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Owe Town of Southold 1/30/2019 P.O.Box 1179 AL 53095 Main Rd � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40192 Date: 1/30/2019 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 115 Walnut Pl, Mattituck SCTM#: 473889 Sec/Block/Lot: 142.-1-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/16/2017 pursuant to which Building Permit No. 42498 dated 3/28/2018 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: "AS BUILT"INTERIOR ALTERATIONS AND NEW UNFINISHED BASEMENT TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to 115 Walnut Place LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42498 01-29-2019 PLUMBERS CERTIFICATION DATED 01-28-2019 drew Fo olb rtSignature TOWN OF SOUTHOLD � a BUILDING DEPARTMENT TOWN CLERK'S OFFICE '$ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42498 Date: 3/28/2018 Permission is hereby granted to: 115 Walnut Place LLC 115 Walnut Place Mattituck, NY 11952 To: legalize "as built" interior alterations and construct new basement to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 115 Walnut PI, Mattituck SCTM # 473889 Sec/Block/Lot# 142.-1-13 Pursuant to application dated 3/16/2017 and approved by the Building Inspector. To expire on 9/27/2019. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $591.20 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $161.00 CO -ALTERATION TO DWELLING $50.00 I $802.20 Building s r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 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$15.00 Date. I%6�11 New Construction: Old or Pre-existing Building: V (check one) Location of Property: � WoN.%4–r7v• ,'"",'VU*,— House No. Street Hamlet 1SSufOwner or Owners of Property: 115- Suffolk folk County Tax Map No 1000, Section y Block 1 Lot 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ C, D M LAt/- Applicant Signature pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1 179 G Southold,NY 11971-0959 �� roger.richertCciltown.southold.ny.us �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To 115 Walnut Place LLC Address: 115 Walnut Place City- Mattituck St: New York Zip. 11952 Building Permit#, 42498 Section: 142 Block: 1 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor HOME OWNER DBA. License No. SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors rj Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 3-bath room renovations Notes: 3-bath fans Inspector Signature: Date: January 29 2019 81-Cert Electrical Compliance Form.xls of so�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 444 Owner: (Pie-use print) Plumber. NAV'� (Please print) I certify that the solder used in the'water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 2-3 day of 20 I j T SHARON L.TUTHILL Notary Public,State of New York No 017 `)74477 rr� Qualified ie c,*County Notary Public, Jud County Commission r': - May 20,20,2 Z oF soulyo{o * TOWN OF SOUTHOLD BUILDING DEPT. �O • �O Coum, 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: DATE l INSPECTOR` yea SOUIy hod 06 * # TOWN OF SOUTHOLD BUILDING DEPT. e 765-1802 INSPEC ION [/FOUNDATION 1ST ROUGH PL13G. ( ] OUNDATION 2ND [ ] ULATION ( FRAMING /STRAPPING [ A [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: T OVA 1216 /oz DATE 1 INSPECTOR q-yq q 8 ho��oF souryo� * * TOWN OF SOUTHOLD BUILDING DEPT. "�oux,r 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: 0 1 IT Low '. �> IYl 9—w- G -, wk R) �iv (�n��c, • Pow. w � Qki A� � r on fk,�A (yo V, Ib 4 k E . 'F ah 10S o «" S v DATE 0 INSPECTOR �o��pF SOUTy06 * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUI'yo� # * TOWN OF SOUTHOLD BUILDING DEPT. couun 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: DATE 1 `� r INSPECTOR • ' • ' l:lill:''aI • RAJ : rm - - FOUNDATIONFOUNDATION (2ND) ! - ------------------------------------ z. ENERGYAW ff a 95A ROUGH FRAMING& PLUMBING INSULATION PER N. Y. STATE .D ' - Ir, l'100 ea Mm L L ADDITIONAL CqMMENTS NEW- KOWHAM MON �14$ Jim loadi �, C�i ► 1IFri SAX1 s t • ■ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 Surve ( ) ^ Y SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,2 J Mail to: Disapproved a/c Phone: Expiration ,20 — (/ / / ' di nspector ICATION FOR BUILDING PERMIT MAR 1 6 2017 Date �3 �b , 20 INSTRUCTIONS BUILDING DEPT. a. T416" t�� bWpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate p of p an to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose 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 from such date. If no zoning amendments or other regulations 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. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 'PQ (Signature of applic t or n me,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder OAA ' '� Name of owner of premises I6-WALAu� VWe—,t LLQ (As on the tax roll or latest deed) If a ziyamo"Si of my authorized officer ( ame and title of corporate officer) Builders License No. Plumbers License No. -� Electricians License No. -� Other Trade's License No. 1. Loc4ion of laAd on w ' proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 1�v Block '1 Lot �' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises an int ded use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of wo (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work .0, (Description) 4. Estimated Cost 0v t��� Fee A (To be paid on filing thipplication) 5. If dwelling,number of dwelling units „Y Number of dwelling units on each floor :If garage, number of cars D 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ` 7. Dimensions oWing structures, if any: Front Rear 3"1 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Numbe pfi t4k4!'+,l t-- . 8. Dimensions of entire new construction: Front �N W--Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth `��. T �, ., <:r •�, 10. Date of Purchase Vo Name of Former Owner T'�"`� nbi -W • 11. Zone or use district in which premises are situated 7,40 •�— 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOV 13. Will lot be re-graded? YES NO r Will excess fill be removed from premises?YES NO Y 14. Names of er remises Address 0, Phone N .1�3 Name of Addres •V^7one N Name of Contractor Address Phone No. ,/- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOy * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. t.SO 18. Are there any covenants and restrictions with respect to this property? * YES NOV * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF-0-444" Andre-W~T P-oh rko b being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Pi'e51de-`n+/M Crock Wrl Q (Contractor,Agen ,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 1�J' -4-4-1day of Aurcrl 20 (-7 , CJYI 6 1I Notary Public x.477 Signature of Applicant Q{' x County Comr _�inlay 20,20' y FOIAtr BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 a Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerta-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Ow4r V- - Name: -- License No.: email: KpL6 M A L. CAW, Address: a— Phone No.: JOB SITE INFORMATION: (All Information Required) Name: wXW� rt.