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29457-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N-Y. CERTIFICATE OF OCCUPANCY NO: Z-30343 Date= 04/30/04 THIS CERTIFIES that the building NEW BUILDING Location of Property= 74500 MAIN RD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 46 Block 1 Lot 2 .3 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 21, 2003 pursuant to which Building Permit No. 29457-Z dated JUNE 2, 2003 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 NEW RETAIL BUILDING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5114 DATED 5/16/02 . The certificate is issued to RIVERHEAD BUILDING SUPPLY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0015 02/20/04 ELECTRICAL CERTIFICATE NO. 1127627 02/12/04 PLUMBERS CERTIFICATION DATED 02/18/04 H-ARTCORN PLUMBING & HEAT AkEhorized S gnature Rev. 1/81 FORM NO . 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29457 Z Date JUNE 2 , 2003 Permission is hereby granted to: RIVERHEAD BUILDING 1295 PULASKI ST RIVERHEAD,NY 11901 for DEMO OF EXISTING BUILDINGS L CONSTRUCTION OF A NEW RETAIL BUILDING AS APPLIED FOR AND TO THE CONDITIONS OF PLANNING AND ZBA at premises located at 74500 MAIN RD GREENPORT County Tax Map No. 473889 Section 046 Block 0001 Lot No_ 002 . 003 pursuant to application dated MAY 21 , 2003 and approved by the Building Inspector to expire on DECEMBER 2 , 2004 . Fee $ 6, 542 . 60 Author zed Sigrvgrture ORIGINAL Rev. 5/8/02 1 Form No.6 TORN OFSOUTHOLD BUILDING DEPARTMENT TORN 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: I. 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 I% 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: I. 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$25.00,,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00, 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_ �T�g �_� q, New Construction: '� Old or Pre-existing Building: (check one) Location of Property: -1 q 50 D /'I/�OY4 -)4y - � �'r�✓Z�Dgj f f House No..�� f Street Hamlet C Owner or Owners of Property: K i - r d6 W' Suffolk County Tax Map No 1000, Section Block Lot 0, 3 Subdivision , rr `J�I7 Filed Map. Lot: r� `t Permit No_ of 9 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate_ \ Final Certificate: (check one) Fee Submitted: $ ®, 0,YJ Applicant Signature Form No-6 TOWN OF SOUTHOLD BUH DING DEPARTMENT TO«N BALL 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 19,; 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 sur,ey 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$25.00.-'.dditions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, 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. - 3 a`C y New Construction: Old or Pre-existing Building:_ (check one) Location of Property: 4!5c)C) ( ✓U(,! �Y —� r �tij r House No. ff - /I Street Hamlet Owner or Owners of Property: ��i .)�.' 1 j0f)uug j(+L Suffolk County Tax Map No 1000, Section Block 1 Lot �. 3 Subdivision Filed Map. Lot: Pennit No_ `i �� Date of Permit. Applicant: Health Dept. Approval: Undenvriters Approval: Planning Board Approval: Request for: Temporary Certificate _Final Certificate: (check one) Fee Submitted: $ �ia)U�lu, tom//mo i 7 Applicant Signature rJ�rJ>�f�?nr I?nraCPr�rJp rJ�rJ@P�PrJ �r�rJIPc Car?JQRPLrJPLPrJrrJRfrJ@PrJ@Pr�fr?nrJ�rJ@PrJ�rJ��PrJ�rJ�rJ��PcPrJ�rJ��PP BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 r7 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 POLLARI ELECTRIC INC. 'RIVERHEAD BUILDING SUPPLY r 5 484 SUNRISE HIGHWAY 74500 ROUTE 25 MAIN STREET 5 5 W BABYLON, NY 11704, REENPORT, NY 11944 Located at 74500 ROUTE 25 MAIN STREET GREENPORT, NY 11944 5 5 5 Application Number: 1127627 Certificate Number: 1127627 5 Section: Block: Lot: Building Permit: BDC: NS37 rS 7c Described as a Residential occupancy,wherein the premises electrical system consisting of 7� electrical devices and wiring,described below, located in/on the premises at: 5 First Floor, Outside, 5 was inspected in accordance with the NationEFlIectrical Code ❑dthe de i f the installation,as set forth below,was 5C r5j found to be in compliance therewith on the �-n Day of February, �b�. 5 5 Naznz 011, Rate Ratino Circuit Tvoe Service ,�illl 5 3 Phase 4W Senice Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 5 5 n 5 5 5 5 5 5 5 5 101 seal 5 5 1 of 1 7� C,7This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5757507r�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ@P[PrJ@PrJ�rJ�r 11 211 19011-1 1 !1 UrJ�r�r�r�-J�-JarJ�rJ�rJ�rJ11111111111 �rJErJ�[Pry[P[PrJ�[P[P[PrJ�rJ�rJ�rJ�[PrlarJ�rJ�cPrJ�rJ�[P[PrJ� FINErnrs��r�r��rir�r�r�r�rs�rsr��rsrnr�r�r�rs�rsr�rr�rs��r� r�r�r��n��r��r��r�rsrsrsrsr��� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS ON BUREAU OF ELECTRICITY Pj 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 POLLARI ELECTRIC INC. *RIVERHEAD BUILDING SUPPLY#1 C� 5 484 SUNRISE HIGHWAY 74500 ROUTE 25 MAIN ST 5 5 W. BABYLON, NY 11704, GREENPORT, NY 11944 5 5 Located at 74500 ROUTE 25 MAIN ST GREENPORT, NY 11944 5 5 Application Number: 1124815 Certificate Number: 1124815 5 Section: Block: Lot: Building Permit: BDC: NS37 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring,described below, located in/on the premises at: 5 5 First Floor, Outside, f5'G 5 5 5 was inspected in accordance with the Nation ectrical Code aq�{ the de i f the installation, as set forth below,was 5 5 p qR tee ruary, �b�. 5 5 found to be in compliance therewith on the Day of 5 5 5 Name - QTY Rate Rating Circuit Type Miscellaneous ��illl 5 2-"F"blowers(hand dryers) 5 5 Alarm and Emergency Equipment 5 5 Emergency Light 5 0 5 5 Exit Light 6 0 5 5 Appliances and Accessories Furnace 4 0 Gas ? 5 Air Conditioner 2 0 60 Amps f5 5 Nater Heater 1 0 4.7 KW I 5 Panels 5 5 1 100 22 5 5 1 200 27 5 f55 Wiring and Devices rj G' Receptacle 72 0 General Purpose 5 5 Switch 22 0 General Purpose Fixture 6 0 Incandescent 5 5 Fixture 67 0 Commercial seal 5 Lighting track 240 0 FT Continued on Next Paee 1 of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 C rJ�rJ�rJrPrJ�rJ�rJ�rJ�rPrJ�cPcPcPrJ�rJ�rJ�rlcPrJ�r21111rJ1rJ�r11 :1�rJ�rJ1 ParL3PLrJ'rJ'rJPr Prr Prr Prr Prr Prr Prr fffl r�PrJrJrJrJ�rJr1�rJrnrnrJrJrJ11frnr�tJJrJ�rJrJrJ�r�rJrJr�r�rPrJcnr�Pr�r�cfrJ�rnr�rPi�Pr�r�rJ�fr1r�rJ�rJr��nrnrPrncnrnr�PrJfaP 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 55 BUREAU OF ELECTRICITY 55 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT e5 Upon the application of upon premises owned by 5 POLLARI ELECTRIC INC. ` RIVERHEAD BUILDING SUPPLY#1 r�r+ 5 484 SUNRISE HIGHWAY 74500 ROUTE 25 MAIN ST 5 W. BABYLON, NY 11704, GREENPORT, NY 11944 5 5 Located at 74500 ROUTE 25 MAIN ST GREENPORT, NY 11944 5 Application Number: 1124815 Certificate Number: 1124815 CS t5 Section: Block: Lot: Building Permit: BDC: NS37 5 Described as a Commercial occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Outside, 5 5 5 C5J was inspected in accordance with the National ectrical Code aMthe det��ib f the installation, as set forth below,was 5 rj found to be in compliance therewith on the Day of e ruary, 5 Name QTY Rate Rating Circuit 13W 5 5 Lighting track(head) 64 0 5 Disconnect 2 0 60 atup Air Conditioner 5 Disconnect 1 0 30 amp Appliance 5 Receptacle 3 0 GFCI fj 5 5 5 5 5 5 5 5 5 seal 5 5 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o :��iiiIii�����mus����mo of Em �������s������������ a PLANNING BOARD MEMBERS ��gUFFO(�-c JERILYN B.WOODHOUSE �0 ��/ P.O. Box 1179 Char C Town Hall, 53095 State Route 25 WILLIAM J. CIO Southold, New Fork 11971-0959 RICHARD CREMEVOS U, T Telephone (631) 565-1938 KENNETEDWARD G Fax(631) 765-3136 N'LAR.T N H SIDOR. S - yif/O® .#�O.U' 3 20104 rYL PLANNING;BOARD OFFICE - TOWN OF SOUTHOLD July 30, 200 ' Mr. Jerome Petrocelli J. Petrocelli Contracting, Inc. 100 Commack Street Ronkonkoma, N.Y. 11779 Re: Site Inspection of Riverhead Building Supply 74500 Route 25, Main Street Greenport, NY SCTM# 1000-46-1-l-&2.1 Dear Mr. Petrocelli, This is to inform you that our staff performed a site inspection on July 23, 2004 of the site plan approved on June 24, 2002. In reference to the above, this is to inform you that the site plan requirements have been satisfied. This letter does not condone any changes from the approved site plan and approvals from other agencies if required. If there are any questions you can contact Bruno Semon at (6j 1) 765-1938 x5019 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, / eril�dhouse Southold Town Planning Chair CC:file Building Department FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMEPT Office of the Building Inspector Town Hall Southold, N.Y. TEMPORARY CERTIFICATE OF OCCUPANCY No: Z-30043 Date: 02/24/04 THIS CERTIFIES that the building NEW BUILDING Location of Property: 74500 MAIN RD GREEITPORT (HOUSE NO. ) (STREET) (H.%14LET) County Tax Map No_ 473889 Section 46 Block 1 Lot 2 .3 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 21, 2003 pursuant to which Building Permit No_ 29457-Z dated JUNE 2, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupanc_7 for which this certificate is issued is RETAIL BUILDING PER ZEA #5114 DATED 5/16/02 . TEMPORARY C/O ISSUED FOR I60 DAYS UNTIL DEMOLITION OF OLD OFFICE BUILDING IS COMPLETED AND SITE PLr•27 REQUIREMENTS HAVE BEEN MET AND APPROVED BY THE PLANNING BOARD. * The certificate is issued to RIVERHE_AD BUILDING SUPPLY CORP (OWNER) of the aforesaid building_ SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0015 02/20/04 ELECTRICAL CERTIFICATE NO. 1127627 02/12/04 PLUMBERS CERTIFICATION DATED 02/18/04 HARTCORN PLUMBING & HEAT * This Temporary Certificate of Occupa e on ri1 24, 2004. Authorized Signature Rev. 1/81 FORM ISO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. TEMPORARY CERTIFICATE OF OCCUPANCY No: Z-30161 Date: 04/30/04 THIS CERTIFIES that the building NEW BUILDING Location of Property: 74500 MAIN RD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 46 Block 1 Lot 2.3 Subdivision Filed Map No. Lot No. conforms substantiall_r to the Application for Building Permit heretofore filed in this office dated MAY 21, 2003 pursuant to which Building Permit No. 29457-Z dated JUNE 2, 2003 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 RETAIL BUILDING PER ZEA #5114 DATED 5/16/02 . TEMPORARY C/O ISSUED FOR 30 DAYS UNTIL DEMOLITION OF OLD OFFICE BUILDING IS COMPLETED AND SITE PLAN REQUIREMENTS HAVE BEEN MET AND APPROVED BY THE PLANNING BOARD.* The certificate is issued to RIVERHEAD BUILDING SUPPLY CORP (OWNER) of the aforesaid building_ SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0015 02/20/04 ELECTRICAL CERTIFICATE NO. 1127627 02/12/04 PLUMBERS CERTIFICATION DATED 02/18/04 HARTCORN PLUMBING L HEAT *This Temporary Certificate of Occupancy expires on May/ 28, 2004 V1,uthorizerd Signature Rev. 1/81 1 'Z_ ! Form No.B - TOWN OF S.06THOLD BUILDING DEP[4�I.2 MMNI TOWN FLA. L tij f 8 M4765-1862 APPJ ICATTON FOR CERTIFICATE OF OCCUPAN ----moi 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, o rwater supply and se*erage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Und6 writcrs. 4. Swam statement from plumber certifying that the solder used in system conmius 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 csistina buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-exisring"land uses: 1. Accurate survey of property showing all property lines, streets.building and unusual natural or topographic features. Z A properly completed application and consent to inspect signed by the applicant. If a Certificare of Occupancy is denied, the Building-inspector shall state the reasons thcrerer in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations ro dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00,Businesses 550.00_ 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy o f Certificate o r Occupancy- 25 4_ Updated Certificate of Occupancy- $50.00 5. Temporary Ceniticate of occupancy-Residential $15.00, Commercial$15.00 Date. 67— -12 —641 New Construction: Old or Prc-existing Building: (check one) Location of Property: 7 '15-00 /(olJ% 57-IFLe-7 House No. Street I-Limlet Owner or Owners of Property: a `JQry t Suffolk County Tax Map No 1000, Section Y739a7 - 0'16 Block 0001 Lot ooc0 ' aG3 Subdivision Filed Map. Lot_ Permit No. q5-7 " 1Jatc of Permit. C-6 -c 2- -C-\3 AppLic:mt: . Health Dept.Approval: underwriters Approval: Pluming Board Approval: Request for: Temporary CenifieateV/ __Final Certificate: (check ooc) Fuc Submitted: S i 5 l`S) i ! � L('1(� IL � Lr•applicant Signarare 100/100 d nein aDa icarvur --• — --- - r HARTCORN PLUMBING & HEATING, INC_, FEB 2 94 Transmittal Letter To: Town of Southold Fire Prevention Attention: Robert Fisher Project: Riverhead Building Materials- 74.500 Main Road, Greenport Project Number: E-Mail Address: Date: 2/11/04 Sending herewith: ❑ Drawnngs/Disks ❑ Plans ❑ Shop drawings ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Contracts ® Other Transmitted as noted: ❑ For Approval ❑ For Your Use ❑ Returned with Corrections ®As requested ❑For review and comment ❑Bids Due: ❑ Submit copies for distribution Description: Bob, Enclosed is a copy of the aboveground and underground test certificate as per your request. Also enclosed is a copy of our fire sprinkler inspection sheet for your review. Call with any questions. Comments: Beim sent via: ® Mail ❑Messenger ❑Fed Express A 0 E-Nfail Copyto: Signcd:✓Ytck .caT&01 m 850 SOUTH 2 N STREET,RONKONKOIWA, N.Y. 11779 * PHONE 631-580-2300 * FAX 631-580-1090 H-ARTGORU PLUMBING &` HEATING INC. 850 S. SECOND STREET, RONKONKOMA, N.Y. 11779 PHONE 631-580-2300* FAX 631.580.1090 SYSTEM ACCEPTANCE - - - n 2U4A Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work inspection and tests dial be made by the cordrsrmr's represenafive and writrhesed-by an owner's representative_ All defects shall be corrected and system left In service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both repmsentatives. Copies shall be prepared for approving authorifies,owners.and contractor_ It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material.poor worknrdnship.or failure ta comply with approving authority's requirements or local ordinances. PROPERTY NAME �� J DATE � %0 PROPERTYADDRESS '71"'00 dy� Gii_ /,// �r d ACCEPTED BYAPPROVW AUTHORITirsi L3) �iGr1F_J d J /1_ KJ. ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ,�I YES ❑ NO EQUIPMENT USED IS APPROVED YES ❑ NO IF NO.EXPLAIN DEVIATIONS HAS PERSON W CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS YES ❑ NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMEPM IF NO.EXPLAIN INSTRUCTIONS HAVE COPIES OFTHE FOLLOWING BEEN LEFT ON THE PREMISES: &L YES ❑ NO t. SYSTEM COMPONENTS INSTRUCTIONS YES ❑ NO 2- CARE AND MAINTENANCE INSTRUCTIONS YES ❑ NO 3. NFPA25 ❑ YES ® NO LOCATION SUPPLIES BUILDINGS OF SYSTEM YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE 5 OUANTJTY RATING S SPRINKLERS 'r- PIPE AND Type of Pipe FITTINGS Type of Fittings r r c- ALARMMAXIMUM TIME TO OPERATE VALVE ALARM DEI,TCE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MPQEIL MIN. I SEC. INDICATOR / -c DRY VALVE E MODEL SERIAL NO_ MODEL SERIAL NO. DRY PIPE TIME TO TRIP TIMEWATER ALARM OPERATING THROUGH TEST WATER TRIP POINT REACHED OPERATED TEST CONNECTION- PRESSU PRESSU AIR PRESSURE TEST OUTLET' PROPERLY MIN. SEC. SI PSI MIN. SEC_ YES NO Without 0-0-DD .Wi IF NO.EXPLAIN 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. T' `-OOES VALVE OPERATE FROM`THE-MANUALTR(PANDIOR REMOTE - ❑ YES Lj NO- . CONTROLSTATIONSDEL - PREACTION - THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT IFNO,EXPLAIN EA VALVESG' ❑ YES ❑ NO a t21 CIRCUIT OPERATE I DQs&mx6iCIRWff MAKIMUM TIMETO MAKE MODEL SUPERVI SS ALARM ERATE VALVE RELEASE I OPERATE RELEASE YES YES NO MIN. I SEC. LOCATIO E& SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE PRESSURE & MODEL FLOWING) REDUCING INLET(PSI) Ol1TLETlpsp INLET(p51SQ1 FLOW(GPM) - VALV HYDROSTATIC: Hydnutafib teSts shall be made al rat lea than 200 W(13.6 bard For two hours a SO psi(34 bars) above static pressure in estass of ISO psi(102 bars)for two hours_ D0lerendal dry-ipe valve clappers shad be left TEST open during test a prevent damage. AN aboveground opbV leakage shad be sapped . DESCRIPTION PNEUMATIC: Establish 40 psi(27 bars)air pressure and measure drop,which shall rat eccead 1-12 psi(0-1 barsl In 24 hours. Test pressure inks atnamW water level andar pressure and measaa air prasaae dmp,which shah rat exceed 1-12 psi(0.1 bars)In 24 hours. sl ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR —HRS I IF NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ YES J29 No AIA., r EQUIPMENT OPERATES PROPERLY � YES CD NO D J J DO YOU CERTIFYAS THE SPRINKLER CONTRACMRTHATA13DMVES AND CORROSIVE C MICALS. SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,BRINE.OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? YES ❑ NO DRAIN READINGOFGAGELOCATEDN WATERRESIDUAL PRESSUREWITH VALVE TEST TESTS TEST SUPPLY TEST CONNECTION: PSI IN CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD W CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MAOETO SPRINKLER PIPING. VERIFIED BY COPY OFTHE U FORM NO.8513 YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER ER OF UNDER- GROUND SPRINKLER PIPING .[�,YES ❑ NO 1 IF POWDER DRIVEN FASTENERS ARE USED IN ❑ YES 92!�.NO IF NO,EXPLAIN i j CONCRETE HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? BLANKTESTING NUMBER�GSEQ LOCATIONS NUMBER REMOVED GASKETS ltV/�+(J`� WELDED PIPING -YES ❑ NO IFYES... DO YOU CERTIFYAS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OFAT LEAST OYES ❑ NO AWS 0109,LEVELAR-37 WELDING DO YOU CERTIFY THATTHE WELDING WAS PERFORMED BY WELDERS QUALIFIED W COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST YES ❑ NO AWS 0109.LEVELAR-37 DO YOU CERTIFYTHAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE �} THAT ALL DISCS ARE RETRIEVED.THAT OPENINGS IN PIPING ARE L.T YES ❑ NO SMOOTH.THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, ANDTHATTHE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUTS I DO YOU CERTIFY TRATYOU HAVE A CONTROL FEATURE TO [25.YES ❑ NO (DISCS) I ENSURE THAT ALL CUTOUTS(DISCS ARE RETRIEVED? HYDRAULIC NAMEPLATE PROVIDED IF NO,EOLPLAIN DATA YES O NO NAMEPLATE REMARKS l DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN= a OF 5 RINKLER CON CTOR 4' - , SIGNATURES WrTHESSED BY - (�-r r a FOR PROPERTY OWNER(SIGNED) TITLE DATE FORSP RC T� f ADDITIONAL EXPLANATION AND NO HARTCORN PLUMBING & HEATING INC. 850 S. SECOND STREET, RONKONKOMA, N.Y. 11779 PHONE 631.580-2300*FAX 631-580-1090 Contractor's Material and Test Certificate for underground Piping PROCEDURE Upon completion of work,inspection and reals shall be Trade by the coruractor's representative and witnessed by en owners representative.All defects shall be corrected and system left in service before contractors personnel finally leave the job. A certificate shall be filled out and signed by both repreeentatives. Copies shelf be prepared for approving authorities.owners.and contractor. it is understood the owners representative's signature in rc way Prejudices any claim against contractor forfaWty material,poor r MVALVES comply with apprevfng aulhonty's regrdremen r IoW ordinances.. JI _J ®TED BY APPROVING AUTHORITIES(NAM ) /1 70 jQ�iffl dSSTLATION CONFORMS TO ACCEPTED PLANS YES NO MENT USED IS APPROVED �.YES �; NO STATE DEVIATIONS ERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS l�, YES NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN INSTRUCTIONS - YES = NO HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND ZI MAINTENANCE CHARTS BEEN LEFT ON PREMISES? IF NO,EXPLAIN LOCATION SUPPLIES BUILDINGS *STANDARD U r PIPE TYPES AND CLASS PEJ T i PIPECONFORMSTO ES NO FITTINGS CONFORM TOSTANDARD YES NO UNDERGROUND IF NO,EXPLAIN PIPES AND JOINTS JOINTS NEEDING ANCHORAGE CLAMPED,STRAPPED,OR BLOCKED IN 25,YES NO ACCORDANOE WITH STANDARD IF NO,EXPLAIN FLUSHING: Flow the required rate until water is dear as indicated by no collection of foreign material lo burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 390 GPM(1476 Umin)for 4-inch pipe.680 GPM (3331 Umin)far 6-inch pipe,1560 GPM(5905 Umin)for 8-inch pipe,2440 GPM(9235 Umin)for 10-inch pipe.and 3520 GPM(13323 Umin)for 12-inch pipe. When supply cannot produce stipulated flow rates,obtain maximum available. HYDROSTATIC Hydrostatic tests shall be made at not less than 2DD psi(139 bars)for two hours or 50 psi(3 4 bars) TEST above static pressure in excess of 150 psi(103 bars)for two hours. DESCRIPTION LEAI(AGE: New pipe laid with rubber gasketed joints shall,if the workmanship is satisfactory,have little or no leakage at the joints-The amount of leakage at His joints shag not exceed 2 qts.per hr.(1.89 Uh)per 100 joints irrespective of pipe diameter. The leakage shall be distributed over aff lants. If such leakage ocours at a few joints the installation shall be considered unsatisfactory and necessary repairs made. The amount of allowable leakage specified above may be increased by 1 fl,oz per in.valve diameter per hr.(30 mL25 mMh)for each metal seated valve isowling me lest section. If dry barrel hydrants are tested with the main valve open,so the hydrants are under pressure,an additional 5 oz Per minute(150 mLtmin)leakage is permitted for each hydrant. NEW UVDERGROUND PIPING FLUSHED ACCORDING TO Al Fp OYES NO STANDARD BY(COMPANY) IF NO,EXPLAIN HOW FLUSHING FLOW WAS OBTAINED THROUGH WHATTYPE OPENING FLUSHING ERZUBLICWATEFI =TANK OR RESERVOIR =FIRE PUMP =HYDRANT BUTT "OPEN PIPE TESTS �l YES = NO LEAD-INS FLUSHED ACCORDING TO _STANDARD BY(COMPANY) 'f._l IF NO,EXPLAIN HOW FLUSHING FLOW WAS OBTAINED THROUGH WHAT TYPE OPENING UBLIC WATER =TANK OR RESERVOIR =FIRE PUMP =Y CONN.TO FLANGE p OPEN PIPE S SPIGOT SYSTEM ACCEPTANCE 13-67 HYDROSTATIC ALL NEW UNDERGROUND PIPING HYDROSTATICALLY TESTED AT JOINTS COVERED TEST ® PSI FOR HOURS XL YES ❑ NO TOTAL AMQ,QNT OF LEAKAGE MEASURED LEAKAGE ~ GALS. HOURS TEST ALLOWA AKAGE GALS. HOURS NUMBER INSTALLED TYP ND MZKE ALL OPERATE SATISFACTORILY HYOAANT5L YES ❑ NO WATER CONTROL VALVES LEFT WIDE OPEN YES ❑ NO _CONT:-CL IF NO,STATE REASON VALVES HOSE THREADS OF FIRE DEPARTMENT CONNECTIONS AND HYDRANTS ❑ YES ❑ NO NTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARM DATE LEFT IN SERVICE / fE REMARKS (/ NAME OF INSTALLING CONTRACTOR J N SIGNATURES TESTS WITNESSED BY FOR PROPERTY OWNER(SIGNED) TITLE I DATE FOR INSTALLIN A R, D) TIT ADDITIONAL EXPLANATION AND NOTES APP)~ALS BOARD MEMBERS BUFFO( r ;! LL i SQiUhold Town Hall Gerard P. Goehringer, Chairman __ 3309J Nlain Road --- Lydia A. Tortora y f ROJ Box 1179 George Horning 'SoltOld-Plely York 11971-0959 Ruth D. Oliva y �� ZBA Fax (631) 765-9064 Vincent Orlando HCl # �� Telephone (631) 765-1809 http:/'/southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 16, 2002 Appl. No. 5114 - RIVERHEAD BUILDING SUPPLY Property Location: 74500 Main Road, Greenport; 46.-1-2.1 and 1 Date of Public Hearing: May 16, 2002 BASIS OF APPEAL: Building Inspector's Notice of Disapproval dated February 20, 2002, denying a permit to (a) construct and locate a new building (No.1) with more than 60 linear feet of frontage on one street, (b) construct and locate a new building (No.2) with more than 60 linear feet of frontage on one street, ref. Section 100-133C, and (c) to construct and locate off street parking at less than the required 50 foot minimum to the street and lot lines pursuant to Section 100-131C (9). AREA VARIANCE REQUESTED:. Applicant is requesting the board to reverse the building inspector's determination that a variance is required for the proposed 115-foot width of building No. 1 because under prior Appeal No. 4547, dated June 23, 1998, the board granted a variance to construct a 115-foot wide building in almost the identical location. Applicant is requesting the board to reverse the building inspector's determination that a variance is required for the proposed 91-foot width of building No. 2 because the building does not have frontage on a street, and is located behind building No. 1 more than 300 feet from the Main Road. Applicant is also requesting the board the lift the condition imposed under prior Appeal No 4527, dated June 23, 1998 with respect to off street parking and loading, or the reverse the building inspector's determination. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 16, 2002 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: 1. (PROPERTY FACTS) The subject property consists of a total of 5.9 acres and is located on the south side of Main Road in Greenport. The property is zoned LIO (Light Industrial Office) and is located in a neighborhood that is commercially developed. The site plan, prepared by Donald Alan Denis, Architect, dated August 21, 2001, last amended December 18, 2001, shows plans to demolish the existing building and construct a 14,100 sq. ft. retail/office warehouse with a width of 115 feet facing the Main Road. This building, No. 1 would be set back 110 feet from the Main Road, with customer parking in front of the building and a 25-foot buffer zone between the parking area and the Main Road. Building No. 2 is proposed for the drive-through operation of the lumber yard. It is 23,660 sq. ft. with a proposed width of 91 feet. Building No. 2 is located 70 feet behind building No 1 and more than 300 feet from the Main Road. The site plan also shows a 5,000 sq. ft. warehouse building. Page 2-May 16, 2002 ZB Appl. No. 5114- Riverhead Building Supply 46.-1-1, 2.1 at Greenport 2. In reviewing the revised plan, the board finds that it is not substantially different than the plan which was reviewed by the board and granted variances under Appeal No. 4547. Instead of one large building of 53,425 sq. ft., the applicant has reduced the size of the principal building to 14,100 sq. ft., and created a separate 23,660 sq. ft. building in the rear of the principal building For the drive-through operation of the business, and a 5,000 sq. ft. warehouse building. 3. The 115-foot proposed width of building No-1 is identical to the width variance granted by the board under Appeal No. 4547. The board notes that the prior variance was granted on condition that the applicant maintain a minimum 110 foot set back from Main Road in order to provide additional landscape buffer, which the applicant's have complied with. Since neitherthe 115 foot width of the building nor the minimum 110 foot conditioned set back to the Main Road have changed, no further variance is required for building No. 1. 4. With respect to building No.2, the building inspector states that the proposed construction is not permitted pursuant to Article XIII, Section 100-133C on the grounds that the building has "linear frontage of 91 feet." The code provision specifically states that, "a project shall be divided into separate structures so that no single structure shall more than sixty (60) linear feet of frontage on one (1) street." The building (No. 2) in question does not have frontage on one street. It is to be located 70 feet behind building No. 1 and more than 300 feet from the Main Road. The board believes a clear reading of the provision indicates that it was intended to prevent the strip mall effect of one or many excessively wide structures facing the street. In this instance, the code provision is not applicable because the building does not have linear frontage on a street. 5. With respect to off-street parking and loading requirements pursuant to Article XIII, Section 100-131, C (9). The board notes that the location of the parking and loading areas were worked out with the Planning Board during its site plan review of the project after the Board of Appeals granted its approval under Appeal No. 4547, which included a condition #3, that off-street parking areas comply with 100-131. In reviewing the amended site plan, the board finds that compliance with this condition is neither practical, nor would it in any way improve the layout or design of the plan, or serve any useful purpose. BOARD RESOLUTION: For the reasons stated above and, on the basis of testimony presented, materials submitted, the board makes the following determinations: Now, on motion by Member Tortora, seconded by Chairman Goehringer, it was RESOLVED, to REVERSE the Building Inspector's February 20, 2002 determination that Building No. 1 requires a variance pursuant to Article XIII, Section 100-133C because such variance was granted under prior Appeal No 4527, dated June 23, 1998. BE IT FURTHER RESOLVED to REVERSE the Building Inspector's February 20, 2002 determination that Building No 2 requires a variance pursuant to Article XIII, Section 100-133C because such building does not have frontage on a street and the provision is not applicable to this structure. Page 3—May 16, 2002 ZB Appl. No. 5114—Riverhead Building Supply 46.-1-1, 2.1 at Greenport BE IT FURTHER RESOLVED to LIFT ZBA CONDITION No. 3, imposed under prior Appeal No. 4527, dated June 23, 1998 with respect to off-street parking and loading requirements pursuant to Article XIII, Section 100-131C (9), because such condition is contrary to, and in conflict with, the overall revised site plan elements, which have been reviewed by the Planning Board, who have recommended approval of this project. Vote of the Board: Ayes: Members Goehringer (Ch i an), Tortor , Ho ng, a d,7d . (Member Oliva was absent due to illness.) This Re ution was du ado ed (4- / erard P. Goehringer, Chairman June 8, 2002 Hartcorn Plumbing & Heating, Inc. 02/18/04 Town of Southold Main Road Southold,NY 11971 JY-p Re: Riverhead Building Supply 74500 Main Road,Greenport Permit#29457-Z- To Whom It May Concern: Please be advised that Hartcom Plumbing& Heating, Inc has performed a lead/solder test on the plumbing system at the above referenced jobsite. The system was found to contain . less than 0-2 of 1%lead and conforms with New York State Health Dept. code. Sincerely, G Nic olas R Hattcorn President Hartcorn Phunbing&.Heatin;, Inc •F9RGI[A M.GOGNNSKt - - - - NzH!!o,SieteofNow Yo* - - - - 467SM1 - - - - - - - - - Term 850 South Second Street, Ronkonkoma, NY 11779 Tel: (631) 580-2300 Fax: (631) 580-1090 I�.. ISLAND STRUCTURES ENGINEERING, P.C. 325 SUNRISE HIGHWAY WEST ISLIP, NY 1 1 795 (631 ) 669-0693 (631 ) 669-1599 FAX LICENSED ENGINEERING SERIVCES February 9, 2004 J. Petrocelli Contracting, Inc. 100 Comac Street Ronkonkoma,New York 11779 Art: Jerome Petrocelli Subject: Riverhead Building Supply Greenport Site Building#1, Permit 929457 Certification Dear Mr. Petrocelli: I have performed an on-site inspection Of the subject project Building Al (the main front showroom and inventory structure, including the checkout booth and canopy). This letter will serve to certify that the facility has been constructed in accordance with the approved plans and is consistent with State, local and other applicable code requirements. The work covered by this certification is included in Building Permit No. 29457. Very holy yours, Island Structures Engineering, P_C_ GR/� William R. Schlump£PE President z. ¢` 4 .i:,x I�. ISLAND STRUCTURES ENGINEERING P.C. 325 SUNRISE HIGHWAY WEST ISLIP. NY 1 1 795 (631 ) 669-0693 (631 ) 669-1599 FAx LICENSED ENGINEERING SERIVCES February 6, 2004 J_ Petrocelli Contracting, Inc. 100 Comac Street Ronkonkoma,New York 11779 Att: Jerome PetroceUi Subject: Riverhead Building Supply Greenport Site Building 91 Drive Through Trussed Roof Dear Mr. Petrocelli: This letter will serve to confirm that the truss system for the subject project drive through canopy has been furnished and erected in accordance with the approved plans and as indicated on the MarinoWare drawings LSF-1.0, LSF-2.0 and LSF-3.0_ Very truly yours, ISLAND STRUCTURES ENGINEERING, P.C. William R. Schlumpf, PE ' s J Og President e - � tom. • , . 5 >W `v as v ISLAND STRUCTURES, INC. I�- 325 Sunrise Highway West Islip, New York 11795 J�+ (631) 669-0693 Fax: (631) 669-1599 DESIGN•BUILD LICENSED ENGINEERING SERVICES February 6, 2004 J. Petrocelli Contracting, Inc. 100 Comac Street Ronkonkoma, New York 11779 Att: Jerome Petrocelli Subject:Riverhead Building Supply Greenport Site Building#1 Metal Building System Dear Mr. Petrocelli: This letter will serve to confirm that the metal building system for the subject project has been furnished and erected in accordance with the approved plans. Very truly yours, . 4 ISLAND STRUCTURES, INC. _;, ,. , William R Schlumpl;PE President , 4s ` -z7s: MAY ?7TP11 i DONALD A.DENIS. PC Aquebogue Square 508 Route 25/P.O. Box 565 Aquebogue, New York 11931 (631)722-3511 FAX: (631) 722-3859 Donald A. Denis,A.I.A. Frederick R.Weber, R.A. May 27, 2003 Town of Southold Building Dept. Mr. Michael Verity, Chief Building Inspector Main Road Southold,NY 11971 RE: RIVERHEAD BUILDING SUPPLY- GREENPORT YARD Dear Mr. Verity: In response to your letter of March 3, 2003 and your comments of 05/21/03 with reference to the above project, please be informed of the following: 1. We have noted on the drawings tit, exits and these do meet the requirements of the NYS Building Code for the number of people occupying the building. We have added an additional exit door to the exterior from the Inventory space on the east wall. 2. Ladder access to the roof mechanical will be provided as access to the roof mechanical. 3. The suspended ceilings have been eliminated in the building and the only concealed space is over the drive-through which is 1,624 square feet which does not required fire-stopping. 4. The front of the building is retail C2 mercantile and the rear of the building shown on our drawings as inventory is to be separated from the mercantile area of the building by a fire-rating of t�vo hours and is defined as packing, receiving and shipping under 771.4G3. The fire separation shall extend from the top of the slab up to the underside of the roof structure and shall have opening protectors of an hour and a half fire resistant rating. 5. Attached herewith please find the specs for design No U412 UL rating for the two hour fire rated wall. 6. The office area is considered to be a minor accessory use to the primary use of the retail space and does not required fire separation. 7. The Kitchen is a domestic Kitchen and does not have any cooking facilities except for a microwave. It will have a sink and a refrigerator. DONALD A. DENIS, P.C. A - C H I T E L T 5 8_ The ramp to the rear of the building is for the use of forklifts going from the parking lot up into the building and is not designed for handicapped use. Handicap access is on grade through the Main Entrance. 