH ALUMINUM FLASHING. NEW YORK STATE RESIDENTIAL CODE:ONE AND TWO FAMILY DWELLINGS HORIZONTALLY AND VERTICALLY AND WITHIN 12"OF WALL OPENINGS. CONNECTION FASTENING TYPE S R319.3 FASTENERS FOR PRESSURE TREATED WOOD:HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, R703.8 BRICK FLASHING: INSTALL FLASHING UNDER FIRST COURSE ABOVE FINISHED GRADE. IMMEDIATELY 1.JOIST TO SILL OR GIRDER 3-8d TOENAIL .. R301.2.1.1 WIND DESIGN CRITERIA:THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN SILICONE BRONZE OR COPPER OR 1/2"DIAMETER STEEL BOLTS. ABOVE FLASHING PROVIDE WEEP HOLES 33"O.C.MAXIMUM 3/16"DIAMETER IN WYTHE OF WALL. 2.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL DESIGNED TO RESIST HORIZONTAL LOADS ASSOCIATED WITH 130 MPH WIND LOADS FOR EXPOSURE B IN ACCORDANCE WITH MANUAL(ASCE 7)"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE R401.4 FOOTINGS:SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL WITH A R801.3 ROOF DRAINAGE: IF EXPANSIVE OR COLLAPSIBLE SOILS EXISTS,ROOF DRAINAGE TO DISCHARGE 3.SOLE PLATE TO JOIST OR BLOCKING 3-16d at 16"O.C. FACE NAIL EDWARD ARM US RESISTED BY EXTERIOR PLYWOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BOARD. SEE WALL MINIMUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLASS D OR MINIMUM 5'-0"FORM HOUSE OR TO AN APPROVED DRAINAGE SYSTEM. 4.STUD TO TOP PLATE 3-8d OR 2-116d TOENAIL ENGINEERING, PLLC N DETAILS FOR NAILING AND CONNECTORS. BETTER PER TABLE 1615.11 OF NYS BUILDING CODE. FOOTINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, R802.3.1 WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE,THE RIDGE FORMED BY THESE RAFTERS 5.STUD TO SOLE PLATE 3-8d OR 2-16d TOENAIL EDWARD ARMUS, PE COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOIL TEST BYAAPPROVED SHALL ALSO BE SUPPORTED BY A RIDGE GIRDER AND RAFTERS SHALL BE DESIGNED IN 6.DOUBLE STUDS 1 O AT 24"O.C. FACE NAIL 36 DEER RUN R301.2.2 SEISMIC EXCEPTION:ONE&TWO FAMILY DWELLINGS IN SEISMIC CATEGORIES B AND C AND TOWN HOUSES AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS ATA PARTICULAR ACCORDANCE WITH TABLE R802.5.1 (2)USING THE"RAFTER SPAN ADJUSTMENT FACTOR". 7.DOUBLE TOP PLATES 10d AT 24"O.C. FACE NAIL WATER MILL, NY 11976 LOCATED I SEISMIC CATEGORY BARE EXEMPT FORM SEISMIC REQUIREMENTS. FOUNDATIONS TO BEAR ON SOIL OF LOCATION. SITE CLASS D OR BETTER FOR DWELLINGS TO BE SEISMIC CATEGORY C. R802.6 BEARING ENDS OF RAFTERS AND CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2"OF BEARING. 8.TOP PLATES,LAP AND INTERSECTIONS 2-1 Od FACE NAIL 631-804 26)7 R402.2 CONCRETE:A MINIMUM COMPRESSIVE STRENGTH IS REQUIRED AT THE FOLLOWING LOCATIONS AS R301.4 DESIGN LIVE LOADS: DETERMINED BY TABLE R402.2(SEVER WEATHERING COLUMN),PROVIDE 5%AIR ENTRAINMENT IN ALL R802.8 BLOCK BETWEEN 2"X 12 9.CONTINUOUS HEADER,TWO PIECES 16d AT 16"O.C.ALONG EACH EDGE FACE NAIL "CEILING JOIST AT SUPPORTS TO PREVENT ROTATION. 10.CEILING JOISTS TO PLATE 10d TOENAIL R301.6 EXTERIOR BALCONY: 60 PFF CONCRETE. WOOD DECK:: 40 PSF - BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF R802.9 TRIMMER JOIST: SINGLE HEADER AND TRIMMER FOR OPENINGS UP TO 41-01,AND DOUBLED OVER 11.CONTINUOUS HEADER TO STUD 3-8d TOENAIL U240 ATTICS WITH STORAGE: 20 PSF - ABOVE GRADE FOUNDATION WALLS,VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF 4'-0"UNLESS OTHERWISE NOTED ON PLAN. CONNECT WITH HANGERS FOR HEADER JOIST SPANS - PORCHES AND GARAGE SLABS: 3500 PSF 12.CEILING JOISTS,LAPS OVER PARTITIONS 4-8d FACE NAIL U360 FLOOR (NOT BEDROOMS): 40PSF 6'-0"AND GREATER. U360 BEDROOM FLOORS: 30 PSF 13.CEILINGS JOIST TO PARALLEL RAFTERS 3-10d FACE NAIL R405.1 FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION,RETAINING EARTH AND ENCLOSE R905.2.6(2)ASPHALT SHINGLE ATTACHMENT: STRIP SHINGLES SHALL HAVE A MINIMUM OF 6 FASTENERS PER U180 ROOF 45 PSF(GROUND SNOW LOAD) 14.RAFTER TO PLATE 3-10d TOENAIL o U240 ATTICS WITH FIXED STAIRS: 33 PSF HABITABLE SPACE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND-GRAVEL MIXTURE SHINGLE. FASTENERS TO BE MINIMUM 12 GAUGE SHANK WITH 3/8"MINIMUM DIAMETER HEAD TO SOIL PER GROUP 1 SOILS,TABLE R405.1. PENETRATE THROUGH SHEATHING. APPLY 2 LAYERS OF FELT WITH ROOF PITCHES UP TO 4:12. 15.BUILT-UP CORNER STUDS 2-16d 24"O.C. R310.2.2.4 MAXIMUM DEAD LOADS: R406.1 DAM PROOF/WEATHERPROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM 16.ROOF RAFTERS TO RIDGE,VALLEY,OR HIP 4-16d TOENAIL ROOF/CEILING: 15 PSF R905.2.7.1 ICE PROTECTION: ICE BARRIER REQUIREMENTS PER TABLE R301.2(1),IF APPLICABLE:INSTALL PER FLOOR: 10 PSF THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" MANUFACTURER'S SPECIFICATIONS AT ALL EAVES TO A POINT AT LEAST 24"INSIDE EXTERIOR WALL 3-16d FACE NAIL EXTERIOR WALL: 15 PSF PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE LINE AND AT ALL VALLEYS. 17.RAFTERS TIES RAFTERS FACE 3-8d FACE NAIL THE EDUCATION LAW OF THE STATE OF NEW DAMPROOFED WITH A BITUMINOUS COATING,3 POUNDS/SQUARE YARD OF ACRYLIC MODIFIED YORK PROHIBITS ANY PERSON FROM INTERIOR WALL: 10 PSF CEMENT, 1/8"COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM C887. CONCRETE WALLS 18.SUBFLOOR TO FRAMING 8d COMMON 6"O.C.AT EDGES, 12"O.C.INT.SUPPORTS ALTERING ANYTHING ON THE DRAWINGS R905.2.7.2 UNDERLAYMENT: INSTALL UNDERLAYMENT WITH CORROSION RESISTANT FASTENERS PER AND/OR THE ACCOMPANYING DEFLECTION TABLE R301.6 SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMPROOFING MATERIALS TO MANUFACTURER'S SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 36" 19.WALL SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES,12"O.C.INT.SUPPORTS SPECIFICATIONS,UNLESS ITS UNDER THE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS THE EXTERIOR OF THE WALL. O.C. 20.ROOF SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES, 12"O.C.INT.SUPPORTS(SEE NOTE B) DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH ALTERATIONS ARE STRUCTURAL MEMBER DEFLECTION ALLOWABLE R406.3.2 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO HEIGHT OF 1'-0" R905.9 BUILT-UP ROOFS: MINIMUM SLOPE 1/4"PER FOOT(2%)FOR DRAINAGE. 21.GYPSUM WALLBOARD 5d COMMON 4"O.C.AT EDGES,8"O.C.INT.SUPPORTS MADE,THE PROFESSIONAL ENGINEER MUST ABOVE FOOTING FOR WELL DRAINED SITES,OR 1/2 THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SIGN,SEAL,DATE AND DESCRIBE THE FULL Rafters having slopes greater than 3/12 U180 SITES. COVER POROUS FILL WITH STRIPS OF 30 POUND ASPHALT PAPER OR 6-MIL POLYETHYLENE R1001 MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACCORDANCE WITH CODE SECTION NOTE A: NOTE B: EXTENT OF THE ALTERATION ON THE ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT NAILS FOR ATTACHING ROOF SHEATHING TO INTERMEDIATE DRAWING AND/OR IN THE SPECIFICATION with no finished ceiling attached to rafters TO PERMIT WATER SEEPAGE AND AVOID FINE SOIL INFILTRATION. R1001.1 -R1003.13. WHERE OTHERWISE STATED, NAILS USED FOR FRAMING AND SUPPORTS SHALL BE SPACED 6"O.C.FOR MINIMUM 48"DISTANCE (NYS ED.LAW SECTION 7209-2). Interior walls and partitions H/180 R406.3.3 BACKFILL: REMAINDER OF EXCAVATED AREA ABOVE POROUS FILL SHALL BE BACKFILLED WITH R1004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH UL127 LABELING ON EQUIPMENT PER SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING FROM RIDGES,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE Floors and plastered ceilings U360 SAME TYPE SOIL REMOVED DURING EXCAVATION, BACKFILL NOT TO BE PLACED AGAINST WALL UNTIL CODE M1303&M1414.1 AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EXTERIOR AIR YIELD STRENGTHS AS FOLLOWS:80(KSI)(55 MPA)FOR SHANK END WALL FRAMING. All other structural members U240 WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION INTAKE FROM EXTERIOR OF DWELLING"OR FROM SPACES WITHIN THE DWELLING VENTILATED WITH DIAMETER OF 0.192"(20d COMMON NAIL),90 KSI(620 MPA)FOR SHANK Exterior walls with plaster or stucco finish H/360 R404.1.7. OUTSIDE AIR SUCH AS CRAWL OR ATTIC SPACES". GARAGE AND BASEMENT EXCLUDED FROM OUTSIDE DIAMETERS LARGER THAN 0.142"BUT NOT LARGER THAN 0.177,AND Exterior walls-wind loads with brittle finishes U240AIR SOURCE. CHASES SHALL BE FIRE STOPPED AT EACH FLOOR AND CEILING AND INSULATED 100 KSI(689 MPA)FOR SHANK DIAMETERS OF 0.142"OR LESS. NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER R408.1 CRAWL SPACE VENTS:PROVIDE 1 S.F.PER 150 S.F.OF FLOOR AREA. INSTALL VENTS WITHIN 3 THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATION. Exterior walls-wind loads with flexible finishes U120 FEET OF EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18"X 24", UNLESS MECHANICAL EQUIPMENT LOCATED PROVIDE A 22"X 30"ACCESS OPENING PER SECTION M1305.1.1 FURNACES IN CLOSETS: TO HAVE A MINIMUM 30"CLEARANCE IN FRONT OF UNIT FOR SERVICE. M1305.1.4. CLOSETWIDTH TO BE MINIMUM 12"WIDER THAN FURNACE AND 3"MINIMUM CLEARANCE AT BACK NOTE: L=SPAN LENGTH,H=SPAN HEIGHT AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO REMOVE LARGEST APPLIANCE BUT A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE R502.6 BEARING ENDS OF JOIST,BEAMS OR GIRDERS SHALL HAVE MINIMUM 1 1/2"OF BEARING ON WOOD NOT LESS THAN 22"X 30". FOR APPLIANCES LOCATED IN ATTIC,INSTALL SWITCH OPERATED PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. AND METAL AND 3"MINIMUM ON CONCRETE. JOIST FRAMING FROM OPPOSITE SIDES OVER BEARING LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURER'S INSTALLATION 1 NAILING SCHEDULE SUPPORT MINIMUM LAP 3"MINIMUM(3)10D FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2-X2... INSTRUCTIONS. 