The URL can be used to link to this page

Home My WebLink About28718-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30339 Date: 08/06/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2670 GRANDVIEW DR ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 14 Block 2 Lot 3 .6 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 16, 2002 pursuant to which Building Permit No. 28718-Z dated SEPTEMBER 3, 2002 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 ATTACHED GARAGE, AND COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to HURTADO JR. DEVELOPMENT, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0035 07/15/04 ELECTRICAL CERTIFICATE NO. 1104884 02/11/04 PLUMBERS CERTIFICATION DATED 05/14/04 KIMPA PLUMB.& HEATING_ A or' ed S' nature 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. 28718 Z Date SEPTEMBER 3 , 2002 Permission is hereby granted to : JAMES MCCABE 18 OREGON RD BEDFORD CORNERS,NY 15049 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2670 GRANDVIEW DR ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 003 . 006 pursuant to application dated AUGUST 16 , 2002 and approved by the Building Inspector to expire on MARCH 3 , 2004 . Fee $ 2 , 563 . 20 ; j 7z t Au o 'ed Sign ORIGINAL Rev. 5/8/02 StFFOI/re w = 15 'LM Town Hall, 53095 blain Road O " " _. Fax(631) 765-9502 P.O.Box 1179 -= Telephone(631) 765-1502 Southold.New fork 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: — Building Permit No. 0 ? J r02 47a Owner: j'�C : v (Please print) // Plumber: Ktby1 Fwd tJ [yr'tb v-; 4j#e -4-IJC-- (Tlease print!' I certify that the solder used in the water supply system contains less than 2110 of 1°o lead. l (Plumbers Sib azure) S«orn to before me this day of 20 Notary Public, SAN ry PuMic,Stare of ti Qualified in SuYolk wCommissian IxWtes rrrD rJ@11 X111f�Pr�cPr�rJ�rgilgil 1 n�rJ�r�rSr�farJ�rJ�rJ�rJ�rJ�r r�r�rJrJ�rJ�rh�J�rJ�r�rJ�rPcPrJ�PrJ�rJ� e0 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 C� CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 S.C.S. ASSOCIATES,INC. . CURTADO JR. DEVELOPMENT INC. 5 5 P. O. BOX 503 2670 RANDVIEW DRIVE 5 5 ST. JAMES, NY 11780, ORIENT POINT, NY 11957 5 e� Located at 2670 RANDVIEW DRIVE ORIENT POINT, NY 11957 e� �5 Application Number: 1104884 Certificate Number: 1104884 fff5 c7 Section: Block: Lot: Building Permit:287187 BDC: NS11 5 Described as a Residential occupancy,wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Fust Floor, Second Floor, Attached Garage, Outside,Attic, 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 found to be in compliance therewith on the l tth Day of February,2004. 5 5 Nome QTY Rate RahU Circuit T�roe 5 5 5 Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide 5 5 Sensor S 0 Smoke 5 appliances and.accessories 5 5 Future Appliance Feeder 1 0 30 Amps 5 5 Future Appliance Feeder 1 0 40 Amps 5 Future Appliance Feeder 2 0 20 Amps 5 Dish Washer 1 0 1.2 KW 5 5 Compactor 1 0 F.H.P. C 5 Exhaust Fan 4 0 F.H.P. 75 7 Hydro Massaee Tub.Residential 1 0 'CJS Furnace , 2 0 Oil 5 Pump litlotor 1 0 1 H.P. 5 Air Conditioner ) 0 60.000 BTU 5 5 Air Conditioner 1 0 36.000 BTU 5 Air Conditioner 1 0 24.000 BTU R'iriug and Devices seal 5 5 ,ccepracle 100 0 General Purpose 5 Continued on Next Page 1 of 2 e� 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 n C I�CPLI7C I�LI�LI7LI�LI�LI�LI�LI�LI�LI�CPC I�L1@nLI�LI�LI�LI@I�LI��LI�LI@I@I�LI�C_I�LIM111111111 iLI�LI�LI�LI@17LI�C nLfafJLI�LI�LI�LI�LI��LI�LI�CJ�LI�LI�C I�LI�LI�LI@I�LI@nC fLI�LI�CPLI� ❑� rJr�fa r rr�talannJ�r�r�rJ�Pr�PrJ�rJ�frJ�rJ�rJ?J'23101�facPnlanr�armn�rJ�lrJ�rJ�r�r�rJ�fr�r�rJ�r��rJ�rJ�rP r�r� 0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW `FORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT Upon the application of upon premises owned by 55 5 5 S.C.S. ASSOCIATES,INC. . CURTADO JR. DEVELOPMENT INC. S 5 P. O. BOX 503 2670 RANDVIEW DRIVE ST. JAMES, NY 11780, ORIENT POINT, NY 11957 5 Located at 2670 RANDVIEW DRIVE ORIENT POINT, NY 11957 S5 Application Number: 1104884 Certificate Number: 1104884 n7 5 Section: Block: Lot: Building Permit:287187 BDC: NS11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of LS electrical devices and wiring, described below, located in/on the premises at: �5 5 First Floor, Second Floor,Attached Garage, Outside,Attic. 5 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 found to be in compliance therewith on the 11th Day of Felinizu , 2004. CU Name QfY Rate Rating circuit T Te rj SNVitch 74 0 General Purpose 5 Fixture 130 0 Incandescent C 5 Fixture 4 0 Fluorescent 5 Receptacle 2 0 20 amp Laundry 5 5 Receptacle 2 0 30 amp Dryer 5 Disconnect 4 0 60 amp Air Conditioner 5 C Reccptacle 9 0 GFC1 5 J Service 5 1 Phase 'W Service Rating 4"00 Amperes 5 5 Service Disconnect: 2 200 eb 5 5 Dieters: l 5 5 5 5 5 seal L 5 5 3 of 2 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 �� I� 1i ii � 1�20r. - �� ME -1 TOWN OF SOUTHOLD PROPERTY RECORD CARD 1000 - 14 - 1 �--3. ��a►� c`� OWNER I -&TRER (� �O VILLAGE DIST.1 SUB. LOT r 11 rv�s M u view, .,4 � - r FORMER O'ONERK.iC.$eill .fii Au1F N E ACR. r� r nuSt�. S W TYPE OF BUILDING RES. SEAS. VL, 31 FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Ley 9?0 ,'" - c (. Via '' v 113a. ,$ h3 1 Z ock I a n e Zqa Oa c1 8 z g L)c)s2- g C' orc(vchcn Cle se M BG�klet N, 3 c calac �s Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meaglowland DEPTH House Plot BULKHEAD Total '.! 