9. The number of employees is by a letter (as attached) from Riverhead Building Supply and the toilet fixtures provided more than meet the requirements of the Code. 10. The guardrails at the loading dock will be 42" above the slab. 11. Attached are the energy calculations on the project. (Previous submission) 12. We have made the modifications to the handicapped toilet design and they are shown on the drawings. We have attached three (3) revised signed and sealed drawings Al through and including A8, dated: revised 21 April 2003, revised 21 May 2003 Ve 'truly Yo'- DONALD ouDONALD A. DENIS_ A.I.A. DAD:dmh Enc. DONALD A.DENTS, P.C. F i H i T E C T 52. 9 2013 Aquebogue Square 508 Route 25/P.O. Box 565 Aquebogue, New York 11931 631)722-3511 FAX: (631)722-3859 Donald A. Denis,A.I.A. Frederick R.Weber, R.A. May 28, 2003 Town of Southold Building Dept. Mr. Michael Verity, Chief Building Inspector Main Road Southold,NY 11971 RE: RIVERHEAD BUILDING SUPPLY- GREENPORT YARD Dear Mr. Verity: Please note the following changes to the drawings which we submitted dated 21 May 2003. Doors #4 and 915 are to have a frarne and door and hardware for a rating of one and a half hours. Door 915 designated as an exit, will not be an exit and Door 420 will be an exit. In the Women's Toilet the turning radius of 5' does conform to the handicap code. We will make the following changes to the drawings as provided to the contractors. Ve truly yours, 60 ARC,,, H RLAry �' ��ONALD A. D NIS, A.I.A. o �p DAD:dmh � Y ST hO' 0077 CD.0A / 9TF OF N�Si P i — — tr — —COUNTY-OF SUFFOLK YsP' ---- --- '117 €� rs � w ROBERT J.GAFFNEY a r1 F� F SUFFOLK COUNTY EXECUTIVE i • s 'ci•' DEPAP-TMENT OF HEALTH SERVICES CLARE B.BRADLEY,M-D.,MPH };u OFF.ICEOFWASTE_WATIIZM.4NAGEMENT CONMUSSIONER (631`851-2M) '�:. •• P�RIT Health Scr%,tc,s Rcter•nce# (DI D( _ 01 Pro1C& Name. Chi at ;Ilan, �tihcn duly signed by a representative of the department, constitutes a;pennitito ':consL*uctawater.,urnilandforasewagPdisposalorcollection system forthepro pertyasdepicte Tlie apuht,a.ishould ak.:noioofanyconditionsofapproval,which may be ndicatedontheplari:oreircIosed hertnn. C:r+n�u-i.;ii011 nitr;tconform with,applicable standards including"StandardsforA provalvf Plains and Construction for Sewage Disposal.SystemsforOtherthanSatgieFatnilyRpst ences:' ' Oinissior;s or Iasi, ul dera;L on:the plan.do notrelease the iapplicwt,from the responsib>Zity:ofihaviiigthe construction uonc in caniotmancewitkapplicable standards_ { r Thepernwtplanpii;.three{a}years-after the.approvaWate_ Anymodifrcationwhrcl may affect the Pro er.%a_�cdi-pos1a or er-sapglysystems-requires=submission ofa_revisedp] and, addidonal lees i:i'appl icable)for reapproval prior to construction.No inspections win beperformed h} the deonranew on cxpiredpermits P:rmits miry be rnnewcd, extended, transferred, or revised in accordance-with the procedures described in Instructions to Renew,;,Extend, or Transfer an Existing:Permit for Other than Single Family 1{esidences (FormAMM01$). r It is the appheant'� responsibility to call the department in advance to arrange inspections of the scwa2Cdisnus:dantGorwater supply facilities'priortobacIdilhng..Theseincludeinspections oftile say+•age C011ccu011 :aid disposal systems, water supply system components and piping, and final m.ding a.;shwr.n on zhe approvedplans. Incertain,cases,inspections of the soil mcavatronmaybe ° — rewired to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least48 hours m adv�n�et0�cliedule an inspection by calling 852-2097and ¢f'h aar excavation inspections must also be confirmed by calling 852-2100 prior to 9.30am, the morning Final approval issued by the Department is necessary prior to the occupancy ofnew buildings, additions to existing-buildings,or for the use of sewage-disposal or water supply systems. t. - WWM-016 (Rev. 4103101) Page I of 2 BUILDING PERAUT EXAMINER CHECK LIST lke� "sFy I h erg E ireertc� e�ecu pin 0 ons i ATE REVIEWED: I /Q,3/0t ATE SUBMITTED:_a 3 %02 ��ntsVSCs rn2er NL1S Cie inv�n ��,cs �V� ' / Eu * rofe_ dcas o1'e Cry - 'Is lots /rte �>nl o1'�s;clFred erl+s cEr 61 y ,G �,j m y �,r� P(ajm_� me # uc usT-, S_SUBDIVISION: ri�IS ccdd�4 # of fie k Z L cA S lrow cLcc,CxS ��=' -::7 its r( = PAST TRACK? /VD ,1F C2r`kj Z, c T7LA Z0, z c tP� SPO-c--12- �. G�, J 1L1`2.t-�-rz�% fereer.i,A nonconforming at anytime after 7/1/8: I *Ce��t w[ r ice£ s CT. LOT CON'. 4- Icla REQ. RF ONT too PROP. FRONT Dom^ 'T. SIDE REQ. REAR______--',;5- PROP. I, cL��l � � _PROP. HEIGHT WATER FRONT° Na PANEL M FLOOD ZONE. v tX5 CIO - fel-O 15- SUFFOLK COUNTY HEALTH DEP ` PERDHT #:X4ca- TOWN SEPTIC RECEIPT: Y or N 4 NEW YORK STATE DEC: PRE-DEC 9lv7e SOUTHOLD TOWN TRUSTEES: TOWN ZONING BOARD APPROVAL: ' TOWN PLAN. BOARD APPROVAL: 2�r' k, c�r TOWN HISTORICAL PRE (SPLIA): ` NYS ENERGY: YES OR ' : ----—- -- —- _ ------- EGRESS (18 H min.? 4 sq total) VENT (SQ. FT. x 4%) v / LIGHT (SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BPS-Z/ - HAVE PRE CO'S : Y OR N BPc _-Z/C/0 NOTES: 4 � tlrZr o Cb a�P 4 why mrd g o - FEE S CTURE: UNDATION: SF P ` d((ess {o ' IRSTFLOOR: 14, eG SF . � I�IiCsr/�U AGS/6d�' b�ui�is �'I SECOND FLOOR: SFC 1 W abo lnv- {v C q yd j1p OTHER: s k'��. INIT OTHER TOTAL g /)u- 6, TO�AL: SF d � FEE FEE FEB r_s S 1. (- �I 1 SF)- ASF)= SF X$ _$ +$ +$ _$ /da 2. (_SF)-( SFS SF X$ _$ +$ +$ _$ BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 1 Q3/02t APPLICANT:e'�It)Cwqo�> �PIDW DATE SUBMITTED:_a433L/02 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: r , LOT: ._3 STREET ADDRES 016 CITY: SUBDIVISION: P/A PROJECT DESCRIPTION: DGt4lS ESTIMATED PROJECT COST: CHITE FAST TRACK? 10 SINGLE & SEPARATE CERTIFICATION-REQUIRED? NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8; ZONING DISTRICT: r:770 CONFORMING?_C(CS REQ. LOT SIZE: 12o,qeo ACT. LOT SIZF9-640AREQ. LOT COV. %�h ACT. LOT COV. +_ � REQ. FRONT 100 PROP. FRONT / REQ SIDE 3p&n ACT. SIDE REQ. REAR :�PT PROP. REAR / REQ. HEIGHT PROP. HEIGHT WATER FRONT? NO DESCRIPTION: �— PANEL #: FLOOD ZONE:, APPROVALS REQUIRED Cao-- of—o 115- SUFFOLK SSUFFOLK COUNTY HEALTH D � YE r NO, (BED #): DTE:_ / PERMIT#:R4::G- TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9n/75 YES oto SOUTHOLD TOWN TRUSTEES: YES ord% TOWN ZONING BOARD APPROVAL: YES or 0 TOWN PLAN. BOARD APPROVAL: KYES or NO TOWN HISTORICAL PRE (SPLIA): YES or NV NYS ENERGY: YES OR]ice' : EGRESS (18 H min.? 4 sq total) VENT(SQ. FT. x 4%) N /d LIGHT(SQ. FT. x 8%) .� BUILDING PERMITS OPEN/EXPD: BPC;�A!�)qaZ-Z/ - , HAVE PRE CO'S : Y OR N BP -Z/C/o - N2 NOTES: 4 wear s _ — o d ocr vo �r whlcZ a.nd el-pub EES C . UNDATION: SF d(c s s f„ IRST FLOOR: �y,�8� SF�t/t Gi sy��/�fJ�s�6N SECOND FLOOR: SF 0�� v �Ao �1v fu 10 A� ulp OTHER: _/Iu � S1 ��''� nvrr OTHER TOTAL h �T'Y"' TOTAL- v SI' J���- FEE FEE FEE s 8ff "w' � , 1. SF)-CSF)= SFX$ =$ +$ +$ =$ vt 2. ( SF)-CSF)= SFX$ =$ +$ +$ _$ Q v� s�,I.� k^�� lU7iaA i 5 V DONALD A.DENIS. P.C. T 5 -- - Aquebogue Square 508 Route 25 i P.O. Box 565 tp Aquebogue, New York 11931 2 (631)722-3511 FAX:(631) 722-3859 zm tt Donald A. Denis,A.I.A. 'ti� __- ��_ Frederick R.Weber, R.A. April 30, 2003 To\\ai of Southold Building Dept. Mr. Michael Verity, Chief Building Inspector Main Road Southold, NY 11971 RE: RIVERHEAD BUILDING SUPPLY- GREENPORT YARD BUILDING#1 PERMIT APPLICATION Dear Mr- Veritv: Attached herewith please find Certification from R. Schlump, P-E. stating that the attached Envelope Compliance Certificate complies with the Energy Conservation Construction Code of New York. This is being submitted as part of our application for a building permit. The other documents are in your possession. If there are any questions, pleas call. erg tru�y yours i ^Fp\r I� ' ++//lliifTbrb..11vvll(��IIIIIIititi__„ V \ DONALD A. DENTS- A.T-A. DAD:dmh Enc. P. 1 Hpr- 29 03 04: 18p ISLAND STRUCTURES ENGINEERING, P.C. 325 SUNRISE HIGHWAY WEST [sup, NY IT 795 t6 3 1 1 669-0693 (6311 669-1 599 FAX ` LICENS EO ENGINEERING SERiV FSS,` • A ';I i . .. .. L L11tM► -:i f� April 29,2003 Donald A Dents ArchiMfls Aquebogue Square 508 Route 25 PO Box 565 Aquebogue,New York 11)31 Attention:ft.Donald Denis Subject: Riverhead Building Supply Greenport Yard Building No. I Permit Application Energy Conservation Code Analysis Dear Don: This YAM certify that the analysis performed for the subject permit application is in accordance with the Energy Conservation Construction Code of New York. The analyses performed were done in accordance with Chapter 7,Building Design for All Commercial Buildings,and specifically Section 701.1. This Section allows for the design to be performed in accordance with ASIULAMESNA 90.1. This is the code analysis utilized by the version of Comcheck utilized and submitted previously. Please forward this certification to Mr.Verity at the Building Dcpartment,as he requested,when resubmitting the package for his review. Very truly yours, ISLAND STRUCTURES ENGINEERING,PC William R Schlumpt PE E _ 20003 Permit Number Envelope Compliance Certificate, _ i Checked By/Date Standard 90.1-1999 COMcheck--EZ Software Version 2.4 Release 2a Data filename:Untitled Section 1: Project Information Project Name: Riverhead Building Supply Greenport'NY Building#1 Designer/Contractor: Island Structures Engineering PC Document Author: W R Schlumpf Section 2: General Information Building Location(for weather data): Greenport'New York Heating Degree Days(base 65 degrees F): 5572 Cooling Degree Days(base 50 degrees F): 2810 Building type for envelope requirements: Non-Residential Activity Tvpe(s) Floor Area Retail and Banking General Retail Sales Area 7622 Warehouse and Parking Medium/Bulky Material Storage 5474 Common Space Types Office-Open Plan 1004 Project Description(check one): �L New Construction _Addition —Alteration Section 3: Requirements Checklist Bldg. Dept. Use Insulation [ ] I 1. Open-blown or poured loose-fill insulation has not been used in attic roof spaces with ceiling slope greater than 3 in 12. [ ] 2. Wherever vents occur,they are baffled to deflect incoming air above the insulation. [ ] I 3- Recessed lights, equipment and ducts are not affecting insulation thickness. [ ] I 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. [ ] I 5. All exterior insulation is covered with protective material. [ ] I 6. Cargo and loading dock doors are equipped with weather seals. I Fenestration and Doors [ ] I 7. Windows and skylights are labeled and certified by the manufacturer for U-factor and SHGC. [ ] 8- Fixed windows and skylights unlabeled by the manufacturer have been site labeled using the default U-factor and SHGC. [ 1 9- Other unlabeled vertical fenestration operable and fixed,that are unlabeled by the manufacturer have been site labeled using the default U-factor and SHGC. I No credit has been given for metal frames with thermal breaks, low-emissivity coatings, gas fillings, or insulating spacers. I Air Leakage and Component Certification [ ] I 10. All joints and penetrations are caulked gasketed,weather-stripped,or otherwise sealed [ ] IL Windows,doors, and skylights certified as meeting leakage requirements. [ ] I 12. Component R-values&U-factors labeled as certified [ ] I 13 Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Buildings less than four stories above grade,building entrances with revolving doors. Doors that open directly from a space less than 3000 sq.fL in area Climate-Speck Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:Metal Building, Standing Seam 3757 19.0 0.0 0.065 0.065 Roof 2: Attic Roof with Steel Joists 4015 0.0 19.3 0.050 0.034 Roof 3:Metal Building, Standing Seam 5474 19.0 0.0 0.065 0.065 Roof 4:Metal Building,Standing Seam 1004 19.0 OA 0.065 0.065 Exterior Wall 1:Metal Building Wall 1100 13.0 0.6 0.106 0.113 Exterior Wall 2: Steel-Framed, 16"ox. 3129 19.0 1.2 0 097 0.084 Window 1:Wood Frame,Double Pane with Low-E Clear,Fixed SHGC 0.34 222 --- -- 0.310 0.570 Window 2:Wood Frame,Double Pane with Low-E Clear,Fixed, SHGC 034 318 -- --- 0.310 0.570 Door 1:Insulated Metal-Swinging 21 --- --- 0 350 0.700 Door 2: Glass, Clear, SHGC 0.87 42 -- --- 0.560 0.570 Exterior Wall 3:Metal Building Wall 3265 13.0 0.0 0.113 0.113 Exterior Wall 4:Metal Building Wall 1127 13.0 0.6 0.106 0.113 Window 3:Wood Frame,Double Pane with Low-E Clear,Fixed, SHGC 0.34 32 --- -- 0.310 0.570 Window 4:Wood Frame,Double Pane with Low-E Clear,Fixed SHGC 0.34 80 -- --- 0.310 0.570 Door 3;Insulated Meta], Swinging 42 -- --- 0.350 0.700 Door 4:Insulated Metal, Swinging 21 --- -- 0.350 0.700 Floor 1:Unheated Slab-On-Grade Horizontal without vertical 4 ft 263 -- 10.8 -- --- Flopr.2:Unheated Slab-On-Grade Horizontal without vertical 4 fL 154 --- 10.8 Floor i:Unheated Slab-On-Grade Horizontal without vertical 4 fL 74 -- 10.8 — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 1%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Standard 90.1-1999 requirements in COMcheck-EZ Version 2.4 Release 2a. WILLi t-I IC. lsc-H tAMPF 1 C �/�L_ 2j�� iI( a3� Principal Envelope Designer-Name Sipature Date ' Permit Number Lighting and Power Compliance Certificate CheckedBy/Date Standard 90.1-1999 COMcheck-EZ Software Version 2.4 Release 2a Data filename:11SERVER\Server\DOCSTetrocel i-RvhdBankPhotoslRvhd-GeenportBldgl-ECC-Reports90-l.cck Section 1: Project Information Project Name: Riverhead Building Supply Greenport, NY Building#1 Designer/Contractor: Island Structures Engineering PC Document Author: W R Schhunpf Section 2: General Information Building Use Description by: Activity Type Activity Ty-pe(s) Floor Area Retail and Banking General Retail Sales Area 7622 Warehouse and Parking Mediruu/Bully Material Storage 5474 Common Space Types Office-Open Plan 1004 Project Description(check one): New Construction Addition Alteration Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 23333 14490 YES Exterior Lighting [ ] 2. Minimum efficacy of 60 lumen/watt for lamps greater than 100 W [ ] 3_ Lighting power for ree-standing canopy areas or building entrances with canopies is less than or equal to 3 watts per square foot [ ] 4. Lighting power for building entrances without a canopy is less than or equal to f 33 watts per linear foot of door width [ ] 5. Lighting power for building exits is less than or equal to 20 watts per linear foot of exit door width [ ] 6. Lighting power for building facades is less than or equal to 0.25 watts per square foot of the illuminated area Eyceptions: Controlled by motion sensor, signal or advertising signage,highlighting features of historic monuments and buildings, or required for safety or security. Controls,Switching,and Wiring [ ] 7_ Independent manual or occupancy sensing controls for each space(remote switch with indicator allowed for safety or security). Ecception: Areas that must be cominuoush lighted. [ ] 8. Automatic shutoff control for lighting in>5000 sq-ft buildings by time-of-day device. occupant sensor, or other automatic control. Exception: 24 hour operation lighting. [ 1 I 9. Master switch at entry to hotellmotel guest room_ [ ] 10. Photocell/astronomical time switch on exterior lights. I Exceptions: Areas requiring lighting during daylight hours [ ] I IL Tandem wired one-lamp and three-lamp ballasted luminaires. I Exceptions_ I Electronic high-frequency ballasts; Luminaires not on same switch I Voltage Drop [ ] 12. Feeder conductors have been designed for a maximum voltage drop of 2 percent [ ] 13. Branch circuit conductors have been designed for a maximum voltage drop of 3 percent. Section 4_ Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet ate Standard 90.1-1999 requirements in COMcheck-EZ Version 2.4 Release 2a- Principal aPrincipal Lighting Designer-Name Signature Date Section 5; Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals Construction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Signature Date Lighting Application Worksheet Standard 90.1-1999 COMcheck-EZ Software Version 2.4 Release 2a Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ftD B x Cl Retail and Banking General Retail Sales Area 7622 2.1 16006 Warehouse and Paddng Medium/B ffl}y Material S 5474 1.1 6021 Common Space Types Office-Open Plan 1004 13 1305 Total Allowed Watts= 23333 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. x E MH Metal Halide 400 W/Magnetic 1 22 400 8800 HPS400 High-Pressure Sodium#OOW/Magnetic 1 3 400 1200 HPS400s High-Pressure Sodium 400W/Magnetic 1 3 400 1200 FL 1 48"T12 40W/Magnetic 2 33 40 1320 FL2 48"T12 40W/Magnetic 3 18 40 720 HPS250 High-Pressure Sodium 250W/Magnetic 1 5 250 1250 Total Actual Watts= 14490 Section 3: Compliance Calculation If the Total Allowed Marts minus the Total Actual ft arts is greater than or equal to zero,the building complies. Total Allowed Watts= 23333 Total Actual Watts= 1.4490 Project Compliance= 8843 Lighting PASSES: Design 38%better than code Permit Number Mechanical Compliance Certificate ChockedBy/Date Standard 90.1-1999 COMcheck--EZ Software Version 2.4 Release 2a Data filename:Untitled Section 1: Project Information Project Name: Riverhead Building Supply Greenport,NY Building#1 Designer/Contractor: Island Structures Engineering PC Document Author_ W R Schlumpf Section 2: General Information Building Location(for weather data): Greenport,New York Hearing Degree Days(base 65 degrees F): 5572 Cooling Degree Days(base 50 degrees F): 2810 Project Description(check one): X New Construction Addition Alteration Section 3: Mechanical Systems List Quanti Svstem Type&Description 1 HVAC System 1: Heating: Central Furnace,Propane,Heating Capacity Unknown/Cooling:Rooftop Package Unit,Capacity>=135 -<240 kBtulh Evaporatively Cooled Condenser!Single Zone 1 HVAC System 2: Head Central Furnace,Propane,Heating Capacity Unknown/Cooling.Rooftop Package Unit,Capacity>=135-<240 kBtulh,Evaporatively Cooled Condenser!Single Zone 1 HVAC System 3: Heating:Unit Heater,Propane,Heating Capacity Unknoum 1 HVAC System 4: Heating:Unit Heater,Propane,Heating Capacity Unknown 1 HVAC System 5: Hearing:Unit Heater,Propane,Heating Capacity Unknown 1 Water Heating 1: Service Water Heater w/Circulation Pump Section 4: Requirements Checklist Bldg. Dept. Use I Requirements Specific To:HVAC System 1 [ 1 1. Newly purchased equipment meets the efficiency requirements [ ] 2. Equipment minimum cfficiency: Rooftop Package Unit: 10.8 EER [ } I 3. Integrated air economizer required [ ] I 4. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception: Gravity dampers acceptable in buildings<3 stories -Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan L ] I 5. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cfm I Requirements Specific To:HVAC System 2 [ ] I L Newly purchased equipment meets the efficiency requirements [ ] I 2. Egmpment minimum efficiency: Rooftop Package Unit: 10-8 EER [ 1 3. Integrated air economizer required [ 1 I 4. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception_Gravity dampers acceptable in buildings<3 stories -Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan [ 1 I 5- Total constant vohmie fan nameplate motor horsepower<= 1.1 hp/1000 cfitL I I Requirements Specific To:HVAC System 3 [ ] I L Equipmem minimum efficienc- Unit Heater(Propane): 80%Ec [ ] 2. Total constant vohmre fan nameplate motor horsepower<= 1-1 hp/1000 cfm I Requirements Specific To:HVAC System 4 [ ] 1. Equipment minimum efficiency_ Unit Heater(Propane): 80%Ec [ ] I 2- Total constant volume fan nameplate motor horsepower<= 1.1 hp/L000 cfm I Requirements Specific To:HVAC System 5 [ ] 1. Equipment minimum efficiency: Unit Heater(Propane): 80%Ec [ ] I 2. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cfin I Requirements Specific To:Water Heating 1 [ ] I 1- Hot water system sizedper manufacturer's sizing guide I [ ] I 3. Piping,insulated to 1/2 in-if nominal diameter of pipe is<1.5 in.; Larger pipe insulated to 1 in.thickness [ ] I 4. All piping in circulating system insulated [ ] I 5. Lavatory faucet outlet temperatures in public restrooms limited to 110 deg.F(43 deg.C) [ ] I 6. Automatic time control bf heat tapes and recirculating systems present [ ] I 7- Controi.s will shut off operation of circulating pump between water healcuboiler and storage tanks within.5 iiiimntes after end of heating cycle I Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load ralctilations'per 1997 ASHRAE Fundamentals [ ] 2. Thermostatic controls has 5 deg.F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 3- Automatic Coinrols-Scl�ack to 55 deg.F(heat)and 85 deg.F(cool);?-day clock, 2-hotaroccupantoverride, 10-hourbackup Fxc ' - n:Consinubusly operating zones [ ] 4. Hot water pipe inA&tjon: 1 in.for pipes<=1.5 in-and 2 in.for pipes>1.5 in. ChillMlwtei/xe&gerartibrine pipe insulation: 1 in.for pipes<=1.5 in. and 15 in.for pipes>1.5 in- Steam pipe insulation_ 1.5 in.for pipes<=1.5 in.and 3 in-for pipes >1-5 in. -Exception:Piping within HVAC equipment -Exception_Fluid temperatures between 55 and 105 deg.F -Exception:Fluid not heated or cooled -Exception:Ruuouts<41t in length [ 1 I 5- Where separate tliezmoshets are used for heating and cooling,acceptable measures are used to prevent simultaneous heating and cooling [ ] I 6. Stair and elevator shaft nems are equipped with motorized dampers [ ] 7. Acceptable measures used to prevent simultaneous humidification and dehumidification -Exception:Desiccant systems and systems for uses regmnng specific humidity levels(approval required) [ ] & Automatic controls for freeze protection systems present [ ] I 9. Automatic ventilation controls(e.g.,CO2 controls)or exhaust air heat recovery present for High design occupancy areas(>100 person/1000 ft2)with>3,000 chn outside air capacities [ ] 10. Duct,plenum,and piping insulation surfaces suitably protected from weather,moisture,or likely damage [ ] I 11. R-6 supply and return air duct insulation in unconditioned spaces R-8 supply and return air dud insulation outside the building R-8 insulation between ducts and the building exterior when duds are part of a building assembly R-3 supply and return air duct insulation underground [ ] I 12. Duct Sealing: Pressure sensitive tape is not used as the primary sealant I Longitudinal and transverse seams for ducts in unconditioned spaces Longitudinal and transverse seams and duct wall penetrations for ducts outside the building Transverse seams on buried ducts [ ] 13. Humidistat controls prevent reheating,retooling,and mixing of mechanically heated air with mechanically cooled air [ ] 14. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outsidd'air fraction or specifically exempted [ ] 15. Kitchen hoods>5,000 cfm provided with 501/o makeup air that is uncooled and heated to no more than 60 deg_F unless specifically exempted [ ] I 16. Buildings with fume]rood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air(Wantity,and/or b)within 2°F of roomtemperature and/or c)no larmidificaflon d)no simultaneous healing and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meettheStandard 90.1-1999 requirements in COMcheck-EZ Version.24 Release 2a. A/ILLIAA-MV, JCWLUOPF PE A&L PE' 41,ILO 3 Principal Mechanical Designer-Name Signature: Dat' e Section 6: Post Construction Compliance Statement L HVAC record drawings of the actual installation and performance data for each equipment provided to the owner within 90 days after system acceptance. 2. HVAC O&M documents for all mechanical equipment and system provided to the owner tnthin 90 days after system acceptance. 3. Written HVAC balancing report provided to the owner. The above post construction requirements have been completed_ Mechanical Designer or Contractor Signature Date Mechanical Requirements Description Standard 90.1-1999 COMcheck EZ Software Version 2.4 Release 2a Data filename: Untitled The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To:HVAC System I 1. The specified equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed ASHRAE 90.1-1999 Standard requirements for equipment efficiency. 2. The specified heating and/or cooling equipment is covered by ASHRAE 90.1-1999 Standard and must meet the following minimum efficiency: Rooftop Package Unit 10.8 EER 3. An integrated air economizer is required for individual cooling systems over 65 kBW&in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 4. Outdoor air supply and exhaust systems must have motorized dampers that automatically shirt when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback,except when ventilation reduces energy costs(e.g., night purge)or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cf ntft2 at 1.0 in w.g.when tested in accordance with AMCA Standard 500. -Exception: Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height- - eight-Exception: Systems with a design outside air intake or exhaust capacity of 300 cfm(140 L/s)or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energizecL respectively. 5. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cfm Requirements Specific To:HVAC System 2 1. The specified equipment is covered by Federal minimum efficiency requirements_New equipment of this type can be assumed to meet or exceed ASHRAE 90.1-1999 Standard requirements for equipment efficiency. 2. The specified heating and/or cooling equipment is covered by ASHRAE 90.1-1999 Standard and must meet the following minimum ci iciency: Rooftop Package Unit: 10.8 EER 3- An integrated air economizer is required for individual cooling systems over 63 kBtu/h in the selected climate_ An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 4. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-dawn,and setback,except when ventilation reduces energy costs(e.g_ night purge)or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 chuW at 1.0 in w.g.when tested in accordance with AMCA Standard 500- -Exception: Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height -Exception: Systems with a design outside air intake or exhaust capacity of 300 cfm(140 Us)or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized, respectively. 5. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cfm Requirements Specific To: HVAC System 3 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1-1999 Standard and must meet the following minimum efficiency: Unit Heater(Propane): 80%Ec 2. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 chn Requirements Specific To: HVAC System 4 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1-1999 Standard and must meet the following minimum efficiency Unit Heater(Propane): 80%Ec I Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 chit Requirements Specific To: HVAC System 5 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90-1-1999 Standard and must meet the following minim„m efficiency: Unit Heater(Propane): 8016Ec 2. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cf n Requirements Speck To:Water Heating 1 L Service water heating system design loads for the purpose of sizing systems and equipment must be determined in accordance with manufacturers'published sizing guidelines- 2. Sevice water heating equipment used solely for heating potable water,pool heaters, and hot water storage tanks must meet the following mini,u„umefficiency- 0$ovcU=wyy3,y60owIL'3w 0ow 3. Service hot water piping,where required, must be insulated to 1/2 in.if pipe less than 1.5 in-nominal diameter. Larger pipe must be insulated to 1 in.. Pipe insulation will have a conductivity of less than 0.28 Btu.in/(h-ft2-°F). 4. Insulation must be provided for recirculating system piping,including the supply and return piping of a circulating tank type water heater. 5. Temperature controlling means must be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restmoms to 110 OF. 6. Systems designed to maintain usage temperatures in hot water pipes,such as recirculating hot water systems or treat trace;must be,egmpped with automatic time switches or other controls that can be set to switch off the tempemtu eimaintenance system during extended periods when hot water is not required- 7. When nS446,maintain storage tank water temperature,recirculating pumps must be equipped with controls hmitmg•opetation to the start of the heating cycle to a masimnm of 5 minutes after the end of the heating cycle. Generic Requirements: Must be met by all systems to which the requirement is applicable 1- Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling- 3. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overndcd) have a battery back-up capable di namtaimng programmed settings for at least 10 hours without power. -Exception_A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. 4. All pipes,serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in.ferpipes<=1 1/2-in-nominal diameter 2 in.foi pipes>1 1/2-in. nominal diameter- Chilled pvater,refrigerant,and brine piping systems: 1 in.in.5ulation for pipes<=1 1/2-in. nominal diameter 1 1/2 hi insulation for pipes>1 1/2-in,nominal diameter. Steam piping 11/2 icy.insulation for pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. -Exceptu m: Pipe insulation is not required for factory-installed piping within HVAC equipment -Exceptidn_ Pipe insulation-is not required for piping that conveys fluids having a design operating temperatm,6ange between 55 degrees F and 105 degrees F- Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for nmout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 5. Where zone healing and cooling are controlled by separate zone thermostats,means(such as limit switches. mechanical stops,or,for DDC systems,software programming)must be provided to prevent simultaneous heating and cooling to the zone. 6_ Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems_ All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade- -Ventilation systems serving unconditioned spaces. 7. Where a zone is served by a system(s)with both humidification and dehumidification capability,means(such as limit switches,mescal stops,or software programming)must be provided to prevent simultaneous operation of humidification and dehumidification equipment -Exception_ Zones served by desiccant systems,used with direct evaporative cooling in series; Systems serving zones where specific humidity levels are required. S. All freeze protection syslans. including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when onside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing. Snow-and ice-melting systems must include automatic controls capable of shutting off the sysfems when the pavement temperature is above 50°F and no precipitation is falling,and an automatic br.manual controlthat will allow shutoE'when the outdoor temperature is above 40°F. 9. Systems a bilhAesign.outside alk capacities>3,000 cfm serving areas having an average design occupancy density exceeding I00 people per 1000 ft2 must include means to automatically reduce outside air intake below designirates wheiispaces are partially occupied.Ventilation controls must be incompliance wish ASHRAFJStandard 62 aitd local aandards. 10. Duct and pipe insulatiod:esposed to wzather must be suitable for outdoor service;e.g_,protected by An Mimimm sheet metal painted cadras, or plastic cover. Cellular foam insulation must be protected as above or painted with a copltin'gg that is water retardant and provides shielding from solar radiation that can cause degradation of the mat enaLlinsulation covering chilled water piping,refrigerant suction piping,or cooling ducts located outside the cdndit ioired space must include a vapor retardant located outside the insulation(unless the insulation is inherently gapor retardant),all penetrations and joints of which must be sealed- IL ealed.1L All supply and remni ducts and plenums installed as part of an HVAC air distribution system must be thermal)?i�insulated: R-6suppli and return air duct insulation in unconditioned spaces, R-8 suppliv and remm air dttct insulation outside the building, R-8.+iniaid n bem een ducts and the building emerior when ducts are part of a building assembly, R-3 Supp*and remm air duct insulation underground. Excephb>$: E'' Installed plenums,casings,or ductwork furnished as a part of HVAC equipment tested and rated m accil#z with Section 6.2.L -liiictsor plenums located in heated spaces,semiheated spaces,or cooled spaces. -Fbrtrtihbuts X10 R in length to air terminals or air outlets,the rated R-value of insulation need not exceed R-35. -Backs of air outlets and outlet plenums exposed to unconditioned or indirectly conditioned spaces with face areas exceeding 5 R2 need not exceed R-2;those 5 ft2 or smaller need not be insulated. 12. Dudl Sealing Requirements: -Pressure sensitive tape prohibited as the primary sealant -Loiigitudinal and transverse seams for ducts in unconditioned spaces -Longitudinal and transverse seams and duct wall penetrations for ducts outside the building -Transverse seams on buried ducts 13. Where huffidistatic controls are provided, such controls must prevent reheating,mixing of hot and cold air streams,or other means of simultaneous heating and cooling of the same air stream. Exceptions: -capability to first reduce flow rate -Cooling capacity<80 kBtalh and capability to unload cooling equipment -cooling capacity<40 kBtu/h -rigid humidity requirements -site-recovered or site-solar energy sources or -use of a desiccant systems. 14. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60 OF -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 15. Individual kitchen exhaust hoods larger than 5000 cfm must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60 OF Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 16. Buildings with-fame hood systems having a total exhaust rate>15,000 cfm must either have variable air volume:hood design, exhaust air heat recovery,or separate make up air supply. M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE IMNEY REMARKS: fav DATESPECT M-1802 BUILDING DEPT. 1 NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING ( ] FINAL [ ] FIREPLACE CHIMNEY REMARKS: .r DATE INSPECTO M-1802 BUILDING DEPT. IN LECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & C IMNEY REMAR DATE 1�7 /e::�)ANSPECT �S7 765-1802 BUILDING DEPT. SPECTION [ ] FNDATION IST [ UGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACECHIMNEY REMA 5: DATE Z d31NSPE M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & C/JHIMN�EY REMARKS: DATE / D7 INSPECTOR M-1802 �C? DING o INSPECTION - [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 'KINSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS DATE � PECT M-lW2 BUILDING DEPT. INSPECTION [ ] FOUND ION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:ae x 01<f- �- DATE / ECT 1 --- !DD- y� �-/-- 3 TOWN F SOUTHOLD PROPERTY RECORD CARD y - OWNEKSTREET VILLAGE DIST. ! SUB. LOT FORMER OWNER N E ACR. f 4 S W TYPE OF BUILDING ES. SEAS. VL FAR - M 'COMM." CB. MICS. Mkt. Value R LAND IMP. TOTAL DATE REMARKS 9 f�� �/�3Z. �✓ I , yd as 6 ,20 666 a 79 �F�v ? 7 i✓r� 2 ` i (o C Z p 11 IR ���. �k.�C ��'_ . 