1 3 1 h ZONE ZONE ZONE R303 (1)HABITABLE ROOM VENTING:WINDOW OPENING MINIMUM 4%OF FLOOR AREA OR MECHANICALLY VENTED R502.7.1 JOIST BRIDGING: ONLY JOIST EXCEEDING 2"X 12"ARE REQUIRED TO BE SUPPORTED LATERALLY M1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO BE ELEVATED 18"MINIMUM AND 2 2 4' FIELD 8"O.C. 12"O.C. 12"O.C. PRODUCING 0.35 AIR CHANGE,PER HOUR EXCEPT BEDROOMS AND FINISHED BASEMENTS. AT MID SPAN BY SOLID BLOCKING OR DIAGONAL BRIDGING(WOOD OR METAL)AT INTERVALS NOT EXCEEDING 8'-0". ENGINEERED JOIST BRIDGING PER MANUFACTURER'S INSTALLATION PROTECTED FROM IMPACTED BY VEHICLE. 1 1 (2)HABITABLE ROOM LIGHTING:GLAZING MINIMUM 8%OF FLOOR AREA OR ARTIFICIAL LIGHT OF 6 FOOT CANDLES REQUIREMENTS. 2 PANEL EDGES 4"O.C. 6"O.C. 6"O.C. AT 30"ABOVE FLOOR. M1501.3 CLOTHES DRYER DUCT: NOT TO EXCEED 25'(EXCLUDING TRANSITION DUCT) REDUCED 21/2' � 1 1 FOR EVERY 45 DEGREE BEND AND 5'FOR EVERY 90 DEGREE BEND. INSTALL BOOSTER FAN FOR 4' R502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION R502.8.1 AND FIGURES ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COMPLY WITH CODE SECTION COMPONENT AND CLADDING LOADS R303.8 HABITABLE ROOM HEATING:CAPABLE OF MAINTAINING MINIMUM 68 EGRESS AT A POINT 36"ABOVE FLOOR R508.8 SECTIONS R802.7.1 FOR JOIST,RAFTERS AND BEAMS/R602.6 FOR STUDS/R602.6.1 FOR M1501.1 LISTED AND LABELED IN ACCORDANCE WITH UL2158A. EXHAUST DUCT SIZE SHALL COMPLY 4' AND 24"FROM EXTERIOR WALL. WALL PLATES/R602.7 FOR HEADERS AND FIGURE R602.6(1)AND(2). FOLLOW MANUFACTURER'S WITH CODE SECTION M1501.2. SPECIFICATIONS FOR ENGINEERED WOOD PRODUCTS. R305.1 MINIMUM CEILING HEIGHTS:7'-6"MINIMUM IN HABITABLE ROOM. MINIMUM BASEMENT HEIGHTS:7'-0" M1506.3 EXHAUST FANS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL EXHAUST CAPACITY OF 50 CFM MINIMUM,6-8"UNDER GIRDERS,DUCT,ETC. R502.12 DRAFT STOPPING:INSTALL 1/2"GYPSUM BOARD OF 3/8"PLYWOOD OR PARTICLE BOARD PARALLEL INTERMITTENT OR 20 CFM CONTINUOUS. MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM(MWFRS) GENERAL NOTES TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 1000 SF OF R308.4(6) GLAZING OF HAZARDOUS LOCATIONS:ALL GLAZING WITHIN 24"OF HINGED DOOR IN CLOSED POSITION CONCEALED SPACE. PROVIDE STOP MATERIAL AT SUSPENDED CEILINGS UNDER FLOOR FRAMING G2426.5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND 3'-0"ABOVE THE HIGHEST POINT WHERE IT MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT IS 60"ABOVE FLOOR. EVERY 1000 SF OF CONCEALED SPACE. PASSESTHROUGH ROOF AND AT LEAST 2'-0"ABOVE ANY PORTION OF ROOF WITHIN HORIZONTAL H R308.4(10) STAIRWELL WINDOWS:WINDOW SILLS AT STAIR LANDINGS LESS THAN 60"SHALL HAVE SAFETY GLAZING. R503.2 SHEATHING: DISTANCE OF 10'-0". H G F R309.1 DOORS FROM GARAGE INTO HABITABLE SPACE:45 MINIMUM FIRE RATED WITH SELF-CLOSING DEVICE. SUBFLOORING 16"O.C.SUPPORT(5/8")MINIMUM P2801.5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL PAN G 24"O.C.SUPPORT(3/4")MINIMUM HAVING A MINIMUM THICKNESS OF 24-GUAGE AND 1 1/2"DEEP AND PROVIDED WITH A DRAIN LINE. F E E R309.2.1 GARAGE WALLS:5/8"TYPE-X GYPSUM BOARD ON GARAGE SIDE, 1/2"TYPE-X GYPSUM BOARD ON OPPOSITE ROOF SHEATHING 16"O.C.SUPPORT(1/2")MINIMUM G TABLE R803.1> 24"O.C.SUPPORT(5/8")MINIMUM NOTE: CODE SECTION 1225.2 WALL SIDE OF HABITABLE AREAS. WALL SHEATHING (1/2")MINIMUM LOCATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED I ENDZONE R309.2.2 GARAGE CEILING:5/8"TYPE-X GYPSUM BOARD. SEE NAILING SCHEDULE TABLES R602.3(1)AND(2)FOR FASTENING. ALL ROOF AND WALL IN EACH DWELLING UNIT. THE REQUIRED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE IMMEDIATE PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE,SHALL MEET THE VICINITY OF BEDROOM(S)ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). R310.1 FINISHED BASEMENT EGRESS WINDOWS SILL HEIGHT MAXIMUM 44"ABOVE FLOOR. REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS STANDARDS PS-1,AND SHALL BE TABLE R301.2(1) R310.1.1 WINDOW EGRESS OPENING REQUIREMENTS:NET CLEAR OPENING FIRST FLOOR 5.0 S.F.,SECOND FLOOR IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA ......: ...::: 5.7 S.F.,MINIMUM HEIGHT OPENING 24",MINIMUM WIDTH OF OPENING 29'. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES OF ALL GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM(1,2) WINTER ICE SHIELD FLOOD EXTERIOR WALLS. IF PLYWOOD STOPS AT PLATE, THEN PROVIDE SIMPSON LSTA18 STRAPS OF 48" C R310.2 EGRESS BASEMENT WINDOW WELLS:MINIMUM NET CLEAR AREA TO BE 36"X 36". PROVIDE STEPS OUT OF O.C.AND CORNERS,NAILED TO STUDS WITH 10D NAILS IN HOLES PROVIDED. CENTER STRAPS ON SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE(c) DECAY DESIGN UNDERLAYMENT HAZARDS W WELL IF BASE HEIGHT TO GRADE EXCEEDS 44". LOAD {PAPH) CATEGORY(g) DEPTH(b) TEMP(f) REQUIRED (h) eFN�FOiR� .' PLYWOOD JOINT. USE LSTA30 STRAP IF PLYWOOD DOES NOT OVERLAP BOTH THE TOP AND BOTTOM q4U SAVE C REFERENCE CORNER PLATES OF THE SAME LEVEL. 25 130 (c)SEE NOTE SEVERE 36" MODERATE SLIGHT +11 (c) YES SEE NOTE qTF N �� A AVE HEIGHT R311.3 HALLWAYS:MINIMUM 36"CLEAR WIDTH. R301.2.2 (h) EIGHT A / 1.ROOF HEIGHT<24 FT. SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONALACROSS SUPPORTS:BREAK JOINTS - TRANSVER5= 2a 2.3 SEC.GUST WIND SPEED=130 MPH R311.4.3 LANDINGS AT DOORS: MINIMUM 36"X 36"LANDING REQUIRED IF(3)OR MORE RISERS REQUIRED. IN ADJACENT COURSES:LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY 2a LONGITUDINAL 3.IMPORTANCE FACTOR"1"=1.00 4.EXPOSURE=B BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED. FOR SI:POUND PER SQUARE FOOT=0.0479kN/M3, 1 MILE PER HOUR=1,609 KM/H R311.6 RAMPS:MAXIMUM SLOPE ONE UNIT VERTICAL TO 8 UNITS HORIZONTAL(1 IN 8 SLOPE). PROVIDE HANDRAIL MAIN WINDFORCE-RESESTING SYSTEM LOADING DIAGRAM(MWFRS) ON SIDE FOR SLOPES THAT EXCEED 1 IN 12. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS;LOCATE END A.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY T SATISFY THE JOINTS OVER SUPPORTS;STAGGER JOINTS;PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WIND LOAD ROOF R314.1 STAIR:STAIR WIDTH MINIMUM 36"WITH MINIIJIUM CLEAR OPENING 31.5"WITH HANDRAIL ONE SIDE AND 2T' WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN 5/8"THICK. WEATHERING INDEX(I.E."NEGLIGIBLE","MODERATE"OR"SEVERE")FOR CONCRETE AS DETERMINED FROM RIZO L ADS VERTICAL LOADS HANDRAIL BOTH SIDES. INTERIOR AND EXTERIOR STAIRS TO BE ILLUMINATED. THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE VELOCITY DIRECTION ANGLE A B C D E F G H ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 3/4"UNDERLAYMENT BOARD DETERMINED FROM ASTM C34,C55,C62,CD3,C90,C129,C216 OR C652. 130 MPH TRANSVERSE 0'TO 5' +22,8 -11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 R314.2 TREADS AND RISERS:MAXIMUM RISER HEIGiT 8 1/4". MINIMUM TREAD DEPTH 9"PLUS NOSINGS 3/4"-1 1/4" OR OTHER APPROVED EQUAL,OVER SUBFLOOR,FLOORS TO BE COVERED WITH OAK FLOORING, B.