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Home My WebLink About32114-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32425 Date: 06/22/07 THIS CERTIFIES that the building DWELLING & OFFICE Location of Property: CRESCENT AVE FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 6 Block 6 Lot 20.7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 30, 2006 pursuant to which Building Permit No. 32114-Z dated JUNE 13, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ACCESSORY DOCTOR'S OFFICE AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5578 DATED SEPT. 7, 2004. The certificate is issued to ISLAND HEALTH PROJECT, INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT' OF HEALTH APPROVAL C10-04-0013 06/14/07 ELECTRICAL CERTIFICATE NO. 3012071 03/30/07 PLUMBERS CERTIFICATION DATED 04/26/07 JOSEPH HIRSCHFELD utho ize Signature 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. 32114 Z Date JUNE 13, 2006 Permission is hereby granted to: I UTILITIES CO INC F FISHERS ISLAND,NY 06390 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ACCESSORY DOCTOR'S OFFICE AS APPLIED FOR AS PER DEC, ZBA, PLANNING AND SCHD APPROVALS/CONDITIONS at premises located at CRESCENT AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0006 Lot No. 020.007 pursuant to application dated MAY 30, 2006 and approved by the Building Inspector to expire on DECEMBER 13, 2007. Fee $ 950.00 uthor zed i nature ORIGINAL Rev. 5/8/02 ' Form No. 6 ~ • TOWN OF SOUTHOLD BUILDING DEPARTMENT M~' ~ 7 ~ _'r TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY - This application must be fdled 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 Boazd of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similaz buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Boazd Approval of completed site plan requirements. B. For existing buildings (prior to Apri19,1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. ff 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 - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. 5/ 1 , New Construction: ~ Old or Pr~e-'e~x~i'st}ing~Building: (check one) q Location ofProperiy: ~--C~t`r ~ ~-K~. AV~ - ~I~'~~`~ ~SI~~ID i~V~ (~D~~ House No. Street Haznlet Owner or Owners of Property: 7S1~111~ l1 ~(IL.T~H P KO Ll EG I1 Suffolk County Tax Map No 1000, Section (p Block ~ CG Lot a G~ • Subdivision Filed Map. Lot: p Permit No. .3 Z~ ~ 1 ~ Date of Pemrit.~ 13 C(1 Applicant: ~Sl..dl p ~E.~~l~ 1 ~L't~~T Health Dept. Approval: e/ Underwriters Approval: Planning Boazd Approval: ~1 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ • OC Applicant Signature ~ ~ 3 y ,~S a ~ s~~rnss~~~nrsrrrss~s~n~r~~~n~n~ns~rn~rrs~~rns~r~~rnsrn~rrss~n~nrn~rn~nrns~~s~n~~.ns~n oC BY THIS CERTIFICATE OF COMPLIANDERWRITERS 5 5 NEW YORK BOARD OF FIRE U 5 5 BUREAU OF ELECTRICITY 5 C5 40 FULTON STREET - NEW YORK, NY 10038 5~ CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 5 BD ELECTRICAL CO INC F I HEALTH CENTER 5 102 GREENWICH AVE ORIENTAL AVE 5 GREENWICH, CT 06390, FISHERS ISLAND, NY 06390 5 5 ORIENTAL AVE FISHERS ISLAND, NY 06390 55 C5 Located at e~ Application Number: 3012071 Certificate Number: 3012071 C5 Section: Block: Lot: Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of C 5 electrical devices and wiring, described below, located in/on the premises at:5 5 First Floor, Second Floor, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be incompliance therewith on the 30th Day of March, 2007. 5 5 Name ~ Rate Ratin Circuit Tvoe 5 5 Miscellaneous 5 5 modular building 5 5 NY State approval # 19-30808 5 mfg-Haven Homes 5 serial # 10331 5 Alar-m and Emergency Equipment - - 5 5 Generator Permanent Installati I 0 17KW 5 Appliances and Accessories Furnace 1 0 Gass 5 Wiring and Devices 5 5 Fixture 5 0 Incandescent 5 5 Switch 3 0 General Purpose 5 Service 5 5 1 Phase 3 W Service Rating 400 Amperes 5 5 Service Disconnect: 2 200 cb 5 5 Meters:2 5 seal 5 5 t of t 5 5 S 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 5 v C.I~CPC.~LI~C.nl:.I~C.I~Ll7C.I~C.~C.tC.I~CPC.~C.I~C.I~C.ITC.I~C.IBC.nr~l:nr~C.I~C.I~C.I7C.l~C.@.I~C.fi~r~C.IC.I~C.I~LI~C.nC.I~C~C.I~C.I~C.I~C.~C.~l:n Towo ItaU, 5095 Malo Roa0 Fax (631)16b•1823 PA. Boa I t79 TslaPda~a (631j 765-1802 SOUm010, ?kw Yak 11971.0959 DUILDINa DEPARTMENT TOWN OF SOUTHOLA CERTIFICATION 1~~~ Date: Building Permit No. ~ ~ ~ ~ ~ Z- owner: 1 S I H ~-~1-, ~r~~ ~ (plle_ase pJrin't) / Plumber: 0 ~ 1.7Y 1 ~ I! S~ ~'1 T ~ ~ G~ (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum s Signature) Sworn to before me this o?~o~ day of 20~ Notary Public, ~,~~Fd IIC County ROXANNESPAULDING NOTARY PUBLIC. STATE OF NEW YORK Nn.01SPfi113942 OUAI II II II IN tiU1101 KCOUNIY MY CUMMItitiIIIN I RPIHtS AUG_ ~ , 100g i V NYS' UNIFORM FIRE.PREVENTION AND.BUILQING CQDE ! COMMERCIAL & MULfiIPLE DWELLING.OS,~tJPANCIES ~ NYS BUILDING CODE (B) Dater ~~i~ C NYS FIRE CODE',(F) 'Reviewer: NYS PLUMBING'CODE (P) NYS MECHANICAL CODE (M) Building: NYS. FUEL GAS. CODE: (FG) Location; ! NYS ENERGY CODE,(E) . No. Section Req'd r Allowed Actual 1 Occupancy 8-302 ~ " 2 e of Construction B-TabIa.601 I / ~ V 3 Height & Bltlg Area B-503 ~ ~J~^° Tabular Area B-Table 503 ~pS.F' Stories allowed Tabular Height . 4 4 Height Modifications B-504 Sprinkler Tabular Height (feet) Tabular Height (story) Increase Allowed / J- Totaii Height Allowed ~ I 5 Area Modifications 8-506 (See work sheet) Area increase formula Eq 5-1 r Frontage B-506.2 Eq 5-2 (P) perime. ter of bldg (F) frontage of bldg (VH) width, open space Sprinkler 8-503.3 Single story 300% Multi. story 200% Total Area Allowed- Page 1 of 8 No Topic Sactlon Req'd or Allowed Actual 6 Atriums B- 404 .Definition 6- 404.1:1 SprinklerPioteotion B-d04s3` Smoke Control B- 404.4 Enclosure B- 404.5 Auto Fire Detection 8-404.6- Interior Finish 13-404.8 Travel Distance B- 404.9 7 .,Distance Separation B-TbI 602 Exterior Wall Openings B-Tb1.704.8 8' Fire Rated Const'n ..Incidental Use Areas B-Tbl 302.1.1 Accessory-0ccupancy B-302.2 ^t` Mixed Occupancy B-Tb1302.3.3 !ZL ^ ,,r j Fire Walis 6-705 ~ Fire Barrier- B-706 , / Shaft:Enclosure 8-707 / i r Fire Partition 6=708 . Smoke Barriew•s B-709 Opening Protectives ' B Tbl 714.2 , Fire.Blocking B-716 Draft'$toppirig B-716..3 {nteriohF{Wishes B-Tb1803.4. 9' In4eriocErivironment Min; Rm.,Dimensions B-1207;1 Min. Ceiling Height B-12127.2 Ventilation B-1202.1 Llght 6-1204.1 Page 2 of 8 No Topic Section 12eq'd or Allowed Actual 10 Exlts -.Occupant Load B Tbl 1003.2.2 ~ ! s~~ One Exit Permitted B'1"bl 1005.2.2 Egress Width B- 1003.2.3 :(per .occupant) Gelling Height B-1003.2.4 Exit Signs B-1003.2:10 Egress Illumination 6-:1003,2.11 11 Egress Components Doors Door Size B-1003.3.1.1 Door Swing B-1003.3.1.2 Locks? Latches B-1003.3:1:8 PanicNardware B- 1003.3.1.9 Stairs > Width B-1003.3.3.1 Headroom B-1003.3:3.2 Tread /Riser B-1003.3:3.3 Verticall2ise B-1003.3.3.6 ~ Handrails B-1003.3:3.11 i `12 Exit Access ' 1. Remoteness B-1004.2.2.1 Travel Distance B-1004.2.4 Corridors Fire Rating B-1004,.3.2.1 . Width B-1004:3.2.2 Dead-ends B-1004.3.2.3 13 Exterior Wall Coverings:. B-Tb11405.2 Combustible :Finishes B-Tb11406.2 14 ` RoofAssemblles Chapt 15 Material type(s) Page 3 of 8 No Topic; . Section Req'd or Allowed Actual 15 Structural Snow toad , Gtaund B Fig 1608.2 Snow Load -Roof ASCE 7-98 (dalc) Drifting Snow B-1608:7 /%~!'~''`f,~..-u Ponding B-1608.3.5 J~~ , Floor Loading ;B TbI 1607.1 h~~f~"'"~ ? Balcony i:oading B-Tb1 1607.1 Flood plalri B-1603:'1.6 Wind Loading B-1609 - Seismic Loading (calc.) ' B-1614 Foundation Depth 6-180x2 16 Swimming Pools B-311)9' 17 Electrical , Exit Signs B-1003.2.10 ~ Emergency Lights B-1003 ^_.11 ~ - Emergency.-Power - 6-10'3.2.11.2 18 HIC ACCESS ' Exempt Buildings B-1104.4 ~ ' ~ Parking B=TbI 1106.1 _ py~' Route B-1104.1 pµr~ Entrance B-1105:1 Qp ~e~~ ( # of Sleeping Rooms B-TbI-1107:6.1.1 # of-Dwelling :Units B-1.107.6.2 Toilef Facilf0es ~ 6-1109:2 Service Counters B-1109.12.3 Supplemental Appendix E RB,quirements Page 4 of 8 i No Topic Section Req:d o[ Allowed Actual 19 Flre Protection Eq'p - Sprinkler Systems F-903 ~ `/k//~G~ Extinguishing Systems F-904 Standpipe Systems F-905 - Fire Extinguishers F-906 / Fire'Alarm Systems F-907 Smoke Detection F-907 ~ Hi-Rise Fire Safety F-907.2.12 Visible Alarms F-TbI 907.10.1.2 Smoke Control F-909 ,,,JJJUVV ~~w~ ~~.ur" Smoke Vents F-910 ~D" Fire Pumps F-913 Kitchen Hood Ext' i F-609.8 20 Plumbing Coue FixturE'Count P-TbI 403.1 ~ ~ ~ Wat~ Sr uoply _ yyy-~~~ Service Pipe Size P-603 Fixture Pipe Size P-603.1 Pipe `Material P-TbI 604.5 Labor Law Art. 10-A NYS-904,6. Pipe,Irisulation Energy Code Lawn Irrigation P-608.16.5 Pipe`Freezing `P-305.6. Sanitary Drainas~e / Drain Pipe Size P-Tb1709.1 D L- l Drain Pipe Material P-702 Vent Size P-TbI 910.4 Pipe Hangers P-TbI 308.5 Air Admittance Valves P-917 Page 5 of 8 No Topic Section Req'd or Allowed Actual 21 Mechanical Coda 'Ventilation Rates M-Tbl 403.3 Propane Below Grade M-502.8.10.1 Dryer Exhausf M-504 Kitchen Exhaust M-506 Kitchen.. Hoods M-507 'Kitchen'Make-Up Air. M-508 Chimney Temtlnation M-Tbl 511.2 Air Plenums M-602.' fire & Smoke Dampers M-607.5.1 CombustlonAir M-701 Confined Spaces-Def. M-202 2? ' Fuel Gas Code Appliance Location FG-303 : Combustion Alr FG-304 Clearance to Combust. FG-Tbl 308.2 Pipe Material FG-403 Shut Off Valves FG-409 Chimney Termination FG-Fig. 503.5.4 G.as Vent Termination FG-Fig. 503.6:6 r ExiYTenninai Location FG-503:8 ~lotttes, DryerExhaust FG-613 Unvented Room Heater FG-620 I i 23 Encr9Y. Code , , ~ Chapter 7 (ASHRAE) E-701. Chapter 8 ~ Building Envelope. E-802. Mechanical System E-803 a SeMce Water Heating , E-804 Lighting., and Power ' E-805 ;TotaPBuilding Perf E,806 Page 6 of S 17. Desigu Criteria must be noted on all sets of plans. 18. Shutter Desigu required. We hope that this helps you in completing your final drawings for this project. If you have any questions, fell free to call this office at 631-765-1802. Respectfu , i Damon Pe er Ra is Permit Examiner CC: File FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: Mazch 16, 2004 TO: Stephen Hamm A/C Island Health Project 38 Nugent Street Southampton, NY 11968 Please take notice that your application dated March 12, 2004 For permit for construction of a new sin¢le family dwelling with an accessory doctor's office at Location of property Central Avenue. Fisher's Island County Tax Map No. 1000 -Section 6 Block 6 Lot 20.7 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conformine 54 550 square foot lot in the R-80 District, is not permitted pursuant to Article III Section 100-31C which states; "Accessory Uses. 2 Home occupation includin¢ home professional office and home business office... These uses shall be ennitted rovided that: C Such occupation is carried out in an area not to exceed twenty-five percent (25%1 of all floors of the main building, and in no event shall such use occupy more than five hundred (500) square feet of floor area, and, F...shall in no event be deemed to include...clinics or hospitals. The proposed doctors office measures 1 650 square feet in total size and encompasses more than 50 percent of the total building By design the buildin¢ appears to be a "health clinic" as opposed to a doctor's office. Followin the ro osed construction total lot covera e will be less than 20 ercent. CC: file, ZBA Authorize Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 2, 2004 AMENDED: January 6, 2004 TO: Matthews & Ham A/C Fisher's Island Utility/Island Health 38 Nugent Street Southampton, NY 11968 Please take notice that your application dated January 2, 2004 For permit for the construction of a residence and health clinic at Location of property: Crescent Avenue, Fisher's Island County Tax Map No. 1000 -Section 6 Block 6 Lot 20.7 Is returned herewith and disapproved on the following grounds: The proposed construction on this conformine parcel in the Residential R-40, is not permitted pursuant to Article III, Section 100-30A.2. A health clinic is not a permitted use. This m Janua 6 2003 to correct errors. Auth d Si tore Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. .I r FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 16, 2004 AMENDED: Apri18, 2004 TO: Stephen Hamm A/C Island Health Project 38 Nugent Street Southampton, NY 11968 Please take notice that your application dated Mazch 12, 2004 For permit for construction of a new single family dwelline with an accessory doctor's office at Location of property Central Avenue, Fisher's Island County Tax Map No. 1000 -Section 6 Block 6 Lot 20.7 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 54 550 squaze foot lot in the R-80 District, is not permitted pursuant to Article III, Section 100-31C, which states; "Accessory Uses. 2. Home occupation includine home professional office and home business office... These uses shall be permitted, provided that: C. Such occupation is carried out in an azea not to exceed twenty-five percent (25%) of all floors of the main buildin¢, and in no event shall such use occupy more than five hundred (5001 square feet of floor area, and, F... shall in no event be deemed to include...clinics or hospitals. The proposed doctors office measures 1 650 square feet in total size and encompasses more than 50 percent of the total building By design the building~peazs to be a "health clinic" as opposed to a doctor's office. Following the proposed construction, total lot coverage will be less than 20 percent. In addition site plan approval from the Southold Town Planning Board is required. This permit was amended on April 8, 2004, to address the need for site plan approval. CC: file, ZBA, Planning gpFFO(,~ 71PPEALS BOARD MEMBERS pV0 CO~ Southold Town Hall Ruth D. Oliva, Chairwoman ~ 53095 Main Road Gerard P. Goehringer H x P.O. Box 1179 Lydia A. Tortora ~ • ~ Southold, NY 11971-0959 Vincent Orlando p! Tel. (631) 765-1809 James Dinizio, Jr. ~Ol ~t ~a Fax (631) 765-9064 _ _ http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD SFP 2 1 ~ FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7, 2004 ZBA File 5578 -ISLAND HEALTH PROJECT, INC. (Owner: Fishers Island Utility Company Inc.) Property Location: North Side of Central Avenue, Fishers Island CTM 6-6-20.7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 1.25+- acre parcel has 186.43 feet along Central Avenue with 229.86 feet along the westerly side and 324.82 feet along the east side. The property is located in the R-80 Residential Zone District, and is located approximately 100 feet east of Mansion House Drive. BASIS OF APPLICATION: Building Department's March 16, 2004 Notice of Disapproval, amended April 8, 2004, citing Section 100-2448, in its denial of a building permit to construct a new dwelling with an accessory doctor's office. The reason for the disapproval is that Section 100-31 C.2 allows a "home occupation, including home professional office and home business office, provided that such occupation is carried out in an area not to exceed twenty-five percent (25%) of all floors of the main building, and in no event shall such use occupy more than five hundred (500) square feet of floor area," and 100-31 F, "...shall in no event be deemed to include...clinics or hospitals." The doctor's office measures 1,650 square feet in total size and encompasses more than 50 percent of the total building. By design, the building appears to be a "health clinic" as opposed to a doctor's office. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 19, 2004 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: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct atwo-story residence and home office as shown on the survey prepared 9/2/03, revised 3/31/03 by Richard H. Strouse, and construction diagrams prepared 5/26/04 by Haven Homes. The home office would take up about 50% of all floor areas in the new dwelling and would exceed the 500 square foot maximum permitted by the code by approximately 1200 square feet. The second story of the proposed building will be occupied by the dwelling, and the first floor as professional home office area. Page 2 -September 7, 2004 File No. 5578 -Island Health Project, Inc. ` CTM Id: 6-6-20.7 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The applicant, Island Health Project, Inc. is the contract vendee of the property and is proposing a single-family residence with accessory professional office areas. The purpose of the spacious work areas for the doctor and his staff is to provide a full range of medical care services to those visiting, working or living on Fishers Island. The design of the doctor's office areas is not for a group of specialists whose outpatient practice is confined to a single building, or a substantial facility such as a hospital or institution involving multiple doctors. The proposed doctor's office will have a doctor and a single assistant, with two or more examining rooms, waiting room and other spacious work areas. The parcel to the north is improved with a house situated on the northerly section of that lot, with access from Crescent Avenue. The adjacent vacant land consists of 1.3 acres, planned by the owner (Goss) as a donation to the applicant's purposes in the future. The 1.3 acres to the east is vacant. Across the street is an open field (baseball/recreational). Not far from this property is thF Hamlet Business zone to the southwest, and Limited Business Zone District to the northeast. Gra~St of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to these nearby properties. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Without a variance, sufficient work space would not be possible for the doctor's office, examining rooms, waiting room, handicap areas, and other floor area. The purpose is to provide medical services 24 hours a day, seven days a week, which is absolutely necessary for seasonal and small year-round population Fishers Island. 3. The relief requested is substantial. The code limits the size of a doctor's office as an accessory to asingle-family dwelling to 500 sq. ft., including all work areas, and proposed is a doctor's office with handicap access facilities and related areas, totaling 1700+- sq. ft. 4. The difficulty was not self-created. The plan for a doctor's office relates to the needs on Fishers Island for nearby medical services, with a modern, up-to-date floor plan. The difficulty is related to the restriction of current Town Code requirements regarding the limited size in relation to the overall size of the proposed dwelling with a further limitation of 500 sq. ft. 5. No evidence has been submitted to suggest that a variance in this community will have an ~c; ~ , c~i ~r Er,~ ircnm~.r,tul ,-.e;~i~ ~~o~a in r~ :~~':~:.c,,~cC_]. _ . community is outweighed by any other benefit because the physician's office will serve all of Fishers Island. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a doctor's office, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 -September 7, 2004 File No. 5578 -Island Health Project, Inc. CTM ld: 6-6-20.7 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the survey prepared 9/2/03, revised 3/31/03 by Richard H. Strouse, and construction diagrams prepared 5/26/04 by Haven Homes. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, o er than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwo n), oe r' ortor ,Orlando, and Dinizio. This Resolution was duly adopted (5-0). Vincent Orla o, cting hairman /~^~/04 Approved for Filing r 9.1~ ALLIE M. RARIDON 2 5 ~ Associate AIA Post Office Box 385 - Fishers Island, New York 06390 ~ ~nOLD Ph: (631)788-7582 & Fax:(631)788-5582 May 15, 2006 Mr. Damon Rallis Town of Southold Building Department Post Office Box 1179 Southold, NY 11971 Dear Damon, Enclosed are the final drawings and building permit application for the Island Health Project. In November of 2005, you completed your preliminary review, and I have included all of the information that you listed in your review except for the following item: • Item #18 -The 1HP building will have Zone #3, hurricane proof glass on all of the windows; therefore the shutter design is now not applicable. Please feel free to call me at (631) 788-7582 with any questions that you may have. All my best, ~ Allie Raridon ~ ~ MAILIl~ 'ADDRESS: PLAN RIND BOARD MEMBERS ~O~~OF SO~lyOlo sont>° la ~NY us7l Chair OFFICE LOCATION: WILLIAM J. CREMERS H ~ Town Hall Annex KENNETH L. EDWARDS ~ ~ ~O 54375 State Route 25 iviARTiN H,,,yS O~y ,.~1 (cor. Main Rd. & Youngs Ave.) ! I ' ~ 5 ~0~ ~~UNT'1 Southold, NY i ~ ~ Telephone: 631 765-1938 ~I I; ~R I 4 ~ I ~ ~ Fax: 631 765-3136 U PLANNING BOARD OFFICE TOWN OF SOUTHOLD E;:;c. ~~+:Qi. YCWN ur SOUT!'t)L April 12, 2005 Stephen Ham, III, Esq. 38 Nugent Street Southampton, NY 11968 Re: Proposed Site Plan for Island Health Project, Inc. Located on Central Avenue, approximately 100' e/o Mansion House Drive, on Fishers Island SCTM#1000-6-6-20.7 Zoning District: R-80 Dear Mr. Ham: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 11, 2005: The final public hearing was closed. This site plan is for a new proposed home medical office including a 1,700 sq. ft. first floor doctor's office and a 1,700 sq. ft. second floor of living quarters on a 1.25 acre parcel in the R-80 Zoning District located on Central Avenue, 100' e/o Mansion House Drive, on Fishers Island. SCTM#1000-6-6-20.7 WHEREAS, the applicant, Island Health Project, Inc. proposes a new home medical office including a 1,700 sq. ft. first floor doctor's office and a 1,700 sq. ft. second floor of living quarters on a 1.25 acre parcel in the R-80 Zoning District; and WHEREAS, Fishers Island Utility Company, Inc. is the owner of the property known as SCTM# 1000-6-6-20.7 located on the Central Avenue, 100' e/o Mansion House Drive, on Fishers Island; and WHEREAS, on July 27, 2004, a formal site plan application was submitted for approval; and WHEREAS, on September 7, 2004, the Southold Town Zoning Board of Appeals granted a variance as described under Appeal Number; and Island Health Project -Page Two - 04/12/05 WHEREAS, on September 24, 2004, the Fishers Island Fire Department has determined that fire wells are not needed in this area and the Planning Board has accepted this recommendation; and WHEREAS, on November 9, 2004, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 ©7, made a determination that the proposed action is a Type II and not subject to review; and WHEREAS, on December 20, 2004, the Southold Town Engineering Inspector reviewed the proposed drainage and issued conditions and the Planning Board has accepted his recommendation and incorporated the conditions; and WHEREAS, on January 3, 2005, the Suffolk County Department of Health Services approved the site plan under Reference Number C10-04-0003; and WHEREAS, on March 3, 2005, the Architectural Review Committee reviewed and approved the architectural drawings, associated site plan materials and the Planning Board has accepted this approval and determined it to be satisfactory; and WHEREAS, on March 9, 2005, the Southold Town Building Inspector reviewed and certified the site plan for "Home Professional Office" use; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following two items are incorporated and included in the site plan: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code requirements. 2. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board grant final approval on the site plan prepared by CME Associates Engineering and Land Surveying, PLLC and certified by Richard H. Strouse, Licensed Professional Engineer, dated January 5, 2004 and last revised February 8, 2005, and authorize the Chairperson to endorse the final site plans subject to a one year review from the date of issuance of the building permit. Island Health Project -Page Three - 04/12/05 Enclosed please find one copy of the approved site plan for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn B. Woodhouse Chairperson Enc. cc: Building Department Town Engineer _ ' FOR INTERNAL USE ONLY SITE PLAN USE DETERMINA ~ ~ Initial Determination ~ 6 , } r1' D Date:~JC~Q ~ o~UU`1~ Request: ~ TO - o, e ate (Note: opy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: ~U Initial Determination as to whether site plan is required:(? S Signatur din _ Planning Department Referral: Date Se. ~t: 11 Date Rece/ived: 0 4 f / ¢ G f Comments: VV~ G ~ ~z'P q c i 7-c' ~J i ~ n~ ~/~'p~~lg ~~~rr~ ~i Date of Comment: o'/~~foft Si natur of Ian ing Dept. tall Reviewer Final Determination Date: ~y/J^ ?co Decision: /c..