1��2` �L�✓avL �a�r�ts c� �� � ��o � ✓� X��,s z�lo�—L �Zr9 k2i✓r✓ �✓ J r .,�� ��d �4/d 9 a— lit r s �,LO r Q�9od APs c - 02- BP zZ 43 91 Ilabie FRONTAGE ON WATER °Odl°n FRONTAGE ON ROAD / 96qt ,,T 4LD Xadowbnd DEPTH / 700 /� U" Pkrt / V /DO /ptht �rH/N Ac O (Oj BULKHEAD �d c ral COLOR — TRIM 11 Q i i o M. Bldg. S'/7(J6 Extension /0�0 f z v m Extension Extension J 6 Foundation Both Dinette Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms Ist Floor gR, Patio Recreation Room Poems 2nd Floor =FIN O. B. j Dormer Driveway Total Z OWNER STREET VILLAGE DISTRICT SUB. LOT FORMER OWNERACREAGE N E ��j, _ � Q� . W f} TYPE OF BUILDING / RES. SEAS. VL FARM COM/v1. I IND. I CB. MISC.on I LANDIMP. TOTAL DATE REMARKS S� 700 - 14 o Gie .f '.Ec e- /fVOP AGE BUILDING CONDITION 37ee 9 NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable, 3 I — Woodland Swampland u — Brushland House Plot Total w/j r.Ir \rlrl�+Nrrra�r ���/ice rrrrrNrrr�r ,.. ryrNNrrrrniiE��rr rrNrNNNr t r�rrirrr�N -�:_ �r rr�rN►rrrNNrrr�rr dation14 0 th i •.. wallsrs 0Bldg. sement Interior Finish, V iHeat xtension X re Place • ► Attic ' ' -_ Porch xtension Rooms I st Floor Porch BreezewaY DrivewaY -_ • i ,- - Ft7WN QF 5-OUT"ULLP, j0vRwFZXTr `-KV;0'RD LAMP WNER N STREET VILLAGE DISTRICT SUB. LOT E ACREAGE R E� 'p ' 15 C3� f oto W TYPE OF BUILDING I l� ( s A ran S / Iii �o = AsoL /� - -S. I SEAS. VL FARM COMM. I IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS// �r7ci2 Cd T dJ'o�d, 6! / 40 d r d /a /70 , ezJ9 z / c �� �� (/17/77 SoLO y2 aoo .5. Ac A✓, ALIIiNo o v ��L i" D65�an� b ,.2 OC � �. 1r � ! ac✓ � /.� f T S �$ 9 -'LII � ��a ,gli0no � 1ti IVe��tPcrc��3/7> � J.�Sc� r LIg�� Sb3 — GOCrz� € ✓�rh�u ` �lcd � ,r�F_r���- 3 9b'�S AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE t/� , Farm Acre Value Per Acre Value ✓3 n X --- S?v _ 0 r/U u Tillable 1 Tillable 2 Tillable 3 l / Woodland Swampland Brushland House Plot Total TOWN4F SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT L 11 FORMER OWNER N E �e /�/ ACR. / C? S WTYPE OF BUILDING RES. SEAS. VL. FARMCOMM,r��CB. MICS, Mkt, Value — y� LAND IMP. TOTAL DATE RE—MARKS 6. 6 1 161666 0 6,66f7 r ?G A;,o �72 M, 4 - Z2�rrd --/ goo (n e ' 2- qOO v1 rrR.k2 �rl �nl",!'.4 ,.n �.Jil� � 1...7D pi9� /.r Lr:_• ,.6.I Pr,l i7'<', /C"`�. yip NI sfV !'. - i o, ��/a /Z i 9 � a�zz-%I✓�r� y! a r a°t-,A !d a/ — �,mt �!�a a• r l d'�LP✓ dP©wf. esc q a �P k 8742 sox I00 S-9Z CA 6k�g ! ( L FSP 2 Ei X13 q 1 X 2(26 e �,Idrn- I _ Tillable FRONTAGE ON WATER Noodland FRONTAGE ON ROAD 4L.a vleadowlaid DEPTH rr4 ✓ 1�G nn orivrr ,fc, iouse Plot BULKHEAD . lel a �4 "otal OWNER STREET VILLAGE DISTRICT SUB.. LOT FORMER OWNEE RN E ACREAGE , ele Alul S W TYPE OF BUILDING RES. SEAS. J_VL COAAM IND. CB. misc. FARM ARM LAND IMP_ TOTAL DATE REMARKS 21 ?do elp ell e . JK 3 4 4� 14 KV. /4 0 37 rO "01 �L, /," (?j j 41!,; 1. -�1- - I .4-oo P I Ile AGE BUILDING CONDITION ge, oz Y— NEW EW NORMAL BELOW ABOVE Farm Form Acre Value Per Acre Value J_ Tillable I Tillable 2 Tillable, 3 :Til- Woodland Swampland Brushland House Plot Tctal YQVVN Of SOUTHIVL01- vit 0- 0- KXTT-�-KMURD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT n FURYER OWNI �'� N E ACREAGE I-equicf, "...1_(P AJ-1 v I aA SW, TYPEOFBUILDING RES, __(SEAS, VL. 0 FARM COM,M. IND. CB. misc. LAND IMP. TOTAL DATE REM ARKSI/ r 1 106, 440 4 7 4V j -.6 ":3 6/) //77 9,� Q_ 5-62AJAI. Porlivo 0 [ _ L"lvp J ') n-11rL 7- ? - qva6� l k- t— -?" �v -2J C11 - - i ��ndx, Y, li-d'c AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE 7 4 Farm Acre Value Per Acre Value Tillable I Tillable 2 Tillable 3 Woodland Swampland Biushland House Plot Tota I 0 S 10 -_--_______-. --._ --___ --I- -'-/-}i7i Bldg y° 0 i f +T Foundation Bath - - -- - — - (tension fr r �osement I �.:j_ Y T Floors i r xtension t . ' // y r 4 ��n -I- e, t - - (i( JI rior Finish F v /1 � t. Walls /�`'r ( Inte xtenson y G U U f p!? tf 4T a.�7 •I re Place i Heat Porch Attic n ` L - , 14 fa I z S ' n ca ;� Porch Rooms l st Floor - -- -- - ---r. Breezeway' i L Patio Rooms 2nd Flaor� - - - + ( ( - - - - rage lr,B , S e / D i Driveway O. B, _-_ I(, COLOR TRIM U / i r , m _ c k1N `O M. Bldg. Extension1# Extension - ��d 6 i� Extension J 6 Foundation Both. Dinette Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms lst Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. Dormer Driveway Total S^ 0 REVISIONS RIVERHEAD BUILDING SUPPLY 1.0 DESIGN ASSUMPTIONS 2.0 PRODUCT IDENTIFICATION 1Con1'd) 4.0 CONNECTIONS Carl 6.0 STEEL FRAMED TRUSSES 2.2 Marina/Ware owns the following regksberea trade manic: 4 5 Minimum weld throat thickness in must match orexceed the A,1 All mosses are to be constructed using UNPUNCHED material. Location:Greenport,New York base steel thickness of the thinnest connerledrpart unless p�G_ Ry Design Based on:New Vork Building Code TRUSS-RITE STUD RITE, JOIST-RITE, naletl oNerwisa. 8.2 Splice requirements are to be determined through engineering Wind Load:Compensate and Cladding analysis, P° a L..", MarinoNJara system components mdlltle: � 4�fi Minimum weld Nmo[Ihickness jp must lrlalch or exceed Ne Basr,Wind Speed: V=120 mph(3 Sec Gust)(perA a Dwg.MAe) base steel thickness of the Ihinnesl concealed part unless 6.3 Truss bracing will be installed at the time the roof is erecle Mean Building Height h =26.00 R -WSC-55D:Cwlam wall stile op'p to veNrsl suAuce. noted otherwise. Failure to Install bracing at[his time may compromise the Min.Building Width: w =128.00 ft WSC-1500 MM.Lu al integrity of the building. R Impotence Factor: I=1.00 -WSC.CUtdggsr: Curtain wall slide clip to horizontal oudace, Expasuw: B -WSC-DaOex: Curtain wall top slitle clip to boiler ef!;lructuw. 6.4 Temporary bracing shall be provided and remain in place u !ociky Pressure Cliwfidenc Rz=1.00 3T 1000: 3-5/6"Wall Stud-. the work is completely stabilized. Wind Directionality Poolor:Kd=0.85 6 r-1000: G'9V ull Studs 5.0 STUDS f9r Topographic Factor: Kzt=1.0 8.5 Roof diaphragm design Is the responsibility of the engineer of i�yn,ti� Basic Vale,ly Pressure:qv=0,00256'Kz'Got'Kd'I'V2 5.1 All field cutting of studs must be done by sawing or sheanng. record. Fp,Rd Internal Pressure Coefficient:GCpt= 0.19 Torch cutting of cold-formed members Is unacceptable. Design Wind Pressure: P=qv'[(GCp)(GCpI)) 3.0 GENERAL Sane,Load S=45 psf(per Arch.Dwg.HA5) 52 No notching or caping of studs Is allowed,unless stated within r� Dead Load(Tap Chord)D=10 psf(per Arch.Dwg.HAG) 311 Dimensions shown in this shop drawing parkage are for design this shop drawing package. 4 Dead Load(Bottom Chard)D=3 psf(per Arch.Dwg.HAG) rehence only. Contract drawings should he used In 5.3 Ends of studs must seat firmly in runner hack,which must have IL IL 4 Inlerlor Zone du Lecturing exact tits asses and all conditions should aa field Walls verified before erection. full beads,on structure. P=5.08 Pat Walls-Comer Zane 3,2 MannoNVare does not assume any responsibility for rile 5A Splicing of wall studs is nal.allowed,unless otherwise staled ¢ 4r P=5.08 sf adequacy al the primary structure antl foundation deans, within this snap drawing package. Z 9 P Edge Zone.a=min(0.1"w or 0 4-h)=10.4'>3'or A 3,3 All cconcerns.shall be complete as par the plans Mail 5.5 Framing fabricator is le ensure punchout alignment whenDailQ �,ry specifications at the time of installation. Failure to promptly assembling lateral bracing and field coming studs to length. ai = Exterior C is(M J F Exterior Walls(Metal Siding)=0600 complete connections may compromise Na slruclurl:rdegdty, Lateral bracing must beInstalledhis time ae may time pr wail is erected. of thatbuiltling. Falun to Install bracing al this lima may compromise Ilse O m 34 Precautions must be taken to avoid construction loads slruclural integrity of the building. m z 2.0 PRODUCT IDENTIFICATION exceeding design live loads. Construction loads have not been 5.6 Temporary bracing shall be provided and remain in place until 4 W m coneidered in these recommendations. work is Temporary bra melt's Kalli bed. v 2.1 MarinolWare is a member of the Steel Stud Manufacturers WWW LLI Association(SSMA.com). MarinolWare mee13 or exceeds all :1.5 MwirefWam's recommendations are minimum requir,vnenls at 5.7 Usa a minimum of three studs at the earner of all exleriorwalls. Z 10 product requirements sol.forth by SSMA. The table below iso Marino/Ware member sizes that are adequate for Ne y[ven c. cc m Lnns; i8 Llse a minimum of three studs a(the intersection of all load coduct requirements SSMA8 by SSMA. Tproduct W -___ - - qgaugesa may be skbs0tutl. P� _.__-__ _Waiting walls_(exleri.I orJnlenu). loading conditions asspecified In a Design ssu Marine/Wareas reavker - - --SSMA - - --- _ ____ ___ 3.6 MarinolWare assumes no liabilityfor failure resultingtorn �- Member Depth(Web Size) Incorrect application or installation of the steel fmmmo^yslem. 5.9 Joist or roof memvermust beer directly over stud,,-Ifnut;a - - - -- -- ---- -- - --- ----- - Martno7Ware steel laming products must not be used in Ne suuclural member(by others)is required on lap of runner brats Member Depth SSMA Main.mme design of a somiure without complete and detailed evaluation for proper Meaning and anchorage. (Web Size) to verify any Particular produc83 suitability for use in spy t fi' son T skuchn.. This verification must be accomplished by!he 5.10 Studs from floor above must beer directly over joists. Ifnaka owner's architect and/or stmcional engineer of record. s lructurzl member(by others)Is required on bop of joist for 3-5/6" 362 3-5I9" W so 7 Marinof/are she drawings are intended to he used t, proper g T 1 o er hearin P 9a N 12' 1200 12" Abinin/Ware light steel fronI products. The use ar tiny light stoat flowing products that ere not manufactured by MarknofWare,unless speckled In the shop drawings, Ia silicify 9 4rfV z Member Type ^- promblle!and will resin In r ulllficanim afire prefessainal : engineers seal and any implied support by ManI its. Member Flange , i J TYpe SSMA MarinoANare Witlth 6"SW 115 gs „ _ 3137 CW 1.318. 1. UI_L � LOth3is 3162 SW 1-5/6' 4.0 CONNECTIONS ; ...`. u 5900 J 2' Studs 5250 JE 2-112„ 4.1 All metal to metal Specification connections are basad on w.aion E4 e- 6OUS162-43 5300 J% 3^ of the ural emAISens which onto Design offold-Ponied Steel _ m )ft_. t I) u Structural Members which alllnes provismns for meW!to metal 5350 J%iN 9-112" screw connections. tv to Trudy T126 T 1-0/4" 4.2 Far crews 114"minimum clearance must he maintained from - -- - -- - _--- - ---- - - - -- -'r20all crisis stemhers.-A314"kinnimu-mon-cnle- a ve Ue - --. - -- - spacing muss be maintained between adjacom sciew.s.. Maierinl Thickness/Gauge 43 Parader dkwen fastener systems,expansion anchor sy!ions, ~ a masonry scrmv syskvns,end adhesive anrhnr sy:;cmc ---- -- -------- L -- -- - -- Ucsign --Minimum --Color ---- -connections aro hasedira filemlure pnbllshcd by Hllli Fastening- - -��O�E�$ i1lt,]EiiS'4� Usit-of_pieawdnaa Mills _ Gauagege Thickness Thickness Code Syslems,Inc. Allemale manufacturer s laslenem of-i -- - - - comparable apedbca9ons and load capacllles are acr:Plable. 33 26 .D3gs° .mzg^ white DAN CHU, P.E. � N 43 15 0951" .0426^ yellow 4.4 All..load connections ane to be Performed in accardal¢o with LSF-1,0 GENERAL NOTE$ K the la[e5L version cfAWS D1.3 98 specifications for Welding _ E-Mail:dchu@marinowam.com LSF-2.0 --TRUSS PROFILES- - e - - - 54 - 16 .01986 .0538' Gratin Sheet Steel to Structures,Refer ma AWS D19.1]Weliiig Zinc Phone:(678)660-1312 Be 14 .0713" .0677" Oran a Coaled Slee[and ANSI standard Z49.1 larinformalion Fax: (6715)686-1379 LSF-3.0. TYPICALDETAILS 3 2 97 12 .1017" .0969" Rod regarding safe welding procedures. 777 Greenbelt Pkwy.,Griffin,GA 30223 GENERAL ^1A '0 .1292" 1190" Blue vnvv7,marinpware.com )VOTES care.xaeaaRi LSF-i"G ❑ REWSIONS ❑ . TRUSS NOTES: COMMON TRUSS SPACING = 2'a.c. ALL TRUSS MATERIAL MUST BE UNPUNCHED. h (5)1/4'-14 SCREWS 6' -� AT EACH LOCATION. \A.1� 35ST18 (365T125-43), - C / T 33ksi RUNNER TRACK. 1 AS BRACING w/(2)$10-16 TOP CHORDS USE: N� SCREWS IN EACH FLANGE. 12 6SW14 (6005762-66), +� � 356T18 (365T125-43), 6 50ksi (U,N.O.) I 4 33ksi RUNNER TRACK, AS SCREWSINN EACH( ) LANGE. WEB MEMBERS USE: I fA m x 6SW15(6005762-54), (� Q o 50ksi (U,N.O.) } r = .. w j V 1 BOTTOM CHORDS USE: J LSF-3.0 6SW14 (6005162-68), a-p 8.7. 50ksi (U.N.O,) m Z1 Z n m - O W.W LLI cc �4'__ __._�_-_- _.4!_ �. -4'.- _.- 4' 4 �_ ILIA COPE BOTTOM CHORD w ---- - -FLANGES AS NECESSARY. ---- - � (6)1/4"-14 SCREW TRUSS PROFILE S _ nCOMMON TRUSS `J=(/1 R - U; J 0,2003 IN � e TRUSS: . PROFILES LSF-2.O eo REWSIONS WELD TO 1 t BEAM PIAN VIEW (5)1/4'-14 (4)1/4"-14 (x)1/4"-14 WELD TO STUD t 1 $v'P i WELD TO (5)1/4"-14 gIB0/E16C0 BEAMCL t 1 � Q N c C7 a ao q TRUSS CONNECTIONS TRUSS WELDED TO STRUCTURAL BEAM m Z'2 Lu aW � 4 2 t7 a --- - w Wu ^' 0031 p 3 a Mill Kyo = fix TYPICAL DETAILS Oxo.NUYBFR: LSF-3.0 DRAWING INDEX INLAND BUILDINGS NO. TITLE 2141 SECOND AVENUE S.W. 1,1A GENERAL INFORMATION GENERAL NOTES a7,13,13,10 CULLMAN, AL 35055 3,.4,5 REACTIONS ALL PLAN 1, ALL COLUMN BASE PLATES SET AT FINISHED FLOOR UNLESS NOTED. PHONE: 800-438-1606 6,6A ROOF FRAMING ROOF SHEETING RIGID FRAME ELEVATIONS 2, COLUMN FOOTINGS AND PIERS MUST BE DESIGNED TO WITHSTAND FAX: 800-438-1626 11,12,13 RIGID FRAME ELEVATIONS o HORIZONTAL AND VERTICAL REACTIONS. REACTIONS ARE GIVEN IN KIPS BUILDINGS (1 KIP = 1000 Les). 14,15,16 SIDEWALL ELEVATIONS 3. INLAND BUILDINGS ASSUMES NO RESPONSIBILITY OR LIABILITY FOR 17,18 1 SIDEWALL ELEVATIONS z w FOUNDATION, FLOOR, OR SLAB DESIGN OR CONSTRUCTION. 19,20,21 ENDWALL ELEVATIONS 4, THE DESIGN OF HAIRPINS OR TIE RODS TO CONTROL THE HORIZONTAL 22 DETAILS ,. FORCES SHOWN IS NOT FURNISHED BY INLAND BUILDINGS. 23 SKLWED LJALL-'DE4Yu` 5, ALL ANCHOR BOLTS INCLUDING NUTS AND WASHERS FOR SAME ARE 1Z �I.IA/I 1.J11Yptf'� NOT FURNISHED BY INLAND BUILDINGS. BOLT LENGTHS SHALL BENBNFI F' DETERMINED BY THE FOUNDATION, DESIGNER. MATERIALS SHALL Rlx exnt xwrBCX�16 e�.Na CONFORM TO ASTM A307 OR EQUAL. b 6, ALL FRAMED OPENINGS ARE TO BE FIELD LOCATED & FRAMED OPENING ANCHORS ARE TO BE FIELD DRILLED. ALL JAMBS SET AT rn FINISHED FLOOR UNLESS NOTED. SEE "TYPICAL FRAMED OPENING q DETAILS" DRAWING FOR ANCHOR BOLI LAYOUT. WHEN F.O. IS IN NOTESDESCRIPTION MASONRY, THE MASONRY OPENING SHALL BE F.O. WIDTH PLUS 6". 995-00755 SS PURLIN STRAP INSET 7. FRAME RAFTERS OR BEAMS ARE NOT INTENDED AS WALKING / oN WORKING SURFACES. 963-001 INSET SIDEWALL GIRTS -3 D B. ANY FLOOR DECK OR ROOF OPENINGS ARE TO BE FIELD CUT PRIOR 965-002 INSET SIDEWALL GIRTS c.11 TO "FILLING IN" WITH OTHER MATE)iIALS. 952-101 INSET ENDWALL & INSET SIDEWALL GIRTS 9. WIND BRACE CABLES OR RODS ARE NOT DESIGNED TO BRACE THE 964-103 INSET ENDWALL GIRTS STRUCTURE DURING ERECTION. TEMPORARY PLUMBING, CONSTRUCTION 953-301 RAKE CANOPY n AND SAFETY BRACING (NOT BY INLAND) SHALL BE USED AS 964-351 FRAMED OPENING REQUIRED. ACCESSORIES 001-651 SS20 ROOF PANEL 10. REPAIRS. REPLACEMENT OR FIELD MODIFICATION OF ANCHOR BOLTS BY BY THICKNESS 4 o ARE NOT THE RESPONSIBILITY OF INLAND AND MUST BE APPROVED NONE 001-652 SS20 ROOF PANEL BY THE PROJECT ENGINEER OF RECORD. OTHERS INLAND OVER ZEE ROOF INSULATION: 001-677 RAKE CANOPY W/O SOFFIT m 11. THE CORRECTION OF MINOR MISFITS 8Y THE DEE OF DRIFT PINS TO 002-681 EAVE TRIM DRAW COMPONENTS INTO LINE, SHIMMING, MODERATE AMOUNTS OF WALL INSULATION: 002-682 RAKE TRIM REAMING, CHIPPING AND CUTTING, AND THE REPLACEMENT OF --- MINOR SHORTAGES OF MATERIAL MAY BE REQUIRED AND IS NOT �BLDC5.02 & 03 001-685 RIDGE TRIM THE RESPONSIBILITY OF INLAND. THERMAL BLOCKS: ow-803 RW WALL PANEL 12, THE ERECTOR 15 RESPONSIBLE FOR VERIFYING PROPER ELEVATION OF ROOF CURBS: o—BL.OG.02 961-832 RW FRAMED OPENING TRIM FRAMES AT THE TIME OF INSTALLATION OF THE FRAMES. SHIMMING MAY BE REQUIRED TO ACHIEVE THE PROPER INSTALLATION. Z SKYLIGHTS: O T 13. INLAND IS NOT RESPONSIBLE FOR ERECTION SEQUENCES, METHODS, n TECHNIQUES, OR SAFETY OF ERECTION. WALL LIGHTS: a 14. INLAND IS NOT RESPONSIBLE FOR SHORTAGES UNLESS IDENTIFIED I I � < IjT d' C AT THE TIME OF DELIVERY. j - WALKDOORS: ® .4 — 15. THE ERECTOR 15 SUPPLIED WITH ONE PUSH-ON RETAINER (FLAT 9 ut LOCK WASHER) #20-345 PER LAPPED GIRT CONNECTION, TO AUG JJI �1 WINDOWS: N SECURE FIRST MEMBER WHILE INSTALLING THE SECOND MEMBER. AUG 1 211113 O "� } THIS- 9 F aR Z ifi. LONG TRIM MUST BE HANDLED WITH CARE TO PREVENT DISTORTION. - V- m ` -- � .RIE`$sw B I, Z o o Ln __I t W d 0 Q 0 C > —0 N LjJ Z O O W 0 J THE INLAND ENGINEER 15 NOT ACTING AS WE ENGINEER 0 m ENTS ROOF PROFILE OF RECORD. THE ENGINEER HAS E COM THE J WALL PROFILE OESGNEDR AND SUPPLIED BY ANCE OF WE BUILO�GS AND THEIR — — _ — _ _ _ — ` — _ _ _ _ _ _ _ — — ` _ _ _ _ — _ ` _ _ — _ _ ADEDOACY TO SUPPORT OWNER-DESIDNTS. LOADINGS, IMPORTANT BOLT INFORMATION ASS.HawwwN,THE CONTRACTTY,EVRESSE R IMPLIES NOT.CON'WUTE A WARRANTY,EXPRESSED OR IMPLIED, Back Sidewoll TWO GRADES OF 1/2"0 BOLTS ARE USED IN THIS A5(IbTZ,NYrbTKEfl FUNCTION, PURPOSE, OR eoNDmau. BUILDING, AaQ7 AND 8.72$, THE A325 BOLTS ARE Le It Right USED FOR ATTACHING ENDWALL COLUMNS TO RAFTERS. THEY ARE ALSO SOMETIMES USED FOR C Endwnll ndw011 F• n.. x PAINTED SIDE PAINTED SIDE CERTAIN PURLIN RAFTER CONNECTIONS. REVIEW Cbr Rt( (7k''" •" PLANS AND DETAILS FOR SPECIFIC INFORMATION. 2-3/4" Front Sideweu '7` ? 1_20_1 II PIAN ME sk BUILDINGS + 36" tj STANDING SEAM (SS20) PANEL High Side of (I � C C INLAND SECOND AVENGE s.w. RIB WALL RW9 PANEL FRAMING FINISH . . I INLAND BUILDINGS U ( ) SlOgle SW"v P�} iC� PHONE 600-UB51506 �� PRIMARY FRAMING FAX: 100-4N-1626 Bock Front (MAIN FRAMES & ENDWALL FRAMES) �65^ ``�„, Sidewoll GRAY PRIMER .� Sitlew011 (WIND COLUMNS & BENTS) '�,: INLAND JOB NO. .It Side) (Right Side) SECONDARY FRAMING 'aaA'F:>"',r(rP1,(^4k=-` 0011 z-o1,oz,o MEW FROM LEFT ENDWALL (GIRTS, EAVE STRUTS, PURLINS DOOR/FRAMED OPNG. & CLIPS ETC.) GRAY PRIMER DWNG, NO. 1 BUILDING DESCRIPTION BUILDING DESCRIPTION BUILDING DESCRIPTION Width (It) = 48 Width (it) = 115 Width (18L=_49 • INLAND BUILDINGS Length (fl) - 115 Length ( 0 = 73.75 Length I30.292 Le It Eove Heigh[ (it) - 14 Left Eove Height (Il) = 20 Left Ed. eight (Il) 12.833 2141 SECOND AVENUE S.W. + Right Eove Height (fk) = 14 Right Eove Heigh[ (4) =20 Right Cove Height (ft) = 12,B33 Lei[ Roof Slope = 8.0:12 Left Roof Slope - 1,0;12 Left Roof Slope = 1.0:12 ' CULLMAN, AL 35055 Right Roof Slope = 6,0:12 Right Rao[ Slope = 1,0;12 Right Roof Slope = 1.0:12 Distance to Ridge (from left ..IJ) = 24 Distance to Ridge (from left wall) = 57.5 Distance to Ridge (from left wall) = 24.5 PHONE: 800-438-1606 N Left Endwall Boy Spacing 2 01 24 Left Endwall Boy Spacing 1 at 12 Left Endwall Bay Spacing 1 of 49 24 FAX: 80D-438-1626 Right 11 dwell Bay Spacing 1 .5 15.25 Rigel Endwall Boy Spacing = 1 .7 12 Rigel Entlwall Boy Spacing 2 0[ 24.5 9a a Left Ell Boy Spacing e 1 0l 10.5 Sitlewoll Bay Spacing e 1 at 25.75 Sitlewoll Bay Framing e I at 1 wring BUILDINGS = Celt Cntlwoll From. ram Type Rigid LeftRight Entlwall Frame Type = Rigid Left Endwall Fromm Type = Rearing g Rigel Entlwall Frame Type = Rigid Rtghl Entlwall Frame Type r Rigid fllghl Entlwall Frame Type = Rigid Main Frame Type = 5 rigid frames, clear Spon Main Frame type 2 horizontal peaty frames Main Frame Type = I rigid frame, clear span Left Endwall Girl T e = Bypass Left En Cwall Girl T e = Bypass Let Entlwall Girl Type = Flush yp yp yp r Right Endwall Girl Type Bypass Right Endwall Girl Type Flush Rigel Endwall Girt Type = Flush Front Sitlewoll Girl Type =Bypass Front Sitlewall Girl Type =Flush Front Sitlewoll Girl Type =Flush I I o Back Sitlewall Girt Type = Bypass Back Sitlewall Girl Type = Flush Back Sidewall Girl Type = Flush / ■p■ Real Wind Bracing =Cable Diagonal Bracing Roof Wind Bracing -Cable Diagonal Bracing Roof Wind Bracing -Coble Diagonal Bracing t front Sitlewoll Bracing =Wind Bents Front Sitlewall Bracing =Cable Diagonal Bracing Frani Sitlewoll Bracing =Cable Diagonal Bracing Elk bAp4 Ywf,LID05 ASDOWWI Back Sidewall Bracing = wntl Ben[s, Back Sitlewoll Bracing = Cable Diagonal Bracing Bock Sitlewall Bracing Coble Diagonal Bracing Left Left Endwall Bracing = Rigid Frame Left Endwall Bracing = Rigid Frame Left Entlwall Bracing = Panel Shear t Right Endwall Bracing = Rigid Frame Rigel Endwall Bracing = Rigid Frame fllghl Endwall Bracing = Rigid Frame f U 0 DESIGN CRITERIA DESIGN CRITERIA DESIGN CRITERIA Dead Load (pat ) = 2.5 Dead Load (psi ) = 2.5 Dead Load (psi ) 2.5 p, Collateral Load (psi ) = 10 Collateral Load (Psi ) 10 Collateral Load (psi ) = 10 Raul Live Loatl sl ) = 70 Ra.l Live Laod ( sf ) = 70 float Live Load (psf ) 30 Frame'Llve Laod psf ) 30 Frame Llw Load Ppsl ) 30 From Live Laod jpsi ] = 31.7 Roel Snow Load psf ) IB.9 Roof Snow Loatl (psf ) 18.9 Roof Snow Lood pef ) 21 Wind Speed (mph ) 90 Wind Speed (mph ) 90 Wintl Speed (mph ) = 90 Ae Wind Code = IBC 00 Wind Code IBC 00 Wintl Cotle = IBC 00 Building Code = IBC 00 Building Cad. = IBC 00 Building Code = IBC 00 wntl Exposure = C Wind Exposure = C Wind EAp....s = C zw Closetl/Open Closed Closed/Open Closed Closed/Open - Closed Wind Importance 1.00 Wind Importance = 1.00 Wind Importance = 1.00 3 e Seismic Ceelf Aa Col 0.240 Seismic Coeff (Aa, Ca 0.240 Seismic Caen [[A. Co) 0,240 Seismic Zane Bt ONLY) _ - setsmtc Zone (TIBC CBCT) _ - Seismic Zone (UBC ONLY) _ - as < i Siesmic Importance = 1.00 Siesmic Importance - 1.00 Siesmlc Importance 1.00 Snow Importance = 1,00 Snow Importance = 1,00 Snow Importance = 1,00 BUILDING —01 BUILDING —02 BUILDING —03 Z O T f1 CL QitC BLDG- 01 BLDG- 02 BLDG- 03 :5ia m do O > > mZ z ? _ D TIT C o U)PANEL, TRIM AND PANEL, TRIM AND PANEL, TRIM AND `a � � I mn ACCESSORY INFORMATION ACCESSORY INFORMATION ACCESSORY INFORMATION tETiONF, � z ROOF PANELS ROOF PANELS w/� ROOF PANELS THE INLAND ENGINEER 15 NOT ACTING AS THE ENGINEER V VO ED TYPE: SS20 GAUGE: 24 COLOR: Galwlume TYPE: 5520 GAUGE: 24 COLOR: Golvolume IY RECORD. THE ENGINEER HAS CHECKED THE J 7YPE:'t3 DECK GAUGE: 22 COLOR: GRAY UL90 CERTIFICATION: YES UL90 CERTIFICATION: YES STRUCTURAL,PERFORMANCE OF THE COMPONENTS 'T IF S5: IF 5F: DESIGNED AND SUPPLIED BY INLAND BUILDINGS,ANO THEIR ADEQUACY TO SUPPORT OWNER-DESIGNATED LDAGINGS, CLIP HEIGHT: 4_0 CLIP HEIGHT: 4.0 AS SHOWN IN THE CONTRACT DOCUMENTS, THIS DOCS NOT CMSTIWTE A WARRANTY, EKPRESSEO OR IMPLIED, WALL PANELS WALL PANELS WALL PANELS AS 70 MY OTHER FUNCTION,PURPOSE, OR CONDITION: , TYPE: NA GAUGE: NA COLOR: NA TYPE: RW GAUGE: 26 COLOR: Dover Send TYPE: RW GAUGE: 26 COLOR: Dover Sand 1 TRIM TRIM TRIM RAKE: GAUGE: 26 COLOR: Snowdrift While RAKE: GAUGE: 75 COLOR: Snowdrift White RAKE: GAUGE: fi COLOR: Sn.wtlriR While EAVE: GAUGE: 26 COLOR: Snowdrift While BUILDINGS -2— GUTTER: GAUGE: 26 COLOR: Snowdrift While EAVE: GAUGE: 75 COLOR: Snowdrift While EAVE: GAUGE: 26 COLOR: Snowdrift While GUTTER: GAUGE; 26 COLOR: Snowdrift While GUTTER: GAUGE; 28 COLOR: Snowdrift White DOWNSPOUT: GAUGE: 26 COLOR: Snowdrift While INLAND BUILDINGS DOWNSPOUT: GAUGE: 26 COLOR: Snowtlrifl Whita HEADER: GAUGE: 26 COLOR: Snowdrift While 2141 SECOND AVENUE S.W. , DOWNSPOUT: GAUGE: 26 COLOR: Snawdrlll While JAMB: GAUGE: 26 COLOR: Snowdrift While PHONE; . AL]5055 HEADER: GAUGE: 26 COLOR: Snowdrift While BASE SEAL! GAUGE: 26 COLOR: Snowtlrill While Fix 9gao4479-1626 SILL: GAUGE: 25 COLOR: Snowdrift While JAMB: GAUGE: 26 COLOR: Snowtlrilt While INLAND JOB NO. BASE SEAL: CADGE:'!� COLOR: S how tlrifl An _ CORNER: GAUGE: COLOR: Snowdrift While C0112-01,02,0 Dli NO. 1A Q J Q Q Q o Di.= 3/4' I C I 120'-D' OUT-TO-OUT CONCRETE 27'-1 1/2' ,1 4B'-0' OUT-TO-OUT CONCRETE 72'-0' OUT-TO-OUT CONCRETE 0. 1. l r g IT r� HC7 = CI : I = I T• G 4 7 Al D2 - E2 E2 F2 a 0" 6m HD1 01 HI AzHI �-• I � W t- S BLDG-03 BLDG-02 T N 132H P n qm 5 HDI Old ffW4- r JE 4' S.` h 6 e E 2 110 rj m < z w 'rI I ry 6~ u z o o a 0 4 ✓I z z �3 p G2 :G72 �+ H D1 D11 a I a I o-C2H1 4 BLDG-01Ln o O 0 p I O O O_ Z [l pD( � Q � � C n n 5-3 3/4" HIS P1!`Id.d * 0 1S Fi��. n 01- C' O' In ry r N N v JOB EIZECTIal` J m Z u 2 3 H D, 01 H I m m O In B2H I o > v o m O ii b 0 I .. o o U o o z ry ry — THE INLAND ENGINEER IB NOT ACTING AS 7HE ENGINEER < 0 m OFRECOR . THE ENCINEER HAS CHECYED THE J STRUCTUPAL PERFORMANCE OF THE COMPONENTS �I 1..I DESIGNED AND SUPPLIED BY INLAND BUILDINGS. AND THEIR 2 I••I Dl Dl I--I A2H ASEMACY SHOBry IN THE CONTRACTS DOCUMEENNTS EO THIS DOES' n ,• I NOT CONSTNTE A WARRANTY.EIPRESSED OR IMPLIED. "p AS TO ANT OTHER FUNCTION. PURPOSE. OR CONDITION. LI , m BI Al D2 E2 E2 F2 ry HGI I I " ' I I I • 'i v v a 3' 70" BUILDINGS INLAND BUILDINGS 1'-1' 14'-2" 6-S" '-11' 24'-0" 24'- ' 23'-7" 5' 2141 SECOND AVENUE S.W. CIILLMAN,Al.35055 ° A 1 BC 1 D E F PHONE: BOD-436-1006 FAY: 800-435-1626 INLAND JOBN0. ANCHOR BOLT PLAN C0112-01,02,0 NOTE: All Bose PIOIBB 0 0'-D' (U.N.) DWNG. NO. 2 WIND BENT REACTIONS LOAD COMBINATIONS QG T COLUMN LINE t Reoclten. Lin. Lin Wind(k ) Selemiofk ) Loc -- - --- --Ver ---Harz VVerl III Oe.crlplion __ ____ ___ ____ ____ ___4 __OS F_SW A 6 1.44 1,51 1.04 1.09 - -------------------- P_SW A 5 1.44 1,51 1.D4 1.09 1 DL+CO+LL FIH B SW C 5 1.44 1.51 1.04 1.09 2 DL+O0+D.75LL+0.75WL1 B SW C 6 1.41 1.51 1.04 1,09 ] 06ML+0]5LL+0.75WA1 1 O.6WL+WL7 V I V 5 O.60DL+Ln 7 C.6WL+LnMTdL 7 DL+O+L.ftdR in 5LL 8 OL+C0+0.75LL 9 0,6wL+WR1+WS Ip 0,600E+YAl+YS RIGID FRAME; BASIC COLUMN REACTIONS III H H y n ANCHOR BOLT SUMMARY From. Column ----Dead-----Collateral- ----LIVe---- --Wnd_L1--- --Wad-R1--- --ti--- IV I 4 t Line Line Hor4 Vert Here Vert Hunt Vert Hariz Vert Hari? Vert Horiz Vert 6 C 0.90 2.54 2.70 6,44 7.24 17.28 -4.62 -4.9B 2.43 -3.51 -4.56 -1.69 FRAME LINE ---- 6 A -0.90 2.54 -2.70 B.44 -7,24 17,20 -2.43 -3,51 4,62 -4.98 -2,19 -023 Onl Lou (I^) P(onl Frame Column --Wnd_R3--- -Seimnic_L-- -Seiemie_11-- -FIUNBIL 1- -FIUNB_ll 2- RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS. R BASE PLATES o _________ _____ _____ Line Line Hort? Vert Hol Vert Hori? Vert Hari, Vert Hertz Veal 6 C 2.19 -0.23 -0.28 -0.16 0,28 0.16 1.75 7.24 4.75 15.44 _________________Lelumn Reaction. (k )------------------------------------ 0 12 EW 3/4" '7,00 6 A 4.8fi -1,69 -0.28 0.16 0,28 -0.16 -4.75 15.41 -4.15 7.24 Fr;;T Loud Hmo. V Loud Hmin V Arm Bot Blue Plate (In) Craul _ 0 56 qF ]/4" 3.00 Line Line Id H Vmap Ill H Vmin No D(in) Wit Lan 7hk (In) u Lin.rraColumn Hone Vert -Collateral-er Hart, .Vert --Wntl_Ll___ H.r;,fl1___ --Wntl_L2___ _____ _________----__--__-_-----------------_____----__ ,Vg Ltne Llne Horiz 1.0rl .61 1.51 Horiz .32 Horiz Vert Hori> Vert Kor2.45 1.27Vert ---- F 7 C 0.30 1,01 061 1.61 1.50 6.32 -1.69 -2.09 1.69 -0.58 -2.45 -1.24 ] • C 3 3.3 0.9 1 -2.3 -0,7 A 0.750 11.p00 12.75 0.375 0.0 ] A -0.30 1.01 -0.81 1,61 -1.50 6.32 -1.69 -0.58 2.42 -2.09 -1.66 0.21 1 2.4 B.9 6 0.3 -1.7 7 • A 1 23 -.9 2 -3.3 1.7 4 0.750 8.000 12.75 0,375 0,0 Frame Column --Wind Vert Hart.-Salic_ert -Selxmic_ert Houtz _e 1- H.r;r _e 2- I -2,4 B.9 ] -0,3 -1.] 7 Llne Horiz .24 Hortx Vert Harii Vert 1.07 1.8rl Harii 86 i 7 C 2.4 1.24 -O,W -.04 0.07 0.04 ,,.0 1.81 TO] 3,86 7 • Frame line.: ) 1 r c 7 A 2.45 -1.2] -O.W 0.04 0.07 -O.D4 -1,07 3.85 -1,07 1.81 r 6 From. liner. 6 5 4 3 2 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, h BASE PLATES 7 • Frame line.: 7 1 w -----------------Column R...if.. (k )_--_-_---_----__-_ --------- 4] t 3 Grout ENDWALL COLUMN: REACTIONS. ANCHOR BOLTS, h BASO PLATES LI a Line. CalLo oadHH oA Viral. lIII eadHH In Vmin ANo D(n) Wide PILI (In (In) n b r' --------- ----------- ---------------------- - --------- ---------Column-R...Van. (k)------------------- 6 C 3 10.9 19.3 4 -4,3 -0,2 4 0.]50 8,000 16.50 0.375 0,0 Out-Ol-Pion. ----------------------- 1 10.0 26.3 6 1,2 -6.6 rt o Line Line Deo Cerll Ve•1 Hill Left Hori Vert Hertz HHi HWal P HaTS ANc�rnO Bads. PILI.(in) inF Gran l 6 A 5 4,3 -0.2 2 -10,9 19,3 4 0.750 6.000 16.50 0.375 0,0 (in) 1 -10.8 26.3 7 -1.2 -6.5 --------_-----------___________________--------- _ BLDG- 01 7 B 0.3 0.0 0.0 GA 0,0 0.0 0.0 4 0.750 8.000 8.250 0,375 00 6 Frome line.; 6 5 4 3 2 1 At 0.3 0.0 2,0 -O.B 0.0 O.B OD 0.0 0,0 4 0.750 8,000 10.25 0.375 0.0 so 1 B 0.3 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 4 0.750 8,000 8,250 0,375 0.0 REACTIONS/DETAILS meil ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, k BASE PLATES ------------------Cdumn Reaxlione (k )_-_-_-------__-_------------------__ Frm Col Load Hmo. V Load Hmin V Ano. Bd11 Blue. Plate (int Grout Line Line Id H Vine. Id H Vmin No 0(in) Wd Len ),1k (in) -____-•.-- ---------_-__--------------------------___-___-____ 7 G a 0.0 O.] 4 0,750 8.000 11.250 0.375 0.0 I Al 9 0.8 0.2 10 -a.e 0.2 4 0.75D 8,000 10,25 0.375 0.0 1 0.0 2.3 I B e 0,0 O3 4 0.750 8.000 8.350 0.375 0.0 O n BRACING REACTIONS, PANEL SHEARLin (� D f RdI---if.. (k ) Shell pr O1 --W.II-- Col Hart Vet Hoo. Vert Shear Lou- _ine_Line- Hart Vert -- Vert- Ill----- m .��- .- W L_EW 7 Rigid Frame At Entlroll - } F_SW A Intl Bent In Wall M z U R_EW I Rigid From. At Entl+all DO B_SIN G Wrid Real In Wall • Z v ` O °w Q N THS Rgr g & '@ L a Q Ej ERE C a>- . LLj o o THE INLAND ENGINEER 19 NOT ACTINO AS THE ENGINEER 0 DO OF RECORD. THE ENGINEER HAS CHECH6D 1HE J STRUCTURAL PERFORMANCE OF THE COMPONENTS DESIGNED AND SUPPLIED BY INLAND BUILDINGS, AND THEIR ADEQUACY TO SUPPORT OWNER-DESIGNATED LOADINGS, AS SHOWN IN THE CONTRACT DOCUMENTS. THIS DOES NOT CONSOTUTE A WARRANTY.EXPRESSED OR IMPLIED, AS TO ANY OTHER FUNCTION, PURPOSE. OR CONOITION. STEEL LINE BASE ANGLE OR GIRT 3/16" X I -0' (MIN( O 2 O.C. N PROJ NOTT BY BY BLDG.G.MFGR. 1 I LINER PANEL IF REQUIRED. BUILDINGS I FINISHED FLOOD OR TOP OF I WAINSCOT ON CURB. INLAND BUILDINGS Dia= 3/4, I I 'pa Diu= 3/4• Ra Dia= 3 4• I 2141 SECOND AVENUE S.W. s 6• DO- 3/4° WAINSCOT OR CURB, If flEOUIREO. wLUMAN,Al.35055 C,`a r� V. 3 �� FAX; 600-436M626G6 WT OF CRETE RE oIo 3. ANCHORBOLT 512E PROJECTION AND CONCRETE L rL 3 4' 3" Ba D TAIL oIo 0 010 o ala 3, oIo 1 3 INLAND JOB 140. z ,/2�I2112" D' 2 , 2" 2T z 1o" 2�11I iriD z ,M2"1112112"10• 1 ) a" 3 t 2' 00112-01 in EW w vi 1 1/2" 3 1 2 DWNG. 140. See Plan See Plan -� Sw See Plan ANCHOR BOLT PROJECTION 3 DETAIL Al DETAIL 81 DETAIL CI DETAIL Dl ANCHOR BOLT SUMMARY RIGID FRAME: BASIC COLUMN REACTIONS (k ) -_--- HlFrom. Column ----Dead ----LI•e---- --Wind-1.1--- --Wind-91--- --Wntl-L2--- _________ _____ Line Line Hmlz Vert Haul. Vert HVert Hertz Val Hari, Vert 1111.4wSat D 71 1.07 3.99 1.66 6.07 4.95 IB.Og -4.27 -9.19 1.39 -4.62 -4.52 4 COLUMN LINE Ont Loc Did Proyy' D • 4 -1,07 3,99 -1.65 6.07 -4.95 18.00 -1.39 -4.62 4.27 -9.19 -1.13 -0,87 (in) (in) D • O 57.5 0.00 10.27 DOD 16.81 0.00 50.25 0.00 -18.56 0.00 -18.56 D,00 -9,65 F --------- ----- ---- --Wna_R2--- Seismic-L-- -5sionicli-- -FIUNBLL 1- -FIUNBLL 2- 0 20 EW 3/4' 3.00 Frame Column - O 44 RF 3 4" 3.00 Line Line Hwix Val Hwiz Vert Hwiz Vert Horix Vert Horiz Vert / D 71 1.13 -0.87 -0,95 -0.30 0.95 0.30 2.91 1.97 2,80 18.61 D 4 4.52 -5.44 -0.95 0.30 0.95 -U.3D -2.80 ISAD -2.91 1.97 ' D O 57.5 0.00 -9,65 0.00 0.09 am 0.00 0.00 29,01 0.00 29.01 Frame Column ----Dead-----Collateral- ----LIw---- --Wni l--- --Wnd_RI--- --Wntl-L2--- Line Line Horix Vert Hwix Vert Horix Vert Hartz vert Horix Vert Horlx Vert 0 71 0.90 2.73 0.92 3.34 2.75 9.9B -3.27 -7.24 0.70 -3.24 -3.35 -5.19 H CI 4 -0180 2.73 -0.92 3.34 -276 9.98 -0.70 -3.24 3.77 -7,24 -0.62 -LIB N H Cl O 57.5 0,00 7,25 0.00 9.19 O.W 27.48 0,00 -14.10 DOD -14,10 0.00 -9.18 m V Di0= 3/4' B• �D 010= 3/4' ?° Frame Column --Wntl F2--- -Seizmic_L-- -SC.mic F-- -f2UNB_LL I- -F2UNB_LL 2- iM IV FRAME LING ____ f I Cl 71 0.62 -1.18 -0,52 -0.17 0.52- 0.17 1.63 1,14 1.57 IO 45 z a F-7 �r°!tl �rolB Line Line Hwix Vert Hwiz Vert Hwix Vert Hari. Vert Hm4 Vert CI 4 3,35 5.19 D.52 0.17 0.52 0.17 1.57 10.45 1,63 1.14 " g •* o Al2 CI O 57.5 0,00 9.18 0.00 0,00 0.00 0,00 tLDO 15,95 O,UO 15.95 3' ad I3Frome Column ----Dead-----Collateral- Liw--- Wntl_L1--- WndlU--- --Wnd_L2---Line Line Hort, Vert Hwtz Vert Horix Vert Horix Vert Hmlx Vert Huriz Vert RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS. k BASE PLATES2 1/2"111" 2 1/2"-1-12 1/2' 7" F 71 0,00 I'm 0.01 0,56 001 4.15 -1.75 -3,65 2.DI O.IB -2,29 -2,97 F 4 0.00 0.42 -0.01 O.Sb -0.01 1.64 -2.01 0.96 IJ5 -2.87 -1.46 1.54 - )� W W r O 12,0 0,00 2.62 0,00 2.15 GOO 12.74 0.00 -4,22 0.00 -6.27 0.00 -3.31 -----------------Column Reoclions (X )---------------------------------- F O 32.0 D.OD 3.75 0.011 3,05 0.00 18.25 0.D0 -9.43 O.DD -5.93 0.00 -7.64 Frm Cel Load Hord. V Lootl Hmin V Anc. Bolll 805. Plate (int Drain a• See Plan See Plan F O 57,5 D.00 2.93 0.00 3.47 0.00 15.48 0.00 -5.61 O.DD -B.B1 0.00 -5.05 Line Line Itl H Vma4 to H Vmin Na 0(InJ Wd Len Hk (in) k' -6,53 0.00 -1.24 _______-____________-_________________-___-___-___ "' G DETAIL A2 DEIAIL B2 F O 03.0 0.00 1.39 0.00 2.14 0.00 9.14 0.00 -3.03 0,00 --------- F OIO],O 0.00 1,02 0.00 2.14 0.00 6046 0.00 -4,30 0,00 -2,28 0.00 -3038 CI 71 I 4,5 16,0 2 -2.9 -3.6 4 0.750 8000 15.90 0.375 0.0 n rt w Dg= 3/4' ?a io= 3/4 B• 5 313 -3. 2 -2,5 16.0 m B" ! Frame Column Harz Vert -Seiemic_ert Her-Setz icVert H.110 _Vet LL Hmlo _e 2- Hartz _s ]- CI 4 1 29 16.5 1 -4.5 16A 9 0.750 8.000 15.00 0.375 0.0 ={4 Line Line 1146 .86 Hwix 0.9 .49 .94 Horix .69 0.01 .02 Horn .40 1] _3.3 16.5 B -0,4 -t0A F 71 2.46 DBfi -0.49 0.94 0.49 0.94 0..0 0.69 0.01 0,02 0.00 D.40 on F 4 2.29 -2.19 -0.49.00 0.94 0,49 -0.94 MOO 0,02 -0,01 0.0 -0.01 0.02 Cl O 57.5 I 0.0 43.9 2 0.0 -9,fi 4 0.759 8.000 0.OD0 0.500 0,0 e v °I° 3" 3" F O 12,0 0.00 -5,35 0,00 0.1 0.00 0.05 MOO 0085 O.DD -003 0.00 2.35 " a c o a F O 32.0 0,00 -4,14 0.00 -0.12 0.00 0.12 0,00 -0,05 0,00 O.00 0.00 1.22 F- m I 3" O - 3" F O 57.5 0.00 -5.05 0.00 0.00 0,00 0.00 O,DO O,Ot 0.00 0.01 0.00 -0.12 m F O 83,0 0,00 -4,74 0,00 0.12 DAD -0.12 0.00 O.DD 0,00 -0105 0.00 0.04 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS. h BASE PLATES 2 1/T 1„2 1/2' 1. 07 1/2"1117 13 1' r OID30 o,00 -1.35 0,00 -1.04 MOD 1.04 0.00 -OA] O.DD 0.81 0.00 -0.03 •� W u Forma Column 11., N _e 4- Hori:t _e t Hertz Vert fi- Hertz _Ve 7- -rJUHartz _LL Vet Hertz _LL 9- Fr. Cal--Load H... Column ReO d Ha H.I. )--------. Suit ------plot. (in) ---------- L Llne Line Hwu Vml Hwix V.rl Hwlx Vert O.D1 .02 .05 .33 Horiz .58 Frm Col Lootl Hmox V Lto in V Anc, Bolt Wall L. (In) Gm) So. Plan SW F ] ow I -0,01 -0.1] 0.01 0.10 D.00 -0.02 0.01 0.02 0.05 D.3J -0,01 1,58 Llne Line Id H Vmtl. Itl H Vmin No 0(in) Wall Len THM (�n) ^m F 4 0,00 0,02 0.01 0.10 0,01 0.17 DOD 040 0.01 1.58 0.05 0.33 --------- -------------------------------'----------------- DETAIL C2 DETAIL 02 F O 12.0 0,00 1.12 0.00 -0.33 0.00 0.09 0.00 -0.03 0.00 1.34 0.00 5,93 D • 71 1 73 28.0 4 -3.9 -3,0 4 D.750 8.000 16,25 0.375 010 Did= 3/4" B. u= 3/4 Di " r 0AO 32.0 0,00 3.13 0,00 1.58 0.00 -0.24 0.00 0.04 D 1,10 0000 9.26 11 5,5 28 m .8 7 0,9 -12.0 p F O 57,5 0,00 1.60 0100 3.46 MOO 1.60 0.00 -0.12 0.00 5,88 O.OD 5.87 _ _ m F 083.0 0.00 -0.24 0.00 1,58 0.00 3.13 0.00 1,22 D,DO 9.26 0.00 1.11 D 4 50 55 28.8 B -0.9 11.8 4 0.]50 8,000 16.25 0,]]5 0.0 F 0103.0 0,00 0,06 0.00 -0,33 0.00 1.12 0.00 2.]4 0,00 5,93 0.00 1.34 [�_ 3' a ° ° D • Frome Ilnes: D E 0 O 57.51 0.0 ]].3 2 0.0 -12.2 4 0.]50 10,00 B.00D 0.625 0.0 ]" an y°I° ]" D Frame line.; 0 E 2 1/2 1_1_12 I/Z" 1" I/21 112 1/2' 1' ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, 0 BASE PLATES m < i W RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, A:BASE PLATES ------- __-Cnlurrin_Reocliane (k )___________________ �� SW Oul-DI-Plane ___.