-hX—, LI.L Address: WkLIAV}- ` Cross Street: p�� ��►. GV. Phone No.: Bldg.Permit#: q8 email: Tax Map District: 1000 Section: Block: Lot: 3 BRIEF DESCRIPTION OF WORK(Please Print Clearly) �i 1�'�4 Pig.,. • ',�,.� ', Circle All That Apply: �t Is job ready for inspection?: YES / NO Rough (� al Do you need a Temp Certificate?: YES/ NO d On Temp Information: (All information required) Service Size 1 P 3 Ph Size:4:�!U _A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.As v" 40 �( to 6� o � \ V F` � G \ ANGLE IRON �' 32.4 FOUND �\ \ \ WELL LOCATED \ \ BY OTHERS ✓ 32.4 \ \ EXISTING SCWA �\ \ WATER CONNECTION \ N/F GIARDIELLO ° ( 32.4\ o \ \ [TAX LOT 141 '°L� � \ 32.5 \ 32/. ° \\ r32<6 ' 326 32.4 \ \ ° R�Rg,32.3 [GRASS] 32.7 NCE 32.2 `p�S��EE ° q�n oo' 32.0���8\ 32.50 GV 31.4 \ 322.0 \ 31.4 \ ` - 132.4 �1 1�•�0�� SAOR� 32.6 , \ PIPE 30.9 `�' PROPOSED 8X10 , FOUND ! _ LEACHING PO ,3 -6C'RETE\' �C t-- OL g P ' RM 30.7 / COVER x w o ` ' 1 6' A` 1�5� .3 1 \ [R=29.3] 32 ✓ 1`►0• R �i 01 31.6\r AREA OF c OVER �` �� ��� �� 2 a, EXCAVATION (S CON RETE \ CN�M0EI� - lx�fl 32.3 1 1 Certified, as noted and limited below, onlyto. ' [[GRASS] [R=30.4 COVER ✓ E _ 32.6011 "RES - 115 WALNUT PLACE, LLC a o `�' 31.2 A, � UUU 32.0 .- `wW� \ [GRAVEL] 1 1 TOTAL SITE AREA - 18,575 S.F. �-'�' �� 30.4 31.7 32.4 \\ x N/F BERDINKA ©n `� x „ -x. r 32.3 \ \ 1 [TAX LOT 8.1] �p �� -PROPOSED-a�00 of,661OJe`� 4d 32.4 \ _ , Ta 32.2 THE PREMISES HEREON IS KNOWN AND DESIGNATED AS .i - 511 26 \ 9 [GRASS] jgjC x 32 3 SECTION 1000-142.00 BLOCK 1 TAX LOT 13 AS SHOWN ON 30.E , 0-0 �, SEPT�7V-TANK GRASS __ - ',_C, THE OFFICIAL TAX MAPS FOR THE COUNTY OF SUFFOLK. �SZOC 31.2 ,�, cr Z (EXISTING SEPTIC TANK TO BE REMOVED) t ,26'St�"w 32.2 PIPE I �j6.0 o w N NEST HOLE x 32.4 v a° � TOPOGRAPHIC INFORMATION HEREON WAS INTERPOLATED FOU"JD r' 30.9 LOCATION 32.3 °I n o �� FROM AN ACTUAL FIELD SURVEY BY THIS OFFICE ON10 JANUARY 19, 2018. ALL ELEVATIONS ARE RELATIVE TO GJpCKADE \ NAVD88 DATUM. N/F RUTH . NINE [TAX LOT 11] CNAL,e \ 31.7 ' �a.25, �A \ �• ALL RESIDENCES WITHIN 150 FEET OF THE PREMISES ARE TZER SUPPLIED BY CITY WATER. WELL LOCATED N/F BY OTHERS [TAAXX LOT OT 112] NO SURFACE WATERS/WETLANDS LOCATED WITHIN 300 FEET 1 OF THE PREMISES. 1. THE SURVEYOR'S SEAL, SIGNATURE AND ANY CERTIFICATION APPEARING HEREON SIGNIFY THAT, TO THE BEST OF HIS KNOWLEDGE AND BELIEF, THIS SURVEY WAS PREPARED IN D �SURVEYS AS SET FORTH IN THE CODE OF PRACTICE ADOPTED D ACCORDANCE WITH THE MINIMUM STANDARDS FOR LAND BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. � ALLOWABLE-SAN TARY FLOW (DENSITY) EXISTING GRADE[EL 32.2] MAR 2 $ 2018 GROUNDWATER UMAGEMENT ZONE XX DARK BROWN LOAM (OL) CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM ALLOWABLE FLOW FOR SITE: XXX GPD/ACRE r-o• (600 GPD/ACRE)(0.1968 ACRES)=X,XXX GPD BROWN SILTY SAND (SM) THIS SURVEY WAS PREPARED, AND ON HIS BEHALF, TO THE - TOWN OIL+SOUTHOLD TITLE COMPANY, LENDING INSTITUTION AND GOVERNMENTAL AGENCY LISTED HEREON; SAID CERTIFICATIONS ARE NOT SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS INTENDED TO RUN TO ADDITIONAL TITLE COMPANIES, LENDING INSTITUTIONS, SUBSEQUENT OWNERS OR FUTURE CONTRACT ODES. ' TOPOGRAPHIC SURVEY UNDERGROUND IMPROVEMENTS, STRUCTURES, UTTUTTES OR N PREPARED FOR ENCROACHMENTS, AND ANY EASEMENTS RELATED THERETO, FC�� cn Q � 115 #A NUT PLACE LLC ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. ANY SEWAGE DISPOSAL SYSTEM DESIGN UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM � r•., Thi Pr7-5/", T' ! FIELD SURVEY INFORMATION AND EXISTING DRAWINGS AND IS ^nI_f 'r j; c'r = PROPERTY S1 TUA TE A T NOT CERTIFIED TO ACCURACY OR COMPLETENESS. C;'•,%� � 115 WALNUT AVENUE UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP OF NE lN Y TOWN OF SOUTHHOLD BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION P3 Off, OF SECTION 7209, SUB-DIVISION 2 OF THE NEW YORK STATE CO ,�� e., �� SUFFOLK COUNTY EDUCATION LAW. , r STATE OF NEO' YORK CONTRACTORSLINE & GRADE SOUTH L.L.C. ,o SCALE. 1" = 15' 23 Nepperhan Avenue TEST HOLE DATA Elmsford, New York 10523 � �IM HOIE NG BYsF0 LAID c�J`�' Date: JANUARY 19, 2018 McDMUPhone. (914) 347-3141 ON JWARY Z 2018 C0NOn MD aim DICUMB office�lineandgrade.net Copyright (c) 2018 CONTRACTORS' LINE & GRADE SOUTH All rights resermd. E ,,! .'- 0 \37--2389 KOIB_Wolnut ST, Mottatuck N?'�dwg\2389-Survey2dwg I FOUND 75 \ \ WELL LOCATED BY OTHERS 32.4 �� EXISTING SCWA -- ATER CONNECTION �� x \ N/F GIARDIELLO ° 32.4 p \\\ [TAX LOT 14] 325 \ 32.4 \\ )r3r6 1326 g 32.4 \ 32.2 ° 323 [GRASS] 32.7� � � 32.0 Vgl 32.5 11 o ° �2 ✓� 31.4 32.0 32.4 31.4 � O�3�n� Q� � y k � Q � PIPE 30.9 `v�3 PROPOSED 8X10 �y �,o o ✓ 32.6 �1 y FOUND �COC LEACHING POOL 13 30.7 / VER 32.3 31.1 / [R=29.31 CONCRETEV-c;> Cf 31.6 AREA OF co\ER �tR\c� ME \ -1 EXCAVATION ETE NE�� � �32.3 \ 1 [GRASS] [R=30.4OVER WWF E 1 O 31.2 [ ` \s2.6 ; -OH MIRES Y O � 61. 30.4 x 32.0 e � � �ww� ` [GRAVEL] 1 1 4/F BERDINKA x ata ,�� 32.4 [TAX LOT 8.1] p • rft011;ea 44 32.3 1 1 Sly 2 \ 9a GRASS 3x4 \ 32.3 __ - - "\ -j 32.2 PPE G N �SjOCKA�E 31.2 (DaSTING SEPTIC TANK TO BE REMOVED) .ZG'FJQ w 32.2 FOUND 15 O N , TEST HOLE x 32.4 S7l 1 30.9 LOCATION 32.3 tom*► '; � tOCKAOE�CE� ° � `�� \\ N/F RUTH J. NINE ✓ ✓ I `s �"�.0�' ��EED� [TAX LOT 11] 31.7 WELL LOCATED N/F SCHWEITZER BY OTHERS [TAX LOT 12] 1 1 � D SANITARY FLOW WSIM DQSW GRADE [FL 32.2] MMINWIT ZOIf: XX MAR 2 B 2( DII FOR SITE XXX GPD/ACRE E)(0.1968 ACRES)=X,XXX GPD - - - 8R4WN-SILTY-SAND W BYT1LLZING DT - - - - - - TOWN OT lU7 gni z)TSTEY DESIGN CALCULATIONS [N/A] TOPOGRAPHIC SURVEY N ooco A ocn cno 4i � Q C 04 o U N a0 I I C-. M O Y _ O � V 3 = J U Z - J EXIST DRIVEWAY NEW CONCRETE — STAIR TO f3A6EMENI T EXIST t5ILGO TO t a f5E REMOVED ` m cu o � r EXIST Ll) STORY RESIDENCE M r- C EXIST DECK (u o C) 0 rn ' Z C- CU EXIST DRIVEWAY L r'1 t Performance"m • Sizes 002 Thru 11 • Turn to the Experts. Product Data PREMIUM ENVIRONMENTALLY SOUND FAN COIL The FV4C is the premium air handler combining the proven technology of Carrier fan coils with environmentally sound Puron© refrigerant.The FV4C achieves an operational advantage when the ECM (Electronically Commutated Motor) is combined with a Carrier Performance- heat pump with Puron©refrigerant. With attention to quiet, efficient, and comfortable operation, Carrier has developed a new benchmark for superior indoor comfort and control. ArmorCoat- provides a tin plating of the indoor coil's copper hairpins. This creates a barrier between the corrosion-causing elements and the coil. Carrier's heat pump and air conditioning systems now feature Puronc refrigerant(R-410A), the chlorine-free refrigerant that is the future for the residential heating and cooling industry. The FV4C using Puron° refrigerant maximizes performance for environmentally sound systems. In addition to environmental safety, these systems are 30 to 40% more efficient than standard heating and cooling systems, thereby combining excellence in efficiency and environmental safety The FV4C provides these benefits due to Carrier's command of ECM technology. These motors are extremely efficient at all speeds, and enable the FV4C to operate at the correct speed to deliver airflow precisely, ensuring proper performance across a wide range of duct static pressures. This adaptive efficiency also makes installation quality easier