-~ ~I~~ Signat foeur Build ~specto TOWN OF 50UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUII.DING DEPARTMENT Do you havo or need the folioy'mg, before applying ? TOWN HALL Board of Health J SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 7651802 Planning $oard approval FAx: (631) 7659502 '3 21 / y ~ Survey ? www.northforknetlSouthold( PERMIT NO. Check Septic Form N.Y.5.D.E.C. Trustees C Examined (3 , 20 C Contact: Approved ! 20_ ~ Mail to: ~l~t_+l F IU.R-1 t~OtJ Disapproved s/c Q.O . ~K ~5 {=tSHER.S ISi.AI~Or~`f Expiration 20~ Co3~0 e: ' G'31 - l rb8 - "1S8 Z ~ _ ; MAY 3 0 2~,6 ~ i:~ ding r ~ G-- PLICATION FO G PERMIT INS UCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. o. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Baildwg Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever mrtil a Certificate of Occupsncy is issued by the Building Inspector. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such dace. If no zoning amendments or other regulations affecting the property havo been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I S lJ+1V)D h1'~AITN Q (ZOJ~~ t I (Signature of applicant or name, if a corporation) Island Health Project C/o Catherine Jensen P. 0. Box 34.4 Fishers Island, NY 06390 (Mailing address of applicant) State whe_the~pUcant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premise Island Health Pro~ect~ (as on the tax roll or latest deed) If a$plicant is a corporation signature of duly authorized officer (Name and title of corporate officer) Builders License No. pending- Plumbers License No. amending, Electricians License No. _Pending Other Trade's License No. -Pending 1. Location of land on which mm:osed work wi(1 be done: . l"R-.Air ARIL. _ FlsherB Island House Number Street Hamlet County Tax Map No. 1000 Section 0006 Block~_Lot 20.7 Subdivision NA Filed Map No. NA Lot NA 2, State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Ri~tldin9 t .,t. b. Intended use and occupancy Residence & Home Office 3. Nature of work (check which applicable): New Building J Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost FEE 70 BE DETERMINED (to be paid on filing this application) ' 5. If dwelling, number of dwelling unit~1^Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nahue and extent of each type of use. _HOME OFFICE 7. Dimensions of existing structures, if any: Front M A Rear PiA Depth 1J A Heigh+ ~ A Number of stories KA Dimensions of same structure with alterations or additions: Front _ Rear _ Depth _ Height_ :Number of stories I 8. Dimensions of entire new construction: Front ~O I Rear ~JO 1 Depth 35 Height 3Z ~-O t' Number of stories Z 9. Size of lot Front (~01 Rearji301 Depth ~J301 10. Date of Purchase May 37, 2005 Name of Former Owner Flehere Island Utility Co., Inc. 11. Zone or use district in which premises are situated R - 80 12. Does proposed construction violate any zoning law, ordinance or regulation un - AI I tzFnl ueFO VARIANCES HAVE BEEN GRANTED 13. Will lot be re-graded YE5 Will excess fill be removed from premises: NO 14. Names of Owner of premises ~SIARIb Nt?AI~Fi PKD~I~Cf Address Q.O. ~pX 3~4 ¢ISF1>rIZS ISIAtr<brt~Y Phone No. (631) 788 ALL~E ~DX 3b`~ 0639p Names of Arehitacturol p~(Glj~, RL~R1nDl~ Address p 156tlE~K5 t5tA1~19 Phone No (i3~ -'~~i ^'15?i 2 Names of Contractor: C7 vAl I FY HrnecS Address FACT I vuE, CT pLune Nn ~RC,rn 73A 6913 ~~1~~~ ttA~Ql~(r+~.TavA~s 15 a. Is this property within 100 feet of a tidal wetland or a fieshwater weUand7 •YES NO ' IF YES, SOUTHOLD TOWN TRUSTEES 8c D.E.C. PERMTTS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal weUand7 • YES_ NO ~ • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey (STATE OF NE W YORK) SS: (COUnnNTY OF ~FJ M-~ ~ ~ t E ~f. Y i 6 ?I being duly sworn, deposes and says that (s)he is the applicant (Name of indiv/i~dual signinLg contract) above named, (S)He is the 1"CQ EVLT (Contractor, Agent, Corporate Officer, etc J If said owner or owners, and is duly authorized to perform or have performed the said work aad to make and file this application that all statements contained in this application are true to the host of hie knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me~ . ~y of 20Q{~_ (N~M7l. ~~J~J Wn1J r l t o Public Signature of Applicant ROXANNE SPAULDING NOTARY PUBLIC, STATE OF NEW YORK No.U1SPB113047 (ll1AIIIIIDINSl11101K000NfY MY GUMMISSIUN I:XI'IHLS AUG. J, 2U0$' ,e-O 7 _OWN OF SOUTHOLD PROPERTY RECORD CARD ~ _ Y DOWNER STREET VILLAGE DIST. SUB. LOT ~ FORMER OWNER N E ACR. ~ oZ kS ~ ~ L' C. P 5 C e vl f t~ r r~ . ~ ~ _ 5 ~ W TYPf OF BUILDING .RES. SEAS. VL_ j~/. FARM COMM. CB. MICS. Mkt. Value... LAND IMP. TOTAL DATE REMARKS ~ G' ,~$S c s O D o--~ ~ / ~ _ 0 .C d~ a ro 3 ~ ~ ~ o ~ a 1 ~ - ~ S~ n~~ Sb /G 7 ~1 - c t.3<o ~ l r~G-l-~hF.: F~4c~.t/~,P' o-o fie. ~6 7 c , y A /o d /0 67J ~ ~i 6d t.,$~ G r ~ '.7 ~ .Nr@ R ~ ~ ` - ~ I ~ , ( .i.,, o .J a ~ ~ , S I , aa~ 4~~0 ~rq aBiFT• b Pi_//'y,~j(,/9=//`Kr~.Pa iA T MA~lti~/l a ~ l~ ~ ~ 1 Oca ~ O ~ s as L / z 3F~ - F (~fi. ~ ~ ~ .Zs.l~rr~l -~~a l~G ~~yz,~i AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable zs SDa /Z s FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowlond DEPTH House Plot / 0?~0O ~,C%OD BULKHEAD Total a ~ 2 s DOCK New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 FAX: (631) 444-0360 Website: www.decstate.ny.us Denise M. Sheehan Acfing Commissioner LETTER OF NON JURISDICTION -ARTICLE 24 Island Health Project, Inc. October 12, 2005 c/o Fishers Island Utility Co., Inc. Drawer E Fishers Island, NY 06390 Re: Application #1-4738-03448/00001 Central Avenue Property; Fishers Isald SCTM # 1000-0006-6-20.7 To Whom It May Concern: Based on the information you submitted, the Department of Environmental Conservation has determined that your proposed project to construct a residence and home doctor's office at SCTM # 1000-0006-6-20.7, as per plans prepared by CME Associates and Land Surveying, PLLC, dated 02/08/2005, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24) of the Environmental Conservation Law and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. lu addition, any changes, modifications or additional work to the project as described, may require authorization by the Department. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. S' erely Rog r vans Depu Regional Permit Administrator cc: BOH file l t ~ - ~ ~ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST' SUB. LOT j / FORMER OWNER N ~ E 1 ACR. • a5 A kS ~•B/ ~ ~ PSC e v1 / ~-l~' i 3 - S W TYPE OF BUILDING n L v ®s's'. RES. SEAS. VL._ 3~~ FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE// REMARKS G' S s ~ O D ~ o--o S ~ So U ~ :'n,~~ 4~S b /G 7 ~ , _ 1•$~n acre I~~,le ' l~C;' -~-ih Roc „Zu, ~o /O o 4 G b G /S'd ~C> izJ~ ,tC.s-~ c .~,,yb~/9c .~rs~~ ~ nFNr•FlS_4_[rQU. -.fl~r r, / ~a % ~ Pr- i 400_1' - S S ~sz.r. ~ /Y~ F~ ~ -/1f" ~3~~1c~~ - - - AGE BUILDING CONDITION NEW NCRMAL BELOW ABOVE FARM Acre Value Per Vclue Acre Tillable zs S00 /z 5 FRONTAGE ON WATER Woodland I FRONTAGE ON ROAD Meadowland DEPTH House Plot ~ ~ a~0 ~ ~ ~ BULKHEAD Total ~ - - ~ - ------~~-~2 S --DOCK---.-.-_-- - ~ \ Y M ' { ~ ` s Tavares ,A?ssocia~es Resign Consulting : Project Management 3324 Santa Fe Street, Riverbank, CA 95367 (209)863-8928, fax: (209)863-8952 Wcb: www.rstavares.com RSTA JOB# 6097 AprII 7, 2006 554 [AGLC VALLEY RD k~7r~-°~~°>Ti.'~~ ~3~k~Tf~">~ P.O. BOX. 178 ORIENTAL AVE. • BEECH CREEK, PA 16822 FISHER ISLAND, NY BOILDEfl:CT. VALLEY H Of NEh, .~P wt tev 3.20 MPH WIND-3 SEC GUST, EXPOSURE'C' ~ ~ ~ PER ASCE 7-98/WFCM 95 ~i y~y~~y~~ ¦r,pr, ry 11 - 14~YYflY,~~~~NLYY~~YM~ ~fA26t INDFM Cover Page 1 Loading Summary 2 Wind Distribution per ASCE 7-98 3-5 Seismic loading 6-7 Allowable Diaphragm Schedule 8 Simpson Connector Design Values 9 Roof Diaphragm Design & Continuity Check 10-13 Shear Force Summary C 2^a Floor 14 - 'Shear Wall Uesign Q 2^~ Floor . 15-19 2^a Floor Diaphragm Design 20 2^~ Floor Diaphragm Continuity Check. 21-22 Shear Force Summary C~ 1~~ Floor 23 Shear Wall Design Q 1~~ Floor 24-27 15~ Floor Diaphragm Design 28 - 1~~ Floor Diaphragm Continuity Check . 29-30 Lateral Framing Connection 31-35 Foundation Shear Anchorage 3G Attached WFCM Supplement 37-42 Simpson Connectors 43-48 Total of 51 PAGES - ~u,i, ii0i0 OgIFN,S~, ,~.,r~t~~~s; n~wis,-s~~ira;•~. s•rtu~c,t's. O~~ aNl CONK/s'(."PO/f CAIN /iP.' ,ti'f,//1S'l7'CU7'L'U IV l'/'/1 EQUtIL OX UL;'T%'G7t Hfll~DlveIIZL:'. IZ S TAVARES ASSOCIATES ~ TEL: (209) 863 6928 3328 SANTA FE STREET ~ FAX: (209) 6G3 8952 ` ~ RIVERBANK, CA 953G7 ~ AVARCS GRAVITY LOADING SUMMARY - ROOF: Roof Pitch @ Bldg = 7 / 12 8 ft Ceiling Ht ~°KI7L 15 psf Roof R Ceiling Assembly Dead Load °`'ceil 5 psf Ceiling Dead Load WWDL = 12 psf Wall Dead load wI;DL;= 12 psf Floor Dead Load - LATERAL LOADS TO ROOF FRAME: WINOS LOAD @ 120 mph, 3-sec Gust, Exp."C", 7 / 12 Roof. Pitch Per ASCE-7-98 I I Category II per Table 6-1 ASCEPg. 55 V 120 Equi. Basic Wind Speed (3 Sec Gust) K~I 0.35 Wind Directionality Factor, per Table 6-6 ASCE Pg.61 - I<~I 0.85 Velocity Pressure Exposure Coeeficients per Table 6-S ASCE Pg.G0 Up to Roof Mean Ht of 15' Elev. 1i~2 0.90 Velocity Pressure Exposure Coeeficients per Table 6-5 ASCE Pg.60 . Up to 23' Elev. I<Tt:- Lp Topographic Factor per ASCE 6.5.7.2 &ASCE 6.4.1-7 qhl 0.0025GJ<~I I<ZI Kz~ V2.1 Velocity Pressure (Ib/ft^2) per Ey.6-16 ASCE Py.32 Up to 15' Elev. Ib `Ihl =2C.6 2 R q1L 0.00256 K,~ 1<z2•KZ~ VZJ Velocity Pressure (Ib/ft^2) per Eq.6-16 ASCE Py.32 Up to 23' Elev. Ib - qh2 = 23.2 1iz P = gh~~GChf - GCpi) Desiyn Wind Pressure per Eq.6-16 ASCE Pg.32 psf RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 2 of HAVEN HOMES (FISFIER'S ISLAND - HEALTH CENTER) R & S TAVARES ASSOCIATES ~ v TEL: (209) 863 8928 3324 SANTA PE STREET FAX~(209) 863 8952 + RIVERBANK, CA 95367 ~ . AVARCS ARSixInri~4 Qni = 26.6 4nz = 28.2 MWRFS Loads GCpf GCpi GCpf-GCpi Pi Pz ELV.=15' ELV.=23' Wind Perpendicular to RidcOe (CASE A) Windward Roof' INT 0.21 -0.18 0.39 : -r=~ 11.00 EXi 0.27 -0.18 0.45 ` x~" s`~`$ .12.69 Leeward Roof INT -0.43 0.18 -0.61 -17:20 EXT -0.53 0.18 -0.71 -20.02 Windward WaIF INT 0.56 -0.18 0.74 19.68 EXi 0.69 -0.18 0.87 23.14 j Leeward Wall INT -0.37 0.18 -0.55 -14.63 EXT -0.48 0.18 -0.66 -17.56 MWRFS Loads GCpf GCpf GCpf-GCpi P~ Pz ELV.=15' ELV.=23' Wind Parallel to RidcOe (CASE B) - ' Roof 2 INT -0.69 0.18 -0.87 -24.53 _ EXT -1.07 0.18 -1.25 + : -35.25 Roof 3 INT -0.37 0.18 -0.55 -15.51 - EXT -0.53 0.18 -0.71 -20.02 Wall1 INT -0.45 0.18 -0.63 -16.76" EXT -0.48 0.18 -0.66 -17.56 . Wall4 INT -0.45 0.18 -0.63 -16.76 EXT -0.48 0.18 -0.66 -17.56 Windward Wall INT 0.4 -0:18 0.58 15.43 16.36 EXT 0.61 -0.18 0.79 21.01 22:28 Leeward Wall INT -0.29 0.18 -0.47 -12.50 -13.25 EXl" -0.43 0.18 -0.61 -1G.23 -17.20 NOTE : 1) AVERAGE OF INT & EXT IS USED. PLEASE REFER TO DIAGRAM OF PAGE 43 OF ASCE 7-98 FOR BUILDING SURFACE DESIGNATION RSTA#6097 STRUCTURAL CALCULATIONS .Sheet 3 of HAVEN HOMES (FISHER'S ISLAND HEALTH CENTER) ' R & S TAVARES ASSOCIATES - Y TEL: (209) 863 8928 > 3324 SANTA FG STREET AYARHS FAX: (209) 863 8952 ~ RIVERDANK, CA 95367 ~ assrarner•.c DISTRIBUTION OF WIND INTO MAIN BUILDING'S SURFACE ROOF PITCH 7 / 12 Cate A tlBa psl' 13.61 ps 1' lU_D psf / ~ 16.08 psf r ~59]psf 7.38 psf' v i• ~ 35'-U' JS'-0' zl.all„r Iv.ovp5t' zl.al~sr Iv.ovlJftr WIND PERPENDICULAR TO RIDGE Case 13 21.54 psf 17.77 psf 2784 sf ~/\\16.55 psf C IU.Bft psf / \ ~54G psf iS.ll' 3$'-IP 17.16 psr 17.16 InI' 17.16 psr 17.16 psf - 19.32 psf 15.23 psf 13.22 psf 14.36 psf so,_o. WIND PARALLEL TO RIDGE RSTAiiG097 STRUCTURAL CALCULATIONS Sheet 4. of HAVEN HOMES (FISHER'S ISLAND FIEALI"H CENTER) ~ R & S TAVARES ASSOCIATES R y TEL (209) 863 8928 3324 SANTA FE STREET 'AVA[tC5 FAX:' (209) SG3 8952 { RIVER[3ANIt, CA 95367 c,+} asg,N Irclt c DISTRIBUTION OF WIND INTO BUILDING uprn ~ ~I,rn ?l V IiP L=7R7 PLF V It P_'P°: 307 PLf ~ ~ ~ ~ ~ \ V ELR2 L=356 PLf ~ ~i g-I,~~ D~.m V PLItI ~ 206 PLf ~ srv.u~ - V fLRI_I'=206 1'LI~ - - TIiANSV EIiSE DIRECTION LONGITUDINAL UIRLC1lON TRANSVERSE SHEAR 1 IN 35'-0" DIRECTIONI vltF_T = (5.97 + 9.38). 7 351 + (21.41 + IGA9) ~ vRF_T = 307 plf \12 2J 2 ( vFLR2_"r~= (2L41 -F 1G.09)~ $ -t- ~ + I I ~ vFLR2_T=35G plF 2 2 °I'LIZI_'I':= 121AI + I6.o9)•I Z + 1 I vFLRI_T=2o6 plf LONGITUDINAL SHEAR (IN 50'-0" DIRECTION) ~'R I'_L (19.32 -F 15.23p 7 351 ! + (18.22 + 14.36)• s vRF_L = 307 plf \I2 2/12 2 12 22 8 The transverse shear in 12:12 roof pitch, "RF L = (8.37 -I- 13.16)~I 12 ~ Z I + (21.41 + 16.09)• ~ which is in bngitudinal dierection of the J .building and control vRF L=387 plf v 2L41 + 16.09)•I( 8 + + I The transverse FLa2_L ( \ 2 2 ) shear in 12:12 "FLIt2_L = 356 plf roof pitch, which / \ is in longitudinal vFLltl I (21.41 + 16.09)•1 ~ i- I I dierection of the v _ 206 plf 2 building and FLRI L -control UPLIFT Uµlill:- 25.821-15.35 AVERAGE UPLIFT 2 Uplift = 21 psf RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 5 of -HAVEN HOMES (FISHER'S ISLAND HEALTFI CENTER) R & S TAVARES ASSOCIATES w v TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 ~ RIVERBANK, CA 95367 AYAR.GS AFSIM'.Ifirl.e SEISMIC LOADS PER NYBC SITE CLASS D, SEISMIC USE GROUP I, SEISMIC DESIGN CATEGORY C p I Redundancy Factor per Section 1617.2 K G Cantilevered Column System per New York Code ,Table 1617.6 I~ LO Seismic Importance Factor per Table 1604.5 Ss 0.25 Per Figure 1615 (1) Fa 2.50 Per Table 1615.1.2 (1) Sms'= I~a'Ss Per Eq. 16-16 Sms ° 0.G3 Sds ~'Sms Per Eq. 1G-18 S - 0!t2 ds - S I 0.08 Per Figure 1615 (2) Fv 2.4 Per Table 1615.1.2 (2) ~srnl I'v'SI Per Eq. 16-17 S =0:19 ml Sd1:= 3'Sml Per Eq. 16-19 S 0.13 dl = J ~ - "I` 0:0214 q Per Eq. 16-32 T = 0. I45 Cs Sc-Is Per Eq. 16-35 C = 0.07 W li s Ic Cs_n»rx I d I Per Eq. 16-36 Cs max = 0.15 W - le O.SSI Cs min Per Eq. 16-37 - R Cs min = 0.01 W ~e Since Cs_min = 0.01 < Cs = 0:07 W < C _ = 0.1.5 W s max USE Scis _ 0'07 Ad'ust for ASD /1.4 CoeP I.4 1 ( ) SeisCoeF 0.05 RSl'A# G097 STRUCTURAL CALCULATIONS Sheet 6 of HAVEN HOMES (FISHER'S ISLAND FIEALTH CENTER) R & S TAVARES ASSOCIATES w r TEL: (209) 863 8928 3324 SANTA FE STREET FAX:-(209) 863 8952 - RIVL=RBANK, CA 95367 t~VARGS ` }4tgs~aeP.t VERTICAL SEISMIC FORCE DISTRIBUTION H I ft 112 8 ft 1iR 2 ft 1-IF = 10._ ft SeisCaef = O.US (I1~_1 WRDt.'50~35 + 2w~VDL'I ~ J(S0+ 35) 4VtRf _ 1000 \ Hz flll ~WCCiI + ~'FDL~'(50.35). 2wWDL'(2 + 2 J(50+ 35) W l2Fh~ I U00 + 1000 wtlt ff = 3a.a l lup wtzFl,. = a7.o9 kip VBASL'''=~WIIZI'+-Wl2Plr~•SeisCoef VBASE-4.08 kip WtRF'IIIZ f•Rf seis'= - 'VBASC FRf seis = 2.55 kip - WtIZf•Ii1Z + Wt2Flr'HI' - W(2FIr'HF' I'2FIr seis= 'VBASfi - f2FIr_seis= I.53 kip - WIRI"fIIZ+ Wt2Flr'IIF ~ Rf_scis' 10 )0 ' "RP_'I'_S 50 Seismic force go to roof diaphragm vtZF_T_S = 51 plf in transverse dierection v _ FIZI'_seis' 1000 Seismic force o to roof dia hra m RF_l,_S 35 9 P 9 vRF_L S = 73 plf in longitudirial dierection F2FIr seis' I OOU Seismic force go to 2nd floor "FLR2_T_S _ 50 diaphragm in transverse dierection "FLR2_T_S ° 31 plf _ -!'2Fh_scis' I UUU Seismic force go to 2nd floor "FLR2_L_S = 35 diaphragm in bngitudinal dierection ~FLR2_L_S = 44 plf Nole: In all cases are wind control, see sht. 5 for wind force RSTAit6097 STRUCTURAL CALCULATIONS Sheet 7 of FIAVEN FIOMES (FISHER'S ISLAND _ HEALTH CENTER) R & S TAVARES ASSOCIATES ~ Y TEL: (209) 863 8928 337.4 SANTA FE STREET ~ FAX: (209) 863 8952 I~IVERI3ANK, CA 95367 ~ ~ItiA,R,GS ALLOWABLE DIAPHRAGM DESIGN WALLIES ROOF DIAPHRAGMS - 5132" CDX OR OSB (24/0- EXP1) -USE PLY CLIPS @ PLY PANEL EDGES AILING SHALL BE 8d @ 6" E.N., & 12" F.N. OR ~ - 7/16"x2"x16Ga Staple @ 4" E.N., 8 8" F.N. LLOWABLE SHEAR= 165*1.4*4/3=308 PLF or 165*1.4= 231 PLF yAl_LOW_RI'_"I' - 30 Plf VA~LOW_RF_L~- 231 plf FLOOR DIAPHRAGMS /2" PLY OVER 1/2" PLY ,CDX OR; OSB (24/0- EXP1) , T&G EDGES OP PLY NAILING SHALL BE 7d @ 6" E.N.,& 12" F.N. OR EQUIV. OTTOM PLY NAILING SHALL BE 10Q @ 6" E.N.,& 12" F.N. OR 7116"x2"x16Ga Staple @ 4" E.N., & 8" F.N. LLOWABLE SFIEAR = 200*1.4*4/3=372 PLF or (200*1.4=280 PLF) VALI_OW_I'LIZ_"P~- 37 PIF Vr\LLOW_PLR_L~- 2~PIf ' SHEARWALL DIAPHRAGMS - 5/32" CDX OR OSB (EXP1) OVER FRAMING W/ 1/2" GYP. INTERIOR AILING FOR SHEATHING SHALL BE 8d @ 4" E.N.,B: 12" F.N. OR 7116"x2"x16Ga Staple @ 2" E.N., & 8" F.N. - AILINGFOR GYB SHALL BE 5d @ 4" E.N.,& 10" F.N. OR EQUIV. X FRAMING MEMBER RECEIVING EDGE NAILNIG LLO WABLE SHEAR = 350*1.4 + 125'= 615 PLF wl REDUCTION YPEIISHEARWALL PERFORATED ' 5/32" CDX OR OSB (EXP1) OVER FRAMING W/ 112" GYP. INTERIOR AILING FOR SHEATHING SHALL BE 8d @ 2" E.N.,B. 12" F.N. X FRAMING MEMBER RECEIVING EDGE NAILNIG 2 LLO WABLE SHEAR = 590`1.4+125 = 951 PLF w/ REDUCTION YPEIISHEARWALL PERFORATED 2)15/32" CDX OR OSB (EXP1) OVER FRAMING (ON BOTH SIDES) AILING FOR SHEATHING SHALL BE 10d @ 2" E.N.,& 12" F.N. X FRAMING MEMBER RECEIVING EDGE NAILNIG ~3 LLO WABL[ SFIEAR = 715*2*1.4 = 2002 PLF w/ REDUCTION YPEIISHEARWALL-PERFORATED RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 8 of HAVEN HOMES (FISHER'S ISLAND HEALTH CENTER) R & S TAVARES ASSOCIATES ~ ~ TEL (209) 8G3 8928 3324 SANTA FE STRL=I=T 'q~~A[ZES FAX: (209) BG3 8952 RIVERBANK, CA953fi7 4> nstiix~r,.rs;: ALLOWABLE CONNNECTOR DESIGN VALUES (BASED ON SP#2~ SIMPSON CONNECTORS A35 12- 8d NAILS Shear~IlowA35 60 LB H2.5 10- IId NAILS fensiu°allowl I25 365 LB MSTC52 48- 16d NAIhS "I'ensiunallowMSTC52:= 458_ LB MSTC28 3G 1Gd NAILS Tensiou~IlowMSTC28 31 I LB LSTA12 5- 10d NAILS EA. END Tension11low1.,STA12 G95 LB STHD14RJ 38- 16d NAILS ~ension~IlowSTND(4R1 388- LB ST6224 28- 1Gd NAILS "Censio°a11owST6224 254 LB STRAP 1 'I/4"X 'I G" 0.19" Ga '1'ension~IlowS'I'RAP = 50 LB 4- 8cf NAILS ON TOP OF _ CEILING JOIST 3- Sd NAILS AT EACH PLATE & AT MARRIAGE WALL HTT22 32- 16d SINKERS Tensionallowf1Ti22 = 3G9 LB LSTA24 18- 10d NAILS EA. END I'Pensiou111owLS'Pr124'= 123- LB RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 9 of HAVEN FIOMES (FISHER'S ISLAND ' HEALTH CENTER) ' ~ R & v TAVARES ASSOCIATES ' ~ TEL: (209) 863 8928 - 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERf3AIJ1(, CA 95367 ~AVARCS 'A$$r>t lAI3!S ROOF DIAPHRAGM DESIGN _ SHEAFZ IN TFZANSVERSE (a7 ROOF DIAPHRAGM 1 vltF T.=307 plf See SummaryinSht.5 4°RF •F•:= ~ ItI T"28 vvRF 'I' = 123 pif into Lines 2 & 3 - 2 35 - since wRF_T=123 plf < VALLOW_RF_T=308 plf R SFIEAR IN LONGITUDINAL Ccr~ ROOF"DIAPHRAGM v IZI:; I = 387 pif See Summary in Sht. 5 wKp L v Itf'_L; 33 ~°Ftf' L = 128 ptf into Lines A & B - 250 - since WRF' t = 12g pif < VALLOW_RF L ° 23I plf ]'RANSVGRSE 1o71`I..r 1 A 1 i T 60NGI"I'UUINAf. ' 14:12 1 1 Your aooo 7S7 1'L,: 01,11`IIM~4h1, ~I~VIIINGM 33' Z 1 _ ~ 75,. 17:12 i `IY 12:12 i 12:1 I zZ C U L 22i~ IF 7 50, 2 RSTA# G097 STRUCTURAL CALCULATIONS Sheet 10 of HAVEN HOMES (FISHER'S ISLAND HEALI"H CENTER) _ R & S TAVARL=S ASSOCIATES ' V TEL: (209) 863 8928 - 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 ~ AVt1RLS 45S1M iGf P.4 ROOF DIAPHRAGM 1 CONTINUITY CHECK MODULE'i0 MODULE CONNECTION Ca. ROOF RIMBAND :ALONG MATELINE NOTE :DEEP BEAM HORIZONTAL SHEAR ~~~n o vltl'_.I.=307 Plt M.~ ~.,.u.,a ~Iti L 387 Plt T~ ~'-~--~-~r~--- » r;~ IImo-„~ b F ~KPLL 33 conservative @ all matelines I'NIATI = 6383 Ib NIA"I'8 - ALLOW I6d,_natil 122~.I.G I.I F\LLOW t6d nail =.215 Ib 2ALLOW16d nail Spoci°kreq - .12 SpacingreC = 40.4 in - I'MA'M: I 50 SO, NEED (2) 16d NAILS PER 40 IN ROVIDE 2 16d NAILS PER BAY @ ROOF DIAPHRAGM 1 RIM CONNECTION - MODULE TO MODULE CONNECTION Ccil ROOF RIMBAND ' AT ENDWALLS ~ - NOTE :CHORD FORCE CONTINUITY 2 ~~IL I' L'33 - P ~ . d tension force to chord CI IOAD'= 28 I•CFI02D = 1831 LB SINGE I'CIIOItD = 1881 LB < Tensio°allowSl'G224 = 2540 LB ~ROVIDE ST6224 SIMSON STRAP RIMBAND (il GABLE END WALLS RSTA# 6097. STRUCTURAL CALCULATIONS . Sheet 11 of HAVEN HOMES (FISHER'S ISLAND HEALTH CENTER) R& S l-AVARES ASSOCIATES ~ i TEL: (7.09) 863 8926 ~ 3324 SANTA FE STREET I'AVARCS FA~C: (209) 863 8952 RIVF_RBANK, CA 95367 , ,t? ass;ri'Irr.c ROOF DIAPHRAGM DESIGN SHEAR IN TRANSVERSE Cat ROOF DIAPHRAGM 2 vttl' L = 3ii7 plF See Summary in Sht. 5 ARP I.'35 - \vRP T - - wRl' 'I' = 30R plf into Lines A ~ B _ - 2.22 - since wRF_T= 307.7 Plf < VALLOW_[tF_T = 303 plf SHEAR IN LONGITUDINAL ~ ROOF DIAPHRAGM 2 vRl; .I. = 307 plf See Summary in Sht. 5 WRF L vltF_T'~22 - tvRF~ L = 96 plf into Lines 1 & 3 - Z35 - since °vRF_L=9G plf < VALLOW_Rh'_L=231 plf TRANSVCRSf _ i071'LF ~ l~l--r_-_1 A i i i T LUNGI'rUDINAI. ~ ! I(1:12 ROUE i It00F 7Y71'LI; UTAPI IINOMi ~IAI'HRAGM 37i ' 2 ~ ~ 35, ' IZ 12 i WI E_i-~ 12:12 ~ 12.12 6 ~ I -2~y~ ,G 22 _ 50' 3 I ~ RSTA# 6097 STRUCTURAL CALCULATIONS Sheel 12 of HAVEN FIOMLS (FISHER'S ISLAND HGAL'fl-I CEN"fER) Y R & S TAVAItES ASSOCIATF_S F TEL. (209) 8G3 8928 3324 SANTA FE SCREET PAX: (209) SG3 8952 RIVERBANI(, CA 953G7 AV.4RG5 . ~ e!srnitir~~. ROOF DIAPHRAGM 2 CONTINUITY CHECK MODULE TO MODULE CONNECTION C)o ROOF RIMBAND :ALONG MATELINE NOTE :DEEP BEAM FIORIZONTAL SHEAR _ SKI' T' = 307 plf v IZP L = 337 p f 1iV ra ICI _ I'MA'I'G ~Rh,' 122 conservative @ all matelines PMA7.G = 3374 Ib ALLOWIGd_nail:= 122 1.6'1.1 ALLOWl6d uai1=215 Ib 2ALLOW IGd nail SpacinKreq - 'I2 Spacingrec - 76.4 in I'MAT6 I - 50 SO; NEED (2) 1Gd NAILS PER 76 IN ROVIDE 2) 16d NAILS PER BAY ROOF DIAPHRAGM 2 RIM CONNECTION MODULE TO MODULE CONNECTION Cod ROOF RIMBAND AT ENDWALLS NOTE :CHORD FORCE CONTINUITY - z 'OIiP I; 22 PC FIOILD a tension force to chord 1' - 669 LB 35 Cl-IORD - SINCE I'CI-IOIiD = GC9 LB < Tension ~ _ 2540 LB 11bwSTG2~4 - ROVIDE ST6224 SIMSON STRAP RIMBAND ~ GABLE END WALLS RSTAIt 6097 STRUCTURAL CALCULATIONS Sheet 13 of HAVEN HOMES - (FISHER'S ISLAND HEALTH CENTER) R &S TAVARES ASSOCIATES r ~ TEL: (209) 863 892£3 3324 SANTA FE STREET FAX: (209) 863 8952 ' RIVERBANK, CA 953G7 ~ tlV.9RE5 ~13StK IA'fPS SUMMARY SHEAR FORCE DUE TO ROOF DIAPHRAGMS (INTO 2ND FLOOR SHEARWALL) RI "fZF_"f' 2 INTO LINE 'I RI =3374 LB K2 ~IZP T'?x INTO LINE 2 R2 = 4294 LB Z IZ3 _ "RF_'I"(Z + ~ / INTO LINE 3 R3 = 76G7 LB RA "RF_I; 2 INTO LINE A RA = G770 LB R6 _ ARP I; 35 .INTO LINE B RB = G770 LB - 2 51-IGARWALL 2ND FLOOR RI 22 - l- _ 1 K~~? ~m--- ~ A (3) 2.4' + (2) 3.25' OPCN 5.5' (3) 3.25' i 1.1T OPEN (3) 3.25' OPEN 22' 3.1T 35 OYF:N 5.5'~ (2) 3.25' OPEN I~ 1211-P B E 22' 3 G 50' ~ - 1 2 RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 14 of ' HAVEN HOMES (FISHER'S ISLAND FIEALTH CENTER) R & S TAVARES ASSOCIATES ~ i' TEL (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES 4HSl'H 1.4X715 CHECK SHEARWALL & OVERTURNING (a) 2nd FLOOR (DUE TO ROOF DIAPHRAGM) Line 'I (2nd FLOOR): R = 3374 Ib L = 35 ft - I Sw' o¢a'+auxs ~mrrv rn szs s n. t'I I'sw -='3.25 - 3.17 LI = 22.03 ft ores of cN'I zr I r L mrtrv I Percentl'ufl_ht = L, Percenrlidl_h[ = 0.63 ] ~ , - Sw to s.x, orerv rto-r <-:r ~E\ ~sv „I ILalioel'Iccli ve 0.77 per Table 3B - V WFCM ~el7bclivc IZ°t1Oeflective'GIS See Shearwall Schedule °effective=474 plf It l ^ VI . L VI = 153- Plf ~ nefiective=474 Plf ShearWall ~ I For 35'-0" Perfa~ated ShearWall (w/ 77% Effective Shear) cni LINE 1 ' Lz`v = 3g ft Flwall = 3 ft Wall Height - 2 MO'I"'= Itl'Ilwtdl_F UpIiIl4~L~ MOT=77423 Ib-ft 2 2 NIR (1°WUI.J Iwell' LZ I + ~wRDL~'4' L2 MR = 95550 Ib-ft ? Ntlt = 63700 < MO.