19/7_ZG2 12: 37 6:17347782 6EcCRah C07y WQ-Q ;arc G" `IE5I FNO s vC. FAX !Z„ :531-676-35.51 e5 ZW2 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 -SU NY,Story B,Dok, New York 11790-2356 Phone: (331)444-0365 • FAX-(631) 444.0360 - — ,Rekia;.te:_wwwxieG.3idfe-"ty us_. - - - MNoawma (xmrntss�ens LETTER OF NON JURMOICTION-TIDAL WET AND ,lames McCabe March 22, 2002 18 Oregon Road Bedford Corners, NY 10548 Re: Application #1.473"3001/0000 Mc'-abe Property, 2670 Grandview Drive, Orient, NY Dear Mr. McCabe: Lasad on the Information you have submitted, finis Department has detarrnined that: I he property landward of the topographic crest of the bluff as stlown on the survey prepared by John C. Ehla„ tact revised on 08-07-00, is beyond Jurisdiction of Article 25 (Tidal 'Aletlands Act;. Thenitore, in accordance with the current Tidal Wetlards Regulations (6NYCRR Part 6611, no permit is required. Please be advised, howevsr, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal v,etlands jurisdictional boundary, as indicated above, %vithoul a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction wh.ich.may result from your project. Such precautions may include maintaining adequate work area between the tidal wetiand jurisdictional boundary and your project (i.e. a 15' to 20' wide constnlctlon area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this I!alter does riot relieve you of the responsibility of obtainirl4 any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: Catherine Meslano EMHP file ovV�',J noTt, 111; qTC Fi1J1-IHPIH tI"It-1HL.! f AIJf1H I1.IH .-T Y.G:=-TT_._.., OArchitect PC- 4 Nan Place • Kings Park, NY 1 1754 (631) 544-6340 • Fax (631) 544-6358 May 11,2004 Town of Southold Building Department Southold, New_York re: New Custom Home 2670 Grandview Drive Orient, New York The elevator at the address noted above meets New York State Building Codes. If you have any questions at all, please do not hesitate to call me at 631-544-6340. Sincerely, /tel /,>r��RtgNq'Y�l -4 (P R (P Aq1F B A. Rapp R.A_, C. d OF NE`t1 B kah 0./10/2682 12:37 6317347782 tFBORAH JCTY nm�+ o��e Fir c4G :C MESTAKC INC. FAX NO. :631-8713-6951 Apr, 05 2092 01;1011 ?2 All nrt 2.Mupski,President WETown hell ,iarnej iiin(e.View-Pra�cida.ni geFQ¢A� 6909&Route 25 Artie Fo6ter P.O.130H 1175 Southold,tS"ew Yuck 11$71-0664 Ken Poliweda page A. .?takcrsaa ; ToloPho»e(9311765-1822 rax(591)766-1566 BOARD OF TOWN TRUSTEES TOWN Or vOUTHOLI) March 8, 2002 catherine mesiano,Int. t2 % itl Pend Lane EBS, l4oriches,NY 11940 RE: James McCabe 2670 GrAndviaw Drive SCCM# 14-2-3.6 Deer Ms-Nlesiano: Tilt Sdabold Town Board of Trustee&rcvicwcd the survey dated May 2.5,2000 and dere =1ned tland t,`,at the conairvc60n of a single family dwalUM and driveway to be out of the We jursdictio.-uedce Chapter 97 of tro Town Wirtlaad Code and Chapter 37 of the Town Code. Coastal jt,rosion. Howcvcr any activity within 100' of the Wetland Gne andlor seaw-ard of the Coastal);rasion . IIaaard Line,would require action f m this a#ficc. This determknaiion is not A deterrAlinatio» ftatn any other agency. if you have any further quc6ticns,please do not hesitate to can. $i�cerel�, Albert L 'Protidcttt,B02rd 4f7Rut" AJK:cjc . CC: laLLllding 0C1TarmC11t 600/90'd 07Ttr c'BS 9TS TF:FT c'17©2-TT-eJ H OArchitect P.C. � � � hs;,b_- • � `,. i4 Nan Place • Kings Park, NY 1 1754 3 �G� k--fOlj 544-6340 • Fax (631) 544-6358 ci temper Southold Bailding Department Southold, New York Ret 2670 Grandview Drive )_-is-t, New Ycr4 11957 To whom it may concern, This letter is In regards to the address noted above. The following changes have been made to the construction: 1 - The basement exterior entrance has been removed and a "bilco type' door %:.I1 be installed in its place. ?aili-a shown on balconV for bed.r_oocn #2 is 36" in i eicrhta 3 . P_ll second floor ceiling heights are 101 -01A , inclu-ding all bathro oras . 4. As shown on floor plans (on S2Ct10 S; , the height g-.o , thernidi7oint GY the hicyhast roof to grade, is fess than 321 -0" . 3. The elevator specifications will ba provided by the builder. If you have any further questions, please do not hesitate to call me. sincerely ., ��E0 A � \yea LAN 9,o f`� m e � Bran A. Rap � RA :dsk J�. tis. 210;yam . 0 Cross County Abstract, Inc. 375 North Broadway Suite 201 Jericho,NY 11753 Telephone: (516) 433-5366 Fax: (516)433-5706 CROSS COWN ABSTRACT,INC. does hereby certify to: Town of Soutkgld THAT it bas caused a search to be Haute in the Office of the Clerk of the County of Suffiblk in the State o2 Nc%k,York, against the premises described herein and premises adjacent thereto on all sides from 1982 to date, to ascertain the fee chain of We respecting said premises described herein; and the premises abutti:g sina'.e 1182 and has found only the returns as set forth herein or,the following pages as.thepbcar on record title;and DOFS certify that 'the owners of the premises described herein have owned the same in single and sepzrate ovtnersh.•a as dcfined by law dunng this period of time, except as otherwise shown herein." THS company's liability is limited to Twenty-five nmsand (£23,000.00)dollars for negligence only. NO policy of insurarice is to be insured hereunder. CROSS COUNTY ABSTRACT,INC. L) TitteNumbec SS 15405 Dated August ]5, 2002 Sworn to before-nC this 15'day of August 2002 � s Notary Public / Nctsryt gC In,€tat ER Naw tibrt No.4717620 Buali(ied In Suffolk Cts. CaMrr.,asign Expires I!511 `03 Form ]A Single aid SepernW Search i0i 1: P . 1 ; :_, fl . a0'I ° 95:a F Cres County Abstract, .Ina 375 North Broadway Satire 201 Jericho, NY 11753 . "Telephone. (516)433-5366 Fax: (516)433-5706 SR!GLE AND SEPARATE SEARCH TITLE NO.: SS 15605 RFFERJENCE TO LOT NUMBER: 1000414.DO-02.00•003.005 QRANTOR GR4�ITEE Ha,old Reese, Jr., Ronald Reese and Christine ]Mathias E. ]Mone and Maureen Mone, his Reese wife Dated: 6/10/82 P.ecordea: 6/24!82 Liber: 9202 Page: 176 GRANeOR GRANTEE I Dada; Rocorded: Likr: Pap;. 1 I GRANT `R f Dam& Recorded: Libcr: Page: F i Last dccd ofcecord Signed to before me this ISth day-of August 2002. Cross County Abstract, Inc r y BY: G "J HAWY A.BMW Homy pubK Bum of now Y** No.4717®2 Aram try su w Camnnl�lon )13,°l o� �- Singk and ties,sante S:n.ch Cross County Ab5truct, Inc 375 North Broadway Suite 201 Jericho,NY 11753 Telephone: (516)433-5366 Fax: (516)433-5706 SINGLE AND SEPARATE SEARCH TITLE NO: SS 15405 REFERENCE TO LOT NLNfBER: 1000-0 14.00-02.00-003.006 GRANTOR GRANTEE Harold Reese, Jr., Ronald Reese, Christine The Trust of J. Barry Bocklet.Jr., The Trust Reese of Susanne Bocklet, The Trust of Renton Bocklet pursuant to a certain Trust -Agreement dated 3/1180 Dowd: 6/10/82 Rxcrdcd; 6/2:/82 Liber: 9202 Page: 173 I GRANTOR GRANTEE Harold Reese, Sr., Ronald Reese and Christine The J. Barrington Bocklet Trust Agreement Reese CORRECTION DEED I dated Vi/80 Dated: 31'20;88—� Recorded: 512/88 Liber: 10592 Pagc: 495 i GRANTOR QP-4-NTE The J, Barrington Bocklet Trwt pursuant to Ronald E. Spillane& Winifred P. Spillane, Trost Agreemeri dated 3/l/80 tris wife Dated: 412018 Recorded. 