to achieve for today's demanding homeowner. Carrier's command of ECM technology may be most evident in the comfort advantages that ECM can deliver. Operation set up steps on the Easy Select- Board provide the installing technician with alternatives to maximize comfort and efficiency. For true indoor comfort, the homeowner can achieve command of both temperature and humidity in cooling and heating modes. Another feature which sets the FV4C apart is the factory-installed TXV, which enhances efficiency and provides compressor protecting operation at all recommended conditions. Grooved copper tubing,louvered aluminum fins,and the large face areas of the FV4C refrigerant coils also provide superior efficiency,for high SEER and HSPF performance.Carrier leads the way in condensate control, a hallmark of these multipoise fan coils. All of these featured components are protected within a rugged, prepainted metal cabinet lined with super thick, high density insulation. For neat, high quality installations the unit exterior features sweat refrigerant connections for simple leak free performance, and multiple electrical entry for both high and low voltage service. For superior technology and unmatched comfort, the environmentally sound and efficient FV4C can't be beat. FEATURES Environmentally Sound Refrigerant Technology • Puron©,chlorine-free non-ozone depleting refrigerant • Thermostatic Expansion Valve(TXV)designed to maximize performance with Puron©refrigerant Energy Efficient Operation • Electronically Commutating Motor(ECM)operates efficiently at all speeds • Maximizes efficiency of heating and cooling systems • Ultra low power consumption during fan only operation Indoor Weather Control • Warm,comfortable heating air temperatures • Unmatched humidity control,especially with Carrier's Thermidistat- Control Airflow and Sound Technology • Diffuser air discharge section for high airflow efficiency and quiet,smooth operation • High duct static capability • Unique cabinet design that meets new stringent regulations for air leakage.Meets requirements of a 2%cabinet leakage rate when tested at 1.0 inches of static pressure Condensate Control and Disposal Technology • Minimal standing waterless microbial growth for improved IAQ and reduced condensate line clogging and related condensate leakage • Condensate fittings relocated away from turbulent airflow patterns at the blower entrance for improved condensate control performance • Overflow feature for slope coil units allows condensate to exit the unit without damage to product under clogged primary and secondary line conditions • Tested for condensate disposal at conditions much more severe than those required by AHRI • Primary and secondary drain connections to comply with HUD • All pans constructed of an injection molded glass-filled polycarbonate engineered resin material,with brass drain connections. • High density,super thick cabinetry insulation with vapor barrier • Pre-painted galvanized sheet metal cabinet Heat Transfer Technology • Grooved copper tubing • Lanced sine wave aluminum fins • Discreet refined counter-flow refrigerant circuitry • Bi-flow hard shut-off TXV metering device • ArmorCoat- coil protection available Quality Assisting,Ease of Installation and Service Features • All units multipoise • Provision made for suspending from roof or ceiling joints • Modular cabinet on 003 thru 006 units • Sweat connections for leak free service • Multiple electrical entry for application flexibility(high and low voltage) • Low voltage terminal strip,to safely hold connections within the cabinet • Inspection plate on A-coil models for quick coil cleanliness inspection • Cabinet construction features innovations designed to prevent cabinet sweating Controls and Electrical Features • Easy Select- Board to maximize comfort,efficiency,and safe heater airflow operation • Easy plug connection provided for quick installation of accessory heater packages • 40VA 208/230v transformer • Replaceable 5-amp blade-type auto fuse protects against transformer secondary short Filter Features • Factory supplied filter • Cleanable polyester filter media • Filter"springs"out for easy access-no tools required • Newly improved filter rack area-filter door insulation added for an improved air seal 2 ti 1 MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6 7 6 9 10 11 12 F V 4 C N B 0 0 3 0 0 0 Product Heating Size F=Fan Coil T00=ArmorCoat- 000=No Heat Type 005=5 kW V=Puron® Refrigerant 075=7.5 kW 008=8kW Position 010=10 kW 4=Multipoise 011 =11 kW 015= 15 kW Series C Capacity 002= 18-36,000 Electrical 003=24-42,000 N =208/230v,1ph-60 Hz 005=30-48,000 006=30-60,000 Cabinet/insulation B=Modular F=Single piece ISO 9wl:-"Ow Nion- C L us Ine amrmmadaly muM,drr9gax pE61SfEHm ANBURdUdMWM IMiYry At lhYuey INM Npr CERTIFICATION APPLIES ONLY WHEN THE COMPLETE SYSTEM IS LISTED WITH ARI ArmorCoat SPECIFICATIONS MODEL002 003 005 •06 Refrigerant Metering Device Puron®Refrigerant(R-410A) TXV Size 2 Ton 3 Ton 1 4 Ton Rows/Fins Per In. 3/14.5 Face Area(Sq Ft) 3.46 5.93 742 Configuration A Slope A _ =f r` f.h •�ar.-.` Air Discharge Upflow,Downflow,Horizontal 525/470 700/630 875/785 1050/945 700/630 875/785 1050/945 1225/1100 CFM(Nominal Clg/Htg) 875/785 1050/945 1225/1100 1400/1260 1050/945 1225/1100 1400/1280 1750/1575 Motor HP(ECM) 1/2 3/4 21-1/2"(546 mm)by 16-3/8"(417 mm) 19-7/8"(505 mm) 23-5/16"(585 mm) 1 Piece 1 uPiece or Modular Modular 3 7/8•• 131!• 2'DIA R 0.'S FOR.16x UGLY POWER WIRING ve Du X.O. 7/e' r0R LON'VOLTAGE CONT IOL WIRING NOTE I SERIES BES16NATION IS TNE IATH POSITION OF UNIT PRODUCT NUMBER IS/1t• 1 7/e• TOP VIEW 22,/16• 10 3/16• II' i/D• W 8 2 I/11' '" itFl AIR 7/4' 17/16'C DISCONNECT 01 CJIcu1r 5K AREN NOTE ALL a 21'FROM FRONT LOCATION FOR SERVICE AL TERUT[ UN I T CONNECTION SIZES v11•,1 v7r.Fou.R.0•s -NOn MODULAR LOWER.CONTROL. WON NIGN VOL AGE t ELF IC NEAl[R SUCTION:aaI 6 10 UA•I D.11 AT ALTERNATE POKI NIRI10 11N1 i1 :EL HAVI ACCESS PANEL 005 6 DOt il11'I D.SWEAT 1/,•DIA i 0 MPDS ITE SID[ A TDO PIECE LIWID:3111•I.D.SWEAT FOR lON VOLTAGE CABINET CONDENSATE. 3/4'FPT CONTROL WIIIM6 OPTIONAL FIELD CONVERTED W 1GNT f1O RETURN OPEN IMG INICT AIR 15L01E COIL UNITS ONLFI OIL ACCESS A I Ilz' PANEL 2 Sle' A II/li' Ir - A FITTING IWIDLINE ' E NNEC LINE IANEL IW tO INK CONNECTION 7 1116• COIM[CT101 CONNECTION sNCTIW LINE CONNECTION I 3/16• INAR H 10' +' RODOAIIUNITS IO 1/16' KT ION LINE II 7/1' CON.ECi1ON i 7/16• ' y FILTEI ACCESS OPCNI NG PANEL ACCESS PAKI C01ELI FOR I I/A' 19 17/It' -moi 01EM'AS CONNECTION COIL LOCATIONS AIL SLOPE COILS RIGHT SIDE VIEW SLOPE 21/z D DFLOW OR RON12 FCOIL DETAILS OWN ON T AIR LETT APPLICATI OIpFLO1 ON 10AI2 IIOXI AIE PPL ICAT 10116 INENE AND Intl AIR FRONT VIEW 'A' COILS SHOWN WIIN'A'COIL DETAILS CONNECTION DONNI LOW APPLICATIONS LOCATIONS r01 UPFLOW O1 x0!12.APPLICATIONS DIMENSIONS A B C D E H J UNIT SIZE in mm In mm in mm in mm in mm in mm in mm FV4CNB003 53-7/18 1357 21-1/8 537 19-1/4 489 19-1/8 488 19-3/18 487 28-5/18 735 19 483 FV4CNB005 53-7/18 1357 21-1/8 537 19-1/4 489 19-1/8 488 19-3/18 487 28-5/18 735 — — FV4CNB008 59-3/18 1503 24-11/18 827 22-3/4 578 22-11/18 578 25-1/4 842 34-1/18 885 1 — — FV4CNF002 42-11/18 1084 1 