~ = 77423 Ib-ft There is OverTurning 3 NI ? M ~ TensionallowNI5TC52 = 4535 Ib or equiv. ' O"I" - _ R "I. 3 ~ T = 392 ib CENTERED @ 'I ST & 2ND FLOOR Lsw MODULES , @ GABLE END POST USE_MSTC52 Cot EA. END OF 35'-0" PERFORATED SHEARWALL (a 2nd FLOOR OF LINE 1 RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 15 of HAVENIZOMES (FISHER'S ISLAND HEALTH CF_NTER) R X41 5 TAVARES ASSOCIATES ' ~ TEL (209) 663 8928 3324 SANTA PE STREET AYARES FAX: (209) f1G3 II952 RIVERBANK, CA 95367 4} -aesra-iacs:, sllenlm'na.sr-nnm Line 2 (2nd FLOOR): , R2 = 4294 Ib LsW 33 - 25.5 ft Ili.ns "?"rzu ssie'eN I I n' r>ruN or~sl N'I;IJ 11' L2 LAW - 33.25 L2 = 12.25 ft - 111' 15' VPfN 1 _ L2 Percentfull_hl:= I. Percentfull_h[=0.56 Ry) rn~lrortN sw E-_,. ~~.N Rntio_ - 0.69 per Table 36 ~ a cFfective'- WFCNI - t'efl'ective'= It~t1OelTectiv~G15 SeeShearwall Schedule °effective=424 plf R2 v` - V2 = 351 Plf ~ °effective = 424 plf ShearWall ~ L2 For 22'-l1" Perforated ShearWall Iw/ G9% Effective Shear) ~ LINE 2 Lsw = 22 ft IiWall 8 ft Wall Heiyht - 2 MO3~:= R2•I-Iwall + UpIiR•4, Lsvv MO•r = 54276. Ib-ft 2 2 2 MR (vvWDL'I Iwall' LZv l + ~WR.DL~'`{' LZv N11r = 37752 Ib-ft ? Mlt = 25168' - < MO~1• = 542'6 Ib-ft There is Overturning 3 2 < Tension~IlowMSTC52 = 4145 Ib or equiv. NI O.P - J NI IL T 'r = 1323 Ib CENTERED @ 1ST & 2ND FLOOR i'sev MODULES , @ GABLE END POST USE MSTC52 an. EA. END OF 22'-0" PERFORATED SHEARWALL Ca) 2nd FLOOR OF LINE 2 RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 16 of HAVEN HOMES (FISHER'S ISLAND FIEALTH CENTER)' R & S TAVARES ASSOCIATES Y "DEL (209) 863 8920 332h SANTA FE STREET AVARGS FAX: (209) 863 6952 ' RIVERBANK, CA 95367 ~ ',a.gsiw.~,5,rn.E .511IAIlW~I I.nn E•^FII ~Nt Line 3 (2nd PLOOR): - 1 j 0.,r- " OIE<'alll #SY X`I:N K 7C,G7 Ib L, 35 ft m~~5' sw' I]' VPk'N UI, ES( ' tN`RN I EE' ' L3 Lsw - 3.17 L3 = ~ 1.33 ft ,.I: n~ lN•I[N [ ~ I f L 1 LJ~ I'erccnl ~ Percent - 091 a„:r pl,(N ' sw ~e--~,. Ir Ratio 0 ~)1 per Table 3B ' a effective WFCM r'efl'ective Kauoeliective'615 See Shearwall Schedule ueffective = 560 plf R3 - V3 Ili VZ = 351 plf ~ uetTective ° SGO plf ShearWall For 35'-0" Perforated ShearWall (w/ 91 % Effective Shear) na LINE 3 tsw = 35 ft t Iwall 3 ft Wall Height 2 MOO•:= IZ2•I-Iwall+Uplill~4•LZ MO.f:=54783 Ib-ft 2 2 ~9IZ (vvWDL'I Iwall• LZ ~ + ~'vRDL~ 4~ L2 MIZ = 95550 Ib-ft Nllt = 63700 < MOT = 84733 Ib-ft There is OverTurning 2 ~ "I'ensionallowM5TC23 10351b or equiv. MOO, _ 3 MIZ 'I':= T = 602 Ib CENTERED @.1ST & 2ND FLOOR Lsw MODULES , @ GABLE END POST 2 L 2 ~tR (tvW UL~I-hvall' LZ ~ + ~`vRDL + wFDL~'I 2 + 22~ sw MIZ = 182331 Ib-ft 4 2 .2 MIZ = 121338 MOT = 34733 Ib-ft There is NO OverTurn ing 3 USE MSTC2t3 a(7 EA. END OF 35'-0" PERFORATED SHEARWALI (7a 2nd FLOOR OF LINE 3 AND USE LSTA24 a(7 EA. KING STUD OF THE DOOR TO RIM Gil LINE 3 RSl"AI/ 6097' STRUCTURAL CALCULATIONS Sheet 17 of HAVEN HOMES (FISHER'S ISLAND IIEALTFI CENTER) R & S TAVARES ASSOCIATES ~,~,F Y "fEL: (209) 863 8928 3324 SANTA FE STREET ~I'AVARES FAX: (209) 883 8952 RIVERBANK, CA 95367 "77 c,+'~' ~,gixt.r~; Line A (2nd FLOOR): R,-, RFl=6770 Ib Lsw:=46.5 ft ,..z,.'+Ri~u'nreni ' ans'I - rsm ixmrv ~z„ z. LA Lsw - 23.25 - 3.2.33. LA = 33.01 ft 1 a+:rv [ z~ ` 1 ~ LFl ~~,;rv f I . f crcentfull ht - PercentFull_ht = 0.71 - Lsw I 6, szs imrrv ~-zz O Ratio, - 0,77 per Table 36 b cilcclive'- ~ WFCM °ePl'ectivc:=l2al'°eftectivc615 See ShearnallSchedule ueffective=`174 Plf RA Vf~ IJA VA = 205 plf < ueffective = 474 Plf ShearWall 1 For 48'-8" Perforated ShearWall Iw/ 77% Effective Shear) (ci7 LINE A Lsw = 46.5 ft hlwall 8 ft Wall Heighl ~ L 2 NIO-I•:= RA~I-Iwall+Uplill..3` ~ 2 NIOT=248887 Ib-ft 2 2 NI = w ,li 1'sw l + w 35 Lsw Mtt = 182831 Ib-ft R~ ~ N~DL wall' 2 J ~ RDL~' 4 2 ZMIt =\163790 < N1O3.=248887 Ib-ft There is OverTurning 3 NIO.F - ? 0~I It < 'fensiooallow5l'HD14R1 = 3885 Ib or equiv. 3 I = T = 1830 Ib Tension 4585 Ib or equiv. Lsw allowMSTC52 = ' LOCATED @ GABLE END FACE LINE A USE MSTC52 Ca EA END OF 46'-5" PERFORATED SHEAR WALL (7a 2nd FLOOR OF LINE A USE STHDI4RJ G>7 SHEARWALLALONG LINE A ('7a 1ST FLOOR fa~3 5' INSIDE THE RIGHT END OF LINE A RSTAtO 6097 STRUCTURAL CALCULATIONS Sheel 18 of HAVEN EIOMES (FISFIER'S ISLAND HEALTH CENTER) R & S i~AVARES ASSOCIATES ~ YTEL: (209) 863 8928 3324 SANTA FF_ STREEf I'AyARes FAX: (209) 8G3 8952 RIVERBANK, CA 95367 777 ~ ass\A'rnr;zs p SIIR~RWNJ.ia3N flJ%R Line B (2nd FLOORI: I R,-.~ + - R13 = 6770 Ib LsN,:= 22 ft ai=r+ui\:rorre n,~:r Ll1'- Lsw - 23.25 LB = 15.5 ft orl..la I oii+i+'I it I?. L nrr:e l5 _ Percenffull_ht ~ Percentfiill_ht = 0.7 SW C1l.Ti urerv ftn-~ I, ~El' J Rati°elTeclive 0.77 per Table 3B Hr-~ WFCM " V ~eflectivc Kaboeffectivc G 15 See Sh`earwall Schedule effective - 474 plf R tf V6 - VI3 =x137 pl( Deflective = 474 plf ShearWall ~ ~LB. For22'-0" Perforated SflearWall (w/ 77% Effective Shear) (a) LINE B Lsvv = 22 ft I Iwall 3 ft Wall Height 2 MO.1~:= RB~tlwall -F U~IiFl.35 Lsw I 4 2 NIOT = 17745 Ib-Ft 2 2 LsW 35 Lsw M = 245636 Ib-ft MR ~WWDI; I-Iuvall' 2 ~ -~.~wRDL~'. 4 ' 2 ~ ? MIS = 36663 < MOT = 97745 Ib-ft There is OverTurning 3 2 N10`I' - 3 Nlli < Tensio°allowMS'CC52= 4535 Ib or equiv. 7~ "I' = 277E Ib Lsw LOCATED @ GABLE END FACE LINE B USE MSTC52 (a1 EA END OF 22'-0" PERFORATED SHEARWALL Ca) 2nd FLOOR OF LINE B RSTA# 6097 STRUCTURAL CALCULATIONS . Sheet 19 of HAVEN HOMES (FISHER'S ISLAND HEALTH CENTER) i R & S TAV I RES ASSOCIATES ~ TEL: (209) 863 8928 3324 SAN"~ FE STREET AVAIiG$ FAX: (209) 863 8952 RIVERf3AN~(, CA 95367 ns~rx7nrs~.s 2nd FLOOR DIAPHRAGM DESIGN 'r ~rxnesvrxxe ShIEAFZ IN TRANSVERSE 2nd FLOOR DIAPHRAGM "FLR2_"I - 356 I plf See Sumrnary in Sht. 5 P _ 2nd fl or dia hra m art 2: M °vFLtt2_" vl~Lft~_T'S0 + R3' S0) 35 `vFLR2_T = 377 plf into Lines 1 since V°lrl,lt2_'I' ° 377 plf VALLOW fLK_L ° 2~0 If locking nd floor dia hra m 11' from line 1 2nd fl or diaphragm part 2 `'I'LFt2 T'S0 22 t `vl'LK2_ ' _ ~ 2- + R3' 50).35 `vPLR2_T ° 35t plf into Lines 2 since wl\\;I R2 T=351 plf VALLOW FLIt T=372 If i - - _ SHEAR I LONGITUDINAL ~ 2nd FLOOR DIAPHRAGM vFLR2 L ° 35~' plf See Summary in Sht. 5 w "PLa2_L'35 w, 125 plf into LinesA & B FLIt2_t ~ 250 CLI22_L - since _ _ 125 plf < V - 2R0 l plf PL,K~ L ALLCIW PLR L - ixmrsvnnse ~a: w.t _I n) f ~ new j/ IN~N.I~ f - . _µ.uu 1 ' li' j ~ , ~~/~~i' jy% -==-~i ~F ~ ,x~ _ c~ U RSTA#60 7 STRUCTURAL CALCULATIONS Sheet 20 of HAVEN H MES (FISHER'S ISLAND HEALTH ~ENTERI IZ & S TAVARES ASSOCIATES ~ Y TEL (209) 863 8928 3324 SANTA FE STREET ~'AVARES FAX: (209) 863 8952 RIV[R6ANK, CA 95367 ~ ~ggt~y;,,-,:,4 2ncl FLOOR DIAPHRAGM PART 1 CONTINUITY CHECK MODULE TO MODULE CONNECTION (cil FLOOR RIMBAND :ALONG MATELINE NOT[ :DEEP BEAM hIORIZONTAL~SHEAR - '"""`A` 1~~~-1 0 vFLR2_9' = 35G plf a.~,~~ n,Ra.~~~ . gj;~~M' vPLR2_I. = 35G P ,M ,:."'ry , T;t E I I'MA'f( = vt~LR2_L,'33 conservative @ all matelines t~Mf\'CE = 5it78 Ib ALLOWt~olt:= 1030 ALLOWholf= 1030 Ib ALLOWbolt Spacingi.e1l Spacingfeq = 9.2 ft I~N1A'1'E 511 - ~ROVIDE 1/2" DIAM. THRU BOLTS @ B' O. c. 2ndFLOOR MATELI E BEAMS ON SITE - MODULE TO MODULE CONNECTION an 2nd FLOOR RIMBAND AT ENDWALLS .NOTE :CHORD FORCE CONTINUITY 2 '~PL.R2 1:33 I', - 3 tension force to chorcl l.I IUKD 23 rCl-iORD = 1732 LB SINCE I'CI10RD= 1732 LB < '1'ensiou ~ -''540 LB nlluwSTG2~4 - ` ROVIDE ST6224 SIMSON STRAP RIMBAND GABLE END WALLS RSTAitG097 STRUCTURAL CALCULATIONS Sheet 21 of FIAVEN HOMES (FISHER'S ISLAND I-iEALfI-I CENTER) R & S TAVARES ASSOCIATES v TEL: (209) SG3 8928 3324 SANTA FE STREET FAX: (209) 863 8952 ~~A.a~s + RIVERBANK, CA 95367 ~ ~ns~r._te,rt.,s 2nd FLOOR DIAPHRAGM PART 2 CONTINUITY CHECK MODULE TO MODULE CONNECTION (c7 FLOOR RIMBAND :ALONG MATELINE NOTE :DEEP BEAM HORIZONTAL SHEAR ~a"`~`"" -o ~PLIL2 L _ 35G P ,xm, .~~,.P _ _ T1 T~• ~ - . _ ~ -c I~F--"-'I. c~ w ~ "FLR2 9'•50 23 I'Nli\'I'I 2= -F R3. 50 PMATL' = 13200 Ib ALLOWhc~It:= IQ30 - ALLOWOoIt= 1030 Il) ALLOWholt SP~+cin~feq I• - Spacinoi.ccl = 4.1 ft . NI Fl'fC 50 - ROVIDE 112" DIAM. THRU BOLTS @ 4' O.c. @ 2ndFLOOR PERIMETER BEAMS ON SITE MUDDLE TO MODULE CONNECTION a. 2nd FLOOR RIMBAND : AT ENDWALLS NOTE :CHORD FORCE CONTINUITY t'PLI22 9'•SOZ 83.50 + ~ChIOKD'= 8 4 tension force to chord f'CI-IORI) = 5919 LB 35 I•CI-IORU - 5919 LB ILL COMPARE TO SHEAR FORCE NEED TO TRANSFER AND DESIGN, SEE SHEET 33 RSTAlPG097 STRUCTURAL CALCULATIONS- Sheet 22' of HAVEN HOMES (FISHER'S ISLAND IiEAL'll-I CENTER) R & S TAVARES ASSOCIA fES ~ TEL: (209) 863 8928 3324 SANTA FE STREET ~ t~VA[Z.I;S FAX: (209) 863 8952 ' RIVERBANK, CA 95367 ~ '-~Ngi 1Jl.cre~°. ~ _ SUMMARY SHEAR FORCE DUE TO 2ND FLOOR DIAPHRAGM 50 IZ - 8906 LB RI_FLIZ2~-"I~LR2'1" L' ~ I FLR2- . K2_FLR2 - `'FLR2_.P. 20 IZ2_FLR2 = 8906 LB . IZA_I]LR2.'- ~'I]LIZ2_L' 2 RA_FLR2 = 6234 LB IZI3_PLR2 ~FLR2_L~ 25 IZB_I'LR2 = 6234 LB COMBINED SUMMARY SHEAR FORCE 1ST FLOOR SHEAR WALL IZI_E:OMB = RI R3~50 +Itl_FLR2 IZI_COMB= IG574 LB IZ2_COMIS= IZ2 + IZ3 SOI- IZ2_FLR2 IZ2_~OMB = 16574 LB IZA COMB )ZA -F IZA FLR2 RA COMB = 13004 B IZB_CO<\4B'= It l3 + IZB_FLR2 IZB_COMB - 13004 LB ' 51IFAItNALL li41"FLUOR Ifi' li,~p G'+ill'OPEN (2115' 92' l4) 3S OYGN +J.I]' OPF,N JJ' ~ ' Ji 1211-? r ~ p I /2 E SU RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 23 of HAVEN HOMES (FISFIER'S ISLAND HEALTH CENTER) I~ ~ 5 TAVARES ASSOCIATES ~ V TEL (209) 863 8923 3324 SANTA FE STREET FAX: (209) 863 8952 RIVCRBANK, CA 953G7 _ r~. r1~AI;GS A9.~lH I.S CHECK SHL'ARWALL & OVERTURNING (c>71ST FLOOR - Line 1 (1st FLOOR): ~~~~a~.~]I ~I~~1,.~n ~1, R 1_COMLS - IC>57~I Ib Lsw.:=.35 - ft ~ + 0.~' LI Lsw-'13.5-3.42 LI =24.58 ft :]iii unla Ip'fiN ~11T nl'b,N ]l' L I Perce°tfull ht - Percentfldl_ht = 0.70 I( tJsw pbl5'a}I]'UI'LN L x„-. Rntiocl'IeUive ` 0.77 Per Table 3B (JE~~~~U WFCM ' t]cllective Ratioeflcctive'~51 See Shearwall Schedule °effective = 732 plf V ' _ It l_COMI3 V = G7~4 Pif ~ u - 732 plf ShearWall- I 1 1 effective - 2 For 35'-0" Perforated ShearWall Iw/ 77% Effective Shear) na LINE 1 -Lsw = 35 ft Hwall 9 ft Wall Height , M0~1, R I. 17 -i- R I t'LR2' Fiwall MOT = 137509 Ib-ft 2 2 2 NI = w ~17•Lsw + w .q-/t~sw + yv 4 Lsw M ='191100 Ib-ft R ~ ~ ~VDL 2 ) ~ RDL~ 2 ~ t•DL~ 2 R ? NIR = 127400 ~ MO•h= 137509 Ib-ft There is OverTurning MO•I• - 2 NI R < Tension~IlowSTHDI4R1 = 3385 Ib or equiv. T:= 3 T = 239 Ib INSTALLED @ FOUNDATION WALL @ t.sv°. GABLE END USE STHDI4RJ Ca. EA. END OF 35'-0" SHEARWALL (a11ST FLOOR OF LINE 1 RSTAI/ 6097 STRUCTURAL CALCULATIONS Sheet 24 of HAVEN HOMES (FISFIER'S ISLAND HEAI_TI 1 CENTEf2) R & S TAVARES ASSOCIATES ~ ~ TCL (209) 8fi3 892II - 3324 SANTA FE STREET ~ ~AVARES _ FAX: (209) 863 8952 RIVERBANK, CA 95367 ~ ' -~assixra'rp.5 ' Line 2 (1st FLOORI: IZ2_COMB= 16574 Ib LSw,= 33 ft N~.1 O ...„r•~.N L.~ Lsw - 43.5 - 3.17 ~ L2 = 15.33 ft ~~~~r III I:N 1,2 t. 1 I'erce01full lrt,= Pence°1full 6t=0.48 - LSVV - ' PI!3' ~St) nl`fN erTable36 -C~ Rali°cl7~ectivc:= 0.66 P E WFCM , z vel~feclive Italiueffectlve'2002 See Shearwall Schedule ueffective = 1321 plf V It2_COt•4f3 V = 1047 Plf, ~ u ~ - 1321 plf ShearWall - M$ 2 1 2 eflecnve - , 2 For 33'-0" Perforated ShearWall (wl 66% Effective Shear) @ LINE 2 Lsw=:i3 ft flw~ll = 3 ft Wall Height MO3-:= It.2~ 17 + R2 FLR2 ~ MOT = 144244 Ib-ft - 2 2 2 NI = w ~ 17. Lsw + w .4, t'sw i w , 4 Lsw M = 1 69334 Ib-ft K ~ ~ 4VDL 2 ) ~ RDL~ , 2 ~ 1 DL~ 2 R -NI It = 113256 ~ M0.1,= 144244 Ib-ft There is Ove rTurn ing 3 ~40T - ? NIR < TensionallowSTHD14RJ ° 3335 Ib or equiv. T:= 3 T = 939 Ib INSTALLED @ FOUNDATION WALL @ Ls`v GABLE END USE STHD14RJ (n? EA. END OF 33'-0" SHEARWALL na.1ST FLOOR OF LINE 2 . f2STA# 6097 STRUCTURAL CALCULATIONS Sheet 25 of HAVEN fIOMES (FISFIER'S ISLAND fIEALTH CENTER) R & S TAVARES ASSOCIATES * Y TEL: (209) 863 8928 3324 SANTAFE STREET FAX: (209) 863 8952 RIVER[3ANK, CA 95367 ~ t1V,ARCS ~ASJ.ii IM'rj5 Line A (1st FLOOR): O ~ rz. IZA_COMl3= 13004 Ib Ls`v:= 5o ft l~ 1 6 n].IT OI'LH R,.-. ~O LA Lsw - ~ - 3.17 LA = 40.83 ft +,~,3' uP[N , LA I ]3' Percenlfull_ht _ ~ Percentlidl_Irt=0'82 sw Rn-~ Kal'oelTective 0'85 per Table 36 3~'-~~ , WFCM v ' °cflective = IZnti°el'Fective'~15 S@e Shearwall Schedule ueffective = 523 plf V _ IZA_CONII3 V =318 plf < u, -523 plf ShearWall q~~ A - I A effective - n For 50'-0" Perforated ShearWall (w/ 85% Effective Shear) on. LINE A Ls`v = 50 ft Ilwall = 8 ft Wall Height 2 35 Lsw P-10-I•:= KFl~ 17 a- RA_FLR2't-Iwall Llplifl~ q ~ 2 MOT = 390105 Ib-ft 2 2 2 Lsw 35 Lsw 35 Lsw MR _ (`"WDL' I7• 2 I + ~wRDL~' 4 ' ~ + ~`"PDL~' a ~ Z N[R = 5503!3 Ib-ft ? NI IZ = 366875 > MO.I• = 390105 Ib-ft There is OverTurning 3 2 Tension 3885 Ib ar equiv. MO-I----M1Z ~ nllowSTFID14R.1= I':=, 3 •f=465 Ib _ Lsw LOCATED @ GABLE END FACE IJSE STH014R.J Ctil EA. END OF 50'-0" PERFORATED SHEARWALL fa 1ST FLOOR OF LINE A RSl'Aff 6097 STRUCTURAL CALCULATIONS Sheet 2G of HAVEN HOMES (FISHER'S ISLAND - HEALTFI CENTER) R & S l"AVARES ASSOCIATES ~ TEL: (209) 863 6928 332h SANTA FE STREET - ~tYARCg FAX: (209) 863 8952 RIVERCiANK, CA 953G7 ,777rS .ass;rr'i,xexs Line A (1st FLOORI: RA_coMU= 13ooa lb Lsw,:= so ft 1' x.-r 4'. SIr M'IN hA=Lsw-G-i,l7 LA=40.83 ft m~\ is r I].]' wren n 1'fN LA I Nercenllull_lit'= L Percentfidl_ht ° 0.82 sw' - a]es.]rr an:x Re_r Kauoeffective 0.85 per Table 3B ~°r WFCM ' U ' °effective Rati°elTective'GI5 See Shearwall Schedule °etFective - 523 plf _ 1tA COMB V~~. I, VA=318 plf < - °effective=523 plf ShearWall A .For 50'-0" Pertorated ShearWall (w/ 85% Effective Shearl ~ LINE A Lsw = 50 ft 1-lwall 8 ft Wall Height 2 NI IL ~ 17 + R FI + Uplilt• 35 Lsw M = 390105 Ib-ft O'I' A A_FLft2' wall .L 2 OT 2 2 2 Lsw l 35 Lsw 35 Lsw n~It (wWDL' I Z z J + w+'ILDL~' 4 ' ~ + ~wFDL~' ~ ' 2 Mlt = 550313 Ib-ft 3 Mlt = 3GG875 > MO•F = 390105 Ib-ft There is OverTurning nq 2 nl ~ Tension 3885 Ib or equiv. . OT-- 3 li allowSTHD1aRJ = T 'f = 4G5 Ib _ Lsw LOCATED @ GABLE END FACE USE STHDI4RJ (ril EA. END OF 50'-0" PERFORATED SHEARWALL (a71ST FLOOR OF LINE A ' RSTAi/ 6097 STRUCTURAL CALCULATIONS Sheet 2G of HAVEN HOMES (FISHER'S ISLAND - HEALThI CENTER) R & SI"AVARES ASSOCIATES ~ v TEL: (209) 863 8928 _ 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 ~ r~1VA,[ZCS Line B (1st FLOOR): N~rna,.,.~,.a~°~~~~~~ R: RB-CONI13= 13004 Ib Lsev:= 50 ft j 1 L = I,. -4-3.5 - 3.17 L 32.33 ft 1)I`I:N - B L Peroeutl'ull lll = Pen~en[full ht = 0.66 - Li$w NLLyayO'U'L:N R..-~ -{mil Ratioeffective 0'75 per Table 36 ,~f ~X WFCM uelleclive = KatioelTective'615 SeE: Shearwall Schedule ueffective=461 plf V - IZF3_C'OMB V =396 P1f ~ u, -461 pit SltearWall p,~, B L B c,llecuve - B For 50'-0" Perforated ShearWall (wl7~.i°/n Effective Shear) an. LINE B Lsw = 50 ft 1 Iw,i11:= 8 ft Wall Height ~ 2 NI It 17 + R FI + Uplili~ 35 Lsw NI = 390105 Ib-ft . O"I' B D_FLR2' wall 4 2 OT 2 2 2 1'sw 11 35 Lsw 39 1'sw NI IL ~b°W I7L' 17• 2 J + ~wRDL~' q ' 2 + ~wPDL~' 4 ~ 2 NI [t = 550313 -Ib-ft ? M It = 366375 Mpr = 390105 Ib-ft There is OverTurning 2 'tension 3335 Ib or equN. MO"I'--nIK ~ allowSTl-ID14RJ=~ .I' 3 T = 465 Ib 1'sw, LOCATED @ GABLE END FACE USE STHD14RJ HOLDDOWN Ca. EA END OF 50'-0" PERFORATED SHEARWALL (a~ 1st FLOOR OF LINE B RSTA116097 STRUCTURAL CALCULATIONS Sheet 27 of HAVEN HOMES - (FISHER'S ISLAND HEALTH CEN'iER) R % S TAVARES ASSOCIATES ' ~ TEL: (209) 863 8928 332<I SANTA FE STREET ~ AVA2CS FAX: (209) 863 8952 RIVERBANK, CA 95367 + -assu+lars:°. . . 1st FLOOR DIAPHRAGM DESIGN °HEAR IN TRANSVERSE 1st FLOOR DIAPHRAGM "PLltl_'I' - 20C plf See Summary in Sht. 5 "~LRI_T•50 wFLRI T `vFLR1,T - 147 plf into Lines 1 8 2 - 2'35 since wPLRI_'1.= I<17 plf VALLOW_PLR_L-280 if Note: The allowable shear of the whole diaphragm is controled by part2 in this diection SHEAR IN LONGITUDINAL an 1st FLGbR DIAPHRAGM "I'L,It I_I. = 2116 plf See Summary in Sht. 5 w "FLRI_L•~33 w, - G8 plf into LinesAr& B PLRI_L,`- .2.50 I'I,RI_L- ~ since `vFL,RI_L=68 Plf ~ fVF\LLOW_FLR_L-230 If TRANSVERSE 2U6 PLF A ' ' Is'flAOlt I° fWOR UTAI'IIRAUNI UTAPI IIIAGM ~ PAICI' 1 PAICI' 3 WNGII'UOMAL 33 35' E~ I U E' zz•~~ I\ ' so' RSTAfk6097 STRUCTURAL CALCULATIONS Sheel 28 of HAVEN HOMES (FISI-IER'S ISLAND HEALTFI CENTER) R & S TAVARFS ASSOCIATES ~ ~ TEL: (209) 803 6926 3324 SANTA FL" S"iREET ~'AVARi S FAX. (209) 1363 6902 RIVI=RBANI< CA 95367 7 ty~' ~,as~n7 . 1st FLOOR DIAPHRAGM PART'1 CONTINUITY CHECK - MODULE TO MODULE CONNECTION Co. 1st FLOOR RIMBAND :ALONG MATELINE NOTE :DEEP BEAM FIORIZONTAL SHEAR m'"~;;"'" T 1 + 1~ 1 + 11 T~ ~----~--~,~-F ,.1~ . ,R .~.m I' °•I'Lltl_L'35 `T p -=7G09 Ib NIA'LI - ~ conservatlve @ all matelines MA'I'D ALLOWbolt:= 1030 t\LLO\Vbolt= 1080 Ib ALLObVbolt Spacingi.e~ P Splcingfeq = I S - ft MA"I'l: 50 ~ . ROVIDE 1!2" DIAM. THRU BOLTS @ II' o.c. C~ 1st FLOOR PERT ETER BEAMS ON SITE - MODULE TO MODULE CONNECTION C~ 'IstFIOOR RIMBAND ' AT ENDWALLS NOTE :CHORD FORCE CONTINUITY z ~'ILltl L'J3 ICI-IUIZD ~ - 28 tension force to chard FCI-IOIZD - lOl)3 LB SINCE L'CI IOIiD = ]003 LB < 'I'ensionallowS"1'6224 ° 2540 LB ROVIDE ST6224 SIMSON STRAP C~ RIMBAND @ GABLE END WALLS RSTA# G097 STRUCTURAL CALCULATIONS Sheet 29 of HAVEN FIOMES (FISHER'S ISLAND ' FIEAL'iFl CENTER) R & S TAVARES ASSOCIATES ~ a TEI_: (209) 863 897.8 3324 SANTA FE STRLF_T A~+ARGS FAX: (209) 663 8952 RIVERBANI(, CA 95367 i,~+ -~.~~~~%rsrk.. 1st FI_OOF2 DIAPHRAGM PART 2 CONTINUITY CHECK - MODULE TO MODULE CONNECTION Cat 1st FLOOR RIMBAND :ALONG MATELINE NOTF_ : DF_EP BCJAM HORIZONTAL SHEAR 1 x'1'1-.RI_'1'=206 PII vl'LKI 1,=206 Plf m,.,. ~ _ Ty rJ~ s { ~ U "rt.llt 'I"50 I'NV1'fl 2 - conservative @~all matelines FNIr\TE = 5156 Ib ALLOWbolt:=1030 ALLOWholt=1080 Ib ALLOWboh Spacingmil I, Spacingfeq = 10.5 ft MA'1'I 50 ~OVIDE 11'1" DIAM. THRU BOLTS @ 8' o.c. 1st FLOOR PERIMETER BEAMS ON SITE - MODULE l"O MODULE CONNECTION Cad 1stFLOOR RIMBAND' AT ENDWALLS NOTE :CHORD FORCE CONTINUITY 7 - `~PLILI 'f`SU' PCIIOItD 3 tension force to chord P 1342 LB 35 C11Of:.D - SINCE I~C'I-IORD= 1842 LB < Tension -2540 LB allows"['G2.. I - °ROVIDE ST6224 SIMSON STF2AP (a~ RIMBAND GABLE END WALLS RSTAS 6097 STRUCTURAL CALCULATIONS Sheet 30 of HAVEN FIOMES (FISHER'S ISLAND HEALTH CENTER) R & S TAVARES ASSOCIATES r ~ TEL: (209) 863 6923 332n SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 ~ .AVi~RGS ',4yStM't 475'.. LATERAL FRAMING CONNECTION LOAD FROM WIND ROOF RAFTER TO TOP PLATE CONNECTION A.) TO RESIST SUCTION l~suction = 2r' PSF Suction when wind is parallel to ridge. See Sht. 5 Nel ~=-p 35 IG _ w 35 IG 2 Net = 137 Ib suction' sucliod 4 12 ( RDL' 4 12) 3 suction PER RAFTER SINCE Netsuc[ion = 137 .=fib < Shearbolt:= 40 Ib OK SINCE Netsuction = 137 Ib < 'l'ensionRllowSTRAP = 500 Ib OK rovide 112" Bolt @ Each End of Each Rafter to Ceiling Joist & rovide 1 1!4" x 16" x 0.019" Ga Strap @ Top of Each End of Ceiling Joist to DBL op Plate Over Plywood B.) TO RESIST SHEAR wRf; L = 122 plf SHEAR TO END OF DIAPHRAGM. SEE SHT. 8 hshecar:= 6°lil'_L' 12 plf Rsheear= 162 LB PER RAFTER 'I'oei~.511':= 0.833&3 (3) 1Gd Toe Nail - Toenail = 2l9 LB SINCE t'shecar=lG2 LB < Poeiiai1=219 LB OK rovicYe (3) 16d Toe Nails @ Ea. End of Ea. Ceiling Joist to Double Top Plate RS'rA#G097 STRUCTURAL CALCULATIONS Sheet 31 of HAVEN HOMES (PISHL=R'S ISLAND HEALTH CENTER) R & S TAVARES ASSOCIATES Y TGL: (209) 8G3 8928 ~ FAX: (209) 8G3 8952 337_<t SANTAFE STRL=F_T t1VARC5 RIVEI~BANI(, CA 953G7 ~ •.~,gscs-isr=•s WALL STUD TO DBL TOP PLATE ° SILL CONNECTION (TO RESISIT SUCTION -only at 2nd Floor - I'suclion = 2G PSF Suction when wind is parallel to ridge. See Sht.5 wFDL 2 27.5 GO Stud to Floor Rim Ncl . Ir' suction _k3OT [f suction - ~wRDL + s°ceil + 2 ) 3 4 12 - since Net 293 Ib 'Pension. - G95 IV LSTA12 @ GO" suction_6OT= allowLSTAl2 O.C. rovicle Simpson LSTA12 STRAP @ 60" o.c. on 2nd Floor Wall Stud to Floor Rim. he Same Stud Shall have the 1 114"x16"x0.019" Tension Strap on the Other End of kud to DBi TP --TOP PLATESPLICES wfZF ~•=244 plf k~O1°11O1IOd nail Lace 90 Ib Albwable 10d Common Nail for toe nailing COO1n1i0fOd nail lace Spacing - - • I Z Spacing = 4.4 ~°RP T ROVIDE MIN. 10d COMMON FACE NAIL ALONG DBL TOP PLATES @ 4' EACH SIDE ' F 4' STAGGERED SPLICE w/ Max. Q" o.c SPACING RSTA# G097 STRUCTURAL CALCULATIONS Sheet 32 of HAVEN HOMES (FISHER'S ISLAND HEALTH CENTER) R ~ S TAVARES ASSOCIATES ~ ~ fEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8957_ RIVERBANK, CA 95367 't1VARGS A:.Stx'11T~F.4 MODULE TO MODULE CONNECTION NOTE :SMEAR FORCE CONTINUITY ' A.) IN LINE A @ 2ND FLOOR 2 vl~Llt2 'i'S0 R3 50 ! - - F I~CIiOKp ~ 75 1 tension force to chorB I'CI~IORD ° 5919 I_B Control ILA = X770 Ib Shear force in IineA @ 2nd floor, recall from shL28 ItA STrau KA - I I Shear force need to transfer from line A @ 2nd floor diaphragm 50 part 2 to line A @ 2nd floor diaphragm part 1 STran = 5280 LB SINCL ICI IORD = 2960 LB < 'CensionallowMSTC28 31 I ( LB 2 ROVIDE (2) MSTC28 SIMSON STRAP @ RIMBAND IN LINE A CONNECTING 2ND FLOOR IAPHRAGM PART 2 TO 2ND FLOOR DIAPHRAGM PART 1 ~ T B.) IN LINEA@ 1ST FLOOR 2 "PLItI '1`511 1•CI IOIiD _ - 31 tension force to chord FCI-LORD - 1953 LB ConVol vPLR I_L = 206 Ib Shear force in line A @ 2nd (loot, recall from shL28 35 22 Shear force need to transfer from line A @ 1st fbor S-Iran = I vPLRI__L' Z) 50 diaphragm part 2 to lineA @ 1st floor diaphragm part 1 l STrau = 1588 LB SINCE I'CI-LORD = 1953 LB < Tension 2540 LB a11owST6224 = ROVIDE ST6224 SIMSON STRAP @ RIMBAND IN LINE A CONNECTING 2ND FLOOR IAPHRAGM PART 2 TO 2ND FLOOR DIAPHRAGM PART 1 RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 33 of HAVEN HOMES (FISHEF2'S ISLANp HEAI_ll-I CENTER) R & S TAVARES ASSOCIATES ~ Y TEL: (209) SG3 8920 , - 3324 SANTAFE STREET AYAILES FAX: (209) 863 0952 131VLRBANK, CA 95367 ~ pggrgynrr•. C.) IN LINE C @ 1ST FLOOR z `~PLILI 'f SO FCI101ZD 33 tension force to chord. FCHORD = ~ 953 LB IZA CONI13 = 13004 Ib Shear force in line A @ 2nd floor, recall from sht.28 35 23 Shear force need to transfer from line A @ 1st fbor S"1'ran _ "FLltl_L' 2 50 diaphragm 2 to IineA @ 1st floor diaphragm 1 Control STran ° 2021 LB SINCE S"Fran = 2021 LB'' < Tension211owMS'I'C52 - 4585 LB ROVIDE MSTC52 SIMSON STRAP @ RIMBAND IN LINE C CONNECTING 1ST FLOOR IAPWRAGM 2 T02ND FLOOR DIAPHRAGM 1 + 1 . ~I i i D.) IN LINE D, E @ 2ND FLOOR J ~r~ e vl'I It2_I = 356 plf Longitudinal shear force into 2nd floor diap., recall from sht.28 S"I'rnn = vVl 122 I I I Shear force need to transfer from line A @ 2nd floor diaphragm part 2 to IineA @ 2nd floor diaphragm part 1 Con Vol 5'I'ran = 3919 LB _ SINCE STrait = 3119 LB < ~1'ensionallowllTP22 = 525 LB ROVIDE HTT22 SIMSON TENSION TIE @ FLOOR JOIST& RIM IN LINE D R E ONNEGTING 2ND FLOOR DIAPHRAGM PART 2 TO 2ND FLOOR DIAPHRAGM PART 1 RSTA#6097 STRUCTURAL CALCULATIONS Sheet 34 of FIAVEN I-TOMES (FISHER'S ISLAND I-IEALTH CENTER) - R & S'fAVARES ASSOCIATES ~ YTEL: (209) 863 8928 , 332h SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 ~ AVA.RGS D.) IN LINE D, E @1ST FLOOR "FI,R2_L ° 35G plf Longitudinal shear force into 2nd floor diap., recall from sht.28 S'I'ran "I'Lit I L' I I Shear force need to transfer from line A @ 2nd floor diaphragm - part 2 to line A @ 2nd floor diaphragm part 1 Control STran = 2269 LB SINCE S9'ran = 2269 LB < Tensionallowl ITT22 369_ LB ROVIDE HTT22 SIMSON TENSION TIE @ FLOOR JOIST & RIM IN LINED & E CONNECTING 1ST FLOOR DIAPHRAGM PART2 TO 1ST FLOOR DIAPHRAGM PART 1 'kIZANSVEItSIi ' 35( PLF - - 1 1 1 A ~ I`~~I°LOOIi Is'PLOOR i UTAVHRAG DIAPIIIiAO ~ PART I LONOIIlIUINAL PART2 1 1 35G eLp ~ 33' 35' V 2 U 22'~~ ~ 3 so' , l 2 RSTA# 6097 STRUCTURAL CALCULATIONS Sheet 35 of HAVEN~IOMES (FISHER'S ISLAND HEALTH CENTER) R & S TAVARES ASSOCIATES ~ TEL (209) 863 8928 3324 SANTA FE STREET Ati:4ftC5 FAX: (209) 863 8952 RIV~RBANIt,CA 95367 ~ Si -,4sso+'isrr~c FOUNDATION SHEAR ANCHORAGE wRl' "I'+ vPLR2_"I'+ vFLRI_T~•50 Vbasel 2(35 - 2) Vhasel = G53 plf wRF_"f+vPLK2_'P+vF.LR.I_T~•50 Vb~se2 2(35 - 2) Vbase2 = G53 plf 'wRF'_L + vFLR2_L + vPLRI_L~'35 ubaseA'- 2•(50 - 2) VbaseA = 346 plf ~~'It4' I,+vPL,R2 1.,+~'FLRI_L~'35 VbctseB = 2(50 - 2) Vb~se6 ° 346 plf ANCHOR BOLT LINE 9 LINE 2 LINE A LINE B a/~" •diar~x 1~'f;i~ .16 o;C as^:o.c' = a2°'o.c. • ~a" oc~' 518" diam x 1B" 24" O.C. 24" O.C. 48" O.C. 4II" O.C. 314"diam x•18"~~w32"~O,C:` .32"-O,C~ "48" OCk '48"'O:CI 7/8" diam x 1II" 40" O.C. 40" O.C. 48" O.C. 48" O.C. rourui~nnoN 9nse sterna V_Gasc ~ V Geese 2 l -1- v_G,te_n._~ 33' 35, V_Gase_U ~ B 50' 1 2 RSTA#6097 STRUCTURAL CALCULATIONS Sheet 36 of HAVEN hIOMES (FISHER'S ISLAND hIEALTH CENTER) Table 2C Sfeear Capacities for Horizontal Diaphragm Assemblies Framing Species Prmuing Species ~ I~r:uning Species - Oz0.5U II,SD>Gz11A2 IIA2>G 11.{5 Din r0ra nu^, - V N y ' o Illucked ~ ~ Ifluckcd ~ 131ncked 0 0 .C .o p 7 a n 1'auel 13d a Nnil S ratio ~ in. _ (r' G 2'/:a 2^ C' fi 4" 2;4" 2" C' ( 4" ?%a' 2" Shoathing b0uurinl Shentlting Nail ILceommended Shear Capacity (pif)' 'I'hickncsa Size Sovcltn';d C _7/!3 SD 18(1 270 3fiU 570 C00' 1fi5 250 770 490 SSU' 155 2311 305 450 S10' 15/32 lOrl 215 320 425 64d 73U' 2U(1 295 390 59Ua 670' 185 27U 3(17 5:19' (20' Structural Shcalhing 7B &I 125 185 25(1 375 420' 115 !70 270 J'IS 385' 105 155 CIS 320 ]55r 8d lC0 24(1 32(1 480 545' 145 220 295 44(1 500' I:SS 20.5 27U 4117 4(Y 7/16 &I 1711 25S 340 5115 575r i55 235 315 4G5 530' I<IS 7.15 2911 430 490' IS/37. 