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE LONGITUDINAL ALL ANGLES +22.8 -11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 MAXIMUM. OPEN RISERS NOT PERMITTED ON RISES GREATER THAN 30". MAXIMUM 3/8"TREAD AND RISER GRANITE OR CERAMIC TILE SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW WIND L VARIANCE WITHIN STAIR RUN. MINIMUM TREAD WIDTH 6"ON WINDERS. FINISH GRADE. ROOF MAX.HORIZONTAL WALL LOADS �E. VELOCITY DIRECTION ANGLE R602.3.2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 24". C.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","SLIGHT TO MODERATE",OR 1 E 4E 1 4 R311.5 STAIR HEADROOM: MINIMUM 6-8"MEASURED VERTICAL. "NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE HAS BEEN A TRANSVERSE O'TO 5' +17.3 -13.4 +12.7 -10.3 R602.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5"MAXIMUM UNDER BEARING MEMBERS UNLESS(2) HISTORY Of LOCAL DAMAGE. 130 MPH LONGITUDINAL ALL ANGLES +17.3 -13.4 +12.7 -10.3 R311.5.6 HANDRAILS:PROVIDE 34"-38"HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAYS WITH 2 OR MORE 2"X 6"OR(3)2"X 4"PLATES ARE INSTALLED. D.THE JURISDICTIONS SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVER","SLIGHT TO RISERS. MODERATE, OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER R602.8(1-5)FIRE BLOCKING: FIREBLOCK ALL CONCEALED DRAFT OPENINGS(VERTICAL AND HORIZONTAL) THERE HASBEEN A HISTORY OF LOCAL DAMAGE. R312 GUARDRAILS:PORCHES,BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOOD E.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED WITH 36"HIGH RAILINGS,BALUSTERS NOR TO ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. BATTS OR BLANKETS SECURELY RETAINED IN PLACE PER SECTIONS R602.8(1),(1.1)AND(1.2). MAP[FIGURE R301.2(4)]. WIND EXPOSURE SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN CLIMATIC AND GEOGRAPHIC DESIGN DATA ACCORDANCE WITH SECTION R301.2.1.4. Uj R313.1 SMOKE ALARMS:INSTALL SMOKE ALARMS IN ALL BEDROOMS AND IN IMMEDIATE VICINITY OUTSIDE OF R702.3/TABLE 702.3.5 GYPSUM BOARD: INSTALL OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING F.REFER TOT-ABLE N1101.2"WINTER DESIGN DRY-BULB TEMPERATURE COLUMN. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER BEDROOMS. INSTALL ONE SMOKE ALARM ON EACH LEVEL INCLUDING BASEMENT. INTERCONNECT ALL ALARMS. STRIPS @ 24"O.C.MAXIMUM. PREVENT EXPOSURE TO WEATHER. ATTACHING GYPSUM BOARD TO G.THE JURI DICTION SHALL FILL THIS PART WITH THE SEISMIC DESIGN CATEGORY DETERMINED FRO SECTION SNOW SPEED(MPH) DESIGN DESIGN WOOD FRAME AS FOLLOWS(UNLESS NOTED OTHERWISE). SCREWS SHALL BE TYPES OR W AND R301.2.2.1. LOAD &EXPOSURE CATAGORY WEATHERING FROST LINE TERMITE DECAY TEMP. R313.5 AUTOMATIC SPRINKLER SYSTEM: BUILDINGS HAVING A HEIGHT OF 3 STORIES SHALL BE EQUIPPED WITH PENETRATE WOOD 5/8"MINIMUM, 12"O.C.FOR CEILING AND 16"O.C.FOR WALLS. NAILING TO H.THE JURISDICTION SHALL FILL THIS PART OR THE TABLE(a)THE DATE OF THE JURISDICTION'S ENTRY INTO DEPTH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH NFPA13D. A SPRINKLER SYSTEM IS REQUIRED WHEN FIRST STORY CEILING WOOD FRAME TO BE 7"O.C.AND 8"O.C.AT WALLS. THE NATIOII/AL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR 130 mph IS BASEMENT WHERE THE FINISHED FLOOR ABOVE BASEMENT IS: MANAGEMENIT OF FLOOD HAZARD AREA),(b)THE DATES OF THE CURRENT EFFECTIVE FIRM AND FBFM,OR 25 psf 3 sec.gust B SEVERE 36 in. MODERATE SLIGHT TO 11 1. MORE THAN 6 FEET ABOVE GRADE FOR 50%OR MORE R703.2 ASPHALT SATURATED FELT: 15 POUND PER 100 SF APPLIED HORIZONTALLY WITH THE UPPER LAYER OTHER FLODD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. exp.B TO HEAVY MODERATE 2. MORE THAN 12 FEET AT ANY POINT LAPPED OVER LOWER MINIMUM 2". LAP 6"AT JOINTS. I.SEE FIGURE R301.2(5)FOR GROUND SNOW LOADS. LU 3. MORE THAT 6 FEET ABOVE GRADE PLANS R703.6 EXTERIOR PLASTER(STUCCO): INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH NOTE: ALL LUMBER TO BE HIEM FIR#2 OR BETTER ASTM C926 AND ASTM C1063 AND THE PROVISIONS OF THIS CODE. PREFABRICATED WOOD TRUSS NOTES: TOTAL LOADVERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO 0.75"AND HORIZONTAL DEFLECTION SHALL BE NEW CODE DESIGN AND STRUCTURAL INFORMATION R319.1 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVE TREATED. TABLE 703.11 EXTERIOR VINYL SIDING: MINIMUM 0.035 THICKNESS,LAP JOINT 0.120 X 1 1/2"LONG NAILS LIMITED TO C50". 1 -ENCLOSED STRUCTURE OR STAPLES 1 3/4"LENGTH EACH STUD. 2-EXPOSURE B R319.1.3 ALL SILLS AND SLEEPERS ON SLAB TO BE PRESSURE TREATED UNLESS IMPERVIOUS MOISTURE BARRIER 1. EXTERIOR MALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-0"IN LENGTH SHALL BE DOUBLE 2X4 3-UP TO 130 MPH WIND ZONE UNDER SLAB IS INSTALLED. (TREATMENT OF WOOD IN ACCORDANCE WITH AWPAC22) STUD WALS. 4-DESIGN IS PRESCRIPTIVE W TABLE R703.7.3 2. MULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY TRUSS GIRDER. USE SAME 5-ROOF LOADS SNOW(115%)40 PSF LIVE LOAD 20 PSF DEAD LOAD6-FLOOR LOADS(LIVING AREAS)45 PSF LIVE LOAD 20 PSF DEAD LOAD WALL CONSTRUCTION ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER NUMBER CF'STUDS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER. DOUBLE 2X4 OR SINGLE 2X6 7-FLOOR LOADS(ATTIC/EXTERIOR DECKS)45 PSF LIVE LOAD 10 PSF DEAD LOAD STUDS SI-D1JLD B USED AT INTERIOR BRIDGE WALL SUPPORTING ROOF TRUSSES. 8-SNOW(50 PSF) a DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6. DRILLING SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES NO.OF 1/2"OR EQUIVALENT 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 9-ALL STRUCTURAL LUMBER-PLATES,JOISTS,STUDS,RAFTERS,COLLAR TIES,RIDGES,VALLEYS AND HIPS ARE DOUGLAS FIR#2 OR AND NOTCHING OF TOP PLATE SHALL COMPLY WITH SECTION R602.6.1. A,C(INCHES) ABOVE ABOVE ABOVE REINFORCING BARS B FOLLOWPGI STANDARDS: ENGINEERED WOOD I-JOISTS A)ANSI/TP'11 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". 10-ALL ENGINEERED LUMBER IS INDICATED ON PLANS BY TYPE,MANUFACTURERAND SIZE CIO PROVIDE FIRE BLOCKING AS PER SECTION R602.8. 3 x 3 x 1!4 6'-0" 3'-6" 3'0" 1 B)TPI HIB COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INSTALLING&BRACING METAL 11 -FLOOR,WALL AND ROOF SHEATHING ARE CDX FIR PLYWOOD OF THE NOMINAL SIZE GIVEN-FLOOR SHEATHING IS ALWAYS 3/4"T+G,WALL 4 x 3 x 1/4 8'-0" 5'-0" 3'-O" 1 PLATE CONNECTED WOOD TRUSSES". SHEATHING 1/2"AND ROOF SHEATHING 5/8"PLYWOOD ALL HEADERS,TRIMMERS AND BEAMS RUNNING PARALLEL TO AND UNDER PARTITIONS SHALL BE DOUBLED. 6 x 3 1/2x114 14'-0" 8'-0" 3'-6" 2 C)TPI DSORECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE 12-MANUAL USED-WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS-HIGH WIND 2015 EDITION CONNECTED WOOD TRUSSES". BRICK IN CHIMNEY WILL BE BONDED WITH A FULL HEADER AT EVERY SEVENTH COURSE. 2-6 x 3 1/2 x 1/4 20'-0" 11'-0.. 5'-0" 4 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUM DESIGN LOADS: TCLL=32 REFERENCE MANUAUREFERENCE STANDARD PSF, TCD.=15 PSF, BCLL=10 PSF, AND BCDL=10 PSF; PLUS UNBALANCED SNOW LOADING, DESIGN LOAD CALCULATIONS WERE DERIVED BY USING THE LIVE/DEAD/SNOW/SEISMIC/WIND LOADS LISTED ABOVE UNDER STRUCTURAL BRICK OR STONE VENEER TO BE ANCHORED TO FRAME WALL WITH 22 GAUGE X 7/8"GALVANIZED BRICK TIES AT 2'0"O.C, WIND LOANING AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS INFORMATION(ABOVE)FOR THE AREA IN WHICH THE RESIDENTIAL STRUCTURE IS TO BE BUILT AND REFERENCING ALL STRUCTURAL SEE FOOTNOTES A, C FOR LINTEL INSTALLATION REQUIREMENTS. HORIZONTALLY AND VERTICALLY. A. LONG LEG OF THEE ANGLE SHALL BE PLACED INA VERTICAL POSITION BUILDING,'(ODE. COMPONENTS TO THE PRESCRIPTIVE ENGINEERING REQUIREMENTS OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY FRAMING NOTES B. DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8 INCHES AND ALL CELLS OF HOLLOW MASONRY TO BE 5. SHOP DFAIWINGS AND DESIGN CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF DWELLINGS 2015 EDITION GROUTED SOLID. REINFORCING BARS SHALL EXTEND NOT LESS THAN 8 INCHES INTO THE SUPPORT. NEW YORC SHALL BE SUBMITTED TO THE DESIGNER FOR APPROVAL. SHOP DRAWINGS SHALL SHOW THE 1 -ALL WOOD TO CONFORM TO AITC STANDARDS AND THE NATIONAL DESIGN SPECIFICATION. C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES,OTHER STEEL MEMBERS MEETING STRUCTURAL SPECIE,SZIE AND GRADE OF LUMBER USED ALONG WITH THE MEMBER FORCES,PLATE SIZES AND DETAIL DESIGN REQUIREMENTS MAY BE USED. OF EACH IY'PE OF TRUSS PROVIDED. FOUNDATION NOTES 2-ALL WOOD SHALL BE DOUGLAS FIR SELECT STRUCTURAL#2 OR BETTER AND SHALL DEVELOP THE FOLLOWING 6. ALL LUMIER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FIRST FLOOR IS FRAMED ALLOWABLE STRESSES. 