17-5/8 448 15-3/4 400 15-5/8 397 10-3/4 273 — — — — FV4CNF003 53-7/18 1357 21-1/8 1 537 19-1/4 489 19-1/8 488 19-3/18 487 1 — — 19483 FV4CNF005 53-7/18 1357 21-1/8 1 537 19-1/4 489 19-1/8 488 19-1/2 495 — — — — 4 t . . Infinity'm 17 . • - Air Conditioner with • ° Refrigerant Carrier 2 to 5 Nominal Tons Wm to V��e exports& Product Data INDUSTRY LEADING ~� FEATURES / BENEFITS Efficiency • 14- 18 SEER/11.5- 13.7 EER • Microtube Technology- refrigeration system • Indoor air quality accessories available Sound • Sound level as low as 69 dBA • Quiet mount split post compressor grommets • Forward-swept condenser fan blade • Compressor sound hood • Laminated steel compressor mounting plate • 8 pole PSC ball bearing outdoor condenser fan motor Comfort • System supports Infinity'" Control or standard 2-stage thermostat controls Reliability • Puron© refrigerant - environmentally sound, won't deplete the ozone layer and low lifetime service cost. D TT • Front-seating service valves INFINITY" SES • 2-stage scroll compressor • Internal pressure relief valve • Internal thermal overload Carrier's Air Conditioners with Puron© refrigerant provide a • Low pressure switch collection of features unmatched by any other family of • High pressure switch equipment The 24ANB7 has been designed utilizing Carrier's • Filter drier Puron refrigerant. The environmentally sound refrigerant allows you to make a responsible decision in the protection of the earth's • Crankcase Heater standard ozone layer. • Balanced refrigeration system for maximum reliability This product has been designed and manufactured to meet Controls and Diagnostics Energy Star° criteria for energy efficiency when matched with • Infinity' control (Dedicated A,B,C,D only) appropriate coil components. Refer to the combination ratings in the Product Data for system combinations that meet Energy Star® • Utility Interface Connection guidelines. • Up to 18 point diagnostic capability Durability NOTE: Ratings contained in this document are subject to WeatherArmor- protection package: change at any time. Always refer to the AHRI directory (www.ahridirectory.org) for the most up-to-date ratings • Solid,Durable sheet metal construction • Steel louver coil guard information • Baked-on,complete outer coverage, powder paint Applications • Long-line - up to 250 feet (76.2 m) total equivalent length, up to 200 feet (60.96 m) condenser above evaporator, or up to 80 ft (24.38 m) evaporator above condenser(See Longline Guide for more information.) • Low ambient (down to 0°F) with complete Infinity system. MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6 7 8 9 10 11 12 13 N N A A A/N N N N A/N A/N A/N N N 2 4 A N B 7 3 6 A 0 0 3 0 Product Product Tier Major SEER Cooling Variations Open Open Voltage Minor Series Family Series Capacity Series 24=AC A=RES AC N = B=Puron 7=17 A=Standard O=Not O=Not 3=208/230-1 0,1,2. Infinity SEER Defined Defined Nominal Nron.. I c UL usa,earmdairmmey=mde*igwW Use of theAHRICertifiedTM Mark indicates a e emanufacturer's participation in the fThu producthas been dea9,w a d maumcwred mprogram For verification 1/C�\\ mast Energy Sara®criteria for energy effidwcy when matched will,appraprim tail canpmerm Howa�er, of certification for individual praper rehigerant Marge and proper air elan are cricrxl products, o to to achieve rated and erficien InstaHaem of P 9 IS09001 Q tli,I7lL�Z this product shoLi d fdlm all mrulactixing refrigerant www.ahrdirectory.org. LLl OMI-SAI Global Merging and air flav ins4uuciims.Fdlure to eanfrm proper charge and air flow may reduce energy .Meleney and shorten equipment Mfe. STANDARD FEATURES FEATURES Unit Size —Voltage, Series 24-30 36-30 48-30 60-30 Puron Refrigerant X X X X Maximum SEER Rating* 17.0 18.0 17.5 16.8 2—Stage Scroll Compressor X X X X Crankcase Heater w/Temperature Switch X X X X Long line Capability X X X X Low Ambient Capability to OaF(-17.80C)w/Infinity Control X X X X Enhanced Diagnostics w/Infinity Control X X X X Utility Interface Connection X X X X Louvered Coil Guard X X X X Field Installed Filter Drier X X X X Front Seating Service Valves X X X X Internal Pressure Relief Valve X X X X Internal Thermal Overload X X X X Long Line capability X X X X Low Pressure Switch X X X X High Pressure Switch X X X X Sound Blanket X X X X X=Standard •With approved combinations 2 REFRIGERANT PIPING LENGTH LIMITATIONS Liquid Line Sizing and Maximum Total Equivalent Lengthst for Cooling Only Systems with PuronO Refrigerant: The maximum allowable length of a residential split system depends on the liquid line diameter and vertical separation between indoor and outdoor units. See Table below for liquid line sizing and maximum lengths Maximum Total Equivalent Length Outdoor Unit BELOW Indoor Unit Liquid AC with Puron Refrigerant Maximum Total Equivalent Lengtht: Outdoor unit BELOW Indoor Sae Liquid Line Line Vertical Separation ft(m) Connection Diam. 0-5 6-10 11-20 21-30 31-40 41-50 51-60 81-70 71-80 wfm 0-15 19-3.0 3R-6.1 6.4-9.1 9.4-122 12.5-15 15.5-18.3 189-21.3 219-24.4 024 1/4 75 75 75 50 50 -- -- -- -- AC with 3/8 5/16 250* 250* 250* 250* 250* 225* 175 125 100 Puron 3/8 250` 250* 250* 250* 250* 250* 250* 250* 250* 036 5/16 175 150 150 100 100 100 75 -- -- AC with 3/8 Puron 3/8 250* 250* 250* 250* 250* 250* 250* 250* 250* 048 AC with 3/8 3/8 250* 250* 250* 250* 250* 250* 230 160 -- Puron 060 AC with 3/8 3/8 250* 250* 250* 225* 190 150 110 -- -- Puron ' Maximum actual length not to exceed 200 ft(61 m) t Total equivalent length accounts for losses due to elbows or fitting.Seethe Long Line Guideline for details. --=outside acceptable range Maximum Total Equivalent Length Outdoor Unit ABOVE Indoor Unit Liquid AC with Puron Refrigerant Maximum Total Equivalent Lengtht: Outdoor unit ABOVE Indoor Sae Liquid Line Line Vertical Separation ft(m) Connection Diam. 26-50 51-75 76-100 101-125 126-150 151-175 176-200 W/1XV (79) .9-152) (15.5-22.9) (23.2-30.5) (30.8-38.1) (38.4-45.7) 46A-53.3 (539-61.0) 024 1/4 100 125 175 200 225* 250* 250* 250* AC with 3/8 5/16 250* 250* 250* 250* 250* 250* 250* 250* Puron 3/8 250* 250* 250* 250* 250* 250* 250* 250* 036 5/16 225* 250* 250* 250* 250* 250* 250* 250* AC with 3/8 Puron 3/8 250* 1 250* 250* 250* 250` 1 250* 250* 250* 048 AC with 3/8 3/8 250* 250* 250* 250` 250* 250* 250* 250* Puron 060 AC with 3/8 3/8 250* 250* 250* 250* 250* 250* 250* 250* Puron *Maximum actual length not to exceed 200 ft(61 m) t Total equivalent length accounts for losses due to elbows or fitting.Seethe Long Line Guideline for details. REFRIGERANT CHARGE ADJUSTMENTS Liquid Line Sae Puron Charge oz/ft(g/m) 3/8 0.60(17 74) (Factory charge for lineset=9 oz/266.16 g) 5/16 0.40(11.83) 1/4 0.27(7.98) Units are factory charged for 15 ft(4.6 m)of 3/8"liquid line. The factory charge for 3/8"lineset 9 oz.(266.16 g). When using other length or diameter liquid lines,charge adjustments are required per the chart above. Chareine Formula: [(Lineset oz/ft x total length)—(factory charge for lineset)]=charge adjustment Example 1:System has 15 ft of line set using existing 1/4"liquid line. What charge adjustment is required? Formula: (.27 oz/ft x 15ft)—(9 oz)_(-4.95)oz. Net result is to remove 4.95 oz of refrigerant from the system Example 2: System has 45 ft of existing 5/16"liquid line.What is the charge adjustment? Formula: (40 oz/ft.x 45ft)—(9 oz.)