8d 180 2717 3C0 530 G00' IC,S 250 3711 490 SSOr 155 270 305 450 510' lOd 190 2911 385 575' fi55s 175 205 355 571P GOS' I(r0 245 325 490' 555' 1)/32 IOd 215 32U 425 (4U' 730' 2011 295 390 .590" 671P IRS 27(1 3611 545t li2(I' G - Speoitic gravity of fraudug species. ~ f'or win<I Design, hlbul:ded valuos shall be permitted lu be increnseJ 4q'%. ' When panel edges an slaggercD over conunon frnming members xud tl;c lurid is wraliel to the tiamin I 6 membccs, hlbuhilcd values shall be ponuilled to be iucroased 33%. ' ]§:inilug ai ndjuiuiug pwwl edges shall be 3 inches nominal m wider auD nails shall he shlggereD. ' " Nai(spaci~:g nt edgos other than diaphragm beuudarics nnD conlinuuns panel edges ymnDlul lu hxul shall be pormilled lu ho C inches, 4 _ inches, nod 7 iuuhes inslrul af4 inches, 2-1Y2 inches; nuJ 2 inches res rcclivel Table ~C SI>tear Capacities for Horizontal Diaphragm Assemblies (Cont.) Shadhiug Nlalerlnl `I'hickuass Nail Di:grh'"rg"" Nail Spacing (in.) Itccommatdcd of lvlnlerial 9izc ConslrucliO° Shcnr Unp;icily (inJ - Pnnr.I lidgcs Inlenualinle (pll) Su r un'Ix Clypsnm Wnllbrnn'D I/2 Sd Cuolcr 14nils ur Unhluckal 7 10 7p ~ 1-I/4 DI wall Screws f.umbcr Sheelhhrg 5/8 or 3/4 Sd Cuounon Nails Slrni ~Irt Shealhin ~ 2 Pcr Sup roil 2 Pcr Supporl 50 Diuguird Shcalhing 2per Support 2 >cr Su r un'I 3(10 Special 2-Layer 2per Supporl/Layer 2per SupporULaycr G00 Din aural Shcnlhiu r - ' 'I'nhulnleA xhenr cupucily can be inclcascD W 9U df when ceilin framin, I g y wembcrs arc spaced no(nurrc than I(> inches eu cmda', per ICIIO itcpurt Nu. i874-89. - _ - AMERICAN WOOD COUNCIL RsTFl-~- da9T ~t/>s nr Yable ~Ei Uesign Criteria to Determine shear Capacities for Shearwall Materi~l~ 1 he sho u I r sist;uwr of wood she,u~wal Is shall bC Computed-usiug one of two ?mihnds: Ivlclhod 1. Shearwall Segment Mclhod. 1. Limitations. 'Coe lollowiug limilntions apply 1'0 the use of-Method I -Shearwall Segment,Method u. ' A vhe,irwall segmont sha]l be located nt each end of a shearwull. Openings shall be permitted to occur llcyond the cods of the shcarwall, however the-width of sitcJt openings shall not bo included in the width ol'Ihcshearn'all. b. Fur wind dcsigu, 17te shear capacity ofsltearwall segments sheathed on both sides with similar or dissimilar nndcrinls shall Cqual the sum of the unadjusted shear capacities for each side. ,For seismic desiyt, the shear capacity of shcm'wall segments shoaQted ou both sides wi(h similar materials is equal to _ two dotes the sheen oupacify of the side with the lowest shear capacity or the shear capacity of fhc side with the higher shear capacity. Por seismic elesign, summing dissimilar muterirds is not perntilled. c. Shearwall segmoxt[ aspect ratios shall be limited to the minimum aspecC ratio for the shealJting material on either side of the shenrwall. d. A shcarwall segment shnlLnot hove oaf of pleue (horizdnlal) offsets. 4Vhero out of plauc offsets occur, portions of the wall on each side of the ol7set shall be cousidet'e<l as separate Shearwall segntenl:,. o. C:ulh;cturs for. sheen U:msfer shall be provided through the ful( Length of the sheanvall. C Shearwall height, h, shall not exceed 20 Peet 2. shcarwall. Capacity. 'Chc total sheanvall oupacify shall be equtil to the unit shear capacity uFlJtc shcarwall scgmeula times lho sum of the Icngtlts of Pho sheanvall segmeu(s. Anchorage nod LoadPalh. Design of shenrwall nuchoraga and badpath shall conform to the rcquirenrents of this section, or shall be. cnlouhttod usiug priuciplCS of mecbauics. Wall fronting, sheathing, sheulhiug nttucbment shall be in accordauco with the requireutcn(s oft ~l: a. Uplift and Anchorage al Shearwall Segurent Pnds. Anchorage for upli(t 9'orces due to ovetiurniug shall be provided at each end o,f each shenrwall segatCnf. "l'he uplift nuchorage shall be in accordance with 2.24 $or coeh story the upl.ill fbrcq 1', shall becalcuhnerl in nccurdancc with the following: 'r=vhi(f.~ whcrc: 'I' = lmtsiuu chord uplift force (Ibs.) " V = shear I'm'ce in shcarwall (tbs.) L = shcarwall height (Il.) 1-; = sum ol7cngfhs pf'shcatwall segments (ft.) b. Auchortgo lirr iu-plane shear: The uuif shear force, v,lrnnsmilted into the. top of a ahetirwall segment, out of the base ril' the shcarwall, and info oollertors (drug sh'uLS) connceting shearwull segments, shall be cnlculalcd in nccordnucc tvilh the following: whcrc: , v = unit shear force (pIQ V shear force in shcarwall (Ibs.) t;i = sumtnPleuglhs of shearwull segments (ft.) c. Compression Chords. L'ach end of each shcarwall segment shall be designed fora. compressiuu I'uecq C, equal to the tension force,'1', calculated in 1[em 3a (above). d I o ul Path A loud p rlh to fhc found tliom sh:dl be providr,d for each uplift I'orct, T and f, for each shear lotc.c v, curl fur each aaupiessiun force, C. Llemenls restshng shcarwall forces crnrfribuled by multiple sloucs shall be designed 9br the sum of fm~ces contributed by each story. - AMERICAN WOOD COUNCIL - _ RSTf1 ~ 6oYT ~;8~5I . r r , , Mcdtod 2. Perflnnfcd shearwall Medtod 1. Limilutions. '1'60 following limitnl.ions apply to Ihe. use ofMethod 2 - Perforated shearwall Method a. A pcrfuruled shearwall segment shall be located al each end of a perforated shearwall. Upcnings shall he permitted to occur beyond the ends oftho-perforated shearwall, however the width of snch oycnings shall not be htcluded iu the width of the pcrhnll'e.d shearwall. ' b. d'r'oll;; r;hall be entirely sheathed wilt slruclurtl sheathing, inchldiug the areas-Obove and below windows and above doors. Areas above anc? below winduwsand/rn• above doors slmll he permitted lu reinnin unsheathed ii'the uarestt'anted ope'ting height is assumed to be the height of the unsheathed opuuing. c. For wind design, the shear capacity ol'shearwall seg«tenls sheathed ou both sides with similar ur dissimilar materials shall equal Lho sum of the unadjusted shear capacities for each side. For seismic duvl,n, the s6cu c IpacityuJ shearwall segments sheathed un borlt srdes wllh sunilat utate,riala Is equal to tvyo lanes fhc she a cnpaclly of the side with the lowest sheen c gtnt,ity ur the shear r np tcity of the sidv wllh Ihe highels6e a capully. 1'orscismic design, sunnning drssunilm ?tatcnals is not pcriui[led, u d. She uwall segment aspeut 1 ttlos sdtall be limited to the minimum aspect ratio for the.~hcathiug material onellhersidcol'lheshearwall. - fn e. A perforated slu u'wall shall notaHtvu out ol•plane (horizontal) of'f'sets. Where oaf ol'plane ol7sels occur, t'- IJ purtums of the wall un each sidv u1'dre offset shall be considered as scp trace jierlbraled shear'tvnlls. r~ - 1. Collectors for shear lransier shall be provided through the fill Icugllr of Ihe perforated shearwall. g. A purtix'atcd shearwall sliall have unil'ururtop of wall and bottom oi'wall elevations. Perl'ut'alcd [;l ;;6carwalls not having uniform elevations shall be designed by other ntelltods. _ =1 Jt. 1'erfm~ated shemwall height, h, shall not exceed 20 feet. i. 't'he unadjusted shear capacity of Ilse shearwall shall not exceed 800 p1P. Z. PercenC Full height Sheathing. The percent oJ' full Ireighl sltealhing shat l be ealcnlnted as the sum of widths of pectinated shearwall segments divided by the total width ofihe perforated shearwall including openings. 3. M;rsinunn Opening Flcight Ratio. The innxinumt opcuing height shall be ~hlkcn as the masimunrclear opening height - ~I. Adjnsled Shear Capacity. The adjusted shear capacity shall be calcnlalcd by nud[iplyiug the unadjusted shear capacity {ty the shear cap reify arljustmc«t factor iu Ihe fable below. hor intermediate percentages of full hcigltf sheathing, Utc values iu the htbic below are permitted to be interpolated. SLearCa aci Ad'usLmerrtFacfur Maxinunn IJnreslraiued Opcuiug Ileibht WinAorv llaigLt Dnor llcighl - Ilp Il/2 2}Iq SfVb [I - 8' Wall 2' 3" 'f U" 5' q" G-8" 8'-0" lU' Wnll 3'-d" 5'-U" 6'-N" $'-'I" 10'-0" ' 1'emnu Full- Shear Capacity ddjuslmen(Pachu' • Ileighl SOcalhing 0' LUO 0.67 O.SO II,4U 0.77 ~ ~ . _ IU'% 1.U0 0.!'J (1.53' 447 036 2U'%n L00 0.71 0.56 OAS U.TS 3U% 1.00 0.74 0.5J 449 IlA2 dll% IAII 0.77 0.(3 11.53 445 30"/0 1.OU U.BU 4fi7 11.57 U.5(1 (iU",o 1.00 0.83 0.71 0.(3 0.5( 7«';a l.ou ri:x7 0.77 4r,~t~ o.e3 ro^,.. Lno 0:21 os3 ~ 477 n.n ~o^,~ Loo a:~s o.~) ' os7 os7 lna%~ Loo i;oo Loo : Loo l.ao AMERICAN 1=0REST & f-'APFR ASSOGIATIOhI UST ~ ~O. ~ ~ J~ /~I - 5. Pcrlbrued Shenrwall Capacity. The peyl'ornted shearwall capacity shall be equal to the adjusted shear capacity tiaras the soot of the wirhhr, of'the perfoinfed shc:u'wall segments. (r. Ancburngc and Load Palh. Uesigu ofperfornted shearwall mtchornge and load path shall. con Form. to the requirements oC this section, ot'shnll be calculated using principles of ntachauics. Wall flaming, sheathing, sheathing nthschment ehtdl bcin accord;}ncc with Ihorcquircmeuts of 2A. n. llplill ;wd Anchorlge at Perforated Sheanvall Lnds. Anchorsgc fin' uplift forces due to overturning shall be pruvidcd at each end of the perforated shearwall. 'Fhe uplift anchorage shalt be iu accordance with 2.2. :For each story the upli7k'force, 'I', shall tic calculated in accordance with th@ fallowing - whoa. 'r = tension chot'd uplift force (Ibs.) V = shear fa'cc in perforated shearwall (tbs.) h = sheatnval(6cight (I}.) L„ _ shear capauily adjushnent factor fi~om Item (above] ' ~;L; = soot oFlengtJts of perforated shearwall segments (ii.) b. t\nchoragc for in-Plane Shear. The nail: shear force, v, Irausmilled info the lop of a perforated sheaftvali,' oaf of the base oP the pertimtte{I shearwall at till height shoathing, :md into coflcclors (drag struts]. connecting shearwall scgntents, shall be calculated in accordance with Ute fol(otviog: where: _ v = nail shear force (plf) V = shear force in perforated sheaswal! (IVs.) C„ = shear capacity adjushnent factor from Item 4 (above) ~,L~ sum oflengtlts ofperforated shearwall scgntents (ft.) c. Ujilitl Anchorage Between i'ertircated Sheartvall Lnds. In addition to the requirements of ltem li (above), purlorntcd shearwall bottom plates at full height sheathing shall be anchored for a uuifgnn upliR force, t, _ equal trs Uie. unit. shear fm'co, v, delet'ntincd in hem Gb (above) - d. Cungn'essiar Chords. Laclt end of each perCoratcd shearwall segment shall be designed for a compression force, C', equal to the tension fot'ce, 7', calculated in Item Gt (above). e. load Path. A load path to hte 1'oundatiou shall be providal fur each uplift force, T and for Basch shear lixcc, v, and fix each compression fa'cq C. Llcntenfs resisting sheartva(1 forces contribulerl bynuiltiple slrirics shall Ue desigucYl Jur the sum of forces contributed by cacti story. AMr_RICAN WOOD COUNCIL RST/l~ 6091 ~i/rl 111 •t 1 1 Table SC Sfiear Capacities for Shearw~il Assemblies 1"rnmiug ,Spcclos Ulvming Spccles Framing Species G 2 (1.50 0.5016 z 0.4^_ U,h2 > (1 z 11.7$ Pnncl lid ,c Nail Srncin'(inJ 6 4 3 2' . 6 1 3 2' ( 4 3 2' Shculhin@. Malcl'ial Mininr;lm Nail Shear C:grroily (plf)I SheaOtiug Sizes Thickness ' (in.) Sh'uehui1l SIIG fiJ 200 300 310 SI(1 IRS 275 360 470 ITfI 255 330 47S 3/7{ RJ 230" 3G0' 460^ 610' 27(1' 360's *16U" (illy 23(1^ 7GIl' 4fiU' 610° 7/IG Rd `~55" 395" 505' G711' 255' 395 SOS 6717 2A(1 365 470 620 Ip 15/32 Sd 2N0 430 SSU' 770 2(D 795 3115' G70 240 J65 470s 620 ~ IOrI 340 51(r 6(i5s N'10 3l5 'pO 6111' N110 2911 435 5(i5t %40 Imo" Structural Shauhiu ~ In 6, 5/I6 Gd _18(1 270 .750 450 165 25(1..320 415 155 2711 3(10 7R5 Plywood Siding' - 3/R GJ 200 300 3)0 510 ' IRS 275 3(i0 470 170 255 330 435 &I 22U' 320" -010~ 570'' 220' 720' 410° 53U' 220 720 410 570 ~ - 7/16 RJ 240' 350' 450' SNS'~ 24(1 35U 451/ SNS' 220 .125 415 545 - IS/32 Rd 2G0 3811 4911' 6411 240 350 450' 590 220 725 415s 545 _ lOJ 310 46(1 600' 77(1 285 '125 SSN' 71f1 2(i5 790. 510' G55 U/32 IOd 740 510 6(5' N70 315 470 GIOy, N90 290 435 565' 74(1 1'IywouJ ;iirling' 5/16 Gd" 14(1 2111 275 360 130 195 255 370 120 ]RO 235 705_ 3/R Rtl° 160 24(1 31f1' 410 14(1 2211 2R5' }75 135 2115 ~2fi5' a50 f; - 'pocilic gravity of O'xnJng species. ' I For wind Design, InOulaled vahms shall bdpennilled to be increnseA 4(1";,. Framing al ntlptining panel edges sh:dl he 3 ioc6 nominal or wider and nails shall be slaggcreJ wlierc nails are spaced 2 inches e.c. 1%rxmiog al ar(jnining lrwel edges shall he .l inch nomilrtd or wiJcr and nails shall be staggered where !OJ nailx having penelr:n ion into 11'muiltg of more than I-S/N inches are spaced 7 inches n.c. ~ Sha:II'vaI11C3 tila)' be Inl;l'UISCII l0 VgIOC35h0\VII fel' ISp2.IIICII tihealhlllg WIIII tin111C Ilal hltg 11NI (rnllling spCele& pnNIACtI (I) sln~Is ;vc ,vpuced a waxiunun of 16 inches o.a, ar (2) ifpaneL: nm npp6eJ wish loug'Jimension across smdx. s Cmnumn or galvanizctl box nails aulcss nthcr\visc nmed. (.ia lvnuiuA casing nr siting nails. ' 'fhiokness a[ mint of mtilin, alon, tauel eJ , et governs she;n'v:ducx. AMERICAIJ FORf_ST & PAPCR ASSOCIAl10N ^S I ~ ~ I ~ /J + Tables 3C Sheaw Capacities for Si>learwvali Assemblies (Cont.) NlwalJtiug Nlincrial 7L aknoss I +stCuer Wall ConslruUiun Panel L'Jge Nsil Spurr Ggrwily - - ~ of N[llleria~ Si~e ~ Spacing (iu.) (pU) _ m') Cclh+lnsic I+iberbunrd I/2 (il [Stocked 3 I 125 Shcalhinq-Ragular' Cellulosic piharbonrd I/2 ftd ur I1 gngo lilockad J 125 Shcalliing-Struclln'nl' galvauizetl roofing - - nail, 1-I/2" long, . - 7/16"heed 25/:37. 8J or L I gngo 131ockcd 3 l7S galvwized roofing - nail, 1-I/2" long, - 7/IG" head - - Wuvcu nr WeLJcd Witc Lnlh 7/8 11 n. Screws o[ Llnblockcd 180 I:nul I'urtland Cenu;irt Ylnslela~ ICr gn. Staples G - t -l Gypsum l slh, Ylailr ur ]/3" lash 13 gn. I'Iaslerbonnl Unblocked 5 100 1'crl'ur;+led` :uul 1/2" Nails Plnsle[ 2'x.8' Sbecla I/2 I I gn. Nails, 17/4" Unblocked .1 Gypsnm loin., 7/I6" head Sheul.hing - . BonrJ' - 'l'x h' Shcclx 1.1 ga. Nail's, l-3/~P' IlablockcJ 7 1110 v2 lung, 7nq° head - - . i;lacked 4. 175 Uypsmu WnllbunrJ' Unblocked ~ 'j ~ ~ l00 1/2 $J Cooler Nails 4 12 i' . ISluckttl 7 125 'I 15(I (iJ Cooler Nails Uublockcd 7 1 I $ 5/g 4 I45 131ockcd 7 145" _ 175" 13asc pIY - GJ Two-ply lllockcJ Uxsc ply - 250" Cooler Nail^. I'aac ply - `l" ' face ply-Sd Cooler hlaiis [,nntber,Shenlhiug, 5/8 IIJ Colnuum Nails Slrai .ht Sbeethin' 2 pcr:hpporl 511 Il'• ,.Ic I I { 7(111 ~ "I ;ibul:ded shc;u'enpncilios are fur short fa'm lomliug due trt wind or seismic loading in Seismic Design Categories A, L4, or C. Values shall uol be pcnnilled iu Seivnjc Design Category I9, L, or P. _ - ' '1'xbni:dr.J shear ca racilies are 16r shm't term loadin. I y due hr wiuJ or seismic loading in Seismic Ucsign Categories A, Lt, nr C. Values stall be ruluoed 50;% in Sniamio Unsigu GJegory U. Values shall not be permitted in Seismic Design Category lti ur 1'. ~ Shear w++acil iv bm:ed uu nmxinnmt fi'amin. [ Y 6 spnciug of 1 G inuhcs o.u., far Frmtiug space) at 2d inches o.a. values [irc 7 inch nnJ 4 inch uuil spacing shall by reJucc l0 75 lrlfnnd 110 pll; respectively. Shru_uq+:rcily is basal uu mnxiunn Ikt min ~ c» •i i I 1' fl(I 'I `S C AMEflICAN WOOD COUNCIL - RST/j~ 6097 7 ~r ~o~S~Ft I~; , I 1 r e r I _ 7h/s produr.! is prn/ernG/e In slnrilar c°mreclnrs hecanse ul of Hasler hlslallalimq I hf nlglrer /ear/r, c) lnrver irrslallal cost, or, camhinal/un al1/rese lealures. r 3'•~ _ Tllr STIID I; ml cnlbe(brd snap (irs holdown with hlyhload capaury and a r Idgymud u:ul pattern to help minimize splitting. Tho latest version ul the STHII strap Ito hnldnwn incorporates Horny Haw lealures Thal ingmove Iuslallalion and Iuucliou. Wlu:n usu0 in smQunclion with Ibe SlrapMalo" you have a system Ihat helps prevent both parnllel and pnrpundiculnr muvnuund during inslallaRgn relative to the norm. STtIU - ~ Allows Inr arcarafu Inralinn of Ihr. STWU:c and reduces lhr. possibility of spallingl L U.S. Pa1em Nails pro cuunlarsunk FEATIIRES 1 5,II73,1e2 for a low profit(: ti • Tbr, slurp nailiuU pallem allows for nailing to Ihr, eriges oh double 2x's. I, strap surlare. r ~ • A,slul brlow Ilie I;mbalnusd line allows Inr increased hoot to back concrete I bmnl an(I ralured spaliiuy.. • Slydp nail lot Irr (minlrrsunk to provide a lower Hall (lead p(ol!le. • Rnu im I nmdt l arr ununodale up. fo 117 clear span wuhouF airy less R+' ~ of slop a ulnuJ - - 454" MATERIAL' I STNUU Lo f}IUURJ 1 I ya al6olhcrs-12 ya I'INISII Galvanized Embedment ' ;his' ~ INSrALLAFION~ ll C fill SprClhr(I (,1'iiCller .rte General Nules. L!nu ~ 1t r~ hmuu a ~ • Sur, Po I L n Ion Info) m ibon on pay+ 43. (T0P of ~ ~ rmmoe • Install beloru concrete pmlr wills SlrapMalo, or other holdim device. Goncmm) nlrosr.-. J e SIMII nit Nnas - • Wail sb Ip from Iho bollnrn up. Strap may ho bons one lull cycle. ~ . MIx.IU.• - • llmulinU Ilse strap O(1 la nd wall plarmnunt may rouse spoiling behind the step. nuo msr If Iho spill I 1 or Irss nmasurud Irons the elnhedmeul line in Ihn Uoltpm of - Iho sp 111 Iilli loa(IS apply fur ;palls bolween 1'and 4' (see i/h/sfralionJ, the ~ allowable Inad L: U 9U of the bible bads Nry pnrUun nt Ilm strap IUII unposed SIIIDq `I'-4/, should hu pruluclu0 iIQ.11I151 CIII fIIaIUiI' $11IU70 TIID I' i,' •~~R • for two pour nlslalial!ons. spallmy I,. mrasurm(from the lirsl pour. I _ II" J/~ • Whm( luwu I I tonrrs aru used m the slnlclunl wood mmnbnl; mducc loads ~1rt m nka'4" acrul[lulg b 1UI code. aemni~ ~ 'ru,[ • unun° ` • Unlgss nlherwisl,nofed, do NQf instill whore: (a) a honzonlal cold jmnl exists - nennn A Ix amen rmle( LENrill q f. '~kMIX r/IV'MIIIl _ wi0nn Iile (mbedmmu drplh belwern iho slnD and IGUn(lation wall or fooling 'l, a4 morn \iisc~n/} brnnalh unle , pnwlsunls art, made to bansim' [he load, or the slab is r°°"qr doslynrtl lu resist the loa(I Inqursod Uy Iho anchor; or (b)' slabs are poured ~ ~ ~~r ovrr conrrole block fuundallon walls. Typical STIID)AfIJ • iu qaf Ihr, full table load, IIIU minimum benlur-(o-crlilor sparinU is (wlcr, ! Ilhn Joist Applicalimr the enlbrdumul dnplh whorl resisting tension loads at the smno Ilmn. • Thrre is an increase in Iho muounl ul dellecliorl It tlm slurp is installed on Iho onlslde of Ihn shoot panel instead ul directly to the Ironing. Ask hrr Farm 1'-I'LYWOUD far cmnplele details. Typical STIIU Edge Inslallnlinn • FOUNOATIUN LRRNF.DS: Nail quanlilirs may bu redured for less Than le corner (tar Twn puu~ scr. Inulnole v.) dishnme design loads--usr, the code allowable bads fur faslamrs in shear. • Tu hr. double % II ICI IIbUS loyclhl I IIIU UUSIDIICt Illntil (Iglarlllinq IIIC 1a51011CB mquimrl to bind nirtnln r In rt t Is mlu umt wlihoul splitlblU the wood. • Addmun d stud III a hul lu Ihr, slmal wall studs of poll may bu required Dy r.,+7rp"vcN~'"s~ Iho Uuslynm lul wdl sltl Ilhwq nallmy • >+'r* "n F~ 2x GIILeNnnnl • WUUII Shrlllkaq L' :IIICr sh lilt hlsla 11811011 aer11SS hgrIZ0111511 IIICOIIIDrS Ills ~r f/ Langlh+ 1Y rausr. sir ql In buckle orrtwald. Y J Min. nalmr CUUES: See payr 1. far (',adr, f Istlny ICey Chart J~/ Lonqul - a _ Strap LenOdf r r - . . _ Mudol Nn. Min (1-I ; Slandarll/kiln Jnisl Sinnt n 6'ma`~ ell G.yt lyk" Yr~d`e^)SI, °a . tflall :Sid Flim ~ N,114 ~ ~-~tj ~ a tyro tt ru Codn ~t - Mopnl _Mm(rl 1f ! I _ n ~ a r°~,~1e1 Rel. °i _Lo1HUq/15T11UUf11 G 11 3~I U 11-IGd slnkrr. S YYl ref ~ll~~gt r x ~p~ ~yd ¢rp(°~~ „I _111Uq/ II{UOfiJ fi 11 n 1r+a o 7695 7GU5 195 102a 1025 1075 1950 IJ50 1950 0 41Gd slnicur 1760 20°U 23r'-- - 3I, il_i a SThlfJ 10/bfllUlOUI G 23r'/o 3Gqu ld, I~ IG°U 2110 2J0° 1735 2370 21'5 _TNIl11/,IFIU71C11 f, JIB 3955. I~ 2U 1Gd sinker ~ 4 y ;IT 7 i ~ ~~3g~Od slllk9t 0 f#• ,'37aii __I aCUUO/I STI IUUItI II 71 3°~/ 0 ~ `T~~a, ~i_U4.L',` $G~~l b'~f6~'40~u_:' a~ _THUO/S111U(IU1 ~ - _2116r15111¢Cr 1605 1605 1G9'i'IU25 1U25 L335 rr - - 0 11 nr 3a~6 II +11Gd sntlrel 2370. 1050 _7 Ja0 2975_ 32,271, STI IC710la1FID1QIiJ ~d~ 13 ~5 ~3 & r--•-rr--.-.-. 2370 31J5 2370 2370 3105 2370 2370 31 y° 122 V 6~ 7 2gyiG • Iqk~! FTIID I4/STIID1ri(jP 0 .lire -_30~', I -3b~l.Gr rslnket-; - ' Ir ~q^ I,'RJ Illrr Iho murlel Indrv nos rHUs lur rho past appll(allons o 9. STDU011,1. ~ ~ a 70~ _ 2. STIIC11411J an fl'sSCinw dl uupnrns it; ifd snikcrs, wrlh the (Ir) load al 133% of A91i0Iho III. Pnsl Apsign shell he by Uesignnr. - U. 5711014 and $Thmwn3 installed on IIF/SPh In an O'slemwall: ihr, le load is!i200 Ihs. a. IOd comnunrs ur I'1d ruamlull Halls miry br, used with nu luau reducUmt 4. Minimmn nail end Aisl:utre lu pmvolll splininy is tU x dlarnnler. 1'Fe' Im' 1GJ siuCUrs. Inslaliml as shown °n Imgn 43. 11. Loads shown apply lu Pusl lanslmr slabs when non NA rchar (nliniuulln) is 1011 conmon oral ihl run:nloll. 5. Fur Iwo pour with 4'sl:tlr 5r Icss. I hr. S 71101.1 teed at rh' and rlislance 2000 psi is I2. muIll5lnrnmlluNer= IL I4q" Na. n 3%n" InnU. See pagn 1fi-171er ulhnr Hall sizes 3235 lbs. and 4l1U Ibc. al I4' uad riisl;mrn. the SCI{010 al the same coudlliou is 13. STim l4 nnU STHUIU agnwahle loads Inr ml Fed Inslallaliou hundlllnn Wnl a 2035 IUS. lur Y !:nJ dislanna, and 215q lbs. al 11l' and dislnnce. G. Allowable loads have brim iu°mased for canhquakn or wind loml duraliflns with Ito nlld (lISIBIInn, G4111aI 51fl111 Well, 25gq psi GIIIInrClfl, ar0 31115 atilt 21195 IhS n!ISpln~cllVlay. lurthrr bn:u:asn alleuvrd; IuJurn whnln other Innd Ihnalluns govern. I4. STR014 allnwaltlfl leads Inr an null inslallalinn, 0-loch stem wall, 2!i1111 psi runcreh;, 12 7. Slrnp may br, beet unn hdl (:yrln. (Oenl hndnndnl Uq° tarn heal vetlical./ and I enA dlsimmas pre 3645 and 421ID Ills rflspncllvcly. 0. Calculate loads using sl aighl lion inlegraabu for turner distances helwocn S 15. STIIU74 alluwahlfl load ter an pod Inslallaliun, III-IIIL'll BICIII Wall, y"end dl5lHllla::pill 4 vat le 21iAU psi concreln Is 45gU Ihs - JI "ll°r1i~~~~~;~ ~n~ P ~ u 1 r I I r 1 e, s a _ STIID's lr.[plire_. - anlilamwrl nl SPALL ItEOUCTION SYSiEM ~ _ - _ - 1-54'enUnistanre FOR STIIR STRAP TIE HOLOOWN " when multiple 2x 3)'p}I In~mbers are usotl as spawn FEATURES ;a ! • Uililt-in tab. awe/^ a • • StrapMalr,'°lorator lint.. q neonn w suwlrAlNE $ • Adrlllianal diamond hole in RJ versions: SM7 x IIE AI~IENfrll • 5 rIFBANILEN4'UI i BENEFITS a ~ Built-in Tah: y y~ wow ~ ~ ;.l • ftedurus spalltnD Dnrl rnslly mlrolits. ~ ~ c, ~,I.. y, •Plo adrhtlonal labor fo install o - nary, prone ~ ~ • ~ I. Mlrl neniAn I ~ • I lolls STIiD away Irom form IJOard. y IINI TII ~ : t ~~,~in eer•r IEUCTN _SlrapMnlc Lncatnr Linn: °d : J?',_~~ ?2r • Easy inspection to ensure proper location y, .r JY' ' ~-•r-' ' • Allows arljushnenl without rrmovinr ~ `,"U TYPiral SfIID ~ °iI4D. - ~ ..i v; SPALLING LUAB BEDUCxxIONI Additional Biamood Unto: Comer Inslallatinn If strap is bent horizonlnf J~p° durin0 •One more fastener fu help prnvent Ihr. an 3-2x duds instailDlinrl, and Then bent vArtlcal (Gaol STIiD Rd modris from bawinU and al ibr. (/or hvn gnu, mm /ul/cycle/ for nailing Id the stud, rim joist section, - see /uoGrale u./ r,Dncrele ;;pallinU could resell. Loarl reductions may aPPN, see indtallalion note. sTnnr - "iYLE-~ IIOLUDWN IIOnIZUN1AL STYLE-- IIabIZONGI. r+aD,IECfIUIi ~ IIDLpnWry P110.1LCii11N IIF EMar:UDUEO I DF FMaEanra I'Unrl(IH - PDDIIUN nF SiOAP • OF SIINI' }I-' uoumwN NumowN .,,~o I ~ ~ ~^'SIAU ~.k` 1 r ~ IAp 1d'~, ~ r~^• Ix 4! ~ MAx. 1^ I,:~il J "mss - ~I(ILAiG ONE ry -_IaCATE ONE ~~"41 ,I~Y'~ y 1, ~,t,~~ w ninon wrnnrl ~ X nEOAn WITIIIN ~ i Y } ~ f I'~ IIAILIIEI1 AlIEA IIATCIIm A(IEA ~ / \ iMAY In: ' fUNf riCIL rO11NUA(IUN fnNClIfJE -•fUI NDAIIDN IIEOAD) % t il)rINDAlION prllAlp mUNDAiIDW IIOE'i NUT NEEU in f OY mHEfIS * p'(Ol'IIFnS aE nED TU nEUnn SI ALLIIG~' ~ IIEINX,TIDN l MWpli 1?MIlI l~ Siilple Pnur Bebar Inslallaliml Two Pour Behar blstallaliml sT~odl-,_ nun.uxn ~ _ . 