7. CONNECTION PLATES SHALL BE STAMPED FROM 16, 18,OR 20 GAGE,GRADE A,GALVANIZED STEEL. WATERPROOF ALL FOUNDATION WALLS CONCRETE FOOTINGS TO REST UPON UNDISTURBED SOIL UNLESS SUPPORTING SOIL IS LOAM,CLAY OR Fb=1,450 P.S.I.SINGLE MEMBER BENDING. 8. TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY BOG-IN THIS CASE THE SOIL SHALL BE REMOVED TO ITS DEPTH AND REPLACED WITH ENGINEERED COMPACTED FILL-CONCRETE TO BE 3500 Fb=1.650 P.S.I.REPETITIVE MEMBER BENDING. CUT WOC)',MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. PSI AT 28 DAYS SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN PRESUMED TO BE 4000 PSI-FOOTINGS SHALL REST ON Fv=95 P.S.I.-HORIZONTAL SHEAR R703.7.2 BRICK AND STONE HAVING AN INSTALLED WEIGHT LESS THAN 40 PSF SHALL BE PERMITTED TO BE 9. TRUSSD SHALL BE INSTALLED PLUMB,ADEQUATELY BRACED,IN THE PROPER ORIENTATION AND SPACING UNDISTURBED SOIL ALL CONCRETE FOOTINGS TO BE MINIMUM 3'BELOW FINAL GRADE AND/OR THE FROST LINE"KEYS"MUST BE CUT IN ALL Fc=1,000 P.S.I. -COMPRESSIVE PARALLEL TO THE GRAIN. SHOWN ON THE SHOP DRAWINGS. FOOTINGS ALL THE TIE OR PIN HOLES IN THE FOUNDATION WALL ARE TO BE PARGED ON BOTH THE INTERIOR AND EXTERIOR SIDES WITH A E=1,700,000 P.S.I.MODULUS OF ELASTICITY. SUPPORTED ON WOOD. SEE SECTION R703.7.2.1 FOR LINTEL SUPPORT BY FRAME WALL,NOT ROOF. 10. CUTTING OR FIELD ALTERATION OF ANY TRUSS IS NOT PERMITTED,. WATERPROOF MORTAR-WATERPROOFING SHALL NOT BE APPLIED UNTIL THIS PARGING HAS BEEN INSPECTED IF REQUIRED BY TOWN BUILDING 11. THE COIT'RACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CODE 3-ALL WOOD MICROLAM TO BE ILEVEL TRUS JOIST OR EQUAL. Fb=2,600 P.S.I. E=1,900,000 P.S.I. CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED R703.7.2.2 BRICK LINTEL SUPPORT BY ROOF CONNECTION: SET STEEL ANGLE DIRECTLY ON MINIMUM 2X6 4-ALL FLOOR JOISTS TO BE(LEVEL TRUSS JOIST TAOR EQUAL. ROOF RAFTERS, ATTACH ROOF RAFTERS TO WALL WITH ANCHORED X D WITH(2)10D NTO AILAG SCREWS AILS AT EVERY WALL MINIMUM FOR THE NSTALLATION OF THE TRUSSES. FRAMING NOTES THREE WALL STUDS,REMAINING RAFTERS SHALL BE ANCHOSTRUCTURAL LUMBER AS NOTED-TJI-JOISTS OR#2 DOUGLAS FIR-HEADERS AND STUDS SHALL BE DOUGLAS FIR#2 GRADE OR BETTER 5-ALL TRIPLE AND GREATER LVL STRUCTURAL MEMBERS TO BE THROUGH BOLT CONNECTION. BOLTS TO ASTM STUD SPACING. INSTALL FLASHING AND WEEP HOLES. MAXIMUM HEIGHT OF BRICK VENEER ABOVE FILL IN FOUN)A\TION WITH CLEAN COARSE SAND IN THE NEW SLAB AREAS-USE WATER AND MECHANICAL TAMPER TO STEEL STANDARD A307 (MACHINE BOLTS). BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLTS AND LOCATED 2"FROM LINTEL TO BE:12'-8",WITH MAXIMUM 7:12 ROOF PITCH. COMPRESS AND BEFORE POURING SLAB FOUNDATION TO BE BACKFILLED WITH COARSE SAND STEEL SHALL CONFORM TO ASTM DESIGNATION A-36 AND SHALL MEET REQUIREMENTS OF THE LATEST AISC CODE THE TOP OR BOTTOM OF THE MEMBER. USE TWO ROWS OF 1/2"BOLTS AT 12"O.C. CONTINUOIS LOAD PATH STRAPPING UP AND INCLUDING 130 MPH WIND ZONES DAMPROOFING No. Revision/Issue Date USE THE FOLLOWING CONNECTORS UNLESS OTHERS SPECIFIED IN CROSS SECTIONS-ALL CONNECTORS LISTED BELOW VAPOR BARRIER SHALL BE 6 MIL THICK POLYESTER FILM-MASTIC WATERPROOFING SHALL BE TROWELED MASTIC WATERPROOFING ARE SIMPSC)J Z-MAX MINIMUM-ALL FASTENERS LISTED AS GALVANIZED ARE TO BE HOT DIPPED GALVANIZED-PLACEMENT DEHYDRATIVE#6 PROJECT NO. SHEET OF STRAPS OVIER PLYWOOD IS PERMITTED-TO DETERMINE THE CORRECT NAIL SIZE,THE NAIL USED MUST PENETRATE EAEPLLC INTO THE STJDI SIX TIMES IT'S DIAMETER-FOR USE OF THE BELOW STRAPING IT IS PASSUMED ALL FIRSTAND SECOND NYS CODE NOTE FLOOR STUES/AND ROOF RAFTERS ABOVE WILL BE IN ALIGNMENT DATE FEB 2018 SCALE THIS DRAWING IS THE PROPERTY OF EDWAREARtMUS ENGINEERING, PLLC AND MAY NOT BE REPRODUCED OR USED WITHOUTA WRITTEN PERMISSION AS NOTED WALL CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ ROOF AIS 1/2" SCALE RAFTER TIES ® 16" O.C. VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP ALSO SHESEE HOLD DOWN WOOD FRAME CONSTRUCTION MANUAL 2015 ADDITION - MODEL 'CS20' � MANUF'S INSTRUCTIONS ROOF RAFTERS ._." 2 2X4 OR 2X6 LL STUD 5/8" GYPSUM BOARD 2.4.4.2 SHEAR WALLS MIN 14 10-D WALLS PARALLEL TO THE APPLICABLE WIND LOAD SHALL PROVIDE THE EDWARD ARMUS NAILS RAFTER CONNECTOR 2X4 OR 2X6 WALL STUD REQUIRED SHEAR RESISTANCE AT EACH LEVEL. THE SUM OF THE N e / RAFTER TIES LTWGT ARCHITECTURAL © 16" O.C. INDIVIDUAL SHEAR WALL SEGMENT SHEAR CAPACITIES SHALL MEET OR ENGINEERING, PLLC ® 16" O.C. SIMPSON CS-16 - CUT AT 24" SIDING -- EXCEED THE SUM OF SHEAR LOADS COLLECTED BY HORIZONTAL EDWARD ARMUS, PE 1211 SHINGLES SHINGLES OVER 20 8D - 2-1 2 GALVANIZED DIAPHRAGMS ABOVE. TOTAL SHEAR LOADS SHALL BE CALCULATED USING RIDGE ® ® MODEL CS20 # 15 ROOFING FELT OVER ='a DBL. -OP PLATE NAILS - ATE ERY STUD TABLES 2.5A AND 2.513 FOR WIND PERPENDICULAR AND PARALLEL TO 36 DEER RUN ® ® 1/2" THK (CDX.) ` o® FELT OR HOUSEWRAP RIDGE RESPECTIVELY. DESIGN LOADS SHALL BE DISTRIBUTED TO THE WATER MILL, NY 11976 ALL JOINTS TO BE VARIOUS ELEMENTS IN THE STORY UNDER CONSIDERATION„ BASED ON THE Sim TAPED & SEALED RELATIVE LATERAL STIFFNESS OF THE VERTICAL RESISTING ELEMENTS AND \\® ® ++ PLYWOOD MIN (14) 10-D NAILS slMPsol� FLOOR JOIST Simpson 1 MIN. AIR SPACE 631-726-4717 LTP5 THE DIAPHRAGM. ® 16 o.c. 2X6 ACO SILL PLATE 5/8" X 14" ANCHOR BOLTS EVERY 3' O.C., 5/8" CDX PLYWOOD SHEAR WALLS SHOULD BE 10% OF THE MINIMUM BUILDING DIMENSION, ® NO MORE THAN V FROM ANY CORNER OR SFHiEATHING BUT SHOULD NOT BE LESS THAN 3'. PLACE AT EACH CORNER ALONG iv END OF 2X6 ACO SILL PLATE - USE 3" SQUARE WITH HOLD DOWN. / oa BEARING PLATE UNDER NUT FLASH AND BATT INSULATIO FOUNDATION " PANEL EDGE FOUNDATION 2 CLOSED CELL SPRAY FOAM o ROOF RAFTERS RIDGE BOARD OR ` ® RECOMMENDED - PLACE LTP4 ANo EDGE SHEATHING ROOF RAFTER BEAM (SEE PLANS) STRAPPING ED - SHEATHING___ R-15 FIBERGLASS INSULATION PLATE AT TOP (SEE PLANS FOR ^ SPACING where scuds don't SIZE & SPACING) align w/ rafters ONE OF THE LINKS IN THE CRITICAL LOAD PATH 2"x 6" STUDS ® 16"O.C. i THE EDUCATION LAW OF THE STATE OF NEW INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 130 MPH AND/OR THE ACCOMPANYING EXPOSURE 8 SPECIFICATIONS,UNLESS IT'S UNDER THE 2X6 FRAMING AT 16" O.C. DIRECTION OF A LICENSED PROFESSIONAL RAFTER-TO-RAFTER CONNECTION TYP. © EACH RAFTER TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP. ® EACH RAFTER _FOUNDATION WITH FLOOR JOISTS - WALL STUDS TO ACQ SILL PLATE TYPICAL EXTERIOR WALL CONSTRUCTION 1/2" CDX PLYWOOD SHEATHING. ENGINEER,WHERE SUCH ALTERATIONS ARE _ \ SHOWN VERTICAL. CAN ALSO BE PLACED MADE,THE PROFESSIONAL ENGINEER MUST ' ' O MODEL 'LTS' BY S MPSON STRONG TIES • • F BLOCKING NHORIZONTAL I H BL USIE DOUBLE HORIZONTAL SIGN,SEAL,DATE AND DESCRIBE THE FULL (J) MODEL CS20 BY SIMPSON STRONG TIES 2X6. EACH HORIZONTAL 2X6 NAILED THE EXTENT OF THE ALTERATION ON THE SAME AS BOTTOM PLATE. DRAWING AND/OR IN THE SPECIFICATION TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE BUILDING AND DESIGN CODE COMPLIANCE SHEAR 6" O.C.WALL NAILING 8d COMMON NAILS. (NYS ED.LAW SECTION 7209-2). SPACING AT PANEL EDGE. A. THE STRUCTURAL DESIGN SHALL COMPLY WITH R301.1 OF THE IRC2015. THE ENGINEERED DESIGN REFLECT THE ' 12" O.C. SPACING AT INTERMEDIATE FRAMING. Use every other nail hole :;I JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 130MPH WIND SPEED DESIGN AND REFERENCE , IBC 2015, OR WCFM 2015 (WOOD CONSTRUCTION FRAMING DOUBLE STUDS AT HOLDOWNS. in a row to provide the 12" COMMON BOX NAILS MANUAL). ROOF RAFTERS code-required minimum LENGTH END NAILS B. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA SHALL BE IN COMPLIANCE WITH TABLE R301.2(1)OF THE 2015 NoBASE center-to-center °°spacing for nails ROOF FRAMING IRC SHEATHING EDGE CUT RAFTER CONNECTOR . I AT OTTOM MIN (14) 10-D NAILS MIN (14) 10-D NAILS EA. RAFTER TO TOP PLATE (TOE-NAILED) (TABLE 3.4A) 3-8D 3-10D PER RAFTER C. PLANS ARE IN COMPLIANCE WITH THE 2015 IRC 2ND PRINTING AS ADOPTED AND AMENDED BY NYS AND THE SPACING PANEL EDGE,/ _ 2016 NYS SUPPLEMENT. SINGLE ROW OF DBL. TOP PLATE WALL STUD j3s"-42" CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8D 3-1OD PER JOIST FASTENERS. PLATE /� LENGTH TABLE 3.4A 3\ �� ) 5-3/4"�� HOEDOWN DETAIL�' / CL AR CEILING JOIST TO PARALLEL RAFTER (FACE-NAI ED) 6-16D 40D EACH LAP HOLDOWN DETAIL GARAGE 2ND FLOOR 1 SPAN 1� O2 o 0 5 3/4"� HOEDOWNS AT ALL EXTERIOR -(TABLE 3.9A) SOLE PLATE- - HOLDOWNS AT ALL EXTERIOR CORNERS CORNERS OF FOUNDATION AND I GALV. METAL STRAP CEILING JOIST TO LAPS OVER PARTITIONS 6-16D 40D EACH LAP O3 OF FOUNDATION OF NEW CONSTRUCTION. BOX END 1O O2 0 CONTINUED AT SECOND FLOOR © 16" O.C. (FACE-NAILED (TABLE 3.9A) HOLD DOWN CONNECTIONS OF NEW CONSTRUCTION. MODEL 'CS20' / FLOOR JOISTS 1 - 2X6 EXTERIOR WALLS COLLAR TIE TO RAFTER (FACE-NAILED) 3-8D 3-10D PER TIE REQUIRED AT EACH BUILDING CORNER Q1 1ST FLOOR 4 1 - 2X6 STUD EXTERIOR RIM JOIST (TABLE 3.6A 2 - SIMPSON HDU5 HOLDOWN - USE REQUIRED FOR ALL NEW CONSTRUCTION TOP PLATES 1 WALL. o. AND SECOND FLOOR ADDITIONS 14 SDS SCREWS 1/4 X 2-1/2" - USE 3 DBL TOP PLATE BLOCKING TO RAFTER TOE-NAILED 2-8D 2-1 OD EACH END 5/8" ANCHOR BOLT SET AS SHOWN OR DOUBLE STUD 2 L SIMPSON U HDU 4 S S2.5 END RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END HOLDOWNS AT ALL EXTERIOR CORNERS EPDXIED INTO THE FOUNDATION - USE HOEDOWN. USE 14 SDS LENGTH 16" LENGTH ANCHOR BOLT - ANCHOR SCREWS 1/4 X 2-1/2". USE GENERAL NOTES OF FOUNDATION OF NEW CONSTRUCTION. BOLT TO GO THRU SILL PLATES AND SHOWN ON FOUNDATION PLAN ° WALL STUD Provide minimum 1" 58" THREADED ROD SET AS WALL FRAMING 1 - 2X6 EXTERIOR WALLS BOTTOM WALL PLATE. OR DRILLED AND EPDXIED I°e end distance �° TOP PLATE TO TOP PLATE (FACED_NAILED) 2-16D 2-16D PER FOOT 4 - AT SECOND Equal number of f 2 - SIMPSON HDU5 HOLDOWN - USE 3 - THESE STUDS TWO 16D COMMON FLOOR PLACE HDU5 O3 12-1/2" INTO THE TOP PLATES AT INTERSECTIONS FACE-NAILED _ 4-16D 5-16D JOINTS EACH SID GALVANIZED NAILS EVERY 6" O.C. FOR UPSIDE DOWN JUST FOUNDATION. USE THREADED s ecified nails / ( - - - - --- 14 SDS SCREWS 1/4X 2-1/2" - USE 1 L P, ULL LENGTH OF STUD BELOW FIRST FLOOR 1 ST FLOOR � ROD LENGTH AS NEEDED. STUD TO STUD FACE NAILED 2-16D 2-16D 24 O.C.O __ 5/8" ANCHOR BOLT SET AS SHOWN OR � In each end ( TOP PLATE ON SAME SOLE PLATE THEN USE CINW5/8 COUPLER HEADER TO HEADER (FACE-NAILED 16D 16D 16" O.C. AT EDGES EPDXIED INTO THE FOUNDATION - USE DOUBLE STUD - NUT AND ADDITIONAL AS STUD TO STUD PLATE TO RIM TOP OR BOTTOM_ PLATE TO STUD END-.NAILED 2-16D 2-40D PER STUD 1s LENGTH ANCHOR BOLT - USE ALSO 1 ( ) CNW5 8 COUPLER NUT AND ADDITIONAL PLACE HDU5 ON TOP AT BOX END NEEDED LENGTH OF 5/8" RAFTER TIE DETAILS TYP._© EACH RAFTER � / O3 OF SECOND FLOOR OR I-JOIST THREADED ROOD - ROD IS TO C6) -7 JOIST TO TOP PLATE TO STUD CONNECTION @ 16 O.C. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT AS NEEDED LENGTH of 5 8" THREADED 1ST FLOOR SOLE _ / SOLE PLATE AND GO THRU HEIGHT OF FLOOR ROD - ROD IS TO GO THRU HEIGHT OF PLATE SUBFLOOR 2 SOLE TRIPLE STUDS JOIST AND BOTTOM WALL MODEL 'MTS30' BY SIMPSON STRONG TIES ENDJOIST. OR BLOCKING (FACE-NAILED MODEL BP BY SIMPSON STRONG TIES -- FLOOR JOIST AND BOTTOM WALL PLATE. ON SECOND FLOOR SILL PLATES PLATE. SILL PLATES - USE 5/8" FLOOR FRAMING 3 - THESE STUDS TWO 16D COMMON ANCHOR BOLT EMBEDDED T'iREADED ROD TO 3 - THESE TRIPLE STUDS GALVANIZED NAILS EVERY 6" O.C. FOR CONNECT THE TWO ANCHOR BOLT TWO 16D COMMON GALVANIZED JOIST TO SILL, TOP PLATE OF GIRDER (TOE-NAILED) 4-8D 4-1 OD PER JOIST FULL LENGTH OF STUD IN FOUNDATION HDU5. EMBEDDED IN NAILS EVERY 6" O.C. FOR "SIMPSON" HDQ8 2-16d COMMON ' ai4„ FOUNDATION FULL LENGTH OF STUD "SIMPSON" PHD6- \ NAILS © 6" o.c. �. BRIDGING TO JOIST(TO-E-NAILED 2-8D 2-10D EACH END GENERAL NOTES: FOR FULL LENGTH BLOCKING TO JOIST (TOE-NAILED 2-8D 2-1 OD EACH END FASTENING SCH' DULE B PLATES NAILING & STRAPPING @ EXTERIOR THE ENGINEER WILL NOT HAVE CONTROL OR CHARGE OF OF STUD BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16D 4-16D EACH BLOCK AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION ( ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW LEDGER STRIP TO BEAM_ FACE-NAILED 3-16D 4-16D EACH JOIST WINDOW/ DOOR HEADER MEANS, METHODS, TECHNIQUES, SEQUENCES AND -� - OPENING (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION JOIST ON LEDGER TO BEAM__(TOE-NAILED 3-8D MANUAL 2015 EDITION) _L 3-10D PER JOIST PROGRAMS IN CONNECTION WITH THE WORK. BLOCKING @ BAND JOIST TO JOISTEND-NAILED 3-16D 4-16D PER JOIST 1- THE CONTRACTOR SHALL GIVE ALL NOTICES AND ( - NOTATION COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS ENDWALL -� BAND JOIST TO SILL OF TOP PLATE (TOE-NAILE 2-16D 3-16D PER FOOT i / ROUGH A B C D E F AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING OPNS ON THE PERFORMANCE OF THE WORK AND SHALL ROOF SHEATHINGPROMPTLY NOTIFY THE ENGINEER IF THE DRAWINGS AND „ „ „ SPECIFICATIONS ARE AT VARIANCE THEREWITH. A 2 -0 2 (1) 2x4 1 1 1 1 STRUCTURAL PANELS 8-D 10D 6 EDGE 12 FIELD - 2 - OWNER AND CONTRACTOR SHALL INDEMNIFY AND HOLD I DIAGONAL BOARD SHEATHING 4'-0" 4 (1) 2"X4" 2 2 2 2 HARMLESS THE ENGINEER AND THEIR AGENTS ANDEMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES AND 1"X611 OR 1"X8" 2-8D 2-10D PER SUPPORT (2 2"x4" or EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES V♦ 12" 1"X10" OR WIDER 3-8D 3-10D PER SUPPORT 6'-0� 6 1 2"x6" 3 3 3 3 ARISING OUT OF OR RESULTING FROM THE PERFORMANCE HEADER D - „ OF THE WORK PROVIDED, THAT ANY SUCH CLAIM, DAMAGE, CEILING SHEATHING B E 8'-0,+ 8 (21 22 x6"ar 3 3 3 3 LOSS OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR "SIMPSON" HDQ8 C + ++ ++ " DESTRUCTION OF TANGIBLE PROPERTY (;OTHER THAN THE LGYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE 10" FIELD_ 10 -0 10 (2) 2x6 4 4 4 4 WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING "SIMPSON" PHD6 �+ THEREFROM AND (2) IS CAUSED IN WFNOLE OR IN PART BY WALL SHEATHING \ 121-0 12 (2) 2x6 5 4 5 4 ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, MIN (14) 10-D NAILS ANY SUB-CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY NOTE: STRUCTURAL PANELS 8D 10D EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS 1. SHEATHING A5 PART OF SHEARWALL SEGMENT (SW.S), WHERE 6' EDGE 12"FIELD \\ F A- NUMBER OF 8d NAILS EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A P. 316) ANY OF THEM MAY BE UNABLE, REGARDLESS WHETHER OR NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP FIBERBOARD PANELS NOT IT IS CAUSED BY A PARTY INDEMNIFIED HEREUNDER. „ �� FIELD \; B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.23B, P.193) Uj PLATE OR ADEQUATELY BLOCKED AT JOINT'S. 8d COMMON NAILS ® JACK STUD - 7/16" 6D -- 3 EDGE/6" / 3 - ALL CODES AND REGULATION OF NYS BUILDING CODE / / \��_ / C- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (TABLE 3.23C, P.193) SHALL GOVERN OVER ALL CONSTRUCTION AND INSTALLATION. 6"o.c. EDGE & FIELD -- �> 4 - ALL CONCRETE TO BE MINIMUM 3500 PSI AT 28 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE 25 32 SD 3 EDGE/6 FIELD \ : D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER DAYS. UNLESS OTHERWISE NOTED. GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"E.DGE�10"FIELD H4 WITH (4) 8d TO 0 EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A P. 316) 5 - ALL FOOTINGS TO BEAR ON VIRGIN SOIL PRESSURE 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & DETAIL HARDBOARD 8D _ 8D 6° DGE 12"FIELD CONNECT STUD TO PLATE E- NUMBER OF JACK STUDS © EA. END OF HEADERS (TABLE 3.22F, P.191) ASSUME DBL. HDR. ASSUMED BEARING CAPACITY of 2 TONS/SQ FT. 6 - ALL FRAMING AND SHEATHING SHALL BE GRADE e (HOLDOWN & CONN). PARTICLE BOARD PANELS 8D 8D SEE MANUF. F- NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) STAMPED. DIAGONAL BOARD SHEATHING ® EA. SIDE DOES NOT APPLY TO DOORS TABLE 3.8 P. 157 & TABLE 6A PAGE 316 7 - ALL INTERIOR PARTITIONS SHALL BEAR ON DOUBLE GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE GALV. METAL TIE DOWN W/ N 32" OF EACH CORNER OF ( ) ( ) ( ) FLOOR JOISTS OR AS NOTED. 