=9 oz. Net result is to add 9 oz of refrigerant to the system 3 LONG LINE APPLICATIONS An application is considered Long Line, when the refrigerant level in the system requires the use of accessories to maintain acceptable refrigerant management for systems reliability. See Accessory Usage Guideline table for required accessories. Defining a system as long line depends on the liquid line diameter,actual length of the tubing,and vertical separation between the indoor and outdoor units. For Air Conditioner systems,the chart below shows when an application is considered Long Line. AC WITH PURONO REFRIGERANT LONG LINE DESCRIPTION ft(m) Beyond these lengths,long line accessories are required Liquid Line Size Units On Same Level Outdoor Below Indoor Outdoor Above Indoor 1/4 No accessories needed within allowed No accessories needed within allowed 175(53.3) lengths lengths 5/16 120(36.6) 50(15.2)vertical or 120(36.6)total 120(36.6) 3/8 80(24.4) 35(10.7)vertical or 80 24.4)total 80(24.4) Note: See Long Line Guideline for details VAPOR LINE SIZING AND COOLING CAPACITY LOSS Acceptable vapor line diameters provide adequate oil return to the compressor while avoiding excessive capacity loss. The suction line diameters shown in the chart below are acceptable for AC systems with Puron refrigerant: Vapor Line Sizing and Cooling Capacity Losses-PuronO Refrigerant 2-Stege Air Conditioner Applications Maximum Cooling Capacity Loss(%) Unit Liquid Vapor Line Total Equivalent Line Length it.(m) Nominal Line Diameters Size(Btuh) Diameters (in.)OD 26-50 51-80 81-100 101-125 126-150 151-175 176-200 201-225 226-250 (in.OD) (7.9-15.2) (15.5-24.4) (24.7-305) (309-39.1) (39A-45.7) (46A-50.3) (53.9-00.0) (81.3-68.6) (99.9-76.2) 024 5/8 0 1 2-Stage 3/8 Puron 3/4 0 0 AC 036 5/8 1 2 2-Stage 3/8 3/4 0 0 Puron AC 7/8 0 0 048 3/4 1 2 2-Stage Puron 3/8 7/8 0 1 AC 1 1-1/8 0 1 0 060 3/4 1 2 2-Stage Puron 3/8 7/8 0 1 AC 1-1/8 0 0 Applications int is area are not recommen( due to insufficient oil return PHYSICAL DATA UNIT SIZE-VOLTAGE,SERIES 24-30 36-30 48-30 60-30 Operating Weight Ib(kg) 223(101) 274(124) 298(135) 351 (159) Shipping Weight Ib k ) 274(124) 309(140) 341 (155) 397(180) Compressor Type 2-Stage Scroll REFRIGERANT Puronp(R-410A) Control TXV(Purona Hard Shutoff) Charge Ib(k ) 6.63(3.01) 10.83(4.91) 1 11.63(5.27) 15.13(6.86 COND FAN Propeller Type,Direct Drive Aur Discharge Vertical Air Qty(CFM) 3008 3530 4650 4800 Motor HP 1/10 1/5 1/4 1/4 Motor RPM 800 800 800 800 COND COIL Face Area(Sq ft) 21.56 21.56 25.15 30.18 Fins per In. 25 20 20 20 Rows 1 2 1 2 2 Circuits 5 7 7 8 VALVE CONNECT.(in.ID) Vapor 3/4 7/8 7/8 7/8 Liquid 3/8 REFRIGERANT TUBES In.OD Rated Vapor* 3/4 7/8 1-1/B 1-1/8 Liquid 3/8 *Units are rated with 25 ft(7 6 m)of lineset length. See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of lineset. 4 kal Ro 0W M CV 00 � W (.. fh Z 115 Walnut Place LLC r � 0 Proposed Basement/2nd FI Renovations 115 Walnut Place, Mattituck NY 11952 H0 AWN Permit Set 3/22/18 _ � a � 3 c Ln M LO Drawin List Project LocationELECTRICAL. Y m °- C-1 Cover Sheet INSPECTION REOuiRED C-2 Drawing List-Project Location A-0.0 Site Plane P WER CERTIFICAT d Pie CU A-0.1 General Notes 4fAD CONTENT:3Ef 50 ar � o OERTtFICATE OF Or "'UF o A-0.2 Details I SOLDER USEC' ,T _A � Z A-1 .0 Basement w/ 1 st FI Framing Plan SUPPLY O T i, IN, U eXCEED"-I- C"" Lf A-1 . 1 1 st Floor Plan RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 �'L�1MBfNC �sA. A-1 .2 2nd Floor Plan ALLPLUMBfvC WASTE OF THE TOWN CODE. &WATER LINES NcFU T&STING BEFCRE 0'�'c,'i EDAS NOTED COMPLY WITH ALL CODES OF A � 2 �'°° '(^ DATE:I gp - NEW YORK STATE & TOWN CODES TRUSS PLACARDING REQUIRED 11,% -- v, FEE- AS BY. AS REQUIRED AND CONDITIONS OF TIFII �F D NO ? r' \ BI�l.D1NG DEPARTMENT AT ' ' i � �'' •�. •- `- ,�, -� 75-1IIIQ2 SAM TO 4 PM FOR THE OARD RXLMM MISPECTIONS: Lr- __, 1 Li Sfldfiti6tBf6 - 1. FOUNDATION TWO REQUIRED PlUSIEES s FOR POURED CONCRETE Additional � 2. ROUGH - FRAMING & PLUMBINGC��I' �iOtl 3. INSULATION a. FINAL - CONSTRUCTION MUSTOCCUPANCY OR May URequired' COMPLETE FOR C.O. AL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR WITHOUT CERTIF;C;'•{ DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY O aQ NN U N Ob II C7 M z W m Y _ O J a) z tOJa EXIST DRIVEWAY — LCA a EXIST P5ILCO r 3 m z 0 ccr EXIST 2) STORY Z RESIDENCE EXIST DECK c 0 o 0 z VJ n m I a EXIST DRIVEWAY w NE��� fo 4-J Li 01, �' L �� o ���FESS1 a L.L J GENERAL �O'I" GJ' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: `�►++'' 11 4RIDGE-T04tAFTER ASSEMBLY' ROOF FRAMING: OCCUPANCY CLASSIRCATION R-*(smE Fes» JAM"s 20 gauge strap shad be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES i 6141 E PNaLY l� When a hxliertis b used in leu d a ridge strap,Rhe numbercif t Otl common nada requited CITY. SP I I HEIGHT V CONSTRUCTION NOTES: In eaC`n°rid el the collar,tie need not exceed the tabulated oaaber oT Ild nails n the strep, RAFTER TO 8•WALL.Sad COMMONEACH TOE-NAIL L•Ti 2 RAFTER-TO-WALL ASSEMBLY: TOP PLATE 0'WALL'4-ad COMMO RAFTER TOTAL 8GL FT.OF CONSTRUCTIO Wall 1).The Information within this set of construction documents Is related to bask design )• 8d CO EACH intent and framing details.They we Mended as a construction aid,not a substitute Lateral tinCEILING JOIST 8'WALL.3 g and shear wail connections for rafter,ceiling or truss to top plate shall be in TOE-NAI for gay accepted good bidding practice and compliance with current New York accordance b table 3.3.When a rafter or truss do rat fad In line vvM studs below,rakers TO TOP PLATE 10'WALL 4-8d COMMOP JOIST PREGCRIFMVE AS PBZ N.Y.G.RESIDENTIAL CONSTRUCTION CODE AND 00 Stade burtding codec.The General Contractor Is responsible for providing standard or Insurer;shall be attached tothe cal top plates and to wad d ha top plate shall attached to CEILING DESIGN CRITERIA ING JOIST TO s,9 PER TABLE 3.7 EACH FACE T soc Wtka wooD AME w TION MANUAL r � construction details and procedures to arise a pmfemroredy flushed,struuckraly the to the wall stud with uplift connections.Roofs overhanging ifs rake elle of the building PARALLEL RAFTER WFCM-SSC LAP NAIL I,- N V FRAMING ELEMENTS AS FLOOR PLANE CROSS SECTION A GENERAL NOTES sound and a weatherproof completed product shall be cormded with uplift connections In accordance with table 3.30. CEILING JOIST LAPE AS PER TABLE 3.7 EACH FACE EXT.BALCONIES rs0 0I (n 04 OVER PARTITION WFCM-SSC LAP NAIL 40 00 C7 2),The General Contractor is responsible for a eurn9 gust all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKScf) meets anent federal.state.candy and local codes,ordnance and regulations,etc. Wad studs above and studs below a floor level shad be attached with uplift connections n TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 Z These codas are b be considered as par d the specifications for this budding and accordance with table 3.3b.When wall stab above do not fag n Ina with studs below.the should be adhered lo even if in variance with the pian. studs shall be attached to a common member in She flow assembly with uplift connectors n BLOCKING EACH TOE ROOF w/STORAGE 20 accordance with table 3.3. 