____________________ ___ See PI00 --- C9ly Reocllooe n )--------. 8.15 ------te (III --i------ DETAIL E2 DETAIL F2 Frm Col Dena Coll Live Wntl Vert Wntlr Vert Wtl P Wal 5 Anc. Boll Bose Plot.Lan (in) O(in) Frm Col Lootl Hmee V Load Hmin V Ana Bnll Base Plot. (tn77 C(in) - Line Line Val Vert Vat Hertz Vert Horiz Vert HOriz Hwlz No0(in) WO Len ibk (in) Llre Line Itl H Imoa Itl H Vmin No D(in) Wtl Len (III ('n) Di.- 3/4' Oip= 3/4" --------------------------------- __ -- 10" F D 0.7 0.0 010 DO 0.0 0.0 0.0 -2.2 2.4 4 0.750 8.000 0.250 0,375 0.0 F 71 3 2.0 0.5 4 -2.3 -2.3 4 0.750 0.000 8.750 0,375 0.0 r E 0.3 0.0 0.0 0.0 0.0 0,11 0.0 -3.4 3.7 4 0.750 B.00D 8.500 0.375 0.0 F F 0.3 0.0 0.0 OA D,O 0,0 0.0 -4,2 4,5 4 0]50 8,000 8.250 0.375 0,0 9 D.0 ].0 a O.] -6.5 F G 0,3 0,0 0.0 O.0 0.0 0,0 0.0 -3,4 3.7 4 0.750 8.000 9.5DO 0.375 0,0 F A 5 2.3 -1,9 2 -2.0 1.2 4 0,750 8.000 8.750 0.375 0.0 F H 0.2 0.0 GO 0.0 0.0 0.0 0.0 -2.2 2.4 4 0.750 8.000 8.250 0.375 0,0 5 -1,1 3.4 3 1.7 -2.6 em 1 ]" • 010 ]+ F O 12.0 16 0.0 17.5 3 0.0 -4.6 4 0,750 8.000 8.000 0,375 0.0 ala I, °1° T2 1/2' j.. m °ID �2 1/2' ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, A:BASE PLATES F O 32.0 15 0.0 25,1 2 0.0 -7.0 4 0,750 B.000 8.000 0,3]5 0.0 Na 2 1/2"1112 1/2" 2 1112 1/z• O ---Column ReOelione (k )------------------------------------ F O5].5 1 0,0 21.9 ] O.D -4,9 4 0.750 8.000 8.000 0.3]5 0.0c Frm Col Lootl Hmox V Lootl Hmin V Anc. 8011 8... Plot. (In Gro'.1I Line Line Id H Ali Id H Vmin No Di.) Wtl Len k, (in) F O 83.0 14 0.0 13,7 3 0.0 -5.6 4 0.750 8.000 B.ODO 0.375 0.0 CD cin O1 - DETAIL G2 DETAIL H2 _________ _______-___---_--_-________________-__-___-_-_-____ tr c v F 0 17 2.4 O,1 18 -2,2 0.1 4 0,750 8.000 8,250 0,375 0.0 F 0103.0 15 0,0 9,7 2 0.0 -3.6 4 0.750 8.000 11.000 0.375 0.0. O 1p f 9 0.0 0,2 J = >- F F E 17 3.7 0,2 1B -3.4 0,2 4 0.750 8.000 8.500 0,375 0.0 m m Z U B 0,0 0,3 F F 17 4,5 0.2 IB -4.2 0.2 4 0.750 SMDO 8.250 0.375 0.0 - 9 0.0 0.3 F G 17 3.7 0.2 15 -3.4 0.2 4 0,750 8.000 8.500 0,375 0.0 W o Lr) 9 0.0 0.3 F H 17 2.4 D.1 IB -2.2 0.1 4 0.750 8.000 8.250 0,375 OA 9 0.0 D.2 II PRINT Mir FOR,, 0 Z L 0OO [: O BRACING REACTIONS, PANEL SHEARF- Ee cD m JOB X18 v 3 Reaeticm. (k ) Panel Q O O 'D ---%It-- Col --Wntl----Seismic- Shad, - Lx Line ll Hwz Vert Har. Vert (Ib/11) LLI O ,7 L_EW CI Rigid Frame Al EndAoll OFRECORD.THE ENGINGINEER NEER DHAS CCHE[NEO TING AS THE ENONEEq Q m F_SW 4 CI,D 7.5 5.0 4.5 3.0 J R EW F Rigid Frame At EnOeall STRUCTURAL AND SUPPLIED BY OF BUILDINGS,AND THEIR B_9w 71 F ,E 7.5 5.4 4.5 3.2 AS SHOWN TO SUPPONTOWNCB-CUMENS. LOADINGS, AS SHOWN T THE WARRANT DOCUMENTS. THIS 00E5 NOT CONSTITUTE A WARRANTY EINPRCSSED 014 IMPLIED, LOAD COMBINATIONS AS TO ANY OTHER FUNCTION, PUpPOSE, OR CONOIXON, STEEL LINE Id Description BLDG. - 02 BASE ANGLE 011 CRT ______________________ 3/I6'X1 -D' (MIN) 1 DL+CD+LL REACTIONS/DETAILS ANCHOR. 1/ O.C. 2 DLCO+WLI PROD NOT BY BLDG. MFGq, 3 O.6ODL+Wil LINER PANEL IF REWIRED. 4 O,60DL+WL2 BUILDINGS I 5 0.600E+WR2 I6 DL+CO+0.75LL+0.75WL2 FINISHED FLOOR OR TOP OF 7 O.60DL+LnWndL I WAINSCOT OR CURB, B 06WL+LnWndR INLAND BUILDINGS 9 OL+CO+0.75LL 2141 SECOND AVENUE S.W. WAINSCOT OR CURB, IF REQUIRED. 10 DL+CO+FIUNBLL 1 GVONE: Al. ]5055 11 OL+CO+FIUNS_LL 2 PHONE: 8-4-435-1506 OUT Oe CRETE RC 12 DL+CD+F2UNB_LL 1 FAX: Bop-435-1676 ANCHORBOLT SIZE PROJECTION AND CONCRETE IS OL+CD+F2UNB_LL 2 14 DL+CO+F]UNB_LL B INLAND JOB N0, 3 4 3" BASE DETAIL j6 D+CD+LL+F]UNB1L 2 1 3 17 O.60DL+Wf1I+WS 18 G.GCDL+WP C0112-02 1 1 2 3 112" DWNG, N0, ANCHOR BOLT PROJECTION 4 11� LOAD COMBINATIONS " Y COLUMN LINO to Desecription____ _______________ 1 DL+CO4U- 2 0,6ODL+%l 3 0,60DL+Wf41 4 DL+CO+0.75LL+075WL1 5 OL+CO+OJSLL+075WR1 6 0.600L+M1.2 7 O,fiODL+MAYon B 0,60DL+LnWntlL 9 DL+C0+0.75LL = 1D DL+CO+FIUNB_LL 7 11 DL+CO+F2UNBIL 1 12 DL+CO+F2UNB-LL 2 H H 13 0.60DL+WP m m IV IV FRAME LINE ---- ANCHOR BOLT SUMMARY € g H RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, A BASE PLATES Dnl Loc Dio Pro 11 ( m I. _________________Column Reacliona (k )____________________________________ (in) (In) ' Frm Col Load HmoA V Lend Hmin V Mc, Boll Bose Plot. (in) Oroul '-'-'''-- ----- ----- m i Line Line to H Vm.. Itl. H VminNo O(in) Wtl Len Thk (in) O 4 EW 3/4' 3.00 �, u, __ _________ _______-________________ _-- _-___-___-____ O I6 RF 3/4" 3.00 3 3 F G SB 5 4.1 . fi -2.2 -2.0 9 0.750 8.000 13.00 0,375 0.0 _ a w 3. 133.44 8 0.2 -4.2 7 � ¢ G ]5 2.11 -1.4 1 -4.0 -3. A 0.750 8.000 1].00 0.]]5 0.0 p 1 -4.0 17.1 8 -0,1 -3.6 RIGID FRAME: MAXIMUM REACTIONS. ANCHOR BOLTS, B: BASE PLATES T' m Dia- 3/4'B" X07 DID= 3/4" yy - a -----------------Column Reoctime M --- °A Frm Col Load HA V LId Hmin v Mc. Bolll Bid Plate (In Gr1.) ° (? w Line Line Itl H Vm90 IE H Vmin - No D(in)- Wtl Len khk (In) 26' 3 _________•____________________-____ _____-___-___-____ a oto H 58 5 1.6 4,4 6 1 -1.6 -1.6 4 0.750 8.000 6.750 0.375 0.0 J 12 0.6 7.2 8 0.4 -3.7 a °I° ]' a H 35 7 1.6 -1.8 4 -1,6 4.4 4 0.750 8.000 8.750 0.375 0.0 _ n -D,B 7,2 3 1,4 -2.7 2 1 Z2'I 7 1/2" 9" H 021-5 1 0,0 15.7 2 0.0 -4.2 4 0.750 8.000 B.ODO 0.375 0.0 W 2 13/18' ! m i See Pldn n ' +r 4 s DETAIL A] : 4 g RIGID FRAME: BASIC COLUMN REACTIONS (N ) Dia= 3/4' m ! dd c Fame Column ----Dead-----Collateral- ----Live---- --Wntl_L1--- B. h 4q m 4 z Line Line Hertz Vert Hmlx Vert Hart. Vert Hertz Vert Hod, Vert Hartz Vert G 58 0.29 1.16 0.89 2.86 2,81 9.05 -2.24 -4.24 1.12 -1,62 -2,42 -2.67 C 35 -0.29 1.18 -0,89 2.87 -2.61 9.08 -0,42 -2.70 2.05 -3.60 -0.17 -1.19 Frame Column --Wind-R2--- -Seismid-- -9eiamtcJi-- -F1UNB_LL 1- -FWNO_LL 2- 3' Line Line Hort. Vert Hertz Vert Horix Vert Hurls Vert Hertz Vert rI °�° ! G SB 0.59 -0.07 -0.3D -0.23 ELM 0.23 0.71 1.9B 2.54 9,36 3' % G 35 2.26 -2.07 -0.24 0.23 0.24 -0,23 -0,71 3.92 -2.59 6.2fi1 ! 'g ' ! Forme Column Heriz Dead-----Collateral-erVer ----Liveert Harl,r V.,I Horiz _Vert Hart. Vert W may' Line Line Horix Vert Minix Vert .72 4.23 Horix 30 Horix 1.16 Horix 2.19 M 55 0.09 0.61 0.24 1.41 O.T2 4.2] -1,40 -3,05 0.92 -1.16 -0.71 -2.31 S[e Pon H 0 -0,09 1.43 -024 1.41 -0.72 4,23 MOD -1,16 1.46 -3.05 O.OD -3.]I m H O 24.5 0.00 1.4] 0.00 3.56 0.00 10.66 0,00 -5,14 0.00 -5.14 O.Op -].AZ DETAIL C3 ,0 11/'45. Frame Column --Wntl-R2--- -Seismic_L-- -Seismic_R-- -F2UNB_LL 1- -F2UNB_LL 2- BIO- 3/4" nLine Line Hun, Vert Hartz Vert Hertz Vert Hart. Vert Hart, Vert IH 5B 0.71 -0.31 -0,18 -0,09 CAR 0.09 0,49 0.66 0.45 5.16 3 .0H 35 1.67 -2.19 -0.18 0.09 0.18 -0.09 -0.46 5.15 -0.49 0.66 sa t1 H O 24.5 0.00 -3,42 0.00 0,00 0,00 MOD 0.00 539 0.00 6.39 a °l a 3" O N M W n r° °1° 7" DETAIL E3LBOf ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, k BASE PLATES J Z r H 2 1/2" 2 t/2' 1" m O ? O -------_------------Column_B...It.. (k )_____ ________ J F- 7 Out-01-Plane ______________ _ ______ I 1-0 I SW � 7 Of 0_ Frm COI Dead Call Live V,nd-Left Wind-Rl,hl Wtl P Wtl 5 An.. Boll Bose Plate( Grout ED O H Line Line Vert Vert Vert Kurtz Verl Hort. Vert Horix Her!, Nall Wtl Len (in -(in) DETAIL DJ d V) ------------------------------------------------ -- - --- ---- --- - I PRIr-I' IS Fa`�P4 z o Z F 35 2,0 1.9 5.11 0.0 -2.1 0.0 -2,6 0.0 0.0 4 0,750 8.000 5.250 0.375 0.0 O Q W F 58 2.0 1.9 5,8 0.0 -2.6 0.0 -2.1 0.0 0.0 4 0.750 8.000 6.250 0.375 0.0 peg W W Z H 45 0,1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0.750 B.o00 6.250 0.375 0.0 B I T1%"�1N. � � 0 � Ej ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BD-TS, O BASE PLATES Q ? CO L _________________Column Reaction. (k )------------------------------------ LJJ Frm Col Lood Hmoo V Load Hmtn V Mc, Bolt 9... Poole (int Growl ME INLAND ENGINEER IS NOT ACTING AS TIH[ ENONEEP -0 U Lt.. Line Id H Vmoo Itl H "In No O(In) Wtl Len hh (in) O p 7 _________ ----------------------------------------__-___-____ OF RECORD. THE ENGINEER HASE CHECKED H 7 J M F 56 1 0,0 9.6 ❑ 0.0 -1.4 4 0,750 B.ODO B.250 0.375 0.0 DESIGSTRUNED ALP SUPPLIED B OF THE COLUDI NENT9 BLDG. - 03 ADEQUACY AND SUPPLIED RT VI INLAND ISNATI D L AND MOR ADCWACV IN SUPPORT ACT DOCUMENTS. LOADINGS, F JS 1 0.0 9.0 13 0.0 -1.4 4 0.750 8,000 8.250 0.375 0.0AS"OWN IN INC WARRANT. EMPIRESSE THIS PM9 NOT CONSTITUTE A WARRANTY, EXPRESSED OR IMPLIED, H 45 9 0,0 0,1 4 0.750 8.000 6.250 0.375 0.0 A9 TO ANY MEN FUNCTION,PURPOSC,OR CONDITION. • BRACING REACTIONS, PANEL SHEAR REACTIONS/DETAILS STEEL LINE � 3 Reactions (k) Panel ---Wool-- Cal --Wind----S.Itunk- Shear LocLine LineHdxVert Har. Vert (Ile/ft) PROD L-EW F _ - - „ - BUILDINGS F_SW 35 F .G 1.9 1.2 0.6 0.4 R_EW H Ri9Td Frame At Entleoll I B_SW 5B H .G 1.9 1.2 0.6 CA I INLAND BUILDINGS I I 2141 SECOND AVENUE S.W. a PHONE? , AL]5955 PHDNE� 800-4]B-1606 ANCHORBOLT SIZE PROJECTION FAX- 800-438-1626 4 344" 3 INLAND JOB NO. 11 4 31 2 Q0112-03 I 1 1 2 3 112 DWNG. NO. l ANCHOR BOLT PROJECTION 5 r5Z RTU FRAMED OPENING BACKER PLATE$ SPECIAL BOLTS MEMBER TABLE M ROOF PLAN O ID DUAN TYPE DIA LEN WASH MARK PART P-zB. 10 90 7/e . 1D7 5/e' ❑ID MARK PART 1 4 A325 1/2" 1. 1/2" 1 P-102 8.5 Z12 P-3 P-4 1 k102 BLDG-02 P-10 E-1 BLDG-02P-104 8.5 Z12 .E-2 P-105 8.5 Z12 E-3 _ BLDG-01 72'-0' OUT-TO-OUT OF STEEL P-1o2 8.5 Z12 IF '`1 T P-120 8,5 Z12 �N/ B n 24•_D• 24•_0• 23,_7• z'p(J\ P-123 8.5 Z12 TT 24'-0" 24'-0" P-119 8.5 Z12 y a ROOF SURFACE 3 ROOF SURFACE 2I,-I• 12-301 BRACE STRAP(TOP) P-124 8.5 Z12 `I 5 52-01010BR CEN MAX STRAP(BOTT))OM) (qP(�h /e G S .f,( P-118 8.5 712 z i N P-125 8.5 Z12 A EC-1 40-121 _ I RF2-102% -1 RFI-102% E-103 RF1-102 4 RF3-102% 1 �'. / --- -- --- --- - -- �-- - a �: P-117 8.5 Z12 T A T -� - m ' - -. \ PL1021 T I -1' -10 (T ) I I •�I l01 T , .'f ' `J 2�e^ 10^ H S`0 P-126 8.5 Z12 • iAPN In N I� N L, m `. 1'` 1 1 I I T. I r' , p` r• P-116 8,5 712 ^ 1 __ ___ _ ___ _ _ _^ __N _ ___�._ _RF2y103� *h.C'I I I 1 I I .�J .'1 p 03T RFS;`J( T `0^ P-127 8.5 Z12 Z�^ \T27'`T0, P-115 8.5 Z72 f`!p .KT'01 0 fi w 3M I I I ` II I I > /p , 1 �• a rR BR '9Cf P-128 8.5 Z12 ,¢ i ,•^„ 1' ,', ♦ ♦ ^' P-131 , `eo „ STR P-111 8,5 Z12 ` N. \ . I J I I I I ♦ I I y`, ♦ I IRF3r106 , 8, AN Ap f♦ N :/ S.♦ '� / I I ♦ I ` I / zOgH /p` a G(f r P-114 8.5 Z12 _ 1 1 1 1 I RF16.3 I RFPt10JN Ir' T , 7 03 40, / O / : RFs,N/�� 1 , °a B(DOTIp4J P-1'2'9 8.5 Z12 c RFJP -130 - - - P-179 8.5 Z12 - _- 1 SEE, SB=Q� -h I SB 2 i I,r';}3 , r 1 `` �LsJ-10J p11f Apa, p\ 8.5 712 1plAp / a Mry uy, io a P-112 8.5 712 r N p4 ��� r ` \♦ ♦ ~ +� -Iz \♦ `♦ i i -I --1 --- r'�, i 3`s... r1 i i i i�`J. Te��p� Dq o'w•/ SRF a y�� ro m N { a5 vI ♦ / P-12 ♦ + 3 P-10 8.5 Z120 6 m a`TO4ro o P-133 8.5 Z12 5 .al ♦`. . T` ♦ 1 I I I I I ♦ I I I RF -107 ri f' zp6., ' / x o P-103 8.5 Z14 P-206 10 Z13 RA N• , P-12 ♦ I Y I I I I♦ I I n 4 Tpsj p" , a,T06 P-214 10 Z13 g P-203 10 Z13 I/ I w a i ,, Pia , as 2L'y P-215 10 Z13 m I I RF.7,1-10414 Irp , p3\' AA P-207 10 Z13 5 W VU I I I r( I I II I I I Tt y Q'LT 40 m __ ___ __ ___ _ �_ w RF2t 104IX, r , I RF1 14-10414 I 1 RF1H104%, ,1 , I 1 �2S JPp "r 42 P-216 tO 713 ? ry w - =N P-12 hsrl I 1 1 1 ar/ YS! 1 , '�' , Z ,1.. 9 P-208 10 Z13 v -123 i•rI i 1,A��LL 1 I I I I l yf 1 11sJ '� c �m P-217 10 Z13 r e I I I ♦♦ I 1 I I I I ♦♦ I MN, O ' T 4 P-209 10 Z13 rlr I I I �• I I I I I I I dw ' �J� .�� ry P-218 10 Z13 p_12 P-210 10 Z13 0 9 w l RF -10 RF -104 1 1 RF1 10 RF -108 ��0 p`7J8 P-211 10 713 T o w y _1 z a PN1051 yp / -IO T Ap) I -108 ypI 71 RF P-212 10 Z13 ``1 i i ,' i 1 1 ♦`� i I i f/ F a�'pS E-103 8.5C15 a \ N Ni P-121, ,I I ,Y I \ I I , I Ul a 1 I r l I I I I V I I r I ds Li E-103 1OC16 = a A 1 E-203 1OC16 o m O U w I I♦ I / I I 1 I r I m - ___ I ` V r l 1 I I I I♦ \1 r l FIELD LOCATE SLOT ___ __ ___ ___ _ _ __ E-204 10016 5 f n y `( {( FOR CABLE BRACE. E-ZO5 1OC16 ry Il., I I I I I I C) _ r I I , ♦ I I I I I I r , ♦ RF3-104%I '� w V Ell 1 BLDG-02,03 Z m ? ` oo o VI ♦`,^ Lj t C 1 ♦ ♦ / I r I I ♦ I I I / I RFJI 109` 1 a I>': J�`.J♦s♦f`♦,\ N //' r/y S`J,'✓s'u,, NI 1 __ __ __III __III __II ___ ♦♦1T1O]I� Ij II III r /r ` I ♦IIII IIII 1I / II1 r,r r lIII -♦-' n'D Of THIS , R�NWIS�NR M L5 P-1 -11 F1R` w o RF1O O •o `0 , I , r m I 1 1 ISB-1 1 I`♦ II,� I I 1'♦ I J' I I N Of di""�%8• .�v' rt _o :.. _�_ I m ----- ------♦ r N O „ ISB-Q I I 1 I 1 ♦J /I' I I 'I ` I r l I I O O N riN r !♦ y x ___ ^� - , ISB 2 I fM' I I \ r o IIV'�/ O o ♦ y , ,P-11 __ _ __ __ __ ___ , ♦"1 `, I I THE INLAND ENGINEEfl IS NOT ACTING A$ THE ENGINEER L.1_ DJ r9 ` SB I OF RECORD. THE ENGINEER HAS CHECKED THE -, I I 1 I I I J!,AO `Yir`♦ I!et I 11J6.J I STRUCTURAL PERFORMANCE OF THE COMPONENTS RF3-703% DESIGNED ANO SIIPPLlEO BY HNLAND BUILDINGS,AND THEIR I 1.,6 ♦ I r. ,, I ADEWACY To SUPPOIIT OWNER-DEBIGNATED LOADINGS, m ♦Vr +Ai , I I qq 6 1 I I, `, �I I I ♦`J. AS SHOWN IN THE CONTRACT DOCUMENTS. THIS DOES `♦ y1, ♦ I r oJl♦ I I I •Y* ♦ i 1 I ` NOT CONSTI7UTE A WMRANTY, EXPRESSED ON IMPLIED, m / I ♦` ,/ 2 _11 ♦ I I 1 I RF 110` AS TO MY OTHER FUNCTION,PURPOSE, ON CONDITION, N j I+ • m `y. 1 I I L'` I I I I I *. I I I 1'` I in T - m '4 --- -- - _ - -T- -- -- - I 1'9'I `"L�s•1 I I I I I I" ®:'`F��Y I I • I _ 2EC-1 E-1 T RF2-105NE-102 RF1-10214 -I � F7-102 4 RF3-105% BUILDINGS •I 5 40-121 N d pt b 2_3 1/p 3-4 1/ 3'-4 I/ INLAND BUILDINGS _�2'-3 1/2•PURLIN 3�'-4 1/2' 3�'-4 112' 2141 SECOND AVENUE S.W. E12-10i BRACE ANGLE (BOTTOM) LAP CULLMM, AL 35056 Cb PHONE: 60D-A]B-1606 FAM; M-406-1626 ROOF FRAMING PLAN ROOF FRAMING PLAN BLDG-01 BLDG-02 NLAND JOB NO. 00112-01,02,03 DWNG. 140, 6 ROOF FRAMING PLAN ROOF FRAMING PLAN (� BLDG-01 BLDG-02 24'-0' 24•-0" 72'-0' OUT-TO-OUT OF STEEL V ROOF SURFACE 3 ROOF SURFACE 2 n III 40_I21 Y r, ERECTOR NOTE; --- ------ --- -- - -- --- - - o- r r INLAND IS PROVIDING m a r Y i (16) 51-0" RW PNLS FOR g P K RTU SCREENS. SCREEN FRAMING (N,B.L) o I ^ n / m 002I --- -- --: IY a c d . ' P, I i `♦ i ` 'r ' `` I I / h `[i O `/ U L` - - `' `` i ♦ r 'I I i � Pr � B 5�- ♦` / a P 5 1K ♦♦ ri `� rr j Gtr \ \ \C G P1 P1 bry n o ` r o a i( i( ig / n n n n n bry /bry 4 pm r ♦ / ` I / h � p M / w i i 0 o ry p o Zi ♦♦♦ ' r ♦♦ / ryb2 �� n ;;i V ryP ryp� ^ry m < z � / O G r ♦ r ♦ 1 / .��1L�5 ^� / b b . o v � 61-601 ._. ryry°• / / • w (1U) P /w o � ♦ r ♦ r l F 'o P P / iD p `♦ r ,7 _G L `a ' ' ♦ r I 'Vr � n � ` `♦ i ♦ r I !y _ ♦ r ` ♦ r 1 V PI Q ' Y ' bry CL ♦ ` \ \ \ \ 6J Q i(` i t♦ I n n n n a�C ^ry 14)607 J V1 It C I /fob V� CP Ol ♦ r `♦ I r p � / b n h n ryb PP I b [ N r- .-. / A•ryryPrry a I CED ` `` ' ♦ `� �% I ``♦ `r x ♦ r / _______________ _ ` ♦ r ` r r - FIELD MITER L0 o V.oILi ROOF PANELS FIELD MITERJL AS REOD. ` �' `♦ i ROOF PANELS m o D01 H- -- ------ iw -- -`- K i a AS REOD. G ROOF < SHEETING `3 i ♦ r \ r'r `♦ I DL , PANELS: 24 Ga. S420 O D D m ``` I � N b GALVALUME W/THERMAL BLOCKS �j�� !' ``♦` %' ' ``♦ '�/ ``` ', `` D CY/ IIo THE INLAND FNGINEEq IS NDi ACIINC AB THC ENDINCCR LL p m L_ _ I `Fi1'. ry S1AYURAL PERFORMANCE E DFB THEECOMPONNEUED NTS J -- I DESIGNCp AND SIPPUED BY INLAND BUILDINGS, AND THEIR VI ADEOUACY TO SOPPgii OWNER-DESIGNAIED LOADINGS, AS SHDWN IN THE CDNIRACT OMMENTS, THIS DOES i i' As T MY OTHER FUNCIIDN,'PURPOSE.EOR�CONDIDON. 140-121 I ROOF A - z D" SHEETING 0' m ^v I I ' T v PANELS: 24 Go, ES20 'o' m n ry GALVALUME W/THEflMAL BLOCKSGo I BUILDINGS W M n n my io o ry ry ry f v N Y \ n n o e I o \ \ \ I I n n I W ' n T o INLAND BUILDINGS o = m m oo N ry Z a o o af 241 VID 35055E S.W. q 1 \ a ~ PHDNE: BDD-IY-I606 FAIL BUD-4319-1626 1,; PRINT 19 V V N V V � INLAND JOB N D '4 o T 0712-01,02,0 2 '-10 /I 2 -10 12 FIELD MITERDORMER ROOF FIELD MITER SHEETING 39 39 7 DD2AS OWNG. N0.. PANEM 22Dp B DEPNN[D UnASREDR OOF PANELS SHEETINGO STEM PNNRD y . SPLICE BOLTS MEMBER SIZE TABLE in Splice Top 01 Plate Bottom Of Plate PIECE WEB DEPTH B PLATE U SIDE FLANGE INSI E FLANGE Mark Ont T DiD Len Onl T Dia Len START ND HICK L NG H W x T x EN W x T x LEN RF2-1,4 12.0 12.0 0.135 150. 6 x 1 4 x 162.8 6 x f74 x 150.6 Sp— 1 4 A325 0,750 2,00 2 A325 0,750 2.00 12.0/12.0 0.179 18,3 6 x 1/4" x 23.8 So— 2 2 A325 0.750 2,00 2 A325 0.750 2.00 RF2-2 12.0/12.0 0.135 301.4 6 x 1/4 x 295.3 6 x 1/4" x 295.3 9 8, RF2-3 12,0 12.0 0.1 5 301.4 fix 1 4 x 29 ,3 6 x 1 4 x 2953 "'71FLANGE BRACES: Both Sides(U.N.) r FABxxA((1 :x1�B lengih(in), (1)=one side I `\/ N � b 5 q 4'9 Qf,l�% RF2 J `.m .91 q• < F� 116 T B s"Q t2 b s• 12 7 2 w \ N O 1 1'-2 1/4" I Vaj �a N to W rvD \ v z a I 4 Irl V �U 4 I P I T aP o Q a I o I o '1 U '11J V) d' C d LJ 0 m Lli ED Z u THIS pRiNT IS FOR o v o Q a L c 10 T 2" 44,_3. 1'-0 1/2` 10" CD _ Clearance* 0 -H C L!6 E5O O 0 48'-0" OUT-TO-OUT OF STEEL u THE ELAND ME ENGINEER HAS FJRECKED SURE J C CROSS SECTION A DESIM D A PENFDRLIEDB DF THE,COMPONENTS A SMUCTD AND SUPPLIED BY INLAND BUILDINGS. AND THEIR f /( 2 rr ADEDIIADA TO SUPPORT OWNEfl-DESGNATEO LOADINGS, FOR FRAME LINE 7 1 %\ =j /n As SHOWN 1T me CONTRACT. EXPRENAE THIS DOES / \ M1J AS HOWN IN TCA ONTRACTY, EXPRESSED T S DOES, AS TO ANY DITHER FUNCTION, PURPOSE, OR CONDILON. 22 GA, DECKK NORTHERN GUTTER BUILDINGS INLAND BUILDINGS " 2I41 SECOND AVENUES.W. PHOIIE:cuLLN,AL JW55 WDO-4D FAM: 1100-4R-10251025IXXX OBLOCKING TRIM (N.131) _ INLAND JOB NO, EXTERIOR PANEL (N.B.I.) SECTION C01. 12-01 METAL STUDS (N.B,I.) DWNG. NO. 7 SPLICE BOLTSM M I L In WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Top O1 Plate Bottom Of Plate PIECE STA EN THICK LENGTH W- x T x N W x T x LEN A4ark Onl T DIa Len Onl T Dia Len RF1-1,3 15.q 15.4 0,179 138,7 B x 1/4 x 162.8 B x 2 x 138.7 Sp— 1 4 A325 1.000 2.25 4 A325 1.000 2.25 15.4/15.4 0.224 31.9 6 x 1/4" x 27.5 S — 2 2 A325 0.750 2.00 2 A325 0.750 2,00 RFI-2 24.0/19,2 0,179 120.0 6 x 1/4" x 291.5 6 x 3/B" x 75.7 19.2/14.3 0.179 120.0 6 x 1/4" x 222,1 FLANGE BRACES: Both Sides(U.N.) 14 3/12.0 0,179 63.7 FBxxA(1)): xx=lenglh(in), (1)=one side A — 2W'1x1/B E W c Y � z v ,0) e lYl \ a�g o 'yo A �D- o k �y< .2 ,•tee 6"� p IDy J/• 12 `! G �� LTl FN•1 E.2 �J A'AI" FgS P (ij ,rix 5Q 12 7 < ' o I 1'-2 1/4" d I ` Z I al le � yl a[] Z , c` I � N C 'I 13 LIJ M OT - J C ; V Ld ° d Li m 2 " L o O N v THISPRINT ! FOP, o 1'-4 1/8" IOC LL Df 0 m leOrOnce3 �Pri' 6 6 � 0 48'-0" OUT-TO-OUT OF STEEL 0 -1 ':0; O j G CROSS SECTION A HE INLAND ENdNCER IS NOV ACTING AS THE ENGINEER 0 m FOR FRAME LINE 6 5 , 7 2 OF RECORD. THE ENOINEER HAS CHECKED THE ,J STRUCTURAL PERFORMANCE OF THE CGMPONENTS DESIGNED AND SUPPLIED BY INLAND BUILDINGS, AND THEIR ADEQUACY TO SIIPPDR7 OWNER-DESIGNATE)LOADINGS, AS SHOWN IN THE CONTRACT DOCUMENTS, THIS DOES NOT CONSTITUTE A WARRANTY, EIIPRESSED OR IMPLIED, AS 70 ANT OTHER FUNCTION,PURPOSE,OR CONDITION. • BUILDINGS INLAND BUILDINGS 2111 SELONO AVENUE S.W. CULLMAN, AL]3055 MONET 500-135-1606 FAX 500-4]8-1626 INLAND JOB NO. C0112-01 DWNG. NO. 8 SPLICE BOLTS CAP PLATE BOLTS MM A L In Splice Top 01 Plate Bottom 01 Plate Col PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE LANGE 'Mark Ont T Dip Len Onl T Dio Len Id Ont T Dio Len START EN THICK LENGTH x T z LEN W x T x LEN F3-102 B.0' 8.0 0.135 31.6 6 x 1 4 x20.9 6x1 4 x214.2 Sp- 1 4 A325 0.750 2.00 4 A325 0.750 2.00 RF3-106 4 A325 0.750 1.75 6 x 1/4" w 8.3 Sp- 2 2 A325 0.750 2.00 2 A325 0,750 2.00 RF3-107 4 A325 0.750 1.75 RF3-103 12.0/12.0 0.135 262.1 5 x 1/4" x 261,1 5 x 1/4" x 262.1 Sp- 3 2 A325 0.750 2,25 2 A325 0,750 2.25 RF3-108 REFER TO SP-3 RF3-1D4 12.0/12,0 0.135 419.5 5 x 1/4" x 419.5 5 x 1/4" x 418.5 RF3-109 4 A325 0.750 1.75 RF3-105 8.0/ 8.0 0.135 231.6 5 x 1/4" x 8.3 5 x 1/4 x 214,2 RF3-110 4 A325 0.750 1,75 5 x 1/4 x 230.9 I VIII I RF3-106 WOB642 FLANGE BRACES: Both Sides(U,N.) RAFTER I RAFTER RF3-107 W08652 FBxxA(1 : xx=length(in), (1)=one side I RF3-108 W08652 A - 2x x1 B RF3-109 W08642 �I I � ERECTION BOLT RF3-110 W08542 ¢ RF1-*• 11.25/11.25 0.179 - 6 % 3/8 6 % 3/8 e FLANGE NOT SHOWN 3/4" % 1 3/4" z a FOR CLARITY < E.W. COLUMN P i i a a 11 SP® 5'-0" 11 SPS 51-0" p R FB17.9A 1) 877.9A i ry 11_8 3/B" 12 F877. A(1) m -- 1____ - FB77.9- I \ ___FBI79A(1) 12 FB17.9A(1) - --0 - ----- ----- FBI (1) ___ - FB17.9A 1) _ RF3-104% a 2,-0" - DO-Hvl I RF3-104%A u RF3-103% "' 2'-0" 1 1^ o 9 a RF3-103X O o 10 m = a o o o 10" 14'-10 1/2" 7/8„1y 12 o I x ® FR-3 12 0FR-2 FR-1 N v mo iaa l `•a a -H o is o Q FR-4 ® I I '�u 1 n u I Q I o o n C n U lni I O V' M'1 V 4z-HC I I o O I a+i pl a C p N U GO ED •1zNU O O >10 oI dFZ ".2 M O- 4 K U N U d fn '� C ------- ------------------ ------------------- a - 1,. 117 11 -2 1 2" 2'-9 3/8'1 11'-2 1/2' 8 1 " 1• _w-I cr1 m ui Clearance± Clearance± W 'v - r 12'-0" 20'-0" 25,_6•• 25,_6„ 20,_0" 12'-0" W CO ? u 115'-0" OUT-TO-OUT OF STEEL o o 7.1 CROSS SECTION 9 v RIOGE T SKEW u T FOR FRAME LINE F THIS PRI pI`, M 4'-7 11/16" o ,I41„eF ��®� $' w u 12'-011 15'-4 5/16" 22'-B 5/8" gCOL. WEB THE INLAND ENGINEER 1E NOT ACTING AS THE ENONEER O m Of CHEMED THE STPUCCUP�L PERFORMANCE. THE ENGINEER SCE OFTHE COMPONENTS J . AND THE MEWACYAND TO SUPPORT OWNER-SUPPLIED BYA CND SIGNATEOGLOADINGS, O 54'-8 5/8" OUT-TO-OUT OF STEEL (SKEWED WALL) it NOT CONSTITUTE e CONTRACT EXPRESS OR.IMP IED I AS To ANY OTHER FUNCTION, PURPOSE. OR CONDITION. j� 3/8" PLT W/3/4" x 2" it A325 BOLTS II ii FALSE RAFTER 11 FALSE RAFTER BOLT CHART BUILDINGS Q (4) 7/4"x 9 3/4" INLAND BUILDINGS OING9' AMENU® (4) 3/4"x 2 1/4" 2141 secaa=55 S.W. FR-2 PHONE: WDO25576-1606 FR-1 AN: 000-4255-11526000-4255-1152646 m (4) 3/4"x 2" 3/4" X 1 3/4- I NLAND JOB NO. ERECTION BOLT i RF3-107 0112-02 I SECTION1 DWNG. NO. 9 9 SPLICE BOLTS I CAP PLATE BOLTS In Splice Top O1 Plate Bottom Of Plate Col PIECE NE DEPTH " WEB PLAIL OUTSIDE FLANGE INSIDE FLANGE "Mark Ont T Dia Len Ont T Dio Len Id Qnl T Dia Len 5 ART EN THICK LENGTH W x T x LEN W x T x LEN RF2-102 14.0 14.0 0.179 z32:0 6 x1 4 x 230,8 6 x 3/8" x 200,6 Sp- 1 2 A325 0.750 2.00 2 A325 0.750 2.00 w2-106 4 A325 0.750 2.00 6 x 3/B" x 14.3 Sp_ 2 2 A325 0.750 2.00 4 A325 0.750 2.00 RF2-103 26.0/23.3 0.179 120.0 6 x 3/13 x 435.1 6 x 1/4 x 185,3 23.3/20.5 0.179 120.0 6 x 3/8 x 252.1 FLANGE BRACES: Both Sides(U,N,) 20.5/17.8 0.179 1200. F13xxA(1): xx=lenglh(in), (1)=one side 17.8/16.0 0.179 77.3 A - 2x x1/8 RF2-104 16,0/21.0 0.224 120.17 8 x 3/8" x 240.0 8 x 1/2" x 238.0 21.0/26.1 0.224 119.8 8 x 3/B" x 240.0 8 x 1/2" x 238.0 26.1/21,0 0.224 119.8 21.0/16,0 0.224 120.0 W RF2-105 14.0/14.0 0.179 232.0 6 x 3/8" x 14.3 6 x 3/0" x 200,6 5 x 1/4" x 230.8 c ¢ RF -106 W BB42 i g 9 1 1'-0" r< ' 11 SP® 5'-0" 11 SP® 5'-0" h o 1'_B 3 B N 1 _® 3/B � fv FB33.2A(1) FB36.BA 1 836.BA(1) FB33. �f111 FB31.4A(1) m `�____ _ _ �(1) F !� _ FB34A 1) ___�_____ m __ ___B3 -- FB34A 1) 1' Imo, o N 37A(1) I ---- a - __ ----- FB3- 1 12 _____ ___ 2-0' - -- RF2-104% ry _ C `o RF2-103% In vai RF2- 2-0' 103)l � a o o I ^ a 1 vD a o m 0 0 oaI o I b LL m N ii _ m m 1 0 u N O N C 1- f C li a N io I o 10 CL v p > In C W r an 1•• 1'-2 5/8" 56'-2 3/8" 56'-2 3/8" 1'-2 5 ' 1•• J v 7: w Clearoncet Cleoronce3 1.3..1 57'-6" 57'-6" LJJ M Z v •' 115'-0" OUT-TO-OUT OF STEEL Q y a E 7.1 CROSS SECTION '9 - '- " 0 FOR FRAME LINE C7 0 - o 0 LFOA, E I THI,rpRINTTHE INLAND ENGINEER 16 NOT ACTING AS THE ENGINEER u0 Do F OF RECORD. THE ENGINEER HAS OHECXED ME 0 PONENTS JOB G `' gy m DESIGNED AND SUPWAAL PUED BY MANCE OF 6ME UALOINGS. AND THEIR ADEQUACY TO SUPPgTT MER-CESMATED LLOADINGS. AS SHOWN IN ME CONTRAW DDCUNENM THIS DOES NOT CONSTITUTE A WARRANTY,EXPRESSED OR IMPLIED, AS TO ANY OMER FUNCTION.PURPOSE.DR CONDI11014, BUILDINGS INLAND BUILDINGS 2111 SEMO AVENUE S.W. " U'UUMAN,AL ]50.15 PHONE: BDD-156-1606 FAM 500-4311-1026 INLAND JOB NO. C0112-02 DWNG, NO. 10 SPLICE BOLTS CAP PLATE BOLTS M MHER SIZEA L i Splice Top Of Plate Bottom Of Plate Col PIECE WEB DEPTH WEB PLATE OU SID FLANGE INSIDE FLANGE Worts Ont T Dio Len Ont T Dio Len Id Ont T Dia Len START END THICK L NG H W x T x EN W x T x LE RFI-102 15.1 15.1 0.250 23 .1 B x 3 8 x 230.8 8 x 1 2 x 1BB,7 - Sp— 1 6 A325 0.750 2.00 2 A325 0.750 2,00 RF1-1 D5 4 A325 0,750 1.75 6 x 3/8" x 15.6 Se- 2 4 A325 1.000 2.25 4 A325 1,000 2,25 RFI-103 38.0/33,6 0.250 120,0 6 x 3/8" x 161.8 6 x 1/4" x 185.1 FLANGE BRACES: Both Sides(U,N.) 29.2%24.8 0.250 120.0 29 2 0.250 120.0 6 x 1/2" x 252.0 6 x 3/8 x 252.1 FBxxA(1): xx=length(in), (1)=one side 24.8/22.0 0,250 77.0 A — 2x2x1/8 RFI-104 22.0/32.0 0.313 120.0 B x3/15" x 240.0 8 x 3/8" x 474.6 32.0/41.9 0,313 119.2 8 x 3/8 x 240.0 41.9/32.0 0.313 119.2 g 32.0/22.0 0.313 120.0 W RF1-105j W08863 � o z n G < 1 4 3 R r 11 SP® 5'-0" 11 SPO 5' J 1'-8 3 8" -8 3 Q1" �FB50A 1) FB66.2A(1� 66,2A(1) FBSOA 1) _\ /8" o k FB35.1A(1) m_ ___-_ __ ___FB3�(1) FBSDq(1) 12 -- vJ 1� FBSOA 1) -- 1 1y2 FB54.SA(1) ---�--- -- FB54,�1) RFl-104 a a 2'-0" m < z RFI-103 '^ RF1-103 b I i o m a I ut to 10 N O �{ 10 z o I W-H I N u O o N V 4M tl l0 ` —Hi 1 p O K ✓I U Of O V jC CIL p Nu N a Q a W a to 3 u r1 u d I > In C m L) '� LLI CP CD O J C o ow v LLJ — } v EO11. Z u 1'-4„ LLI - =1 56'-1 Clearoncet 1'— 1" o p V7 Cleorancet Q v 57'-6" 57'-6" t c 70 w v IM LL D f7 115'-0" OUT—TO—OUT OF STEEL — a .. 7.1 CROSS SECTION 9 _� a a •s FOR FRAME LINED E THE OW RECORD THE EEER IS NGINEER HTASOTING AS CHEMETHC ENGINEER u0 m STRUCTURAL PERFORMANCE M THE COMPONENTS J DESIGNED AND MPPLIED BY INLAND BMILDINCS, AND THEW ADEWAn TO SUPPORT OWNER-I)MCNATED LOADINGS, �y AS SHOWN W THE CONTRACT DOCUMENTS. THIS DMS THIIg"+f �, M F ASTToA+NY OTHER F NCIIEN, PURPOSE, OR STITUTE A WARRANTY. EXPRESSEDWOWOITIONIMPLIED. BUILDINGS INLAND BUILDINGS 4141 SECOND AVENDE S.W. CULLMAN, AL 3MRN " Pmmi:i fim-IDB-I6D6 FAIL 600-136-1626 INLAND JOB NO. C0112-02 G, NO,N0, 11 [Mork CE BOLTS CAP PLATE BOLTS M M I A m e Top O1 Plot e Bottom Of Plate Col PIECE 1`1'EB DEPTH WEB PLATE UTSIDE FLAN INSIDE FLANGE Ont T Dia Len Ont T Dio Len Id Ont T Dia Len STAR EN THICK LENGTH W x T x LEN W x x LEN RF4-103 13.0 13.0 0.135 144.1 5 x 1/4 x 143.4 5 x 1 4 x 726, 'Sp— 1 2 A325 0.750 2,00 2 A325 0.750 2,00 RF2-106 4 A325 0.750 1.75 5 x 1/4; x 13.3 Sp— 2 1 4 A325 0.750 2.00 2 A325 0,750 2.00 RF4-104 12.0/12,0 0.135 285.2 5 x 1/4 x 2134.2 5 x 1/4" x 284.2 RF4-106 WOB542 FLANGE BRACES: Both Sides(U.N.) FABxx((x�:x1 xx length(in), (1)=one side Y tl S a g>g v. a 5 SPO 3'_ o 2'-11 3/16 1'-0 13/16" F5179A 1) FB17, A(1) '` ¢ FB17,9A(1) _ —___—_ ---- ---` FB17,9A 1) a o _ ______________ _____ _ _ r N P J a RF4-104 I RF4-104 N ` i r i I y I n o I I I ' I I I I � D to < z `O W]{I O H1I nu 0 u ry i ' o `v'Hy ' 0 11N- u a N I a _ u O N U O O I a w �U I I � I I Q } > EL a U 1 LLJ IL Z J N m i w I LLJLu z rF B 1/2" 23'-8 1/2" 23'—B 1/2" B 1 1" LJ o Z � 1 Clearance± Clearance± O 24,—fi„ 24,-6., Q ED Z N 121� Q 49'-0" OUT—TO—OUT OF STEEL LL w 4 w J sa Ln CROSS SECTION 3s o > o FOR FRAME LINE H rrvv U THE INLAND ENGINEEREHOI IS NOT S OJ C AS THE ENGINEER IL 0 0 '> OF RECORD. ME ENgry NC HAS GEECNEO THE 7 J DO STRUCTURAL PERFORMANCE B IN THE COMPONENTS DESCINED AND SUPPLIED W INLAND BNATEO S, AND THEIR S. ADEQUACY IN E ONT ACT 01301161M 1F0 LOATHIS AS SHOWN IN ME CONTRACT DEPRESSED NIS ODES Ensu 0� NOT CgNSUNni A WARRANTY, EID'gESSEO OR IMPLIED, ' al FOR AS TO ANY OMER FUNCTION, 1`11111", OR CONDITION. Iid CR-�'AO �^ P�a , jq �' W • BUILDINGS INLAND BUILDINGS 2111 SECOND AVENUE S.W. cummm. k 15055 ' PHONE: 800-106-1606 FAM: 800-408-1626 INLAND JOB NO. C0112-03 DWNG. N0. 12 SPLICE BOLTS ABLE in Splice Top Of Plate Boltam OI Plate PIECE WEB DEPTH B PLATE UTSIOE FLANGE INSIDE FLANGE Mork Ont T Dia Len Ont T Dia Len START ENO TICK LENG H W x T x LE IN x T x LEN RF1-103- 12;0/ 12.0" - O1135" '127.0 6'x 1 4 x 143.4 6 x 3/ B x 127.0 °Sp- 1 4 A325 0.750 2.00 2 A325 0.750 2.00 12.0/12.0 0.179 17.4 6 x 1/4" x 12.3 I'Sp- 2 2 A325 0.750 2.00 2 A325 0.750 2,00 RF7-104 12,0/12.0 0,135 281,2 fix 1/4" x 280.2 6 x 1/4� x 280.2 RFI-105 12.0/12.0 0.135 281.2 6 x 1/4 x 280.2 6 x 1/4 x 280,2 FLANGE BRACES: Both Sides(U,N.) RFI-106 12.0/12.0 0.135 6 x 1/4" x 6 x 3/8" x FBxxA(1 xx=length(in), (1)=one side 12.0/12.0 0.179 6 x 1/4" x A - 2x x1/8 1'-0' x 1'-6 3/6' 5 SPO n o FB179A 1) FB17, A(t) t" a a 2'-17 3 16 12 1' F1317 SIAM _ _------------------ ___-___ -------------------- Z 1" ----------------- _--_-___ 1 ; 3 J x n 4 I J c` RFI-1041 I p H I r r I I I I � I j I p I N I ` e I e � I I I I I I I I < I I z I I I I � I o i n I m N o ^c Na ry a n m � N mu a a I ¢ O o rv0 U z I to I Q I m I > IL z IL v W N n v J of W of z Z W p 1_ U j p K m EL In O w o it LL_ w itz I I 1" '-0 518- 28'-2 5/8' 1'-0 5 B 1/4' .o w Clearance± — o u THE RECORD. THEENOINEER IS NOT ACTING AS ME ENQNEER O 7 OF RECORD. THE ENGINEER HAS CNEOLEO ME 7 J m 31'-1 1/8- OUT-TO-OUT OF STEEL STRUCTURAL PERFORMANCE OF THE C MPDNENTS DES INED AND SyPPUED BY INLAND BUILDINGS, AND THEIR ADEMACT TO SUPPORT OMNER-DESICNATCD LOADINGS, SB 33 NOTSCONSTI UTE A WARCONTRACT RANTY.EXPRESSED DR IMPLS. THIS L1ED, CROSS SECTION AS TO MY OTHER PUNCTIDN,PURPOSE, DR CONDITION. FOR FRAME LINE G , BLDC-03 THIS Pmw rs FORPEI' / A BUILDINGS INLAND BUILDINGS 2111 YCOND AVENUE S.W. MLLMM, AL)SOBS ' PHONEI BOD-1l6-1fiafi FAx; 000-IDB-1678 INLAND JOB NO. C0112-03 DWNG. NO. 13 L L M IN A OCATIO U4 TWE I LEN . WF-1 - WF- 4 A325 4 1 a�°.• WF - FRAM 4 A325 3 1 3 4" >. MEMBER TABLE FRAME LINE A MARK PART WF-1 W0E1642 WF-2 W08642 " E-1 8.51216 E-2 B.5C16 E-3 8.5C16 _ } i G-1 10076 G-2 101214 Y G-3 1OC15 F. G-4 lDC16 c 55g 5 a s F 115'-0" OUT-TO-OUT OF STEEL r 7 6 5 4 3 2 1 r 29'-0" 23'-0" 23'-0" 24'-p" -1 a E-3 E-3 -2 G41 q,, PF-2 G-3 PANDREL (TYP.) G-9 a o OPEN FOR EXTERIOR o FINISH BY OTHERS I--------I�------------------------------------------ ----------------------I----------------------- --------i RF2-4 RFI-3X RFI-3X RF1-3% RFI-3X RFI-3% RF2-4 C SIDEWALL FRAMING: LINE A BLDG-01 n (' W v Z — rn rn C N L •3 r Q s s1-a1p 61-411 m Z ` 61-421 61-511,60-410 W/(6) DOWNSPOUTS 61-422 L ❑ W O N r______________________________________________________________________ __ ---_______________I J ,� c v _____ I J 01 w o (3 _Ln I I I I j w 0 0 INC AS V •_ THE INLAND ENCINCER IS Or RECDRD. THE ENGINEER HTASCCHECKED HE ENGINEER (n O m STRUCTURAL PERl-mmmCE aF HE CDNPDNENTS J L___________________ 1 _____________________________________________ DESIGNED AND SUPPLIED BY INLAND BWLDINQS, AND HEIR ----------------------------------------I AS SHOWN TO ME COT OWNER-SESIDNATEO HISLOADINGS,DOES °r As SHOWN IN HE WARRANT ,EWRISSE HIS DDES NST EpMY OTE A WARRANTY,URPRE56FD aR IMPLIED, AS TO ANY OTHER FUNCTION,PURPOSE, OR CONDITION. ' SIDEWALL TRIM: FRAME LINE A THIS PRINT 15 FOR ,} JOB r� BUILDINGS INLAND BUILDINGS •i 2141 SECOND AYENUr S.W.GENERAL NOTES: MLLMAN.AL DSom PHDNE: W-4m-1606 1. located doors are generally rawin s, as field FAX- boo-AD6-1626 ° located as indicated on the drawings, rowmgs. Doors may only be located in the bay specified on the drawings. For shop located framed openings, girts INLAND JOB N0.12011 2-01 are shop fabricated and shall not be modified. 2. When the building is designed as enclosed the OWING. NO. doors and windows (not by Inland) ore to be wind 1 4 resistive, L ' M NE C OCATION iguAN T1'PE DIA LEN WF-1 - WF-2 4 A325 1 2 J/4 F - FRA 4 A325 3 4" 1 3/4' EMBER TABLE RAME INE C MARK PART WI W06642 WI W0B642 E-1 B.51C16 H E-2 B.5C16 E-3 1I 7 � O � o i s s a s o Pl a 115'-D" OUT-TO-OUT OF STEEL n r^ 2 3 4 5 6 7 r 1'-1" 9'-5" 24'-0" 23'-0" 23'-0" 24'-0" 9'-5" 1'-1" Q W -+ 3 IE-1 - E- -3 E- -1 m R o o � 1 OPEN TO BLDG-02 m RF2-1 RF1-1K RFI-1K RF1-1K RFI-IX RF1-1K RF2-1 a a SIDEWALL FRAMING: LINE C CDU) c BLDG-01 z "I m c r v Q 0 Z U m b � 0 C, Ul m J t a O THIS PRINT IS FOR _j< � o * a N 9i� Q O O THE INLAND ENGINEER IS NOT ACTING AS THE ENGINEER VJ V m OF RECORD. THE ENGINEER HAS CHECKED THE STRUCTURAL PERFORMANCE Or THE COMPONENTS J DESIGNED ANO SUPPLIED BY INLAND BUILDINGS,AND THEIR ADEQUACY TO SUPPORT ONNER-DESIGNATED LOADINGS. AS SHOWN IN THE CONTRACT DOCUMENTS. THIS DOES NOT CM57LTUM A WARRAMY,EKPRESSEO ON IMPLIED. AS TO ANY OTHER FUNCIIOI, PURPOSE, OR CONanm. ' BUILDINGS INLAND BUILDINGS 2141 SECOND AVENUE S.W, 3WS5 AL GENERAL NOTES: CULLUM,PHONE: IDD-420-1506 1, Overhead doors are generally designed as field rAK: BDD-ADB-16Y6 located as indicated on the drawings. Doors may only be located in the boy specified on the INLAND JOB NO. drawings, For shop located framed openings, girls C0112-01 are shop fabricated and shall not be modified, DWNG. NO. 2, When the building is designed as enclosed the C doors and windows (not by Inland) are to be wind 1 C resistive. - - - - MEMBER A L FRAME LIN ,9 mn q q q M M " L MARK PART BLDG-01 G-116 10216 K " G-110 1OZ15 I^ EC -1 WID 42 G-111 1OZ14 G-112 1OZ13 48'-0' OUT-TO-OUT OF STEEL G-113 11 G-114G-114 70214 A A 24'-0" G-115 1OZ13 15'-3" B•-9' 6 C N 72'-0" OUT-TO-OUT OF STEEL &` D E F BLDG-02 40-121 1•-1" 24'-D" 24'-0" 23'-7" 5" � H b 6L .- • 12 0nd 12 6 W " Br G-116 -110 C-110 G-113 2_0" 7.7 \♦ // 'R LANG RACE :'! � % \ G-112 C-112 G-115 2 22 16 \\ /� '0 FB15,4 $ E o OPEN FOR o I EXTERIOR FINISH , // \ G_,,, c-114 BY OTHERS, 4�Y �e H-10 H-t0 H-111 'H-10 I r RF2-4 ,�Ot C-110 \�f+9• -17 -113 j RT-2-1 H_10 0 o H_10 _o _o H_10 0 o H_10 0 0 C W I // ♦ i ' i L 40-1- -__-___-__AI-.--__ I_________________ I_---- --_ I. _ ' Ec-2 EC-1 RF3-105% F' W RF2-105% RFI-102X RF1-102% SIDEWALL FRAMING; LINE .9 4'-9" . 4'-0 1/2' F.D. ENDWALL FRAMING: FRAME LINE 1 FIELD LOCATE (TYP.) i a BLDG-02 ERECTOR NOTE: BLDG-01 m a REFER TO DWG /( 7 FOR RIGID FRAME INFORMATION. 61-535 n �^♦ Volf b> 61-421 - fit-411 A01 ♦� ❑ ry v 1n 61-511,50-410 W/(2) DOWNSPOUTS 61-422 T 60' ♦\ ❑ moi' ♦� ___ _ CL [ �♦ 3 sr"s � N '" r' -�4 N N N N ry N N IV IV N N N ry ry N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �/ Z U I I I I I I I I I I I I I I I I I I I I I I I I n 7 _ 0 0 0 0 b 0 0 o a o o a c o 0 0 0 0 o o 'a o c I LL +' L I ry N N N ry ry ry N N ry N N N N N N N N ry N N N ry b d L {+ - d 0 N -j S CTHIS PIUW a IL InI 6JOB a 3 ENDWALL TRIM: FRAME LINE 1 - 9 � * Q o it w 61-305 ry d a SIDEWALL SHEETING & TRIM: FRAME LINE .9 THE INLAND ENGINEER Is NOT ACTING AS THE ENaNEER u OF RECORD. PERFORMANCR HAS E OF THE COMPONENTS PANELS: 26 Ga, RW - Dover Sand J ADEQUACY To SUPPLIED fit DI-DE BUILDINGS,L,A IN THEIR ADEQUACY TO SUPPORT OWNERDCUMENATEO HIS DOES, AS SHOWN IN THE CONTRACT OOCIIMENIS. R I DOES NOT CONSTITUTE A WARRANTY CNPRESSEO OR IMPLIED, As TO ANY OTHER FMNCTON,�MRPOSL,011 CaY01TON, fit-901 TRIM INSULATION do ROOF SHINGLES (N.B.L) �/0-122 BUILDINGS INLAND BUILDINGS 2141 SECOND AVENUE S.W. GENERAL NOTES: ------ "B" DECK CULLMN.Al- 35055 PHONE. 900-439-1606 1. Overhead doors ore generally designed as field FANS 900-430-1626 located as indicated on the drawings. Doors may PURLIN INLAND JOB NO. only be located in the bay specified on the drawings. For shop located framed openinegs, girls SECTION % C0112-02 are shop fabricated and shall not be modified. t6 OWNG. N0. 2, When the building is designed as enclosed the doors and windows (not by Inland) ore to be wind 16 resistive, IVILMULK L SS20 ROOF PANEL FRAME LINE 35 & M RK PART G-117 1021 I� G-11B 10216 61-371^'I �61-511 _ I.S. LINER PANEL M i w o c s LIGHT GAGE ANGLE Y I' 5-11 3/16' 30'-3 1/2' OUT-TO-OUT OF STEEL b a SECTION 7 H 4-11 3 16" 5'-0" 7 5-0" 13-10" 15-5 112' 1-O" r 1B ry 0 V D ams/ OPEN 'o o R n o m G-116 G-117 m I N N d I 2 2 RF4-103 RF4-707 RF5-103 SIDEWALL FRAMING: LINE 35 SIDEWALL FRAMING: LINE 58 BLDG-03 BLDG-03 CDY U d d Z Z 0- v 61-511,61-410 W/(1) 0OWNSP0UT 61-421 V m CUT fit-911 fit-410 ❑ Q Z } r " 61-421 61-422 fit-421 61-511,61-410 W/(2) DOWNSPOUTS IY Z U ❑ ❑ ❑ E — of 013� 0THIr 2 G z � z � � min � �'�' .z i � z � z�' all PRINT IS be$' ��Qjj w of of z ry a2.. V v v Z V Z v 4 v v ? v 4/ a f a: {r1 o 1 * Y, 1'��1q LTJ > o N ry N N ry N ltl N N ry N" / U \ N \ (V ^ N ^ N \ ry \ N \ N \ ry \ N \ .. 