1"X6" OR 1"X8" 2-8D 3-10D PER SUPPORT --FLOOR, CEILING JOISTS TO BE DOUGLAS FIR, FB = ® STRUCTURE MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 875 E = 1.6M OR G-P JOISTS AS NOTED. g 11"X10" OR WIDER 3-8D 3-10D PER SUPPORT 9 - ALL SUB-FLOORING SHALL BE CDX 3/4" MINIMUM MODEL 'HDQ8/ PHD6' BY SIMPSON STRONG TIESSTRUCTURAL MEMBER ALLOWABLE (REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE) THICKNESS. ALL EDGES TO BE SET ON SOLID BLOCKING MODEL 'HTT22' BY SIMPSON STRONG TIES FLOOR SHEATHING DEFLECTION GLUED AND NAILED. USE LIVE LOAD DEAD LOAD 10 - WALL SHEATHING SHALL BE 7/16" MINIMUM. STRUCTURAL PANELS 11 - SHEATHING SHALL BE NAILED PER THE RAFTERS HAVING SLOPES GREATER EXTERIOR BALCONIES 60 psf 10 psf REQUIREMENTS OF THE STATE OF NEW YORK BUILDING pq 1" OR LESS 8D 10D 6" EDGE/12"FIELD THAN 3 ON 12 WITH NO FINISHED L/180 CODE. Uj ++ N " "' ++ 12 - SOLID BLOCKING SHALL BE PROVIDED FOR ALL 1 x3 VINYL COATED WD. CASING (TO BE w�NOFc �'io GREATER THAN 1 10D 16D EDGE 6 FIELD CEILING ATTACHED TO RAFTERS DECKS 40 psf 10 psf JOISTS. WALLS AT MID POINT. ALLOW 2" AIR SPACE FOR REPLACED OR REPAIRED AFTER EACH s LNUN�/Yc DIAGONAL BOARD SHEATHING - ROOFS. * INTERIOR WALLS AND PARTITIONS H 180 INSTALLATION) I � S" ++ ++ ++ ++ / PASSENGER VEHICLE GARAGES 50 psf as per Ian 13 - ALL STUDS SHALL BE NAILED WITH GALVANIZED NAILS I 1 X6 OR 1X8 2-8D 3-10D PER SUPPORT P p P PER THE REQUIREMENTS OF THE NYS BUILDING CODE. 1"X10" OR WIDER 3-8D 3-10D PER SUPPORT FLOORS AND PLASTERED CEILINGS L/360 14 - ALL FLUSH WOOD CONNECTORS SHALL BE FASTENED ---- - ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf WITH RATED GALVANIZED METAL SIMPSON CONNECTORS. 11"x2" WOOD SPACER ALL OTHER STRUCTURAL MEMBERS L/240 15 - ALL PRE-ENGINEERED LUMBER SHALL BE INSTALLED 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf AS PER MANUFACTURERS SPECIFICATIONS. PREDRILLED FASTENING HOLES 9" O.C. EXTERIOR WALLS WITH PLASTER OR STUCCO _ _ _ _ 16 - ALL ELECTRIC WORK SHALL CONFORM TO LATEST a i to PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL ED(E TO OBTAIN FINISH H/360 ROOMS OTHER THAN SLEEPING ROOMS 40 REVISION OF THE NATIONAL ELECTRIC CODE. HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE psf 10 psf 17 - ALL PLUMBING WORK SHALL COMPLY WITH NYS DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TOMAINTAIN EXTERIOR WALLS - WIND LOADS WITH ° BUILDING CODE. _ - L/240 18 - KITCHEN AND BATH TO HAVE EXHAUST FAN AS PER / SLEEPING ROOMS 30 psf 10 psf NYS BUILDING CODE. w = THE LOAD PATH. BRITTLE FINISHES P P / a 19 - DOMESTIC HOT, COLD AND HEATING WATER PIPES TO z EXTERIOR WALLS - WIND LOADS WITH L/1 20 STAIRS 40 psf 10 psf BE INSULATED WITH 1/2' THICK PIPE INSULATION. - 1/2' CDX PLYWOOD STRUCTURAL i' w 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FLEXIBLE FINISHES 20 - PROVIDE CLOCK TYPE DAYTIME THERMOSTAT. STORM PANEL ;\� <':;.. .. a o NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. GUARDRAILS AND HANDRAILS 200 lbs 10 psf z NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 21 - DOORS ANo wlNS TO To FO INSULATED GLASS. o_ 22 - ENTRANCE DOORS TO CONFORM TO 2015 NYS 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES ROOF LOADING (LIVE = GROUND SNOW LOAD 12 psf for ENERGY CONSERVATION CONSTRUCTION CODE. THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE attic 23 - PROVIDE SMOKE DETECTORS AS PER NYS BUILDING IBC FOR ADDITIONAL REQUIREMENTS. DETAINING DEFLECTION LIMITS HEREIN. ADJUSTMENTS AS PER FIGURE R301.2(5) OF THE 20 psf 15 psf for CODE. RESIDENTIAL CODE OF NEW YORK STATE) 24 - PROVIDE 2-2X12 HEADERS OVER ANY WINDOW OR DOOR OPENINGS UNLESS OTHERWISE NOTED. - HOLES FASTENING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM UNIFORM DESIGN LOADS 25 - ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE R905.1.2 ICE BARRIERS - IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A SUPPORT STUDS. HOLES @ 9" O.C. 26 - OPENINGS FOR EMERGENCY USE SHALL INCLUDE BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE (INSTALLED FOR ASPHALT SHINGLES, GROUND SNOW LOAD 50 POUNDS LIVE LOADS: DOORS OR OPERABLE PARTS OF WINDOWS LOCATED AS TO WOOD CASING METAL ROOF SHINGLES, MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND WOOD WIND 130 MPH ROOMS OTHER THAN SLEEPING 40 PSF PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. No. Revision/Issue Date SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNIDERLAYMENT CEMENTED TOGETHER, OR A SEISMIC DESIGN CATEGORY B SLEEPING ROOMS 30 SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND WEATHERING SEVERE DECKS 40 EMERGENCY, SHALL HAVE A MINIMUM AREA 5.7 SQUARE 2 FEET, WITH A MINIMUM OPENING HEIGHT OF 24 AND ACT PROJ CT NO. SHEET _ FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 (INCHES (610 MM) INSIDE THE E ATTICS WITH STORAGE FROST LINE DEPTH 3 FEET 20 EXTERIOR MINIMUM OPENING WIDTH of 20". BOTTOM OF OPENING EAEPLLC WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN & UNITS VERTICAL IN 12 UNITS TERMITE MODERATE TO HEAVY NO HIGHER THAN 3'6" ABOVE FINISHED FLOOR IN ALL CODE DETAILS DECAY SLIGHT TO MODERATE DEAD LOADS: ABOVE GRADE STORIES. HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES (914 MM) MEASURED ALONG THE ROOF WINTER DESIGN TEMPERATURE 11 B FLOOR CONSTRUCTION 10.7 PSF 27 - ENGINEER IS NOT ENGAGED FOR SUPERVISION IN DATE SLOPE FROM THE EAVE EDGE OF THE BUILDING. ICE SHIELD UNDERLAYMENT WALL CONSTRUCTION 9.6 ANY CAPACITY UNLESS OTHERWISE NOTED. FEB 2018 REQUIREMENT YES ROOF CONSTRUCTION 11.3 28 - ALL GLASS WITHIN 18" OF FINISHED FLOOR SHALL 1 O TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS FLOOD HAZARD NOT IN FLOOD ZONE BE SAFETY GLASS. SCALE SNOW LOAD 45 PSF AS NOTED THIS DRAWING IS THE PROPERTY OF EDWARD ARMUS ENGINEERING,PLLC AND MAY NOT BE REPRODUCED OR USED WITHOUT A WRITTEN PERMISSION s� EDWARD ARMUS ENGINEERING, PLLC N EDWARD ARMUS, PE 36 DEER RUN 51'-7" WATER MILL, NY 11976 10" 10" 10" 10" 10" 11'-10" 11'-10" 11'-10" 11'-10" 631-804-6267 €? ALLOWABLE HOLES - TJI® Joists \ ,� ,-. `SIMPSON HDU8 HOLDOWN SIMPSON HDU8 HOLDOWN SIMPSON HDU8 HOEDOWN SIMPSON HDU8 HOEDOWN 0 a..... .. �i' Min.distance from Table B 1Y2"hole may be cut :> Min,distance from Table A anywhere in web out- DO NOT side of hatched zone 0 cut or notch flange. _...__..._...._...... „_,.__ .__ T W I W F THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS n ai Q � g _ 2' FOOTING AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS ITS UNDER THE L, 2 x D, D, Closely grouped round L2 2 x L2 D�6" ... 6„ t ? 6 holes are permitted if minimum No field cut Do not cut 10"WALL DIRECTION OF A LICENSED PROFESSIONAL No field cut minimum DO NOT '�' holes in (applies to all holes the group perimeter holes In �` holes larger 10° hatched except t knockouts meets requirements for hatched than IY2'to ENGINEER,WHERE SUCH ALTERATIONS ARE cut holes In cantilever p ) zones cantilever MADE,THE PROFESSIONAL ENGINEER MUST zones round or square holes. SIGN,SEAL,DATE AND DESCRIBE THE FULL reinforcement. EXTENT OF THE ALTERATION ON THE TABLE A - END SUPPORT 9 DRAWING AND/OR IN THE SPECIFICATION MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT FLOOR SYSTEM N - (NYS ED.LAW SECTION 7209-2). N O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rJl� :. ; NEW FOUNDATION WALL: 10"THICK DEPTH 2" 3" 4" 5^ 6Y2„ 7^ 6%" 11^ 13" 2' 3" 4•' 5" 6Y," 7" s7/," 11„ 13" FLUSH FLOOR SYSTEM WITH POURED CONCRETE WALL WITH#4 NEW FOUNDATION WALL: 10"THICK POURED CONCRETE WALL ARCHITECT 110 r-0" r-s^ z'-0" 3'-0° 5'-0" r-o" rte" z'-s^ 3'-s" a's" FLOOR JOISTS HUNG BY TOP REBAR AT 24"OC HORZNERTICAL. WITH#4 REBAR AT 24"OC HORZNERTICAL. CONTINUOUS 9Y2„ 210 1'-W 1'-6" 2'-6" T-0" 5'-s" 1'-0" Z-W 2'-6" 4'-0" 5'-0" FLANGE JOIST HANGERS F_ 24"x10"FOOTING WITH(4)#4 LONGITUDINAL BARS AND#4 TAMARKIN CO. 230 r-6" 2'-0" 2'-6• FF� T-6" 5'-6" r-0" 2'-0• T-0" 4'-6" 6-0" TRANSVERSE BARS AT 36"OC 360 r-s° r-o^ .3'-0" a'-o" 6'-0" r-s" z'�" 3'-s" 5'-0^ 5'-6" w 56 WEST 22ND STREET, 5TH FL. 560 r-6" 2'-6" T-6" 5'-0" 7'-0" 2'-0" 3'-0^ 4'-0" 5'-6" 6'-0" _ NEW YORK, NY 10010 110 1'-0" v-0" 1'-6" 2'-0" z'-6" T-0" 5'-6" 1'-0" 1'-6" Z-0" 2'-6" 4'-0" 5'-0" 6'-0" J _ O ,-3„ 212-414-2701 210 1'-0^ 1'-6" 2'-0" 2'-0" T-0" T-6" 6'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-0" 5'-6" 6'-6" Q ap 113/" 230 1'-0" 1'-6" 2'-0" 2'-6" T-0" T-6" 6'-6" 1'-0" 2'-0" 2'-6" 3'-0" 5'-6" 5'-6" 7'-0' 00 360 1'-6" 2'-0" Y-0" T-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" 3'-6" 4'-6^ 6'-6" 6'-6" 7'-6" LU 560 1'-0" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6" 4'-6• 5'-6" 7'-0" 7'-6" V-0" 0 10" 110 T-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" T-0" 5'-6" r-0" 1'-0" 1'-6• 2'-0" T-6" 4'-0^ 6'-0• 8'-0" O 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" T-6" 6'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0• 4'-6" 6'-6" 8'-6" Z ' 14" 230 v-o^ r-0" r-0" r-6" r-6" 2'-6" 4'-0" T-0" r-0" r-0" 2'-0" 3'-0" 4'-0" 5'-0" T-0• 9'-0• SIMPSON HDU8 HOEDOWN SIMPSON HDU8 HOEDOWN o0 360 1'-0" 1'-0• 1'-6" 2'-6^ 3'-6" 4'-0" 5'-6" 8'-0" 1'-0" 11-6" 2'-6" 4'-0" 6'-0• 6'-6" 8'-0" 9'-6" 4"POURED CONCRETE RAT °�' FOOTING:(3) CONTINUOUS 24"x10" 5so 1'-0^ 2'-0" T-0" 4'-6" 5'-0" 6'�" 9'-0" 1'-6" 3'-0• 4'-0" 5'-0• 7'-0" 7'-6• 9'-0. 