2.8d COMMON DESIGN LOAD CALCULATIONS tyj m TO RAFTER END NAIL ROOF !GROUND SNOIII LOAD) 20 F (LIVE LOADS PSF) 3).Dimanalors athell talks precedent over scaled drawings. RIM BOARD EACH END ROOMS(OTHER THAN BLEEPMG) 40 t jj (DO NOT SCALE DRAWINGS), 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL Fkat wad studs shah be connected to the foundation,sail plate,or bodom plate with uplift ROOMS(SLEEPING) 30 4).The designer has riot been ergeged for construction supervision and assumes no connectors.Steel straps shad have a minimum embedment d7 inches in arlxete WALL FRAMING: STAIRS 40 l� responsibility for construction coordinating with Russe plans,nor responsibility for foundation and statocn-grade.15 noes in masa"block foundations.or lapped underff.-FI: 1A11 NAIL GAURDRAILS(ANY DIRECTION) 200 0 construction means,methods.techniques,sequanoes,or procedurse,or for safety the plate and nailed n re accordance with table 3.3b.When steel straps alipped under the JOINT DESCRIPTON O- SPACING NOTES G TACsORY precautions and programs In connection with the work.There are no warranties for a bottom plate,3 inch aware washes abed used ed with 11he anchor bolls.Anchor bolt TOP PLATE TO PER FACE NAIL specific use expressed w implied n the use d sp Views Plans. spacing is to be aced and sized in accordance to bade 32s.n addition to speckq, 2-16d COM LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION andw bch oas are to be spaced between 6-12 Inches from the end d e aril pleb and all TOP PLATE FOOT SFJ`NOTE:1 _FOUNDATION) 12F.TAIL PAGE t -,hd 5).Refer to the Window and Door schedule for exterior openings. comers, TOP PLATES AT JOINTS FACE O INTERSECTIONS 4-ted COM EA.SIDE NAIL NAILING SEE GENERAL NOTE PAGE }g 6}.The General Contractor Is to ensure that masonry or prefebracted flnepaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO2-tub COMM 24" FACE AND WRCOtU SCHEDULE or exceeds manu(edur°'s specifications and applicable codes, Type I exterior shear walls with a minimum or 7/16 inch wood sbuetursl panel on the exterio STUD O.C. NAR attached with 8d common nails at 6"o.m at the vernal edges and 1r o.o.n he field,and FIRE PROTECTION SEE FLOOR PLANS J 7).The General Contractor is fo consult with the owner for all built-in farm 1/2 Inch gypsum wallboard on the interior attached with 5d cooter nails at T o.c.at panel HEADER TO 164COMMON ON 16"O.C, FACE (SMOKE e T� = U Z such as bookcases,shelving.pantry,closets,trims.etc. edges and/0'o.c.in the fled shed be n accordance with the length requirements sped8ed HEADER ALONG EDGE NAIL in table 3.16". TOP OR BOTTOM 2-i8d COMMON PER 2x4 STUD END TRUSO N N/A-STA A TICK FRA TI N � @ 8).Wind load requirements shall be Taken Into account during construction. PLATE TO STUD 3-ted COM".PER 2x6 STU NAIL 7ALCU1,ATIONS K d e).TYPE 11EXTERIOR SHEARWALLCONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC tit GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type 11 exterior shearwalls sal meet the requirements of table 3.15a-b times the approprie FLOOR JOIST,BAND JOIS1 16d COMMON i 1).The General Contractor and Mason to review piens,elevations,details and rotes to length adlusbnent factors In table 3.16. FOOT SEE NOTE:1, END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of tushed floor(s)above typical grade. 7).INTERIOR SHFARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN THERI LINE TERMITE DECAY DESIGN UNDERLAYM Allowable sidewall bngRu provided In table 3.14 shad be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS i aPd > 2).At footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi)Interior shearwalls are used.Sheathing and connections shad be n accordance with JOINT DESCRIPTION NAIL SPACING NOTES w LBS t Su B SEVERE 3 FT, MOOD SLIGHT AVY I TO 111 NONE - !_ V r U ERATE 3).Provide 112"expansion joint material between concrete slabs and abutting 2.4.4.2 and 22.4 respectively. JOIST TO: 4.8d COMMON PER TOE Tiesconasteormasonrywailsomn cargexteriororunheatednteriorareas. 8)_CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE ORGIRDE JOIST NAL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header ands girder corneedons shall be attached with uplift connection In accordance BRIDGING EACH TOE crele walls being attached to existing concrete strrchre shad 2-Bit COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA NOTESm td 4).Arty new con with Rabb 3.5.Window sill plates shag los have steel ownneelore n accordance with tattle TO JOIST ERC NAL SHEATHING LOCAnON AT PANEL EDGES SUPPORTS IN THE PANEL FI O be installed with ff4 rs4xsr,18"lag at t2'o.c. ilea approved epoxy for installation. 35 BLOCKING EACH TOE 5),Unkes otherwise noted,all slabs on grade b be 3500 p.s.r.Concrete to be TO JOIST 2-Sill COMMON END NAL 4'PERIMETER EDGE ZONE 8d COMMON 6"O. Bd COMMON 6'O.C. SEE NOTES:1,3 poured on 4 inch thick send or gravel fill with Sue wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELD to be minimum -I Q inch thick.All fit to be compacted a 95%relative densly with Where a ridge is to be used as a structural beam,the rafters"I either be ratted and BL3-16d(XMAfdO BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6.0. 8d COMMON @ 12.O.C. NOTE:2 FOR PANEL FIELD anchored on top of the bsahh w slope connectors shell be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAL '^ V madm mi IBts(laves). GABLE ENDWALL RAKE AND RAKE TRUS 8d COMMON 4'O.0 8d COMMON A 4"O.C. SEE NOTES:1,3 ,/ 6).Crawl spaces to be provided with a minimum 18"44'access opening.Install one atmdvd a �Sre above callingdbuilding.Connections ro the ridge and wall shall De be LE TO BEAM 3-18d COM �S EACH FACE n' 8"6 cast Iron foundation vent for&very 150 sq.IL dares, JOIST ON LEDGERPER TOE NOTES A✓ M 7).Damppmd exterior d foundation with bittererms coaling as per DECK AND COVERED PORCH NOTES: TO BEAM 3-ad COMMONJOISTNAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY O N.Y.S.Residential Construction Code.A Bann polyethylene film"I be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. BAND JOIST PER END t � e below grade portion d ads-for walls prior to badMing. All fasteners,, an ners,hangers d 8n&"g to be galvkazed or stainless steel. TO JOIST 3-18d JOIST NAL 1).For root sheathing within 4 feat of Via perimeter edge d he roof.including 4 feet an each side of he rod peak. CV BAND JdST T0: PER TOE NAIL bine 4 foot perimeter edge zone attachments required shag be used. Z � B).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be balled to each post with washers and nub. R TOP PLATE 2-18d FOOT SEE NOTE• Girders an concrete piers shad be anchored with proper steel connectW3 anchored SILL O 2).Tabulated 12 inch o.c,nag spacing assumes sheathing attached W refer I truss framing members with G10.49. O r FRAMING NOTES kxo comet&with a minimum 1 rr die x r long anchor Dalt withash wers and nuts' For taming members with with<0.4NG<0.49,the nail spacing shall be reduced to 6 itches o.c. p 1).All framing techniques and methods as prescriptive design d current SBC High Win posts n girders shag be anchored to a tYxl2"x1Y thick concrete looting. JOINT DESCRIPTI NML NAIL O Edition Wood Framing Conatruci on Manual. )" supporting g CITY. SPACING fro ing members 4 inch o.c.nail spacing assumes sheathing shelf to rafter/ed t teaming members with G>0.49.For L e- llse a rninkrhnsnh 1u2'dud x 7'king anchor tall with washers and nub.Footings Shay be 3 ft framing rtembers with 0.42<G<0.48,to Heil apecmg shat the reduced to 3 Inches o.c. below grade.Porches with cowered roofs shag have 12'die.concrete piers for the gam. STRUCTURAL PANE 8d AS PER TABLE 3. O 2> Messohenwisendad,ailtanngadstticturalwoodmaterialWbe#2*BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � z Douglas Fir. a).Deck joists tohave blord"at8'0o.c.. CEILING SHEATHING: StiEATHINGLocanO NAIL SPACING NAIL SPACING AT INTERMEDIA �.