9 OPEN > > > > ��m p - w m o 0 0 0 0 0 0 0 0 0 o m p 'O m m m m m m a m m m m/ - 1 1 I I I I I I I I I I I I I I I I/ WE INLAND ENGINEER IS NOT ACTINC AS THE ENGINEER [n J] U iN iN iN iN iN lv ry ry ry ry iN r TN iv iN IN iN N IN N ry ry OFRECORD. THE ENGINEER HAS CHECKED THE 0 0 SIRUCIURM PERFORMANCE OF THE COMPONENTS -I DESIGNED AND SUPPLIED BY INLAND BUILDINGS. AND TIICIR ADEQUACY TO SUPPORT OwNCR-OESGNATEO LOADINGS, AS SHQNN IN THE CONTRACT DOCUMENTS, THIS DOES NOT CONSTITUTE A WARRANTY,EVRESSEO 0 IMPLIED, 61-305 AS TO ANY OTHER FUNCTION, PURPOSE, 0 aDNDITIml SIDEWALL TRIM: FRAME LINE 35 SIDEWALL TRIM: FRAME LINE 56 m BUILDINGS INLAND BUILDINGS GENERAL NOTES: WLEMAAF.AL03=0 sw. verhead doors are generally desl9ned as field PHONE: 1100-4116-1606 FAM- 600-1311-111211 located as indicated on the drawings. Doors may only be located in the boy specified on the INLAND JOB N0. drawings. For shop located framed penin s. girls C0112-03 are shop fabricated and shall not be modified. 2. When the building is des! Ted as enclosed the DWNG. NO. doors and windows (not by Inland) are to be wind 18 resistive. 9 Y K< 115'-0" OUT—TO—OUT OF STEEL z 12 12 l P', c 27 s s a z a w p p m Q r 0 V I p 0 OPEN TO BLDG-01 � = a ff 0 m a z ENDWALL FRAMING: FRAME LINE C1 ERECTOR NOTE: REFER TO DWG # 10 FOR RW WALL PANEL RIGID FRAME INFORMATION. T a a CD In' V, 1/2" TAPE CAULK z M rn FIELD CUT ROOF PANEL g16 61-908 TRIM TO MATCH SKEW m SS20 ROOF z 0 0 U') 12 GA. ANGLE RW WALL PANEL SS20 J o ( L4x12 ) IS PRI Igo" tt JOB NIP 0 D z o •; Y THE INLAID EN61NEER 15 NOT ACTING AS THE ENONEER Ljj p ED 1 OF RECORD. TIE ENGINEER HAS CHECKED TIE SMUCTURAL PERFORMANCE OF ME COMPONENTS DEs NE0 AND WPPLIED BY INLAND BUILDINGS, ANp TiEIR AOEWACY TD SUPPOPT OYMER-DEAGNATED LOADINGS, AS SHOWN IN THE COTR NACT OgII1NTS. THIS DOES HOT CONSTITUTE A WARRANTY,EXPRESSED OR IMPLIED, AS TO ANY OTHER FUNCTION, PURPOSE,OR CONDITION. #12 x 1 1 /4" W/W SCREWS BUILDINGS INLAND BUILDINGS 4" O.C. 2111 SECOND AVENUE SW. CULWAN, AL 35055 NERAL NOTES: SECTION Y PHONE! 1100-I2le-1606 ,1. Overhead doors are generallywias field 6rI FAM: 11110-435-162611110-435-162659-1626 located as indicated on the drawings. Doors may 1 g only be located in the bay specified on the INLAND CO1126 O2 drawings. For shop located framed openings, girts are shop fabricated and shall not be modified. SECTION X 2. When the building is designed as enclosed the 19 DWNG. NO. doors and windows (not by Inland) are to be wind 1 9 resistive. 1A L M LINE F CATIONlUUAN TYPE UIA LEN Columns 4 A325 3/4" 1 4 G-707 MEMBER TABLE FRAME LINE F MAR- PART G-102 10716 RAFTER G-103 10z16 FALSE G-1D4 10z16 G-105 1 Oz15 Y G-106 1oz14 G-107 10z12 G-108 10z16 N O 115'-0" OUT—TO—OUT OF STEELD. 12,_0„ 20,_0" 25,_6,. 25'-6" 20,_0„ 12,_0., W 1 2 e 2 40-121 _ A RF3-10 I AIELD CUT ME TO RAFTER AW/15-731 CLIP,(TYP.) A. RF3 104X ___ ___ 4X --- ---- — FIELD CUT AND ATTACH ; GI RF3-103% __ --- ---- _ RF3_-103% GIRT TO RAFTER W/16-901 CLIP.(TYP AT ) 2'—D" --- —_-- --- —105 G-107 G-107 G-105 —_ _ 2'_0. o • G-103 G-103 - 0 40-101 (TYP.) o ; 40-101 v 4D—122 40-122 i6 G-105 G-107 —107 2) 5 io G-102 —122 _ is aNd1b71 I NDH-102 OH-102 G-102 G-104 0-106 G-104 — — --- G---1-02 —103 0 o G-104 I 1 G-102G-102 — 04j o — ' 0 — 0 'DH--103r'0 80_121 --------I— ---- ------ ------------- — ----- —t2 RF3-105 RF3-110 RF3-109 RF3-10B RF3-107 RF3-106 RF3-102%5'-6" 10'-0" 10'-0" 6'-0" 10-04'-0" , DOOR111111 1 FIELD LOCATED (TYP,) (TYP.) SHOP LOCATED FRAMED OPENINGS $ N zaoLv III"', illillERECTOR NOTE: ENDWALL FRAMING: FRAME LINE F BLDG-02 REFER TO DWG # 9 FOR a RIGID FRAME INFORMATION. CD In Z r 61-536 — w 60-407ED 60-407 Q ED Z U _ 0 THIS PRINT 15 FOR ei – Q Of U T O M3 U1 la N IGJOB McTi Ma o OL N O N N Da – N N Do HI I 1 I ,I .1 •1 N N N N N N N N z o '� I O O O O D ry N N N • N THE INLAND ENGINEER 15 NOT ACTING AS THE ENGINEER IL-1;N m ry N N N N N N N N \ 1 N RECORD. THE ENGINEER HAS MECNED THE J 10 DESIGNED STRUCTURAL SUPPLIED B OF THE COMPONENTS A950JAC ANO SUPPLIED W INLAND ONAT BUILDINGS,AND THEIR an O N N 1. n M – o at j, V iN ADEWACT To SUPPORT OWNER-DEAGVAlEO HIS LOADINGS, < I I I I I I I lV -� NDT�C STI UTE A WADOCUMENTS. EIPRES D 0 IMPLIED.DNS ED. ry N m 1'1 Y1 1'1 Y) I VT N N N N 1.1 AS TD ANT OTHER ILINCDOI,PURPOSE,0CPNDITION. , 51-305 ENDWALL SHEETING & TRIM: FRAME LINE F BUILDINGS PANELSRW — Dover Sand INLAND BUILDINGS 2141 K0011D AVENUE S.N. : 26 Go. GENERAL NOTES: MLLMAN, AL mom . Overhead tloors ore generally designed as field PHONE: 500-4m-16011 FAN: 60D-1311-1666 located as indicated on the drawings. Doors may only be located in the boy specified on the INLAND JOB N0. drawings, For shop located framed openings, girls C0112-02 are shop fabricated and shall not be modified. 2. When the building NG, NO. is designed as enclosed the DW20 doors and windows (nal by Inland) are to be wind resistive, C A 7 LI H" BLDG-03 LOCA ION1 UAN TYPE DIA LEN I Cblumns 4 A 2 3/4 1 4 �2 X I CLD, 1'f n• MEMBER TABLE F AME -LINE- 0 INE H [ (d 0L7-1 MARK PART G-120A B.5C16 49'-0" OUT–TO–OUT OF STEEL BLDG-03 — — — — 61-901 24'_6^ 24•_6�� — — — (TYP, BOTH SIDES.) �f 7 Z 1 40-121 1 12 5'–g^ z 9 _ P G-120A 2 G-120A LP- (2) 3/4" x 2 1/4" RW WALL PANEL HP o - BOLTS1 OPEN TO GABLEN P I -d7 EC-105 k = o I ENDWALL FRAMING: FRAME LINE H N g BLDG-03 SECTION 2 m 21 0 0 70-3B0 0 0 0 – o o RAKE CLOSURE 0 0 0 GABLE LINER: FRAME LINE H PANELS: 26 Go. RW – Dover Sand - - - - - - - - - - - - z � m v w 0 0 LD Of ia Q z r I- s61-535 ry N I n [v 7Of 01– _ O D- U) 60-40x7 r T 60-408 f I� ¢ THIS PRINT IS FOR -i w LJ z I-T LD JOB ERECT'rGi% ' Ix 0 � _ o 0 _v_ a u THE INLAND ENLINEEfl 16 NOT ACTING AS THE ENdNEER W 0 J m ST STRUCTURAL THE ENdNEER HAS HE COMP THE STSIGAED AL SUPPLIED B OF THE COMPONENTS 1 SECTION 3 ADEMAC AND SUPPLIED BY INLAND GNAMDGS, AND THEIR AS SHOWN TO HE ENT OWNEROCUMENTS. HIIAD DES, AS SHAWN IN THE CONTRACT DOCUMENTS. THIS GOES 2'I RW WALL PANEL NDT'CMiSTITUTE A WARRANTY,EXPRESSED OR IMPLIED, AS TO ANY OTHER FMNcrm,.PURPOSE, OR CONDITION. ENDWALL SHEETING & TRIM: FRAME LINE H PANELS: 26 Go, RW – Dover Sand LFORRIGID OR NOTE BUILDINGS INLAND BUILDINGS GENERAL NOTES: O DWG. # 12 2111 SECOND AVENUE S.W. QILLMAN. AL 15055 Overhead doors ore generally designed as field PHONE: 800"n-1606 FAX; 800-176-1626 located as indicated on the drawings. Doors may RAME INFORMATION. only be located in the boy specified on the drawings. For shop located framed openings, glrts INLAND JOB NO. are shop fabricated and shall not be modified. CO112-03 2. When the building is designed as enclosed the doors and windows (not by DWNC. N0,Inland) are to be wind 21 resistive. i ATTACH WITH (5) #12 x 1 1/4 TEK 5 SCREWS 16-907 CLIP 70-611 (.n,P) ATTACH WITH (4) TEK SCREWS MIN. 70-402 1' THERMAL BLOCK .el i 61-907 HIGH-LOW RAKE604 (4' HIGH) 71-303 012 N 11/A" �70- BK TO BK "C"_ _ _ _ _ _ — _ - - - TRIM TEK - 24" O,C. • ��— 40-122 5520 PANEL CLIP •• • ANGLE T 6 70-612 < i 1" RAKE ADAPTOR 'O i i i i I i i i 40-121 61-331 ANGLE "L" TRIM I; e 10'-0" D.C. MAX RW WALL PANEL d1 16-901 CLIP W/THERMAL BLOCKS ATTACH EACH SIDE OF CLIP 9� BLDG -01 PURLIN [WITH (4) TEK 5 SCREWS MIN. `r BLDG -01 PURLIN SECTION 22 r' 16-907 CLIP 1 ATTACH EACH SIDE OF CLIP SECTION ) WITH (4) TEK 5 SCREWS MIN. 22 16-901 CLIP o ATTACH EACH SIDE aCLIP WITH (4) TEK 5 SCRm BLDG -01 PURLIN oz D Iz on �m THIS PRINT IS a c � 0) 7 f4 x_�S TCrLS @ II" d Cr.G. V) > > m Z V 61-902 TRIM. CAULK ENDLAPS (2) ROWS 70-341 TAPE CAULK PURLIN Q a 61-903 RIDrE CAPv U1 w/70-331 BUTYL TUBE CAULK, CE VALLEY Lv ` a ,p Q m v D (2) 6" LONG 70-341 TAPE SHINGLE ROOF 22 GA. "B" DECK 5' CAULK - FOLD IN HALF. c L' SS20 ROOF PANEL o o .vo w THERMAL BLOCKS O o •� u On J 'B" DECK " FLANGE BRACE 0 &I • 71-391 TEK 5 40-901 10'-0 AT EACH PURLIN. LONG HAT. O A TEK 51-391 � ' FIELD MITER PANEL AS SHOWN 12-901 ANGLE 0 BUILDINGS PER LAP. 4" LAP rl C6 q k/4(-1,� 00 41[ear' BLDG-01 4 t 17 —m L .r+ ro rn.jm L.l INLAND BUILDINGS 2M SECOND AVENUE S.W. 2 2 R c r"rG ri > MU MN.&35055 PHONE; 900-139-169 ERECTION NOTE, SECTION 2 RIDGE DETAIL. FAxe 909-139-1929 HIGH-LOW, HIP, E VALLEY AREAS, ETC. ZZ ARE POTENTIAL LEAK AREAS IF NOT ERECTED WITH CREAT CME EXACTLY INLAND JOB N0. ' AS SHOWN. THE ERECTOR K 22 RESPONSIBLE BLDG-01 ( CO��1-01,O2rO FOR WEATHERTIGHTNESS IN THESE AREAS. RAKE DETAIL o NG.-0 No. RETAILER NOTE: USE 12 GA FOR SPECIAL HAT. 22 TO, s7rzL1T 12'- I o " F S / C-.o2ti1C-2 Gi27- Ati1GL� / SI CLIP r J cDL, R r 3 I a z. 303 o W i � q q u L,)ETA 312T...._ _- —CLIP G2 , i ` g J ti J J � (FIELD VC- LO T� ' F)Z FIELD Lc"cA r45 PU2L1 �� Q r/ter cU r- \ ` J I w TDP Car !-`U 2 L I r� a o L !^r r.... f ILLG ���earr.k'. Int \ s -7 j . PIJ r4 L I i .67 2 Ls.-r Q.o-r . 5 i +w\dJ4 IS, PRI I F v o •3 p 2 1013 ERE-Cllklt-40 -env 5,2LJ r- C L I P Ica- 713 BUILDINGS FALdL rn77Er4 I ( riEEco .WELD Tt=- F ..,�R. _. r M ISMY v ave M VJ�M M tvlK. r bc--7-,ZPL,.. � \� a I JOB NO. —� Co112•o3 IIWNG. NO. 23 N t 7o - 3D(E- Ld (2) 70 - 305 LL 9 -- — ---- ) t �o-�OG u (� a�F.�G� �� �1• - - � �o yeti -�- \ C�� � � rs 07 M M1 53� n Cj fn o• 3 _ 40 Fj \ ' :47� �� X60 . 60 dnQ\ / ��, 3� 1 k a° 1 a o w a a o ata fr •349 �� v X1. 321 PRINT IS loo vacriot4e , BUILDINGS FIi.,�M 1 TRIM w Mr 41.� li 7a- 3a� M....A....m... RwCiY Nii4~fi ---- (ZJ-frr LU. . 9 1 7, 1 JOB NO, C0112-0 110210 OWNG: NO. 24 n SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I RB B.C. 17. APP OVED FOR CONSTRUCTION ONLY - ' _ _ i N.S. RE D. (b-� '�/ FLOW 9J J 1l.P� k R STRIPING I B.C. 11.,5 EXISTING P. GONG, CU TYPC- _ SNpUI-pE EWAIK l7..e7 P LONG CURD P, GONG. This approval is granted for Phe consNucilon 0s the saniier{ - EXISTING 10'0 WATER MAIN. _ iP'y,VENEN'�34.34. NEW EXIST\N NYT disposal and water supply fcellitles pmsuent to Arb ics VE ,:nd SUFFOLK COUNTY aN 01 EDGE OF SIpEWA�K 944-2A 7 o1 the SUifol[c County Saniia y Code an:l IS not an Crpresscd WATER AUTHORITY _ W_ 1 EXISTING _ �'Hgj _ CO 'nor implied approval 10 dI5Cll arye (tom or ocCllpy the 1'G WATER INEW F. C - - - - slmch7re(s) shown. THIS I,DF OVAL EXPIRES THREE (3) _w' ' � SERVICE - - - - _ 11.15 YEARS FROM THE DAT I10w. i OF Pj, EMENT k 16.01 "E _ e DEC 14V +tao EDGE 5 RITE• DATE SIGN URE 17,7E SN g RIPING D (N•Y ' OULDER R O 46.00 i N •lI 177) ) „ 48p•g' 1140 _ , - .•c . •;: WATER LINE(S) MUST SC 1rgsPrc"CL"2, PY THE i ••' ac. ° �kIS T 17.11 ^°L�1T'�:A '"'' G�'i ', - 1 4 YT SUFFOLK COUIVT''f S1L7I. OF HEALTH k )•`%,� $v. p oj'E +", - ®T. MG30 � P �C F TGgGAL Bl i „ , �Q /� CALL 852-209,, 4}l f;,CIV::S uI' l.�IIANCT„ 1 ' q, � � PgR9I8LF � "A,\�(` NI�NCE C CURB 4 NYT 1 _ e.,o CR059 LOT L* l n.0n g® `�C'iSL11C1lUILG GRJS6'd:CTIc7P1(G}. 17.55 _ l T"' pc COEJ9 OT RAMP DOWN fl.T1 P_ ONC. • •1„�O,E �'3 in ® r' 31 °s CURB FACIN D F PAY ENT/ I 4 0 „ 7.7S TRA E GE O 5b.66 .Ic i T.u.�G.10 17.7 E. \ .LO r'' Ya0 . p,i {7.,T+ -t IN; ac, ® (Iq) 4. �' 0 1 ItYP ' 17.58 PAVED �> 941 H;15 W P. LONG 51 Z I '.L® i 1'( le c.M o T.cM,.00 to _ Az qg'' 114 N P L T.c. o• Geo ' 15.0 _ IN Foo m, G W (gTING ALL EEFIL�ED iI E%ISTNNT1105 OF G WA E \ \ AREP P W 5AN 9Y5T VED, BAGK SERVIOE O „ 1 REryO T. .p0 • i MGSO � i � \ \ T.G M,.O M : 1(PTt a VAG EXTENXISTIN Bus/ 'CIRGE ATr G ATER A 04AERVIC 31 30 0 115 O • `. 01 T' _ T� / ,, SANITARY O SEWER _ ZMANHOLE q._o' EV10E�1 / n O COVER WISES PUBLIC WATERT ExISTI G BUILD , - ' ' � o `I i I NGS 8� �o.r, A' BGM. _ �G'4 SUNRIS _ sd l �n�°� ,9.79 �ES/(,N C COAL / / „ o . \O�°\oO•E 8T0>zF�p. I� ` ) LINRJC / ' yap. RIOUE P • ,......, ' - - - ' j pYpRANu • ',ez ; RaLi-�QW - __ t1 ` 0 • •P�oy�N51QN `o °�y�° ` .o, GATe IATE 014_2„ _ - _ _ o�ol 1 gl1DINU G '"' GHG GOVER 1 r LP k y o�g�°' �5b 5. B�IE.OIN 5•F• 3000 O HI HI 1� ® ,� • EON +CPDE) .y0TANK -7 P 'F ' (CE, NCEp E - O LH y / 6 J 'POOLS -11 11 O pis in / i G\', I I L e . 0 i REryOV O O •' I ' � G, rF 3 / o ' TET 00 A 9 IN- Io I C, DOG V , '.co I / P C •`. O^ ✓' �I ''T° i 'Mors LQ p'OING o\ \ I r PRE .� II ® r ,c r F• El,. , , / G5 ^ -- M7bo I - \,G , i N IG. APPROXIMATE RRB��T ° Tu. \� ® i ' / - 1/ _ SANITARY SYSTEM 1 / LOCATION (USES PUBLIC WATERT (8 O 'Ie y r . Foo - \ \ Kol -T--``- +Tar p° ,Tp MTAp `\ D\,% I , o INN ll TRFNC 91' • Muo / ON (1:2p) v. T.c.+°17. N O. or r o I / .. T. %"F 'i '!, O��i u • T -`.1 i ' ! l CORP QN JS R _v mm u r O T REshLET ID uCT/QN DENT/A4 :),,,r YR/CT1 OUNTY SANITARY CODE ARTICLES 1 1 O, _ FA i ---i� ®T�I+^L'•0 ! / HEREBY CERTIFY THAT THERE WILL ' NOT ANY INDUSTRIAL WASTES OR O 1 ! OTHER NON-SANITARY WASTES DISCHARGED FROM THE BUILDING AND THERE WILL BE NO TOXIC OR THE SITE UNLESS SPECIFICO PERMITS / •. / % i / / POR V URSUANT TONTHOSE ARTICL 3. 11 ' OB ' -- ` oT CIE OI ® T UP E 70'-LT ry '660 I ` • \ / ATE --�----------- \ ! o RYE 17,;o ® I 5 R W'4TERJ SAHTY -0" ca I GZ. 5p00 _ -'- SYMBOLS: / :• \ % ^\_, , / ,' T��,Glc WA:TE ) SANITARY 1 / , \\ I 70•_0 SYM DESCRIPTION O a - - -- - I - 1 I I TC TOP OF CURB '- BC BOTTOM OF CURB 1 / r r , � I \ I I • BOLLARD ,L � ' I \ I TO TOP OF GRATE O 1 TL TOP OF LID 1- ,a ! I / I FF FINISHED FLOOR ® / R RADIUS / i I GS \ / r' \ I /l I EX EXISTING \ l•. r r . • \ i i l / I I / 10.2 EX. ELEVATION +10.0 NEW ELEVATION EXISTING CONTOUR `, v O FORMER CONTOUR NEW CONTOUR 30,_ ----------- C). / It __ • Mia3 -- l \ rs/oE YAC --------- - - G KING ,1 30, --------- % -_y ' _ r9) )° \ ! rsr-7E ygAyD l I / KEY MAP: SITUATE- GREENPORT, NY _ p \ I l N g,AON. Cq,. _ _ OAVEA oLYI G N ERFF r CgNB CA/(� r l - ' UFpE \ ®�,aao ' / WASP �- 1-_ - '--1 • PP-RSP, ' Nr; ENO ! l l 1 I ,a _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ 1 I / / / l I IRUV ERHEA m 3d•, " / Bg 7.p A \ l '\ _ 1 I rlgN O I / I BW PL$J mi pORWIN DS Fsu \p / .• \\ / / � I / l / I I LINT \ -_Mtao Xl$T/N RAV \+. / / . • s O/q / G / ®' 1 \\ / GRAIN WCATCH H/ 1 I I R'R' `.H'1 ; •. \ \ l // // • ' ARE LTOW Pi E/ I IENC�N v I I I,'rA LINNET \ / oVEA RYING I I 1 `V I 5=r 1000-I/-H 1 7. ' 1 i \ � l O LO I . / PREP RAINAOj / 1 �M 10 \ / NEw ,( -„- GR T�.e+TG '®r____ _ e rP_R ®_ m m D / 70 o / O , /T.4 M1.W D 9 A . . . . . . . . 1 ® - ze I I I - - - - _ _ _ / 262.90' F' D sCA - - _ - - - - - ENCS „ is . . / --/ - _ _ _ _ ' �g,g4'IO'40'W - _ - - - _ - - - - _ .- _ _ _ ' I O 5 10 20 30 50 - - - - - - - - - - - - - - - - - - - - SIrtE iL'� M _ _ - - / - -°- - LONG_ISLAN�-RAICfFO�GD CO-- - - - - - - - - - - - - 0 131.40' l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ l - - "'�" DRAWING INFO. DRAWING NO. - - - - - - - - - - - - - - - ;'`. LOCALE: _ - - - _ _ - _ _ �;' 'ALA, GREENPORT SCALE: I' - 20'-0' - - _ -* �• _ - _ JOB. - - - ° °11 o\ TOWN OF SOUTHOLD w rP a \ SUFFOLK COUNTY, NY JOB 1 AUG '= 41404 o n, I DATE:: 221 AUG 2001 DONALD A. DENTS ��n (��nn nD n n��D�(�n� � (J n��n `Yf 5CTMu 100 -4t.-I-1 REV.: IT OCT 7001 DOT MAIN ROAD D RIVERHEAD �UL+l(1 V IIJ"U(W e U w SUPPLY U � 1 ,11_' f� 1000-47.-I-2.1 5 NOV 2001 MAIN ROAD % "`°�^" e" _ / SCHD SUBMITTAL AQUEBOGUE+ NY BUILDING ,SUPPLY GRNPRN26 ((,31)'122-3511EEOT. Y C G�3EEHIPORCT VQRD ooT'I { OF 52 .2 C)F I SlJFFOLK CMINITV DEPARTMENT OF HtALTH SERVICES APPROVED FOR CONSTRUCTION ONLY REVO._!L-�l, rFLow A 3 40 4d I tiii S npprmm is granted for the construction of the sanitary °mposaI and tn,aftar supply facilities Fursuant to Articles VB and 7 of ti'le Suffclk Commly Sanitary Godo, anal is not an expressed nor iimplicd approval to discharge from or occupy the sburture(s) shovin. THP IPPROVAL EXPIRES THREE (3) SANITARY CALCULATIONS: _ YEARS FROM 1�i!E DgfEj LOW. TEST HOLE #B-4: EC14M L DATE SLf NATURE INFORMATION FROM. GWM ZONE IV, YIELD: 400 GPD PER ACRE McDONALD GEOSCIENCE COMMUNITY WATER SUPPLY 15 PROVIDED BY SUFFOLK COUNTY WATER AUTHORITY SOUTHOLD, NY YIELD= 400 GPD/ACRE PERMITTED DENSITY = 5.938 ACRES x (.00 GPD/ACRE = 3542.4 GPD WATER L i N F_(s) M U 5,T 8 V 14 J A N 19 9'1__ EL +48.5' SUFFOLK DRY STORE FLOW: 0.03 GPD PER S.F. OF GROSS FLOOR AREA i: 'CE WAREHOUSE SPACE: 0.04 GPD PER S.F. OF GROSS FLOOR AREA CALL 0 DARK BROWN To SILTY LOAM (OL) BROWN LOAMY DENSITY CALCULATIONS: 3' SILT (ML) PROPOSED BUILDINGS: BUILDING I (MAIN RETAIL AREA) 14,100 SF CHECKOUT 250 S.F. BUILDING 2 (DRIVE-THRU RETAIL SPACE) 23440 S.F. SUBTOTAL 38,010 S.F. BROWN FINE TO FLOW 38,010 S.F. x 0.03 GPD PER S.F. = 1140 GPD COARSE SAND (SW) BUILDING 3 (STORAGE) 5000 S.F. FLOW 5,000 S.F. x 0.04 GPD PER S.F. = 200 GPD COMBINED FLOWS 1340 GPD 12.1' WATER PROPOSED DENSITY: 1340 GPO / 6.938 ACRES = 224 GPD/ACRE WATER IN BROWN FINE TO COARSE SAND (SW) SANITARY SYSTEM DESIGN: SEPTIC TANK: SEPTIC TANK W/ (2) DAY FLOW): 1340 GPO x 2 DAYS = 2480 GAL_ USE 3000 GAL. SEPTIC TANK LEACHING POOLS: SANITARY FLOW. 1340 GPO LEACHING RATE: 1.5 GAL./S.F./DAY SIDEWALL AREA REQUIRED: 1340 GPO DIVIDED BY 1.5 GAL/S.F./DAY = 893 S.F. SIDEWALL AREA PROVIDED: (0 10'-0"(0 X 5'-C)" DEEP POOLS = 942 S.F. USE (4) 101-0l'O x 5'-0" DEEP POOLS wl TRAFFIC: BEARING DOMES ( C.I. COVERS NOTE, %(4,1le,4s?`lNqGE(S) CAST [RON _; by Dept.of Hwaah Services COVERS NEIGHBORING WELLS WITHIN 150 FT I' MIN./2' MAX.- T-0- GRADE P_CONC. COLLAR HEIGHT COLLAR NO KNOWN PRIVATE OR PUBLIC WELLS WITHIN 150 FT OF SITE 8" TRAFFIC PROPERTIES WITHIN 150 FEET OF SITE INLET-4-0 2400 PPE, ....... ..... MIN - BEARING SLAB I �O ..F. LO SCTM 4 STREET ADDRESS NAME DOMESTIC WATER SOURCE OU LET- MIN. MIN. PITCH /4" 1000-44-1 ROUTE 25 RIVERHEAD BUILDING SUPPLY SUFFOLK COUNTY WATER AUTHORITY 4"0 2400 PIPE, PERI(APPLICANT) tMIN. PITCH 1/8" j C 1000 1000-44-2J ROUTE 25 SEVEN-ELEVEN SUFFOLK COUNTY WATER AUTHORITY PER I' 1000-44-4 ROUTE 25 SUNRISE COACH LINES SUFFOLK COUNTY WATER AUTHORITY BAFFLE W/8"x 24" 1000-4-8 ROUTE 25 VACANT (THOMAS JURZENIA I WIFE) OPENING 1000-44-9 NINTH ST VACANT (ANNE MARIE NELSON) 1000-44-31.1 1000 NINTH ST DRIFTWOOD COVE APARTMENTS SUFFOLK COUNTY WATER AUTHORITY 1000-45-(..I 14615 ROUTE 25 SUNRISE COACH LINES SUFFOLK COUNTY WATER AUTHORITY 1000-45-8.1 ROUTE 25 VERIZON SUFFOLK COUNTY WATER AUTHORITY 1000-45-8.3 14825 ROUTE 25 PORTOBELLO RESTAURANT SUFFOLK COUNTY WATER AUTHORITY NO OTHER PROPERTIES WITHIN 150 FEET SEPTIC: TANK C.I. COVER 4"0 CLASS TO GRADE 400 PIPE C.I. COVER 2'-O"(MAX) PER I' TO GRADE I'-O"(MIN) TO (TYP.) PITCH (TYP.) 20" DIA. ACC EL +48.11' +/- 1 4"0 CLASS Q_ EL +49.2-, ze"�MIN_ NOTE: BACKFILL WITH T_ V 2400 PIPE L ERT CLEAN SAND FREE . 1/4" PER I' +45.9OF DEBRIS AND ORGANIC MATTER MIN. PITCH INVERT INVERT INVERT LP-44 INVERT EL +41.0' EL +46.5' EL +44.4 EL +4 Ni E 1 18' DROP T1. 1 5.4 EL +40.8';P' -REQ'D CLEARANCE I EL-tBIQ---- -------- ------------------------------------------ -GROUND WATER ------------------ ----- -----EL_�3LQ----- --------- it /101 x 5'-4" DEEP LEACHING RINGS SANITARY SYSTEM W/ 8" TRAFFIC BEARING SLAB DRAINAGE SCHEDULE AREA DESCRIPTION DRAINAGE VOL. NO. AREA ROOF 2"' RAIN VOLUME VOLUME RINGS EACH ADD-IN REQUIRED PROVIDED A PARKING LOT 10' dia.x T deep 480 C.F. 5 13410 S.F. 0.11 FT. 2245 C.F. 2400 C.F. B FRONT WEST 10' dia.x 4' deep 411 C.F. 3 4355 S.F. 2830 S.F. 01.11 FT. 1191 C.F. 1233 C.F. C WEST COURT 10' dia.x T deep 480 C.F. 8 11325 S.F. 4350 S.F. 0.11 FT. 3413 C.F. 3840 C.F. D EAST COURT 10' clax T deep 480 C.F. 8 11190 S.F. 5445 0.11 FT. 3809 C.F. 3840 C.F. E LOADING DOCK AREA 10' dia.x 4' deep -411 C.F. 1 2400 S.F. 01.11 FT. 400 C.F. -4]1 C.F. F WEST SHED AREA 10' dia.x T dee D 480 C.F. 9 10940 S.F. 14400 S.F. 0.11 FT. All 3 C.F. 4320 C.F. G EAST SHED AREA 10' dia.x T deep 480 C.F. 8 13190 S.F. 12530 S.F. 01.11 FT. 4381 C.F. 4320 C.F. G EAST SHED AREA, SE Overflow to woods 1 541 C.F. H SOUTH SHED AREA(HI) 10' dia.x 5.5' deep 315 C.F. 1 9590 S.F. 0.11 FT. 1598 C.F. 1508 C.F. H GRAVEL AREA (0.40 factor) 10' dia.x S' deep 342 C.F. 4 14910 S.F. 0.11 FT. 2121 C.F. 1110 C.F. H GRAVEL AREA, SE Overflow to woods I 1441 C.F. I MAIN BLDG, NE 10' dia.x 53 deep 315 C.F. 1 2830 S.F. 0.11 FT. 354 C.F. 315 C.F. J MAIN BLDG, SE 10' dia.x 4' den 214 C.F. 2 4350 S.F. 0.11 FT. 644 C.F. 548 C.F. K SHED 2, SE 10' dia.x 4' deep 214 C.F. 1 1245 S.F. 0.11 FT. 158 C.F. 214 C.F. L ENTRY AREA 10' dia.x l' deep 480 C.F. 1 2240 S.F. - S.F. 0.11 FT. 3 1 3C.F. 480 C.F. TOTAL 54 101910 S.F. 48220 S.F. 24548 C.F. 25405 C.F. ALL DRAINAGE RINGS SHALL HAVE A TRAFFIC BEARING TOP SLAB AND A CAST IRON COVER OR GRATE SET AT THE SPECIFIED ELEVATION. DRAINAGE RINGS SHALL BE CONNECTED AS SHOWN WITH 12"0 CORRUGATED POLYETHYLENE PIPE. DRAINAGE RING (TYfo) NOTE: DRAINAGE PIPE C.I. COVER/GRATE FROM DOWNSPOUTS TO TO GRADE OR DRAINAGE RINGS TO BE BURIED CONCRETE 800 PVC PIPING(SDR-35). 1'-00 TO COVER (SEE PLAN) DRAINAGE PIPE 2'-Oo PRECAST CONNECTING DRAINAGE FCOLLAR *GRADE RINGS IN PAVED AREAS _ SHALL BE 12'0 CORR. POLYETHIYLENE PIPE. TRAFFIC OD, BEARING SLAB 3: 30-01, w PRECAST DRAINAGE RINGS uj CLEARANCE ----------------------- -- ------------- p SELECT --------- SELECT GRANULAR FILL—> GROUND WATER C-4 ............. m --- ----------- W V LA LOCALE: DRAWING INFO. DRAWING NO. J* ARCHITECT: JOB: GREENPORT SCARCE: 11' - 20'-0" TOWN OF SOUTHOLD JOBI NO: 41L04 SUFFOLK COUNTY, NY D I DONALD A. DENIS DATrE: 21 AUG 2001 ILI' P.O.5OX 50 q� r_ SCTM# 1000-46-1-1 REVf.: 21 AUG 2001 RIVERHEAD 4b MAIN ROAD BU�LD 5,; C� 0 0-7*1 -k-, 1000-46-1-2.1 SCHO SUBMITTAL AQUEBOGUE, N.Y. BUILDING SUPPLY OF TO�- 5 N40V 2001 MAIN ROAD (RT.25) (510122-3511 GREENPORT, NY U'RfECHpORT VARD OF 32 `F-. n VOND sxDv G lU ' •° ' , d - , SNIPING " .. ., YI1 FNM 4 Z Q.J� SOONG • e ' , a a e FSIONE OUMCN. OUND STONE MON. f N 89'3330 E 232.16' +. ° ,♦ FOUND BTOHE MON. 287.85' ar 'WE GONG f ° �' _ ' o"ai°y, / waog 81'49'10 W "G, FAVEM , + �. ed • _7 . • ° ° ° • 27 " p6 • - AOEM.N✓'.. 4. -I'2JO^ W r� 1/ 3; g0 T�'I E T J STR � ww4 \ 1N , PG.E DVfNH a: ('FRO _ DRNN GRnIE - .` • • d - - YN0.� - •.P P PDQ' Do UGHT POLE ' d - " • ' • aEaNFM M Os'E OF PAVEMEID w EWE , .• , • ^ , tl - PN12 ' a• ' I . d , '. ° ' d• , Rptl` ` . \ O VY'P PDS, e • • ° s 30 6 .. • ' ' .. - •,A 41 -� ,-F_ .� • n,ER v0.`T` / P PDA 1 . •. a, ° a - N 750^ 40i C 5p a' ° - 3 3� - E - - .. a £ • 4 DPN q e - -• ' - Mqi,. N 5.5 - .;sDEW"f4"`- ° P cDNc caaa• d r •- ° e 1 a 9 r Q .p0.RN/qq. p ' NO IGD fE0.M._ • d ° vEME,11 EAG` - ` "4 L) • Or Pnv, • • FDU 1. .AGN FDR . R • a \� -_ :LOPL . D 1n a,, �N� 1 /e^. °♦ • 'ISPNn% , ° . , N (''``/1`� LU •. • _„oM]'MR6 PAVEMFJO Ow FENCE 1 TE. ` - ° a '✓ \ ° ' ° ' ' O, 1 a ° • �l • ' a . • • dDRN . °. CAVA UNK FENCC \q Lq J - O �� ` , 9 , • •DRNN, , , ° '/ •va a\ e° , • • ° , • � , Co ON _23.5' /) ♦ v^ • • _ °• G• °• ' � � POST W • - szt ' • - 5 ' . ' ' - • . cvPO . `1 , - -�i✓MP RISE 2 - - / ' d:• ° O a • j - _•l _ � P POA �E l' ,9 f �„ ,3,• � _�1 ' W. . m ., • ° ° .♦ $ - £F cOPG RUTLp1NG CORNER"A• 51e' • ! o •• n , • N ,n9 C 78. 2 D, P cu 34 'pp E OO �uD '' ^• • a, - - OO Fyi' UAV`FENCE FFAIC[ A. O • ^ a , ,° , , .• ° °' + • ' , G^ —\ Ch11N (INK TENCE 122.00' m W a aN cvae // LP0 \T ry 1P mW a 7 ' a'= P L� SEPTIC SYSTEM MEASUREMENTS \ \ EMENTS sD d VO � STORY METpI & FRpME g SIT-1 ? iLo3 n� DESCRIPTION BUILDING CORNER"A" BUILDING CORNER' S" '. • SEE Wk AROUNO EeNCE , ° , � 1 ST 1 75' " a ,p, 046'6" - ♦ �"x -i//'. _ n � Tcx� / `�`\\/I /LP-5\t ST 2 76'4" 47,4„ x � pD! ; \ . IpACHING LP 1 78,0„ 59'0" Al o\7 LP 2 75'0" 73 8„ a gz LP 3 92'0" 60'8" ° -'p® a .a A RU1wLNGCORNEFO" LP 4 97'4" 33,6•• PAYEMEM 04'W w • N" • • •a ' ° • '' ^ ' ' • ♦ • • Id �,.q,5� IIP> LP 5 105'6" 41 ,8„ e •qRN .a • , ° ' '°- .1 \ aaoF o R GOAL _ L0.4DING GDGx LP 6 1 1 4'8„ • . •DRNN 226" a W a• KA(EM .. . N - . 90(IARD D,aT fR`J -,- DRNN�aa a e ' s SURVEY 0 PPAVEMENTIG'W o d ' • , a 1- - - . ° F PROPERTY o�. ♦° .' : a I ' oRN� ' e . ' RFNN RN J SITUATED AT f 37 GREENPORT d « ^ ° ' ' I ✓vRD - - ,• . , d L, - • ' D • e ' • Pi _ I3y. M�lE GOJER Y ATO 22 •-:CON A° ° e o TOWN OF SOUTHOLD $Ug dl ' u WAG TMNSF00.MFR P° SUFFOLK COUNTY , NEW YORK 11'1 S . C . TAX No . 1000 - 46 - 01 — 01 1 J 411 l a ° 1000 - 46 - 01 - 02 1 / A . SCALE 1 " =20' JANUARY 6, 1997 I , SEPTEMBER 17, 2002, ADDED FLOOD ZONE - ^ ' FEBRUARY 6, 2004 "AS BUILT FOR HEALTH DEPT." .- a I 1 / I 11 • ° . - , = a / VJ e y Cp TOTAL LOT AREA 258, 124.35 sq, ft. JJ, d a i 114 GRAN 5.926 ac. a ° 00 i 1 / i i 3• P O W O " f O4 4 ' rr a -.4 O DWI` 4 \ \ � • ed ••. /r Q1 �/ 2 Ill/ /I . a d 2^ .• •� ° o- � rr5` • � 1 I 1 I �4 •� r ,l/[ 1 I / I. •d e ° a . $,�'j$a, 4NrnF-'O ° I} m O Q e . ./ ii4 11sad' ro - � � _ loss q 4 61 ca A. Q � Q ~ ° • / l1 I Ill 1 . ' , ^ ° d ° y r I I I tr 4 Ny i • � � ` 4 41 ' °• , •^It • \ ^cx .if 1 / r l a r ~ . COR, J a � . e . 111 I / 1� a' •�F . • - RTAid's - -ar.T' l �1 • a• P POA I 8 4 e a V Ro4,yeS Bl • •tl . I �� " ^ I ° ° POST 4. a IN A. .NCEaF• • ' d• ' • . IIII , ° aI ^ a ' • • , ° II 'tel pA'Smow, A4 LN4P Poor ° t al 4 I V11 To _ A a I Y °• • •M I OTWN� / II �ORMN II " / I 1AMP POSE II I I FENCE 41 a.70' No,D0.1�'S RO.N W W GEI MAE I Ff�.el 1 2'N. 11'W SFIXKME RACE Q I FEN40 W FENCE FOUND W � I 12CE'N D]'N S,aNE MON S B4•tO 0 394.30' oRNN� ,I� POST I IH R IJAR FENGE O -„W UNATHORVED ALTERATION OR ADDITION SEGRON 7209 OF THE NEW YORK STATE N N VMP P� •—.—"� TO THIS SURVEY IS A NOI.LDON OF UCATION COPIES OF THIS SURVEY MAP NOT DE MING 'a THE LAND SUR OR'S IN SFAT ON Z2 r EMBOSSED SEN. SHALL NOT BE CONSIDERED RML RW ,R/Cx5 TO BE A VALID TRUE GO" fENG \ CERTIFICATIONS INDIC/,TED HEREON SHALL RUN FOUND D.e N, e YE - T . n T, ONLY TO THE PERSON FOR WHOM THE SURVEY CDNC MON. IJ\/ L/\_1 /61 IS PREPARED, AND ON HIS BEHALF TO THE p `11 '1F �� \ TRIE COMPANY, GOVERNMENTAL AGENCY AND 5 S4.1 p'4p„ YY II LENDING INSRNIION LISTED HEREON, ANO �L JYLJJ TO THE ASSIGNEES OF THE LENDING INSN- TUTOR. CERTIRDTIONS AAE NOT TRANSFERABLE � ONG � �� THE DOSTANCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF RNL ROAD ,R/DKS ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM NOTES�v �""D"RDB EDR �"` _°' '� '"'ED Joseph A. Ingegno . RY THE LIALS. AND M1. p A' TED FOR SUCH USE 6Y THE NEW YOR STATE IM•0 TOLE ASS( ATON. 1 . FLOOD ZONE INFORMATION TAKEN FROM: Land Surveyor FLOOD INSURANCE RATE MAP No. 3610300176 G ,�a��trey,' ZONE X": AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE Title SGNe DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN jl; .; T YG — Subdi,,.Gm — SOD Plans — CUR.t.,GU.o Layout 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. m � `.'�'+'" "i • ' PHONE (631)727-2090 Fax (631)727-1727 ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN OFFICEt LOCATED AT MAILING ADDRESS i•°I�' , N Y.S. Li.. NO. 49668 1380 ROANOKE AVENUE P.0 Box 1931 NIVERHEAD, New York 11901 Riverhead, New York 11901-0965 96-3650 / �pIpING BNOJIOEN LJPB ' LONG ' P\NG ° ° - rxOM ° ° ° _ ,, , R"NONE' • ' • . . , 9 d • f'N°JIDE FOUND FANO • e - , , e ' STORE NON. STONE MON ! ° - n ° FwNO 287,85' N 89'33'30" E 232.16' • • , STONE MOR. ° .• - - . ° • " . .° •, a _ d. • LURE• ! ' .. _ - • "° " M•.°A. n• d•.• oSsg1.49.10� W w . 215' : _ W / RB � s . R cONc W J a �1� \ � T • - e• ss LAE .� / • " \1� T� \N S,R \ ., e . "M P OVFRN WIR4 • °. m s RE L �FR0N 1 ((?0 • ' • • ' •, • ° • ' P� VePFS• _ - - PP PO`'E MGM PORE— MGPO e 0 4'E ' ° EDGE "F A`FYEM ' • • • •T - e • M PgA2 _ - I \ P POST U c ' ' - 4 ° •' ° JO,r G i `/ E'. ?-ASEP RKY' p POS\ "I d " ^ • e - DEED _-. - wA wAtvFn d d " 1 ow+N� bt° \ 04, N 5D44D" E •E 5iJ p9 �" 1 ° ` W A. RO 3� C °d• h ate. 5 a CS 9 5 •. aNG • °^ • _ •• JR`mN'O y,, N 1 rpIIL. � .° /e e nm � ° EM �' ti y EM M VE • MO • N A • • Vl FW F9R - •OPM t ' `a e •HAE • FOK 4M. P LV - °OF LO,IL. -,_ • •1^ d • OPNN/" ° d , ' OpNN� NyN Q � �j ` • • OhREWlO VAP6 0 BM G _ ° w ° '° • I I e • ` • e • bNK FENCf \ q EU • PAVFYEM Q FENS 1 YE ` 1 •° ° • a • • ` ' ° , , " • 1Fg�''°f 2 JEIMEr„KI Pa `io ` " 1 .. I .re :\ 4 • d ' e O 44 ao N — / Y a 1- ^ .` °• PUst BASE It I N. f yp O • W • g SIABF eJ • BK'E W ' ' . ' . d • GUPB } P 'GONG- • •. ° / • \ / O W 2 ' • • 1 , OM ' Z4 O e _ Pos �E ' _ N . l _ P J RNR A• sIe a " ° �"" W - y .Z ,z10•,A9 S 7 pv ,s 8'34.0p, d P E Q - , Ic •. ,• , y Vt2, FEMGEz QOfzl S •. °' - ,05 \ U1W. FENCC [L' tdl S ,� \ / qW Q •I • .� ° ° • • NUNK FENCE 122.00• 4. d C&C. Be i LPO \I o < n � � ' SEPTIC SYSTEM MEASUREMENTS bus. " � o SO-F/ ST, DESCRIPTION BUILDING CORNER"A" BUILDING CORNER"B" - 3 A � ,.. //olwN - \ � MET PL SiO1 0 TENK $T 1 75rD,r 46x6„ • eFENDE , LP-4� ' ST 2 76x4„ 47,4„ a n' CNN EK ' °''ywr° Y\- / G 9 • • Nr . . o. •° \ ` HIND LP 1 78'D" SJ,Qn ° % / n •°, ''_- �1'. LP 2 75,0„ 73,8„ LP 3 92,0„ 60,8„ ° " 4z. •' •• °• U\WING CORNER R" _ _ _ LP 4 97.4„ 33,6„ PAvnAExr dA'w. °IN •� °• e e • ° ° _ • e. LP 5 105'6" 41 +8„ Gwe . . sRAIN� , ' a• •° . pc'.+03 Be TNG OOCL'ONKL _ _ _ _ LP 6 114,8,E 22+6„ " . . .. •pYNN .RGpi °'"STOOP — Q w • c ' a • d /•. ' �' ° n • 'SHALT PAvfA,FjFTe " a ' •. " ae° • °d• J e• N " •`�wOMA4U - dwE ARG d \ d °W"p E SURVEY OF PROPERTY PANEMEM sew ' `� '• ""1, A . • , , • • • I, 'e •••° • • • ej 1 IRENCry (I3 S1 1 L/n TED n 1 '. �0 '° ,� " ' ' ° ° n •' I DAN ° • e e,d�' •d• • ' , ORVN O . ' O� — r _ ° . , • : e a : aRN GREENPORT - -� a w� �.y s ., . ' � . Nc TOWN OF SOUTHOLD • " , t ' " °V " • ', ° Tp,',URmER n D - 1 „ PM SUFFOLK COUNTY , NEW YORK • 11 91.9' -,�._.---'GOUA ' •• , e T S . C . TAX No . 1000 - 46 - 01 — 01 ° °, 100046 - 01 — 02 . 1 4 4 %I 91.. SCALE 1 " = 20' /// qM,H: . O n. •/1'I a ° ° \ JANUARY 6, 1997 , l II / - " " e SEPTEMBER 17, 2002 ADDED FLOOD ZONE ' • °^ eA FEBRUARY 6, 2004 "AS BUILT FOR HEALTH DEPT." ,a I I II 0 ° ° r^ TOTAL LOT AREA = 258, 124.35 sq. ft. d 1 , I lI ° ° ^ W : a CO W 5.926 ac. d'e l I I l l, ° i, E3 O e : ° P 4 ° O d I I l I I ° � ' ° l II lI � ° . v ° I' i i ' . . . . d OPNK� • r, Il I l II Il I ° OPNN� . . - T '. ° e �A J a . . M. 3 ,I I I I , l� • - - ° it 1 a ..QD .. ,•• 9w �'° v rrQ \ ° a • Q 'A/ O Q h ° •\ / I J- I ,AWN _ _ �.� . ° 1 I, O $ a n IDs U' ° °. e • IIS/llh & I d ` � ` I 11 \ � / I ' ° .�•. Z sdS •° _ QGo1 W _ Ct4 41 ` \ 1 I a Zd. x 4 A' 1I I l I 1 ° • • �!k� • oN•�� ° II I I I e ° ° g• - e S a ,11 � 1 / • � : ! g ' w • ° •' I •. Ill 1-fl I ' • • e NPy. , " .. CONC n ° f / I /r e •• ••, /GYP PMT II F Iq C • ' •:° °.• 0pW'PD� e •e '• '• n II i 14 . " • ° v ° I e °. ° • . • ° ,•• °'- P° •.•d ' b• . . e , ° : •° • ' '• ° ( • ' a. •• • ^• II 'e° ' • .•d •• . 'q " ° . e : , , ^° •`1 GYP PMT II .10G PATEN• : ' ' ' • , " e •I• ' ° •, • • ! • I `/ 1 UMP A d'" " eT POs ' ' r . °III /4/ I 3 Lit E , _N I I I I I tn? w q� I 'RAS DRAB I OPKN/- rye POSE II • Now PNL ROM / I FENCE YON. O.LS asE 418.70 � FENCE STOG E FENCE W 41 I I VENCE FE xE Eou"° 5 84'10'40" W Q" STONE IAON- w � I 394.30' O / LWp PMT I C1WN MHH iEHGE `- UNAMOR¢ED ALTERAPON OR ADDIDON O ORNN G,y,N I TO TMS SURVEY IS A AOI-MON NEW YO OF EECRON 7209 OF ME NEW TORK STATE EDUCATION UW. �LNIp POST COPMEIES MDF SUHIRVEYORSINKED SEAL ORMUM' NOT RING io •�.— EMBOSSED SUL SLW. Nor BE CONSIDERED '�• TO BE A VAUD TRUE COPY Z Z �" RNIL ROM lAMNS CERTIFICATIONS INpCATE° HEREON SH RUN FINCEONLY TD THE PERSON FOR WHOM RIE SURVEY IS PREPARED, AND ON HIS 13 H TO THE �1 A THIBEUEND COMPANY. IGOVERNMENTALLISTSHE EON,AGENCYA AND O 0'N. B.YE 11` 1�� JL LENDING PANY. LISTED HEREON, AND FWHO /p\ TO THE ASSIGNEES OF THE LENDING INSI- WNC NON .(-1 TURON. CERRFlGTONS AAE NOT TP.WSFERABIE. 5 84' 10'40 W PAIL � JJJLLL��b LONG I s LAN ID � Y1 THE DISTANCE OF RICHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. RNL ROM TRICKS PREPARED IN ACCORDANCE WIIH ME MINIMUM STANOTES: "°E° 'S AND _° A D ADO"FH D Joseph A. Ingegno RY ME II.ALS- AND SUP AND ADOPTED FOR SUCH USE HY 1HE N YRK STATE I.WD TRUE ASSOCIATION �+ 1 . FLOOD ZONE INFORMATION TAKEN FROM: ws==', =- . Land Surveyor FLOOD INSURANCE RATE MAP No. 36103CO176 G mmfg "F ZONE X`: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE Yr ',`�\� s Title surveys - suhdivlslons - s)te Plans - construction Layout DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. PHONE (631)727-2090 Fax (fi31)727-1727 ZONE X AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN- ��I� „y� • _ OFFICES LOCATED AT MAILING ADDRESS N Y 5 UL. No 49668 1380 ROANOKE AVENUE P.O. Be. 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 96-3650 -- -- - - - - -- - - -- -- - - - -- -- - D I I I I I I I I I I ASPHALT ASPHALT '^n' ROOF ROOF over 3" nadable msula[Ion ALUM. r—� SHINGLES SHINGLESoardl GUTTER o ❑ (TYP.) (over 3" nadable msula[Ion n Board) ROOF PITCH - - --- - -- ROOF PITCH (6 IN 12) (6 IN 12) ASPHALT 9CCF ROOF r w SHINGLES ROOF PT 0 RIDGE (10 I/2'P IN 12) (Y /STANDING SEAM 29 GA. LEBI " nadable Insula Lion GALV ALUMS ROOF PANELS to Q STANDING SEAM 29 GA I RTU-I SCREEN GALVALUME ROOF PANELS O` WALL ALUM 5' GUTTER I (5' Hlgh) O (TYP ) /RI OOF PITCH CURB-MOUNTED IN 12) 00 ROOF TOP I HVAC UNIT I II In�,I^�I,InI CEJ I 1J I I - T ROOF PITCH 1 (I IN 12) ASPHALT RIDGE ° ROOF SHINGLES 1 Iylll I ofovar 3" nadable ins la[Io ROOF PITCH I Board) (I IN 2) I I I O I I I I I I I I I • I I I CURB-MOUNTED DRAWING TITLE: ROOF TOP STANDING SEAM 29 GA HVAC UNIT GALVALUME ROOF PANELS ROOF PLAN P' o ° I RTU)-2 I_ ,L__ __ _I V SCREEN qCC w )> WALL _I Fr O r _ O � ASPHALT I ROOF T I SHINGLES 1 I ROOF PITCH STANDING 5EAM 24 GA. JOB. RIDGE (10 1/2 IN 12) GALVALUME ROOF PANELS NEW BUILDING: RIVERHEAD laver 3" nail hle InsulaGlon I ❑ BUILDING SUPPLY Board) MAIN ROAD (RTE. 25) -( TOWN OF SOUTHOLD ROOF PITCH ROOF PITC SUFFOLK COUNTY. NY H (6 IN 12) (6 IN 12) SCTMt< 1000-46-1-1 —, oa I 1000-416—I-2.1 _ ARCHITECT: ❑ ASPHALT ASPHALT ROOF ROOF SHINGLES SHINGLES P.O. AL A. DEN19 I BOX 5L5 (over 3" na lahle msu aeMAIN ROAD AQUEBOGUE. NY on I 1 Board) I ❑ I - --- - - ----- -- - - - -- -- - - - A_ _ _ _ _ __ _ ___— _ — ____ __ _ _ _______ (L31)122-3511 ALUM. ❑ ALUM (FAX)122-3859 GUTTER GUTTER (TYP.) (TYP ) SEA 3�F AgCH1 yq O ALgN Tt ROOF PITCH ROOF PITCH ��rpv G1c� (6 IN 12) (6 IN 12) ¢ o u Q Y p E - 0 2 9 8 12 20 © w Bits I A ;2 ASPHALT ASPHALT ROOF ROOF SHINGLES SHINGLES 9 JAN�' 2003 (over 3/4" Plwod) (over 3/9" Plywood) ROOF PLA � 21 APRIL 2003 BUILDING REV.: DATE: 30 DEC 2002 SCALE: 1/8' - 1'-0' o ❑ I I- - -- - - ---- - --- JOB NO: 9L01 j <�(Fr I J PGL I DRAWING NO. I I I I ROOF PITCH /(�\ ASPHALT 1 (10 I/2 IN 127 L//-V\ ROOF I 3 SHINGLES I OF I ASPHALT ROOF SHINGLES 'GALVALUME' METAL ROOF ASPHALT SHINGLES 12 RAKE TRIM GUTTERS AND LEADERS ... ........ GUTTERS ! LEADERS GALVALUME METAL METAL SIDING METAL SIDING ROOF 'DOVER SAND' 'DOVER SANOP FIBER CEMENT (COLOR) (COLOR) SHINGLES L 'TAN' STEEL COLUMNS ..—„-.=OPEN 00 00 00 00 000 GATES Es ------ ---- L DIN DOCK ------------------------------------------------ ------ ------------------------ -------------- BUMPER STRIP O RAMP LOADING DOCK SOUTH ELEVATION OF BUILDING I c= 1/8w It-On moo ra). 