5:2/88 Liber: 10592 page: 499 L f Signed to before ran,this 15th day of August 2002, Cross Countv Abstract,Inc. f1 F BY: ' KAMA.Be Notary rut j state ttt GualHd®d InM commis0on Exptraa 116 P t`U 3 Vngle end'.;rp alc Search �'. Thi` Crass Count Abstract, Inc. 375 North Broadway Smite 201 Jencho,NY 11753 Telephone: (5 t6)433-5366 Fax, (516)433-5706 SINGLE AND SEPARATE SEARCH TITLE NO.: SS 15405 RFFFRENCL TO LOT NUMBERlUUM 14.00-02.0"03.0Oe RANT R rZRANTE Ronald E. Spillane& Winifred F. Spillane, his Jaynes 1l7r.Cabe wife Dalod 8/3/00 Rccordcd: R/#5/00 Iviber 12063 Pzse: 303 GRAN''OR GRANTEE James McCabe Hurtado, Jr., Development Inc.. Dated: 7/.40102 Recorded: Liber: Page' GRANTOR GRANTEE 1 Bated: Recorded: Liber: — Page: LdA deed of record Signed tc before me this 15 day of August 2002. Cross County Abstract,Inc. 1 � n BY: tiete+Y P�uMi�State CI 1 No.47176M Gu81ffied In 0®. Car"nissysn Expires /�I �U� AM- 3...gle M-Tingle and Sgwale St b T-. _ ;'I` d _. . Id :_, Crass leommity Abstract, Inc. 375 North Broadway Suite 201 Jericho,NY 11753 Telepuone: (576)433-5366 Fara:(516)433-5706 SINGLE AND SEPARATE SEARCH TITLE NO.: CCA SS 15405 REFERENCE TO LOT NUMBER1004-014.00-02.Dt7-DD3.007 F— GRANTOR GRANTEE i Harold Reese, Jr., Ronald Reese ana Christine George E. Robb j Reese f I I ' Dated: 61IW82 Recorded:6/24,12 liber' 9202 Page; 170 RALT R GRANTEE George E- Robb Charles A. Slanetz and Nancy E. Slanetz, his wife Dated. ;lll7/58 Recorded: 4/6/88 Liber: 10576 Page:532 i GRAN€'�R GRANTEE Charles A Slanetz Jr, and ltiancy E. Slanetz, Charles A. Slanetz, Jr. and Nancy E. Ins wife Slanetz, as tenants in Common I Dated1/241196 Recorded: 2114/96 Liber; i 1762 Page: 302 i Signed to before me this 15" day of August 2002. Cross County Abstract, Inc. N 1CYA. IN plotary IauCdle,tsr 14marvat Na.4717520 DoaYitiad in f Cammis cion Expires/ 31 q 03 ving!r,and Se!weaFe!svch s Cross Couni)y Abstract, Inc. 375 North Braadoaay Suite 201 Jericho,NY 117533 Telephone: (516)433.5366 Fax: (516)433-5706 SINGLE RNID SEPARATE SEARCH TITLE NO.- SS 15405 REFERENCE TO LUT NUMBER: 1000-014.00-02.00403.007 GRANTOR R 1 E Charles A. Slanetz, Jr. and Nancy F. Slanetz .Mark A. Levin and Helen H. Levis, being 1 as Tenams in Common married to earls other wife I j Dated: 1il5/99 Rexrded:4/29!99 Libcr: 11960 Page: 197 GRANTOR RA.N B'E i I Datta Regarded: Liber: Page: I _ f �j2ANTbR GRANTS 17atcd Recorded: Liber: Page- Last dead of record Signed to before me this I ith day of August 2002 Cmss County Abstract,bc;, A.RE wry P ' .Sale of 4MA No.4'e 17620 Qualified in 9uf lw%Co. Caumnimian ExPfeee 1113 W03 '°111li4' SingJv t Town Of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT Date: 08/16/02 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Total Paid: $10.00 Name: Hurtado, Family Account-southold P.o. Box 2147 St. James, Ny L 11780 Clerk ID: BONNIED In[emal ID:61622 n Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL dy. 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing/Building: ,n (check one) Location of Property: h (� G r a t�A�J i cct/ o f\r J 2 House No. / Street / Hamlet /� Owner or Owners of Property: {- ,_V,4J,, � =r �en e/�i _ r�c - Suffolk Count��y��AyTax Map No 100(0 �/ ` , Section � / Block ? ry Lot � . 6 r� Subdivision t�1a p b ra�tv Zw E ,�n P 0 1 e-K+ Filed Map. l' C) 6 / Lot: �"� Permit No. g 7 / g Date of Permit. O Applicant: /y ✓r� c J ev'e�o cao cy,l,,c . Health Dept. Approval: Underwriters Approval: C �a6c Planning Board Approval: Request for: Temporary Certificate Final Certificate: -_."� (check one) Fee Submitted: $ U � Applicant Signature ��• 6G �OOI� U -a3033Q M-1802 BUILDING DEPT. PECTION [ ZVfOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �D Azx DATE INSPECT ?71 765-1802 BUILDING DEPT. 1 SPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE AC A CHIMNEY MARKS: d� DATE !i/ INSPE 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:_%�. ✓ DATE © � INSPECTOR �7 1 � 765-1802 B ILDING DEPT. INSPECTION [ ] FOUNDATION IST ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA A CHIMNEY REMA DATE /� ;INISPECTO 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION REMARKS: r)E LiC�Z/ DATE INSPECT 765-1802 BUILDING DEPT. I NSPECTI?ROUGH [ ] FO DATION 1 ST [ PLBG. [ ] /F UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL ( ] FIREPLACE & CHIMNEY RE KS: e lots DATE f INSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [XIN HPLBG. FOUNDATION 2ND [ ATION [ ] FRAMING [ ] FINAL [ ] FIREPLA CHIMNEY REMARKS: DATE l 0 INSPECT 7 / F 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ IN ATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION �REMARKS: ak�/�U1.0 IN Dl2��r �I C DATE v INSPECT FIELD INSPECTIONREPORT DATE CONVENTS ail2.r�i�'G � FOUNDATION(I - � 4- waCP Tye � u d P FOUNDATION(2ND) m oL' � i ROUGH FRAMING& h r r r] PLUMBING i r I 9 r INSULATION PER N. Y. d iI STATE ENERGY CODE G s FINAL ADDITIONAL C lN.ENTS i l /437 - o' - O 12 0 I I W C z m O o cplo TOUN OF SOU�T,,HTOLD BUILDING PERMIT APPLICATION-CHE,GKLIST BUILDING 1JFk7ARTMFNT Do you have or need the follotcing,before applying? TORN HAii.L Board of Health SOUTHOLD,,NY 11971 f 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 'n Survey wRxv. northfork et/Southold/ PERMIT N Check Septic.Form N.Y.S.D.E.C. � Trustees Examined , 20 Z Contact: �/ �/� a /1 -�PProvzd ,20 �O Mail to:�J/7y/'TGIQO J/P�Je, o 1�rN•BnfZ Disapproved ac r P�• /U'OX Z��7 �f• "N /U•Y. Phone- W I—.SAY—.tel o t/ Expiration 20 �/(-3 ector C AP IC ATION FORBUILDING PERMIT #�{ 6282 ,x. Date g g0 0 ;t— INSTRUCTIONS' a.This application MUST be comp etely 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. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant.,Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building pet-trait shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months- Thereafter, a new,permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pennit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, forlthe 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 inspcl tors on premises and in building for necessary inspections. • +/(Signature,of applicant M nole, if�corporation) © 1J ox Z I H �z S-f •TwrS_/]))( 117v (Mailing address of applicant) State whether applicant is oivner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises yurfaal o V-//- , e�e.9 aue"4 G (Qs on the tax(toll or latest deed) lip fs co tion t of du authori d fficer (Name Wand title of corpor officer) Builders License No. Plumbers License No. /.f Electricians License No. X71-7— Q Other Trade's License No. / I. Location of land on evhi h proposedwork will be done: �?Z Gla tlieu.r At, 0e— °c- House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 2 • D Subdivision6,tx.,.Juieal EHarieraI- /)P�e• Filed NlapNo. 7083 Lot Z (Name) 2. State existing use and occupancy of premises and intended use an occupancy of proposed constnion: a. Existing use and occupancy I )rz cat T+ C' b. Intended use and occupancy ia�le Fcuvvt , V•e5 . 3. Nature of work(check which applicable): New BuildingLee�Addition Alteration Repair - Removal Demolition Other Work (Description) 4. Estimated Cost V00,000 Fee (To be paid on filing this applipation) 6. If dwelling. number of dwelling units Number of dwelling units on each floor___ If garage, number of cars 3 6. If business. commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: FrontRear Depth Height Number of Stories Dimensions of same structure with alterations or add' : Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 93 z Rear_ / Depth /b / Height Number of Stories 9. Size of lot: Front l0 3 • `(^7 Rear -7 0 Depth 3S/ - /3 - I O-Na 10. Date of Purchase u OZ Name of Former Owner .l0.wes AAA- C¢/6e- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation'' YES__NO 13. Will lot be re-graded? YES ,-- NO—Will excess fill be removed from premises`' YES_NO t� c. awntS/N- ,I I-N 14. Names of Owner ofpremises W TT �ddressP.©. 601C 2-1t(-7 �- Phone`No. rs3f-S�`/'S�Oy Name of Architect 914wn RmeR A . ' Address Y Na o-l'F1' c;jje"Ty 6-11-,9-4y-62 yd Name of Contractoro7T-. Dewle�wx. -Xic. Addressy, do x z!r? Phone No. 677-.S�BY S to Sf ;T---e X, d)-Y fmro 16 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland° *YES.-'NO • IF YES, SOUTHOLD TOWN TRUSTEES 8. D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ '1 _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 ines. 1 If elevation at any point on property is at 10 feet or below, must protide topographical data on sun evll STATE OF NEW YORK) SS: COUNTY OF /_ ) J o hn 6 . r(vi-4vj o `T�, Pre being duly sworn, deposes and says thatXhe is the applicant (Natne of indiN idual signing contract) above named. He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owner, and is duh,authorized to perform or hac e performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Stt ori tq before me thi- da -of 20 D Z x19 7 Notary Public Signature of Applicant TERESA E.COSCER NOTARY PUBLC STATE OF NEW YORK NO.01C04871239 SUFFOLK COUNTY 17 TF_RMEXPMES JAN.10, Off' 00 3 BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: g /A /z APPLICANT: 6+tu�,��, DATE SUBMITTED:4 /-/L SCTM# DISTRICT: 1,000, SECTION: BLOCK: Z LOT: 3.& ``G12nN� STREET ADDRESS: 206 cITY: R,4-,,,� SuBDIVIS1ON: PROJECT DESCRIPTION: ESTIMATED PROJECT COS C ITE /ENGINEER: p FAST TRACK? NO SINGLE & SEPARATE CERTIFICATION-REQUIRED? NOTES: —_ LOTS 40,000SF-100-24. Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after , ZONING DISTRICT: Rio CONFORMING? yes REQ. LOT SIZE: n ooe ACT. LOT SIZE: REQ. LOT COV. j%) ACT. LOT COV. REQ. FRONT s PROP. FRONTi56 REQ SIDE' ACT. SID REQ. REAR PROP. REAR fi I Go REQ. HEIGHT PROP. HEIGHT WATER FRONT? yES DESCRIPTION: l-T. Soun4D PANEL #: FLOOD ZONE:_, APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT-C ES NO, (BED #): DTE: -1/<fY 2 PERMIT#:R10-j2 -cam?-, TOWN SEPTIC RECEIPT�qr N NEW YORK STATE DEC: PRE-DEC 9 i^ Y r NO ►�� ?2 Z SOUTHOLD TOWN TRUSTEES: - ES NOTOWN ZONING ZONING BOARD APPROVAL: YES or(g) TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLI`A l�lff� ): YES o NYS ENERGY:9.? OR NO : / EGRESS (18 H 4 sq total)_VENT(SQ. FT. x 4%) j/ LIGHT (SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: - - 'ba".ne wA bt-, , r,*-k FEE STRUC E: FO` ATION: SF FI ST FLOOR: ,' _SF SECOND FLOOR: SF OTHER: _ SF INIT OTHERO L TOTAL: g. SF FEE FEE FEE 1. ( S,Sg SF)- (_ Q—SF)_g SF �: $_� =$02 13.&.-+$ �� $ S, a 6 p2D 2. ( SF)- ( SF)= SF X $ _$ +$ +$ = $ GF THE �C//Ci7/�Vij A /T-' 7i16OT7 re61-7r,f Nn y�aa�1 o� TH C'rlLit/CT tlf/G/lTs ,e41j Nv1 lel6#T OPV MI-cv civ C'F BMJ z RIO -oz -0035 ISLAND 170.00, 0 Lof4o ,NATQ� 0AY 02 2 tN4 7 .0000 4 10 0 SLUFF - -20 rJ-OAI qf-- 00 2. 30 40 fo 46 20 44aA$I-Al. ERDSVAj 30 iii OF --'RAZAeD LANE 42 50 40 46 16 49. DWELL/NG 44 42 VAI ION a 1 1 1:, �TION REQUIRED 40 1 FOR SANITARY SYSTEM CHAINBy HEAM DEPARTMENT LINK FENCE 0 DWELLING 000 -36---- ---pk- 03 u . crsvoot FENS XW 0. %�, 8 zi 36 34 3! 13 u i4 0 So. 34 32 `4 o 77- P,\ 32 x ELEC. ,, MON. N Ox '50 fpr NEW/ 3 8.50.00 *-#, SON WELL WELL eW ORA, &D 38 D,9 Ile 440 IAND EASEMENTS AND/OR SUBSURFACE STRUCTURES, RECORDED OR UNRECORDED ARE NOT GUARANTEED 22 UNLESS PHYSICALLY EVIDENT ON THE THE PREMISES AT THE TIME OF SURVEY. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM P 00. THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE. THEREFORE. THEY k ARE NOT INTENDED TO MONUVENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES. ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. SURVEY OF L OT 2. MAP OF Gfl4 NO VIEW ES TA TES A T ORIENT FILED JIJ,44c 9, J952 FILE NO. 7083 SITUATED AT ORIENT TOWN OF SOUTHOLD, SUFFOLK COUNTY. NEW YORK SERVICES SUFFOLK COUNTY DEPARTMENT OF rfZAr :; kI SCALE - I ' - 40 ' SURVEYED: MAY I. 2002 PLOT PZAA,1.,4(/S(1s T,5, aGOZ ftAMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY )�)7 6 SUFFOLK COUNTYTAX MAP DATEI/ R - 0.&t,.*) - Q-1- D 03,7 DISTRICT SECTION BLOCK LOT APPROVED /000 14 2 3. 6 FOR rAmmu.