'A7aiNaiu mininnrrn tabor cover, per 'Maintain minimum re6ar saver, per ' I cnrx m1E Af.1-370 cmlcre(n torte requiremeuls. AL°I-..?1Q tartrate coda requlremeMS. TVPiral STIID 14 lypiral STIID 14 I:nd blstallatiau ' - Twn Panr InstallaUnU (Nrr comer relmn) d I 1 1 ) t ~ rosl Trnsiml ` Model Dlslm)ca 'y ~ ~-~AllawaUlG i Y', I Nn. Cable I'lacemem ~ ~ Irnm 1, Plislencrs uplill Cede i m a DamOe ; n; , 1fompr Loads Uplr PmdinD '.j~1 U Ix __1113) _ 'i j ~ i~ U ii r - '~z Mln ~ 'IJ Ibd _ 2705 20, n ,p T III AlID72 LI f Mln. IYP ,h1 ~I~ ~ N_Mill 23 iG(1 1a71J ' Curb WlNh "G -II - II I I,x '1 LSTHDb/ - 'S• Mln 24 '16d slnkor -_1G9'> I2, - 1 N l-___7 J, - ~ ~}._I ~LSTUIJORI-G Mln 2tlGd slnkors __IGUS 12'1 "j'~ ' '.e• In•tyh. STIIUG/ 5'MOl 24-i Cd sinkms 2055 I Top View of Post Tension - - MO7 14_l fid slnkrl _ 2'115 2Di ~ ~ ~ ~ Cable Placement STIIDIO/ _f'_Mln 2t1-IGII slnkl n 21754 " ~~r ~ ~ ~ ~ STHDIUUi 10' Mm 2H ICd slnkl l" -~~31a5 - 122 I InlnPla • ttr. - , ~ I ! - 1. Minunum Lrnvrnle Imnplh Is r00 ps1 - - i i ' 1 n 4 2. Past tension sled I Inlnhnnm 'fe rll uneu r 7 win Inw rrl aaliun ~ I f, r;,. ~ - slrann In arcanlauca with AEI M A I I6 fnda 27f1 ksl with v IJNAIL i I'U.'T rE05toN 9uaranlentl uillnlala sbenalh al II a k ~ RETAIL 2 3. Anchor c Is mnnustrand-type anchor systmn with rulrmll Ifl: WheU Inslallml on a l~r:; TwwN, IVP. (I l OPTIDNAL Pnsl Tension appnrvnl usinrJ a tlurlila von rnslinU ni al Ia~151 2 75 x4.5' DI hauinll _ misofl Dtlrh, IISe fi" ~ fALn JUnr( Cahln Placel0enl cold reusable pockst lormrrs on oil slresslnU colds - Sleniwallinslalinhnn III L~:~~~uu~NiY~N CaN18r lnSlallaUoll 4~Il lslha DaslOnel; rwpnnablluy to pmvltlu mildorremm~l In lie cold-Ininls and Inads (pope -07) ~ I IY } i x ~s anA to insist bantlluU dmssos IN IhL Imuulnliun liar, la:nu:har it dI1L a 1~~, y!°~r~~~ !i. Pnsl Iles) I /Y17fr,rY i'9r]ijri~~l~); I?- an shall hl: by IJVSIIPmr. 0. NAILS. 1611=11. Ili2" 111x. x 3 Fi' Inlla, (fill shlNer. IL 1411" Ills. x 3%"Intro. . I ^ _ SeN pa6n tfi l/ Inr ulhnr roll sizes sun bdnnnalinn. 4,1.1 ^ - t 1 I i ° , _ f,0UE5: Suu pe0e 12 fur Cock LisfinlJ I(Cy Cltart. - Avallnalc rvblr andlllni6il cnm+smn prolncrlan. fheck wilb lacra,y. ~ uFnw a ,~i n' SENP IlimenslCns Tlslelibls .l n bgli W~ 1U ~ t-3 ' , zsa~ ~ - MNa el Ga (TPltll) , e '?flhs10n I LnU9 nisinrse W L N1Us~ a ~ iG all _ _ ~"U 100 OAa 77a __o5a _ 665 Y"- - L~IA12 I%, 12 10-IUd 005-~-970 695 d30 - I_STMS Ih I5_ 12104 . 17_0_ 1160 a30 IOU_0 ~ ; I oTn10 I Id 11 ~IOd 1130 1235 910 1165 7, G2, 90,1'20 - L°7/121 1'n 21 tfi IOU 12J5 1255 _ 1110 1235_ I ~ fA24 20 1 -2~1 111-IOU 123.1 _1235 1235 1235_ x7292 _ Y,r 9~m_ 12-1Gd 112_D 1265 970 _ 1160 TYPiral LSTA Installation oT2122 2'/m 12'%m _ I6-1Gd 150;i 1535 1290 1535 (hen9er nal slwwnJ - - 3, 2U. 39. D$ IIr:nU strap nor, limr, only _ 116 16 Yn: _ 01fd ST2 G6_,__ 665__ (i6a _ GG_5_ IUA, 121, 120 ST2215 2'/in IG'Yie ?U-IGtI IUUO 10D0 1625 1000 _L~Tl1J0, I''/n J0,;1 ' ~2, 10A ' 1 ~~;.1figU,_-.-- . _LSTg3G ~ 1'/n JG i ' P4r10d_ 1~ 6 0 7 62 12d uennl o,„I _I STI10 3'/ 19 ~ 4311 k1x1 b5 r I. 221) -2GG ~ 9121120 ~"srnnr _ l 5117i! ~ - 3vn 7J 40i OnY,1''/e i Q ~ ~ z~ r f~' STA9 19e 9 y 1 f1d _T. ° , r'-,Np~r,e-~. ~ 3J99 9 120--- coin r 10~ a 5 ' . GDp : olsrnrlcr ' ~ MGTn12 1'/, 12 ' iD tUr~~~ r 1 05 050 7, G2, 00, 1 121Ui1_:_~, i 8~0 -...iD2f1 ; 123,120 m5Tn1a 1'u lu.: {rl1~d! ' ~ ospR,iiafi; r M~Tn27 I'~i 71 (G 100--.~ ~ 113b j~_ - -F~ MElA24 I'9n 1A~~ is tOd_LL I I ~,ei 'Lr 1270_ `7528 7 62, DQ Y2U S- _,Moln3(I I% J(1 _ 72-IUtI 1D35 2000 15715 1900 MoTll3fi _I'/, 3li ^fi 1Od.__ ~ - • d - 20,0 20a0 1070 2050 . b' SIb215 1%„ IGrSn _ 'O IGU id95 2095 1GA0 .1970 ~ ' . - - 7D2L'I - -Ire 1`lYm D1Gn - ~ - 3, 2D, 39, OU, 'typical LSln Installation - - _ _ 2510 2.5AU 3315 3540 _ 10A, 121,170 _ (lranycnra! shown) ' S19 I J D 16U~-~- 755 910 655_ 705 3 39 00 104 121, 12D IIrnU s6~ap our. Ilnte only _ - _ 5712 IG 1'/n II/ ___IU 1Gtl _ 045 _1135 _ d2U 9D5_ _S710- --14n 1/x/i 14 1GA 1325 _1420 1150 1300 3'39'DO' - _ - 121, 120 5722 _ In 21 „ IU i6rl _ 1A21J _1470 1420 7A2U MST( 20 J 771' ~ -Jfi 160_ sink_ur_s ;1000 3600 1590 ' 3110 ~ _ - _ _ - - _ _ - D, 23.121, 120 _MS7f 111' 3 10' ~ ,52 I6U sulkCrs 4335 A5D5 3F r r - A49a M,ICGL 3 57', G) llrcl ethers 15Ua 4505 4465 A5Da M„TCGf> 1 ;9 4g'/,h ~~,1~~1~~ ~~D u. 6~ 9,23,17.0 _ ade( MaleKlal Oim. '9olls. M ff~7U YA- 3 7751 ~70 i~~slpNav3i ' 1 ~6({~6"i' ~ ~n T6lckfie5~ i ~ _ Cmla u, >fG23f 2'/ ' _ 101Gt1rr~ 1 ~'-ni _ _ mil (U:i) W l qty Uh fICL _ in 33 '/m-~ @ ; ~4G5~ ~Q~ : 3, 2U, 39, 00 104.121,120 521D` 2 In I _ ~ no I-IIISfi Ir f ~ ~ V 171 n)I r _ C 70t1 _ 5^~ 670_ lay 545 _ PS41D° A 1U I -x~ 180 'b 11RSU id it 111 IOd D+5 IOGU 760 910 (7 gn - - - 120 I'S72U° UY 20 11 ' u+ IIHS 12 19 12 w ry _ 11 fUd___ 1/2a 1-065 lUG5 __1275 ao fHn6 Pim 0'ie d IGti UIU - 975 _ 705 OA5 u,, PIIFlD 1'/~+ 9 _ it Il tl _ . . _______,.I y 010 976 705 045 _ / Rinl2 ~Ir/~n II U 164 DIU 975_ 70a__~. 045 fllniD I' ISrw Ir1, _ 111Gt1 UlU _ 975 705 DA5 _ ~ f-VIn1d _I'/i l;u _ tl IGtI 010 _ D75 /O.i __D45 w - i FI In 30 Yi, i '111 _ U I (d 7110 _97,> 70J 04,5 - - _ 3, 3D, 011; w MSTIG 2'ri, 6 ~-~~G IUUZI%z 2ia5-21190 2U 15 2A55 121, 120 rszm, rt na - MSTIJG 74n 'Ili 3G IOnxlbb _ 326a 3915 2030 3400 ~ ~~~~14ax c - _ w x s~ - _ U MS_fIAO 2!na Its -~-q7t IOdxl %z 1350 5000 3/7a 4530 MSTIGU L!/m b0 --~fiU lOUxI'/z r~-- 50110 a0D0 4720 3 M511/1 - /v - 6000 , 71 __GA IOUx I'h 50llU 5000 5000 5000 _ - - 3, 39_721,_120 1. Load incluno a 33% m 6(I / ICnI tlmalWu increase on the laslennrs for oalihquakC or wind loaning but UD NUT incluUC ~ 33/ shun iorrrasu Cn Iha stool capacity. Flolur to puUC 131nr lurlher explanation, 2. tUdx1'h' nails mny Un suhsliluled whom IGtl sinkers nr IUd are specllad al 700 of the sable loans. J. 10r1 commons nlay he sriD5111mnn where IGA sinkers are siircilind al 1009 0l tnUld loads. ' 9. I6d sinkers (0.1411" din, x Dy" InnU) or I ltd commons m;ry Uo subsllluled where 1fiU conununs are sperified nt n.05 ul IhC table ICads. 5. Use hall of We nails in oarh mmuber bCiuU cunneClml IC arhlove Ihn listed Inads. - ' f bolhlporl rnnli~ alli,>r~andlparallel (lo glalli nNClo diamelor hl Iha Uarl Ilnay be over°~Ized to accmnowt ale the IIUG. Ursignel' nwsl delenninC it the Cversim crnales an mmcceplabin Inslallalian. 7. For uvadaP splice dnlall:: rolCr IC T-f,MSI: 0. Slops with 71h1 (Il. INI ilhl. x a) nails sprrilled inay he subslllulod with 7UJx1'h (0.190 dia. x 1 h) wilb no rrnncliun In Inml. ` U. Nnll.5:10d=ILtfr2"Illa.x:i'/,,'Inuit. iliil :ihlkor=0.190"nia.x3'Li'Iou1, 1Un=11.1'10"dla.x3"lung. 111Jx I'h = IL1A0" Aia. x I'/" InnII. See pogo iii- I / Inr other nail sins ;uul IulvmaDml. TYhh:al PS72U Ins6lllallon ~v24Shitp~~;vklesjnr ~'p r~wm`4§f" `}e,x +„t fi Ew a' V ' '1 Id~Fltf F I ~ i.. ~ ~ ~ - M r -p' ~t'> Pl6nr-In-floor Ciear Span Table r r . . _ - _ .Model flear Fnsfeoers ,AI~oy1T6)9/ T[:ns"lon Allowable.Tenslgn` Nails are ,1~ :',nrcuuruunr, ~ Nn. Sean (Tahl) LUill) Iaq SP)IJS Lnal15 (DT'FpID E t1ol lC[IIII[Cd ~ OF POIlOLf 51106 ~ O) , , 115p'~{ (133j ~ty0},. in the rlnl `I uv mums MaC28 l0 12 Ifd n,krr _7000 1200 065 1035 board area. i - If 1fi I[d ymknr~~ 1395 IG00 1150 1300 u I_. _ - 3 MSICAp IU 20 iGd n:kor s° g'-" r - ~ _ , "Y t,p,PP 2016 .2424 10 ]0-Ifill slllkrl +1' -~y"'~. ~ 2550 I.3 ~3pdo,~ . ,r3 00 _11a _ MSTC52 171 44-ifirJ Sn;krr _3665 4400 3170 3000 1G ID-ILA 4mkm 40011 A5D5 .1455 4145 When nailing M9l C6G 111 fit-IGd slnkar or`~,8 d p 11~5~1i(~~; 4780 '.,5660 the strap aver IG 68.164 sWmr ~ r r + OSD/plywoo[I, IISe ' K"5 ~ ~a66p >07., 5650 i 1Ud commons, " ID 7fi-tf>d sinker SG611 S6fi0 5660 SGGU 'I Gd sinkrrs, .I MSTC7D - ; If, 7G-16r1 sinln,r 5666 ~G60 5060 5660 1Gdronunnns 10 ~.-20 16[1 ):'f201(S'' T~ '^r' _ _ A mhlhlllllll ! ''i MST97 - it ?aypa. 1825 ?210 .i i 1G 22 tfid ~ ~ • ,:;2910-' Penrtralinn nl 3^ IeA ",".PO A AG m 2010 - 10 nail diamotcrs .I MT40 _3370 3695 ^92i 3505 I 31 lfid 3500 3[05 9105 3635 Is rnglllrell lOr , 1t1 _Ifi 1Gd ijI~ "p' s-- - InhIU loads. S Floor-to-Floor Tin M5T}i0 - fgHP ~,83gp# ~6p0 4{130; ` See n0l0 3 (Or i to ~AtI 1Gd 4,hg ; 1r +r1^- ~ ~ ~ hlslallalinn _ 4 n,,,)<,Q813A..:' s 4g00 v4A30_9, load redurlinns In d0 IOd 4030 IU3[1_ 4600 - a slmwing M f12-_ 1f, A016d 4030 4030 4000 4D30 t`-' aClear Span 'Y. M f136 18 ~ 1A7_~dxl'f , ~ 1100 13~P,; ~~°^--11 7fi iG-10[1x15x is ~1 Ob "T"°'^" ----.`i_ 7. ,h4r 1260 15'1p ? - Typical Uelail with Shay AS 'Efi-10ox1 rz 2355 203_0 201 p,155 CODES; Inslall011 Over SIIOaIhinO MS'H-00 16 2D-lOdkl;z 5 ~ - Sea papd 121of ^ l0 3045 _ 220 ~ 2845 Codn Lisfin IMSTIGO 1U 30-10r1x1'/z 'I` -0~ r}~ y, 3!s; 9p5 , 685 ~ - Koy ChartO LLnaJs lnrluACa33%nr 60% Ioatl durallnn 16 10=1,011x9Y a !3 8 ' ~ Incraase un Ihn losleonrs for ratlUquakr. ar ,I ~ p _3 49. ~ r Sy~ wind InaAiuU, hul OQ.NSIT Include a 33 % MSfl72 10 ?0' IOtlxl 4535 SODO__ 3935 4720 ^Iress inrreasr, on the steel i..p;arlly.. - 16 >2-10r1x I' 4715 50D0 4090 4910 ~ Avallabla w110 arlrllNenal carruslon Itoler to pogo 13 for Inrlhrr explanallml. - ~ 2. IOrI conunmts niay ba sulislilulatl wham _ - UmfecNarl flreck Iwllr /aclnry. ' ifiA siliknrs arr sperlhe[I al 100% of the Ounmismna Fasfeoors (Tn101) i Ind p ~0~} a yd Ih„ AllogllgSn TePOlnn Ladd"- 19h1a lnade. D :p, 5 ` 3 i6d .inkrm U.1AU' din. x 3U," InnU) or 104 Madrl ? i~~~ ~t. P Pj r ~ "IISpp)Hp rominans mz LE 6111]BIIIIIIP.rI WI1CI'B 164 Ga Golfs w ' 4 CnA Y Nn. W L Hads +4PI3 l t N S"^~ s 4 r wnnan+s am s seclbeA 910.115 0l Iha hlble Inads. _ Ot Oia 'A'M • 'I` & ~ ) ; {r { nef, ; 4 Allowable boll Inids aro hasud on p'lltllul-In- L - Y t ~ ~ , ~ 5J' ...fi u r F IFaln loarlln9 ntA Ihesa ndttinunn inemhur MS127 2'4u 27_ 30164 1 _'/a 3I 10 3770 1000 216_ 2740 3290 lfifi5 2000 Ihlrkuosses MSl 2a"; IIST_nnd li T6-4'; M5137_ 12 2'/m 3T~z _42 iGA G '/z 1395 _5000 2525 30'25 303_5 4605 2335 2905 3~ 3~~ 5.Ilsa I all ul Ina rmpdrad nail in nark :noinhor M f IU_ 2%a <ID 4G 1611 D _ !5 41145 5310 3065 3675 4200 5040 2040 3410 OD, 121, belnU runnecmd m arliiava Ine Ilsted loads. r ~MSTGU 1p a'/in fi0 ~~50.18i[I 10_ ~L t` ' - I Oar 120 G. fnr ovorlap spliardnlails, rater to T-CMSL ,~4ST72 2%e 72 60 164 10 , lj ~ m _ Z Straps wllh 104 (OJAO Ola. x 3) nails IIST2 7 'fi 21 /a~- 6~ s 'r ~ _Or 1~7, 3_9,121,120 s0orlllnd nlayJ:a subsllh:lml wllh 10tlx1/ - 1350 5220 - 1030 4035 (0 UAO Ala. x 1'F::) wllh nn n:AUCllnn In Innil. IL,T~ a 215+_ 12 40 - 0075 1bG50 D225 9D70 3,30, U. NAILS: 11id=01fi1'Ala.x.lf'InnU _ a ~ HST3 3 3 26'/s fi a/x 1~ 1,.' „'.r° 80,121 iGA Shlkar.07411'Aia. x:I'/'Inng, ~ S76 6 25'i:.._ 12 y,,, `~5,*',GGf,O: .mnxrv;=n,140•Am.xrF'mnU. ~ r 6 {4 ~1" Sea pnee 1fr l7 for nllu;r nail slzas y is anA Inlann011nn. y I 'b 1 , r r r ~ h n 40 - ! A hi0h value snlsmir, Ila for horizontal Iles acro6s inlervnnblU memllers. <_.1 FINISH: f.,alvanized INSTALLA"LION: ~ Ilse all sperilierl fastenms. See Genoral Nnles. - N : May not be snlhble (or I1n01 diaphragms whu h protrude 9hovr, beams. COUP Sec p9ge 1 fin Gnde LI Iing I<ry Ch9d Typical HSA _ - Inslailalimt 'I 10141 Faslpners ~ ~ ~ ,/AIJdWapl4'~ T"~,^#T Motlrl Strap ,I 1 f-rNNy(I~oU101 -U~ s17~ w %bT~f~r"' lumgcTt w q,Ho $eclloll 1 r r : fx ~y ~ , s ~Lro er rxttsr~nwr t Dtr! , 4 M Nails Hail ~a 9.. - o e, a (r~ - vA IG 12. {lax 2'/:a 7fi 222 tfitl ~4 'h 1900 1605 190Q- 15[~32 7 ga x.8~ 32 ~ r " 2n- ~ 'Yid ~TT'rq~- _ nISA41 3{jaX;i } At +I ~AIa ah,3~7,~0; pir;' 3,39, lS~Sb X13 U;Ix1 7 50 7')`•,.y i, 54,7.fa,. .-p. - .,G,„,k. I°er~+t+7 _i^~ 00.121 s: ra, I1SA5D 1Uax3 _59 _U_ 75 - 6040 033P- ~ , HSA603pa x3' F8__- IU - 0350 100'20. LAllowable InaAs bavu haen increased 33% and A.Only SA36 can ho field-lien) for other ' 60 % Inr narlhguake nr wind loading wllh no lurlhar hdermedlale beam wldllls. blcrea::r. allaweA'mAuco who,e olliar loads Unvant. S. HAILS: 104=0.ifi2"dla.x354"InnU. w.ueiw fir, - ~2.Allowehla Inids nssunte a rnslnlnad mmnhrr of 3f! min Ilnrknrss wlllt bolls in sln0la slmac Dee page 10-771ur ollmr nail stros and Typiral SA Inslallnliml `~~->il~ i 9 Roll anU mil valuos n'ay not be rombinad Inlnnnallon. wllh Salhllo IIangOr ' O r-.- A ll- / _ n -r 157 MI . r ,i.. ~.fii' ' ' Avarhhle wrlh adrlilinrral cunosiou prplecflou. (:/rack with laalery. _ _ w `IiT y l a , p Uf1- t MNUIeI. ,Ga _ _ ~ e~ iiR~h n 5aTy[Oad' 1 r sSRf/Ilr IIpIIII' e_ ( I I ' E f Nl~~valrlpLq,ilp In,n,,. Ra isle/ " r~Ta Irp ) , x *~yq wuae( ' - - r ,Tnlps, Rlalfs r° I$In{~p .I ~~I-. 1~~+fi I~I~~j'~ (103a/GP) ,~yIIa11s~,P1f'y' Rolfe„'. ~ m 1A r,-ndxl 4-Ad .ISO ~~bJ.~b. r: I~~ , r @~ 112 ~ 1A ~ 5os ~u5 - 1,btl , 1~ 5 5 Ad ~ 1G5 455 400 400 AIh 110 ~37p ~ 1 ~y~ H2 a r B~ 71:Aa- {S~r '~'Btl f ~ r ~ "Ir~~p4 : 2~'~ ~ e r 0 10 02. 1125A_ 70 611 ! 's e..r ~-t... °t~0 .r 121.140 i~" hl2 JT? , G; AtI 1 F~' p 0 1 ~ m~30 ~d~1S6 F , -F + 171 ?_Rd ~~11 v-r ~ 4 w 1{Or ,~10 TAAOxa, 10 127. IOrI AA-0d 155 4$_ I I 1 ~ - 20 I Od ,I-Od - - - 125 X160 415_ 0 320/ 320 ~ OS 1~4 1 126 II5 ,;1p - 3G0 3G0 16.5 7G0 3fi0 - __IO 200 - 21002'1 1, IAO ry~Q Dt~ !I Od -1 - 23a- 73.5 110 73a 23~ 2 40 121 140 - ~xriCq i6 ~~Orli ~1~17 Qi~rt"~~ R 100 ~'f'70 0'10711,11, 140 - y , I ; lflllA 4 ~ _I O 1 Orl 2-tld 0 Od ~ - - a41, /III - III 5 IOdxLz - -y30- ~5 400 - 000 '1 - _ _ 5 IOtlx I'/z fi20 7n5 - A'15 9. 15 - _ 75 - _ 1~t1140 i; - 130 5G5 _ 1, II01(T 10 I SUxl /x ; LL'/,x1 - 07, A75 6A0 125 _ - _ R10 ~10 OOdA 1're Aptl%1~ ' 7'~ {7,55 flla 12~ _ 1711 ~ •-G - 111 UR lA BrAdX1 /x1 i ~0 J1t1%1+u p~ u ~ 0 f',~S'(iQ WO'1 fi50 1 - ~ ~ ----1 0 ~ 111n z ~In c Idii' A m A34~''I na q5o S 1~1 ~ _ Giotl. t; A III1Z IA fi lfids2'h b 1Gdx2F A~i ~ " ` ~ ~t-f _ u~- A30 ~ ~ ~ Sf r.i?' )3P~'.,~'404 f 12'1 - - - - _ A30 525 7G0 711 715 I 0 G55 - 1112-I1[Ixl'@ _ 13-0t1 170 - FI7~1 10 1350 1350 ~1~ 2G5 - 100 11150_ 1011 245 ~ ~ _ 1 12-Odx P/ 15-Ud 1150 13511 115 2G.5 - _ _ - 1050 1050 40U 21!i 171 1 Loatls leave 6~~o mrre Is1.A 33 / Intl GO/ for eatlhquake or wlnA ImNn - _ _ will/ na lurlhl r (nclvise nilnwed, ueluw where ollml IoaAs weal. 0 shall he conslAonld where Ihoru mny hl ellecls nl mess grdni hmul6gl nr Imisinn. 2 Allowable loads ue for mm;wchar. A Ininimum rallrr Ildcknrss o1 5. Ilnrrmane 11es are shown mslalleA on Ihq oulslde nl me wall Inr rlalily. Inslapa0un on Iho hisitln of Iho wall ~ 2+/~' mnsl be useA.whrn hnmin0 anchors are 6lstallod on earh sidr. is accepia6lo. for npllll Cnullnenus Lnarl Path; colmer.0nns In Iln same anm (l. o. Inrss 1a plan mnl of Ihr, jolsl and on the s;une side of Iho peals /excepllarr. /IY.JA, Olafe to slwl/ musl fie nn salve sltle of the wall. 3. Allnwabin upllll load Inr slnA In 6oll0in plate inslallaliml Is 400165 G. Soulbnm P61o allowahlo IonAS for I Ito: 14G5165 (13,1/Ifi0), SGO Ibs (R 1.nfaml 13;i'/fi0) and (112..5); 3!10165 Q I'L.50); 3fiU Ibs (H4) and 310IU5 (RA). 2851bs (fz L.n(nral 193/lfiOJ.l - 4. gllnwn6ln Inads In the fl dimcllan aro nnl bdanAed Ie re Aace 7. Oeler le T-IITIEOEMING imhelerfod hurrlrmle Ilos allnwahln bearln0 unhangnnenl Innis. Alap6mgm boundary memhors nr prevanl truss grniu hontliuq el 0. NAILS: 1GAx2'h=11.1fi2` Aln', x2'/:" lonq, 10d = 0.140" Ills. x3" Innq, 10As1 F = IL1411" dla. x 1Yi' Imiq, 16r. inks or raver mom6urs. NlAlllenal shrar Irmslrr elommds q'I' 0.131" Ala. x 2're" Innl~. Adx119= 0.131"Ain. x 15z' Innq. Seo papa Ili-17 Inr nlhor nall slzos - and Inlnnnalimi. .-L_'___--. . . F(. - - . - x i { N 1d. '!tx~a. I -Cl } r ~ ~ • ' 112.$ Inslallalilln N 111 luslallalinn 1121nslallal(un ~ IIY.5A Inslnllaliml 112.67 hlslnllallml ' (NaUs lnlp halh lop plnlas) lNwHs Iola 6alh lop plalus QO 1' ~ ) (Nalls Inln lurlh hqr plates/ y - h1-~, y ~ ~!G' s f~ . r ~ - ~ : ,w - i 11 j I - ,p. , ~ • 113 blslallalion (112.5 sindlvj ' rl • • + vl ~ (Nalls lnlo upper lap plalp/ (see leofnola 3, paDe 142) II2.ST Installation i I 1 - sl n5 sllln In 1up 1'lale ~ Ilfi Stud In Rand ~i ~ ® I 0lslallal(ml ,loist Inslallalinn IIA hlslallalio° 11.5-hlslallalion r I /Nails Inln upper fop plate/ II IA IIIS1aIlallOn ; ~ J j (Nally into both lap plalesl /Nails Irrlo holh lop plalesl -o~~r~~~aF.. a • a ~ R- Vsn;uniniul:llll 'M 0111'n11M1llall< Ihls siAC UI IIIISS (I01xllMrclln ~ - Ilvhnu 11' 1 _ 11115)) ~ l~r~ i I 1 }gyp ~'y I~I ~ 4'p R -~IVrn llA lnillx - t j Illln pOnns. I _ ~ IIG a118Chlilg ~ NU altaChlllg ~ ~ f1U a11aC111111 1 -LinlY lal taller In douhlo stud lu sill er J ~ N9 allachlnl intr. inw I-jail! to douhle buss IC lap said; lap plants (4-8r/ iota Plata, lap plates plalCs IITZ hlslalladlnn a-Od info sh/d) 1, - 0 .1.1 p' . I ~ ~ !1 ,j. eaN I~pr' ~ WICOMMOna TU ,r na cOMMI1Nn1UIII NRII. ' ' f PLAIEU. FILL OIIE OF nu n¢tlmf[ FI F'~ FI 12 n1liCE HALES rO HN ~ iiil~nlnliilin ru I`J IIUTrOM FIANG(. out ulln anncF NIO-2 InslNllalfou ®11141nslallaliml II70 hlslallaliun ~I ® t1141ns1allaliml _ (I111Z similar) to denblo lop plates to dauhle Lx hamlet 119, fl1U and 111 UR aptiminl pdsflivo mlgle nailing comlCCls shear blocF6lg - In roller. Ilse Od rummon nails. Slot allows maxiuunn iiCld-bending up la a Pilch of fil12, use 75'% of thr, luble uplill loa[I; bend one link only. _ _ Considerations for Hurricane Tie Selection Hurricane Tie Installatimfs to i. what is wC uplin limd? Achieve Twice the~Lnad (Top View) 2. What is Ilu; parallol-to-plClu Inml'? 3. What is the pegrmulicular-lo-plots land? _ 4. What Is the sprains of wood nsrd for 16e railer null IhC lop plates? WALL WALL - WAIL IUP (Selrrl the load fable based mr the /oovasl perlonning species o/ wood) TGP TOP PLATE 5. WIII the 6urric:mu liC hC nailed loin both lop plates ar the upprr PLATE PLATE ' \ tap plate mdy'1 Al . fi. What load ur Inads will the hurmanC lie hn lahing? : Allowable siuudhuleous loads ul nlon: (hail nna direction ml a single, IL rnnneclo[ Hurst br. evaluated as lallows: ~ Uesign Upllll/AlluwahlC I1pIIll + Design LalenT Parallel-In !tale / Allowable Lateral Parallel la Plate + UCSIgu Lateral Perpendicular Iv Install diaaonally across For IIZ.Sn Holy- Hanlon inm umh sines m 4~ I tale / plluwahle Lalernl Perpendicnlar In Plnle < 1U. _ Irunl each other for PrCdnsls ran Ue un Ihn a sinnln ply 2x buss nlay oN ~ nlinlmmll 2x bust. saran silo al IhC wall rauxn the wool] In spill. - 7. SClecl hurrlcmm lie based nn perlonnance, application, installed cost PravlnCd Ihny an: N conllUnrnd as shown. and easC of installaliml, , • n _ the V6 providrs lala-al resislansC lurm a[ the bolfanl of beams u what inslallyd approrinudely 45" or mm'r. In Ihr, verliral Plana. ze o MIW. hi mnrenlAL: 12 gauge. r-wise: cal?allimd Y 9' INSTALLAI"ION: • Usc sparlfirtl fasfrnrrs. Sae Genraal Nulcs. IIANC[n • 1G-N54A laslamis arr. included wll6 the brace. Noi sllowN ~ UUUF.S: Sea paye 121m fodr, Listing I(ry Chvl. _ _ 51%N5AA Model ~ ~~~--II Faslmlers. AIICwT~ile TOnslpq aeUS' Code' NAILS NC (OOamUrplh) (Telal) flou~jlGO), riopl(1.25) Act . ~ - - _ _ , r VUI 111 Iv ,r 1UN54A U9U 12A0 ONE NSAA VU71.1' -'L'1. Si•_~ _ - _ , IIJ GCI I'rAU _ T IG-NadA U9U 12dU - ~ VUO 221h ^IP --i'_"'..... "7 ~p40 ~ 3~39~UG~ ,u _ h ~'.Il IG NG IAA' ~;lU ~ ~ 121 nvo Nsan VUIU LU'/ 1G ACCUMMUUATES "IN SEAT - hl IG N94A ~ G~JU 12A0 Uf:A~1 WIUTIIS OF V1112 3G-4Y 12' 1G-N54A UGO 12A0-~- id LUnuf loads hava hrcu inaalsod 25 % with nC Innhcr inacasu nIICwCd. Typical V6 InStallalinn Y RSTA # 6097 HAVEN tIOMES:-FISHER'S ISLAND FIEALTH CENTER 'I ROOF DIAPHRAGM - 15/32"CDX OR OSB (24/0 -EXP 1) -PLY CLIPS @ EDGES 8d NAILS @ G' E.N., 12" F.N. OR 7/1G"X2"X1GGa STAPLES @ 4" L=. N., 8" F.N. ALLOWABLE SHEAR = 308PLF / 231. PLF 2 _ FLOOR DIAPHRAGM ~I/2" PLY TO PLY, CDX OR OSB (24/0 -EXP 1) , T&G EDGES TOP PLY: 7d @ G" E.N., 12" F.N. BOTTOM PLY: 10d @ G" E.N., 12" .F.N. OR 7PIG"X2"X1GGa STAPLES @ 4" E.N., 8" F.N. ' ALLOWABLE SFIEAR = 372PI_F / 280 PLF 3 SFIEAR WALL S, IS/32" CDX OR OSB (F_XP 1) OVER FRAME W/ 1/2" GYP' INTERIOR PLY NAILING : 8d NAILS @ 4" E.N., 42" F.N. OR 7/IG"X2"X1GGa STAPLES @ 2" E.N., 8" F.N. GYP NALING: 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV. ~ x 2X SILLI MEMBER RECL=IVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SFIEAR = 615 PLF W/ REDUCTION SFIEAR WALL--SZ '15!31." CDX OR OSB (F_XP 1) OVER FRAMING PLY NAILING : 8d NAILS @ 2" E.N., 12" F.N. OR 7l1G"X2"X1GGa STAPLES @ 2" L". N., 8" F.N. GYP NALING: 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV. _ 7_X SILL/ MEMBER RECEIVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SHEAR = 051 PLF W/ REiDUCTION SHEAR WALL S~ (2) 15/32" CDX OR OSB (EXP 1) OVER FRAMING PLY NAILING : 10d NAILS @ 2" E.N., 12" F.N. OR 7/1G"X2"X'IGGa STAPLES @ 2" E.N., B" F.N. GYP NALING: 5d NFlII_S @ 4" E.N., 10" F.N. OR EQUIV. ~3 2X SILL/ MF_MBER RECL=IVE EDGE NF,ILING TYPE II PE=RFORATED SHEARWALL AI_I_OWAI3LE SHEAR = 2002 PLF W/REDUCTION cx Y RSTA # 8097 IIAVEN HOMES: FISHER'S ISLAND HEALTH CENTER 4 ROOF RAFTER TO 21tl FLR'S CEILING JOIST PROVIDE 1/2" DIAM CARRIAGE THRU 8OLT5 PER RAFTER TO CEILING JOIST 5 2otl FLR'S CEILING JOIST TO DBL TOP PLATES PROVIDE 1 1/4" X 16" 0.019" STRAP TOP OF EA. CEILING JOIST TO DBL TOP PLATE OVER PLYWOOD (4) 8d NAILS TOP OF CEILING JOIS'i, (3) 8d NAILS @ EA. PLATE PROVIDE (3) 1Gd TOE NAILS @ EA. END OF CEILING JOIST TO DBL TOP PLATE 6 PERIMETER ROOF RIM CONNECTION PROVIDE (2) 1Gd NAILS PER BAY @ P„OOF DIAPHRAGM RIM CONNECTION 7 ~ Z1tl FLR WALL STUD TO FLR RIM PROVIDE= "SIMPSON" LSTA12 STRAP @ GO" O.C. WALL STUD TO FLR RIM ' 1'hIL= SAME STUD SHALL HAVE A 1 1/4"x1G" X0.019" STRAP ON THE OTHER END TO D8L TOP PLATE 8 PERIMETER 2""FLR RIM CONNECTION PROVIDE 1/2" DIAM. -THRU BOLTS @ 8' O.C. ALONG PERIMETER 2 FLR RIM, ON SITE 9 VERTICAL STRAP FROM 2ntl FLR RIM TO 1~` FLR RIM PROVIDE SIMPSON " MSTC52" STRAF @ EA. GABLE END POST CENTERED @ RIM BAND, POSI" "i0 POST , ON SITE 10 RIM BANG CONNECTING 21O FLR RIM TO 1" FLR'S CEILING RIM JOIST PROVIDE 1 Gd NAILS @ 4" O.C. , T & B , ON SITE 11 RIM BAND CONNECTING 1~` FLR RIM TO FOUNDATION SILL PROVIDE iGd NAILS @ 3" O.C. , T & B , ON SITE 12 PERIMETER 1" FLR RIM CONNECTION PROVIDE 1/2" DIAM. THRU BOLTS @ 8' O.C. ALONG PERIMETER FLR RIM ON SITE 13 'I~' Pl_12 RIM TO FOUNDATION HOLD DOWN PROVIDE SIMPSON " STHD14RJ" HOLD DOWN @ C-A. GABLE END POST 14 HORV_ONTAL STRAP CONNECTING MODULARS @ GABLEEND FACE PROVIDE "SIMPSON" STG224 STRAP @ GABLE END FACE @ ROOF TOP PLATE f ROVIDE "SIMPSON" STfi224 STRAP @ GABLE END RIM BAND @ EACH FLR DIAP. 15 FOUNDATION ANCHORAGE ANCHOR BOLT LINE 1 LINE 2 LINE A LINE B 1/Z" diam x 18" t, 16" O C, "1G' O.C. 32" O,C. ' 32" O.G 5/8" diam x 'I$" 24" O.C. 24" O.C. 48" O.C. 48" O.C. 3!4"diam x 18"' a32" O O. --32' O,C:1 48" O.C.' ' 48" 0.0. ' 7!8" diam x 18" 40" O.C. 40" G.C. 48" O.C. 43" O.C. i- . v FASTENING SCHEDULE FLOOR JOIST TO GIRDER (5 -16d NAILS PER END JOIST"TO RAIL 5 1Gd NAILS PER END _ HEADER TO JOIST (5) 1~d NAILS PER END _ 7/16" OSB'f0 JOIST _ 7/16"X 1 1/2" STAPLE w/ G' OC. EDGE, 10" O,C, INTER + GLUE 1/2" PLYWOOD TJ16"X 1 1/2" STAPLE w/6" OC. EDGE, 10" O,C, INTER + GLUE SIDEWALL, ENDWALL, INTERIOR PARTITION, MATING WALL TOP & SILL PLATE TO STUD 2 16d NAIi_S PER END PLATE TO PLATE 16d NAIL 16" O.C. HEADER TO WALL STUD 3 16d NAILS PER END DRYWALL'i0 STUD 1 3/8" NAIL @ 16" O.C. +ADHESIVE 80%_ DRYWALL TO TOP & SILL PLATE 1.3/8"-NAIL 8" O:C: SILL PLATE TO FLOOR 16d NAIL 16" O.C. WALL FINISH 3/8" PLYWOD 7/16"X 1 1/2" STAPLEw/ 4" OC: EDGE, 8" O,C, INTER 1/2" PLYWOOD 7116"X 1 1/2" STAPLE w/ 4" OC. EDGE, 8" O,C, INTER 7/16" OSL3 BOARD 7/16"X 1 1/2".STAPLE w! 4" OC. EDGE, 8" O,C, INTER _ 3/h" STYROFOAM 7/16"X 1 1/2" STAPLE 8" O,C, ALUMINUM /VINYL SIDING ALUMINUM NAIL PER MFG, INSTPUCTIONS ALUMINUM /VINYL SIDING OVER 3/4" FOAM ALUMINUM NAIL PER MFG. INSTRUCTIONS 5/8" T-1-11 ALUMINUM NAIL 0.109X'2 1/4"'w/ 6" O: C. EDGE, 12" O.C. INTER WOOD BEVEL. SIDING ALUMINUM NAIL 0.109X 7.1/4", .'I"ABOVE LAP, 1 PER STUD WOOD V-GROOVE ALUMINUM NAIL 0.109X 7.1/4"; TPER EACH, 16" O.C. ROOF FINISH 1/2" PLYWOOD 7/16"X 1 1/2" STAPLE wfA" OC. EDGE, 8" O,C, INTER FELT TO PLYWOOD 1"X 1" STAPLE @ 8" 0 C 90Jr MINERAL SURFACE TO FELT 1"X 1" STAPLE 8" O,C, SHINGLES TO ROUE 3.1mmX10.5mm ROOF RAFTER SYSTC-M RAFTER TO RIDGE (4) 16d NAILS PER END - RAFTER TO CEILING JOIST 1/2" DIAM. THRU BOLT PER END CEILING JOIST TO TOP PLATE 2 1Gd NAILS PER END DRYWALL TO CEILING JOIST 13/8" NAIL n 8" O.C. NOTE': ROOF, WALL, 8 FLOOR SHEATIiINGS AND NAILING SCHEDULES SFIALL BE ACCORDING TO STI~UCTURAL SHEAR CALCULATION DF_SIGNED FOR EACH SPECIFIC JOB NOTE 2: UPLIf--"T CONNECTIONS pUE TO WING FOR ROUF RAFTER SYSTEM PER SPECIFIC JOB RsTFl boy? f_ I/~~ Y FISHER.HYl. OFISHER ISLAND MEDICAL CENTER Drawing Date:02 May 06 5/ 3/06 8:34 HYDRAULIC DESIGN INFORMATION SHEET Job Name: FISHER ISLAND MEDICAL CENTER Location: HAVEN HOMES, INC. Beech Creek, PA 16822 Drawing Date: 02 May 06 Remote Area Number: 1 COntraCtOr: SUSQUEHANNA SPRINKLER, INC. Telephone:717-444-3306 404 North Front Street Liverpool, Pa. 17045 Designer: 7. A. Comp calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Office/Residence Reviewing Authorities:LOCaI Auth. SYSTEM DESIGN COde:N.F.P.A. 13 HdZard:LIGHT System Type:WET Area of Sprinkler Operation 900 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make:Tyco Model:RFiI-QR Area per Sprinkler 203 sq ftl Orifice: l/2 K-Factor: 5.60 Hose Allowance inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 271.9 psi Required: 30.8 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank Or Reservoir Date of Test N/A I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 0.