'GALVALUME' ASPHALT PLUMBING METAL ROOFSHINGLES VENTS FOR C3030 W/ 48 TRIM RESTRO ROOM R006 7\ 12 GUTTERS AND LEADERS FIBER CEMENT TANGLES 00 GUTTERS AND LEADERS 0100 GUTTERS AD LEADERS turrAL 11 G ib PIP _q METAL SIDING a c= 'DOVER SAND' 1! c (COLOR) CW24,' IPSO MEE THE ------------------------------------------- AC AC ----- -- ------------------------------------ _LLjL11LJ4 Z ------------- ------ ---------------- --—----------------- DRAWING TITLE: ELEVATIONS EAST ELEVATION BUILDING 1 ASPHALT CIR30 W/ 4* TRIM 'GALVALUME' SHINGLES METAL ROOF JOB: BUILDING 1 12 RIVERHEAD - -——— —— GUTTERS AND LEADERS BUILDING SUPPLY --------------------------------- ---------- MAIN ROAD (RTE. 25) FIBER CEMENT ASPHALT SHINGLES GREENPORT. NY SHINGLES fGALVALUME' TOWN OF SOUTHOLD 'TAN' METAL ROOF SUFFOLK COUNTY. NY GUTTERS AND LEADERS GUTTERS AND LEADERS k 101hcp SCTMS 1000-46-1-1 Q Sol? 1000-46-1-2.1 GUTTERS AN LEADERS 71 ARCHITECT: HING!05 L. all I DONALD A. DENIS 00' P.O. BOX 565 ALUM STORE FRONT 'PU124MAIN ROAD (WHITE) 3432 D THE AQUEBOGUE, NY (FAX)122-3859 ------------------- Ll .14 ---------------------------------- (1,30122-3,511 NOTE% SAME WINDOWS ON OPPOSITE WALL OF CHECK-OUT BLDG. WEAL: APC.,tv/.., WEST ELEVATION 40 BUILDING I 4t 0 1/8 #-ON ASPHALT ASPHALT SHINGLES SHINGLES DRYVIT STUCCO OVER STYROFOAM AND DENS GLASS SHEATHING 12 SIGN 1/C=F2 12 12 1 JAN 2003 CM24 (RED . 21 APRIL 2003 10 1/2 W/ 40 TRIM @MELETTERSSACKGROUKD) 00 10 1/2 10 1/2 21 �1AY 2003 ASPHALT REV.: 0 SHINGLES TTERS AND LEADERSGUTTERS AND LEADERS GUTTERS AND LEADERS GUTTERS AND LEADERS DATE: 30. OEC.02 UPPLY CORP SCALE: 1/8' - 1'-0* COVERED DRIVE-THROUGH JOB NO: 94,04 E HIM m ED OPEN ❑❑ DRAWING NO. FIBER CEMENT SHINGLES FIBER CEMENT CHECK-OUT TAW SHINGLES pww "JOSO 'TAN' ■� ------ ------ ------------- -------- ------------------- ----- ------ COLUMNS I TRIM MAIN ENTRANCE ALUM STOREFRONT L PAINTED WHITE (WHITE) NORTH ELEVATION BUILDING I OF AS 1/8x = 1'-0" ROOF PURLINS 3 5'-0" O.C. (MIN) STANDING SEAM 24GA. GALVALUME RIDGE CAP ROOF PANELS. 6" BLANKET TYPE BATT INSULATION n W/ PSK-10 (WHITE) VINYL VAPOR BARRIER. (R-3.0) Iq------------------- � luti c GUTTER it r O DOWNSPOUT v 4" BLANKET TYPE BATT INSULATION W/ PSK-10 4" BLANKET TYPE BATT INSULATION W/ PSK-10 (WHITE) VINYL VAPOR Q � ( BARRIER (R �Ii? 1-5WHITE) VINYL VAPOg Q i BARRIER (R .4 E-- RW-9 WALL PANELS, 26 GA. (COLOR- DOVER SAND) c STEEL JOISTS O O 3/4" Plywood i s O MOO 2-HOUR FIRE RATED O _ cv 16" O.C., 1/2" GI T GYP. BD., BOTH SIDES, C F.G. BATTS 5/8" GWB > DESIGN U412 OFFICE CORRIDOR INVENTORY d i 0 METAL STUD WALL r W/ 6" BATT INSULATION C THICK COMCRETE FLOOR SLAB ON GRADE GRADE I 2" RIGID INSULATION CONT. AROUND 2" RIGID INSULATION HAUNCH CONC SLAB PERIMETER MIN. RIO - CONT. AROUND UNDER BEARING PARTITIONS I 4' VERTICAL PERIMETER MIN. RIO �- 4' VERTICAL MIN. SECTION ('oAA L---- I DRAWING TITLE: ROOF PURLINS a 5—O" 0.C�. (MIN) SECTIONS STANDING SEAM �40A. 0A41-VALUME STEEL ROOF FANELS ROOF PANELS. 6" BLANKET TYPE BATT IPNSULATION W/ PSK-10 (WHITE) VINYL VAPOR 12 12 BARRIER. (R—� ) 6 � 6 RAKE TRIM ROOF .JQB; ASPHALT ROOF SHINGLES / PURLINS I NEW BUILDING: 154 FELT, 3/4" PLYWOOD '� METAL ROOF DECK ' - UP TO UNDERSIDE RIGID FRAME METAL WALL PANELS BUILDINGASUPPLY METAL DECK � OF METAL ROOF MAIN ROAD (RTE. 25) ROOF PURLINS a 5'-0" O.C. GREENPORT. NY TOWN OF SOUTHOLD SUFFOLK COUNTY. NY GIRT SCTM# 1000-4L-I-1 R--;�O Batt Insulation 2 HR FIRE RATED WALL 1000-46-1-2.1 Iq RIGID FRAME 2X6 METAL STUDS W/ BRACING ARCHITECT: DONALD A. DENTS �-2 LAYERS OF 1/2" GWB BOTH FACES PC A.I.A. R-19 BATT INSULATION P.O. BOX 565 o MAIN ROAD AQUEBOGUE. NY RIGID FRAME METAL FURRINVG AND (631)122-3511 GWB DROP (FAX)122-3859 EXTERIOR WALL FIBER-CEMENT SHINGLE PANELS (T EXPOSURE) GIRT LASS GOLD VENTORY HEADEROVE DOOR SEAL- [I— PANELS tier 5/8" DENS G �o ARc 0 FIRE RATED GYPSUM RETAIL SPACE IN SHEATHING A 2x6, 16 GA. METAL STUDS, STEEL COLUMN (W/ DIAGONAL BRACING) STEEL RIGID FRAME C F.G. BATTS (819) 5/8" GYPSUM BOARD C THICK CONCRETE FLOORo 6" THICK CONCRETE FLOOR SLAB ON GRADE � SLAB ON GRADE I' 1 9 JAN 2003 ' O RIGID INSULATION AROUND TION ZI APRIL 2003 2 I E—�2" RIGID INSULATION PERIMETER MIN. RIO REV.: CONT. AROUND _J PERIMETER MIN. RIO -J L-- I '- DATE: DEC 30. *02 I SCALE: I/4' I'-Oo SECTION B JOB NO: 9L04 1/14 = 1'—O" ,45 DRAWING NO. OF 8 12 ROOFS TO ALIGN STEEL ROOF PANELS ASPHALT ROOF SHINGLES 6 RIDGE CAP OVER 3" NAILABLE INSUL. BD. METAL ROOF 12 EDGING STEEL ROOF DECK BLOCK OUT 6 RAKE TRIM FASCIA 8" ISULATE GABLE STEEL JOISTS WALL TO UNDERSIDE OF BLANKET INSULATION BY O ROOF DECK METAL BLDG MFG. PURLINS STEEL JOIST TIES METAL DECK �� METAL ROOF DECKING STEEL FRAMES R-19 METAL WALL PANELS RW-9 26 GA, PILASTER ROOF PURLINS 5'-0" O.C. 4" BLANKET TYPE BATT SEE BLOWUP INSULATION BLOCK FOR LETTERS AS REQUIRED SIGNAGE— 5/8" DENS GLASS GOLD (WHITE) VAPOR PSK-10 BARRRI (R13) ER Q ASPHALT ROOF I" STROFOAM AND DRYVIT STUCCO PURLINS GIRT a SHINGLES 2X6 METAL STUDS RIGID FRAME HE 2-12 SW18 BOX BEAM O 6"X 4" ALUM FLASHING- 8 GAGE TRACK TOP d BOT. Q GUTTER Q (WHITE) y METAL FR MING ':n O IHR FIRE RATED WALL METAL FLASHING CLIP A IGLE GALVALUME STEEL ROOF I R-19 INSULATION DECK O 5/16" HARDIE A i i 12 ON BLOCKING i i� I l 6 STEEL JOISTS a i 5/8" 01113 ii i I I 2X6 METAL STUD WALL 1 3/4" X 4 1/2"1 1II I I lO ALUM STOREF i N i I II I 5/8" GWB BOTH SIDES 0OFCLIP ANGLES MO TRANSOM i i 80 AFF i d II I HEADER i O ii I I DOOR MECHANISM ALUMINUM SOFFIT Q RETAIL SPACE GIRT ABOVE DOOR HEADERQ PILASTER BEY N 4" SQ. STEEL I ii i t I i i ii it I i i4 I I I COLUMNS STEEL COLUMN I i F— AUTC ALUM SI1iIDING g00RS �.. i ili it I i VEST i II I 6" THICK CONCRETE FLOOR I I/2" PIPE RAILING SLAB ON GRADE OFFICE SPACE CO RIDOR CR i li i I I SLAB ON G ADE TE FLOOR 0 i 4' X 2" INS LATIO BD R10 2" RIGID INSULATION BREAK FLOOR SLAB SIDEWALK X 4' UNDER DOOR SADDLE p i SECTION �E M ROOF DECK: O /4'�P �� L--------- TYPE B-22 GAGE-GLO GALV FINISPROVIDE WO WASHER HEADV SCREWS ---- CONCRETE STEPS 8 12' OC ALONG EACH TRUSS ��� DRAWING TITLE: Asphalt Shingles U Felt SNOW LOAD -45 PSF l 3/4" Plywd Screwed t I DEAD LOAD- l Steel DeckTOP CORD - 10 PSF d,lust L of Trusses tol Align top BOTTOM CORD - 5 PSF I "NAILBOARD" STEEL DECKING (SPANNING RAFTERS), 3/4" PLYWD, STEELI (Match t. Main Bldg.) Plywood urFaces this CWIND 120 MPH, 3 SECOND�nopy w/ Main ROOF i 3" THICK 15I FEL?, ASPHALT ROOF SHINGLES Steel sses - +14'- i 2 - l I GUST i I 12 51; FE T,EASPHALT CKING PROOF SHINGLES ANNING RAFTERS), 3/4" PLYWD, \ I12 *13'-2" 12 ,-� I STEE DECK Topof el I ASPIHALT rOOF SHINGLES OVER 15a FELT, PURLINS Angle-6" Lon 10 1/ 3x3 12 gaPLYWPOD . Uti ty I 6 9 OVEfRSTEEL DECK SPANNING ACROSS JOB: w/ 6- 1/4-14 Screws I STEEEL JOITTS. W12 x 106 into Tr ss + - HOR BRA ING B TRU FNEW 0.111P er Fasteners I I R VERHEAD G. o Steel I ST E L J01 S TTl C R F TR SSES TO CIA W AE AROUND BLDG RS TO MAINTAIN BUILDING SUPPLY i I PREFA RICATED TEEL JOIS ROOF TRU S WX16 BRAC SET IN END WA S I GRMAIEENPORROAD T.NY 5) 24" OC CHECK-OUI AT 45 DEGREE/ TOWN OF SOUTHOLD SUFFOLK COUNTY. NY SCTMS 1000-46-1-1 CONT. ALUM GUTTER STEEL COLUMN W IOX 26 BRACES W IOX 26 BRA(CES WIOX26 WICX26 1000-46-1-2.1 6 S 12XC106 W I 'L�0'c 6 S IS STUDS 16 OC W/ 2 ROWS ARCHITECT: I STUD STEEL ,f2;50 INSULATIO" OF RACING ALUM SOFFIT PANELS 12" WIDEDENIS WITH 25% HALF VENT ANELS I ALUMINUM SOFFIT DONALD A.A.I.A. (PREFINISH I ED) PANELS PC A.I.AR. R 19 INSULATION 5/8" DENS GLASS GOLD P.O. BOX 5L5 FIRE RATED SHEATHING 2-6SW 18 W// 6T18 CEILING HT II'-0" AFP. MAIN ROAD 5/8" GWB FIBER CEMNET SHINGLE TRACK TOfP AND BOTTOM AQ EBOG E. NY I 15a FELT AND FIBER-CEMENT O 5/8" DENS GLASS GOLD 8' HIGH METAL GATES - BOX HEADER TYP 5/8" GWB O SHINGLE PANELS ' R-19 BATT INSULATION WALLS m R-19 BATT INSULATION (1,31)122-3511OI I KING POST;, EACH END OF _ _ SHEATHING / ` HEADER-T1YP --------- (FAX)122-3859 CHECK-OUT OP OF CURB CR[-=TAIL / DRIVE U \ �; DOOR IN �P OUTH WALL SEAL: SO Af?cAy FIN FL BLDG 50.00' I � � AL.A/y GrT GATE TOP OF CURB AND P � � / I I� LINE OF SIDEWALK PAVED ROAD SURFACE I \ / FIN FIIPAVED ROAD SURFACE 0 � � �; � BLDG 48.50' 0 • / 4" CONC SLAB TC 48.50 PAVED ROAD SUIRFACE ------- - -- ------------ 0 TC 48.50 trnp 2" INSUL �y, o 7 BD, 6X6 10/10 WWF MESH 'c CONC CURB CONC CURB 2" INSULATION R-10.2 �- 9 JAN 2003 SECTION cc SECTION DD 21 APRIL 2003 I/4''M-0' 161E I/4'�P-0' 161E REV.: DATE: DEC 30. '02 CANOPY AND CHECK-OUT SCALE: 1/4' - 1'-0' 1/2 X3 1/2 WEB STIFFNER W12XIOL WIOX26 DET 4 W12X106 WIOX26 WIOX26 JOB NO: 9L04 W12X1O6 W12X106 W12X106 W8X21 DEDET 3 T 3 WIOX26 BRACES DRAWING NO. W8X21 W8X21 �I I ST. COL ST. COL I I 1 7' W6X16 3/8" WEB STIFFNER 6" SCH 40 MAIN BLDG. 3/4" XII/2" XIS" 2-3/4" A325 EACH SIDE TOP PLATE BOLTS 6" SCH 40 MAIN DG. DET 5 DET SPIPE COL. O I/2"X5"X12' PIPE COL. W8X21 W6X16 DIAGONAL ACE W6X16 DIAGONAL BRACE RUSTPOOF COATING 1/2"STLPL. W6X16 DIAGONAL BRACE ST. COL SET INTO EXTERIOR WALLS SET INTO EXTERIOR WALLS SET INTO EXTERIOR WALLS ALL EXPOSED STEEL 2-3/4" A325 BOLTS DET I OF DET 3 DET 5 LINE C LINE 0 = 0 .1 LINE X4 .1 LINE 15 .1 2 -12 SW 18 BOX BEAM RIDGE W/ UTILITY CLIPS TO EACH ROOF RR TO REST ON MAIN ROOF RAFTER RR TO REST ON MAIN ROOF ST 18 TRACK SET ON METAL DECKING ST 18 TRACK SET ON METAL DECKING W/ UTILITY CLIP TO EACH RR W/ UTILITY CLIP TO EACH RR 8SWIS RR 916 OC 12 12 12 10 1/2 10 1/2 10 1/2 CENTERLINE OF PILASTER 85W18 RR 5160G CENTERLINE OF PILASTER DI FRAMING f1 ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES STEEL TIE BEAMS A FELT, R NAILABLE INSULATION BD. 2 -0 OVER 3" NAILABLE INSULATION B MET RO F DECKING OnoADJUST SUPPORT HT. AND RAFTERS STEEL DECKTO 1y� STEEL CLIP ANGLE I 4 I/2" WIDE CORNERBOARDS STEEL JOISTS BUILDING MAINTAIN FASCIA HT AROUND BUILDING BUILT—UP HEADER IOSW 18 TIES 32' OC STEEL ANGLE ATTACHMENT IOSW 18 TIES 32' OC 2-45W18 POSTA W/ 4T18 TRACKS BUILT UP STEEL HEADER ALUM GUTTER CENTERLINE OF HEADER ALUM GUTTER 0 6"X4" (WHITE) O 6"X4" (WHITE) ol c� • PROVIDE 1/2" X12" A.B. EACH 11 1 CORNER W/ FENDER WASHERS R-19 BATT INSUL R-19 BATT INSUL. O O 5/8" GWB CEILING 5/8" GWB CEILING g CENTERLINE I ALUM. STOREFRONT moo OF BOX BEAM > INSUL SAFETY GLASS IN VESTIBULE HEADER-2— IOSWI8 W/ I8 WINDOW SEE PLANS t ELEVATIONS E� ALUMINUM STOREFRONT u GA. TRACK TOP AND BOTTOM I 1 3/4" X 4 1/2" SECTIONS 6" METAL STUDS 3 5/8" METAL STUDS (WHITE) 5/8" DENS GLASS GOLD 5/8" DENS GLASS GOLD FIRE RATED SHEATHING FIRE RATED SHEATHING 5/16" FIBER CEMENT PANELS 5/16" FIBER CEMENT PANELS PILASTER BEYOND DESIGN CENTER R-19 BATT INSUL. R-11 BATT INSULATIONS FOR WALL VEST PARALLEL TO VESTIBULE 4" CONC SLAB UNDER OVERHANG Q U r2XRI�fD INSULATIfON 2" RIGID INSULATION ; 21 CORNER ;------ ----- o L----__ ------J PILASTER DETAIL SECTION �� 3/4' ' r-w SECTION HH v4•-r-o• ac v4•-r-o' AL DRAWING TITLE: JOB: NEW BUILDING: RIVERHEAD BUILDING SUPPLY MAIN ROAD (RTE. 25) STEEL ROOF PANELS GREENPORT. NY GALVALUME METAL ROOF I 12 l/8" GALVANIZED STEEL FURRING I TOWN OF COUTTOLD MY METAL EDGING ---� OVER GALV. FURRING CHANNELS GALVALUME 1 I METAL DRIP STRIP, CONT. SCTMs 1000-4L—I ) — STEEL RAFTERS 5/4 WOOD FASCIA � ALUM GUTTER 1000-4,6-1-2.1 METAL SIDING F- STEEL GIRDER AT RIDGE ARCHITECT: (DOVER SAND) _ I PC NALD A. D+EN15 2X6 GALV METAL F STEEL GIRDER AT EAVES FRAMING -- WELD CLIP ANGLES P.O. BOX 5L5 STEEL JOISTS MAIN ROAD U 17 4" STEEL STUD C' DIAM STEEL COLUMN BOTH SIDES N WALL AQUEBOGUE. NY RW-9 WALL PANELS 26 GA. BRACING, MIN.8 I (COLOR-DOVER SAND) l631)122-3511 O 2X6 14 GA. METAL STUDS (FAX)122-38511 W/ DIAGONAL BRACING O I � SEAL: �V'D ARCyf 2X6 CATS AT 1/3 POINTS ^LAj� rc. �, � OF COLUMN ���rQvV LOADING DOCK 8" CONCRETE SLAB I n LOADING DOCK I :.�. '' ' • � FI. FL. ELEV 49.95' r ' BUMPER � APROX FIN GRADE CLEAN COMPACTED FILL PAVING CONC PIER AT COLUMNS 9 JAN 2003 CONCRETE FDN WALL AND 21 APRIL 2003 1 FOOTINGS REV.: DATE: DEC 30. '02 CONC FOOTING SECTION THROU H ROOF OF LOADINGDO K SECTION GCs F� JOB NO: 19L04 I,_0• V4•-r-o• ac 1�4•-r-o• ac DRAWING NO. OF 9 FtNtS H S C H E D U L E D O O R S C H E D U L E LOCATION SIZE (NOM) FRAME SADDLE LOUVER CEILING HGT. REMARKS NO. FROM TO ALL DOORS 1 3/4" TYPE ELEV.T. FR.DET. MAT. (FINISH TYPE UNDERCUT ROOM FLOOR BASE WALLS MAT. FINISH HW SET REMARKS THICK U.O.N. I VESTIBULE EXTERIOR (2) 3'x1' I ALUM PREFIN A I ALUM PIREFIN ALUM w W Dw 2 RETAIL VESTIBULE (2) 3'x1' I ALUM PREFIN A 4 ALUM PIREFIN ALUM w Q J Q 4 0 3 DESIGN CENTER EXTERIOR 3'x1 4 HM PAINT B 2 HM PAINT ALUM Closer 0_ 0- z 4 CORRIDOR I DESIGN CENTER 3'x1' 3 HM STAIN B 3 HM PAINT Closer coy O p 5 CORRIDOR I LUNCH 3'x1' 3 WOOD STAIN B 3 HM PAINT 0 w -' O 6 CORRIDOR I WOMEN 3x1' 4 WOOD STAIN B 3 HM PAINT Closer z (y -_ w w Z w z_ ZO � I j �_ p I CORRIDOR I MEN 3'x�' 4 WOOD STAIN B 3 HM FAINT Closer �^ > U U 1- > z F- IL � � a ® Z8 CORRIDOR I INVENTORY 3'x1' 3 WOOD STAIN B 3 HM PAINT Closer 1 1/2 HOUR FIRE RATING �,] Q VESTIBULE ® ® 0 9 INVENTORY ELECTRICAL CL. 3'x1' 5 HM PAINT B 3 HM PAINT Closer v ® ® VARIES COUNTER ® ® ® 10 INVENTORY EXTERIOR 3'0' 4 HM PAINT B 2 HM PAINT ALUM Closer � ® RETAIL SPACE ® ® VARIESVARIES® II CORRIDOR 2 EXTERIOR 3'x1' 2 HM PAINT B 2 HM PAINT ALUM Closer DESIGN CENTER ® ® 8,-0. 12 CORRIDOR 2 OFFICE 2 3'x1' 4 WOOD STAIN B 3 HM PAINT CORRIDOR I ® ® ® ® s'-o" Q f 13 CORRIDOR 2 OFFICE I 3'x1' 4 WOOD STAIN B 3 HM PAINT LUNCH ROOM ® 14 INVENTORY OFFICE SPACE 3'x1' 4 HM STAIN B 3 HM P'AINT Closer 1 I/2 HOUR FIRE RATING Q 8'-O" TILE TO 4'-0" HEIGHT MEN ® ® ® 15 INVENTORY ® ® ® ® RETAIL (2) 3'x1' 3 HM STAIN C 3 HM PAINT Closer WOMEN ® TILE TO 4'-O" HE=IGHT 16 COUNTER EXTERIOR 3'x1' 2 HM PAINT B 2 HM PAINT ALUM Closer INVENTORY ® ® ® ® ® ® VARIES PAINT PLYWOOD{- 8' HIGH 11 CHECK-OUT EXTERIOR 3'x1' 2 HM PAINT B 2 HM P'AINT ALUM Closer c= O ELECTRICAL ® ® ® CORRIDOR 2 ® ® ® IS RETAIL RPZ 3'x1' 4 HM PAINT B 3 HM PAINT v VARIES ® ® 19 CORRIDOR JANITOR 3'x1' 4 HM PAINT B 3 HM P'AINT 00 OFFICE 1 ® ® 20 DESIGN CENTER EXTERIOR 3'x1' 4 HM PAINT B 2 HM P'AINT ALUM Closer OFFICE 2 OFFICE SPACE ® ® ® ® VARIES Q JANITOR CHECK-OUT ® ® ® II'-O" VARIES 3'-0" VARIES U 6„ 6" T-0„ ALUM. FLUE H Do R ® o u FRAME (WO G D, FLU H n n n 5AFET N ALU .,HM) DOOR Lw�J GLASS 3'-4" 1'-0 MAX 0 I I Q SAFETY I I LOU\VER O r GLASS. VISION .WI. • r GRAB BARS _� PANEL O -.............. W INSULA ED) m (WIREGLASS ® _ WHERE O : O ° FIRE RATING :•. .•.•. •.•.•.•.,••.. , I 2 3 REQUIRED) 4 5i . o DOOR TYPES DRAWING TITLE: SCHEDULES PLAN PLAN la Ip It DETAILS Ar1 18"X3 ' MIRROR p MIRROR GRAEI--\BAR 3'—O" MAX. GRAB BAR JOB: LAVATORY Q -- o \yam r BUILDING l: E itr, RIVERHEAD _Z , � < KNEE CLEARANCE •: � n ' n ;, � BUILDING SUPPLY MAIN ROAD (RTE. 25) GREENPORT. NY LAVATORY ELEVATION MIN. 114.1 X. WATER CLO$ET ELEVATION A B C TOWN OF SOUTHOLD SUFFOLK COUNTY, NY FRAME ELEVATIONS SCTMS 1000-46-1-1 MIN. 1000-46-1-2.1 HANDICAPPED TOILET FACILITIES ARCHITECT: 1/�• - r-o" 1/q" SHIM DONALD A. DENIS '1ETAL (TYP.) P.O. BOX 5L5 GYP. BD. STUD MAIN ROAD SKIRT WALL 5/8" GYP. BD./ DOO CAULK PANEL ---- DOpOR d METAL STUDS AQUEBOGUE, NY W- " 3 (TYP.) ---- ---_I DOaOR FRAME ,x,5/8" \ (630122-3511INSUL.� BY METAL BUILDING a '11 (FAX)122-3859 r, MAFNUF. - w a GYPSUM METAL _0 SEA SHEATHING ALUM. BUILDINGRF C fl Apc ALUM ,�, . TUBE PANEL TUBE GYP. BD. (INSULATED) °� macaw Pv4 FIBER-CEMENT HM •2• TRIM FRAME q ti (SLIDING DOOR/ALUM FRAME/SIDELIGHTS) (SINGLE DOOR/HM FRAME/MIETAL PANEL) (GYPSUM BD. WALL-TYP) 2 37g� FRAME DETAILS 9 JAN 2003 21 MAY 2003 REV.: DATE: 30 DEC 200 SCALE: AS NOTED JOB NO: %04 DRAWING NO. Q OF A8 TO APPROVED SITE 4" SANITARY HOUSE SANITARY DISPOSAL TRAP w 3' F.A.I. w/ SYSTEM GOOSEN�CK & D.P.C.O. s UP TO I.E.= -2'-0" B.F.F. GRADE 00 0. o � '/,.. 2H&C ATE T ON �.N SANITA I I � I � .............. .......................... 1' CW 20 GALLON PROPANE // 2 . FIRED WATER HEATER (ABOVE CEILING) �� Q ,.••'• : ------------------- / C 1a 4" VENT STACK 3/4" CW 11 11 r 1 I I I I :II \vim n 1 I I I I FROST-FR SILO OCK I I I I I I i I I I I I 1 I I I I I I I w/ INTERI R 112" SHUT-OF CW DROP / i Ips IpI IpI _ u II i I II II I I I: I I I I I I I I I I I I / A :I IYLJI 0 I I I I I I I I I I I I I I I I I I I I 1J I I I I I I I I I I I I I I I I 1 1 I I I L_L_I L_ L_I L_L_ I L_L_I L_L_I L_ �J I I I I I I I I I I I 0 I I I I I I I I I I I I I I I I O I I I I r- 1I I I I L I I I I I I I I I I I I 'I I I I I I I 1 I I 1 I I I I I I I I I I DRAWING TITLE: I I I I I I I I I I I I I I I I I I I I IL IL : I PLUMBING IST FLOOR I I I 1 1 1 I I I I I I I I I I •. II I I I I �I I I I I I I I I I I JOB: f •I 1 NEW BUILDING: I '7•. I I I i I I I I I I I I I I � ...••• I I,•' I 1 I ( I I I I I I I I I I E HEAD - - -- -- -- L_ I__ IL BUILDING SUPPLY MAIN ROAD (RTE. 25) 11 GREENPORT, NY TOWN OF SOUTHOLD II SUFFOLK COUNTY, NY ii SCTM# 1000-44-1-1 1000-16-1-2.1 II II ARCHITECT: II II DONALD A. DENIS II P.O. BOX 545 MAIN ROAD II AQUEBOGUE, NY (G3U�22-3511 (FAX)�22-3659 0 0 0 0 0 oSE per0 ARC,, yt,.0 Aura F' @0Pv O� 0 O n VTR k' J L s> "0 007�$ TF N LIA 2 2.. 2" 2" FLOOR PLAN 2 4' VENT STACK BUILDING UR REV.: SK LAV LAV LAV LAV 2" 2" 2' T' T 2" DATE: 30 DEC 2002 R. FO w'0 we \w'c c' SCALE: 1/8' = 1'-0' 0 0 2. 2' 3" FO +' 9 WE R © JOB NO: 9401 F +'.A I. 4" O 2 8 12 20 R' 3" FORT CONTINUATION 2 2" +"J + q'• ®Y OTHERS 4" (SEEE SITE ORwS•S) 4' +' DRAWING NO. HOUSE TRAP LE _ -R'-0' D 0 0 SANITARY RISER DIAGRAM ---------------------------------------------------- OF----------------------------------- OF PI I I I I 1e EWE°F PAVEnEx2 e� 1 ]�+pWDER ptmPIND y�l / RAFFIL SIGNS 'GREENPORT F `ROAD p2RIO 'ORIENT POINT T PA+IG LMB 1fe1 /p „ ]xpyLDER 52 RRIW+ pC LIA E%LS MGM\ P.FONG Cu0.0 'Il EOALK ELIFID.ATNUK COUNTTYER I.N. FIC SIGNS- 'TRUCK 25H 01 EDGE OF PAVENENbJ,}L' HEW BALK TING NYT EXISTINGWRIER SIGN I ARRO \\ NEB P LOMB.SIDE 91,-]A _B_ _ WI c I 'SPEED LIMIT 30' E D PAVEIIENI �,•�� ep1 EXISTING Il 6 x iC M f CYR OR 1 SIDE IKSITE 01 w/ E%IpTWG EDB T R1f:c slcn w CURE GORRAIx ?41'W E / ec •� •5, (MILE nARKER) ,NPLET BO% 9\ `1 I -p6 0101 ER DO" 51+DIILDER]T 0.IPING AO 15,1• IL51' pO SEE NO _ R 4n /� RO \ 4n 1 M ,]0p _I NEW. ... MrG1N TR EARIxG _ .GI 1, - '-- - E9IH NW. I.LAARWEA F 1111 1711 DETAILIT 19E 1 T AREP 11 • R ST 15T)NG ..O �.' P ORE COy ee, OAR NGEN NCE 11.65 ��,,F MfAHC \ NYTS N „ L+ 00 'C ,e]5 O : c4ospNncar ^I RMP BOYX 'A A1Y- M W + 4y LQT TRAFFIC 9EGX$ CIIRp fAGN pp FI+ R e ` NE µ N _ (Y B�%ly 413 ORIENT iER 15 HENRY AO`e11RI'LI M1a' 2 \T�1 510 ARRO R.•R•DL, 51 'V II{OO ) .Y+O ,00Al 11q AVEO iP r9,}I N911 P.(BNL T= %�IrP_ B. i •,e$° ,Ta. eJ5 - A3- _ •T�, x �P 1A,til O 110 pN „ I R .. p 'O 4 L PWED Q n A .'PNALT �y IP NxG \ ,-2'G —r - 5�OnER `` "�{@:F�9� 1 \� b -; , G P¢K\NG , t - S>r XW50 OPIL P I SEx`s?IxGSHr/�p..\uED ; ` } 6. sGVIWO W^ z Dull I'VG REnDv9o) _\ :>. / o TJY INGS/11� �O l J PROFILEV E 5 ER,nH NAERWENA - 61nLClNGS /l� Z° _T� OF � v NO ExiN ^ STW ' oaIOAG © 1 O I m H icvlcE BL _ - __ • 161• � . 13 I �9- _ Q E B „o' we u5'.o', a._0'` 3 % o AREA I ' / _ =, Bc ^ Ni.6D ,{31r 31An ^,6 1 :, 5 ` - I Q r SANITINEEEMART IA�'lJJfl1 MANHOLE 1LWEI" E 1 Bk15Tl G :©� \\/� _ _�� 1R ^�a AIS 1 ♦6 pO r„6 / ,, WATER) FDELIC BUILDINGS l © Jy_' I - O.F SUNRIS COAC ©I � _ - - 1 :'iL � " w• ~ ` I / �G1.10CPT oi-•__p` a'T�7 �Fp/GOC H LINE © I 9 / _r Bc;✓' ," t �, \La)A ' 4.002 8'0 CORA+ -• �� 1 2c.,e.OO 1,tVa„o- RIDGE _ \ R I c BD,,e \e Y N / L._0. _ RI b q �..:,...IpR • ., - r..E 0*NS ' O O ;© � Fll -- / e . sLlDmGo �H3:01 -', OVERE __ / moi- ��C� �•7 OTE5: O IT�e� o Yb Mil _. FT p O '- / 1 ((yySTACK 'k V �9 MDRXxa• 250 eG:4°° NLOW F. ---PIC,3000 GAL „ , ( O 1 •-`. -- / SITE DATA L _I� R'\„ D / a O 900 p SEPTID - - ,`_—' -y o 1 SITE AREA ,�C/ - - I 1h,OE6. ^ O' - L tANK LOT 4” 5F/ ACRE51 V FE HIGH TL•+^+,R160 ✓ 1R LO , 1_� l FF - i 5 ° - - p\A � 7 FpNCIGH OT 3 1111,011 S.F/ 3131 ACRESI NCE I Bc _ \ CK b' DF J GnS I - - STA ,- i^ OLR-A x50EE SRE TOTAL 5 F/ 5938 ACRES a I'6 A. 5"A". 0 _ I ' IN ` --�FCAGT LEACHING / 61` 1 POOLS 1 Zo WNG:oT P `LI- E%197En ]AAI.LB%ISA/ =O ZONING: LIDI SITENOVED i / 15 LIGHT INDUSTRIAL P K/ I 1 I _ ' WARE 05�F LIGHTy 1 oL�_G I PLANNED OFFICE PA Kl --- 1` TARES Tc +�!, FRONT 100' 2c •+��Da I ;', O 1�/ I Bc 45 TE B b i / SIDE IONII 30' •' Bc R ` ID 510E ISOTHI 10' REAR 1S' p , ,150 1 I. 5 LOT COVERAGE 1; 1`E 1 ;to ABO I rO eio`oo°. r6'FKleD ....... ....RED •O+,",s.I al! / 68A]oS.R, ZOS 2o51,T:BASF MAX. BUILDING FOOTPRINT) O ,• 6 ! J-, gSo,T I TT'P;1 AAAEOINGI��G % Off/} 1 pRE,P L� woo F.F. ' :c_s ....AAs Ao / _ ,00 : / / . '�P.(ONO.-� - q / / C,:.A, •:u5 / `'`'_ --yk LA9 •••14 i40 1' p 4 w,a 9 _g �' \\ RC.' I .T41N400 / . l. .I'Ly iBC A40 RA P Ccpol - ReN�15 / I APPRDwn,Fe OROBERT ` • II 6 1 w:a )` 1ANITARY sIETEn RO 1 / IDI w,Tew wes TG VEG 'I''c r WE ..,i7o•..._~.�NO J II -�i — 1 see Ren M^/ubHariRE, PARKING, r_. I --'-__7-OSS FLOOR AREA `NL, P. CID OFFICE 1/100 SE OFRETAIL 1/200 5TFO FCE FLOOR AREA I • ^- Nq AIpRON I� 'l0 WAREHOU5E 1/1000 S.F. OF GROSS FLOOR AREA / i I �, =*r, / el BOLL•• / RENcp na.irs' l9l•``.- AREAE :`:R;"s°W / I LANDSCAPIXGI „LS L° g, u �o -'' / / / TO, I P. I �I y,O s^.-' I LANDSCAPE AREA: 0,9 MINIMUM) s°Pq N•OF 1]Sef,3 5F 353 = W,5:5 SIF LANDSCAPE AREA REQUIRES) s 1 I S+a:' v° l AREA i-nau :L'JD..," I O / N�• PROVIDE- APPRO% 18.300 BA: 38.0% /1 T / g' / I irA Lt( NT 0 1`D3� 1 CO / coDL N9rRu LANDSCAPE BUFFERS: I ($ d I l l l RES DENT��NDISiR nON FRONT YARD: 75PERIMETER SIDE/REARU 4' ' BUFFER TO RESIDENTIAL ZONE. 30' 1.1 I ' )'PROF/L I p AS e0: / IeW[STIryGEGIDF PROPOSED SITE FLAW AD SQUARE FOOTAGE I. ,�3_• �--____�� l y - -i/ 67'7 / BWLDING I 1 CHECK OUT / l �' D %' `.p, : 1 / RETAIL. .F. / '19 y / R/V �,1 .... OFFICE HESSE. . 11....... I CHECK-DDT: 250 S F. / ' . .,,. / / I ; / WAREHOUSE 9.F. O ........... ) 3 5000 SUB TOTAL: 11,350 5E IO'- ✓,V eAs''O II ........ I / 01 BUILDING 2IDRIVE-THRUM A$' 91' I I AL0 I l 73.LL0 S.F. / . w-- 0" I 'PURSUANT TO SUFFOLK COUNTY 1 / SANITARY CODE ARTICLES T I - BUILDING 3 STORAGE)3.110S \ 1 / I / 1 I - - 5000 5 F ..,,L...... 8' ; IN HOT HOTEIRS CERTIFYAT !`OR TOTAL: 13,010 5 F. O / I "••)...,, L a5 ; OTHER NON-SANRARY WASTES LOT COVERAGE: (LOT 1 1 21 1Lb / I / I I THERE DISCHARGED SER 0 TO`R)fICWORG AND PARKING Iv P EP F / I l •. p_.p, / HAZARDOUS MATERIAL STORED AT 1 BUILDING 1 CHECK OUT ,.Ib t y163O / / I I THE WE UNLESS SPEGNC PERMITS RETAIL 8150 S.P1200= 13 3 SPACES .0 SLD O L_ " - I 't(a LpO PURSUANT EXEMPTIONS ARE GRANTED•i:..... ........... .. OFFICE. 700 5 F./100= 1.0 SPACES - I .A' ' M WAREHOUSE 5.000 5.F./1000= 50 SPACE / 1`f5-' / - -_�' Oi _-J`p, p BWLEING 2 1 3. 78AL0 S.F/1000= 38 T SP CES. : I %Q Q M BUI�QI� --'3'0'�Ttp, ; ( /, ; 11 -- FAGUTY OUNERS SIGNATURE TOTAL SPACES REQUIRED: 84 5PACESI /: ' I `• ' _T _ ` i TOTAL SPACES PROVIDED: 15 SPACES V (y p 3.6G0 G 1 ____________________'-- \ I 10 pOR}EL S' DATE MOTE OPERATIONAL CONCEPT INCORPORATE$ \ ' / INTERNAL DRIVP-THRY SERVILE WHICH SHOWED DUCE ' ,I _ _______________________ OUTDOOR PARKING REOIIIRENENTp 1,\ '-i ° i /Q F R WATER°,54N5� Y O AF l i 2G ^6¢ : IDG-3 (•, I / TL\ GA5 ,'[+vF6JR I G D IN 0 a PRA 0 c p' SO G g 0 I/V`^�LO ,\�.JQ.'.L 1. l ',NIFAR, M_ 1 -\ i SYMBOLS: UP% (v // '/ / \ / I I SYM DESCRIPTION 1L'"ROD / I ' , _-- -� _ \1 I TC TOP OP CURB / , _EA6rl BC BOTTOM OF CURB P, i l 8' •.. i! BOLLARD / OIC- - - _ ALINUOI TG TOP OF GRATE 1L TOP OF LID \ / / `,G , •1 '/ ,c .� 1 /I I I PP MINI PLOOR R RADIUS EX EXISTING / AA i^. 1 / lI I I ap2 X. ELEVATION ETI NEW E VAON •..• "L•.• %.gw5 °. ```, ^G /_ .••.%G.... EXISTING CONTOUR 00`.u_s `,n i FORMER CONTOUR \ l i� l r,4. j1.,,_• _ L''°R I `` lI / l H A4 10T E 1 1 / NEW CONTOUR 01, EMq r (G.11 / I •�.L....�1 / l / 1 SIDE YA l � CONC ARRON ,,,. ,W1 /'ARKINCBE_/ 30, l / j01�`•i�H,43° .i'/9) \� 1 /S19'E YAkDI l 1 I KEY MAP: SITUATE- GREENPORT, NY Y. As a. cRSN.FL,req \ I I LANDS 0E )/ I OVfR�Rr'RG I I l l / Bp FER ,3 'iu IA3Gs. C N A, BW ASPHALT `. --'{---,IPP(>E'No '"•�. \\ o l - —T URN - N - - -� - - �. ......... - _ - - - I qqI ad.'• I i I HEA �p.P \ l l \\ D 11 BLUFpES APE.)l RIER \ XIg NG GRA FAe°:/,. g c oA E P W,G I I Hl I 1 I (Lap' OVNNA'? ya I I / ENC H 1 n,A UP °RaxAL�w I I / I I � xTne xroD-N-f11 m \\ NE ,Ewm cE W 1 GR .ns+ti `6r ";IF -q VEL u4 A- -T ,p(pE CN 1 I ) I I pa 1 " -_ _ _`____ __ __ _ _ _____ ___ _ _ _ ____ _ _ LONG ARRO- - - - ^1 0.EL'IOMO'� I -_ __ _ _ ___ ______ __ _ _ -ISLAND ^3 _ ___ / J / _ _ _ _ _ - T - - y3 • _ _ _ _ _ _ y _ _ _ _ , _ _ _ _ _ _ ice.. 8 SITE PLAN o1 -E1 f_u 110 20 w�Eo 1" = 30'-0• ' u ' / aE0 AHCN/J �V�N.O ALAN O ALi WO P aT- Q 0 6' O x 0 Qr h° oo'1h 1rf o NG LOCALE, DRAWING INFO. DRAWING NO. GS SCALE: 1' - 30'-O• ARCHITECT: JOB: C TOWN OF OF OUTHOLD JOB NO: 9404 ! DONALD A. DEN15 SUFFOLK COUNTY, NY P.O.BOX 545 D M D RATE: 71 AUG 7001 MAIN ROAD RIVERHEAD M ll C�RNEAD o ULDRO SUPPLE SCTMM 1000-NL-I-I REV.: BUILDING SUPPLY p0O-�4-1-y1 5 NOY 21 SCHD AQUEBOGUE, NY b DEC 1001 NY5NDOT MAIN ROAD .RTE. Z (ni_n EEKIPOn� M /A� nD IL DEC 7001 A.R.B. r (431)72]-3511 GREENPORT, NY �V+J IJ"il�C ��J�-' IJ'Q �f (L=�I/l] 1` 10 JULY 70 1 GRADING 23 DEC 2002 BLDG. I OF 52 �- CURB CUT 35'-0" 30'. DRIVEWAY WIDTH TEST HOLE # B4 : SANITARY CALCULATIONS : STRIPING IN OVERRIDE MAX. SLOPE AREA FOR LARGE TRACTOR 1/12 TRAILERS INFORMATION FROM. GWM ZONE IV, YIELD: 600 GPD PER ACRE McDONALD GEOSCIENCE COMMUNITY WATER SUPPLY IS PROVIDED BY SUFFOLK COUNTY WATER AUTHORITY 3/4' EXPANSION SIDEWALK, CLASS F, SOUTHOLD, NY YIELD= 600 GPD/ACRE JOINT ITEM 10408.0103 14 JAN 1991 PERMITTED DENSITY = 5.938 ACRES x 600 GPD/ACRE = 3562.6 GPD EL +48 5' DRY STORE FLOW 0.03 GPD PER 5 F. OF GROSS FLOOR AREA P. Co C. SIDE ALK, TO M LK w1Or O WAREHOUSE SPACE: 0 04 GPD PER S F OF GROSS FLOOR AREA SCOR 5' OC MARKS TO MA CH EXI TING f DARK LOAM (IOU F3/9" EXPANSION JOINT BROWN LOAMY DENSITY CALCULATIONS: 3' SILT (ML) PROPOSED BUILDINGS: BUILDING I (MAIN RETAIL AREA) 14,100 SF CHECKOUT 250 5 F. BUILDING 2 (DRIVE-THRU RETAIL SPACE) 23660 S.F. VARIABLE SLOPES CURB SUBTOTAL 38,010 S.F. (MINA PLAN BROWN FINE TO FLOW 38,010 S.F. x 0.03 GPD PER S.F = 1140 GPD BROWN INCREASE AS COARSE SAND (5W) NECESSARY TO ATTAIN 1/12 SLOPE BUILDING 3 (STORAGE) 5000 S.F FLOW 5,000 S.F. x 0.04 GPD PER S.F- = 200 GPD DIMENSION "C" SEE TABLE DWG NO. T-I 12 l' WATER COMBINED FLOWS 1340 GPD PROPOSED DENSITY: 1340 GPD / 5.938 ACRES = 226 GPD/ACRE 5'-O"(tl� SIDEWALK DRIVEWAY WATER IN BROWN FINE TO COARSE FULL HEIGHT NORMAL SIDEWALK *(MATCH EXISTING WIDTH) SAND ISW) d CURB ELEVATION SANITARY SYSTEM DESIGN: v4" PER FT. T SEPTIC TANK: - SEPTIC TANK W/ (2) DAY FLOW) 1340 GPD x 2 DAYS = 2680 GAL. R=1 ___ _ _ --y/q PER FT. -- i� - - - - - _ - - _ USE 3000 GAL. SEPTIC TANK � I WIRE FABRIC LEACHING POOLS: MIN SLOPE= /q" PER fT ITEM 10608.0103 SANITARY DRlvewnr SCORE MARK LEACHING RATE: 13140GAL./S.F./DAY L. S.F./DAY CURB SECTION I NOTE THE FIRST FULL 5' FLAG of SIDEWALK SIDEWALL AREA REQUIRED- 1340 GPD DIVIDED BY 15 GAL/S.F./DAY = 893 S.F. --7--0" TO EITHER SIDE OF DRIVEWAY SHALL BE 8" THICK, 51DEWALL AREA PROVIDED: (6) 10'-O" , X 5'-O" DEEP POOLS = 942 S.F. >) WIRE FABRIC REINFORCED, ITEM 10408.0103 USE (6) 10'-0"0) x P-O" DEEP POOLS w/ TRAFFIC BEARING DOMES 1 C.1 COVERS DRIVEWAY SECTION CAST IRON NEIGHBORING WELLS WITHIN 150 FT f_2 r GRADES I' MIN./2' MAX. �P.CONC. COLLAR HEIGHT r-8" COLLAR SNOW STORAGE STRIP 5'-o^It)+ SIDEWALK OFFSET STRIP NO KNOWN PRIVATE OR PUBLIC WELLS WITHIN 150 FT OF SITE (MATCH EXISTING WIDTH) ){MATCH EXISTING WIDTH) 3'-O" DESIRABLE 8" TRAFFIC GRASS STRIP IN" PER FT. (MIN. PITCH) PROPERTIES WITHIN 150 FEET OF SITE INLET- MI BEARING SLAB SCTM u STREET ADDRESS NAME DOMESTIC WATER SOURCE 4"m 2400 PPE, .._!P ,, ,,,,_FL 1000-44-1 TROUTE 25 RIVERHEAD BUILDING SUPPLY SUFFOLK COUNTY WATER AUTHORITY MIN PITC 4" a OU�LET- MIN. `r ITEM 400 0101 (4") 1000-96-2.1 4"4 2400 PIPE, (APPLICANT) PER I' _ - MIN. PITCH 1/8" L ITEM 2031 1000-44-2.2 ROUTE 25 SEVEN-ELEVEN SUFFOLK COUNTY WATER AUTHORITY - PER I' CONCRETE 1000-46-6 ROUTE 25 SUNRISE COACH LINES SUFFOLK COUNTY WATER AUTHORITY CURB TYPE A SIDEWALK SECTION 1000-44-8 ROUTE 25 VACANT (THOMAS JURZENIA 1 WIFE) BAFFLE /8"x 24" (ITEM 10609.2801) 1000-44-9 NINTH 5T VACANT (ANNE MARIE NELSON) r WOPENING 1000-4c-31 1 1000 NINTH ST DRIFTWOOD COVE APARTMENTS SUFFOLK COUNTY WATER AUTHORITY 1000-95-6.1 14415 ROUTE 25 SUNRISE COACH LINES SUFFOLK COUNTY WATER AUTHORITY 1000-95-8.1 ROUTE 25 VERIZON SUFFOLK COUNTY WATER AUTHORITY L 101-01' 1000-45-8.3 19825 ROUTE 25 PORTOBELLO RESTAURANT SUFFOLK COUNTY WATER AUTHORITY NO OTHER PROPERTIES WITHIN ISMO FEET CURES / PAVING SEPTIC TANK ROAD FRONTAGE (N.Y.S. RT. 25) DRIVEWAYS S PARKING: AREAS N.Y.S. D.O.T. (MEET ALL TOWN OF 50UTHOLD SPECIFICATIONS) 2'-O' C.I. COVER 4"cb CLASS r (MIN.) 1�2•' NYS TYPE 9'4 CLASS TO GRADE 2400 PIPE VA 11 1 GRADE 1 GRADE I'-O"(MIN) TO (TYP.) �I/e" PER I' /-TO GRADE C.I. COVER (MAX) 20" DIA. ACC MIN. PITCH 14/ I/2" RADIUS EL 448.1' +/- (TYP.) P CONC. P conic. EL 449.2MI N ITEM-184031135. 1 I/2" TOP I•� 4., CURB 4" CURB -NOTE: BACKFILL WITH SAW CUT 1A mix 2400 PIPE INVERT CLEAN SAND FREE �T - /4" PER I' EL 495.9' OF DEBRIS AND EXISTING PAVING [. 2 I/2" COMPACTED MIN. PITCH INVERT ___________________ ==c====== ORGANIC MATTER TP/ ING TO HAVE BITUMINOUS Mlx EL +91.0'tftlVERT INVERTLP-114 IEDGE of PER FOOT SLOPE L 496.5 EL 446.4' EL +45. LP-2,35,6 TRAVEL LANE 18" DROP T )TEM 1BINDER335, E: THE END OF CURB EL +408 vr' BINDER ABUTTING EXISTING _--__Ll_ _ _____EL _39,0____REQ'D_ CLEARANCE +ITEM 403.11. B SHALL BE RAMPED COMPACTED -------------- -- --------- N TO ZERO HEIGHT BASE ;.) ------ _ ------E4_36.0_ _--- I5 1/2TEM ' BASE _ _ REVEAL IN THE LAST -------------------IIC+ROUN D WATER ___ + )TEM 113041011 A.O.B.E.� 10' AT LOCATIONS 10' x 5'-6" DEEP FACING TRAFFIC. " I LEACHING RINGS 1 SANITARY SYSTEM W/ 8" TRAFFIC BEARING SLAB ITEM 1049.2801 CURB INLET BOX N.Y.S. D.O.T. TRAFFIC CONTROL AT SHOULDER N.Y.S. D.O.T. AND SLOWLY MOVING WORK AREAS CURB BOX (NON-MOUNTABLE) ITEM 455.05 DRAINAGE SCHEDULE D AREA DESCRIPTION DRAINAGE VOL. NO. AREA ROOF 2" RAIN VOLUME VOLUME - RINGS EACH ADD-IN REQUIRED PROVIDED A PARKING LOT 10' dla.x T deep 480 C.F. 5 13410 S.F. 0.11 FT. 2245 C.F. 2400_CF. B FRONT WEST 10' d1a.x 6' deep 411 C.F. 3 4355 S.F. 2830 S.F. 0.11 FT 1191 C-F. 1233 C.F. C WEST COURT 10' d1a.x T deep 480 C.F. 8 11325 S.F. 4350 S.F. 0.11 FT. 3613 C.F. 3840 C.F. I ADVANCE WARNING D EAST COURT 10' dla.x T deep 480 C.F. 8 11190 S.F. 5665 0.11 FT, 3809 C.F. 3840 C.F. 1 300 TO 500• E LOADING DOCK AREA 10' dla.x 6' deep 411 C.F. 1 2400 S.F. 0.11 FT. 100 C.F. 411 C.F. TYPE NM FRAME I (WITH NON-MOUNTABLE CURB BOX) I F WEST SHED AREA 10' dla.x T deep 480 C.F. 9 1 10640 S.F. 114400 S.F. 0.11 FT. 4113 C.F. 4320 C.F. I G EAST SHED AREA 10' dla.x 1' deep 480 C.F. 8 13190 S.F. 12530 S.F. 0.11 FT. 4381 C.F. 4320 C.F. I G EAST SHED AREA, 5E Overflow to woods 1 541 C.F I H SOUTH SHED AREAIHU 10' d1a.x 5.5' deep 315 C.F. 1 9590 S.F. 0.11 FT. 598 C.F. 1508 C.F. H GRAVEL AREA (0.60 factor) 10' d1a x 5' deep 342 C.F. 4 6910 S F. 0.11 FT. 2121 C.F. 1110 C.F 150' TAPER H GRAVEL AREA, 5E Overflow to woods 1 1441 C.F. I MAIN BLDG, NE 10' d1a.x 5.5' deep 315 C.F. 1 2830 S.F. 0.11 FT. 354 C.F. 315 C.F. J MAIN BLDG, 5E 10' dla.x 4' deep 214 C.F. 2 4350 S.F. 0.11 FT. 544 C.F. 548 C.F. STEEL RETICULINE BAR GRATE + K SHED 2, SE 10' d1a.x 4' dee 214 C.F. 1 1265 5.F, 0.11 FT. 158 C.F. 214 C.P. ITEM 65505 L ENTRY AREA 10' d1a.x T dee 480 C.F. 1 2240 S.F. - S.F. 0.11 FT. 313C,F. 480 C.F. x } I L ROAD WORK TOTAL 54 101910 S.F. 48220 S.F. 24548 C.F. 25405 C.F. I 100' LONGITUDINAL BUFFER x x ALL DRAINAGE RINGS SHALL HAVE A TRAFFIC BEARING TOP SLAB AND A CAST IRON COVER OR GRATE SET AT THE SPECIFIED ELEVATION. DRAINAGE RINGS SHALL BE CONNECTED L_ - - - - - - - - - - - - - - - - - 1 x AS SHOWN WITH 2`0 CORRUGATED POLYETHYLENE PIPE. x x WORK AREA z D.O.T. NOTES x AFTER COMPLETION OF CONSTRUCTION, ALL EXISTING x DRAINAGE RING (TYP) DRAINAGE STRUCTURES ALONG RIGHT OF WAY, ADJACENT x 100' L NGITUDINAL BUFFER NOTE: DRAINAGE PIPE TO PROPERTY, ARE TO BE CLEANED C.I. COVER/GRATE FROM DOWNSPOUTS TO TO GRADE OR DRAINAGE RINGS TO BE BURIED CONCRETE 8"m PVC PIPING(SDR-35). ANY TRAFFIC SIGNS MOVED SHALL BE REPLACED IN x 1'-0" TO COVER (SEE PLAN) DRAINAGE PIPE INAGE ANY ORIGINAL TRAFFIICLOCATION. SGNS DAMAGED SHALL BE REPAIRED TRAFFIC COLLAR RRECAST GRADE RINGSENTPAVED ING AA EAS TO ORIGINAL CONDITION, OR REPLACED WITH NEW x LANE 5H ULDER SHOULDER SHALL BE 12"m CORP. POLYETHYLENE PIPE. LANE TRAFFIC x Iso• TAPER BEARING SLAB �x S a-- x 28" CC NE W PRECAST TYPICLex O DRAINAGE -I- w X RINGS Y ROAD WORK x Q > O ir R DJ HOULDER _______________________ _ __ _ CLEARANCE------------ SELECT 5H LDER O : O GRANULAR FILLS J iv i. . . . ...... ...............................N. . - GROUND WATER ------------- 300 TO 500" ADVANCE WARNING LANDSCAPE SCHEDULE : a REF.4 QTY. COMMON NAME BOTANICAL NAME SIZE NOTES M SUGAR MAPLE ACER SACCHARUM 2 1/2" CAL. BlB LIGHTING FIXTURE SCHEDULE: P BRADFORD PEAR PYRUS CALLERYANA 2" CAL. BUB A Ah POST MOUNTED 115W METAL HALIDE FIXTURE, B GRAY BIRCH BETULA POPL IPOLIA 8'-10' CLUMPS EXCELINE SAR SERIES MOUNTED ON 14 FT I INCH SQUARE POLE. SHIELD FROM ADJACENT H EASTERN WHITE PINE PINUS 5TROBUS 6' HIGH PROPERTIES, C EASTERN RED CEDAR JUNIPERUS VIRGINIANA 4' HIGH B HD WALL MOUNTED 15 WATT METAL HALIDE FIXTURE HADCO SWAN SERIES V4131. J SHORE JUNIPER JUNIPERUS CONFERTA IS-18" GROUND COVER C Q-) WALL MOUNTED WALL PACK 115 WATT METAL HALIDE Y AMERICAN YEW TAXUS CANEDENSIS 15-18" EXCELINE 300 SERIES WALL CUBE D �- POLE MOUNTED FLOOD LIGHT, 400 WATT METAL HALIDE A PINK AZALEA RHODODENDRON SPP 15-18" EXCELINE SAF SERIES SILHOUETTE. (LFT METAL POLE Z RED AZALEA RHODODENDRON SPP 15-18" E 0 SURFACE MOUNTED CANOPY FIXTURE. ISO WATT METAL HALIDE 5 SPURGE PACHYSANDRA TERM. FLATS GROUND COVER EXCELINE MP SERIES MINIPRO. ARCHITECT: JOB: DQE0 AR,h, LOCALE: DRAWING INFO. DRAWING NO. t;"ys° ALAI, o F°�, GREENPORT SCALE: AS NOTED r y TOWN OF SOUTHOLD JOB : 2 AUG DONALD RIVERHEAD G�pMCG3aCq� Q�p��p�� � �pp�� � O' as SUFFOLK COUNTY. NY 04 P.O.BOX 565 D D D D D ° w DATE: 21 AUG 2001 MAIN ROAD BUILDING SUPPLY * SCTMX 1000-46-1-1 REV.: AQUEBOGUE. N.Y. 1000-46-1-2.1 5 NOV 2001 SCHD (L31)122-3511 GRIEENPORT, NY25) C�G�3C C fn]G°p� ��- �L°pL � s bo 60 21 DNOVEC 2001 PLANNING Tq ° M y IS DEC 2001 D.O.T. IS DEC 2001 A.R.B. N 30 DEC 2002 issue OF 52 Black Vinyl Coated�� Eira49.0' D'I —'� OD �p Chain Link Fence (+/ O O A �? 2'1'-I I/2" 9'-0 I/2" 29'-I0 1/2" I n 10'-8" 5'-I0 1/3" 45'-1" I'-O' i �Face oFBuilding '�- 3 - - _ — - - - - - - - - - - - - - v- 1 — — — — - — — — — — — — —•—•— - u 00in. . F.E. 0o 4s ' X-B ACE BAY EI +50. F.E. 6q, 8 _G„ 2q,_6„ 3 6" Me ,/ al 1 Wall Panels O I Wall Panels \ O Stud Wall w/ (Fastened to Girtsi) °.' LU CH ROOM 01 ;LETRIC L i (Fasten to Girts> p 00 Lawn O I I F.G. Batt I I w/ Blanket Type O (y 'to 1 p 1 w/ Blanket Type 1 - \.\ 2x6 Ste Area I Insulation (R19), Batt Insulation, v - Batt Insula ion, I O Stud Wall w, _ M Al I I Gyp.;Bd. Finish I I Add 4" Metal Stud ° I O i I :4 \•\ BothSidesdes 6 — — — — — — — — — — •—•—•—•—•—•—•—•—•— — i-.—•—.—.— _..—.— — Wall to Finish - - - "�' 'f"I� I Flush w/ Face of � 5 I I •\ B Girt Above, Gyp.= = N — - - - — — — — — —\ — — — — — — — — — - - - - - - - Bd. Finish O ® I I \ 5.9 I - F.E. CO RIDOR ; -Hour I 6"� Steel • '' - I I 1n _--- Fire Rated I I i Pipe Column P. Conc. v1 I 'v- _ Wall I ,------------------- - (T p.) o^� ry° Retaining Wall y/,, DESIGN CENTER - J _ ,( I LOADING DOCKOL OM ' M v in �__' , , ,_� ' ' O � 8„ Reinf. y c� - a �. a LA -I Slab °nc. i fi I C ........... .. 