- 0, BEDROOM$ HARRY P. HILLEBRAM EXPIRES THRzriyZA;lr OF APPROVAL LAND SURVEYOR 11 CHURCHILL LANE. SMITHTOWN. NEW YORK TEL . (631) 543-5139 PE•¢ai/T* 2B7/8Z N O ,PEF',aE .P/O-OZ -0035 iso"0°' ®fi R m 6 2op2 U* N 74.00 00• E N NIGH wprE sorm1w OF s w T- M F SLUFF ca'_aa� EJ TOP 0 HAZARD , 49.515=5'F' N AREA DWELL/NG MON. O cr/a/N 1/FON L qj85 L/MY FENCE E ' a - 16.0 0 651 0 o p6.0' DWELLING FEE 467 � ODER TION ok 3g.la o coNs`o£K 6f V9 14 CA PPS FF«. 4 o paoo T/FDN- a 4.5• 16.0' Q h a "o0 96 o p7.0 m �. 6. G.1 O J w6 NN 1� O ti G.1! 0 - 500 Z 36 3 •O O `PQO s vex 0600 D e x a°° m N 4iFl (JrGfC- MON. .4 �• /43 4�' N EL X �S1MP R,50"00• 81.06 MON exeffe ORAND ®�®�E EASEMENTS AND/OR SUBSURFACE STRUCTURES. _ \ RECORDED OR UNRECORDED ARE NOT GUARANTEED ♦9� \ UNLESS E OF SALLY EV/DENT ON THE THE PREM/SES AT ®a®� THE TIME OF SURVEY. �v THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 0.00 THE PROPERTY LINES TO THE STRUCTURES ARE FOR a:2 ho G - `�A SPEC/F/C PURPOSE AND USE. THEREFORE. THEY > ---� \lSli®iARE NOT INTENDED TO A/ONUMENT THE PROPERTYL/NES OR TO GU/DE THE ERECT/ON OF FENCES.ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. SURVEY OF LOT 2. MAP OF GRA NDVIEW ESTATES AT OR/ENT FILED JUNE B. /98Z- FILE NO. 7083 SITUATED AT ORIENT. TOWN OF SOUTHOLD. SUFFOLK COUNTY. NEW YORK G[b4R,4A.1TE�-D TO THE STATE 94AI' of GoAt,G 1,54 41JD ,c'ieSr- AMek'IOAN rine 11V5cle.4AcE L'o"PANY oc- NEW YG1e , SCALE / ' - 40 ' SURVEYED: MAY /. 2002 UNDER CONSTRUCT/ON." NOVEMBER 20. 200 REYigEDDF1'-3n2002 �%tl�lv/IaDPo�S�'02anc/ goN � . SUFFOLK COUNTY TAX MAP DISTRICT SECTION BLOCK LOT /000 /4 2 3. 5 \tis 42001 ��FOIAWDguP HARRY P. HILLEBRAND LAND SURVEYOR CHURCHILL LANE. SMITHTOWN. NEW YORK TEL . (63I) 543-5/39 u r 7 ) � ®L)f4® - - - I�`AW® 170•00 gg ®f4e Y 1. 2p02 / L N ,4.00'0 N AN SOH wArER MAY / OF BLUFF � •O OTOM BOTTOM F BLUFF N M — roaO s WOOD PLAT. rOP OF BLUFF WOOD TALK vw OF B�MFF 12/18/03 SIM FD. TOP 05j00 NON. ozs O5TA1.D L-10 S15,5•F• EOOE uEAaw 2.6 W. t� coAHAZAR AREA RAM `\EpAYMELL C u pDV o FO. T£ S o 0 `b v STEP ; '! P Its 60. � eye, c �\MON. CHAbV y� F STONE@' O LOTS O y� ® LAW FENCE W x TC 31• c 3 b A/ OOO I i � /?01h i'ii TdE � 65' o .�3 ORY FtJD EN aa� ;,a ,PIR wAy S u BR�DTIFO�EL GAME .� DOVEWA a FF EL 3j617 by 6�E p 26 9. _ ^ 28.1" 3i ASPHALT J 10.°` e.7 .I 7aR� zJi� DR/VE c, \ a TC.u.ot v .o sLA� Amps � a'R2 •n STE ELL Lu 3 363 T`pR� AIN y 102` 8623 2 v E CEO s10RE WAT o � „ D�1 DRIB o ^� M � � T0� e < vs� • W • M CV a WWAALLL .L.N/S c W c Z do J L �^j ST MA 2.0 0.9 w+ LIECS A° .3 47' Lox 1.6£ O9.�•((Ii • OX MON N8� V401 TC.26. EC. i5 •0 1G R Fq ® ®�� EASEMENTS TEED M S(APFACE ALLY TLOP£S RECORDED OR OF SIN ED ARE p�/V NOT GUARANTEED fAVLE55 PHYSICALLY ENDENT AT THE TAWE OF SURVEY. ..6hOT ThE OFFSETS OR DAVENS/ONS SHOWN HEREON FROM THE PROPERTY LIES TO TAE STRUCTLRES ARE FOR A SPECEIC PLAWPOSE AAO USE. TFER£FORE TREY ARE NOT INT£AOED TO A/OAVBENT TAE PROPERTY LAWS OR TO GME THE ERECTION OF FENCES. ADDITIONAL STRUCTUWES OR ANY OTAER NPROVEAENT. OF SECTIONED AL SUBDIVISION N AOD/T/ONS TO rMSYORK ST4 rE/S A VIOLATION \ OF SECTION 7209 SUBD/V N O T OF TAE NEW YORK STATE EDUCATION LAW. COPES OF TNS SINVEY NAP NOT BEARING TAE LAAO S(MVEYOR'S AIMED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY. CERTEACATIONS WVDICA TED IEREON SHALL MAY DAL TO TME PERSON FOR "M TFE SCAPYEY/S PREP ED. AND ON ThEA4 BEHALF TO THET/TLE ®�®� COMPANY. GOVERARENT A Y AAD LEAVING NST/TUT/ON LISTED HEREON. CERTf/CA TIONS ARE NOT ANSFERABLE TO ADD/T/ONAL AVSTITUT/ONS OR S(ESEOUENT OWAERS. �® R-20.00' L-3/.42' BU/LD/NG OFFSE MEASURED TO THE FOUNDATI ON SEPTIC SYS TEA. WA TER L/NE AND DRYWELL S PER 0 THERS SURVEY OF LOT 2. MAP OF ORA NDV/EW ESTATES AT OR/ENT FILED JUNE 8. /982 FILE NO. 7083 SITUATED AT ORIENT. TOWN OF SOUTHOLD. SUFFOLK COUNTY. NEW YORK cNFp�`K ,�, , Y ., t - SCALE /' - 40' SURVEYED: FINAL: DECEMBER /8. 2003 r ; .ENT OF HEALTH SERVICES ADD DRYWELLS PER OTHERS: JUL Y A 2004 ^TcFD-Y'0RKS FOR Y 4"ciD:NCE OF NEIL, C>Grr^�i R P�� MES HI r0 ,-- ,,�� 1 r�,. IO o 2 003 S h'` ��'P 4��9 P � n any taatu at nns locaticr have peen o� c * SUFFOLK COUNTY TAX MAP r yner a3enclos 3n0 tOUnQ b { " (ay e_-u�oorvls. I DISTR/CT SECT/ON BLOCK LOT / /000 /4 2 3. 6 Ydul er�, T,-ti ,-e a•c., lie S o. Q�� 0 H/LLEBRAND LAND SURVEY/NG. P. C. Office e1 Westewate,tdanagement FO LANG 9J // CHURCH/LL LANE. SMI THTOWN. NEW YORK TEL . f 63/J 543-5/39 a VIII ad, VJMXPP, I .I � �Fri jPf�y� aaL�i:J J `_ tea■ —77 U a • . I a � ' �_ `�1►� � 11 E n Ix--rr-ttao¢*rn-a�i a u IVA "I 5��-�!■ � aI rt[c7t/t� �rcr>.� - r � �i rRSE\s Q•,:. [ �I air caigQQlr-7i3 1' a;.:. '„'i aaFa\ia�(!'--.•^".�"i--i�r-1 af^R'� v . I' `�:��' - • ' F:_Anfi-TPS .A ul1111 � �, 11■� l:-1.- 1' � I� Ia17 Il d 11- �'I II �'�I•f [�J1 F .oil�•.. Z"r-'�T9i1.� _"I�tl �AR�1^. 1,10► !:n �[[I��-->�� _ - -- ^� v �■slu r OKA Ell ME fir , rlr MODEL CMR-750 Ml El eFillRIII ei�'i,� v .�. 6 -7 0 0J 7l9 Z. SEALED WOOD TRUSS DESIGNS for HURTADO RESIDENCE Kings Park, NY prepared for: John Hurtado Jr., Inc. P.O. Box 2147 St. James, NY 11780 - prepared by� NASSAU SUFFOLK LUMBER & SUPPLY CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn: Brian Mooney (631) 289-6900 FAX (631) 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE.,RONKONKOMA,NY 11779-6534 PURCHASER IS ADVISED TO OBTAINAND FOLLOW TPbI77097 BRACING AND ERECTION RECOMMENDATIONS AND TO DISTRIBUTE TPI-HIB91 TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. TRUSS SHOP DRAWINGS WILL BE 77IE SOLE SOURCE FOR TRUSS FABRICATION, PURCHASER MUST SIGN FOR APPROVAL TO FABRICATE AS PER NASSAU SUFFOLK LUMBER TRUSS SHOP DRAWINGS iTek� p MITek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Re:G RAN D V W Chesterfield, MO 63017-5746 Telephone 314,434-1200 HURTADO RESIDENCE-GRANDVIEW DRIVE Fax 314/434-5343 i C The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters provided by Nassau Suffolk Lumber r Pages orzsheets covered by this seaII4320431 thru14320517 My license renewal date for the state of New York idune 30, 2005. r G I OF NEyl,r I,N GA, i9 fl C1 w LU 2 OBO 1.,t v R�FESSIONP January 3,2003 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown- The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIITPI-1995 Sec. 2. x � Job Tlrbs I HURTADO RESIDENCE-GRANDVIEW DRIVE 4 26431 GRANO11W H100 ROOF