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 0.0 psi I Elevation 0 I At a Flow of 0 gpm ( Make: I well Elevation 0" I Model: I Proof Flow 0 gpm Location: Source of information: SYSTEM VOLUME 22 Gd110n5 Notes: These calculations are submitted only to demonstrate the minimum hydraulic requirements for just the system illustrated on sheet FP-1. OFISHER ISLAND MEDICAL CENTER Drawing Date:02 May 06 5/ 3/06 8:34 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS H~dr Ref w Required at Hyd Area 1 172 22.0 psi 1 2' CPVC Tee 1' 120 2.067 172 0.3 1 Pipe 2" Pvx15 CSC 10' 150 2.003 172 2.0 Elevation Change 15'0" 6.5 Page 1 Y FISHER.HY1 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 272 30.8 psi water Source 0.0 psi static, 0.0 psi residual @ 0 gpm 272 gpm 0.0 psi SAFETY PRESSURE 0.0 psi Available Pre55ure Of 0.0 psi i5 NOT SUFFICIENT to meet Required Pressure of 0 psi by -0 psi Maximum water velocity is 17.7 fps OFISHER ISLAND MEDICAL CENTER Drawing Date:02 May 06 5/ 3/06 8:34 LEGEND HYD REF Hydraulic reference. Refer t0 accompanying flow diagram. _ K FACTOR Flow factor for open head,nr path where Flow (gpm) = K x -\/P sizE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg E11 45 - 45 deg E11 T - Tee LT - Lony Turn 90 E11 SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss <psi) to fitting .where Pf = 1 x 4.52 x (Q/C)~1.85 / ID~4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv velocity pressure (psi) where Pv = 0.001123 x Q~2/iDn4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PZPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head .back to previously defined paths OFISHER ISLAND MEDICAL CENTER Drawing Date:02 May 06 S/ 3/06 8:34 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD Page 2 v FISHER.HYl HYD REF OUTLET SIZE 90 45 PZPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf PV PdrOp PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 18.4 1" 0 0 8'8" 6.2 fps 11.0 11.0 11.0 -7" 0.14 gpm/sq ft 1.109" 0 0 1'0" 0.085 0.8 0.0 0.2 7" K= 5.60 18.4 120 Pv 1 9'8" 0" 0.0 11.0 10.8 60" HEAD 2 18.3 1" 0 0 6'8" 12.3 fps 11.8 11.8 10.8 -7" 0.30 gpm/sq ft 1.109" 0 0 1'0" 0.304 2.3 1.0 0.2 7" K= 5.60 36.6 120 PV 1 7'8" 0" 0.0 10.8 10.6 60" REF 10 40.2. 1-1/2" 1 0 11'9" 12.4 fps 14.2 14.2 PATH 5 AND 6 1.602" 0 0 8'0" 0.132 2.6 0.0 K= 10.68. 76.9 150 PV 1 19'9" 0" 0.0 14.2 REF Al 37.6 2" 0 0 6'6" 11.8 fps 16.8 16.8 PATH 2 2.003" 1 0 11'0" 0.093 1.6 0.9 K= 9.43 114.4 150 Pv 1 17'6" 0" 0.0 15.9 REF A2 57.5 2" 0 0 16'2" 17.7 fps 18.4 18.4 PATH 3 2.003" 0 0 2'0" 0.197 3.6 0.0 K= 13.39 171.9 150 PV 2 18'2" 0" 0.0 18.4 REF W 171.9 gpm PATH 1 K= 36.65 22.0 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO Al HEAD 6 18.5 1" 0 0 2'0" 6.2 fps 11.E 11.2 11.2 -7" 0.33 gpm/sq ft 1.109" 1 0 5'0" 0.086 0.6 0.0 0.2 7" K= 5.60 18.5 120 PV 0 7'0" 0" 0.0 11.2 11.0 60" REF 11 19.0 1" 0 0 4'6" 12.6 fps 12.9 12.9 PATH 4 1.109" 1 0 5'0" 0.318 3.0 1.0 K= 5.30 37.6 120 Pv 0 9'6" 0" 0.0 11.8 REF Al 37.6 gpm PATH 2 K= 9.43 15.9 psi OFISHER ISLAND MEDICAL CENTER Drawing Date:02 May 06 5/ 3/06 8:34 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM). PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 18.7 1" 0 0 8'8" 6.3 fps 11.3 11.3 11.3 -7" 0.21 gpm/sq ft 1.109" 0 0 1'0" 0.087 0.8 0.0 0.2 7" K= 5.60 18.7 120 PV 1 9'8" 0" 0.0 11.3 11.1 60" Page 3 • Y FISHER.HY1 HEAD 8 18.5 1" 0 0 8'8" 12.5 fps 12.2 12.2 11.1 -7" 0.21 gpm/sq ft 1.109" 0 0 1'0" -0.312 3.0 1.0 0.2 7" K= 5.60 37.2 120 Pv 1 9'8" 0" 0.0 11.1 10.9 60" REF 12 20.3 1-1/4" 1 0 5'8" 12.1 fps 15.2 15.2 PATH 7 1.400" 1 0 16'0" 0.149 3.2 1.0 K= 5.38 57.5 150 Pv 0 21'8" 0" 0.0 14.2 REF A2 57.5 gpm PATH 3 K= 13.39 18.4 psi PATH 4 FROM HYDRAULIC REFERENCE S TO 11 HEAD 5 19.0 1" 0 0 11'0" 6.4 fps 11.8 11.8 11.8 -7" 0.13 gpm/sq ft 1.109" 0 0 1'0" 0.090 1.1 0.0 0.3 7" K= 5.60 19.0 120 PV 1 12'0" 0" 0.0 11.8 11.5 60" REF 11 19.0 gpm PATH 4 K, 5.30 12.9 psi PATH 5 FROM HYDRAULIC REFERENCE 3 TO 10 HEAD 3 20.1 1" 0 0 2'4" 6.7 fps 13.1 13.1 13.1 -7" 0.35 gpm/sq ft 1.109" 1 0 8'0" 0.100 1.0 0.0 0.3 7" K= 5.60 20.1 120 PV 0 10'4" 0" 0.0 13.1 12.8 60" REF 10 20.1 gpm PATH 5 K= 5.33 14.2 psi PATH 6 FROM HYDRAULIC REFERENCE 4 TO 10 HEAD 4 20.2 1" 0 0 11" 6.8 fps 13.3 13.3 13.3 -7" 0.25 gpm/sq ft 1.109" 1 0 8'0" 0.101 0.9 0.0 0.3 7" K= 5.60 20.2 120 PV 0 8'11" 0" 0.0 13.3 13.0 60" REF 10 20.2 gpm PATH 6 K= 5.36 14.2 psi FISHER ISLAND MEDICAL CENTER Drawing Date:02 May 06 5/ 3/06 8:34 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS P52/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 9 TO 12 HEAD 9 20.3 ~ 1" 0 0 2'6" 6.8 fps 13.5 13.5 13.5 -7" 0.10 gpm/sq ft 1.109" 1 0 5'0" 0.102 0.8 0.0 0.3 7" K= 5.60 20.3 120 PV 0 7'6" 0" 0.0 13.5 13.1 60" REF 12 20.3 gpm PATH 7 K= 5.38 14.2 psi Page 4 FISHER.HY2 FISHER ISLAND MEDICAL CENTER DraWing Ddte:02 May 06 5/ 3/06 9:38 HYDRAULIC DESIGN INFORMATION SHEET JOb Ndme: FISHER ISLAND MEDICAL CENTER Location: HAVEN HOMES, INC. Beech Creek, PA 16822 .Drawing Date: 02 May 06 Remote Area Number: 2 Contractor: SUSQUEHANNA SPRINKLER, INC. Telephone:717-444-3306 404 North Front Street Liverpool, Pa. .17045 Designer: J. A. Comp Calculated sy:SprinkCaLC CSC Systems & Design Construction: wood Frame Occupancy:Office/Residence Reviewing Authorities:LOCaI Auth. SYSTEM DESIGN Code:NFPA 13D Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Operation 288 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES { Make:Tyco Mode1:LFII Area per Sprinkler 144 sq ftl Orifice:?/16 K-Factor: 4.20 Hose Allowance inside 0 gpm I Temperature Rating:160 Hose Allowance outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 128.0 psi Required: 30.8 @ Source ' WATER SUPPLY Water F10W Test I Pump Data I Tank Or ReSerVOlr Date of Test N/A I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 0.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 0.0 psi I Elevation 0 I At a Flow of 0 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 22 Gallons Notes: These calculations are submitted only to demonstrate the minimum hydraulic requirements for just the system illustrated on sheet FP-1. UFISHER ISLAND MEDICAL CENTER Drawing Date:02 May 06 5/ 3/06 9:38 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LO55 QTY DESCRIPTION LENGTH C ID gpm p5l TOTALS H~dr Ref w Required at Hyd Area 2 28 24.3 psi 1 2' CPVC Tee 1' 120 2.067 28 0.0 1 Pipe 2" PVx15 CSC 10' 150 2.003 28 0.1 Elevation Change 15'0" 6.5 Page 1 Y FISHER.HY2 Fired Flow Flow LOSS .100 gpm . Hydr Ref R1 Required at Source 128 30.8 psi Water Source 0.0 psi static, 0.0 psi residual @ 0 gpm 128 gpm 0.0 psi SAFETY PRESSURE 0.0 p5l Available Pressure of 0.0 psi is NOT SUFFICIENT to meet Required Pressure of 0 psi by -0 psi Maximum Water velocity is 9.4 fps OFISHER ISLAND MEDICAL CENTER Drawing Date:02 May -06 5/ 3/06 9:38 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open. head ~r path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg E11 45 - 45 deg E11 T - Tee LT - Long Turn 90 E11 SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)~1.85 / ID~4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv velocity pressure (psi) where Pv = 0.001123 x Q~2/ID~4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or .drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths OFISHER ISLAND MEDICAL CENTER DraWing Date:02 May 06 5/ 3/06 9:38 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD Page 2 Y 1:'~ FISHER. HY2 HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ' ID T LT FITTINGS LO55 Psi/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO W (PRIMARY PATH) HEAD 13 14.0 1" 0 0 12'0" 4.7 fps 11.1 11.1 11.1 -9" 0.10 gpm/sq ft 1.109" 0 0 1'0" 0.051 0.7 0.0 -0.0 9" K= 4.20 14.0 120 Pv 1 13'0" 0" 0.0 11.1 11.1 60" HEAD 14 14.0 1" 0 0 25'4" 9.4 fps 11.7 11.7 11.2 -9" 0.10 gpm/sq ft 1.109" 2 0 14'0" 0.185 7.3 0.6 -0.0 9" K= 4.20 28.0 120 Pv 3 39'4" 0" 0.0 11.2 11.2 60" REF B1 1-1/2" 0 0 17'0" 4.5 fps 19.0 1.602" 3 0 24'0" 0.020 0.8 28.0 150 PV 0 41'0" 9'8" 4.2 REF 62 2" 0 0 10" 2.9 fps 24.1 2.003" 1 0 10'0" 0.007 0.1 28.0 150 PV O 10'10" O" 0.0 REF A2 2" 0 0 16'2" 2.9 fps 24.1 2.003" 0 0 2'0" 0.007 0.1 28.0 150 Pv 2 18'2" 0" 0.0 REF W Z8.0 gpm PATH 1 K= 5.69 24.3 psi 0 Page 3 y MAILING ADDRESS: PLANNING BOARD MEMBERS --````~pF SO(/j~, P.O. Box 1179 JERILYN B. WOODHOUSE ~OVv Old Southold, NY 11971 Chair J~( 1~1 OFFICE LOCATION: KENNE'PH L. EDWARDS H Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON Q ' p (cor. Main Rd. & Youngs AveJ JOSEPH L. TOWNSEND '/CQU~ O~ Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 27, 2007 Stephen L. Ham, III, Esq. Mathews and Ham 38 Nugent Street Southampton, NY 11968 Re: Island Health Project, Inc. Genital Avenue, Fishers Island SCTM: 1000-6-6-20.7 Dear Mr. Ham: This letter is to advise you the Planning Department staff performed a site visit on March 21, 2007 for the final site plan inspection on the above mentioned project. In reference to site plan approved on April 12, 2005, the Planning Board held a work session on March 26, 2007 to discuss the Planning Department staff site visit comments. The Planning Board has determined the site plan requirements have been satisfied in accordance with above referenced site plan and include the following items: • The Planning Board acknowledges and accepts the change from the April 12, 2005 approved site plan to the layout of the handicap space access aisle in the rear. • All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements and the applicant agrees to install all striping, symbol labels and required signage within 60 days from the date of this letter. • The applicant agrees to complete all the final grade work and landscaping as shown on the approved site plan and install grass seed by the end of June 2007. • As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which fails to survive within three (3) years of planting. • All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code requirements. This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, L, Jerilyn B. Woodhouse Chairperson Cc: File, Building Department, Town Engineer and Allie Raridon 08/05/2007 14:19 FA% 851 788 7798 FISHERS ISLAND UTILITY 1g~009 4~,~04 SOpj~,~. f ~f TOWN OF SOUTHOLD BUILDING DEPT. 768.1802 i N~P~CTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ j FOUNDATION 2ND [ j II~,SULATION ( ) FRAMINQ /STRAPPING [ P1NAL [ ]FIREPLACE 8c CHIMNEY [ j FIRE SAFETY INSPECTION c REMARKS: / l,~ C~ /Y ~ DATE S INSPECTOR 06-05-2007 13:15 SOUTHOLD BUILDING DEPT 16317659502 PRGE3 ~o~y,Of SO~lyo6 ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ r~OUNDATION 1ST [ ]ROUGH PLBG. [FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION i DATE ~ ~g ~ ~ INSPECTOR '~~f~`'r°~~ r FIELD INSPECTION REPORT D COMMENTS ~ a' FOUNDATION (1ST) 9 q <1~6 d a,/J s y FOUNDATION (2ND) D ~ n z o y ~y~yy L~J ROUGH FRAMING & ~ / Q ~ PLUMBING y r INSULATION PER N. Y. y STATE ENERGY CODE FINAL V, ADDITIONAL COMMENTS ` \ ~'i o ~ A.. U 4J k rt > ~ ~ IN ~ 'h- y a ~ o z l" w [ly O ~ y d x ~d 08/05/2907 16:10 FAX BJ1 788 7798 PISRERS ISLAND UTILSTY X81002 FIELD INSPECTION REPORT D COMMENTS 7 FOUNDATION (1ST) 9 ~6~Q ~ - ~ L _ ~ ~ - s/r~.o ~e-~ N _ E zG FOUNDATION (2ND) z ~ o A ROUGH FRAMING & Y PLUMBING H INSULATION PER N. Y. STATE ENERGY CODE _ _ 1t FINAL ~ ADDITIONAL COMMENTS U O ~ i-. ~l N v~~a z _ p ~ e r 86-05-2007 13:15 SDUTHOLD BUILDING DEPT 16317659502 PRGE2 www.bddesignusa.com 4 June 2007 Gazy Fish Southold Building Department 53095 Main Road Southold, NY 11971 RE: Fishers Island Health Center Oriental Avenue Fishers Island, NY Dear Mr. Fish, Pursuant to yow inspection at the above referenced project on May 31, 2007, please find enclosed drawings illustrating porch construction with tie downs (threaded rod through columns and anchoring into foundation, and EB-TY biscuit fasteners at porch decking). Also included is a typical foundation detail. Sincerely, BD DESIGN INC. Sam Fitzgerald, AIA Managing Architect tOl GREENWICH AVENUE, GRE2NWIC H, CT 06830 TNfi GLOAMING, 80X 447, PISHFRS ISLAND, FY 06390 T8L (203)983-6083 FAX (203)983-6084 TEL (630788-5648 FAX (631)788-5647 FISHERS ISLAND WATER WORKS CORPORATION FISHERS ISLAND NEW YORK 06390 AREA CODE 631/788-7251 4/27/07 To: Suffolk County Health Department Re: C10-04-0013 This letter is certification of potable water being supplied to the Island Health Project(Suffolk County Tax Map # 1000-6-6-20.7). Service consists of a 1 and 1/4" copper line from our main distribution system. Sincerely yours, Robert E. Wall President ALLSTATE RO. Box 2350 ¦ Hartford, Connecticut OG 14G • FIRE SPRINKLER ~8G0) 24G-771 1 FAX (8G0) 24G-7707 INC. - ~ MAY2~ 4/19/07 __...1 FIRE SPRINKLER EQUIPMENT O & M Manuals FOR Fishers Island Medical Center Building Fishers Island NY B.D. Remodeling P.O. Box 447 Fishers Island, NY 06390 ABC ~ Certified Small Business Enterprise ~ Conn. Contractor's License #F10590 ¦ ~ ~ . ~ 1 p ,Fire De t. { { f Connection } With wall plates and breakaway caps Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 SBA Product Caps The breakaway Caps for the .,p~~°~~~,~ protection of the 2%z" inlets on the Description Fire Department Connection are supplied in heavy-duty plastic or cast The Model 86A (straight pattern) aluminum alloy. They can be easily and Model 866 (90° pattem) Fire attached to the swivel lugs of the Fire Department Connections (FDC) are Department Connection using the eye 2%" x 2%" x 4" single clapper bolts supplied with the Caps. - siamese-type connections. They are designed to provide a supplementary water supply connection for automatic Technical sprinkler systems of all types, as 86B • required by NFPA 13. Data Both straight and 90° pattem Fire Department Connections are cast Straight brass with brass clapper, brass swivel Model: 86A (straight pattern FDC) couplings, and a brass hinge pin. The 86B (90° pattern FDC) words "AUTO SPKR" and "F. D. Size: or 90O Conn." are cast in raised letters on Outlet -4" (fo2mm) N.P.T. the body of the Fire Department Inlets - 2'/z" (sa mm) N.H. Std. thread Connection. Approvals: U.L., F.M. Flre Dept¦ The clapper design allows for one Maximum Working Pressure: 300 psi or both inlets to be pressurized during Standard Finish: operation. FDC -Rough brass Connection Fire Department Connections are Wall Plates -Red enamel paint with generally installed 18" to 5' above raised letters painted finished grade, however local codes white and standards may contain special Caps -Red plastic or red enamel requirements with regard to specific paint location. Weight: Wall Plates FDC (straight) - 7.81bs. (3.a ky) The Wall Plates are constructed of FDC (90°) - 9.3 lbs. (a.z k9) corrosion resistant aluminum alloy Wall plate - 11 oz. (312 grams) with cast-in raised letters. The raised Cap - 3 oz. (9a grams) letters on the round Wall Plate are Mfgr. source: Non-domestic "AUTO. SPKR" and "FIRE DEPT. Dimensions: CONNECTION." Wall Plate - 9'/<<" (saamm) O.D. • No. 28.7.0 Wall Plate -Round Installation Or ermg • Information The straight pattern Fire When placing an order, indicate the Department Connection is installed full product name. Please specify the by attaching to a horizontal 4" N.P.T. quantity, model, and size. threaded pipe generally extending Fire Department Connections are through an exterior building wall. The not furnished with wall plates and 90° pattern Fire Department caps. They must be ordered Connection is installed by attaching to separately. a vertical 4" N.P.T. threaded pipe, generally freestanding in a yard Availability and Service: Central application. sprinklers, accessories, and other The swivel inlets are 2.5"-7.5 products are available throughout the American National Fire Hose U.S. and Canada, and internationally Connection Screw Thread per NFPA through a network of Central 1963. Cap -Breakaway Sprinkler distribution centers. You The breakaway Caps for the inlets may write directly to Central Sprinkler are used to prevent damage to the Company, or call (215) 362-0700 for threads and to keep foreign objects the distributor nearest you. from entering the fire department connection piping. Caps should be Guarantee: Central Sprinkler replaced after Fire Department Company will repair and/or replace Connection use or if the Caps are any products found to be defective in damaged or missing. material or workmanship within a period of one year from date of shipment. Please refer to the current • Care & Price List for further details of the warranty. Maintenance Conversion Table: 1 inch = 25.400 mm All Fire Department Connections 1 foot = 0.3048 M should be regularly inspected to 1 pound = 0.4536 kg insure proper working condition. Conversions are approximate. 1. Connections should be readily visible and accessible. They should not be obstructed by vegetation or equipment. 2. Caps should be in place and the 2'/z" swivels should enjoy freedom of movement. Hose threads should be clean and in good condition. 3. Verify that the check valve in the fire department connection piping is not leaking. CENTRAL Central Spr r Company • 451 N. Cannon Avenue, Lansdale, PA 19446 ©1988 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 86.0 APPLICATION r Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. The Model 375A provides protection where a potential health hazard exists. STANDARDS COMPLIANCE (with NRS gates) (with BGVIC valves) • A$SEO Listed 1013 FEATURES Sizes: ~4" ? 6" ? 8" • AWWACompliantC511 (with gates only) Maximum working water pressure 175 PSI IAPMO®Listed Maximum working watertemperature 140°F CSA®Cerfified Hydrostatic test pressure 350 PSI FM®Approved End connections (Groovedforsteelpipe) AVVWAC606 UL®Classified (Flanged) ANSI B16.1 GUL®Classfied Class 125 ApprovedbytheFounda6onforCrossConnection OPTIONS (Suffixes can be combined) Control and Hydraulic Research atthe University of ? - withflangedendNRSgatevalves(standard) SouthemCalifomia ? FSC - withepoxycoatedwyetypestrainer(flangedonly) MATERIALS ? G -with grooved end NRS gate valves Main valve body DuctilelronASTMA536Grade4 ? GF -with groovedinletgateconnectionandflanged Access covers DuctilelronASTMA536Grade4 outlet gate connection Coatings FDAApprovedelectrostaticepoxyfinish ? FG-with flangedinletgateconnectionandgrooved Internals Stainlessstee1,300Series outlet gate connection NORYLTM, NSF Listed ? L - lessshut-offvalves(groovedbodyconnecfions) Fasteners&Springs StainlessStee1,300Series ? MS -with Integral Relief Valve MonitorSwitch Seal rings EPDM (FDAapproved) ? OSY -with flanged end OS&Y gate valves O-rings Buna Nitrite (FDA approved) ? OSYG -with grooved end OSS~Ygatevalves Sensing line Stainless Steel, braided hose ,`'BGVIC - withgroovedendbutterflyvalves ? PI -with Post Indicator Gate Valve MODEL 375A with OSY 8 ACCESSORIES FSC option ? Repair kit (rubber only) ? Thermal expansion tank (Model VVXTP) ~ ? OS & Y Gate valve tamper switch (OSY-40) k~, Air gap(ModelAG) ? Electronic SolenoidTimer(ModeIEST) - ` ? QT-SET Quick Test Fitting Set ` ? Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) MODEL WEIGHT 375A with mooEL wlnl BGVIC 375A WRHOUT WITH NRS WITH OSSV WITH NRS WITH OSBV BUTTERFLY OptlOn L_ SIZE GALES GATES (GKF) GATES (G%F) GATES (GXG) GATES (GXG) VALVES ~e~ II Q!~~'A'--{II-~)- (GXG) in. mm lbs. kg lbs. kg IDS. kg lbs. kg IDs. kg lbs. kg 4 100 83 38 227 103 237 108 201 9/ 211 86 115 52 8 150 138 62 358 182 372 169 326 148 342 155 1e6 es Attention: Mode1375A (grooved body)and Model e 200 3os 1as 7s7 344 781 35s 7s7 34.1 7s7 3aa a13 lea 375 (flange body) have different lay lengths. pRB~$pN(approximme) M006 AVviRI B E E EVVITH Relief Valve dis- s7sA Charge port: S¢E A BUR62FLY ~ C D 0S8Y OSBY BURH3FLY F G H VALVE GFH4 QOSED VALVES 21/2"-6" - VALVES 2.75 sq. in. in. mm n. mm n. mm in. mm n. mm n. mm n. mm in. mm n. mm in. mm in. mm in. mm n. mm 4 100 38 965 331/8 842 197/6 50.5 412 114 B 203 223/4 578 181/4 484 143/4 375 91/6 232 11 279 531/8 1349 71/4 164 B"" 10" - e 150 47 1194 39718 1013 257/8 657 512 140 10 254 301/6 765 233/4 603 19 483 10118 257 1239 314 65 1651 91/4 235 3.69 SQ. In. 8 200 81 5/B 1565 5412 1384 ?812 978 10 254 11 279 373/4 959 291/d ]d3 2212 572 11 15/16 303 1539 391 6579 2191 1378 333 ~ a • 1 . Page 1 of 2 FLOW CHARACTERISTICS • MODEL 375A 4" & 6" (STANDARD 8 METRIC) FLOW RATES (I/s) 25.2 50.5 75.7 101 r? 15 _ 104 4" (t00mm) 6" (150mm) n H 10 69 ~ 0 0 J J a 5 - 35 it H ~ rn ~ 0 a 0 400 800 1200 1600 a FLOW RATES (GPM) MODEL 375A 8" (STANDARD 8 METRIC) FLOW RATES (I/s) 63.1 126.2 189.3 252.4 y 20 138 a ai 15 - 104 uNi 0 0 t0 69 j H y 5 35 a 0 1000 2000 3000 4000 a FLOW RATES (GPM) O Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Capacity thru Schedule 40 Pipe (GPM) LOCaI codes Shall govern installation requirements. Unless pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec otherwise specified, the assembly shall be mounted at a 2 1/2" 75 112 1as 224 • minimum Of 12" (305mm) and a maximum of 30" (762mm) 3" 115 173 230 346 above adequate drains with sufficient side clearance for 4" 1g8 208 3s7 sss testing and maintenance. The installation shall be made so 6" a50 675 900 1351 that no part of the unit can be submerged. B" 780 11ss 155s 233s 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 I- ----1 I PROTECTIVE )T_'{~ I ENCLOSURE I ( I I 1 I 1 I 1 I I I ~ I I AIR GNP 12' MIN. WrDRAIN 30"MA%. I I I 12"MIN. I ° . ~ 30' MAX. DIRECTION OF FLOW DIRECTION OF FLOW C~ INDOOR INSTALLATION (375A with BGVIC option) OUTDOOR INSTALLATION (375A with FSC option) SPECIFICATIONS The Reduced Pressure Principle Backflow Prevention Assembly shall be ASSES Listed 1013, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYL TM, the stem shall be stainless steel (ASTM A 276) and the seat d isc elastomers shall be EPD M. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Principle Backflow Prevention Assembly shall be a WILKINS Model 375A. Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: hdp:l/www.zum.com +'~",yGIQ' Fire & fs'uilc/i~~c~ CENTRAL Customer ice/Sales: Technical Services: Tel: (800) 381-9312 /Fax: (800) 791-5500 Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series TY-FRB - 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprink ers Quick Response, Standard Coverage General chemical to which the sprinklers will be exposed. Description An intermediate level versions of the _ _ ' Series TY-FRB Pendent Sprinklers are The Series TY-FRB, 2.8, 4.2, 5.6, and detailed in Technical Data Sheet r 8.0 K-factor, Upright and Pendent TFP356, and Sprinkler Guards are de- t. .y Sprinklers described in this data sheet tailed in Technical Data Sheet TFP780 i 0. are quick response -standard cover- WARNINGS age, decorative 3 mm glass bulb type The Series TY-FRB S rinklers de- spray sprinklers designed for use in P 4..