9............. I I = I Partitions ; A o° a°� �,� G a Line of• Ride I - Toilet I + O v a- in ; Com" _� HC HC ; IG'xl0' W 'tch q ' I I I O Grab Bars I ; Overhead Door s/b �� r °d\ �� I • u' --------------- �/ (See Deta Is) -p" 5•_0" I-Hour <i 01 F:E.• I Fire Rated I I I (S��o` p% \° ��0 �0 Q I Wall / I I II I W I: I I I I I I I III I I I i i-� � I I I I ti :I I I I I I I I I I I 1 F•E.� v 4'_6„ 8,_O„ I I I I 24,_0„ 1 I I I� :I 1 2� Q„ I I II 24'-O" o I `o` ��/ t� (3) TRUCK BAYS ` a Q �/ \� �\ 8" Reinf. \ �� o , I I I I I I I 1111 I I P. one I ��' P. Conc. Sid walk I 1 II I I I Slab I 'o p. �lr � SII I I W I 1 ¢ x . P� ` U I I I / \ O \ I I I I• I I 10 I q l II I I Q t �o I ° T^ in q4� O m I I I ILL I I I �I I I I I I 41 •II I I I I 1- I I I ((� I I C I I I Q[ I I I I o ' Q I 111 I 1 = 1 I ; Overhead ---- Overhead Door /• O 33,\0 I I I I I I II I I I I I I I I I 111 I I I I \ \ _ I I I I I I I I I I I I I I •II I I I I I I I I I I I I ? \� Apt ch ,f I I I I I I I I I I I I I I D In A t r I I II I I I I II I 1 Line of Ridge ? t O 4 — — — — — — — —•�..L.L.—.—•—._.�.�•.�. .r.�. �._.�.�. rt- IZ1— — I— I— I— — —I — — — I — — — — — I — — — — — — I — — — — — B I I I ILII I I 111 I SFE L_ LM L _ L_ I L_ L_I L_ L_•II L_ L _I L- o B ���--------���� A5 A5 RA I I 1 o I RETAIL SPACE 11 I INVENTORY I 5'-O" �1 �4� w O I I � 15 FF EL +50.00' Metal Pipe O ^y O I I I Q) I : FF EL +50.00' 11 1 1 1 (3) Tread Rail I I -HEATING and FLOOR- P. CONC. SLAB, 0 -� :AIR-CONDITIONING I 1 1 HEATED SPACE I I (NO AIR-CONDITIONING) I \ry I 6„ IMeldl I I-- �-I r - r- I (-- r- I, f— r-'il r- r- I r- I I I O Std Tall ill/ I I t I F. S. patt I I I: I i I 1 I I 0 N I j In.5vlatipn 0219), I II I I I Icy( I I III I I 1 I i Gylp. Bd. Finish I II I: I I I I IN I I I 1 I I I w 0 n Landscaped I I I I I I I I III I I 1 p I I I i I I I I I I I I I I I •II I I I 1 - 8” Re nf. Area A I6„1 I I I I I I I 63,_2- 1 II In 1 I 1 I 6” 55'-10" I I P. Conc . AWING TITLE: O Slab S FIRST FLOOR (Score 8' o.c., �� PLAN I // L _ L_ I I I I : I I I I I I C.J. 16 O.C.) i I I I a I I I I I I I I i•�— —.—.—.—.-_.—. .--7-7--1 '—'7'7'7 _.7. .—. .—. l\Jr , I '•.,N I 1 — — — — — — — — — — — — — — — - - - I • I I I I I I 1 1 2 9 el 9,_10„ 6" I I : °•1 I I I III I I I Curb Ramp � Curb ; I I I I I I I I I I I I 1 Wall Panels 1 i Ramp 6'-O" x 9,J2" .•C'��••.,, 1 1 II 1 cb 1 I 1 III I I I (Fasten to Girts) o� w/ Blanket Type O ob Recessed Mat Ii��P. I I II I ;"F I I I I III I I I I I yP I Handrail /y ••. i I I I 1 �I I I 1 I I -'I I I 1 I Batt Insulation, Dimension JOB: I 1 5'-0" 3'- -O" NEW BUILDING: O �' 6" 1'-10" I 6„ P. Conc. Cr - E _ ; - O 'I'•. I II I 'I I I I I I I I I I ' O Q Line Of Rld e I •1•. I I I 1 I I I I I I I I I O O A6 O _ ......... .. �...I. .0................9....... ..� III v _ I VESTIBU E ao ': i. 'i,• r I 1 T I of Curb -1 _ ._'I II I I; I I I I I�_III I L_ I F.E. Lin h Ro D IVERHEAD - - - -- - - -- - - - - -- I I ------ �O e hang N BUILDING SUPPLY w ]-Hour Fire Rated Wall F.E. MAIN ROAD (RTE. 25) e 9� I III 14 _ Fm. FI "' *fR 2 = c +4r.s' E oa GREENPORT• NY I I El +50.0' 1 _ I 12'-0",.• I 31'-0" i III 6" 30'-S" 4" 12'-O" O 4 12'-O" b O 4 Bc 91.01 A6 _ TOWN OF SOUTHOLD I IF.E. .•''• Counter Location coil I1 - Ln ORRIDOR 2 II I ; rr fi ' Water Service/ A6 " 1 i SUFFOLK COUNTY. NY . RPZ Device I I1 i E— 1000-411 Header/ 13 12 _-- - — — — — — — — — — — — — — — — — — — — — — — — 2 I M 1000-44-I-2.1 • II Wall Abo e n Wall Panels SCT — — — — — — — — — d II � (Fastened to Girts) 9 Metal Countertop 3G" ,4;F.F. 11 I II w/ Blanket Type 1 0 Pipe Rail ARCHITECT: i II r= II OFFICE S �CE Batt Insulation, 4 8•_O' 2 -O' 4'-G" 6" -6" "� p I II I I �; Add 4" Metal Stud I OFFICE I i �; OFFICE 2 :s �. °p DONALD A. DENIS Ln I I I cn Wall to Finish _� In i V -_ P.O. BOX 545 i I IB COUNTER I Fm. F1: I 11 II 1 Flush w/ Face of En lose Columns - a Slab EI +50,0' II Girt Above, Gyp. in finished Space MAIN ROAD i P. Conc. F E I I I Bd. Finish I - (T ) AQUEBOGUE, NY _ .—.ETD M 11 — — — — — — — — I Face of Main Building ; IG ;; D D D D )122-3511 Landscaped I 0 o I C Steel Ib P. Conc. O o (FAIX)122-3859 Area p '.Q Sidewalk P. Conc 12 0" -8" b' 8" b-8" 8' I ; Pipe )Column �i Sidewalk q (Typ — — — — — — — — — — — — 4' Radius E UNIFORM FIRE PREVENTION AND BUILDING CODE: w�� ARS — — — O o S I - o I Tc +ge.s' o P. Conc. F'-„'-�,�,,. •.. ,�s. -•:, High BC as.o I I 4 g - I� 120'-O” Curb CCUPANCY: C2, MERCANTILE � ;�•• .:,•,,•. ,' r'v 6"0 x 8'-6" HI h HAZARD: MODERATE , Steel Bollard tee oar i CONSTRUCTION TYPE: 2B (Non-Combustible) Gate Post �' I CDurbaate to HEIGHT: 24' I-STORY (Typ. 5 Gate/ Building Face) AREA: BUILDING I- 14,140 S.F. � Fence) I 128'- CHECK-OUT BOOTH- 280 S.F. `t �-3^ tQj Qj > - U I v• A5 I y �o _ O' �:o, (2) l4' Swinging a; r , p s 6"0 Steel >n u,; �; II Q, Black Vinyl `� a Pipe Column �; I I �; I IQ Chain Link r 3 Gates, 8' High N v x � cn � � ' � I'-I" 24'-O" � 24,_0„ 23'-7" 5„ �� Q FLOOR PLAN � �� o 22'111' 22'-II" 0 Qj Qj 6" Steel °; I Chi D E F ` BUILDING a Studs I0 A m y 14'-II" I 2Q-O" REV.: Detail a (Check-out Booth Setback( I (Check-out Booth Depth) (Island Depth) 1 Corner of 1/8" = 1'—O" DATE: 30 DEC 2002 6"0 Steel 10'-O" 10'-O�' o Check-Out 4„ E TC + 8.5' I SCALE: 1/8" = 1'-0" O Pipe Column, aC qe.o• — — — — — — — — — — — — a e�-io O 2 4 8 12 20 JOB NO: °1404 - ; o/• I of O PLANTER rt) F Il �\�6•. 1 I DRIVEWAY DRAWING NO. i CHECK DO' Line of Ride Black Vinyl Coa ed p v u O iq F cn •�""1' Chain Link Fe e 1 -3 I a i FF EL 48.5' 4" P. Conc. o _ QM v7 v o 6'_6, 6, 2 O„ 6,_O., 3,_Q, 8,_C„ 6„ Slab in 14"0 Steel 0 Pipe Column I o U U Countertop 836" A.F.F. (Typ.) - - - - - - - - - - - — — - -a — �— 6"0x8,_6„ High = �- Steeloar OF A8 6„0 x 3'-O” High - -----------------E --------i------ ----------------------- Gate Post Steel Bollard A.I B.I C (Typ. 0 Gate/ Post (Typ ) 14'_2„ 19'-4” 12'-4" Fence) D A6 ❑ ❑ ❑ o ---- -- ------ -- --- -- ---- -------- ------ -------- ------ -- ---------------- -- ---------- -- - I I I I I I I I I ASPHALT ASPHALT ROOF ROOF GUTTEI ALUM. 0 (TYP.) f2 I SHINGLES SHINGLES I (TYP.) Q I 0 I 0 1 - -- ---- ROOF PITCH I- ' I (6 IN 12)- I I 1-;q4 4 4 —� > I I ASPHALT < ROOF r w SHINGLES ROOF PIT O I RIDGE (10 I/2 IN 12) (Y STANDING SEAM 24 GA. ROOF PANELS QGALVALUME 1 I I I O ) STANDING SEAM 24 GA. ------ -- ----- - SCREEN GALVALUME ROOF PANELS ❑ ° RTU-I WALL i O ALUM. I 5' I O GUTTER I i5' H�gh> I =DD (TYP.) u ROOF PITCH CURB-MOUNTED I (I IN 12) ROOF TOP 1 HVAC UNIT I I I I � U I U I � I I I I I ROOF PITCH 11 IN 12) I ASPHALT RIDGE o ° I ROOF I SHINGLES I I ROOF PITCH I (I IN 12) 1 I 0 1 I I I O I I I I I I � I � I I I 1 AWING TITLE: CURB-MOUNITED ROOF TOP STANDING SEAM 24 GA. HVAC UNIT GALVALUME ROOF PANELS I ROOF PLAN 1 , I ol I RTU-2 I -I I I 5' (5' High) SCREEN I WALL I _ D r ASPHALT p� m I -( I ROOF I SHINGLES 1 JOB: ROOF PITCH I STANDING SEAM 24 GA. I (10 1/2 IN 12) RIDGE GALVALUME ROOF PANELS NEW BUILDING: RIVERHEAD BUILDING SUPPLY I ° MAIN ROAD (RTF. 25) GREENPORT. NY I TOWN OF SOUTHOLD _I SUFFOLK COUNTY. NY L P� ROOF I2PITC i SCTM# 1000-44-1-1 -, I 1000-44-I-2.1 ARCHITECT: 0 ° i ASPHALT ASPHALT ROOF ROOF , DONALD A. DENIS SHINGLES SHINGLES I P.O. BOX 565 MAIN ROAD AQUEBOGUE, NY I I I 1 - ----- - ------ ------- ------ -- -- -- -- -------- -- -------------- -- ---- -- -- ---- -- ------ -- ---- - (431)122-3511 0 -- -- -- ------ --- ALUM. ° ALUM. (FAX)722-3859 GUTTER GUTTER (TYP.) (TYP.) So ARCD A�-AN rrt" � tr 0 A .. t ROOF PITCH ROOF PITCH (4 IN 12) (6 IN 12) 0 0 9 T�, F ASPHALT ASPHALT ROOF ROOF SHINGLES SHINGLES ROOF P BUILDING 1 REV.: 8 - I$-01i $-0 DATE: 30 DEC 2002 SCALE: 1/8' = 1'-0" ° ----- %q4 --- ° 0 2 4 8 12 20 JOB NO: 9404 - - ---- -- -- ----- I I l%4 4�Fr DRAWING NO. I , I , I I I ROOF PITCH ASPHALT i (10 1/2 IN 12) ROOF SHINGLES I ---I OF ASPHALT ROOF SHINGLES 'GALVALUME' METAL ROOF ASPHALT 12 SHINGLES I RAKE TRIM GUTTERS $ LEADERS a GUTTERS AND LEADERS ASPHALT ROOF METAL SIDING DOVER SAND' SHINGLES 'DOVER SAND' (COLOR) (COLOR) FIBER CEMENT SHINGLES �,�•=OPEN ATE ,_ - '" L=, DOCK � a G --- ---------- --------- ---------------------- ---- -- - Ilk ------------------------------- BUMPER STRIP p LOADING DOCK �J SOUTH ELEVATION - BUILDING 1 o O .1 1 I/8 = I -0p �� d � 'GALVALUME' ASPHALT SHINGLESPLUMBING METAL ROOF VENTS FOR CIR30 W/ 4' TRIM RESTROOMS. LUNCH ROOM 12 GUTTERS AND LEADERS 6 FIBER CEMENT TANGLES GUTTERS AND LEADERS GUTTERS AND LEADERS L='_ t ) ----------------- p METAL SIDING 'DOVER SAND' (COLOR) ,�' ------------------------------------- ---------------- DRAWING TITLE: ELEVATIONS EA15T ELEVATION - BUILDING I 11-00 ASPHALT CIRSO W/ 4" TRIM 'GALVALUME' JOB: SHINGLES METAL ROOF BUILDING 1 RIVERHEAD 12 BUILDING SUPPLY 6 MAIN ROAD (RTE. 25) - - - - FIBER CEMENT \ TOWN OF SOUTH SHINGLES ' 'TAN' ,' 5CTM L1000-�6-i-•i N 1000-46-I- . ARCHITECT: Ell DONALD A. DENIS P.O. BOX 545 MAIN ROAD `� AQUEBOGUE. NY 3432 3432 $432 -------------------------------------- (431)122-3511 (FAX)122-3859 --------------- SEAL• J .� FEST ELEVATION - BUILDING 1 1/8..1 j ASPHALT SHINGLES ASPHALT SHINGLES RVOITF0A0 � GLA55 SHEATHING F 12 SIGN 12 I2 (M LETTERS. w TRIM WHITE BACKGRO WD) I O 1/2 to I/2 to I/2 REV.: DATE: 30. DEC.02 ®ULD998 SUPPLY CORP SCALE: 1/8' - I'-O' COVERED DRIVE-THROUGH JOB NO: 9604 ❑❑ DRAWING NO. OPEN ®�® FIBER CEMENT 3056 2 CHECK-OUT TANGLES FIBER CEMENT � Q TANGLES P&M COLUMNS 1 TRIM-/ MAIN ENTRANCE - - - - PAINTED WHITE OF A8 NORTH ELEVATION - BUILDING I 1/18" = P-o" ROOF PURLINS 61 5'-0" O.C. (MIN) STANDING SEAM 240A. GALVALUME RIDGE CAP ROOF PANELS. 6 BLANKET TYPE BATT INSULATION W/ PSK-10 (WHITE) VINYL VAPOR BARRIER. (R-19) GUTTER 9 no DOWNSPOUT 4" BLANKET TYPE BATT INSULATION W/ PSK-10 0 O 3/4" TIG PLYWOOD (WHITE) VINYL VAPOR Q BARRIER (R 11) Q 2- LAYERS OF 1/2" TYPE < RW-9 WALL PANELS, 26 GA. X GWB (COLOR- DOVER SAND) 0 O p 3" FIBERGLASS BATTS a I 1-HOUR FIRE RATED QO WALL- 6" METAL STUDS, 16" O.C., 5/8" TYPE "X" GYP. BD., BOTH SIDES, 6" F.G. BATTS 5/8" GWB WALLS OFFICE �� CORRIDOR INVENTORY Q 9 METAL STUD WALL W/ 6" BATT INSULATION r I' 4' 6" THICK CONCRETE FLOOR SLAB ON GRADE GRADE Q I � i I I I O SECTION A ------ � 1/44 DRAWING TITLE: SECTIONS STEEL ROOF FANELS 12 12 GALVALUME ROOF PANELS RAKE TRIM ROOF ASPHALT ROOF SHINGLES J NAILASPHALT DECK/ PURLINS NEW BUILDING: UP TO UNDERSIDE RIGID FRAME RIGID INSULATION PANEL METAL ROOF DECK METAL WALL PANELS EAD METAL DECK OF METAL ROOF BUILDING SUPPLY ROOF PURLINS ° 5'-0" O.C. MAIN ROAD (RTE. 25) GREENPORT. NY TOWN OF SOUTHOLD GIRT SUFFOLK COUNTY, NY METAL JOISTS I HR FIRE RATED WALL SCTM# 1-1 1000-44- RIGID FRAME 5/8 GWB 2X6 METAL STUDS W/ BRACING ARCHITECT: R-19 BATT INSULATION 5/8" GWB BOTH FACES DONALD A. DENTS PC A.I.A. O R-19 BATT INSULATION P.O. BOX 545 MAIN ROAD AQUEBOGUE, NY RIGID FRAME METAL FURRING AND EXTERIOR WALL GWB DROP' SUSPENDED ACOUSTICAL TILE (430122-3511 (FAX)122-3859 AT 12' AFF FIBER-CEMENT SHINGLE PANELS (T EXPOSURE) 5/8" DENS GLASS GOLD , ,a�cxt p FIRE RATED GYPSUM GIRT ABOVE DOOR SE *. ` ALAJV r I SHEATHING RETAIL SPACE INVENTORY HEADER 2x6, 16 GA. METAL STUD STEEL COLUMN o x (W/ DIAGONAL BRACING STEEL RIGID FRAME 6" F.G. BATTS (R19) 5/8" GYPSUM BOARD 001 6" THICK CONCRETE FLOOR SLAB ON GRADE 6" THICK CONCRETE FLOOR SLAB ON GRADE I' I I I I I I I - I �— 2" RIGID INSULATION I I I I X 2' ; __ REV.: I IL---- DATE: DEC 30. "OZ SE:ICTION SCALE: I/4" - I'-O" BB JOB NO: 9404 DRAWING NO. Q OF e 12 ROOFS TO ALIGN STEEL ROOF PANELS ASPHALT ROOF SHINGLES 6 METAL ROOF 12 EDGING STEEL ROOF DECK BLOCK OUT 6 RAKE TRIM FASCIA 8" STEEL JOISTS BLANKET INSULATION BY METAL BLDG MFG. PURLINS STEEL JOIST TIES METAL DECK �� METAL ROOF DECKING STEEL FRAMES METAL WALL PANELS PILASTER J J 3 J J ROOF PURLINS a 5'-0" O.C. _ SEE BLOWUP IHR FIRE RATED WALL � Q BLOCK FOR LETTERS AS REQUIRED SIGNAGE � 5/8" TYPE X GWB BOTH SIDES OF WALL O 5/8" DENS GLASS GOLD ASPHALT ROOF I" STROFOAM AND DRYVIT STUCCO PURLINS 2X6 METAL STUDS GIRT 16" SHINGLES oc d 2X6 METAL STUDS RIGID FRAME R-19 R-I 0 6"X 4" ALUM FLASHING GUTTER 0 (WHITE) - O METAL FR MIN(:a ` i R-II ISULATION v 5/8" GWB I HR FIRE RATED FLOOR p :II I I i 5/16" HARDIE fjI.ANK � i� I � � R-19 INSULATIONSTEEL JOISTS 16" OC ON BLOCKING ACOUSTICAL TILE CEILING n 5/8" ��) G B ii i I I 2X6 METAL STUD WALL AT 12' AFF1. .-, 13/4" X 4 1/2"1 ALUM STOREFRONT 5/8" GWB BOTH SIDES moo TRANSOM li II I GWB DROP i4 I HEADER i ii I I DOOR MECHANISM 2 LAYERS TYPE X 5/8" GWB HEADER RETAIL SPACE H TAB E �r rrrr ACOUSTICAL TILE CEILING PILASTER BEY ND i ii i I I i ii i t I 2� i I I iII II I I STEEL COLUMN I I/2" PIPE RAILING <— AUT ALUM S4i1DING QOORS V d II 1 6" THICK CONCRETE FLOOR All CONCRETE STEPS i VEST l i l 1 SLAB ON GRADE C' 7HCK i i it i I I SLABI ON ±GAC DR TE FLOOR i i i it I 0 i i it 2" RIGID INSULATION 2'X X2" NSUL BD I � BREAK FLOOR SLAB SIDEWALK X 2' UNDER DOOR SADDLE I I I I I L---- L-_-__---_--J SECTIONEE DRAWING TITLE: STEEL DECKING (SPANNING RAFTERS), 3/4" PLYWD, 154 FELT, ASPHALT ROOF SHINGLES STEEL DECKING (SPANNING RAFTERS), 3/4" PLYWD, JOB: 12 15u FELT, ASPHALT ROOF SHINGLES NEW BUILDING: 12 12 10 1/ RIVERHEADBUILDING SUPPLY 6 6 PURLINS MAIN ROAD ( ASPHAL-T ROOF SHIGLES OVER 15# FELT, GREENPORT. N N 25) Y 3/4" PLYrWOOD, STEEL DECK SPANNING TOWN OF SOUTHOLD ACROSS STEEL JOIST RAFTERS. SUFFOLK COUNTY. NY STE L J01 S > TOPOF WALL ADJUST RAFTERS TO MAINTAIN SCTMX 1000-46-1-1 00 4- 11-1 R F TR SSES FASCIA LINE AROUND BLDG. TEEL JOISI ROOF TRU S S GIRTS STEEL JOIST ARCHITECT: RAFTER TIES BY BLDG MFG DC A DONALD A. DEN15 P P.O. BOX 565 CONT. ALUM GUTTER STEEL COLUMN R-19 BATT N ULATION MAIN ROAD AQUEBOGUE, NY ALUM SOFFIT PANELS 12" WIDE 2"X6" STEEL WITH 25% HALF VENT PANELS I STUD WALL 2X6 METAL STUDS ALUMINUM SOFFIT 1630122-3511 (PREFINISHED) R-IISULATION 6"XL" STEEL COLUMN PANELS 5/8" DENS GLASS GOLD (FAX)122-3859 SUSPENDED FIRE RATED SHEATHING FIBER CEMNET SHINGLE ACOUSTICAL TILE AT II'-0" AFF 5/8 GWB 8' HIGH METAL GATES = 154 FELT AND FIBER-CEMENT ��,A 5/8" GWB 5/8" DENS GLASS GOLD O SHINGLE PANELS SEA 4 ARCti,r O I v / R-19 BATT INSULATION _� `� 8119 BATT INSULATION SHEATHING _ / `–" DIAGONAL BRACE WALLS G DRIVE U R TAIL / e FIN FL BLDG 50.00' ASS / -q 001 , o � \ / �� PAVED ROAD SURFACE GATE PAVED ROAD SURFACE tFLBLDG 49.00' 4" C O N C SLAB PAVED ROAD SURFACE --- ------------- CONC CURB 6X6 10/10 MES "X2F INSULATION CONC CURB REV.: *' DATE: DEC 30, 'OZ SECTION CC SECTION DD SCALE: 1/4" = 1'-0" JOB NO: 9404 DRAWING NO. 0 O OF 8 12 12 �J 10 I/2 10 I/2 10 I/2 CEN'=RINE OF PILASTf� CENTERLINE OF PILASTER ASPn.=LT ROOF SHING.E: _ �.. ASPHALT ROOF SHINGLES STEEL TIE BEAMS OV=R 3; 4' PLYWOOD, '"E'�-_ ROOF DECD "�G 2 OVER 3/4' PLYWOOD, METAL RO F DECKI Q fTOJUST SUPPORT MA MAINTAIN FASCIAT.HT GROUNDERS 4 I/2" WIDE CORNER30ARDS STEEL JOISTS BUILDING —� STEEL ANGLE ATTACHMENT BUILT UP STEEL HEADER ii ALUM GUTTER f ALUM GUTTER CX4" ;W-;ITE) _____-. '✓ �% U;i 4"X4" (WHITE) Q •'f �.� I � 1 ij L� I' I O R-19 3,;T T INSUL --- -- 1 R-19 BATT INSUL. O C;_5 CEILING ------ - - !I 5/8" GWB CEILING ALUM. STOREFRONT moo INSUL SAFETY GLASS IN VESTIBULE UN:�OW SEE PLANS i E.._ . TIONSALUMINUM STOREFRONT __-T__ 1 3/4" X 4 1/2" SECTIONS N STUDS 3 5/8" METAL STUDS (WHITE) 5/ 3- D_NS GLASS GO_:, I 5/8" DENS GLASS FIRE RATED SHEATHING FIRE RATED SHEATHING 5. .b" F3ER CEMENT PAS.=_; SIGN CENTER 5/I4" FIBER CEMENT PANELS PILASTER BEYOND R- 9 ?,ATT INSUL. \ ^ J R-II BATT INSULATIONS FOR WALL VEST PARALLEL TO VESTIBULE 4" CONCSLAB UNDER OVERHANG Q I 2" RIGID INSULATION 2" RIGID INSULATION X 2' X 2' O ------ ------ PILASTER DETAIL SECTION II 3/4• = r-o• SECTION HH i/4•=r-O• A6 1/4•=r-o• AL DRAWING TITLE: JOB: NEW BUILDING: RIVERHEAD BUILDING SUPPLY MAIN ROAD (RTE. 26) STEEL ROOF PANELS GREENPORT, NY GALVALUME FETAL ROOF I 12 1/8" GALVANIZED STEEL FUR?RING TOWN OF SOUTHOLD METAL EDGING ---_� OVER GALV. FURRING CHANNELS lANNEL SUFFOLK COUNTY, NY GALVALUME I I METAL DRIP STRIP, CONT. 5CTMu 1000-44—I—I 1000-44-1—Z.1 5/4 WOOD FASCIA STEEL RAFTERS ALUM GUTTER METAL SIDING <-- STEEL GIRDER AT RIDGE ARCHITECT: (DOVER SAND) orDONALD A. DENI5 PC A.I.A. 2X4 GALV METAL F STEEL GIRDER AT EAVES FRAMING WELD P.O. BOX 565 - STEEL JOISTS I BOTH SIDES OF WALL MAIN ROAD C DIAM STEEL COLUMN 4" STEEL STUD RW-9 WALL PANELS 26 GA. AQUEBOGUE, NY BRACING, MIN.8 (COLOR-DOVER SAND) 1631)122-3511 O 2X6 Ib GA. METAL STUDS (FAX)122-3859 W/ DIAGONAL BRACING O N 5E GLS ARC . �' r.\ �" AIN 2X6 CATS AT 1/3 POINTS �`�,��� OF COLUMN LOADING DOCK 8" CONCRETE SLAB 1 n: FI. FL, ELEV 49.95' T ^ F. . q j8 BUMPER � j APROX FIN GRADE PAVING CLEAN COMPACTED FILL I I CONC PIER AT COLUMNS CONCRETE FDN WALL AND I FOOTINGS CONC FOOTING DATES DEC 30, "OZ SECTION rGc, SECTION THROUGH ROOF OF LOADINGDOCK FF SCALE: I/4" - I'-O" JOB NO: 4404 DRAWING NO. OF 8 D o o S C H E D U L E LOCATION SIZE (NOM) FRAME SADDLE LOUVER REMARKS TYPE MAT. FINISH TYPE HW SET UNDERCUT NO. ALL DOORS 13/1• ELEV.T. FR.DET. f1AT. FINISH WALLS OILING HGT. REMARKS FROM TO THICK U.O.N. ROOM FLOOR BASE (2) 3'XT I ALUM PREFIN A I ALUM PREFIN ALUM I VESTIBULE EXTERIOR v (2) 3'x'l' I ALUM PRE A 4 ALUM PREFIN ALUM 2 RETAIL VESTIBULE (QL O = 2 HM PAIR ALUM Closer �`=�7u7 W w � � 3 DESIGN CENTER EXTERIOR 3'x7' 4 HM PAINT B J Q Z W .. z WOOD STAIN B 3 HM PAINIT Closer 3/4 HOUR FIRE RATING �^1 I= W z J Q X X Qto 4 CORRIDOR I DESIGN CENTER 3'x'1' 3 `n o- z tL iy iv 5 CORRIDOR I LUNCH 3 x'1' 3 WOOD STAIN B 3 HM PAINIT C�D IL � 31 XT 4 WOOD STAIN B 3 Q D W W D �- 6 CORRIDOR I WOMEN HM PAINIT Closer O D O J J O HM PAINIT Closer t0 WOOD STAIN B 3 Vr/ U �n in J O F- 1- w 'I CORRIDOR I MEN 3'x"f 4FIRE RATING J U 0- W W W F- W • n- z RY 3'x�' 3 WOOD STAIN B 3 HM PAINT Closer 3/4 HOUR FIRE RATING >- z O[ W z z J W J J U U > O g CORRIDOR I INVENTO z p Q J O O Q 4 0 z 5 HM PAINT B 3 HM PAINT Closer 3/4 HOU Q > U U I— z F- 12'-O" 9 INVENTORY ELECTRICAL CL. 3'X7 2 HM PAINIT ALUM Closer a ® ® ® I INVENTORY EXTERIOR 3'x7' 2 HM PAINT B Q VESTIBULE ® ® ® ® VARIES O 2 }-IM PAINT B 2 HM PAINT ALUM Closer COUNTER ® ® JVARIES II CORRIDOR 2 EXTERIOR 3'x7 PACE ® ® Esd. Ceiling In Ba Projection 3'x�' 4 WOOD STAIN B 3 HM PAINT G7 RETAIL S ® ® ® ® ® VARIES Gyp. 9 9 12 CORRIDOR 2 OFFICE 2 3,XT 4 WOOD STAIN B 3 HM PAltt`IT Q DESIGN CENTER ® ® ® e'-O" 13 CORRIDOR 2 OFFICE I }.}M PAIINT Closer 3/4 HOUR FIRE RATING CORRIDOR I ® 14 INVENTORY OFFICE SPACE 3'x�' 4 WOOD STAIN B 3 r ® ® 8;-O" HM PAINT Closer 3/4 HOUR FIRE RATING LUNCH ROOM ® ® TILE TO 4'-O" HEIGHT 15 INVENTORY RETAIL (2) 3'XT 3 WOOD STAIN C 3 ® ® ® 8 -O" _ R TERIOR 3'x�l' 2 HM PAINT B 2 HM PAINT ALUM Closer C.] O MEN ® ® TILE TO 4' O" HEIGHT 16 COUNTS EX ® 3'x7' 2 HM PAINT B 2 HM PAINT ALU Closer n WOMEN ED ® ® ® ® VARIES PAINT PLYWOOD- 81' HIGH 11 CHECK-OUT EXTERIOR ® 17 RPZ CLOSET RETAIL 3'Xl' 4 HM PAINT B 3 HM PAINT Ono �7 INVENTORY ELECTRICAL CORRIDOR 2 OFFICE I OFFICE 2 OFFICE SPACE VARIES CHECK-OUT ® 3'-O" VARIES 3'-O" 6" L� � FLU H ALUM. �O D. FLU H FRAME p iy ALU .,HM) DO R SAFET N GLASS C� Oi O I LOUVIER #rGRAI'3 JSAFETY VISIONr oGLASS. ;9 PANEL (EXTERIOR- in (WIRE BAR5 IN5ULATED) GLASS _................ Y WHERE FIRE RATING 4 S I Z 3 REQUIRED) DRAWING TITLE: O SCHEDULE DOOR TYPES • Ln DETAILS O I ................ PLAN PLAN JOB: o ° BUILDING I: 18"X3L" MIRROR p MIRROR i jRA 3'-O" MAX. GRAB r r RIVERHEA BAR BUILDING SUPPLY LAVATORY - MAIN ROAD (RTE. 25) GREENPORT, NY Zn �� n F KNEE � r � � TOWN OF S011THOL KNEE E C SUFFOLK COUNTY. NY 6 _ 8 SCTMu 1000-44-1-1 1000-46-1-2.1 TORY ELEVATION " `• WATER CLOSET ELEVATION FRAME ELEVATIONS LAVA M,N x. ARCHITECT: 1'-s" DONALD A. DENTS MIN. P.O. BOX 565 HANDICAPPED TOILET FACILITIES 13/4" 1/4„ SHIM MAIN ROAD I��• - I_o„ METAL (TYP.) AQUEBOGUE, NY 5/8 STUD SKIRT WALL MET GYP. DS GYP. BD. PANEL METAL STUDS CAULK DOOR d � 2" 5/$" � (431) 22-3511 1 3/4" DOO (TYP.) -------� _ (FAX)122-3859 ' DOOR FRAME B Y METAL BUILDING _ INSUL.—> M�ANUF. o c \ N 4 " LA 14. � S `y fop p' N METAL GYPSUM BUILDING C x p ALUM. PANEL �^ SHEATHING ALUM. TUBE A x IHM TUBE GYP. BD. (INSULATED) FRAME FIBER-CEMENT TRIM FRAME/SIDELIGHTS) (SINGLE DOOR/HM FRAME/'METAL PANEL) (GYPSUM BD. WALL-TYP) �� pr (SLIDING DOOR/ALUM FRAM 3 ��� °O�� r� F I 2 I FRAME DETAILS REV.: DATE: 30 DEC 2002 SCALE: AS NOTED JOB NO: 9404 DRAWING NO. O Q OF A8 10 120'-O" A 2T-1 1/2" - -- - - -- i P. CONC. i- -- -- - -- -- i- -- - /,\, /3,\/Q, _I - -- - -- - - I- - - - - STOOP_ - - -- - - - - - - - - - - -- -I /� v - - - - - - - - - - - - - -- - -- -- -- -- - - - -- - r - -� .—�—•— — — •—•— ---._._.—._._._._. 7.1 _ --, O• _._. _._._._._._._.�. - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - i I- - - - - - - - - - - - - - - -I I- - - - - - - -- - - - - - - - - -I-- _ - � X-BR4CE BAY - - - i - �) 00 I NOTE: FOR FOOTING /01 I_ _ _ __ _ _I SIZE AND BOLT LAYOUT- I 63— �'�13" O w in SEE STRUCTURAL PLANS El` I C.J. I I I — — — — — — — — —— — — — — — — — — —— —— —. I. .. C-� —•—•—•—•—•—\•\` •— • \\\ —•—•—•—._._.—._. _.—•—•—•— �.7 _ I O -_ - - I •r—• —� 5.9 O O 22,_6,; 5, 4„ 28,-4,; 18 I, \\ - - - -I `. I r - - - - - - - - - I 8" CONC SLAB / - - - -- - - -- - - -- - 00 - - -- I I I °p — mno g Haunch Slab Under ; I I LOADING DOCK U U Bearing Wall Above U i F ION // `p U r� I rJIZ I I A O Q Q CONSTRUCTION JOINT IN SLAB I I -O Sd ch I I (T11'P. T 50'-0" MAX. EA. DIRECTION - L- -- - - - - -- - - -- -- -- -- -- J I � I `� 0 ALIGN � \. C J I / , - - - - - - -- ��ll C.J. .. .... .. :. . . Io� - - - -I C.J. I I --I - -I 2'X2' PIEfy // O O O ._._. ._._._._._._._.�. I 0 I I I I -I 24,_0„ 24'-O" 24,_0,. I I / / LOADI (7P 24'_0„ 24,_0.' - - -- �`- I 6" 'THICK CONCRETE SLAB W/ #4 REINF. BARS s' 12" O.C. EA. WAY OVER 6 MIL. POLY VAPOR BARRIER I / `�( N U I rm I I '�-^`'�: TRENCH DRAIN r C.J. I I C.J. I I ❑ C.J. _ _. _. _. ----------------- C) ._._._._ I 4 •—•—•—•—•—•—.—•—• I \ 1 I I I I � BI I I -- - --I - - ---- I - -I — J `�� 5 ` RAM _ � I - -- - - - -I I- - ---- - - I I I � —�, \`- FOUND TION ` O I I I I STEPS `� `� �/ ` I I EDGE OF SLAB I � � 8" CONC SLAB // \ DRAWING TITLE: FOUNDATION - - - - - - - - -I , PLAN _ I I o _ - - I o I- � - - _. . ._._. C.J. L I I 3 i C.J. C.J. I I ._._._._•—•—•— —•— --- - - O I I I o I I I I I I I I I I I JOB: � NEW BUILDING: O O A6 p I I i 15'-O" 3'-O" P. CONC. RIVERHEAD - II ' Haunch Slab Under I I STOOP BUILDING SUPPLY cv cv - I I U U U U: Bearing Wall Above I - - -- -- 7 II - - -- --- - -- -- - - - -- - - -- --- - -- -- _ I 18,. F - - - - ---- -- - - -- -- - - -�, - -- -il - -� - -I MAIN ROAD (RTE. 25) I L - - - - - ---- -- - - -- -- - - -- -- -- - - -- -- - - - -- -- -- - - -- - - 4R81.2- - -- -SII �n o E co GREENPORT. NY TOWN OF SOUTHOLD SUFFOLK COUNTY. NY - - - - - - D m I- - -- - -i C. - �- - -- - -- -- - - -- -- -- --t I- - I - O Mu - I - J _ _ _ _ _ _ _ _ _ —•— 3CT 1000 4L--I L- --- ---- --------------�-� .. - -- -- -� —•—•—•— —•—•— —•—•—•—•— 1000-4L-I-2J 2.1 C.J. I I � I _ 25'-2" _I ARCHITECT: .....,. 31,_0„ 8„ DONALD A. DENTS 2 -0- 6'-0l'- 6,-3 .11 IT-O" 31._0., P.O. BOX 545 _ _ MAIN ROAD _ AQUEBOGUE. NY � I— o- i I U 6 I II- - - - —I- - - - -11 -- -11- - - - - — - - - -- - - -- -- - I-- - - -- —I �. -- -- --- — -� - -� — I - - - — — - - — �.— — —.�:� - — — — — — — — — — — — — — ..... O. �. -- - - - - - -- -- - - - - -- -- -- - " — v_=_ - -- -- -- - --- — - -—-- -- -- --- - -- - -- -- - - -- ---- -- - I (L31)122-3511 I I P. COIV O I I (FAX)122-3859 - - -� - -I ( O - - Dn� R- -I ' -- -� --I -- -� -- -- -- -- DR STOOF� FOUNDATION PLAN ( - � I SEA 01 I 10 I I I yA �LIII II�►+-�►a 11 120'—0 12f8'-O" 2 4 8 12 20 C A5 j 0 I � A6 I I I I 6 I j v s4�F Op9 O Ln j II — I i j v F m I COLUMN � �4 `jE 9 JAN 2003 m I I II I I j D> G . F D N 21 APRIL 2003 1 -I„ 24,-0, 24'-Q . 23'-�" 5,; �' + PEDESTAL F D N . I'-I" 2'-II") 22'-II" II I I 1 2,; 2„ I 3/4"X 11" X II" REV.: B.I OD 5;; E 4"Cont. Slab 6t 16 Bcottom Track 0111' Steel Base PI. B o w/6x6 ul0/ O WWM DATE: 30 DEC 2002 O I —o 1/2" x12?" A.B. I/4" -O" xl'-O" cont Ftg � _ �_�_ 1 1/2" 8 1/2" 3" a 48' ooc + Corners 4- I"x 12" a,b. w/ SCALE: I/S' I'-O' 5 5" 4 r ------------------------------------- � i I - w/ Fendder washer 4' Hook _._._._._._._._._._._._._._._._._._._._ _ — ------— — .........T10 cX l als 2 5 R'e �I sQ. P dost 1" 6" L F I ON 3' X3' >X # 3" Projection __________________ - bar m 12"x 12" PC Pedestal DRAWING NO. ' rH I � I Conc Ftgs. - Rigid u5 rerbar a 48" Insulation UNEXC. I j j - oc + Corners O I 1 4" CONC SLAB w/ 6'S hook Rebar 8,; 12 3-45 Rebar 3'x3'xl' PC `� � • ' � ' ' PLAN �/ fEI.0 COLU >�( N � g � PIERS _ ' ' ci BASE IN CHECK - OUT Ft 1 ---------------------------------- ----- ----------------- --------- 1 �I 24" 4-tt5 Rebar Ea. Way _ _ _ _ _•—•—•—•T j; BASE PLATE BLDG . O __ _________________________tllt _________j °D ' 8" OF AS 12'-5" .i D I I Grade Black Vinyl Coated-30° EI +49.0• D'I n—'� 044 O O Chain Link Fence (+�-_� 120'-0 O O A 2�'-1 1/2" Iq'-5 I/2" q'-0 1/2" 29'-10 I/2" i Dn 10'-8" 5' 45'-I" I'-O' 'r Face of Building Water Cooler — — — — — — — I — — — — — — —rit. — — — — — —..�.—.—.— —.—.—. .—. —.—•—•—• —• Fin. FL exit - - —.—.— — — — — — — EI +so.o' F..E. 0„ 4„ 2q'-6"Wall Panels6' Metal I Wall Panels 4, LU CH ROOM 36'-13Stud Wall w/ - (Fastened to Giirtsh o a LECTRIC L (Fasten to Girts) �•qi Steel Wi mLn Lawn I F.G. Batt I w/ Blanket Tylpe O n Sink p ) IB Blanket TypeI O ♦�• Screen Wall Area O I Insulation (Rlq), Batt Insulation, v o - i Batt Insulation, y g (F m I Gyp. Bd. Finish I I Add 4" Metal `stud LL � I Ref, i � qO I I � �•`• B Bid Mf Wall to Finish - i - •—•—•—•— •t-•—•—•—•—•—.—.—.— •—• I Flush w/ Face of `r o 5 — — — — — — — — — — — — — — — — — — — — --- — — — - - — — — - — P. Conc. Girt Above, Giyp.= ? en c~n •� �• 5.9 O Slab B, I Bd. Finish O F.E. C -RI O 0 I 6"� Steel —� • I I Pipe Column P,. Conc. cv I I I • i (Typ,) ^� Retaining Wall DESIGN CENTER I v -- - I LOADING Q I __J I Iq O /ham oP m I I °; ' ' M • \ MEN \I Reinf. P. Conc. Toil t +� Slab y Q - - i - O O O I Line of Ridge I I I = Parti ns 1i t tLl J a G i OC HC C i 10'x10' w ch 4• 7 O I O I Overhead Door 0 0 ------------------- 0 cv - ey _ I � %f1 I �p �`c� \o a� o ' "�� o , a �0 O — — — — op Ink I I � rst•�oP � c \�� — F.E. I I I Floor Mount. 34'-I " — — r o� — °— � °� — — — — — — - -- - -I - - - - - -- --- - -- -- - - 6" �,_I„ 4„ 11'-2" 4" t d� � wa�j► — -I r- r--1 I �I. i I I i t II I I I EXIT = �, �• Q �� P. Conc. B I I I I I I I i I I •I I I I I Grab Bars I I d J �( C O Slab— O .—.J..-L...—.—. T....r.. ._.�..�t.t.—..y...t..� •$ I I I 9� aj i e� O —. (See Details) — - - - — I I I I I I•- I I I I I I I I IC�D ' •�• , C .\ x I I I I I I j �� ;(O" I F.E.-y c+l `a �V � (3)) TRUCK BAYS� v 124,_0„ 24,_0„ I I I 24'-0" I I 1Q I I 2j1'-Q I I I I - O 2 � I I ^,�i � ��\ IS" Reinf. I I I I I I I •I 1 P. Conc. \`� 0 `° o • i I II I I I I I I I II I I I v Slab P. OnC I I I I I I I I I I I W I •I I 1 ------------------- " • \\ Sid walk LLI I I I / P\0 = Q I I II I I I I I I. I I II I I I I I x y, `� Ai 0 O nn n I I I I I I I I 1 10 QI I I I I i I �i (fj., �� t�h o a \��` O u I - �v I I I I I I I Icn I i.LII II I li 1 `- 0 \\� t I I LL I I / �I I I I I I I I I� I J I I II II 1 I i \` nc \ x Q \ 4( I I 1 I I I I I Q I •I I I II 1 O / v I (V 1 1 II 1 1 11 1 ° I I I I I I I I I I I I I (L/ I •I I I 11 1 I a ; 10'x10' I I I II I I I I I 1 0 1 1 II I I II 1 ry I I I Overhead Door I I I I I I I I I I I I 1 0 1 '1 I II I -------------------- /Oo� o" \\ \\ I I G� I II I I I I I I II I I II 1 \\ I I I I I I I I I •I I I II 1 I I �� / /� A I I I I 1 I I I I I I I I II I I I I 1 \\ /tch 2 to � �a I I I I I I I I I I I I I I I I •I I I I I 1 • D n � •,� Ait - - - - - - - - T Line of Ridge _ _ _ _ _ off L� Orn _ .—..1..•l----.—•—.—. I 1 II �� 1 I I —• Q) '4 I I I 1 I I I I I I I I I I I I i I I I E B \ Orden I I I I L _LaI L_L _I L _L _I L _I�I L_L-11 O L- o i I i _ 5 \ I 0 [0 A 5 I - ' � I i INVENTORY I 5'-O" � 42" High w/ In�rme w" `o RETAIL SPACE I I -1 EXIT I I Metal Prpe I I I I a 15 •i FF EL +50.00' i I (3) Tread Rail A FF EL +50.00' O I I I I I � I I I FLOOR- P. CONC. SLAB, a 12 3O�_ �� i O 2� ` HEATING and i HEATED SPACE I I I -1 I AIR-CONDITIONING I I ry (NO AIR-CONDITIONING) � � O 1 6" iMeijal r -f—1 - r—1 f r I: r rI 111 F_ r 11 I I I s Std all w/ 1 I II I I I 10 I 1 1 1 1 O P 1 1 I i i i F. s. at I I I I I I I_ I 'I 1 w 0 Cr I Insplatipn (�19), I 11 I I I I I Ir'l I 11 1 Gy1p, pd. Finish I 1 I I I 1 I I I� 1 1 I I 1 1 , � X DRAWING TITLE: 11 I I I I I I I I II I I I 1 8" Re nf. Landscaped l I i 1 I I I 1 1 I I P. Co c. 55'-10" Slab S', ^ FIRST FLOOR Area ("AD 16"I I I I I I 11 I 163'_21, I I 11 I I I 6" _ P. Conc. I I I i I I I I I I I I I I I (Score 8' o.c., I� PLAN Slab Al 1 L _L _I 16 o.c.) = I 'I — —•—•—•—•—.—.�..L. 11.. — �.�.�.—.�..�...� .J... I I — — — — — — — — — — — — — — — — — — — — — — — — — — �' I I ( I 1 I — netel�..t/ I • I I I I I I I I I I I I 1 1 1 I I 2 65LUIs - I I I I I I I I I I I I I I I I Curb , °t I I i I I II I i 1 1 Ramp 0 Wall Panels Curb <� I 1 11 I I I I I I I I II I I I I I I (Fasten to GIrtS) - Ramp I I ''� I i I w/ Blanket Type I Handrail JOB: o I I I I i � I I I I I I I I I Batt Insulation, i F Dimension NEW BUILDING' O EXIT �y I I I I I I I I I I I I p I I II I I I II II I 1 6" �'-10' I _ 5'-0" 3'- 0" 0 O o v 0 A6 p O o Line of Ridge I I I I I I I I I P. Conc. i RIVERHEAD _ 1 1 I I I 1 Ladder to o je �o anCurb O BUILDING SUPPLY 2 o 1 1 1 1 1 1 1 1 I 1 T Linf Roof 6 ;� V ESTIBU E a� `+ II I I I I 1 _1 1 it I I I I F I Roof ______ �� g MAIN ROD NY 5) -i1 -- --- �_ F.E. MAIN ROAD (RTE. Z w a\\ey - 2-Hour Fire Rated Wall n Fin. FI. v +iR 2" TC +41.5' E o� I I4 ' 4" 12'-0" O 4" 12'-O" E1 +50.0' _ o O O BC 4-T.0' 6 TOWN OF SOUTHOLD ORRIDOR 2 11 I SUFFOLK COUNTY, NY I2'-0" I 31 -0" _ - IF.E. � C+ter Location p m I I - in EXIT I r — — — — — — — — — — — — — — — — — — _ — SCTM�t 1000-4L-i-I _ o Water Service/ I ab I I I --- --__-_-I — Z.I ' n�t�P.,t RPZ Device I2 1000-4L-I- .I Meswie Wall Panels i 13 N Metal — — — — --•—,-- I i (Fastened to Girts) ARCHITECT: Countertop 36" A,F.F. - i w/ Blanket Type I Pipe Rail r Batt Insulation, 00 DONALD A. DENI5 OFFfCE S• ACE O N 6"� Steel Add 4" Metal Stud I OFFICE 1 i OFFICE 2 O P.O. BOX 5L5 _0 2 -O' 6'-O'" 6' -b' Pipe Column THIS COLUIMN COUNTER I I Wall to Finish = MAIN ROAD 18 (Typ.) "' BY BLDG FG. Fin. F1, Flush w/ Face of En lose Columns i 4 P. Conc. O I E1 +50.0' EXIT I I i Girt Above, Gyp. in Finished Space AQUEBOGUE, NY Slab Bd. Finish I (T ) — — — — — — — — —.�.—.—. F.E. —.— — - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - — (63022-3511 (FAX)122-3859 Fa e of Main Bwlding I Op OD Di Ir; Handr�ill O P. Conc. Landscaped - I _g• b' 8" b'-S" 1 1�2" 421' ig$ at andin Si ewalk Area P. Conc 12' 0" � _ _ NN - Sidewalk 1 I I cn I _ _1 �4' Radius STATE UNIFORM FIRE PREVENTION AND BUILDING CODE: SEAL: �p ARC • TC +46.5' - - - - - C � P. Conc. ~i TC 48.50 I OCCUPANCY: C2, MERCANTILE \� C► ASN b-41 TC 48.50 8C 48.0' I I Curb BC 48.00 I I Conc. Steps II BC 48.00 120 _ 6„� x 3'-0” High I �'_6„ HAZARID: MODERATE 0 8'-O" tee o r (Distance to CONSTFRUCTION TYPE: 2B (Non-Combustible) �� � _•—• II rn I I HEIGHT': 26', I-STORY vvh -i I Curb at AREA: BUILDING 1- 14,100 S.F. I n i .�. W IOX26 II M I r o L I Building Face) " a`, 128'- O 2 ,�HEC�-OUT12 BOOTH- O S.F. JA U W 8X21 I C OI �• I O C; A5 'tq O O (ALL 4 CORNERS) �: O • I' 66 A6 al 1624 SQ. FT. ABOVE X I `- (2) 14' Swinging ' CEILING I �. I; Black Vinyl m I Qj; I I Chain Link I I 9 JAN 2003 - j: Gates, 8' High cy v FLOOR 0, — W IOX26 — I I -1„ 24'-O" 24'-0„ + ZI APRIL 2003 I I'-I' 22'111 -X—•—• �+_. -• 1 BUILDING 5)- D E REV.: UT A 14'-II" O" 13'-5" Detail I/8" = I` -0 DATE: 30 DEC ZOOZ Corner OF (Check-out Booth Setback I (Check-out Booth Depth (Island Depth) 10'-O" 10'-O�' I TC 48.50 SCALE: 1/8' - 1'-0' un Chick-Out z E TC 8.5' BC 48.001 i Bollard BC '8.0' Handic Rim JOB NO: 9LO4 ( Ijr•— — — •— '--- — — — 'nom W IOX260 2 IOX2 6"o Steel 1 o� F.� •� I I Pipe! Column a PLANTER O I O �d/ c+1 Air@ • ; DRIVEWAY DRAWING NO. I- - X •'' N . s Q, r •b` X O Black `Vinyl C ated v O cv CHECK Ou i .••Line of Rid�c� I i o in �O Chain I.Link F rice U i m F FF EL 48.5' - 6' P. Conte 6'-6' 2, 0., 6,_0„ 3 -0' 8'-0" 6„ OG Slab 1 6"� Seel In In TC 48.50 O Co Pip Column U U BG 48.00 i I W IOX26 IOX26 G —• — — — — — — — — — — — — O r ----------�-- -�----- ._o— O 6"0 x 3'-O" HighOF AS Stee oar x High Steel Bollard ,1 TC 48.50 ' (Typ.) 14'-2" BC 48.00) D A6 I O O -- - -- - - - - - - - - - - - - - - - -- -- -- -- -- - - -- -- - - -- -- -- -- -- - - - - - - - - - - -_ - _ - _ -_ ASPHALT ASPHALT i ALUM. i ROOF ROOF over 3" narlable insulation GUTTER i SHINGLES SHINGLES oard) (TYP.) O i o ❑-i (over 3" narlable insulation Board) ROOF PITCH ROOF PITCH (6 IN 12) (� IN 12) ASPHALT no LL�c i ROOF Y w i SHINGLES i (RIT 0 IO 1/2 OOFPIN 12) (Y i STANDING SEAM 24 GA. RIDGE GALVALUME ROOF PANELS (over 3" narlable insulation Board) Ljj i > STANDING SEAM 24 GA. i SCREEN GALVALUME ROOF PANELS i 0 i RTU-I WALL O o ° i 5' i C�D 1ny� ALUM. (5' High) 1� GUTTER i ROOF PITCH (TYP.) i CURB-MOUNTED 0 IN 12) i moo i ROOF TOP n(� n i HVAC UNIT U ro V i i ROOF PITCH i i (I IN 12) i RIDGE ASPHALT i ROOF i SHINGLES i ROOF PITCH i o(over 3" narlable ms Iatfon (I IN 12) � Board) 0 DRAWING TITLE- CURB-MOUNTED i ROOF TOP STANDING SEAM 24 GA. ROOF PLAN HVAC UNIT GALVALUME ROOF PANELS RTFU-2 i 5' _ - - -- i -i (5' High) SCREEN VgLL w WALL C m ASPHALT -< i JOB: l ROOF LES i STANDING SEAM 24 GA. NEW BUILDING: ROOF PITCH i (10 1/2 IN 12> i GALVALUME ROOF PANEL RIVERHEAD i RIDGE BUILDING SUPPLY i ❑ (over 3" nail ble insulation MAIN ROAD (RTE. 5) GREENPORT. NY Board) TOWN OF SOUTHOLD SUFFOLK COUNTY. N ROOF PITCH ROOF PITC SCTMu 1000-46-1-1 ,_ (6 1 N 12) R I N 12) �, 1000-46-1-2.1 ARCHITECT: DONALD A. DENIS ° i ASPHALT ASPHALT ROOF ROOF ' P.O. BOX 565 i SHINGLES SHINGLES ; MAIN ROAD AQUEBOGUE. NY (over 3" nailable insulation i Board) (i.SI)122-3511 (FAX)122-3859 a1 -- - - - - -- - - - - - - - -- - - - - - - - -- - - - -- - ❑ ALUM. ALUM. GUTTER GUTTER (TYP.) SEA (T Y P.) �Ev wrr ROOF PITCH ROOF PITCH (6 IN 12) (4 IN 12) o O 2 4 8 12 20 ASPHALT ASPHALT ROOF ROOF Roof= FLAN 9 JAN 2003 SHINGLES SHINGLES 21 APRIL 2003 (over 3/4" Plywood) (over 3/4" Plywood) BUILDING I REV.; DATE: 30 DEC 2002 SCALE: 1/8" - 1'-0' JOB NO: 4604 - - - - - - -- -- -- -- - - -- -- 4- k - - - - - -- -- -- -- - -- --V DRAWING NO. i i ROOF PITCH ASPHALT (10 1/2 IN 12) ROOF SHINGLES -- -- - -(macer 314"_E14woo_dl_i OF 'GALVALUME' ASPHALT ROOF SHINGLES METAL ROOF ASPHALT 12 SHINGLES RAKE TRIM GUTTERS 4 LEADERS GUTTERS AND LEADERS METAL SIDING GALVALUME METAL METAL SIDING 'DOVER SAND' JAL— ROOF 'DOVER SAND' (COLOR) (COLOR) FIBER CEMENT SHINGLES no 'TAW STEEL COLUMNS 0 0 0 0 0 0 0 CD 0* 00, M_ Ll P3422 o ", " , p 0 i DOCK GATES ------ --------------------------------- ---------------- ---------- ---------------------------------- BUMPER STRIP RAMP '00 LOADING DOCK CJ nm ro,li� SOUTH ELEVATION BUILDING Ic= (a C C�D I/Sm It-OR @)m oo GALVALUMIF SHINGLES ASPHALT I ' PLUMBING METAL ROOF CIRSO W/ 4n TRIM VENTS FOR RESTROOM5. LUNCH ROOI`17p.