�5 ^' CL 3).Fleas.wails,ceilings and raters to be spaced at 16 Inches o.c.unless noted 5)•A minimum d 10 Inch fleshing shad be installed between the building and ledger. NAIL NAIL s,7 PANEL EDGFS SUPPORTS IN THE PANEL FI W Lt1 Otherwise. JOINT DESCRIPTIO SEE NOTES:1,3(BOTH FIELD w✓ Ledger to be festered to buildi g with 112'dia.bobs with washers and nub QTY SPACING 4'EDGE ZONE 8d COMMON 0. Bit COMMON 12.O.C. ^ 4).llydesa otherwise noted.all bearing wad headers fo to(2)2x10#2•BTR Doug.F' BfB needed. GYp 5d COOLER 7.O.C.EDGE NOTE:2 FOR PANEL FIELD / ca x Beside wrap headers to have(2)jack studs and der fug length studs on each aided ell WALLBOARD 1 o O.0 FIEL INTERIOR 20NE ✓!4 COMMON®8"O. 8d COMMON 12'O.C. SEE NOTE:3 V openings.LVL headers lo have(3)jack studs and(2)full lagh studs on each sided 6}.Concrete pia'th°°1x°minimum tG•above grade. WALL SHEATHING: NOTES ~ openings.Bearing well window,aft shag also have(2).window sill dates for 2x4 wag 7J_All)dots to be supported with hangars and anchors.Each Joist shall also be anchored openings between VI and 8'0 and 2x6 wag openings between 5'11 and 8's,Provide fire to Vis). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY and blocking where applicable, OTY. SPACING 8)-Covered Roofs°had be assembled and anchored he Sarin manner as a typical building STRUCTURAL AS PER TABLE 3. i).For wall sheathing within 4 feat of the comers,the 4 foot edge zone attachment requirements shall 5).AN lush bearmulue ders to be Installed with heavy duty gahrinized hangers erd PANELS WFCM-SBC be used. attars where aPptirmlefoahconnedkhg jolsb. PLUMBING NOTES 711troSB COMMON rD.C.EDGE 6).Double up floor joists under wails that run parallel to the f"joist and under bah X AN water supply,drainage and von"fo be installed as per N.Y.S.Residential PLYWOOD � (3.O.C.FIELD 2),Tabulated 7 2 ng a BerlWispacing assumes sheathing Spaattacings sed to stud cad to members with Floors lo have ceramic the installed steal be vertled for Proper Mad capacity unless not dion Code. GYPSUM r O.C.EDGE G>0.49.For training members wan 0.42<G<,to rah spacings shah be reduced a 6 inches o.c, on WALL�ARD 5d COOLER 10"0 FIELD Z).Verify septic system with to Engineer for Suffolk county health Department approval. 3).For exterior parol sitling,gahrinized box nails shall ha permited to tguted for common nays. 7J.Provide blockngNiciginginfloor joists at8'Do.e. Use soldblockngnfloor joists FLOOR SHEATHING: NOTE: -+ under at bearing walls. 3).twat studs,plates or joists we Cut out during installation for any plumbingrelated work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO ERI provide adequate tracing and plates to protect and secure the structure.Verify with the QTY SPACING _ ll.Provide Insulation bafflers at eave vents between rafters.Install draft blocking as state coda and manufacture's recommendation for maxirtxm and hole size aspacing pam STRUCTURAL PANEL COMM 6'o c•EDGE EXISTING CONDITIONS.MINIMUM 3000#CA CI needed. 1'OR lPS3 til O.0 REL HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 1010 MAXI NO ssIBLE AREAS. 94 Uniese otherwise noted,all roofs and wails to have a minimum 112•thick.4-ply Fa 1).Mechanical Subcontractor is responsible for adhearirlg to aI applicable codes and safety NOTES:S: 2).USE ALLSIM1- N HANGERS AND ANCHORS WITH Z-MAX TRIPPLE F A NG T WfTH ACO. CDX exterior sheathing grade plywood.Plywood to rover over plates and headers. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO ShAOKE AIARMS -\t THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 10).Unless olhehNse noted use 314'thick TSG PTS Fir or Advantsch plywood sulpfloor 2).HVAC subcontractor is to fully coordinate all system data alai requirenants with the MENTIONED IN SCHEDULE NOTES ONLY. Freblocdng shag be provided to cut off a1 concealed draft openings adhered with PL400 adhesive and screwed to row Joists.Finished flow to be knstaded equipment Supplier. over sublloor as per manufactures instructions. 1i.Nailing requirements are based e.wag abashing and lo fore an affective Bre hams between storks,and tIn th en a top HVAC subcontractor to provide final system byout drawing and submit ft to the General rind 6"on-center at the panel edge.11 well sheathing Rreblodtlng shall the provided in wood-frame tbrhsblrcti0rl n the folkvN t it 11).AN bathroom wells to have fir thick moisture-resistant sheetrock.Garage wags or odor and owner for Mal review end approval. is naged 3"on-caner at the panel edge to obtain higher ceilings and over furnace to have 5/a"thick type-x sheetroek.Ad other parts d building shear capacities.nagMg requirements for structural 1).In concealed spaces of stud wags and partltors,Including furred ce a(}d,fiodir , to have regular 110 she&trock.At walla to be taped and fnisted. ELECTRICAL NOTES: members shah be doubted,or alternate contract", bevels.Concealed horizontal furred spaces shah also be finehlodked at in 10 (IW7 such as shear plates,shall be used to maintain load path. feet Batts or blankets of mineral or glass fiber shad be allowed as 12).All roof with a pitch less than 4:12 shall be Installed with an Ice 8 Was barrier or 1).All egpniral to be instated as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shag be applied with a Rbarglas base sheet with an EPDM 2).When wag sheathing is continuous over connected tach down type material over 2).All electrical work shall be approved by a qualified Underwriter. members.the tabulated number of nails shad be permitted2).At all interconnections between concealed vertical and horizontal spaces suchbs 1� 13).Ali sill plates and wood in runtaU with conorete ape pressure heated.Sig plates ).nstag Smoke detectors and Carbon Monoxide deteriors thro ghout as per section R31 to be reduced tot-tad nail par foot. drop ceilings and cove ceilings. be installed with a foam sill gasket and cop-r4ex termite,shield or approved equal d N.Y.S.Residential Construction Code. 3).7n concealed spaces batvreen stair stringers at the top and bottom of the run.C-ndososl spaces under stairs stall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes at ducts at calling and floor levet,to resist the free passage of flame and products of mmixistim. 