~ - light or ordinary hazard, commercial scribed herein must be installed and occupancies such as banks, hotels, maintained in compliance with this shopping malls, etc. document, as well as with the applica- blestandards o1 the National Fire Pro- The recessed version of the Series tection Association, in addition to the • TY-FRB Pendent Sprinkler, where ap- standards of any otherauthoritieshav- plicable, is intended for use in areas ing jurisdiction. Failure to do so may with a finished ceiling. It uses either a impair the integrity of these devices. two-piece Style 10 (1/2 inch NPT) or The owneris res onsible /or maintain- ate''` Style 40 (3/4 inch NPT) Recessed Es- P ~ cutcheon with 1/2 inch (12,7 mm) of ing their fire protection system and de- - recessed adjustment or up to 3/4 inch vices in proper operating condition. (19,1 mm) of total adjustment from the The installing contractor or sprinkler flush pendent position, or a two-piece manufacturer should be contacted Style 20 (1/2 inch NPT) or Style 30 (3/4 relative to any questions. ~ 7,. inch NPT) Recessed Escutcheon with ~""r~,• 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of Model/Sprinkler Maximum Working Pressure total adjustment from the flush pen- 175 si 12,1 bar dent position. The adjustment provided ?dentification P ( ) by the Recessed Escutcheon reduces Discharge Coefficient the accuracy to which the fixed pipe Numbers K = 2.8 GPM/psiti2 (40,3 LPM/bars/z) drops to the sprinklers must be cut. K = 4.2 GPM/psi~tz (60,5 LPM/barti2) Corrosion resistant coatings, where TY1131 - Upright 2.8K, 1/2"NPT K = 5.6 GPM/psi~iz (80,6 LPM/bar~i2)) applicable, are utilized to extend the TY1231 - Pendent 2.8K,1/2"NPT K = 8.0 GPM/psi~tz (115,2 LPM/bars/L) life of copper alloy sprinklers beyond TY2131 - Upright 4.2K, 1/2"NPT Temperature Ratings that which would otherwise be ob- TY2231 - Pendent 4.2K,1/2"NPT Refer to Table A and B rained when exposed to corrosive at- TY3131 - Upright 5.6K, 1/2"NPT-- mospheres. Although corrosion resis- TY3231 - Pendent 5.6K, 1/2"NPT Finishes tant coated sprinklers have passed the TY4131 - Upright B.OK, 3/4"NPT Sprinkler: Refer to Table A and B standard corrosion tests of [he appli- TY4231 - Pendent S.OK, 3/4"NPT Recessed Escutcheon: White Coated, Y cable approval agencies, the testing is Chrome Plated, or Brass Plated not representative of all possible cor- ~ rosive atmos heres. Conse uentl , it Technical p q y Physical Characteristics is recommended that the end user be Data Frame Bronze ~ consulted with respect to the suitability Button Brass/Copper d of these coatings for any given corro- Approvals Sealing Assembly sive environment. The effects of ambi- UL and C-UL Listed. Bulb Y Glass ent temperature, concentration of Ber Ilium Nickel w/Teflon ~ • chemicals, and gas/chemical velocity, FM, LPCB, and NYC Approved. should be considered, as a minimum, (RefertoTableAforcompleteapproval Compression Screw Bronze c along with the corrosive nature of the information including corrosion resis- Deflector .Copper/Bronze a tant status.) Bushing (K=2.8) Bronze o t Page 1 of 8 APRIL, 2003 TFP17f Page 2 of 8 TFP171 • CUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PL TE SEATING "xx NOMINAL RECESSED S RFACE 1/2 MAKE-IN ESCUTCHEON SSU' NPT ~ DEFLECTOR - 6 7/16" 5 2-1/4" (11,1 mm) 4 (57,2 mm) NOMINAL MAKE-IN 2 1-9/16' ~ 2-3/16' 3 (39,7 mm) i WRENCH (55,6 mm) FLATS 1 7 SSP DEFLECTOR' 2-7/6' (73,0 mm) DIA. 1/2" NPT" PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION f -Frame 3 -Sealing a - Bu s -Deflector 'Temperature ra' g is indicated on deflector or adjacent to 2 -Button Assembly 5 - Com esslon 7 -Bushing OrrfiCa seat On me. Scr "Pipe thre connections per ISO 7/1 can he providetl on special r est. FIGURE i QUICK RESPONSE SERIES TY-FR UPRIGHT (TY1131) D PENDENT (TYf231) SPRINKLERS 2.8 -FACTOR, 1/21 H NPT ESCUTCHEON 7/16'(11,1 mm) S or 20 PLATE SEATING , xx NOMINAL R SSED x SURFACE 1/2 MAKE-IN E UT EON SSU • NPT ~ DEFLECTOR 6' 7/16' S 2-3/16" (71,1 mm) (55,6 mm) NOMINAL 4 MAKE-IN 1-1/2" I 2-3/16' 2 (38,1 mm) WRENCH ~ (55,6 mm) 3 FLATS 1 SSP DEFLECTOR' 2-7/S" (73,0 mm) DIA. 1/2' NPT' ENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3 -Sealing 4 -Bulb 6 - Deflector ' Temperature rating is dirated on deflector or adjacent to 2 -Button Assembly 5 -Compression orifice seat On frame. Screw Pipe thread connections p ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY223i) S INKLERS 42 K-FACTOR, 1/2 INCH NPT • TFP171 Page 3 of 8 • ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SSU` SURFACE 1/2 MAKE-IN ESCUTCHEON Np7 ~ DEFLECTOR 6' 7/16" 5 2-3/16" T (11,1 mm) (55,6 mm) NOMINAL 4 MAKE-IN 1-1 /2" I 2-3/16" 2 (38,7 mm) WRENCH ~ (55,6 mm) 3 FLATS 1 SSP DEFLECTOR" 2-7/6" (73.0 mm) DIA. ~-I 1/2° NPT"• PENDENT RECESSED PENDENT UPRIGHT r CROSS SECTION t -Frame 3 -Sealing 4 -Bulb 6 -Deflector ' Temperature rating is indicated on deflector or adjacent to 2 -Button Assembly 5 -Compression orifice seat on frame. Screw "pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1Y2" (12,7 mm) STYLE ~ or 40 PLATE SEATING NOMINAL RECESSED SSU• • SURFACE NPT ~-IN ESCUTCHEON DEFLECTOR 6• 1/2• 5 2-5/16" ~ (12,7 mm) (56,7 mm) NOMINAL 4 MAKE-IN 1-9/16" I 2-1/4" 2 (39,7 mm) WRENCH (57,2 mm) 3 FLATS 1 SSP DEFLECTOR" 2-7/e" (73,0 mm) DIA. ~ 3/4" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION t - Fmme 3 -Sealing 4 -Bulb s -Deflector • Temperature rating is indicated on deflector or adjacent to 2- Bubon Assembly 5 -Compression orifice Beat on frame. Screw **pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY423i) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Listing is based on the requirements of Operation Design NFPA 13, and FM Approval is based on the requirements of FM's loss Pre- The glass Bulb contains a fluid which Criteria vention Data Sheets Only the Style expands when exposed to heat. When 10, 20, 30, or 40 Recessed Escutch- the rated temperature is reached, the The Series TY-FRB Pendent and Up- eon, as applicable, is to be used for fluid expands sufficiently to shatter the right Sprinklers are intended for fire recessed pendent installations. • glass Bulb, allowing the sprinkler to protection systems designed in ac- activate and water to flow. cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Page 4 of 8 TFP171 • SPRINKLER FINISH (See Note 7) Installation K TYPE TEMP. BULB NATURAL CHROME WHITE"` LIOUID BRASS PLATED POLYESTER The Series TY-FRB Sprinklers must be installed in accordance with the follow- 135°F/57°C Orange ing instructions: PENDENT 155°F/68°C Red 1231 NOTES ~ nd ) 175°F/79°C yellow 1, 2, 3, S Do not install any bulb type sprinkler i/ UPRIGHT 200°F/93°C Green the bulb is cracked or there is a loss of 2 6 (TY1131) liquid /rom the bulb. With the sprinkler 286°F/141°C Blue held horizontally, a small air bubble 1/2" should be present. The diameterofthe NPT 135°F/57°C Orange air bubble is approximately 1/16 inch RECESSED 155°F/68°C Red (1,6 mm) for the 135°F/57°C to 3/32 PENDENT inch (2,4 mmJ for the 286°F/141°C (TY2231)• 175°F/79°C Yellow temperature ratings. Figure 5 200°F/93°C Green 1, 2, 5 A leak tight 1/2 inch NPT sprinkler joint 135°F/57°C Orange should be obtained with a torque of 7 RECESSED 155°F/68°C Red to 14 ff.lbs. (9,5 to 19,0 Nm). A mazi- PENDENT mum O/ 21 ff. lbs. (28,5 Nm) O/ torque (TY2231)•' 175°F/79°C Yellow may be used to install sprinklers with FI ure 6 1/2 NPT connections. A leak tight 3/4 9 200°F/93°C Green inch NPT sprinkler joint should be ob- 135°F/57°C Orange tained with a torque of 10 to 20 ft.lbs. PENDENT 155°F/66°C Red (13,4 to 26,8 NmJ. A maximum of 30 (TY2231) if.lbs. (40,7 Nm) of torque is to be used and 175°Fl7s°C Yellow to install sprinklers with 3/4 NPT con- UPRIGHT 200=F/93°C Green nections. Higher levels of torque may (TY3131) distort the sprinkler inlet and cause 4.2 286°F/141°C Blue 1 2 leakage orimpairment o/the sprinkler. 1/2' 135°F/57°C Orange Do not attempt to make-up for insufli- • NPT cient ad%ustment in the escutcheon RECESSED 155°F/68°C Red PENDENT plate by under- or over-tightening the (Ty2231)• 175°F/79°C Yellow sprinkler. Readjust the position of the sprinkler lifting to suit. Figure 7 200°F/93°C Green The Series TY-FRB Pendent and Up- 135°F/57°C orange right Sprinklers must be installed in RECESSED 155°F/68°C Red accordance with the following instruc- PENDENT tIOf1S. (TY2231)" 175°F/79°C Yellow FI urea Step 1. Pendent sprinklers are to be g 200°F/93°C Green installed in the pendent position, and upright sprinklers are to be installed in NOTES: the upright position. 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Ouick Response Step 2. With pipe thread sealant ap- Sprinklers. plied to the pipe threads, hand tighten 3. Approved by Factory Mutual Research Corporation (FM) as Ouick Response Sprin- the sprinkler into the sprinkler fitting. klers. Step 3. Tighten the sprinkler into the 5. Approvetl by the City of New York under MEA 354-Ot-E. Sprinkler fitting Using Only the W-Type 7. Where Polyester Coatetl Sprinklers are noted to be UL and C-UL Listed, the Sprin- 6 Sprinkler Wrench (Ref. Figure 13). klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. With reference t0 Fi ureS 1, 2, 3, and ` Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4' Total Adjustment Re- g cessed Escutcheon, as applicable. 4, the W-Type 6 Sprinkler Wrench is t0 " Installed with Style 20 (1/2" NPT) or Style 30 (3/4' NPT) 1/2" Total Adjustment Re- be applied t0 the Sprinkler Wrench cessed Escutcheon, as applicable. flats. Frame and Deflector only. Listings and approvals apply to all colors (Special Order). N/A: Not Available The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in TABLE A accordance with the following instruc- LABORATORYLISTINGS AND APPROVALS tions. 2.8 AND 4.2 K-FACTOR SPRINKLERS Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the • pipe threads, hand tighten the sprin- klerinto the sprinkler fitting. Step B. Tighten the sprinkler into the TFPi71 Page 5 of 8 • SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB NATURAL CHROME WHITE"• LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT 155°F/68°C Red (TY3231) 1, 2, 3, 4, 5, 6 1, 2, 3, 5 and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 5.6 (TY3131) 286°F/141°C Blue 1/2" NPT 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1, 2, 4, 5 WA (TY3231)' 175°F/79°C Yellow Flgure 9 200°F/93°C Green 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1, 2, 3, 4, 5 1, 2, 4, 5 N/A (TY3231)" 175°F/79°C Yellow Figure 10 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY4231) 1, 2, 5 and 175°F/79°C Yellow 1, 2, 3, 4, 5, 6 UPRIGHT 200=F/93°C Green 8.0 (TY4131) 286°F/141°C Blue 3/4° • NPT 735°F/57°C Green RECESSED 155°F/68°C Orange PENDENT 1, 2, 4, 5 N/A (TY4231)` 175°F/79°C Red Flgure 11 200°F/93°C Yellow 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1, 2, 3, 4, 5 N/A (TY4231)`• 175°F/79°C Yellow Flgure 12 200°F/93°C Green NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB) as Quick Response Sprinklers: however, the LPC does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). 7. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4' NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. "Installed with Style 20 (1/2" NPT) or Style 30 (3/4' NPT) 1/2' Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to all colors (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS sprinkler fitting using only the W-Type Step C. After the ceiling has been in- 7 Recessed Sprinkler Wrench (Ref. stalled or the finish coat has been ap- Figure 14). With reference to Figure 1, plied, slide on the Style 10, 20, 30, or 2, 3, and 4, the W-Type 7 Recessed 40 Closure over the Series TY-FRB Sprinkler Wrench is to be applied to Sprinkler and push the Closure over the sprinkler wrench flats. the Mounting Plate until its flange comes in contact with the ceiling. Page 6 of 8 TFP177 • 2-7/8"DIA. ~ 2-7/6" DIA. 5/8x1/4' Q3,0 mm) I y4"(19,1 mm ~ (73,O mm) ) _ 1/2x1/6" 1/2' (12,7.mm1,. (15,9x6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) (12,7x3,2 mm) 1/4" 6,4 mm ,F 2-1/4" DIA. ( ) FACE OF (57,2 mm) I MOUNTING FACE OF i (57,2 mm) MOUNTING SPRINKLER pLA7E SPRINKLER I ~ PLATE FITTING ~ FITTING / I 1/6' ~ 1/6" (3,2 mm) I (3,2 mm) =1_ _ ~-T- MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) CLOSURE SERIES 1-5/16" (33,3 mm) TV-FRB 13/16" (20,6 mm) TV-FRB 1-//16" (27,0 mm) FIGURE 5 FIGURE 8 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2INCH TOTAL ADJUSTMENT STYLE f0 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 /NCH NPT 2.8 K-FACTOR, 1/2INCH NPT 2-7/6" DIA. 2-7l6" DIA. 5/6x1/4' ) 3/4" 19,1 mm (73,0 mm (73,0 mm ( ) 1/2x1/6" ) 12" (12,7 mm) f (75,9x6,4 mm) 1~ 2-1/4" DIA. 1/4' (6,4 mm) ~ (12,7x3,2 mm) 2-1/4' DIA. i/4" (6,4 mm) FACE OF i (57,2 mm) ~ (57,2 mm) SPRINKLER i MOUNTING FACE OF MOUNTING FITTING ~ PLATE SPRINKLER ~ pLATE ~ FITTING j i (3,2 mm) 1 m) i MO INT NU G MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/ TY-FRe y4' (79,1 mm) TV-FRB 1" (25,4 mm) FIGURE 7 FIGURE 8 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE $/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 /NCH TOTAL ADJUSTMENT STYLE f0 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 /NCH NPT 4.2 K-FACTOR, 1/2 /NCH NPT used to cover a clearance hole, may and after installation. Sprinklers dam- Care and delay the time to sprinkler operation in aged by dropping, striking, wrench a fire situation. twisUslippage, or the like, must be re- Maintenance Sprinklers that are found to be leaking has ad crackedpb Ib oryt at has lost The SeriesTY-FRB Sprinklers must be or exhibiting visible signs of corrosion liquid from its bulb. (Ref. Installation maintained and serviced in accord- must be replaced. Section). ance with the following instructions: Automatic sprinklers must never be Frequent visual inspections are rec- NOTES painted, plated, coated or otherwise ommended to be initially performed for altered after leaving the factory. Modi- corrosion resistant coated s rlnklers, Beforeclosingafireprotectionsystem tied sprinklers must be replaced. P main control valve for maintenance Sprinklers that have been exposed to after the installation has been com- work on the fire protection system that corrosive products of combustion, but Pleted, to verify the integrity of the cor- itcontrols, permission ro shut down the have not operated, should be replaced rosion resistant coating. Thereafter, affected /ire protection system must be if they cannot be completely cleaned annual inspections per NFPA 25 obtained /rom the proper authorities by wiping the sprinkler with a cloth or should suffice; however, instead of in- • and all personnel who maybe affected by brushing it with a soft bristle brush. specting from the floor level, a random by this action must be notified. sampling of close-up visual inspec- Care must be exercised to avoid dam- lions should be made, so as to better Absence of an escutcheon, which is age to the sprinklers -before, during, determine the exact sprinkler condi- TFPi71 Page 7 of 8 • 2-7/B' DIA. 2-7/8" DIA. (73,0 mm) ~ (73,0 mm) 5/8x1/4' 3/4"(19,1 mm) 1/2x1/8• 1/2'(12,7 mm) (15,9x6,4 mm) 2-1/4" DIA. ~ 1/4" (6.4 mm) '(12,7x3,2 mm) FF 2-1/4" DIA. 1f4° (8,4 mm) FACE OF (57,2 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER ~'I MOUNTING FITTING I ~ PLATE SFRTTINGR / PLATE 1/8' 1/B" (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TV-FRB 3/4" (19,1 mm) TV-FRB 1' (26,4 mm) FIGURE 9 FIGURE 10 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/Z INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8"DIA. ~ 2-7l6" DIA. 6/8x1/4' p3,0 mm) 3/4" (19,1 mm) 1/2x1/8' (73,0 mm) i/2' (12,7 mm) i (15,9x6,4 mm) 2-1/4°DIA. 1/4"(6.4 mm) (12,7a?,2 mm) 2-1/4°DIA. 1/4'(6,4 mm) (57,2 mm FACE OF ) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER r' PLATE FITTING ~ FITTING 1/8° 1/8" . (3,2 mm) (3.2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-6/16' (33,3 mm) CLOSURE SERIES 1-6/16' (33,3 mm) TY-FRB 13/16'(20,6 mm) TKFRB 1-1/16'(27,0 mm) FIGURE 11 FIGURE f2 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 8.0 K-FACTOR, 3/4 INCH NPT lion and the long term integrity of the corrosion resistant coating, as it may WRENCH be affected by the corrosive conditions RECESS present. WRENCH RECESS ~ The owner is responsible for the in- (END'A' uSED FOR ^ spection, testing, and maintenance of 1/2' NPT MODELS) S/U\( their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- WRENCH RECESS lion ASSOCIatIOn e. NFPA 2S , in (END "B' USED FOR PUSH WRENCH ( g ~ j 3/4" NPT MODELS) INTO ENSURE addition to the standards of any other ENGAGEMENT authorities having jurisdiction. The in- WITH SPRINKLER stalling contractor or sprinkler manu- FIGURE 13 WRENCHING AREA facturer should be contacted relative to W--TYPE 6 SPRINKLER any questions. WRENCH . It is recommended that automatic FIGURE 14 sprinkler systems be inspected, W-TYPE7 RECESSED tested, and maintained by a qualified SPRINKLER WRENCH Inspection Service. Page 8 of 8 TFP171 • P/N 57 -XXX - X -XXX TEMPERATURE MODEUSIN RATING SPRINKLER 330 2.6K UPRIGHT (1/2"NPT) TY7131 135 135°F/57°C 331 2.6K PENDENT (1/2"NPT) TY7231 1 NATURAL BRASS 155 155°F/68°C 340 4.2K UPRIGHT (1/2"NPn TY2131 4 WHITE POLYESTER 175 175°Ff79°C 341 4.2K PENDENT (1/2'NPT) TY2231 9 CHROME PLATED 200 200°F/93°C 370 5.6K UPRIGHT (1/2"NPT) TY3131 7 LEAD COATED 286 286°F/141°C 371 5.6K PENDENT (1/2"NPT) TY3231 390 B.OK UPRIGHT (3/4°NPT) TY4131 391 6.OK PENDENT (3/4'NPT) TY4231 TABLE C PART NUMBER SELECTION SERIES TY--FRB PENDENT AND UPRIGHT SPRINKLERS ORY, FOR INCIDENTAL, INDIRECT, cutcheon with (specify finish), P/N Limited SPECIAL OR CONSEQUENTIAL (specify). DAMAGES, INCLUDING BUT NOT Warranty LIMITED TO LABOR CHARGES, RE- 1/2" (15 mm) GARDLESS OF WHETHER TYCO style to Products manufactured by Tyco Fire FIRE PRODUCTS WAS INFORMED ChromePlatetl P/N56-701-9-010 Products are warranted solel to the 1/2' (15 mm) Y ABOUT THE POSSIBILITY OF SUCH SNIe 10 original Buyer for ten (10) years DAMAGES, AND IN NO EVENT wnaecoior against defects in material and work- SHALL TYCO FIRE PRODUCTS' LI- Coated P/N 56-701-x-010 manship when paid for and properly ABILITY EXCEED AN AMOUNT 1/2" (/5 mm) installed and maintained under normal EQUAL TO THE SALES PRICE. style 10 Brass Pletetl P/N 56-701-2-010 use and service. This warranty will ex- THE FOREGOING WARRANTY IS 1/2' (15 mm) pire ten (10) years from date of ship- style 20 ment by Tyco Fire Products. No war- MADE IN L/EU OF ANY AND ALL Chrome Plated P/N 56-705-9-010 ranty is given for products or OTHER WARRANTIES EXPRESS OR 1/2' (15 mm) components manufactured by comps- IMPLIED.INCLUDINGWARRANTIES style 20 OF MERCHANTABILITY AND FIT- white Color Hies not affiliated by ownership with NESS FOR A PARTICULAR PUR- coated P/N5sao5-a-o1o Tyco Fire Products or for products and POSE" 1/2styie zo ) components which have been subject Brass Plated P/N 56-705-2-010 to misuse, improper installation, corm- aa" (zo mm) Sion, or which have not been installed, y maintained, modified or repaired in ac- Qrderin Chrome Plated P/N 58-705-9-011 cordance with applicable Standards of ~ 3/a• (zo mm) the National Fire Protection Associa- style so lion, and/or the standards of any other rocedure Whae Color Authorities Having Jurisdiction. Male- coated P/NSSaos-a-ot1 vials found by Tyco Fire Products to be When placing an order, indicate the full ~as~ ~ ao ) defective shall be either re aired or Product name. Refer to the Price List Brass Plated P/N 56-705-2-011 P for complete listing of Part Numbers. ya• 20 mm replaced, at Tyco Fire Products' sole ( ) option. Tyco Fire Products neither as- Contact your local distributor for avail- style ao sumes, nor authorizes an arson to abillt . Chrome Plated P/N 56-700.9-010 Y P y aa" (zomm) assume for it, any other obligation in style ao connection with the sale of products or Sprinkler Assemblies with NPT whne color parts of products. Tyco Fire Products Thread Connections: coated P/N se-loo-a-olo shall not be responsible for sprinkler Specify: (Specify Model/SIN), Quick a/a• (zo mm) system desi n errors or inaccurate or Response, s eci K-factor , s ecif style ao g (P fY ) (P Y Brass Plated P/N 58-700.2-010 incomplete information supplied by temperature rating), Series TY-FRB Buyer or Buyer's representatives. (specify Pendent or Upright) Sprinkler Sprinkler Wrench: IN NO EVENT SHALL TYCO FIRE with (specify type of finish or coating), Specify: W-Type 6 Sprinkler Wrench, PRODUCTS BE LIABLE, IN CON- P/N (specify from Table C). P/N 56-000-6-387. TRACT, TORT, STRICT LIABILITY OR Recessed Escutcheon: Specify: W-Type 7 Sprinkler Wrench, UNDER ANY OTHER LEGAL THE- Specify: Style (specify) Recessed Es- P/N 56-850-4-001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - ~ ~ 1 Riser Manifold ~ Figure 513, 513D/513R Commercial CENTRAL - NFPA 13 Systems Grooved Piping Products Floor Control - High Rises Residential - NFPA 13D/13R Systems Tyco Fire Products www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 USA Customer Service/Sales: Tel: (215) 362-0700 /Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 /Fax: (800) 791-5500 General The threaded ends of thel"andlYz" Technical bodies, the threaded by grooved ends • Description of the 2" bodies, and the grooved ends Data of the 1 - 6" bodies allow for an easy transition to either check or control valves. The exclusive and dedicated Flow switch designed for the manifolds Figure: 513 (commercial) - has been tested and Listed for use in 513D (residential) this specific configuration by 513D/513R (residential) Underwriters Laboratories, Styles: Threaded or Grooved _ Underwriters Laboratories of Canada and Factory Mutual. Sizes: l 1'/z", 2', 2Yz', 3°, 4° and 6" Approvals: UL, FM, and ULC Installation is simplified with one Maximum convenient take-out for the 1" and 1'/z" Working Pressure: 175 psi w threaded and P/z" grooved versions, as gtandard Finish: Painted well as one take-out for the 2" threaded by grooved and the grooved sizes Optional Accessories: 2" - 6" Pressure Relief Valve Kit (see page 7) L See Fire Protection O ~C Submittal Sheet for The Riser Manifold is approved for i=nn pressure rating and Listing installation in either the horizontal or and ADProval information the vertical position. The optional relief valve assembly is available for The Figure 513, 513D/513R Riser locations which require relief valves on Manifold provides all of the accessory gridded systems. equipment for a riser in a single assembly. The availability of the Riser Riser Manifolds for use in Canada only Manifold indifferent configurations are provided with a Water Flow Switch allows cost effective riser installation in that has a Tamper Switch mounted commercial (NFPA 13) systems, high inside for cover removal detection. rises requiring Floor control assemblies, • and residential systems (NFPA 13D/13R). No. 28.1.0 1 3.63 figure 1 [52.27 ~ • 1"Threaded Residential Riser Manifold Figure 513D t ~ s3 [1x7 BOTH ENDS 4 - i~E15T Approximate Trimmed Weight - 7.5 lbs. (3.4Kg.) 5 °""4~ ~ The width of the Riser Manifold is approximately 3Yz'. [9 s Note: Items 7 & 8 are used on Manifolds far use 10.00 - - z in Canada Only [254] ~ 7 ~ 2 4.SO FLOW [114.3] N, & 8 2.88 I [73.21 I~-" Figure 1 - Bill of Material s 7s 1' Threaded Residential Riser Manifold [247.7] Detail No. Description Req'd Number `Approximate thread engagement. Note: Values shown in parenthesis 1 Manifold Body F x F 1 976-363-01 are in millimeters 2 Potter Watedlow Switch # VSR-SF w/Paddle 1 H-416-01 3 Y: Water Pressure Gauge 1 971-118-02 4 3/i 90° Street Elbow 1 H-463-075 • 5 3/i Close Nipple 1 H-474-12 6 '/a' Ball Valve 1 971-116-02 7 Tamper Switch (ULC only) 1 H-419-01 8 Label (ULC only) 1 976-343-Ot 5.38 Figure 2 [13x.7] 1 Yz' Threaded Residential Riser Manifold Figure513D/513R ~ i r `.x3[1x7 Reference Figures 2 and 3 1 Bill of Materials (page 3) 1z e~ „ ®gn~ L - ruW Approximate Trimmed Weight - 8.7 lbs. (3.9Kg.) ~°?'