\, 12 GUTTERS AND LEADERS FIBER CEMENT SHINGLES 'TAM' GUTTERS AD LEADERS GUTTERS AND LEADERS MCI I ,NAL SIDING VER SAND' P30 (COLOR) 7mn- - I ACAC ------------ --------------- ------ ------------------------------------- ---- ------------- — DRAWING TITLE: ELEVATIONS EAST ELEVATION - BUILDING I 1/800 it-ON ASPHALT CIR30 W1 40 TRIM 'GALVALUME' JOB: SHINGLES METAL ROOF BUILDING I RIVERHEAD 12 BUILDING SUPPLY GUTTERS AND LEADERS MAIN ROAD (RTE. 25) GREENPORT. NY TOWN Of SOUTHOLD ASPHALT 'GALVALUMV COUNTY. NY FIBER CEMENT ASPHALT SUFFOLK SHINGLES 'TAN' METAL ROOF SCTMI9IOOO—4&—I—1 1000-46-1-2.1 GUTTERS AND LEADERS "a GUTTERS A40 LEADERS I GUTTERS ANI LEADER9 ARCHITECT: HIRE d ISER C DONALD A. DENTS SWIG, rcs P.O. BOX MAIN ROAD545 AQUEBOGUE. NY ALUM STORE FRONT,,/ (WHITE) 3432 3431 3432 ... ------ --------------------------------------- (t.31)122-3511 (FAX)122-3859 SEAL.- NOTE- SAME WINDOWS ON OPPOSITIE fla ^*COW WALL OF CHECK-OUT BLDG. WEST ELEVATION BUILDING I II-ON c ASPHALT SHINGLES 0 ASPHALT DRrM STUCCO OVER SHINGLES STYROFOAM AND DENS GLASS SWATHING 9 JAN 2003 12 12 21 APRIL 2003 12 SIGN CTR? SrRED LETTERS. 10 1/2 40 TRIM §WM BACKGROUND) 0 101/2 REV.: 10 1/2 A A ASPHALT DATE: 30, DEC.02 SHINGLES GUTTERS AND LEADERS GUTTERS AND LEADERS SCALE: 1/8" TTERS AND LEADERS GUTTERS AND LEADERS BUIDENG SUPPLY CORP QIVE-THROUGIH JOB NO: 9LO4 COVERED FT EU DRAWING NO. OPEN Ll FIBER CEMENT SHINGLES CHECK-OUT TAW FIBER CEMENT SHINGLES P6050 'TAN' I------------------------- COLUMNSI TRIM MAIN ENTRANCE ALUM STOREFRONT PAINTED WHITE (WHITE) OF AS NORTH ELEVATION BUILDING I II-O" ROOF PURLINS 9 5'-0" O-C. (MIN) STANDING SEAM 24GA. GALVALUME RIDGE CAP ROOF PANELS. 6" BLANKET TYPE BATT INSULATION W/ PSK-10 (WHITE) VINYL VAPOR BARRIER. (R- O) luti p GUTTER Q DOWNSPOUT � a 4" BLANKET TYPE BATT 4" BLANKET TYPE BATT INSULATION W/ PSK-10 INSULATION W/ PSK-10 (WHITE) VINYL BARRIER (RFC) �j VAPOR p (WHITE) VINYL VAPOR - Q BARRIER (R A RW-9 WALL PANELS, 2l GA. r �r STEEL JOISTS (COLOR- DOVER SAND) 0 O / " PI 0 O _ 3 wood 4 y 9 If 2—HOUR FIRE RATED mclo I4" O.C., 1/2" GIRTS GYP. BD., BOTH SIDES, C F.G. BATTS Q u 5/8" GWB DESIGN 0412 ,.,FFICE ORRIDOR _ INVENTORY C METAL STUD WALL W/ 6" BATT INSULATION C THICK COMCRETE FLOOR SLAB ON GRADE Q GRADE 2" RIGID INSULATION I 2" RIGID INSULATION HAUNCH CONC SLAB CONT. AROUND CONT. AROUND UNDER BEARING PARTITIONS PERIMETER MIN. RIO PERIMETER MIN. RIO 4' VERTICAL ;-- 0 L--I 4' VERTICAL MIN. SECTION 1 ----J I/'4" = 1'-0" ,45 DRAWING TITLE: ROOF PURLINS a 5—O" O).C. (MIN) SECTIONS STANDING SEAM 240A. CiALVALUME ROOF PANELS. STEEL ROOF FANELS 6" BLANKET TYPE BATT INSULATION W/ PSK-10 (WHITE) VINYL_ VAPOR 12 12 BARRIER. 6 (o RAKE TRIM ROOF JOB: ASPHALT ROOF SHINGLES 159 FELT, 3/4" PLYWOOD PURLINS NEW BUILDING: METAL ROOF DECK UP TO UNDERSIDE RIGID FRAME METAL WALL PANELS RIVERHEAD METAL DECK OF METAL ROOF BUILDING SUPPLY ROOF PURLINS a 5'-0" O.C. MAIN ROAD (RTE. 5) GREENPORT. NY TOWN OF SOUTHOLD SUFFOLK COUNTY. NY GIRT SCTM# 1000-41,-I-i R-,�O BattInsuation l 2 HR FIRE RATED WALL 1000-41,-1-2.1 RIGID FRAME 2X6 METAL STUDS W/ BRACING ARCHITECT: -e5-2 LAYERS OF 1/2" GWB BOTH FACES DONALD A. DENIS PC A.I.A. R-19 BATT INSULATION P.O. BOX 51.5 o MAIN ROAD AQUEBOGUE. NY RIGID FRAME METAL FURP.RING AND GWB DROP' (631)"122-3511 EXTERIOR WALL (FAX)122-3859 FIBER-CEMENT SHINGLE PANELS (T EXPOSURE) _ 5/8" DENS GLASS GOLD GIRT ABOVE DOOR SEAL FIRE RATED GYPSUM E INVENTORY HEADER O RETAIL SPAC � SHEATHING ��`�;,JO AtAiy OS�r STEEL COLUMN !v 2x6, 16 GA. METAL STUDS, r 0 u, (W/ DIAGONAL BRACING) STEEL RIGID FRAME C F.G. BATTS (R19) ` 5/8" GYPSUM BOARD 6" THICK CONCRETE FLOOR �� 7 I, 4, SLAB ON GRADE 6" THICK COMCRETE FLOOR qTE F N� SLAB ON GRADE I' I 9 JAN 2003 I 2" RIGID INSULATION 21 APRIL 2003 CONT. AROUND F--�2" RIGID INSULATION PERIMETER MIN. RIO CONT. AROUND PERIMETER MIN. RIO EV.: I ' DATE: DEC 30. '02 ----------- SCALE: 1/4" - 1'-0" SECTION B JOB NO: 9c04 1/4" = if—On ,45 DRAWING NO. 0 OF 8 12 ROOFS TO ALIGN STEEL ROOF PANELS ASPHALT ROOF SHINGLES 6 RIDGE CAP OVER 3" NAILABLE INSUL. BD. METAL ROOF 12 EDGING STEEL ROOF DECK BLOCK OUT 6 RAKE TRIM n FASCIA 8" ISULATE GABLE STEEL JOISTS TO UNDERSIDE OF BLANKET INSULATION BY WALL ROOF DECK METAL BLDG MfFG. PURLINS METAL ROOF DECKING STEEL FRAMES R-19 METAL WALL PANELS STEEL JOIST TIES METAL DECK � W-9 26 Gk 3 ] ] ] ROOF PURLINS ° 5'-0" O.C. PILASTER 4" BLANKET TYPE BATT SEE BLOWUP INSULATION W/ PSK-lo Q BLOCK FOR LETTERS AS REQUIRED (WHITE) VAPOR BARRIER (R13) 5/8" DENS GLASS G SIGNAGE � OLD I" STROFOAM AND DRYVIT STUCCO PURLINS HE 2-12 SW18 BOX BEAM GIRT ASPHALT ROOF �G SHINGLES 2X6 METAL STUDS RIGID FRAME 6"X 4" ALUM FLASHING GAGE TRACK TOP 4 BOT. GUTTER _ ) METAL FRAMING ?`: O METAL FLASHING (WHITEIHR FIRE RATED WALL :-. GALVALUME STEEL ROOF CLIP A GLE DECK C I I 12 O R-19 INSULATION 5/ 6HARDIE A STEEL JOISTS a ON BLOCKING CLIP ANGLESi 5/8" G B l I 2X6 METAL STUD WALL TOP OF STEEL � 1 3/4" X 4 1/2'i i iI I 5/8" GWB BOTH SIDES ALUM STOREF N 8'-0" AFF TRANSOM i it I HEADER ALUMINUM SOFFIT O ii i I 1 DOOR MECHANISM RETAIL SPACE PANELS i i it GIRT OVE DOO i I I HEADER i �r iI I PILASTER BEY N COLUMNS i i Q i i i l I 4" SQ. STEEL i i j1 I STEEL COLUMN i E— AUTC ALUM SUIOING DOORS 11 1 1 I I 6" THICK CONCRETE FLOOR I 1/2" PIPE RAILING i VI OFFICE SPACE CO RIDOR EST SLAB ON GRADE 6" HICK CCR TE FLOOR i ii i t I SLAB ON G ADE 4' X 2" INS LATION BID I�10 SIDEWALK i 2" RIGID INSULATION BREAK FLOOR SLAB X 4' UNDER DOOR SADDLE SECTIONEE ! ROOF DECK: L TYPE B-22 GAGE-G60 GALV FINISPROVIDE WO WASHER HEADY SCREWS --- CONCRETE STEPS 12' OC ALONG EACH TRUSS OC I 0.1 O A 1 DRAWING TITLE: A5phalt_ELaf Shingles SNOW LOAD -45 PSF I l l tt Felt l 3/4" Plywd Screwed t DEAD LOAD- l I I I TOP CORD - 10 PSF Steel Deck jus t t of Trusses tol Align top BOTTOM CORD 15- 5 PSF I "NAILBOARD" EL DECKING (SPANNING RAFTERS), 3/4" PLYWD, faces this C�nopy w/ Main Roof% 3" THICK 15 FELT, ASPHALT ROOF SHINGLES Plywood urWIND - 120 MPH, 3 SECOND I I l STEEL DECKING (SPANNING RAFTERS), 3/4" PLYWD, (Match t. Main Bldg.) Steel 55e5GUST i l l 12 15u FE T, ASPHALT ROOF SHINGLE __________ 2 oc \ I 12 12 I STEE DECK 10 1/2l A55PHALT rOOF SHINGLES OVER 15U FELT, PURLINS Topof el 3x3 12 ga. Uti Ly 6 6 3/'4" PLYWOOD Angle-C Lon I OWER STEL DECK SPANNING ACROSS w/ 6- 1/4-14 Screw5 STFEEL J01 TS. HOR BRA ING B TAUS MFG. JOB: into Tr ss + - l W12 x 106 � I NEW BUILDING: i 0.111 � P er Fastener5 I RIVERHEAD i o Steel STE L J01 S OPOF WALL ADJUST RAFTERS TO MAINTAIN BUILDING SUPPLY i l R F TR SSES ASCIA LINE AROUND BLDG. � l PREFA RICATEQ MAIN ROAD (RTE. 25) i I WX16 BRAC SET IN END WA S I GREENPORT. NY TEEL J015 ROOF TRU5 S 24" OC CHECK-0U AT 45 DEGREE/ TOWN OF SOUTHOLD SUFFOLK COUNTY. NY STEEL COLUMN WIOX26 WIOX26 SCTMu 1000-416-11-11 000 4L I-Z.1 W IOX 26 BRACES W IOX 26 BRACES CONT. ALUM GUTTER 6 SW'I 6�O�C. 6 S 18 STUDS a 16 OC W/ 2 ROWS W1:2X106 OF RACING ARCHITECT: ALUM SOFFIT PANELS 12" WIDE I S X6" STEEL WITH 25�o HALF VENT PANELS STUD WALL ALUMINUM SOFFIT ,(�;�0 INSULATlO�f�. DONALD A. DENT$ l (PREFINI5HED) l PANELS i , P.O. BOX 565 I 5/8" DENS GLASS GOLD R 19 INSULATION FIRE RATED SHEATHING FIBER CEMNET SHINGLE CEILING HT I1'-0" AFF", 2-65W IS W/ 6T18MAIN ROAD l 5/8" GWB TRACK 70P AND BOTTOM 15tt FELT AND FIBER-CEMENT AQUEBOGUE, NY O 5/8" DENS GLASS GOLD - S/e" GWB O SHINGLE PANELS 8' HIGH METAL GATES - BOX HEADER TYP l _a i, _ (631)'I22-3511 IPOST, END R-19 BATT INSULATION WALLS R-19 BATT INSULATION O SHEATHING = _ ___ (FAX)122-38 59HEDERTYP _ -_ ii i CHECK-OUT DRIVE U l TOP OF CURB R TAIL / l \ DOOR IN SOUTH WALL SEAL• FIN FL BLDG 50.00' ASS � / �� �� `y� G �► Alyr �EC l TOP OF CURB AND GATE \ \ / PAVED ROAD SURFACE LINE OF SIDEWALK PAVED ROAD SURFACE l \ .\ �; FIN 1PJr BLDG 48.50' • ----. \ 4" CONC SLAB � l I TC 48.50 2" INSUL PAVED ROAD SURFACE ------- - --------------- 4 TC 48.50 O q BD 6X6 10/10 WWF MESH CONC CURB q�F 01- CONC CURB 2" INSULATION T77� F R-10.2 9 JAN 2003 ZI APRIL 2003 SECTION cc SECTION 00 v40r-o• AL ' I DATE: DEC 30. "02 CANOPY AND CHECK—OUT SCALE: I/4" I'-O' W12X106 WIOX26 WIOX26 WIOX26 DET 4 JOB NO: 9L04 I/2 X3 I/2 WEB STIFFNER W12X106 W12XIOW12X106 W12X106 le 450-0, DET 3 DRAWING NO. W8X2I � DET 3 � WIOX26 BRACES 1 I I I W8X21 W8X21 ST. COL ST. COL I I I W6X16 3/8" WEB STIFFNER 6" SCH 40 MAIN LOG. 3/4" XII/2" X18" 2-3/4" A325 EACH SIDE MAIN DG. DET 5 DET SPIPE COL. L% O TOP PLATE BOLTS E--- 6" SCH 40 W6X16 DIAGONAL ACE W6X16 IAGONAL BRACE I/2"X5"X12' PIPE COL. ST. SET INTO EXTERI WALLS SET INT EXTERIOR WALLS W6X16 DIAGONAL BRACE ST. COL RUSTPOOF COATING STL. PL. SET INTO EXTERIOR WALLS ALL EXPOSED STEEL 2-3/4" A325 DET I OF BOLTS DET 3 DET 5 LINE C LINE 0 = 0 .1 LINE A .I LINE B .I 22 -12 SW 18 BOX BEAM RIDGE W/ UTILITY CLIPS TO EACH ROOF RAFTER RR TO REST ON MAIN ROOF 8T 18 TRACK SET ON METAL DECKING RR TO REST ON MAIN ROOF W/ UTILITY CLIP TO EACH RR 8T 18 TRACK SET ON METAL DECKING SSWI$ RR �'I6 OC W/ UTILITY CLIP TO EACH RR n 12 12 �J a 12 10 I/2 10 1/2 LLJ� 10 1/2 8SW18 RR6 8140C CENTERLINE OF PILASTER CENTERLINE OF PILASTER FRAMING DIM. STEEL TIE BEAMS ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES I 2'_0„ OVER 3" NAILABLE INSULATION Bi MET RO F DECKING:, ADJUST SUPPORT HT. AND RAFTERS " NAILABLE INSULATION BO. TO MAINTAIN FASCIA HT AROUND QY IS;; FELT, 3 4 1/2" WIDE CORNERBOARDS BUILDING STEEL DECK STEEL JOISTS STEEL CLIP ANGLE I STEEL ANGLE ATTACHMENT IOSW IS TIES � 32' OC 'a BUILT-UP HEADER IOSW IS TIES a 32' OC BUILT UP STEEL HEADER c 2-4SW18 POSTA W/ 4T18 TRACKS O CENTERLINE OF HEADER ALUM GUTTER Q p 6"X4" (WHITE) ALUM GUTTER - 6"X4" (WHITE) � �J c1/ PROVIDE 1/2" X12" A.B. EACH O CORNER W/ FENDER WASHERS O R-19 BATT INSUL. 5/8" GWB CEILING --TP) . R-19 BATT INSUL (� moo 5/8,, GWB CEILING I II ALUM. STOREFRONT CENTERLINE INSUL SAFETY GLASS OF BOX BEAM IN VESTIBULE ALUMINUM STOREFRONT Q ELEVATIONS <� HEADER-2- IOSW18 W/ 18 I 1 3/4" X 4 1/2" SECTIONS WINDOW SEE PLANS 8 ELEV GA. TRACK TOP AND BOTTOM (WHITE) 3 5/8" METAL STUDS 6" METAL STUDS 5/8" DENS GLASS GOLD 5/8" DENS GLASS GOLD FIRE RATED SHEATHING I I u PILASTER BEYOND FIRE RATED SHEATHING 5/16" FIBER CEMENT PANELS VEST SAC FIBER CEMENT PANELS @DESIGN CENTER R-II BATT INSULATIONS FOR WALL R-19 BATT INSUL. PARALLEL TO VESTIBULE 4" CONIC SLAB UNDER OVERHANG n n n 1 U RIGID fNSULATIdON 2" RIGID INSULATION X l X 2' ---- CORNER 1------ O I PILASTER DETAIL SECTION HH 3/4• - r—o• SECTION I� 1/4•-r-00 DRAWING TITLE: 1/4•-r-o• A6 I JOB: I NEW BUILDING: RIVERHEAD BUILDING SUPPLY MAIN ROAD (RTE. 25) GREENPORT. NY STEEL ROOF PANELS 12 1/8" GALVANIZED STEEL FUR?RING I TOWN OF SOU SUFFOLK COUNTYNTY.. N NY GALVALUME METAL ROOF I I METAL DRIP STRIP, CONT. SCTMu 1000-44-1-1 1000-4L-1-2.1 OVER GALV. FURRING CHANNELS 1 I METAL EDGING -�� ALUM GUTTER GALVALUME STEEL RAFTERS ARCHITECT: DONALD A. DENIS 5/4 WOOD FASCIA METAL SIDING � STEEL GIRDER AT RIDGE I PC A.I.A. (DOVER SAND) P.O. BOX 545 WELD CLIP ANGLES MAIN ROAD 2X6 GALV METAL E- STEEL GIRDER AT EAVES I STEEL JOISTS FRAMING -- BOTH SIDES OF WALL AQUEBOGUE. NY RW-9 WALL PANELS 26 GA. (COLOR-DOVER SAND) (43l) 122-3511 6" DIAM STEEL COLUMN STUD I (FAX)122-3815'9—(FAX)122-3815'94" STEEL S BRACING, TUIN I 2X6 Ib GA. METAL STUDS I W/ DIAGONAL BRACING SEAL- 2X6 CATS AT 1/3 POINTS Q�� r 4.4 0 ar+ OF COLUMN 8" CONCRETE SLAB LOADING DOCK I � ' LOADING DOCK F1. FL. ELEV 49.95' - APROX FIN GRADE 9 JAN 2003 BUMPER ---�� CLEAN COMPACTED FILL 21 APRIL 2003 PAVINGCONIC PIER AT COLUMNS CONCRETE FDN WALL AN FOOTINGS REV.: 1 DATE: DEC 30. •02 SCALE: 1/4• - I'-O• CONC FOOTING E TION THROU H ROOF OF LOADINGQ_0CK FF JOB NO: 9404 SECTION 1/4•4-08 DRAWING NO. 1/404-08 AL OF 8 F I N H SCHEDuL E Door scHEDuLE LOCATION SIZE (NOM) FRAME SADDLE LOUVER ROOM CEILING HGT. REMARKS NO. ALL DOOR5 1 3/4" TYPE MAT. FINISH TYPE HW SET UNDERCUT REMARKS FLOOR BASE WALLS FROM TO THICK U.O.N. ELEV.T. FR.DET. MAT. FINIISH I VESTIBULE EXTERIOR (2) 3'x1' I ALUM PREFIN A I ALUM PREFIN ALUM w J J Gw 2 RETAIL VESTIBULE (2) 3'x1' I ALUM PREFIN A 4 ALUM PREFIN ALUM ~ w z 3'x1' 4 HM PAINT B 2 HM PAIINT ALUM Closer F- w z z co 3 DESIGN CENTER EXTERIOR Q o Lu (L (L '' 4 CORRIDOR I DESIGN CENTER 3'x1' 3 HM STAIN B 3 HM PAIINT Closer 1 1/2 HOUR FIRE RATING p C) D L) n 5 CORRIDOR I LUNCH 3'x1' 3 WOOD STAIN B 3 HM PAIINT U `n W m J O m 6 CORRIDOR I WOMEN 3'x1 4 WOOD STAIN B 3 HM PAIINT Closer -1 �j (L W 4 3 W Z W >- z w 0_ I- W >_ n- z 1 CORRIDOR I MEN 3'x1' 4 WOOD STAIN B 3 HM PAIINT Closer z p q z O J_ r w � -A >_ O > U U LU > z H O Q- O Z 3'x1' 3 WOOD STAIN B 3 HM PAIINT Closer 0 8 CORRIDOR I INVENTORY Q VESTIBULE ® ® 1 1 O 1 1 ® 9 INVENTORY ELECTRICAL CL. 3'x1' 5 HM PAINT B 3 HM PAIINT Closer COUNTER ® ® ® VARIES 10 INVENTORY EXTERIOR 3'x1' 4 HM PAINT B 2 HM PAIINT ALUM Closer 0 ® ® RETAIL SPACE VARIES II CORRIDOR 2 EXTERIOR 3'x1' 2 HM PAINT B 2 HM PAIINT ALUM Closer a ® ® DESIGN CENTER ® ® ® O VARIES 12 CORRIDOR 2 OFFICE 2 3'x1' 4 WOOD STAIN B 3 HM PAIINT CORRIDOR 1 ® ® ® ® 81-01, 13 CORRIDOR 2 OFFICE I 3'x1' 4 WOOD STAIN B 3 HM PAIINT p LUNCH ROOM ® ® O 8'-0" I INVENTORY OFFICE SPACE 3'x1' 4 HM STAIN B 3 HM PAIINT Closer I I/2 HOUR FERE RATING 8'-0" TILE TO 4'-0" HEIGHT* MEN ® ® ® ® 15 INVENTORY RETAIL (2) 3'x1' 3 HM STAIN C 3 HM PAIINT .Closer I I/2 HOUR FERE RATING WOMEN ® ® ® ® 8'-O" TILE TO 4'-O" HEIGIHT ® ® ® ® I6 COUNTER EXTERIOR 3'x1' 2 HM PAINT B 2 HM PAIINT ALUM Closer INVENTORY ® ® VARIES PAINT PLYWOOD- 8' HIGH O 11 CHECK-OUT EXTERIOR 3'x1' 2 HM PAINT B 2 HM PAIINT ALUM Closer � Q ELECTRICAL ® ® ® ® 8 -O" 11 RETAIL RPZ 3'x1' 4 HM PAINT B 3 HM PAIINT CORRIDOR 2 ® ® ® VARIES 11 CORRIDOR JANITOR - 4 HM PAINT B 3 HM PAIINT �0 OFFICE I ® ® ® O 3x1' OFFICE 2 O VARIES OFFICE SPACE JANITORIL ® O CHECK-OUT ® ® O VARIES 3'-O" VARIES 3'-0" U it 6" 6" 2'-0" L.. ALUM. FLUE H DOC R FRAME - (WOOD, FLUE H SAFET ALU ..HM) DO R GLASS `1 3' AX O �- O OI LOUVER `r O SAFETY GLASS, �a VISION r GRAB 3AR5 INSUL TIEPANEL D) (WIRE ® O GLASS WHERE ° I 2 3 REQUIIRED ING 4 5 •.•.•.•..•.•..•., n DRAWING TITLE: "' DOOR TYPES • O SCHEDULES .................. 3'-0„ `,-O„ DETAILS PLAN PLAN 18"X3G' MIRROR p MIRROR GRA O m 3'-0" MAX. GRAB O JOB: BAR I I BAR LAVATORY -- r r BUILDING 1: Q RIVERHEAD 4 •••• Z `" BUILDING SUPPLY KNEE MAIN ROAD (RTE. 25) CLEARAN E = n it GREENPORT. NY LAVATORY ELEVATION 'I" WATER CLOSET ELEVATION A B C SUFFOLK TOWN O>= 9ONY UTHOLD MIN. x. SCTM* 1000-4L-I-I 1-5" FRAME ELEVATIONS 1000-4L-1-2.1 MIN. ARCHITECT: HANDICAPPED TOILET FACILITIES DONALD A. DENIS SHIM P.O. BOX 5L5 METAL (TYP.) GYP. BD. STUD I MAIN ROAD SKIRT WALL 5/8" GYP. BD./ AQUEBOGUE. NY PANEL METAL STUDS DOO TYP ((L31)122-3511�Z2-3511 CAULK -- DOOR t _. 2" 5/8" 13/4 " J DOOR FRAME � INSUL.� I METAL BUILDING - (FAX)122-3859 UF. wocGYPSUM METAL SEA ALUM. BUILDING IASHEATHING =' �' �' At3�H, LHM ALUM. TUBE PANEL a= - P� pLAnrlC' TUBE GYP. BD. (INSULATED) FIBER-CEMENT FRAME TRIM FRn, 0 (SLIDING DOOR/ALUM FRAME/SIDELIGHTS) (SINGLE DOOR/HM FRAME/ME'TAL PANEL) (GYPSUM BO. WALL-TYP) n 1 Z 3 r �� 0 FRAME DETAILSF sr '` � 9 JAN 2003 REV.: DATE: 30 DEC 200 SCALE: A5 NOTED JOB NO: 9LO4 DRAWING NO. OF A8 II --- ---- -- SEL SP-2 FOR SPRK COVERAGE THESE ROOMS (, 7 A F L 2' NTTFREEZE ❑CJF- ' hlW - �- I'hIW .1-IOh l ]I hl h- - - _)I lzeh .�31.1/W 114W 10 i S 9 ; --171 ]LW aR P U 3Lw U J i II 11 t �� TIN �_— LA ry I -- 1-4 )oval )-11h ")- U�n ^- -- I 6 ; I = - ��,. sr � rmw rnlw Im1W rmn Ivmry _ I �tB- "7 'IN - -C� ] IIh Ei Dal - -II 'mlW fT [VIA _[',)Iry ° )J. CL:GI, - ImI / rozl _ r [ f - - EJ - ) D'h ] I IIh 1 1D�h 1 r- -- - I I - a r i 1'h LW INLIN Phln 1'hlW 1'h IIN H -t-( 3 — C) -- f3— v 1-4 7-101/1 z111h - -I O'h 3-10VI )-1llh ]-1W/1 J INLW 14y1M 1'hLW INLW IIA 1-4 mN_..{}-)] - (4 - - - - - I ii WL I'hLW � INLW I'hLW PALW H`' . CI ]-ION )-IPh -Ip�h J- 0'h ]-I IVT-- 1'� 7-10'h3-A 4i n N 1 I'OLLw IV1LW �I"IA m i I'hLW INLW """"--- s m -] 7-10'h )-IPh `5-10N �3-10'h ]-II 'h --]-10'h�3-1'h _r i' T _S 5 T _ A ii A o Ie INLW INLW Ih.LIN - INLW PCIW f o ]-IOV1 � ]-II�J 1pVf 3- ah ]-Illy �- ]-104�d-4h _o R" / i i h kIN hLw)I IPh IJ IO4i - -]I hLYn NLW I h1w ^ n ^ o s t� IN�F'tLu1Rs y sr cnr,N ^ it m I? 1) �I �N1y 11/20 1I /� 1 - & —'J 1 ^ S Nil ; �L 3 i { ; ; h, -_ -- - 7-10'/z 7-111/: 3- 10 ef-� hLNV - - 7 /al IL -- 'J /aI W 1sw t rvN c - - — ti t 3 A DOWN 3-10 '-II z 7 10'h 9' 5. J1w E JLry _ _ 3L e° e ( N� 2' �N 12FREI 7E LEI IP 1- �— - --- - -- J _ e _ _ W IW JLW !L c , Q- L 6" INTO RI.hc _ 1' DROP TO ROOMS BFLDW / nTl� A q; �Ia � ��1� U...lv., _4_ - �- XtiJS( d _ I i CONTRACTOR: HARTCORN P & H. INC. _ e AUG z 9 20pp FIRE PROTECTION DIVISION \��\ [ ADDRESS: RONKONKOMA, NY i_ REVISION �A L. J Com— ( cavEZED DrzlvEwAr \ c ) b gqpp 'C1 DATE pESCRIPiION pY � G t� „Y a' �9 I� ......_...1 — — CHEamuT _ SPRINK -- --- -- HYDRAULIC DESIGN DATA srMMOI sPRwRLER o[scRlRnoN oRIEreE ND - --- - -_- CALCULATION k I CALCULATION H 2 CALCULATION 3 / - - -laznrd acesoRDINARY ORDINARY oROINAR/ -_ - �- -- -- _. �, L ___. LER SCHEDULE LEGEND K ,EMP FINISH oTY R I V E R H E A D BUILDING SUPPLY I1 r Hozord Class. Q RELIABLE UPRIGEIT MODEL G �� Z System Type WET G WET G T L 07 RELIABLE PENDENT MODEL G 5 6 165' CH 7 GREENPDRT, NY _ _ DESIGNER JET Densil .2 GPMm ,2 GPM7-0 ( C 1) _— I \� SPRK PAN SCALE Calculafetl Area 1500 m 1 00 m 1500 m_ --_-_ Area er S rinkler - _ _"_ --- - _-- - _._ _ _ _ --.____P— to m IDD m 1DD m _ — -_ eman sI CPM® Psi GPM® Psi ---- - - - CHECK BE NH _ --- — --- -- HARTCORN PLM & HTC , INC . ILE NUMBER 1220 FLOW TEST INFO. Flrepump GPM® Psi Dale; _ Time Test By L.ocoGon: --- -- _ _ Orlce ire No of Outlet FP tot Press PvI Siabc f Re Iduol PSI Flow GPM U/G Pi e _._- - - T'+ ] `I APPROVAL SOUTHOLD FM - - - -- - - - --_ - -P - - -- - . 1' _—- _ _.. Tc 52 61 w� — -- I E PROTECTION DIVISION - - ---- 2 --� "6 _�� Fr 6 11EAp CAI31 G WRLNCH(CS) PROVIDED TOTAL COUNT THIS SHEET 178 SP 1 1 I �—)— IL DATE 1 - 3 -03 " 3 sAFF1r PSI n - -- --.._ 850 SOUTH 2ND STREET, RONKONKOMA, NY PHONE 631 500-2300_ FAX 631-580-1090 - DRAWING NO - I F 7 �—- -- uu 01P TILL sn-I mn s'u WAIEP SUPPLY PPEf EA OHOY HLMIL f— awwcx uxE -- 1 / • -I� Ii=u I I' OY-I'4}5 _ I? IF I"T VANE ! / 1 1(,I Yp IN I-111 ACLEAIBIL W 1104 - - - - - - - Vi RELIEF VALVE L DEEP 45- EL. W/ CORROSION HES WILEI IS. 10 FAIIALLH (y _ J Y 'ESI VAIVL ' LI I / UNHEATED AREA I T,11 I� LICA v>LYE L2 H0¢ IN MAPPER oRAIN vAIn .�,. HEATED ARIA WET PIPE SYSTEM TEST CONNECTION HIRc1 ANTIFREEZE LOOP HI ci I } W FIT I I — I U '• `� 11 IND R(iR(I IIID HILIINEH rA1ILII y AAH lE M(IIOR 6nIJL / WrDFAN1 A 'NAI IOLAI SIANIIARD IIIFLAUS 4' REI 1ABLE MUEEI C, I'FERMI1 "RIGHT UHF(,1<" B" CHCE �• W.119 I - — - 0 4 SIAEAF`d (,LINE! ✓ LAII01FAI ',IANDAR:) [III,'[ AT,' 2 6" TURN MODEI 375 GYG °SI-IImm a RPL DEVICE WITH OS&Y VALVES -'f?��;7 7 i W PA 1.'I -1002 SFRINRLER 11UH L aU WMAIIL AEI SPRAY SPRINKLER SYSTEM TO BE INSIAI_LED IHRUOUI SYSIEM It: COLIFORM 10 ALL RULES & REGULATIONS OF THF INSURANCE s P SE RVICFS Of FICC, COMMERCIAL RISK SERVICES, INC. PER NFPA- 13 UNDERGROUND PIPING INCLUDING WHERE IT ENTERS THE BUILDING WILL HI: SLIPPOHILD AS SPECIFIED BY NFPA-24 PERIAINING 10 RODDING, CIAMPfK AND PIRUST BLOCKING OF THE PIPE TYPICAL BLDG SECTION 4, INILRIOR FIANGERC AND SUPPORTS WILL BE PER SECTION 9 1 5 WFI IN"PICIORS IFST CONNECTION PFR EFDDON 8. 16 42 1 7 DRAIN CONNECLUN PPR SECTION 8. 15.2. 4 1,I y ;PRIrIKIFR SPACING, LOATION AND POSITION PER 9000N 8. 1 1 9 PIPE FYPE AND SCHEDULE PER SECTION 6 3 10 ALL SPRINKLER ORIFICES ARE I/2" UNITES UTIIERWISC NOTED II BLD(; HEALED N 0 th'✓ 12 MAINS SCIi 10, BRANCHES SCH 10 BLACF --- -- --- - -- - - - - _ CONTRACTOR: HARTCORN P I& H INC. SPRINKLER_ SCHEDULE LEGEND _ 13 ALL EQUIPMENT APPROVED / LISTED FOP. FIRE PROTECTION SERVICE FIRE PROTECTION DIVISION � � � uVo� _ PRINN'ER DESCRIPTION �aelrlce vTLEP FINISH 01 R I V ERI--IE 14 ALL REQUIRED SIGNS ADDRESS: RONKONKOMA, NY - O HEI I,1BI E PENDENT MODEL G 4's 5 6 1 b- CH_ 56 A D BUILDING S U P P L I N 0 RT A I5 FITTINGS PER SECTION 3-5 _ REIVISION ---- - - - --. _ - .._- _ _ MAIN ROAD, GREENPORT, NY 16 HIM I IN, I A/ARD ORDINARY Z - IE9¢ IPT.1 B __ _ _ DESIGNER SCALE CHECK BFHFIRTCORN FLM & IITG INC .f TILE PIUM�ER - - _ FIRE PROTECTION DIVISION IAPPPOVAL TSOUTHOLD FM F nLHI! 11H i TYR NCIE 1 (ESE FRo'JI[1LL IMAL COUNT THIS tI ILLI = - - -- ( Se_ _ FARTE� D STREET, PHONE 631-580-2300 10o 5- 1 -03 WIISI(; I'J0. SP-Q Har � �rn Plumbing & Heafin FIRE SPRINKLER DIVISION 850 SOUTH SECOND ST. RONKONKOMA, N.Y. .11779 PHONE (631) 580-2300 * FAX (431; 580-1090 i EST. 1963 HYpRotll 1 _ p StrN tNFORIhAT1ON SHEET Nam ate Locat n Building Z- System Contractor Contract No Calculated 13v Y+1 T Drawing No. Construction: 0 Combustible Q Non-Combustible Ceiling Height Ft. Occupancy IS stem Design: NFPA 13 0 LT HAZ ORD. HAZ. GP 0 1 g2 03 0 EX. HAZ. 0 NFPA 231 0 NFPA 231: Figure Curve 0 Other(Specify) 0 Specific RWina Made by Date Area Of Sprinkler Operation f 5vy S'Ysti- Density o ''r A Wet 0 Dry 0 Deluge 0 Pre-Action Area Per Sprinkler Sprinkl r or Nozzle Hose Allowance GPM: Inside el Hose Allowance GPM: Outside Size- "� K Facto Rack Sprinkler Allowance f Temperature Rating poa Calculation Summary r GPM Required 142 `7� PSI Required . 3 Z-- At base of Riser - ---- "C" Factor Used: Overhead t i-O Underground ¢� Water Supply FIn pIKLlest E!=A-Data Tank orfiesencoir Date & Time _ Rated Capacity Capacity Static PSI At PSI Elevation Residual PSI v Elevation GPM Flowing Ic it WAD Elevation Proof Flow GPM Location Source of Information Commodity Storage '- Commodity Class Location Storage Height Area Aisle Width Storage Method: Solid Piled % Palletized % Rack % 0 Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated 0 Double Row 0 Slave Pallet 0 Solid Shelving 0 Non Encapsulated 0 Multiple Row 0 Open Fhyw Spar•ingZ in Inrh•n Clearance Frem Tan of Sinra9e To Ceilinng Longitudinal Transverse I Ft. in. Horizontal Barriers Provided SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/20/2003 C:\HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 53 66.0 52 . 0 1611 . 0 64 . 0 556.6 46 .0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 556 .6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 306 .6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 17.0 - - - 17.8 - - - 2 17 .0 K= 5.60 13 .0 20 .2 3 17 .0 K= 5.60 12 .6 19 . 9 4 17 . 0 K= 5. 60 12 .5 19 .8 5 17.0 K= 5.60 12 .5 19. 8 6 17. 0 K= 5.60 12 .6 19. 9 7 17.0 K= 5. 60 13 . 0 20 .2 8 17.0 - - - - 17 . 8 - - - 9 17 .0 - - - - 17 . 8 - - - 10 17.0 K= 5. 60 13 . 0 20 .2 11 17.0 K= 5.60 12 .6 19. 9 12 17.0 K= 5. 60 12 .5 19.8 13 17.0 K= 5 .60 12 .5 19.8 14 17.0 K= 5.60 12 .6 19. 9 15 17.0 K= 5 .60 13 .0 20 .2 16 17.0 - - - - 17 .9 - - - 17 17.0 - - - - 18.0 - - - 18 17.0 K= 5 .60 15 .9 22 .3 19 17. 0 K= 5 .60 15 .9 22 .3 20 17.0 K= 5 .60 15.9 22 .3 21 17 .0 - - - - 18. 0 - - - 22 17.0 - - - - 18 .3 - - - 23 17. 0 - - - - 18 .3 - - - 24 17 .0 - - - - 18 .5 - - - 25 17 . 0 - - - - 18 .6 - - - 26 17 .0 - - - - 18 . 8 - - - 27 17. 0 - - - - 18 . 8 - - - 28 17. 0 - - - - 19 .1 - - - 29 17. 0 - - - - 19. 1 - - - 30 17. 0 - - - - 19.5 - - - 31 17 . 0 - - - - 21 . 7 - - - 32 17 .0 - - - - 19.7 - - - 33 17.0 - - - - 21 .7 - - - 34 17 .0 - - - - 19. 8 - - - 35 17 .0 - - - - 21 .7 - - - t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/20/2003 C:\HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 36 17 . 0 - - - - 19. 8 - - - 37 17 .0 - - - - 21 . 8 - - - 38 17 .0 - - - - 19. 9 - - - 39 17 . 0 - - - - 22 .0 - - - 40 17 . 0 - - - - 19 .9 - - - 41 17 . 0 - - - - 22 .2 - - - 42 17 . 0 - - - - 19. 9 - - - 43 17 .0 - - - - 22 .5 - - - 44 17.0 - - - - 19. 8 - - - 45 17 .0 - - - - 22 . 9 - - - 46 17 .0 - - - - 19.7 - - - 47 17 .0 - - - - 23 .4 - - - 48 17 .0 - - - - 19.6 - - - 49 17 .0 - - - - 24 .1 - - - 50 17.0 - - - - 24 .5 - - - 51 2 . 0 - - - - 32 .5 - - - 52 2 . 0 - - - - 42 .5 - - - 53 -5.0 SOURCE 46 . 0 306 .6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/20/2003 C: \HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 59.7 1.682 PL 33 .30 PF 4 . 8 1 17 .0 0.0 17. 8 0 . 0 8 .6 120 FTG ET PE 0 .0 2 17 . 0 5 .6 13 . 0 20 .2 0 . 099 TL 48.30 PV Pipe: 2 39.5 1.682 PL 8.25 PF 0 .4 2 17. 0 5.6 13 . 0 20 .2 5 .7 120 FTG ---- PE 0 .0 3 17.0 5 .6 12 .6 19. 9 0.046 TL 8.25 PV Pipe: 3 19.6 1.682 PL 8.25 PF 0 .1 3 17. 0 5 .6 12 .6 19.9 2 .8 120 FTG ---- PE 0 . 0 4 17.0 5 .6 12 .5 19.8 0 .013 TL 8.25 PV Pipe: 4 -0 .2 1.682 PL 8.25 PF 0 .0 4 17.0 5 .6 12 .5 19.8 0 .0 120 FTG 2E PE 0.0 5 17.0 5 .6 12 .5 19 . 8 0 .000 TL 18.25 PV Pipe: 5 -20 .0 1.682 PL 8 .25 PF 0 .1 5 17 .0 5.6 12 .5 19. 8 2 . 9 120 FTG ---- PE 0 .0 6 17. 0 5.6 12 .6 19. 9 0 . 013 TL 8 .25 PV Pipe: 6 -39. 9 1.682 PL 8 .25 PF 0 .4 6 17. 0 5.6 12 .6 19. 9 5 . 8 120 FTG ---- PE 0 . 0 7 17. 0 5.6 13 .0 20 .2 0 .047 TL 8 .25 PV Pipe: 7 -60 .0 1 .682 PL 33 .30 PF 4 . 8 7 17. 0 5.6 13 .0 20 .2 8 .7 120 FTG ET PE 0 .0 8 17. 0 0.0 17. 8 0 .0 0 .100 TL 48 .30 PV Pipe: 8 59.8 1.682 PL 33 .30 PF 4 .8 9 17 .0 0 .0 17. 8 0 . 0 8.6 120 FTG ET PE 0 .0 10 17 .0 5.6 13 . 0 20 .2 0.099 TL 48.30 PV Pipe: 9 39.6 1.682 PL 8 .25 PF 0 .4 10 17.0 5.6 13 .0 20.2 5 .7 120 FTG ---- PE 0 .0 11 17.0 5 .6 12 . 6 19 .9 0 .046 TL 8 .25 PV Pipe: 10 19.7 1.682 PL 8.25 PF 0 .1 11 17. 0 5.6 12 .6 19 .9 2 . 8 120 FTG ---- PE 0 .0 12 17 .0 5.6 12 .5 19. 8 0 .013 TL 8 .25 PV Pipe: 11 -0 .2 1.682 PL 8 .25 PF 0 . 0 12 17.0 5 .6 12 .5 19 .8 0 . 0 120 FTG 2E PE 0 .0 13 17. 0 5.6 12 .5 19 .8 0 . 000 TL 18.25 PV Pipe: 12 -20 .0 1 .682 PL 8 .25 PF 0 .1 13 17.0 5.6 12 .5 19. 8 2 . 9 120 FTG ---- PE 0 .0 14 17 . 0 5.6 12 .6 19. 9 0 .013 TL 8 .25 PV Pipe: 13 -39. 9 1 . 682 PL 8 .25 PF 0 .4 14 17 . 0 5.6 12 .6 19.9 5. 8 120 FTG ---- PE 0 .0 15 17 . 0 5.6 13 . 0 20 .2 0.047 TL 8 .25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/20/2003 C:\HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -60 . 1 1 .682 PL 33 .30 PF 4 . 8 15 17. 0 5. 6 13 . 0 20 .2 8 .7 120 FTG ET PE 0 .0 16 17. 0 0 . 0 17 . 9 0 . 0 0 .100 TL 48 .30 PV Pipe: 15 37 .9 1 .682 PL 33 .30 PF 2 . 1 17 17.0 0 . 0 18 . 0 0 . 0 5 .5 120 FTG ET PE 0 . 0 18 17.0 5. 6 15 . 9 22 .3 0 .042 TL 48.30 PV Pipe: 16 15 .5 1 .682 PL 8.25 PF 0 . 1 18 17 .0 5. 6 15. 9 22 .3 2 .2 120 FTG ---- PE 0 .0 19 17 .0 5.6 15 . 9 22 .3 0.008 TL 8.25 PV Pipe: 17 -6 .8 1.682 PL 8.25 PF 0 .0 19 17 .0 5. 6 15 . 9 22 .3 1 .0 120 FTG ---- PE 0 .0 20 17.0 5.6 15. 9 22 .3 0 .002 TL 8.25 PV Pipe: 18 -29.1 1.682 PL 58. 00 PF 2 .2 20 17.0 5.6 15. 9 22 .3 4 .2 120 FTG 3ET PE 0 .0 21 17.0 0 . 0 18. 0 0 .0 0.026 TL 83 .00 PV Pipe: 19 -2 .3 1.682 PL 108. 00 PF 0 .0 22 17.0 0.0 18.3 0 . 0 0.3 120 FTG 4E2T PE 0 . 0 23 17.0 0 .0 18.3 0 . 0 0 . 000 TL 148.00 PV Pipe: 20 -1. 9 1.682 PL 108.00 PF 0 .0 24 17.0 0 .0 18.5 0 .0 0 .3 120 FTG 4E2T PE 0 .0 25 17.0 0.0 18. 6 0 .0 0 . 000 TL 148. 00 PV Pipe: 21 -1 . 9 1.682 PL 108.00 PF 0 .0 26 17.0 0 . 0 18 . 8 0. 0 0 .3 120 FTG 4E2T PE 0 . 0 27 17.0 0 . 0 18 . 8 0 . 0 0 .000 TL 148 .00 PV Pipe: 22 -2 .4 1.682 PL 108 .00 PF 0 . 0 28 17. 0 0 .0 19. 1 0 .0 0.4 120 FTG 4E2T PE 0 .0 29 17.0 0 .0 19. 1 0 .0 0 . 000 TL 148.00 PV Pipe: 23 -27 .9 1 .682 PL 50 . 00 PF 2 .2 30 17.0 0 .0 19 .5 0 .0 4.0 120 FTG 4E2T PE 0 .0 31 17. 0 0 .0 21.7 0 .0 0 .024 TL 90 .00 PV Pipe: 24 -26 . 9 1. 682 PL 50 .00 PF 2 .0 32 17.0 0 .0 19.7 0 . 0 3 . 9 120 FTG 4E2T PE 0.0 33 17.0 0 .0 21 .7 0 .0 0 . 023 TL 90 . 00 PV Pipe: 25 -26 .4 1. 682 PL 50 .00 PF 2 .0 34 17.0 0 .0 19. 8 0 . 0 3 . 8 120 FTG 4E2T PE 0 .0 35 17.0 0 .0 21 .7 0 . 0 0 . 022 TL 90 . 00 PV Pipe: 26 -26 .6 1 .682 PL 50. 00 PF 2 . 0 36 17 .0 0 .0 19. 8 0 . 0 3 . 8 120 FTG 4E2T PE 0 .0 37 17.0 0 .0 21. 8 0 . 0 0 . 022 TL 90 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/20/2003 C:\HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -27 .4 1 . 682 PL 50 .00 PF 2 . 1 38 17.0 0 . 0 19. 9 0 .0 4 . 0 120 FTG 4E2T PE 0 .0 39 17.0 0 .0 22 . 0 0 .0 0 . 023 TL 90 .00 PV Pipe: 28 -28 . 8 1 . 682 PL 50 .00 PF 2 .3 40 17 .0 0 . 0 19 .9 0. 0 4 .2 120 FTG 4E2T PE 0 .0 41 17 . 0 0. 0 22 .2 0. 0 0 . 026 TL 90 . 00 PV Pipe: 29 -30 .7 1 .682 PL 50 . 00 PF 2 .6 42 17.0 0 . 0 19.9 0 .0 4 .4 120 FTG 4E2T PE 0 . 0 43 17.0 0 . 0 22 .5 0.0 0 .029 TL 90. 00 PV Pipe: 30 -33 .5 1 .682 PL 50 .00 PF 3 . 0 44 17 .0 0 .0 19. 8 0 .0 4 . 8 120 FTG 4E2T PE 0 .0 45 17 .0 0 .0 22 . 9 0 .0 0 . 034 TL 90 .00 PV Pipe: 31 -37 . 1 1 .682 PL 50 .00 PF 3.7 46 17 . 0 0 . 0 19.7 0 .0 5.4 120 FTG 4E2T PE 0 . 0 47 17 . 0 0 .0 23 .4 0 .0 0 . 041 TL 90 .00 PV Pipe: 32 -41 .2 1 . 682 PL 50 .00 PF 4 .5 48 17 . 0 0 . 0 19.6 0 .0 6.0 120 FTG 4E2T PE 0 . 0 49 17 . 0 0 . 0 24 .1 0 .0 0 . 050 TL 90. 00 PV Pipe: 33 -59.7 3 .260 PL 12 . 00 PF 0 .0 1 17.0 0 . 0 17 .8 0. 0 2 .3 120 FTG ---- PE 0 . 0 9 17 .0 0 . 0 17 .8 0 . 0 0 . 004 TL 12 . 00 PV Pipe: 34 -119.5 3 .260 PL 12 . 00 PF 0 .2 9 17 .0 0 . 0 17 .8 0. 0 4 .6 120 FTG ---- PE 0 .0 17 17 .0 0 . 0 18 .0 0 .0 0 .014 TL 12 . 00 PV Pipe: 35 -157.3 3 .260 PL 12 . 00 PF 0 .3 17 17 .0 0 . 0 18.0 0 .0 6 . 0 120 FTG ---- PE 0 .0 22 17 .0 0.0 18.3 0 .0 0 . 024 TL 12 . 00 PV Pipe: 36 -155 . 0 3 .260 PL 12 .00 PF 0 .3 22 17. 0 0 . 0 18.3 0 . 0 6 . 0 120 FTG ---- PE 0 .0 24 17. 0 0 . 0 18.5 0 . 0 0 . 023 TL 12 .00 PV Pipe: 37 -153 . 1 3 .260 PL 12 .00 PF 0 . 3 24 17 .0 0 . 0 18 .5 0 .0 5 .9 120 FTG ---- PE 0 . 0 26 17.0 0 . 0 18 .8 0 .0 0 . 022 TL 12 . 00 PV Pipe: 38 -151 .2 3 .260 PL 12 . 00 PF 0 .3 26 17 .0 0 . 0 18. 8 0 . 0 5 . 8 120 FTG ---- PE 0 .0 28 17 .0 0 . 0 19. 1 0 . 0 0 . 022 TL 12 . 00 PV Pipe: 39 -148 . 7 3 .260 PL 11. 00 PF 0 .4 28 17 .0 0 . 0 19. 1 0 . 0 5.7 120 FTG E PE 0 .0 30 17 .0 0 . 0 19.5 0 .0 0 . 021 TL 21 .00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/20/2003 C:\HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 -120 . 8 3 .260 PL 10 .67 PF 0 .2 30 17 . 0 0. 0 19.5 0 . 0 4 .6 120 FTG ---- PE 0 . 0 32 17 . 0 0 . 0 19.7 0 .0 0 .014 TL 10 .67 PV Pipe: 41 -93 .9 3 .260 PL 12 . 00 PF 0 . 1 32 17 .0 0 .0 19.7 0 . 0 3 .6 120 FTG ---- PE 0 . 0 34 17 .0 0 .0 19. 8 0 .0 0.009 TL 12 .00 PV Pipe: 42 -67 .5 3 .260 PL 11 .75 PF 0 . 1 34 17 .0 0.0 19. 8 0 . 0 2 .6 120 FTG ---- PE 0 .0 36 17.0 0 .0 19. 8 0 . 0 0 .005 TL 11 .75 PV Pipe: 43 -40 . 9 3 .260 PL 11 .50 PF 0 . 0 36 17 .0 0 .0 19.8 0 .0 1.6 120 FTG ---- PE 0 . 0 38 17 .0 0 .0 19.9 0.0 0 .002 TL 11 .50 PV Pipe: 44 -13 .5 3 .260 PL 11 .50 PF 0 .0 38 17 .0 0.0 19. 9 0 .0 0 .5 120 FTG ---- PE 0.0 40 17.0 0.0 19. 9 0 .0 0 .000 TL 11 .50 PV Pipe: 45 15 .3 3 .260 PL 11 .50 PF 0.0 40 17 . 0 0 .0 19.9 0 .0 0 .6 120 FTG ---- PE 0.0 42 17. 0 0 .0 19.9 0 . 0 0 .000 TL 11 .50 PV Pipe: 46 46 . 1 3 .260 PL 11 .75 PF 0 . 0 42 17. 0 0 . 0 19. 9 0 . 0 1 . 8 120 FTG ---- PE 0 .0 44 17 .0 0 . 0 19. 8 0 . 0 0 .002 TL 11 .75 PV Pipe: 47 79.5 3 .260 PL 12 . 00 PF 0 .1 44 17. 0 0 .0 19. 8 0 .0 3 .1 120 FTG ---- PE 0 .0 46 17. 0 0.0 19.7 0 . 0 0 .007 TL 12 . 00 PV Pipe: 48 116 .6 3 .260 PL 10 .50 PF 0 . 1 46 17.0 0 .0 19.7 0 . 0 4 .5 120 FTG ---- PE 0 .0 48 17 .0 0 .0 19.6 0 .0 0.014 TL 10 .50 PV Pipe: 49 -60 . 0 3 .260 PL 12 .00 PF 0 .0 8 17.0 0 . 0 17 . 8 0 .0 2 .3 120 FTG ---- PE 0 .0 16 17. 0 0 .0 17 .9 0 .0 0 .004 TL 12 .00 PV Pipe: 50 -120 .2 3 .260 PL 12 .00 PF 0 .2 16 17 .0 0. 0 17. 9 0 . 0 4 .6 120 FTG ---- PE 0 .0 21 17 .0 0 . 0 18. 0 0 . 0 0 . 014 TL 12 . 00 PV Pipe: 51 -149.3 3 .260 PL 12 . 00 PF 0 .3 21 17. 0 0 . 0 18 .0 0 .0 5 .7 120 FTG ---- PE 0.0 23 17 . 0 0 .0 18.3 0 .0 0 .021 TL 12 . 00 PV Pipe: 52 -151 .6 3 .260 PL 12 . 00 PF 0 .3 23 17 . 0 0 . 0 18 .3 0 .0 5 . 8 120 FTG ---- PE 0 .0 25 17 .0 0 . 0 18.6 0 .0 0 .022 TL 12 .00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/20/2003 C:\HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -153 .5 3 .260 PL 12 . 00 PF 0 .3 25 17 . 0 0 . 0 18 .6 0 . 0 5 .9 120 FTG ---- PE 0. 0 27 17. 0 0 . 0 18 .8 0 . 0 0 .023 TL 12 . 00 PV Pipe: 54 -155 .4 3 .260 PL 12 .00 PF 0.3 27 17 . 0 0 . 0 18.8 0 . 0 6 .0 120 FTG ---- PE 0.0 29 17. 0 0 . 0 19 .1 0 . 0 0 .023 TL 12 . 00 PV Pipe: 55 -157 .9 3 .260 PL 11.00 PF 0 .5 29 17 . 0 0 . 0 19 .1 0 . 0 6 .1 120 FTG E PE 0 .0 48 17. 0 0 . 0 19.6 0 . 0 0 .024 TL 21 .00 PV Pipe: 56 -27.9 3 .260 PL 10 .67 PF 0 .0 31 17. 0 0 . 0 21.7 0 . 0 1.1 120 FTG ---- PE 0 .0 33 17. 0 0.0 21.7 0 . 0 0 .001 TL 10 .67 PV Pipe: 57 -54. 8 3 .260 PL 12 .00 PF 0.0 33 17.0 0 .0 21.7 0 .0 2 . 1 120 FTG ---- PE 0.0 35 17.0 0 . 0 21 .7 0 .0 0 .003 TL 12 . 00 PV Pipe: 58 -81.3 3 .260 PL 11 .75 PF 0 .1 35 17 .0 0 . 0 21 .7 0 .0 3 .1 120 FTG ---- PE 0 .0 37 17 .0 0 . 0 21 . 8 0 .0 0 .007 TL 11 .75 PV Pipe: 59 -107.9 3 .260 PL 11 .50 PF 0. 1 37 17 . 0 0 .0 21 . 8 0 . 0 4 .1 120 FTG ---- PE 0.0 39 17 .0 0 . 0 22 . 0 0 . 0 0 .012 TL 11 .50 PV Pipe: 60 -135.2 3 .260 PL 11 .50 PF 0 .2 39 17 .0 0 . 0 22 .0 0 . 0 5.2 120 FTG ---- PE 0.0 41 17. 0 0 .0 22 .2 0 . 0 0.018 TL 11.50 PV Pipe: 61 -164 .0 3 .260 PL 11 .50 PF 0.3 41 17. 0 0 .0 22 .2 0 .0 6 .3 120 FTG ---- PE 0. 0 43 17 .0 0 .0 22 .5 0 . 0 0 .026 TL 11 .50 PV Pipe: 62 -194 . 8 3 .260 PL 11 .75 PF 0 .4 43 17. 0 0. 0 22 .5 0 .0 7 .5 120 FTG ---- PE 0 .0 45 17.0 0. 0 22 . 9 0 . 0 0 .035 TL 11 .75 PV Pipe: 63 -228.2 3 .260 PL 12 . 00 PF 0.6 45 17. 0 0 .0 22 . 9 0 .0 8 .8 120 FTG ---- PE 0 . 0 47 17.0 0 .0 23 .4 0 . 0 0.047 TL 12 . 00 PV Pipe: 64 -265 .3 3 .260 PL 10 .50 PF 0.7 47 17 .0 0 . 0 23 .4 0 .0 10 .2 120 FTG ---- PE 0. 0 49 17. 0 0 .0 24 . 1 0 . 0 0. 062 TL 10 . 50 PV Pipe: 65 -306.6 4 .260 PL 5 . 00 PF 0.4 49 17. 0 0 . 0 24 . 1 0 . 0 6 . 9 120 FTG E PE 0 . 0 50 17 .0 0 . 0 24 .5 0 .0 0 .022 TL 18 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/20/2003 C:\HASS74\LUMBER.SDF JOB TITLE: RIVERHEAD BUILDING SUPPLY, GREENPORT, NY PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 -306 .6 4 .260 PL 15 . 00 PF 1 .5 50 17 .0 0 .0 24 .5 0 . 0 6 .9 120 FTG 2EGA PE 6 .5 51 2 .0 0 .0 32 .5 0 .0 0.022 TL 70 . 00 PV Pipe: 67 FIXED PRESSURE LOSS DEVICE 52 2 . 0 0 .0 42 .5 0 .0 10 . 0 psi, 306 . 6 gpm 51 2 . 0 0 . 0 32 .5 0 .0 Pipe: 68 -306.6 6 .280 PL 120 .00 PF 0 .5 52 2 .0 0 .0 42 .5 0 . 0 3 .2 140 FTG T2L PE 3 .0 53 -5 . 0 SRCE 46.0 (N/A) 0. 003 TL 195.00 PV NOTES: (1) Calculations were performed by the HASS 7 .4 computer program under license no. 27081247 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 .003 gpm and a maximum imbalance at any node of 0 . 135 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10 .2 ft/sec at pipe 64 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1 .682 5 . 00 10 . 00 3 . 00 11.00 8 . 00 1.00 12 .00 12 .00 10 .00 3 .260 10 .00 20 .00 7. 00 22 . 00 14 .00 1. 00 18. 00 18 .00 20 .00 4.260 13 .00 26 . 00 8. 00 29.00 16 .00 3 . 00 26.00 26 .00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6 .280 22 . 00 47 .00 14 .00 51 . 00 16.00 5 . 00 47 . 00 W H WATER SUPPLY ANALYSIS y .. 80. 0 Static: 66. 00 psi Resid: 52. 00 psi Flow: 1611. 0 gpm y Ln Cr1 N LEGEND O N H O 70. 0 1 Available pressure tt �w 64. 04 psi @ 556. 6 gpm x G 2 Required pressure A 60. 0 46. 04 psi @ 556. 6 gpm t7 U C G r z Ed N 50. 0 z P2 a R bE � S 40. 0 k 3 S U � k R 'U 30. 0 E t1j z c ro r ( 0 n p 20. 0 y i z r Co H 10. 0 C] Co Co 0. 0 A r tria LQ -14. 7 d cD 400 600 800 1000 1200 1400 1600 1800 2000 FLOW ( GPM)