TRUSS 29 1 o tonal NASSAU SUFFOLK UMBER.M1IEOFORD.NY 11163 SOpOS Dec 172W2h1Tek lntlustries.Inc Fri Jan D311S0.022rrSd Pagel F 5-0-0 5 9-10-11 - 5-0-0 0-0-2 4-10-9 ZU 11 a-:ak=1a5� i uor I � z � ] 34 II I 4-9-0 5 Or�O 9-f0-11 � 4-9-0 0-3A 4-10-11 Plate Offsets YI: fiA-0-0D-1-11 f19L5.0.1ZI T LOADING(psf) SPACING 0 CSI DEFL n (lacj Vdtl fl PLATES GRIP TCL- 30.0 Plates Increase 1.15 TC 0.56 Ven(LL) 004 1 -999 h11120 157,x144 TCDL 20.0 Lumber lncrzase 1.15 BC 032 Vert(TL) -004 1 >999 6CLL 0.0 Rep Suess Inv YES WE 0.32 Hcrz(TL) 0.00 4 Na SCOL 10.0 - Caia BOCP/AN5155 �lu LC LL Klin L'de,=246 - 1Ve7ghr.4E lb LUMBER BRACING TOP CHORD 2%4 SYP Not TOP CHORD Sheatrad or 7.64.p.r , exoapt end verticals. BOT CHORD 2%4 SYP Na.2 EOT CHORD_ Rigid wing directly applied er 6-0-0 oe Erdng. WEBS 2%C SPF Stud WEDGE Leff 2%4 SPF Bud REACTIONS (lb/size) 4=31/hled�animl,5=1201/0-6-0 hlax Hort 5=510tload rasa 3) Max UpfiR4=313(load case 3).5=-7I5(batl rase 4) h14x Gry 4=366(lmd ease 2).6=1201(load case 1) - FORCES Qb)-Fust Load Case Only TOP CHORD 3-4=-Z37.1-2=562.2-3=0 BOTCHORD 15=176.4-5=476 - WEBS 24=571.2-5=1103 NOTES 1)Wind:ASCE 7-52 per BOCA%NS195;120mph;h=25h.TCDL=10 Opt.ECDL=6.6psf;ea Ioancym.gory 11,evposare D;emlosed.MWFRS gable end ' zone;mnliever left and right exposed;ern]yerEml leli and right etposei;Wmber DOL=1.15 plate grip DOL=1 00. 2)Polar Ia girca p)for miss to wss connections. 3)Pnowde mxienical connection(by others)of troy to beann9 plate mpable of withslanding 313 It,uplift 31 joint 4. 4)Two RT7 USP 13]nnectors recommended to conned Irltss to bearing walls dire to uplift al 11(s)5. LOAD CASE(S)Standard - OF NEW y 17 Q lu �lc�OR �0.0800`0, �2C9 9pF&S st c) Janua 3 003 _ WARNING-Yerlfg design parameters and REAFTh07E3 ON 7874 AND RE VERSE SIDE BEFORE USE _ ry Ce r]n .]ta to.u,e my.rah ma , r xl Ir Is ds 63^a cr I. MI.pa a e1e YanT ana a 1:1 a. tn]I Ic..bJ`csng nD. I) be noaea nka r APF. au r cf a pn C ]n gn 3 F cul tr Jur dlx: •f ccmpcner I e rs k r t pa g d y a I t d qr] eacrg gri,bJJhr la Ipp] Min]I Id I4 c emre dangr Item Pul3q ug]N]I u gdbu,aV rg c dJ li BJ - :.is v I— ee.l]r Mad M, P- rr e._ . d jr, r._ ...mlale e e La<r.c n. J v- ee•3 ].a_.qr P. FCJ a �rzI _ . ]1 3e , ]r1. o r__ -n u, c e .' "M tll ng lr tallIng on5 Brwing pxominerdCbncvcnno.ble,h on uuv V le I;eIjrjle Sea L'Gnaalc Di,—,h aaee ^t4 o russ russ ty P y R A �ESI��NEE- RANDVI W OR GRANDVW H700A ROOF TRUSS 14320432 ! _ _ZI7 (oPtiona) NASA UFFOLK LUMBER,MED ORO,N 7170" ,MiTek Industries, Inc. 5. 0 s ec 17 200 NLTek Industnes,Inc. Thu Jan 02 145501 2003 age 1 7-2-: 8-10.11 0.o-0 " 331 31-1 183 2x4 [I S.I.=137.6 4 3x5 i 3 ].OD 12 3.51 2 6 5 0 I 5x5 i 1 7 3x5 i 7.00 12 a 2X4 II 3.101 311 1-d1 4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (1ec) I/dell PLATES GRIP TCLL 30.0 Plates Increase 7.15 TC 0.38 Ve t LL) 0.05 7 >999 M1120 1971144 TCDL 20.0 Lunlberincrease 1.15 BC 0.29 VenrrL) -0.06 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Ho TL) -0.03 5 n/a BCDL 10.0 Cade SOCA/ANS195 1st LC LL Min I/dell = 230 Weight:4616 LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (Ib/siza) 8=516/Mechanical 5=516/Mechanical Max Harz 8=400(load case 4) Max UpliftB=-109(load case 4), 5=-374(load case 4) FORCES (lb)-First Load Case Only - -- TOP CHORD 7-8=-479, 1-2=-1157,2-3=-660,3-4=0,4-5--70 BOT CHORD 7-8=0, 6-7=1155, 5-6=506 WEBS 1-7=1040,2-7=-219,2-6=-443,3-6=527,3-5=-667 NOTES 1)Wind:ASCE 7-98 per SOCA/ANSl95; 120mph;h=25ft;TCDL=10.Opsf,BCDL=6.Opsf; occupancy category 11;exposure D; ericlosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. - - 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 8 and 374 lb uplift at joint S. LOAD CASES) Standard OF NEW Y �P �JpNGA,g0Z � rFa17 LU . ��J tiD 000491 F�r1` AROFESSI - - �Ignuary 3.2003 ..&Vr ARNDFe -Vrffg deeign paf Lem and READ NOTES ON Tffi5 AND REVERSE SIDE BEFORE 65E- G -D J a a L,✓Y crly.r h` .7 x :rh uw n[a a•errs s.exr,arae im a na nuat[ W.p aP:%rerl 1 aP. Ir rjrlea dcOaa. nCaBr'?pGtc any cr a.-opr aarar,el�.ana Fr:per N_ai Pclalcn ci�nrar.er c er[d PYrr re rye-q .r n LI a a fy enX.ins N t L.r-bl al^aFPai el Inar.10uai xeDr emir :ntr hadtlpnal Im Dcsr wacmi la M i WIT/ m� ]m Ix: k 1Y,� F ]-^ sol �JVd�e t � �. - i. .=' ,r-. -. - '.-- .'• I.r [ - F --i .r.- iXai.ur_ .. ee • v. Hr-` - - HanEnng lmlalkg aryl&aclno Flxvmmendaran ova4,able il.: T,u-Rale tr 14.le,5s3 D Ono Rb Drb ldatlls. _ ,19 Job Tw= TrussType, 01Y PN HUP.TADO RESIDENCE-GRAND VIEW DRIVE GRANDVIV H100B ROOF TRUSS. 2 1 14320411 NASSAU SUFFOLH LUM1IBEH,MEDFORD.NY 11763 ° Vonsl 0 uuP s use 17 2002 M,I ei<Industnas,nlc Fri Jan W 11:50'W 2003 Page 1 I 1-60 4-10.4 8-2-7 9-10-tt - t5-0 ' 4 3-Sd 1�d as 4 W 12 3r= T F.c 3.a= 3E i 2 - /]00 FTT LJ 4.1= 4-10.4 - &2-7 1 9-10-11 1-0.0 11-5-0 g 1 l; a-f-1 ta-1 rTCDL27O.O :FSPACING 2110 O51 VenL in (be) 999 PLATES GRIP19 cease 115 TD 0.96 DEFLL) 0.04 6 X559 MLADGRIP44 crease t.li BC 0.25 Vea(iL) -0.OS B X959 ss Incr YES WB 0.45 VW(7m(TL) -0.02 6 Na bOCA/ANSI95 1=_t LC LL Min b'dafl=240 Weight 49 Ib LUMBER BRACING TOP CHORD 2%4 SYP No.2 BOT CHORD 2%4 SYP No.2 TOP CHORD Stzalhed ci 6-0-0 oc punuis, e..=p[end verti�6. WEBS 2%4 SPF Stud BOTCHOF.D Rigid Mling directly applied or 6-0.0 ac tracing WEDGE _ Left:2%4 SPF Stud REACTIONS (Ib/size) 6F47&Medlanioal,9=69tN$0 Max Hors 9=429(load mse 4) Max UPfiit6=-349(1®d a3se 4),9=-271road case 4) FORCES (b)_First Load Case Only - - TOP CHORD 1-2=13B.2-3=561,3A-S99.4-5=0,S6_=i0 B07 CHORD 1-5=110,&9=21]•7�8- 0.&7=46z - WEB5 2-9=535,2-8=1054,35=-24],3]=-323,4-]-t56,4-6=609 NOTES 1)W d:ASCE 7-96 per BOCArANSI95;120mph;h=25h;TCDL=10.0psf;BCDL=6.op-f oompanry-tegmyll;exposure D;endo-.d;kNV gable amt zone,Fantilever left and right.,,posed;and vertical left and right esrpceed;Lumber 156L=1.15 plata gap DOL=1.00. 2)Refer to grder(s)for fuss tu buv mNledians. 3)Provide mahanical connection(by others)of truss to bsarng plata capable or withstanding 3 9lb uplift at jtint 6. 