5).For the flreblodcing of chimneys and fireplaces,refer to N.Y.S.Residential Code 3 -108 20 -1 14"" 8 NEW EGRESS WINDOW NEW EGRESS WINDOWo NEW caJJMN W/ TO REMAINUMN 0 Q NEW 26XUX24 � � CONCRETE FOOTINGN U II cel REMOVE EXIST M M � COLUMNSm EXIST/NEW HEADER ASSEM15LY: EXIST STAIR 3 (3nXIO TO REMAIN (1)a'LVL o (2)9X AV STEEL PLATE _ _ = = = = = —r = = _== _ __, �- --—--= ---=-=--===----=------==== i I I AMR ' ♦ } L----J .J a) z EXIST EJECTOR J a LINE OF EXIST DRAWL EXIST PIT TO REMAIN SPADE FOUNDATION WALL. T-1-116BASEMENT � cT-1-116 PORTION TO BE cc DEMOLISt-tEP & EXCAVATED i� �I r Ln i ----------------------------------------------------- ------------------------------------------------------- ExlSr HEADER ASSEMPLY: c M l3nX�0 �` � �_ � J` MVV / TTT--- ♦..i ` �� � � /4 STEEL PLATE I I II I I I 1 ' 0 - - - - - - - - - - - - - - - - - - - - -r. t -- - - - I, -r - - - - - - - L____J L____J I I REMOVE EXIST o NEW COLUMIN W/ --J COLUMNS V) a NEW UXU)UA GON(iRETE FOOTING - NEW CaWN W/ m ca _ i NEW 2(X202 ------------------------------------------------------ ---moi i CaVRETE FOOTING LINE OF NEW CRAWL SPACE i i NEW FOUNDATION WALL =-_ - ----------------------- - }, - --------- -------- -- II I W II , 7'-8" I I10'-9" VJ II , EXIST HEADER/ GONG EXIST BLOCK COLUMNS CRAWL I I i EXIST --- 1I Q�R0 a a c � r N U N C; Lh r m EXIST UP DEN Y _ O EXIST J 0 Z LIVING RM >C Ln A � Y 0 `V M r -- _- v L O C> _O LL z �-+ m DATH3 �J�W KITGHKIT H � EXIST LAYaf r^ fEDROOM 33 EXIST DINING � ), +� ter- 1.� CD - ``\CFESS\O P� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS To ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (V Q KING STUDS i 0 RAFTER WALL STUD r ENDWALLCRIPPLE STUD BOTTOM PLATE N U RIDGE BATHTUB co 04 HEADER DOUBLE JOIST Ob Eh H C; A * Z SOEWALL RAFTER JACK STUDS 7 ALJ m FL N APPLICATION O I DE 1ST ADS5 HOLDANCHOR CTO FOUNNECTDATION ATION E ANCHOF OR CORNERS ANCHOR TO FOUNDATOH W/ANCHOR BOLTS GATX/SPA TUBS TO RAVE A DOUBLE FLOOR JOISTS LAIDEN FOR ADDED SUPPORT CONNECT TO 1 SDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP Rom-BER OESCRWTON APPLICATION RAFTER SRE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. AOSS HOLD DOWN BOTH SOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTAt2 1-114'x12 20ga STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1!4'x44'20gA.STRAP APPLY OVER RDGE TO EACH RAFTS 2x6-9t8 L 18y�.ELOPE FLANGE APR.Y TO EACH gAFTFA LEDGER JOIST DIRECTION WITH(2)JOISTS.LARDER WALL. ANCHOR PLATES OF 1ST.FLOOR CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD OPENINGS RT3 OR R77 Tl'DOVVIJ ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 10 )age.SLOPE FIANGER APPLY TO EACH RAFTER I LED BLOCI�NG E24'OC Y WALL STU / VENTS SELECTEEOIAUST 0 Ll VENTS SELECTED AND EXHAUST LOCATED BY CONTRACTOR METAL STRAPJv CRICKET AT TOPSIDE Oi VENTILATION CHANNEL RDA BOARD CHIMNEY RAFTER AS REGUIFED 141) Z SILL PLATE(S) WALL SHEATHING RAFTEAA VENTILATION � � @ • ' ' SIDEWALLFLJSIIDNG BLOCKING WOOD JOIST Nn a FOUNDATION •' _ _ _ TOP PLATE 2X4 LEDGER BIOCONG -' -- -- FTNDN WALL AND MOISTURE 7 STAPPIMS TO BE ATTACHED TO WALL STUDS 64rOC BARRIER TO IAP FLASHING ATTIC SMALL BE PROVIDED W2:+Shu JOIST C AND ALL WINDOW/DOOR OPENING JAG(STU09 AT WALL--MAINTAIN GAP MINII4M NET FREE VENTILAAREA - - (6 FLOOR JOIST DE USP N DESCRIPTDN APPLICATION BETWEEN WALL FINISH AND WALL STUD NOT LESS TKAM V 150 OF THEGUTTER WOOD GIRDER >! ROOFING TO AVOID SOAKING Lo INST L 4'C O.C. // THE SPACE VENTILATED.ALLON'RM.SCREENED VENT 4'-b• LSTA24 1-1f4'OQC 2096.STRAP AND JACK STUDS J SHALL BE COVERED WITH COfJ7NTIN.SOFFIT/EM Pl,YW00D LL"I ON ALL OPENINGS / PROVIDE HEMMED EDGE AT 11E58TMT METH.MESH WITH !� Y FLASHING TO FORM CHANNEL NEL OPENINGS OF 44INCH IN DIMENSION. A INSTALL 4'0'O.C. AND SO A3 TO(MAINTAIN AIR LOCATION tISP NUMBER DESCRIPTION APPLlCAnON SOFFItED SAYE � BHIBIIB a'-1{' LSTA30 1-7145Gi0'Rage.STRAP AND JACK STUDS CONNECT TO ++ ON/LLA OP'EMNOS �• GAP TO PREVENT CAPILLARY {'•CRAFTER RT10 1D314'x 1 Bge.TYDOVM ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ACTION ROOF VENTILATION/ OVER BEARIIIGWALLS AND IEAOERG @ NSTALL 4TP OJ:, lY CONNECT TO m 14•-16' LSTA36 1-114'X96'toga STRAP AND JACK STUDS 8'-1T RAFTER RT20 21-UB'x20pe.TYDOWNANCHOR EACH RAFTER SOFFITED EAvE DETAIL O cC ON ALL OPENINGS KEEP ROOFING MADS OUT 7 G OF FLASHING 2ND.FLOOR WALL ROOFING LAPS BASE FLASHING♦INCHESRAFTER \ BASE FLASHING.WRAPS CORNERS. RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIALNAILED TO SHEATHING ASROOFING I / SIDES 4 DKJ ES AND LAPS \ THROUGH T TwtdJG11 VENTSHINGLES AT BASE M .4 INDIES IN WOOD JOIST HEADER �/� � U) TOP PLATE SIDE UJALL FLASHING GRDEFMODJOIScs 1ST.FLOOR WALL STAPPING TO BE ATTALHEDTO WALL STUDS B4B"OC WOODJOIBT � O AND ALL WINDOW/DOOR OPENING.TACK STUDS METAL FLASHING AT ALL EAVES•SID60ALLS, WALL STUD }+ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES 50 RAFTERS/ INSTALL Or 0. A5 TO FORM DRAINAGE CHANNELS AND {'-B' LSTA36 1•L4-aW i STRAP AND JACK STUDS �"ENT C ._49Y'CTS PRE-MMAOFACTURED g� LCICATDN USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING MIN.1-L2" ALLTOTSTS CONNECTED TO A FLUSH READER TO AL SUPPORTED WITH Q O ON ALL OPE COMmuI EACH RIDGE VENT FOLDS Z INSTALL 4'0'O.C. RAFTER/PLATE RTAS TYDOWN ANCHOR fLAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. C-1C MSTA18 I-1/17148'169a STRAP AND JACK STUDS CONNECT OVER or CONFORM TO SLOPE AIR PASSAGE ff ABLE.SET FIR JOISTS AR NKAOX.E.9 HIGHEREDUCE THAN LYL HEADERS @ ON ALL CICO'OPENS PLATEM'ALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD CO ROOF TD ALLOW FOIL 4NRDIKAGE.!REWCE BIAMP OUTS c DBL.SILL PLATE C TERMITE SHIELD a1ePLO0R SILL GASKET _ IIIOOC JOISTS NEOPRENE _ - TYP CONC.FOUNDATION L n` CSC.SAB Vy GASKET - { 2xi/D.6 CONTINUOUS WOOD PLATE B ANL.POLY BOLTED TO STEEL.SEAM WITH DAMPPROOF EXTERIOR GRANULAR FILL I IM DIA. BOLTS•4S'—STAG. aM0..POLY ON EXTERIOR - 4'A STEEL COW MN •e x ^ 'a I 'a ' I l ROOF JACK 4`� STEEL BEAM CONC.SLAB 'a - �• n 4 • v V I COMPACT FILL N ROOFING LAPS ✓ TOP L _ AND BOTTOMOM PLATL ° A FLASHING AT WIN 112'X 0'ANCHOR DOLT KEYWAY FOOTING IY ^ 3 CUSE'a 5 CONC.FTG.—i'� •'�'0 a WITH 3x3 SQUARE WASHERS AND D TOP ANCHOR BOLT CONNECTION V2"GRCU'f "•° (USP LSPSSB OR SP6B31 p >] REINFORCING BAR FOUNDAT 51B•DIA.ANCHOR SOL - __ 3'D ERL COLUMN DRAIN lr�= - P ANCHOR BOLT CONNECTION U IN MAXIMLIM SPACINGFLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRA PACE OR FOUN T N 1 STORY 1!OC TYPICAL CONC.FOUNDATION.APPLY PILASTERS SRl PLATE TO FOUNDATION 2 STORIES 3B OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24724'X12'CONC.FTG. -O 1 `- f- .4:- WALL BOTTOM PLATE TO FOUNM OM� 11-2 STORIES sT oc ROOF JACKS t VELARS DETAIL „\ r11 CONC.SLAB OODR FRMS n 6xa 1alowwM COMPACT FILL USE 2x9 �+ +I FOR SLOCKOUT L� 1 BEAM 4'BLAB SLOPE P.T.PLATE �. W/&x6 0A'IM. � W //. 0 ` T A'DRIV®IIAY clNO7 T5T F • 1/2'AW SPACE AT END AND \ • .• _ q-C'e DES OF WOOD .° ° n 'Da�•,�'vn;'"'v-- BEAM / • ° •v (PROVIDE ALSCJEDI ° aXBWWMe 12' s %)RELOOK MANOTCH BEAM FOR MUDSILL IF REQUIRED- MAXI UM IN. _ a REINFORCING BAR REINFORCING BAR NOTCH EQUALS f/4 DEPTH OF BEAM ' ° a•a. > • l-I DRAIN TILE i� eJ ,• SHEET METAL/30e FELT DOSTEEL BEAM ER BEAM AT POINT ° DIST 12' lL^ e •'e oc coNrACT wmN CONCRETE oa coNc.BLOCK 3. MONOLITHIC CONC MOLITNTL FOUNDATION.R@NTORCE WITH(2)-{RE11ioHYIIY.BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS sHm4s TO LEVEL BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH 12)•4 REINFORCING BARS. 3'MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR IBLOCKOUT BEAM POCKET