`a 1x 10.00 13 : ^ 2 The width of the Riser Manifold is approximately 3Yz`. [2547 € ~ .63 Note: Items 16 & 17 are used on Manifolds for use [1s] O in Canada Only. ` rL g 15 l ` ~ 17 IUD ~ 77~~ 3 r ~ T ~ 4.50 ~ ~ `.63 2.13 [16] [54.1] [114.3] 11.25 11.38 [289.1] [285.8] 1 • `Approximate thread engagement. Note: Values shown in parenthesis are in millimeters Male x Male Body Option 2 Figure 3 • 1 Yz' Threaded Commercial Riser Manifold Figure 513 For optional pressure relief valve, see Figure 10 (page 7) 12.50 [317.5] 6.25 [758.8] ~ 7A Approximate Trimmed Weight - 11.2 lbs. (5.1 Kg.) •.63 [161 i 1 The width of the Riser Manifold is approximately 3'/z . e 1z -_+_J Note: Items 16 & 17 are used on Manifolds for use 1a.3a ~ i in Canada Only. ®0'o y [365.3] 4 ® 10 10.00 i6 [2541 ; = 2 5 ® 14 15 ~ a g O 1 17 1~ 11 1 63 ~ ~ 11.25 1 1.13 [161 [285.8] [28 n '.63 [16] ~ 5.50 [139.7] 'Approximate thread engagement. Male x Male Body Option Note: values shown in parenthesis are in millimeters Figures 2 and 3 - Bill of Material 1Yz' Threaded Residential and Commercial Riser Manifold Detail Description No. Req'd Part No. Com. Res. Number 1 Manifold Body M x F 1 1 976-339-01 2 Potter Watertlow Switch # VSR-SF w/ 1'/." Paddle 1 1 H-416-02 3 1" Ball Valve F101 0 1 971-116-03 4 1' x Yz' x 1" Reducing Tee 1 0 H-469-100-050-100 5 1' Insp. Test & Drain Valve F202 w/'Yz" Test Orifice 1 0 971-122-04 6 Sight Glass M x F 1 0 H-418-100 7 '/i Water Pressure Gauge 0 1 971-118-02 7a Water Pressure Gauge 1 0 971-118-01 8 '/i Pipe Plug 1 0 H450-025-000 9 ''/a" 3-Way Globe Valve 1 0 971-119-01 10 '/i x 3' Nipple 1 0 H-459-025-30 11 1" x Yz" x 1"California lee 0 1 976-385-01 12 Yi Pipe Plug 1 1 H450-050-000 13 1' Close Nipple 0 1 H-474-16 14 1' Ball Valve 1 0 971-121-01 15 1Yz' Close Nipple 1 1 H-474-24 16 Tamper Switch (ULC only) 1 1 H-419-01 17 Label (ULC only) 1 1 976-343-Ot • 3 Figure 4 lzso [ins] • 1 Yz" Grooved Commercial Riser Manifold -Figure 513 s.z5 [1sa.e] For optional pressure relief valve, see Figure 10 (page 7) s 1 11 7 14.38 ®oac [365.3] ® © ~ 9 Approximate Trimmed Weight - 11.2 lbs. (5.1 Kg.) 10 ~T s 10.00 ~ 1z The width of the Riser Manifold is approximately 3'/z'. lzs4] _ ~ z 4 3 Note: Items 12 & 13 are used on Manifolds far use in Canada Only. F~ & 0. O 1 13 1.13 ( 1 [28.71 [~61 I 5.50 Figure 4 - Bill of Material I~ [13x.71 1'/z' Grooved Commercial Riser Manifold Detail No. Part 'Approximate thread No. Description Req'd Number engagement. Note: Values shown in 1 Manifold Body G x G 1 976-399-02 parenthesis are in millimeters 2 Potter Waterflow Switch N VSR-SF w/ 1Y4" Paddle 1 H-416-02 3 1"Ball Valve F101 1 971-121-01 • 4 1' Insp. Test & Drain Valve F202 w/'/z" Test Orifice 1 971-122-04 5 Sight Glass M x F 1 H-418-100 6 Y,' Water Pressure Gauge 1 971-118-01 7 ''/i' Pipe Plug 1 H-450-025-000 8 Y4" 3-Way Globe Valve 1 971-119-01 9 x 3" Nipple 1 H-459-025-30 10 1" x''/z" x 1' Reducing Tee 1 H-469-100-050-100 11 Yz" Pipe Plug 1 H-450-050-000 12 Tamper Switch (ULC only) 1 H-419-01 13 Label (ULC only) 1 976-343-01 Figure 5 12.00[304.9] 2"Grooved Residential Riser Manifold 5.44 [138.21 ~ Figure 513D/513R Reference Figures 5 and 6 Bill of Materials (page 5) ,s a ~ c ~ For optional pressure relief valve, see Figure 10 (page 7) 2 fi Approximate Trimmed Weight - 11.0 lbs. (S.OKg.) t3.9a 13 [330.2) pr+ ggy ifi The width of the Riser Manifold is approximately 3Yz'. ~ 2 u ~ FLOW Note: Items 16 & 17 are used on Manifolds far use in Canada Only. ' s3 1+91 - - 13.00 [330.2] 15 • 2.25 4.50 15].21 ~ 1114.3] 1a 'Approximate thread engagement. 2" Male x Groove Body Option Nate: Values shown in parenthesis are in millimeters 4 C Figure 6 s • 2" 2'/z , 3° 4" and 6' ~ Grooved Commercial Riser Manifold -Figure 513 6s°"3°'1 i 0 For optional pressure relief valve, see Figure 10 (page 7) i° Approximate Weights and Dimensions of Trimmed ~ ~ rz 'i~ 2", 2 /z", 3", 4", and 6' Grooved Commercial Riser Manifolds A B C D Appx. Width Weight A " b i Size Inches Inches Inches Inches Inches Lbs. Inches mm mm mm mm mm Kg. ••~a.°6 ® $o~ 16 17.13 0.88 12.88 5.25 3.50 13.5 133°.~l ~ z F~°w 2 135.0 22.2 327.0 139.7 88.9 6.1 2'/z 18.13 1.88 13.75 6.38 3.50 16.8 ® ~ 3 ~ 460.4 47.6 349.3 155.6 88.9 7.6 L 3 18.13 1.88 14.38 6.25 3.50 18.7 ~ ~p 460.4 47.6 365.1 158.8 88.9 8.5 4 20.00 3.75 17.38 8.38 4.50 32.7 e 508.0 95.3 441.3 212.7 114.3 14.8 6 20.00 3.75 19.25 9.25 6.63 41.6 ~ '.63161 508.0 95.3 489.0 235.0 182.3 18.9 ~--o--~ `Approximate thread engagement. " 13" is the take-out for all sizes 2' through 6" Figure 5 and 6 - Bill of Material Note: Values shown in parenthesis are in millimeters 2"Grooved, 2" Threaded x Grooved and 2", 2'/z , 3", 4', and 6" Commercial Riser Manifold Detail No. Part No. Description Req'd Number 2' Manifold Body Grocve x Groove 1 976-254-01 2Yz' Manifold Body Groove x Groove 1 976-254-02 1 3' Manifold Body Groove x Groove 1 976-254-03 • 4' Manifold Body Groove x Groove 1 976-254-04 6' Manifold Body Groove x Groove 1 976-254-05 1a 2" Manifold Body Male x Groove 1 976-411-01 Potter Waterflow Switch #VSC w/ 2' Paddle 1 976-357-01 Potter Waterflow Switch # VSC w/ 2Yz' Paddle 1 976-357-02 2 Potter Waterflow Switch # VSC w/ 3' Paddle 1 976-357-03 Potter Waterflow Switch # VSC w/ 4' Paddle 1 976-357-04 Potter Waterflow Switch #VSC w/ 6" Paddle 1 976-357-05 1"Ball Valve F101 (2") 1 971-121-01 3 1'/; Ball Valve F101 (2Yz' and 3") 1 971-121-02 2' Ball Valve F101 (4° and 6") 1 971-121-03 1' Insp. Test & Drain Valve F202 (2") w/ Yz" Test Orifice 1 971-122-04 4 t Y." Insp. Test & Drain Valve F202 (2'/z"and 3') w/ Yz' Test Orifice 1 971-122-05 2' Insp. Test & Drain Valve F202 (4"and 6`) w/Y: Test Orifice 1 971-122-06 1' Sight Glass (2') 1 H-418-100 5 1Ya' Sight Glass (2'/z' and 3') 1 H-418-125 2' Sight Glass (4' and 6") 1 H-418-200 6 Ya' Water Pressure Gauge 1 971-118-Ot 7 Pipe Plug 1 H-450-025-000 8 ''/a' 3-Way Globe Valve 1 971-119-01 9 ''/a' x 3" Nipple 1 H-459-025-30 10 1" Pipe Plug 1 H-450-100-000 1"x'/z" x 1' Reducin Tee 2" 1 H-469-100-050-100 11 1'/a' x'/z" x 1 Ye" Reducin Tee 2Yz" and 3" 1 H-469-125-050-125 2' x Yz' x 2" Reducing Tee (4"and 6') 1 H-469-200-050-200 12 Yz' Pipe Plug 1 H-450-050-000 13 1" x Yz" x 1' California Tee 1 976-385-Ot 14 1"Close Nipple 1 H-474-16 • 15 1' Ball Valve F101 1 971-116-03 16 Tamper Switch (ULC only) 1 H-419-Ot 17 Label (ULC only) t 976-343-01 Note: Items 16 & 17 are used on Manifolds for use in Canada Only. 5 Figure 7 • Potter Watertlow Switch Terminal Connections -/\aco~,~N~ Caution: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OV~GO\NG Figure 8 Potter Watertlow Switch Typical Electrical Connections Style B /Class B Local Bell Transformer or End of Line Resistor Battery Powered CKT.(see note) Open on Alarm Close on Alarm Open on Close on End of Line Alarm Alarm Resistor Signaling Device Supervised Loop Typical Switch Action (see note) • To Additional Open on ~ Close on From Open on Close on Devices or Alarm • Alarm Control Alarm Alarm Return to Panel Control Note: For supervised circuits, see °Switch Terminal Connections' and caution note (above). The Model VSC and Model VSR-SF have two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operates local audible or visual annunciator. Testing: The frequency of testing for the Model VSC and Model VSR-SF and their associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the Authority Having Jurisdiction, but under no circumstances less than bimonthly. Figure 9 Potter Tamper Switch Typical Electrical Connection Contacts S. P.D.T. (form C) N.C. ~ ^ Com. Contacts shown with T~J Cover in Place Contact Rating: SA®125V AC N.O. 2.5A~30V DC • Installation for Models VSC and VSR-SF: Remove the one retard assembly mounting screw. Place the switch assembly over the retard mounting tab. Replace the screw. s Figure 10 • Optional Pressure Relief Valve Grooved Commercial Trim -figure 513 (a~ ~4 '_(1 \ e 0. ~ Relief Valve is factory set at 175psi (nonadjustable). ~ m .e Note: If the optional pressure relief kit is desired for Figures 3 and 4, an outlet on the riser must be provided, and the connection and ® go material between the riser and the manifold will need to be supplied ~ and fabricated by the installer. rLi"' ® NgtMP1LY II cioseo rvavanLLY a ~ a irv onan vosmoN Figure 10 -Bill of Material Optional Pressure Relief Valve Kit Detail No. Part No. Req'd Number 1 90° Compression Fitting 2 H-475-050-038 2 'Yz" Watts Pressure Relief Valve Model FP53L (UL, FM) 1 H-476-01 Tubing (2") 1 976-419-01 • 3 Tubing (2'/z"and 3") 1 976-419-02 Tubing (4"and 6") 1 976-419-03 4 1" x Yz' Reducing Bushing 1 H-477-Ot M =Male N.P.T. F =Female N.P.T. Optional Figure 513 Pressure Relies Valve Kit G =Grooved Connection Size Part Number 2' 4063 2'/z' and 3° 4072 4' and 6" 4073 Size Figure Number Size Figure Number 1" 513D, F x F (UL, FM) 4067 2' 513D/513R, M x G (ULC) 4094 1` 513D, F x F (ULC) 4085 2' 513D/513R, G x G (UL, FM) 4059 1'h" 513D/513R, F x M (UL, FM) 4057 2' 513D/513R, G x G (ULC) 4093 tYz' 513D/513R, M x M (UL, FM) 4058 2" 513, G x G, Yz' Test Orifice (UL, FM) 4060 1'/z" 513D/513R, F x M (ULC) 4088 2' 513, G x G, Yz' Test Orifice (ULC) 4090 1Yz' S13D/513R, M x M (ULC) 4089 2'/z" 513, G x G, Yi' Test Orifice (UL, FM) 4061 1'/z" 513, F x M Yz" Test Orifice (UL, FM) 4055 2'/z' 513, G x G, Yi Test Orifice (ULC) 4091 tYz' 513, M x M %z" Test Orifice (UL, FM) 4056 3' 513, G x G,'/z" Test Orifice (UL, FM) 4062 • 1'/z" 513, F x M''/z Test Orifice (ULC) 4086 3" 513, G x G,'/z" Test Orifice (ULC) 4092 1Yz' 513, M x M %z" Test Orifice (ULC) 4087 4' 513, G x G,'/z' Test Orifice (UL, FM) 4065 1'/z' 513, G x G'/z' Test Orifice (UL, FM) 4056G 4' 513, G x G,'/z' Test Orifice (ULC) 4095 tYz' 513, G x G Yz' Test Orifice (ULC) 4087G 6' 513, G x G,'/z' Test Orifice (UL, FM) 4066 2" 513D/513R, M x G (UL, FM) 4064 6" 513, G x G,'/z" Test Orifice (ULC) 4096 7 g Limited products neither assumes, nor • 0 rd a ri n authorizes any person to assume for it, any other obligation in connection with Procedure Warranty the sale of products or parts of products. Tyw Fire Products shall not Products manufactured by Tyco Fire be responsible for sprinkler system Ordering Information: When placing an Products are warranted solely to the design errors or inaccurate or order, indicate the full product name. Please original Buyer for ten (10) years against incomplete information supplied by specify the quantity, figure number, style, defects in material and workmanship Buyer or Buyer's representatives. and size. (see page 7 for figure and part when paid for and properly installed IN NO EVENT SHALL TYCO FIRE numbers) and maintained under normal use and PRODUCTS BE LIABLE, IN Availability and Service: Grooved Piping service. This warranty will expire ten CONTRACT, TORT, STRICT Products, valves, accessories and other (10) years from date of shipment by LIABILITY OR UNDER ANY OTHER products are available throughout the U.S., Tyco Fire Products. No warranty is LEGAL THEORY, FOR INCIDENTAL, Canada, and internationally, through a given for products or components INDIRECT, SPECIAL OR network distribution centers. You may write manufactured by companies not CONSEQUENTIAL DAMAGES, directly or call 215-362-0700 for the affiliated by ownership with Tyco Fire INCLUDING BUT NOT LIMITED TO distributor nearest you. Products or for products and LABOR CHARGES, REGARDLESS OF components which have been subject WHETHER TYCO FIRE PRODUCTS to misuse, improper installation, WAS INFORMED ABOUT THE Care a nd corrosion, or which have not been POSSIBILITY OF SUCH DAMAGES, installed, maintained, modified or AND IN NO EVENT SHALL TYCO repaired in accordance with applicable FIRE PRODUCTS' LIABILITY EXCEED Maintenance Standards of the National Fire AN AMOUNT EQUAL TO THE SALES Protection Association (NFPA), and/or PRICE. The owner is responsible for the the standards of any other Authorities inspection, testing, and maintenance of Having Jurisdiction. Materials found by THEFOREGO/NGWARRANTYISMADE their fire protection system and devices Tyco Fire Products to be defective shall INL/EUOFANYANDALL OTHER in accordance with the applicable be either repaired or replaced, at Tyco WARRANTIES EXPRESS OR IMPLIED. standards of the National Fire Fire Products' sole option. Tyco Fire INCLUDING WARRANTIES OF Protection Association (e.g., NFPA 25), MERCHANTAB/LITYAND FITNESS in addition [o the standards of any FORAPARTICULARPURPOSE. . authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and pertormance data is not exceeded. Always read and ISO understand the installation instructions (IH-1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and 9001 . gasket selection should be verified to be compatible for the specific application. Certifed Company 'L'L~CO/FlowCOnrrol/Tyco Flre Printed in U.S.A. 1-03 PtoduCts 6 ~-y'~' j] Fire & Building Products CENTRAL Customer Servlce/Sales: Technical Services: Tel: (800) 381-9312 /Fax: (800) 791-5500 Tel: (215) 362-0700 / (800) 523-6512 www.tyco-fire.com Fax: (215) 362-5385 Tyco Fire Products Model CV-1 F Check Valve General Technical Tyco Fire Products, valves,accessoriesandother productsareavailablethroughoutthe U.S., Canada, Description Data and internationally, through a network of distribution centers. You may write directly or call Model: CV-1 F 215-362-0700 for the distributor nearest you. V~ ~C Sizes: 2", 2Yx", 761mm, 3°, 4", 139.7mm, 5", FM 1651mm,6,8°, 10 and 12" I.Imlted Max. Working Pressure: 300 psi (2068 kPa) FactaryHydroTest:100%at600psi(4137kPa) Warranty -Seatandshellcomplieswithtes(requirements manufactured by Tyco Rre Products are see Fire Protection Of MSS SP-71, UL, FM and ULC Subminal Sheet for Pressure Rating A warran0ed solelytotheodgir~l&ryerforten (10)years and Listin /A royal Information pprovats: UL, FM and ULC; g Pn See Fire Protection Submittal Sheet for exact agaxtstdefeclsinmateriNandworkmanshipwltenpaid The Model CV-1F Fire Protection Check Valve is Listing /Approval information. forandproperyinstalledandmaintainedundernomtal furnished with grooved ends and can be installed Body and Cap: Ductile iron conforming to useandservice. ThiswanaMywillexpiretan (10)years usinggroovedcouplings. TheMOdeICV-1FCanbe ASTM A-536, Grade 65-45-12 fran vote of shipment by Tyco Flre Produgs. No installedwithANSlclass150FlangesutilizingGdnnell Clapper. Stainless Steel (2"-8") or warranty is given for products or components Flgure 71 flange adapters and also ANSI class 300 Ductile Iron (10' and 12') manuFacturedbycanpaniesnotaifiliatedbyowrxvship Flange Adapters. All Model CV-1F Check Valves Seal: Grade "E" EPDM wititTycoFroProduclsorforprodudsandcanportertts havebeendesignedvdtharemovablecoverforease Protective Coatings: Valve assembly wtrkhhavebeensubjecttom~use,improperirtstalgtioq offield maintenance. Valves installed horizontally • Non-lead paint corrosion,orwhichhavenotbcenirtstalled,mainlined, modified or repaired in accordance with applicable or inclined (flow up or down) are to be positioned Stantlarck of the National Fre Protection Association with thecapfacingup.Valvesinstalledvertinally Ordering (NFPA),and/or the standards ofarryotherAuthori6es may be positioned with flow up or down. Procedure Having ,lursdiction. MateriNs found by Tyco Rre A Maintenance Check Valve Kit is available to allow Products to be defective shall be eitlter repaired or the maintenanceprocetlureofbackflushingthrough When placing an order,indiratethefuliproduct repg~atTycoRreProducLS'soleoption.TycoFre the fire department connection without removing name. Please speciry the quantity, valve model products neither assumes, norauthor¢esarry person the ModelCV-1FCheckValvefromthepipeline. number, size, type of seal, Grade"E"EPDM, and toassumetoriLarryotherobligationinconnectbnwdh The Model CV-1FCheckValvesarea redesignation part number from the following list. the sak of products or pads of prodtxLS. Tyco Rre fortheCentralRgure590FandGdnnellFigure590F. Valve Valve ProdtKlsshallnotberesponsibleforspdnMersystem WARNING Size Part Number dasignerrorsorir~rateorincanpleteinfonnalion The Model CV-1FCheck Valve described herein p^ 59-590-0-020 supplied by BuyerorBuyer's representatives. must be installed and maintained in compliance p/e" 59-590-0-025 IN NO E'VBQT SHALL TYCO RRE PRODUCTS BE with this document, as well as with the applicable 76.1 mm 59-590-0-076 LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR standards of the National Fire Protection ~ 3" 59-590-0-030 UNDERMfYOT1fRLC-GALTHEORY,FORINCIDBdTAL, Association, in addrh'on to the standards of any 4" 59-590-0-040 INDIRECT,SPECIALORCONSEOUFNTIALDAMAGES, otherauthodtieshavingjurisdich'on. Failurelodo somayimpairthepeAarmanceallhisdevice. 139.7mm 59-590-0-139 INCLUDING BUTNOTLIMIIEDTOLABORCHARGES, The owner is responsible /or maintaining their hie 5° 59-590-0-050 REG4RDLESS OF WHETHER TYCO FIRE PRODUCTS pmtech'on system and devices in proper ope2ting 165.1 mm 59-590-0-165 WAS IfdFORMEDABOUTTHE POSSIBIIJTY OFSUCH condition. The installing contractor or sprinkler 6" 59-590-0-060 DAMAGES, AND IN NO EVEM SWN1 TYCO FlRE manukcturershou/dbeconfactedwithanyquestions. 8" 59-590-0-080 PRODUCT'S'LIABILffYIXCEEDANPNIOUMEOUAL 10" 59-590-0-100 TO THE SALES PRICE. 12" 59-590-0-120 1NEFDRE60AyOWARRAMTYLSMADEINLIEUOf ANYANDALL OifB:RWARRANTAeSEXPRESSOR IMPLIED. INCLUD/NO WARRANTIES Of MERCNANIABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Page 1 of 2 September 2004 TFP7550 Page 2 of 2 TFP7550 Model CV-1 F Check Valve I I e z • 8 1A~ I I• 3 II a 3 6 • ' 6 }¢"NPT ~ ~ ~--J ~"NPT s Nominal Dimensions_ Approx. Size A B C D E F J Cover Weight Detail Part Material Dty. Inches Inches Inches Inches Inches Inches Inches Inches Bolt Torq. lbs. 1 Body DUCtile Iron 1 mm mm mm mm mm mm mm mm Lb.-f1./Nm Kg. 2 Cap DUCtile Iron 1 2" 6.75 4.38 2.55 2.57 3.25 4.75 1.62 15 9.0 3 Gasket SynthetlC Fiber 1 60.3 171.5 111.3 64.8 65.3 82.3 120.7 41.5 21 4.5 4 HBX Cap SCfew Steel, Zinc Plated AR 2'/z° 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.0 5 Clapper Stainless Steel or 1 73.0 203.2 1473 86.6 86.4 98.6 152.4 43.2 54 4.5 DUCtile Iron 761,x„ 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.00 6 Seal F2cing EPDM Gfade °P' 1 203.2 1473 86.6 86.4 98.6 152.4 43.2 54 4.5 ] Spring Stainless Steel 1 3" 8.37 5.76 3.60 3.40 3.88 6.00 1.70 39 11.0 8 Hinge Shaft Stainless Steel t 88.9 212.6 1.46.3 91.4 86.4 98.6 152.4 43.2 54 5.0 g Retal6ing Ring StainlBSS Steel AR 4' 9.63 6.74 4.61 3.63 4.56 7.13 1.84 39 25.0 t0 Washer Teflon 2 714.3 244.6 177.2 117.7 92.2 TJ5.1 781.1 46.7 54 11.3 Retention Bolt Stainless Steel 1 13s.7mm loso zso s.2s a.2o aso zso 1so 3s zs.o 12 Seal Ring Neoprene 1 266.7 190.5 134.4 106.7 1246 193.0 48.3 54 13.2 13 Retaining Disc Stainless Steel 1 5" 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 14 LOCknUt Sfainl¢SS Steel 1 141.3 266.7 790.5 734.4 106.7 124.5 193.0 48.3 54 732 15 PIUg-%z'"-14 NPT Cast I(On 2 165.7,ry„ 11.50 80.5 5.75 a.50 5.00 zso 1.48 s0 4z0 16 Adhesive Thread Sealer AR 292.1 204.5 146.1 114.3 1270 793.0 376 82 21.3 6" 11.50 8.05 5.75 4.50 5.00 7.60 1.48 60 47.0 Nameplate Aluminum 1 168.3 2927 204.5 146.1 174.3 1270 193.0 376 82 21.3 18 RlVet Steel 2 8" 14.00 10.25 7.75 5.62 5.45 8.40 2.20 720 66.0 279.1 355.6 260.4 196.9 142.7 138.4 213.4 58.9 164 29.9 10" 18.00 13.00 10.21 6.38 7.50 10.50 3.00 120 109.7 273.0 4572 330.2 259.3 162.7 190.5 266.7 76.2 164 49.4 12" 21.0 14.28 11.31 7.26 7.62 10.62 2.75 120 151.0 323.9 533.4 362.7 2672 784.4 193.5 269.7 69.9 164 68.0 FLOW RATE (LPM) _ m ~ ~ ~ s ~ Care and ,m - - Maintenance a The owner is responsible for the inspection, z ' testing, and maintenance of their fire protection a system and devices in accordance with the ~ ' ~ applicablestandards ofthe National Fire Protection 0 w ` ' Association (e.g., NFPA 25), in addition to the s e standards of any authority having jurisdiction. ~o~ ~ ^ The installingcontractororproductmanufacturer w should be contacted relative to any questions. a° ~ Any impairment must be immediately corrected. It is recommended that automatic sprinkler 06 s a e s s s s s= s e systems be inspected, tested, and maintained by FLOW RATE (GPM)g ~ ~ § a s a qualified Inspection Service. Note: It is good piping practice to apply a safety factor of 15 % to 20% to the values in the above table for design purposes. • General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and pertormance data is not exceeded. Always read and understand the installation ~ 9001 , instructions (IH-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company NCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. AUTOMATIC DRAIN (BALL DRIP) VALVE MODEL F789 The Model F789 Automatic Drain I/2• NPT Valve (Ref. Figure A), is designed to automatically drain off water from fire INLET protection equipment supply connec- tions that are to be maintained nor- ourLET malty dry. It is used to provide a visual Boor indication of leakage past a check valve and/or automatically drain off BALL condensate in applications such as ~ / 3-I/4' • fire department pumper connections ~ f83 mm) SPRING to automatic sprinkler systems, Nora. ~ ~ BLEED • fire pump flow meter or hose valve oRiricE headers, and cresol • dry standpipes. FIGURE A MODEL F789 AUTOMATIC DRAIN VALVE The F789 is installed vertically and uti- lized with an open drain. Its 1/2 inch NPT male inlet permits direct connec- Valve be installed with anon-harden- tion to the low point to be drained. • • ing Teflont based pipe thread sealant. • The Model F789 automatic Drain Valve An automatic drain valve is to be lo- is rated for use at a maximum service cated at the low point of each trapped pressure of 175 psi. Its flow-thru de- section of piping that is to be kept sign permits it to be vertically mounted normally dry, and drainage arrange- ' • s • ' • directly into the low point of the con- menu, as appropriate, should be prD- nection to be drained. vided. The Model F769 Automatic Drain Valve is listed by Underwriters Labors- The F789 utilizes a spring loaded ball tories Inc. and approved by the Fac- mechanism to maintain the Valve open tory Mutual Research Corporation. under normal conditions. As the Inlet is pressurized, the Ball is automatically The Model F789 Automatic Drain forced downward and the Valve is Valve is approved by the New York City closed at a pressure of approximately It is recommended that Model F789 Board of Standards and Appeals under 7 psi. In the closed condition, a limited Automatic Drain Valve installations be Calendar Number 236-79-SA. amount of water continues to flow out inspected monthly, or more frequently through the two Bleed Orifices (1 to 2 as may be necessary in applications WARNING GPM at 100 psi). On decreasing pres- where condensate must be continu- The Model F7B9 Automatic Drain sure, the Spring automatically reopens ously removed. Verity that each Valve Valve described herein must be in- the Valve at a pressure of equal to or is in working order and not obstructed stalled and~maintained in compliance greater than 5 psi (11.5 feet of head). with scale, dirt, or otherdeposits. If the with ihia document, as wet! as with Valve must be removed for inspection, the applicable standards of the Na- The Body of the F789 is bronze per only wrench on the Inlet. Lionel Fire Protection Association, in ASTM 6584 (C83600 or Ct34400), and addition to thestandardaojanyother the Inlet is steel per ASTM A120 Each automatic drain valve should authorities ~hauingjurisdiction. Fail- (threaded per ANSI Standard also be checked for proper drainage ure to do so may impair the integrity B1.20.1). The Ball is Type 440 stain- whenever the associated fire protec- ojthta deutce. less steel or brass (alloy C26000 per flon equipment supply connection is ASTM 8134), and the Spring is beryl- flow (pressure) tested. The owner is responsible far main- liumcopperperASTM8197(C17200). taining their jre protection system NOTE and devices in proper operating con- No attempt is to be made to disassem- dition. The installing contractor or ble and clean art F789 Automatic manujacturershouldbecontactedrel- • Drain Yalue. Replace any Yalue that atiue tD any questions. has become clogged with deposits. • The Model F789 Automatic Drain Valve is to be installed vertically with It is recommended that automatic the avow on the Body pointing directly sprinkler systems be inspected quar- downward. It is recommended that the terly by a qualified Inspection Service. Printed in U.S.A. 9-92 TD425 Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be tree from defects in material and workmanship. For (r~rther details on Warranty, see Price List. ~ Specify: Model F789 Automatic Drain Valve, PSN 52-769-1-004. • • I Parenthetical metric conversions cited herein are approximate. 1 inch 25.400mm 1 psi 8.895 kPa - 0.0689 bar' = 0.0703 kg/cm~' 7 Ib. = 0.4536 kg 1 U.S. gallon 3.785 dm+ = 3.78514res' 'Not recognized International System units. The nominal weight of the Model F789 Automatic Drain Valve is 0.45 pounds. • t Dupont Registered Trademark ® Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 0.3833 A17fC0/NTERNAT/ONAL LTD. COMPANY