4)One RT 16 USP connectors remmmentletl to Punned trusstv bearing ells due to uplift at jt(sj 5. LOAD CASE(S)Standard . ��pF NEGy y �JPNGAC?o O9h c� 0.080091- �Z A � R�FESSIO Janus 03 v F. - wArtvrxe. eli- a�a _ M e^pr:,�rre<eea.are READ xorzson rua,a4nu lteve�sme Begone use. mu [ L] Iq IJ of A tr M191 CCnnK JI. Ir6 d Jgn t%>'h1 Pn p' c M 51 am OrO G I:n Jr Tdr.q at GY V r�CyrlCJnIYI I>[E - a d -sr, ] qday PCFl PErdVo o;o Cola err aFx ins Ccrolpt Iex.pur+nr e1 �[wtr el •Y e a ] ✓ k far h ul roep[q G ria q,]I urt h,Y, Peron al .,:.r.orae ni to Ir[]r e loPm.,dY Irp,yr lroargr,a Ir.r rr [ rlr= 1 _ Dsa�av�arYolras moa on —d Jis c� 1 n+ .y�rrulu ig entl qnq Nocom tlolbn av IgblaYrom Trvc dale ln.rtlu e,; DJrwM1.�.Gnae.A:otlk�n,Nh..J14 ' Job Truss Truss Type Oty Ply HURTADO RESIDENCE-GRANDVIEW DRIVE 43200.1 GRANDI5V HIIX]C ROOF TRUSS - e 1 pll NASSAU SUFFOLK LUMBER MEDFORD.NY117F.1 5.000 s Decec 171]2002 NGTeN IntltsWes,Inc. Fri Jan W 11:50'25 2003 Page 1 1b0 S-5-10 74:41 111.10 .L3-2 exu II ..r=ye=13r E ( ].00t203., ' a6; 2 S i Tau r ' 3r5= I ]sa II a.1= �J6 55-10 9-5-7 941-11 Q41-0 0.6-0 3.11-10 111-14 0.3-1 Plate Offsets XYi: 1:0.0-0,0-1-pE1:OA;_03-21 I]:0-2-0.0-2-41 LOADING(psf) SPACING 2-0-0 CST OEFL N (la) Vd"" PLATES GRIP TCLL 30.0 - Plata Increase 1.15 TC GAS Vent 0.06 6 >999 M1120 197/1# TCDL 200 Lumberin:.rease 1.15 BC 0.27 VartQL) -0.06 6 >999 BOLL 0.0Rep Sires Ino YES AS 0.46 Hz(TL) -0.01 5 W. BCDL 10.0 Code BOCA,'ANSI95 1st LCLLNfn Vden=240 Weigh[47IT, I LUMBER BRACING TOP CHORD 2 X 4 SYP Nat TOP CHORD Sheathed or 6-0.0 rx purlir s, atcepl entl verticals. EDT CHORD 2 X 4 SYP 14o.2 EOTCHORD R'gid ceiling directly applied or 6-0-0 cc brang. WEBS 2X4SPFSIud WEDGE Lei[:2 X 4 SPF Stud - REACTIONS (b/sae) 5=468,111eatanical,7ti21,0-8-0 Max Hoa 1=45411oad case 41 Max Uplift 5= Toad case 4),7=?460oad ase 4) FORCES lm)-First Load Case Only TOP CHORD BOT CHORD 1-7=-110.6-7=-214.&6-967 '- WEBS 2-7�125,241=10)1,3 190,3-5=41]1 NOTES 1)Win&ASCE T-98 per BOWANSI95;120mph:h45fi;TCDL=10.0psi;BOOL=6.0p>F: empanmjal,gwy II;exposure D;endmed:NIWFRS gable end zone;anUever aft,and right apased;end,ertial left entl tight e^pcsed;Lumber DOL=1.15 plate grip DOL=1 00. 2)Refer to girder(s)for truss to buss[onneaions. 3)Provide mechanical connection(by others)of truss to heating plats capable of withs landing 31 t lb upli0 at joint 5. 4)One RT16 USP connectors revomrranded to canned Truss to bearing wall=due to uplift at jl(s)T. LOAD CASE(S)Slandaard OF NEW Y �Q- JPN GArgC 0 CO* IT z= a �0-OB009, =C� R�FEsstoNP . .. ,:,_... ....:.. - January 3.2003 3ai li•.iRM11G 17erljy dedgn parvmeters and READ NOSESON 78LS AAD R64ERSE SIDE BEFORE USE " L 4in ie mt vA n r xMr.R1 Te[W^nwl is 1,�a�'xn A-Ea gd Dory p:,n pa am�lgts rc xn,ary c Ic a Na am pafn y c.rt.x-�I b[ 1 N.-, > pKapea 1Ka .. 4C[Gca[ 1 t» mvm r=sanaF tvcao-:.:.ltc.rdwrt p..r+rt en ' -cur .f puramg arp = rtuti e 5] E' L+p r r b a - pp..I f a I- o em Gti rtr_Adanr rel letr p:.- in braa4tp I M u e n o X e- F— cor in I n s Ir 1 .,. tn sv ,- 4 r.- tc. .r;1-t ct.� t u 1 e-, - . p a_q p ^ n I_- - r 1 � , H almalda aEr .�Fsca rt>avly,.... . _Ion Ya _ULrc • (e • k"' I Job T— T.T". i @/ Ply HURTApO RESIDENCE-GRANOVIE4V DRIVE GRANDVN Hf01 ROOF TRUSS . 4 1 14320435 NASSAU SUFFOLK LLa.IBER,MEDT-U D.NY 11763 O wnal 5.000 s URC 17 2002 hliTak Indw_tlies,Inc. Fri Jan 03 11:5096 2003 Page 1 2-6-13 5-DO 75-3 2-6-13 2-S-3 2-55 hJ I $kale=127. 3 1 ]ti i '.00 12 2 1 � \ 999 s4 3.1 II sa 3xi- 4-9-0 763 4-40 0-10 25-3 Pier.Offsets XYY1:0-0.u,0-1-1, 1:0-0.5.0-a-2 LOADING(psf) SPACING 2-0-0 CS, OEFL m (I.) Mail PLATES TCLL ..0.0_ Plates Incresse 115 TC O.S] Van(LL) 0.06 1 >995 GRIP TCDL 20.0 Lumber Increase 1.15 BO 0.21 VeriCTL) -0.oa 1 >995 NIII26 157/144 BOLL 0.0 Rep Sbe�e Inv YES WE 0.39 BCDL 10.0 Coda BCCA'ANS19$ Hor_(TL) O.ae 4 Na 1st LCLL Min L'der1=240 Weighi:37)b LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Shmtador7S-3ocpurruls, excaptallGverticabs. WEBS' 2 X 4 SPF Sox! BOTCHORD Rigid ceiling&aclly appfool or 13-0-0 oc braong. WEDGE Leff 2 X 4 SPF Stud REACTIONS (IWs¢e) 4--$15iMechaniel,5=1393!05-0 M.Hoe 5=3EE(load ase 3) Max Upliih4=519(laad case 1),5=972(Iaad rose 4) Mas Grsv4=4120oad case 2),5=1393(Icad rase 1) FORCES (Ib)-First Load Case Onty - TOPCHORD 1-2=582,2-3�,3A=114 SOT CHORD 1 5=176,4-x-176 , WEBS 2-.`x1320,2-0--110 NOTES 1)Wind:ASCE?a0 per BOC.VANS55;120mph;h=25f0 TCDL=10.Opsf;BCOL=6.Opsf,MCLP my category ll;exposure D:en,I.sc;h6VFR3 gable and zone:cartile,ar left and right soposad;end vertical left a1M right.posed;Wmbe•DOL=1.15 plate gnp DOL=1.00. 2)Refer 10 girder(s)for trues to Irlbs connei,dcsa. 3)Pmvida mechanical Lonne_u0n(by others)of boss 10 bearing plate capable of wAhslanding 519 M uplift at joint 4. 4)Two RT16 USP cmnectors remmmencle!to connect truss to bearing walls due l0 uplift stjl(s)S. LOAD CASE(S)Stand,ur OF NEly y �JG411 0 t9 2 C7 10 0.060094, q�FESSICO) Jamiary 3,2003 - 'W.47Ch7NG-VerlW o,s"S FJpp r to a uu[READ NOTES ONTffiS AND RE I.SCDE BEPORE_USE. .- _ GaJar, .a5o ar Snq'*In llnek ccnnecla. R.c-e g-a w:ea:n1 own palanuten snuwn,arta t ra do�Irur.tl+al Grmini<cr.par.er.l u tr R:qy J anrj�Lp,apd valtkaRf Apellcaewrr,ar a�qn w•an'.elan ar.tl wooer b.aapa.amrLl ca,_r.l c�rrxsaltevr c!bmtllr. S �T -r ]0]'n v 1 " bl_�]I""OP"Pf Ydlggal wec m+n oer crlr Aaonx]qt I=r y _ drg^e nn Imc r . Is r �n�r d]-rrlry Y��a�Ja IIV - FV p Card V 7Gn 6 r2 - J a - f �lLla'.c L_._ Fera11 g k3 ord Brec,q ixe:.nrt�.unlana la pomJ1.1.veal m.,fuuf e,SV DOrq LbDJ ,n1]tlsan W1537,;. 1 r1 1r' i Job Truss Truss Type Qty Ply HURTADO RESIDENCE-GRANDVIEW DR IVE 1 GRANDVW H101A P.00FTRUSS 2 1 14320o26 NASSAU SUFFOLKLUMBER,hIEDFORO,NY 11703 llonal 5.000 s pec 11 2002 MTek Indru-lnes,Inc. Fn Jan0.3 11504fi 2003 Page 1 160 36-2 5-103 7-3.3 1-6-0 2-2-2 2-2-2 1-1-15 2:4 11 s:;6=1rY I J imr ].i i 6 1.3 I 5,0 2 4 1 7.W IZ ].s 11 1-0-0 1-6-0 - S10-i 7-3J 1-0-0 060 q..4a ti-15 Plate Offsets JCY: 1:0-0-00.1-1, 1:0.0-SOS2. 5:0.3-0,0.2) LOADING(psf) SPACING 2-0.0 CSI DEFL in 0.) Vde6 PLATES GRIP TCLL 30.0 Pkles lnl ease 1.15 TC 0.14 Vert(LL) 0.01 7 >999 MI120 TCDL 20.0 Lumber lnuease 1.15 EC 0.16 V 1g''1'1 BCU- 0.0 Rep Sua,s Inc, YES WB 0.15 en(fL) -0.03 76 >999 SCOL 10.0 - Code BO ANS195 HOR(TL) -0A1 fi Na I 1st LC LL Min Vtlet1=240 YVeyhL 37 lb 4 LUM1IBER BRACING TOP CHORD 2%4 SYP No.2 BOT CHORD 2%4 SYP NO2a,,,TOP CHORD Sheathed v 6-0.0¢plesns, except evani,aIs.WEDS 2%4SPF Sud BOT CHORD Rigid aling dvecy apprid v64]-0oc bratlng. WEDGE Left 2 x a sPF slag REACTIONS (Ib1sioa) E=413161echanical,B=5a1r0-6-0 Mas Horz8 02(Irsrd case 4) hlex UPM16E 235(Ivatlase 4),9=-239(1wd Mse 4) - FORCES (Ib)-Film,Load Case Only - - TOP CHORD 1-2=138.23-159.3 =-299,45--0•SC=-Sfi BOTCHORD 1E=410,76=337.6-7=231 - WEBS 2-0=169.3.