10'-0" FOOTING WITH (4)#4 LONGITUDINAL SIMPSON HDU8 HOLDOWN 210 r-o^ r-0• 1'-0• r-o" r-o" r-6" 2'-6" 3'-6" 6'-0" r-0" r-0• r-o" 2'-0" 3'-0" T-6" 6'-6" 8'-0" 1r-0" SLAB ON COMPACTED GRADE 230 1'-0" r-0" r-0• r-0" r-s" r-6• 3'-0" 4'-0" T-o^ r-0" r-0^ r-o" 2'-0" 3'-6" 4'-0" T-0" 9'-0" 1r-0" BARS AND#4 TRANSVERSE BARS AT 48" 16" iso r-0• r-0^ r-0" r-0" 2'-s• 2'-6" 4'-6" 6'-6" 9'-0" r-0" FF r-0" r-6" T-0" s-0" 5'-6" s'-0" 10'-0^ 1r s" OC WITH 18"LONG#4 DOWELS AT 24" 560 1'-0" 1'-0" 1'-0• 1'-0• 2'-6" 3'-0" 5'-0" T-6" 10'-0" TV 2'-0• 3'-0" 4'-6" 6'-6" 4" 5' 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" p 360 1'-0" r-0" 1'-C 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" M 18" VARPOR 560 r-0" r-0" r-0" r-o" 2'-0" 4'-6" T-0" 1r-0" 2'-0" T-6" 5'-0" 6'-6" a'-0" 1r-o" 1r-0" la's" 26'-2" 20" iso r-o" r-0" r-0" 1'-0" r-0" '_0 a'-o" T-0" 10'-6" r-o" r-0^ r-6" T-0„ 4'-6" 6'-0" 1rs" 1a'-0" 15'-s" BARRIER, 6 MIL PLASTIC 2'-0" 1011 560 1'-0" 1'-0" 1'-0^ 1'-0" 1'-0" 2'-0• 4'-6" 9'-0" 11'-6" 1'-0" 1'-6" 3'-6" 5'-0" 7'-0" 10'-6" 13'-0' 14'-6" 16'-0" 10" GENERAL NOTES TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TYPICAL FOUNDATION WALL DETAIL. NOTE: DEPTH 277-73-74' 5^ 6Y2" 7" s%," 11" 13" 2" 3" a" 5" 6%- 7^ a7/" 11" 13" 1. FRAMING-DO NOT PLACE FLOOR JOISTS OR ROOF RAFTERS DIRECTLY OVER 110 2'-0" 2'-6" T-6• 4'-6" 7'-6^ 1'-6" 7-6- T-6" 5'-6" 6'-6" SCALE: NTS PARALLEL NON-LOAD BEARING INTERIOR WALLS BELOW,WALL TOP PLATE SHALL BE 9Ys" 210 2'-0" 2'-6^ T-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" T-6" ACCESSIBLE FOR M.E.P.'S. 230 z'-6" T-0• 4'-0^ 5'-6• 8'-6" T-0" 3'-6" 4'-6" 6'-6" 7'-6" 2. SECOND FLOOR TO HAVE(2)LAYERS OF 3/4"SUBFLOOR-EXCEPT IN BATHROOMS., 360 T-0" 4'-0• 5'-6' 6'-6" 9'-0° 3'-0" 4'-6" 5'-6" 8'-6" 6'-0" 3. CONTRACTOR MUST COMPARE STRUCTURAL PLAN TO ARCHITECTURAL DRAWINGS 560 3'-6" 5'-0" 6'-0" 7'-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" 110 1'-0^ 1'-0" 1'-6" z'-s" 4'-0" a'-s" a'�" 1'-0^ 1'-6^ 2'-6" 4'-0^ 7'-0" 7'-0" s'-s" FOUNDATION PLAN (BASEMENT SHOWN) AND NOTES PRIOR TO START OF CONSTRUCTION-CONTACT ARCHITECT WITH ANY 210 r-0• r-0" 2'-0• T-0" 4'-6" 5'-0" 9'-0" r-0" 2'-0^ T-0" 4'-6" 8'-0" 8'-0" 10'-0" DISCREPANCIES OR CONFLICTS 11%" 230 1'-0" 2'-0" 2'-6" T-6" 5'-0• 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5-0" 8'-6" 9'-0" 10'-6" DIMENSIONSARE PER THE ARCHITECTURAL DRAWINGS, REFER TO AND 360 2'-0" 3'-0^ 4'-0" 5'-6" 7'-0" T-6" 11'-0" 2'-0" 19 �1;_2- '-0' 7'-0" 9'-6" 9'-6^ 11'-0" 560 1'-6" T-O" 4'-6" 5'-6• 8'-0" 8'-6. 12'-0" T-0" '-0" 8'-0" 10'-6" 11'-0" 12'-0^ SCALE: 1/411 — 1011 VERIFY WITH THE A-DRAWINGS PRIOR TO THE START OF FRAMING. 110 1'-0" 1'-0" 1'-0" 1'-0" TV 2'-6• 4'-6• 8'-6" 1'-0" '-0" 2'-6^ 5'-0" s'-0" 9'-0" 12'-0• 5. FRAMING PLANS DENOTE GENERAL DIRECTION AND LAYOUT OF FRAMING AND ARE 210 1'40• 1'-0" 1'-0" 1'-0" 2'-6" 3'-0• 5'-6" 9'-6" v-0" '-0" T-6- 6'-0" T-0" 10'-0" 13'-0" NOT TO BE SCALED. REFER TO NOTES FOR SIZES AND SPACINGS. 14" 230 1'-0" 1'-0" 1'-0" 2'-o" 3'-6" 4'-0" 6'-0" 10'-6" 1'-0" '-6" 4'-0" 6'-6" 7'-6" 11'-0" 13'-6" 360 1'-0" r-0" 2'-0" T-6• 5'-6" 6'-0" 8'-0" 12'-6" 1'-0" '-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0• 560 1'-0" 1'-0• 1'-6" 3'-6" 5'-6' 6'-6^ 9'-6" 13'-6" 1'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" 210 1'-0" 1'-0" 1'-0" 1'-0• 1'-0' 1'-0" 3'-6• 6'-0" 10'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'_6" 16,_0" 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'6" 10'-0" 13'-6" 1'-0" 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'-6" 17'-0560 1'0" 1'-0" 1'-0" v-0" 2'6" 3'-6" 7'0" 11_0" 15'_0„ T-0• 3'-6" 5'-6" 9'-0" 10'-0" 14'-6-116'-0' 18'_0" 47 5" 6" '^ 6^ '°" 12" ,5" "" a^ - 6" 7' 8" '°" 12^ 15" "" ALLOWABLE HOLES - HEADERS AND BEAMS 18" 360 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 9"-0" 15'_0" 1'-0" 1'6" 4'-0" 6'-6" 9'-0" 14'_6" 16'6" 19'-6" 560 1'-°" ,'-0" ,'-0" ,'-o" 2'-0" 6'-0" ,0'-0" 16'6^ ,'-°°�3'-6' 6'-0" 6'-6" 11'-6" ,6'-6" 18'-0"lkoiim� 1.55E TimberStrand@ LSL Headers and Beams 7� 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-6" 1'-0" " 1'-6" 4'-0" 7'-0" 12'-6" 16 6" Z 560 1'-0" 1'-0" 1'-0" 1'-o" 1'-0" 1'-6" 5'-6" 12'_0" 16'_0" 1'-0" " 3'-0" 6'-0" 8'-6" 14'-0" 17'-0' - - Rectangular holes based on measumment of longest side. 2 x diameter of the fn W largest hole(minimum) w � > • Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. depth Allowed hole zone z • Tables are based on uniform load tables in current desigi literature. • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located W 06 Z w at the center of the joist span provided that no other hetes occur In the joist. - 51'-�8" 41 ki L.. > O 1.55 E TimberStrands LSL 12'-0" 12'_0" 12'_0" 12'-0" Z O 0 Header or Beam Maximum Round 7 L Depth Hole Size C) Z ~ WING WALLS TO BE 10-FT TALL 2X8 STUD W O O 9Ya 9Yz 3 FRAMING-TYPICAL 8" $" 11Y4'-11 Y8' 35/8' FLUSH HEADER ABOVE FLUSH HEADER ABOVE FLUSH HEADER ABOVE FLUSH HEADER ABOVE r W � 14"-16" 45/8" ------ ---- — ———— — -- a --------------------- -------------------------- ------------------- General Notes See illustration for allowed hole zone ih �, RIM:(1)14"LVL-U.O.N. _ CO T- o • Allowed hole zone suitable for headers and beams with - - ----- -- ----- - -- - - ----- -- uniform and/or concentrated loads anywhere along the member. -- ` - - - 00 • Round holes only r • Ilo holes in headers or beams in plank orientation. 0 OTHER TRUS JOIST® HEADERS AND BEAMS �' f - .o' / MICROLLAM®LVL 1.IE TIMBERSTRAND® AND PARALLAM® S O O O O O Q C LSL HOLE ZONE PSL HOLE ZONE 2 X DIAMETER OF THE Y DEPTH 1 I LL LL LL LL LL LL LARGEST HOLE `( ' m m m m m p0 (MINIMUM) PAM v DO NOT CUT,NOTCH OR DRILL � u , � � cn __.....__.. _ .... ...__...._. _._ HOLES IN HEADERS OR BEAMS 0 0 0 (D 0 U. EXCEPT AS INDICATED IN F_ F a L-.......... � u � � ILLUSTRATIONS AND TABLES. Z v v v v it co co �\ M Cl) Ch MLU 015 IL MICROLLAM® LVL W AND PARALLAM® Other Trus Joist®Beams _ ♦/\ co ED co M ca GAP` WEB STIFFENER ATTACHMENT PSL ALLOWED HOLE Header or Beam Maximum Round J o o �' ®® 1 `/♦ Z ZONE Depth Hole Size 0 OQ o ` O Y8" MINIMUM 3 - co co [- 3 �� MIDDLE/SPAN 4�" 3 U U U U U U :L....; 2/4 MAXIMUM 5Y2" 1/4 FIREPLACE e O D 1.3E TIMBERSTRANDO LSL ALLOWED HOLE ZONE D O O O O O O ^tea 1" i 7Ya" 20., 2.. - - - - - (1Y2" FOR TJI® TI int See illustration for Allowed Hole Zone F- N co ifl io io co io O NAILING; SEE SIZES BELOW. GENERAL NOTES a Q a Q a 560, 560D) u, u, u, rn v, Q i • Allowed hole zone suitable for headers and beams with uniform loads only. w • Round holes only a O WEB STIFFENER BOTH WITH POINT LOAD FROM ABOVE, • No holes in cantilevers. ' SIDES. ' EE SIZES BELOW. AND NO SUPPORT BELOW, INSTALL • No holes in headers or beams in plank orientation. (0 to wF � (0 CD o WEB STIFFENER TIGHT TO TOP `� `� `� �' �' �' t� TIGHT FIT* FLANGE (GAP AT BOTTOM FLANGE) _ _ _ ® DEPTH MINIMUM WEB NAILING REQUIREMENTS LL TJI JOIST NUMBER NAILS U_ u_ u_ LL u_ LL SERIES (IN.) STIFFENER SIZE TYPE END INTERMEDIATE 110 ALL 5/s" x 25/6"�') - -- P TRY � � - FLUSH HEADER ABOVE FLUSH HEADER ABOVE 210 ALL /4" x 2/s'I') .,�.._...._,_.._.�._.. .�..,._:�.... ----------------------- - - ------------------------------ - 230 & 360 ALL /grf X 2 16"(1) (0.11311 X 2Y2r1) 3 3 RIM: (1)14"LVL-U.O.N. 3'-0" 3'-0" WING WALLS TO BE 10-FT TALL 560 All 2X4(z) 1,6d 1 „ FJ 12"OC AT FJ 12"OC AT 2X8 STUD FRAMING-TYPICAL CABINETS ISLAND (0.135 x 3/2 ) 18" 4 4 560D 22"(3) 2x4(2) (0.135" x3Y2") 6 11 1 ST FLOOR JOISTS PLAN 1 ST FLOOR SHOWN 1 PLAN 1/24/18 ��(3) ) No. Revision/Issue Date 24 6 13 (1)PS1 OR PS2 SHEATHING, FACE GRAIN VERTICAL SCALE: 1/oft = 1�-On (2)CONSTRUCTION GRADE OR BETTER (3)WEB STIFFENERS AIRE ALWAYS REQUIRED FOR 22"AND 24"TJI®560D JOISTS PROJECT NO. SHEET 18-OX 18915 DATE S. 1 JAN 2018 SCALE THIS DRAWING IS THE PROPERTY OF EDWARD ARMUS ENGINEERING,PLLC AND MAY NOT BE REPRODUCED OR USED WITHOUT A WRITTEN PERMISSION AS NOTED FRAMING NOTES STRUCTURAL STEEL 51'-7ii"or as required 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 1. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM 12'-0" 12'-0" 12'-0" 12'-0" EDWARD ARMUS • LARCH STRUCTURAL GRADE NO.1 OR BETTER. SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS. UPON REQUEST. ENGINEERING, PLLC 2. ALL STRUCTURAL STEEL FABRICATION,ERECTION,AND CONNECTIONS FLUSH HEADER: (2)14"LVL(2 SPAN) FLUSH HEADER:(2)14"LVL(2 SPAN) EDWARD ARMUS, PE 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS _ 36 DEER RUN 3/4" MIN.THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON TYPE 2 CONSTRUCTION EXCEPT AS NOTED. ----- -- -- -- -_-- WA 976 ---- - _., - -- — - - - - _ _ - TER MILL NY 11 SOLID BLOCKING. GLUE AND NAIL ALL SHEETS. 3. ALL FIELD CONNECTIONS TO BE 3/4"DIA. MACHINE BOLTS UNLESS 631-804-6267 4. ALL HEADERS 6-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE INDICATED OTHERWISE. SHOP CONNECTIONS TO BE EITHER MACHINE UPRIGHTS,9'••0"AND OVER WITH TRIPLE UPRIGHTS. (ALL UPRIGHTS BOLTED OR WELDED. ALL BOLTS TO BE A-325 FRICTION TYPE. TO BE GLUED WITH PL PREMIUM AND NAILED.)ALL HEADERS SHALL CONNECTIONS SHALL BE PER TYPE 1CONSTRUCTION PER RISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL BE A MINIMUM OF (2)2X8 OR AS SHOWN ON DRAWING. ALLOWABLE MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR o 0 0 0 0 0 BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0"O.C. MIN. MINOR CONNECTIONS WHEN ACCEPTABLE TO ENGINEER. O 0 0 0 PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOFS. 4. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS m m ° m O LL LL cc) p p Z Z I p Z � m m 6. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) TO THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL O O U) 0 U) O U) U) SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. (D 0 H H 0 0 0 0 OR AS NOTED ON DRAWINGS. 06 � 0 w4 � wq co 06 ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. Q Q - Q ~ Q F- 5. 7. TRIPLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS Cl) M w w° M w Cl) W M � OR AS NOTED ON DRAWINGS. W W U) `�] W U) W U) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED m m �' "' Jm Ln J - m w THE EDUCATION LAW OF THE STATE OF NEW Z `n j ro YORK PROHIBITS ANY PERSON FROM GALVANIZED METAL CONNECTORS BY"TECO"OR APPROVED EQUAL. o o a Q o o _j 0 0 ALTERING ANYTHING ON THE DRAWINGS Q 0 Q p p " AND/OR THE ACCOMPANYING ' U U (. ? SPECIFICATIONS,UNLESS ITS UNDER THE 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS PLATE NAIL- 16D (0.135" X 3X") J o o w W o w p p o �;, o DIRECTION OFA LICENSED PROFESSIONAL A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND AT 12" ON-CENTER - p p in p (0 o - ENGINEER,WHERE SUCH ALTERATIONS ARE v Z Z Z Z (0 J ^�� MADE,THE PROFESSIONAL ENGINEER MUST PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. I- > > �- SIGN,SEAL,DATE AND DESCRIBE THE FULL 2X S?UD WALL FLOOR PANEL NAIL - < < (n U < U) < Q N EXTENT OF THE ALTERATION ON THE 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4"O.C. EXTERIOR AT 16" �. 8D (0.131" X 2Y2")AT 6" ON-CENTER W w L W (n W U)of 0 W EDGES AND 6D 12"O.C. INTERMEDIATE. w W o ,_ W w NYS ED.LAW SECTION 7209-2. W DRAWING AND/OR IN THE SPECIFICATION @ ON-CENTER W SHER w o LU ) 2 1 c > 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING,AND �1 � WEB STIFFENERS REQUIRED ON BOTH 0 0 0 0 � I o o WATERPROOFING SHALL BE BY ARCHITECT. 1OJ"' SIDES AT A3.4W ONLY � �' 1 � `� `� ARCHITECT SHEATHING I- w w DYER w 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD - � _ N I- wBOUNDARY NAILS m m m in TAMARKIN CO. WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"TECO"OR ' > APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE 8D (0.131 X 2/2 )AT ,Y /. LSL OR LVL RIM BOARD. LL o o U_ o ! o LL 56 WEST 22ND STREET, 5TH FL. HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. LL NEW YORK, NY 10010 4" ON-CENTER • 212-414-2701 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, L'" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ^l` ,_ ` % TOE NAIL- 10D (0.131" X 3")AT 6" WHEN SHEATHING `' �' ` F ON-CENTER - - AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS THICKNESS EXCEEDS 12" SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A 7 „ MINIMUM. A:SINGLE 1-3/4" LVL RIM JOIST SHALL BE REQUIRED AT /s , TRIM SHEATHING I a MIN. FLUSH RIM HEADER: (3)14"LVL FLOOR PERIMETERS. HANDLING, STORAGE AND ERECTION OF TONGUE AT RIM BOARD COMPONENTS SHALL BE AS PER MANUFACTURERS FOR RIM BOARD THICKER THAN 13/a" RECOMMENDATIONS. 14. ALL MULTIPLE= LVL PRODUCTS TO HAVE 2 ROWS OF STRUCTURAL SCREW INSTALL PROPER BLOCKIN TO -ATTACH TJI JOIST TO RIM BOARD WITH ONE 10D (0.128" 2ND FLOOR JOISTS PLAN 1ST FLOOR SHOWN ) (SDS)AT 12"OC THRU LAMINATIONS AS PER MANUFACTURERS SPECIFICATIONS SUPPORT ALL PANEL EDGES X 3") NAIL. TOP NAIL FROM TJI JOISTS INTO RIM BOARD. ) - CONNECT CORNER WITH FOUR 10D (0.128" X 3") NAILS. 15. ALL FLITCH BEAMS TO HAVE 2 ROWS OF 1 3 DIA. M EACH TOE NAIL FROM SIDE OF PARALLEL CLOSURE INTO RIM SCALE: 1/4" = 1 '-0" MACHINE BOLTS @ 18"O.C.AND (2) BOLTS 3" FROM EACH END. BOARD. GENERALNOTES • 51'-7a"or as required 51'-7g"or as required 12'-0" 12'-0" 12'-0" 12'-0" RIM:(1)11-7/8"LVL-U.O.N. DROP HEADER:(2)11-7/8"LVL DROP HEADER:(2)11-7/8"LVL DROP HEADER:(2)11-7/8"LVL DROP HEADER:(2)11-7/8"LVL _ w w w w w w LL LL LL U_ I LL LL > > > > ? ° 0 W WW W W W W W W W / �7.. (w W (n (n (n (1) In Q> L O O (D (D O � CD CD (0 O O Q Z in io 06 iD io co ° LLI J O H H F-'- Imo- Z LLI Q Q co 0o Q co � ib oD Q Q Q a`�i �' Q O > O p fn U) r r U) r r t r W W = m Z (� ' W W W T W W ca v♦ z I— w w w w w w w w w w w FTOTYPICAL INTERIOR DROP , ca U �o U N m m m m in in ao HEADERS TO BE(2)2X8 N w � O O Lnco 0 0 0 Ln r CV ... _" ^ .. .. .. N c'V '^ _ F_ F_ _ o_ WWMWM! V 00 W � .... v N �T COM W W SKYLIGHT / \ .. Q W' 2' (� W 0 DRYER \ ' p DOWN + LL SKYLIGHT SKYLIGHT SKYLIGHT LINEN � O i Uj TYPICALSKYLIGHT ROUGH OPENING C Q FRAMING TO BE 11-7/8"LVL z W MAIN ROOF FRAMING PLAN (2ND FLOOR SHOWN 2ND FLOOR FRAMING PLAN (2ND FLOOR SHOWN ) CO a SCALE: 1/4" = 1 '-0" SCALE: 1/411 _ '1 '-0" � O O W LL� JOIST MAY BE SHIFTED UP TO 3" DOUBLE TJI® JOIST FILLER HANGER BACKER BLOCK: IF FLOOR PANEL EDGE IS BLOCK: ATTACH PER THE , INSTALL TIGHT TO TOP FLANGE SUPPORTED AND SPAN RATING TABLE. CLINCH NAILS .`" (TIGHT TO BOTTOM FLANGE IS NOT EXCEEDED. DO NOT CUT FILLER AND BACKER BLOCK SIZES WHEN POSSIBLE. �! "�' WITH FACE MOUNT HANGERS). JOIST FLANG S. LOAD FROM �� .� ' PLUMBING DROP TJI®JOISTS 110 210 230 or 360 560 CLINCH NAILS WHEN POSSIBLE. ABOVE - 'E 9%2" or .. 9%2" or 14" or g%2" or 14" or 18" or 7 14"or 18" or DEPTH 14 117/s., 96 11�/s„ 16 20 16 20 � ~ j /6 , FILLER BLOCK(1) 2x6 + / 2x8 + /s 2x6 +/2 2x8 +Y2 2x12 +Y Two Two Two I _ . 2x6 2x8 r I (DETAIL H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 - %' BACKER BLOCK i CANTILEVER 2;<6 2x10 2x6 + 3/" 2x10 + $" 2x6 +%2" 2x10 +/2" Not - ~ p FILLER 4'-•0" 6'-0" sheathingsheathingsheathingsheathingNota applicable i'� �~ BOTH SIDES OF WEB - 1 PLAN 1/24/18 (DETAIL E4) long long 4'-0" long 6'-0" long 4'-0" long 6'-0" long applicable pP w;r WITH SINGLE TJI® JOIST l � No. Revision/Issue Date BACKER BLOCK 2X6 MINIMUM � ; '-� `-� (DETAIL F1 %s" or 3/a" %a" or%" %" or 1" Net 2x6 2x8 2x12 SQUASH BLOCKS WITH TOP MOUNT HANGERS, BACKER BLOCK REQUIRED ONLY FOR DOWNWARD LOADS EXCEEDING 250 LBS OR PROJECT NO, SHEET OR H2) USE 2X4 MINIMUM SQUASH BLOCKS TO ADDITIONAL JOIST IS REQUIRED 18-OX (IIF NECESSARY,INCREA SEFILL ER A ND BA CKER BL 0 CK HEIGHT FOR FA CE MOUNT HA NGERS A ND MA INTA IN!18 GAPATTOP OFJOIST,•SEE DETAILW. TRANSFER LOAD AROUND TJI® JOIST FOR UPLIFT CONDITIONS. FOR NAILING REQUIREMENTS IF FLOOR PANEL EDGE IS 18915 F LLER AND BACKER BLOCK DIMENSIONS SHOULD AICCOMODATE REQUIRED NAILING WITHOUT SPLITTING(12"MINIMUM FOR BACKER BLOCKS AND 24" SEE PAGE 5, TJ - 9001, WEYERHAEUSER INSTALLA TIONUNSUPPORTED OR IFDATE MINIMUM FOR FILLER BLOCKS). GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. RATING IS EXCEEDEDSPAN JAN 2018 S-2 SCALE THIS DRAWING IS THE PROPERTY OF EDWARD ARMUS ENGINEERING,PLLC AND MAY NOT BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION AS NOTED