}Ei2.&7=32,47=227,46=336 NOTES 1)Wold:ASCE 7.93 per BOCA'ANSI95;120mph;h=2511;TCDL=10.Opsf;ECDL=- .opsf,o upan,,category 11;exposu s D;a 10sad;M1lNlFRS gable end Zone;cantilever left and nghl exposed.and vertical left and right exposed{Lumber DOL=1.15 Plate grip DOL=1.130. 2)Refer to grtder(s)for buss W buss cclnne,,brtfi. 3)Pmvide mechanical onneCion(by Others)of buss ro bs3nng plate Capable of w4hsranding 2351b uplift at joint 6. 4)One RT16 USP connectors rac rnendetl 10 connect truss u,beanng walls due la uplift al jf(s)B. LOAD CASE(S)Sanded OF NEWY IaAci9 O9� M r. LU �� •v0lei -Ono 9� R��ess(oNP dairwar .,mini.:• M.±T1,M1D''G.f'erl.i4 r>eaoi4,pa r'111e1 L✓.:R[_YJ M1ViES OM1'i owe 4YD REI FR.' mg L 6OFF.far - t•. L i i Job Truss Truss Type Ory Pty HURTAOO RESIDENCE-GRANDVIEW DRIVE 432043] GRANOWV H1W ROOF TRUSS. 4 1 o Iional) 11ASSAU SUFFOLK LUMBER.NIEDFORD,NY 11]63 5.000 s Dec 17210(12 klf a Induslnes,Inc Fri Jan 0311:501592603 Page 1 2-0-3 24-3 23-2 2.a lI+ 51315=1:ut., X ]aa 12 2214C/ s _PROVIDE ANCHORAGE, DESIGNED BY n OTHERS,AT BEARINGS TO RESIST NIAX UPLIFT AND NAX H.ORZ.REACTIONS SPECIFIED BELOW. I 4. =30 II I s +� II 4&1 X0.5 443-1 0.2-5 PFaIe DRael3IXY1: It:o-0-0,0-tA. t:o-0-SJ-f-21 - LOADING Cost) SPACING 2-0-0 CSI [TEFL in (bc) Vded PLATES GRIP TCLL 30.0 Plates lllcrease 1.15 TC 0.53 VeR(LLI oW 1£ >601 M1III26 1W1144 TCDL 20.0 Lumper Increase 1.15 BC 0.41 Vert(TL) O.Ofi 1-6 >959 BOLL 0.0 - Rep Stress Inn YES WB 0.11 HordTL) 0.00 m:a BCDL 10.0 Crile 5OCMANSI95 (Matrix) 15t LCLLMin Vd.11=240 Weight:im LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-105 u purlins, except end verlirals. BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid coffin,directly appried or 60-0 oc bracing. WEBS 2 X 4 SPF Stud WEDGE Le(L 2 X4 SPF Stud REACTIONS gb/ za) 1=-Oro-t E,5=5]S'0-2E Nlax Har,4=449tlaatl case 11,5-152(Icad case 4) Max Uplifts=484(Imd case 4) FORCES 0b)-FirsLLoadCase0,ly - TOP CHORD 1-2=332,2-3=533.3-1=3B6,3-6=-412 BOTCHORD 1- -204,5-6 149 - WEBS 2-6 2ZU NOTES 1)4Vnd.ASCE 7-98 per BO NAPISI55;120mph;h=25rt;TCDL=10.OpsF BCDL=c.0psf,m.pan,.tegoly II;expmure D;enclrsed;M1IWFRS gable end - zarle;cantilever left and light expm'ed;end vertical left and right eeposedtLumbar DOL=1.15 plate gnp DOL=I.W. 2)Plo amechanicalcannxdw(byothF )altrusslabpa Gpl3teatidnl(s)4.5. 3)One RT16 USP connectors recenunanded to connect buss to bearing walls due to uplift stills)5. 4)Nan Standard bearing condition. ReNew rer lred. LOAD CASE(S)Standard GjPN GGAARCO"9 O9if" r _ cc z F� 4, 080091 ��C� - - AGFESSIGNP ''++T� - - - Janua 3.2003 1 AWARBAG-V ffy derign parvmefere and REACT ROTES Ori 777US APW RE LERSE SME BEFORE USE. D p1 ,awl gxnn 111 rc oda IL"a 9 eDD.eacl uxn 001Dnples me aril Ll ran rxtl alp IDna Fx II he 1 1 YY] 0'I1 rOro 1ad,oCn OIC RPC 161 .PCfJL Y OI EJ',.,rQ O J 2 r J I - D 4 E D�'1 1' L 1'I IGI I FPr 1011 ..I A_O I" R Onlr.6'JOdC n011�f V I.] L IRJ 1 k e i Cr1RY 1, fr, a ilrU L In., r -' I ..1 �.d, . _a erecl(rp N.'..rt.entl caw _ I . a ai m u 0,1.'i JOb T'usa TruaTyre _ Oty Ply HURTADO RESIDENCE GRANDVIEW DRIVE GRANDH102A ROOF TRUSS - 2 1 14320136 NASSAU SUFFOLK LUM1IBER MEDFORD,NY 11763 llenall S.]0 s Dec 172002 r,", Ind.loies,Inc. Fri Jan 0 11:5136 203 Page 1 1E-0 4E£ l4i-0 3-2-6 sc o 3 > 6=1:163 7..r / 3u i ' 2 ° ]00 FT 111 s„a-5xa 11 . 1-0-0 1-6-04+ 3-104 136 1-04) 0.6-0 24-0 0.10.1 Plata Offsets X 1:oa-p,0.1-t. LOA5,6,t2. 6:a2-0.D-2< 4 LOADING(P=11 SPACING 2-0-0 CSI DEFL in (loc) Vtlell PLATES TOLL 30.0 Plates Increase 1.15 TO 0.18 �999 GRIP TOOL 2D.0 Lumber lneresse 1.15 BC 0.05 Ven(TL) -0.00 1 3399 MII20 15]/141 BOLL 0.0 Rep Stress Incr YES WB 0.05 Hoa(TLJ DDO ; n'a BCDL 10.0 Cad- BOCNANS195 let (TL) aVtled=240 - WeghD 23 lb LUMBER TOP CHORD 2 X 4 SYP No.% BRACING i BOT CHORD 2X 4 SYP No.2 TOPCHORD Shaathed or 486 oc purrins, eHLRpl and vMliealz. WEBS 2 X 4 SPF Stud! BOTCHORD Rigid ceiling directly applied or b-0.D oc braeu, WEDGE Lefi:2 X 4 SPF SIW i REACTIONS (IWsize) 4=fl9;Htetlanieal,6-0W/0-6E , Me-Haz 6=199tksd case 3) Max Upli t4=12](lmcl ease 31 6=210(losd ease 4) FORCES (lb)-FirsLLoad Case Only TOP CHORD 1-2=136,2-3=20..,—132 - _ - BOTCHORO tE=-110,5E=t7;,4-5=0 WEDS ZE=235,2-5=139,35-12 NOTES 1)W'ncLcantileverktr rSO 'AeNSl95,120mph;h=25d;TCDL=10.0ps1;BCDL=6.Opsf;p¢ nryealegory11;e°pnsure D;encksed;hIWFRSgateend zone, g ad;end vertical Is%and night ears ped;Lumher 66L=1.15 plate grip DOL=1.0. 2)Refer to girder(s)far buss to truss eonnsc,,sne 3)Provide mechanical connection(by others)of buss le bearing plate caPabla cf witl6tancing 127 Ib uprift at jdn14. 4)One RT16 USP cormeruors lecmnmended to conned truss to beanng walls due t uprrQ aljt(s)6. LOAD CASE(S)Sasndard j ��pF NEI�y Y ca Gq��9 09 ' 4a LU Cs �O �0.080091 �2 4 ROFES SI O Janja6 3,2003, I1 1FAltN NG V'crlfq dre-9-Para ennIr and READ NOTES ON TBUS AND RE VERSE STD&BEFORE USE. �© D—.Ig I Ir< JqF I' MTe[ nee.1- R.tJ pn a Go.ep pnFr yGLn Ca]rt^lel,ac xn.ane k Icr an Ina bat boee - — r 1]�] `9 "j rICCfV APp11,pG0 Ic�.gn PG OI'INEr'7r.O[li[t+ Pcc.WIO IGn JI ttm Wn2111 y'1�' ' M nil( GP YI "_p E o - r k-t bl `�I Cpc w al; o mart D�l.'1 rlr/,A�anprUl Ism ylarr Nae 1p le vca�]oeJn�a�ew t,�l,c .elf - - :r'x 1,+-.,1 I90ntk Irp G9C0 T .T F..n G. .�Ob1, r"r'' or z .;L : mm�.:,nils /fE - u =1:1111111TI: Tori Type Ory y HL1RTADO RESIDENCE-GP.ANDVIEW DR1b•E ROOF TRUSS . 4 1 i onlian J NASSAU SUFFOLK LUMBER,MEDFORD.NV 1176 5.000 s Dec 1720@ rvliTek Industrie.Inc Fn Jan 6312:11:3]20u3 Paga 1 341-5 631 9-2-3 120-14 3-4-5 2-10-12 2-11-2 3-2-10 3E I S2'a1e=12'.1 3v� 5.31 LI a. ani 9 \ 5 10 11 ] 12 13e 4411 1an0- nl26 <o— ThILRa La $canal 3S5 5-114f531 9-2-3 124-14 3d5 2315 0313 2-11-2 3-2-10 LOADING(pet) SPACING 26-0 CSI DEFL in (roc) Udell PLATES GRIP TOLL 30.0 Phles Increase 1.15 TC 0]7 Vert(LL) 0.17 1 >453 171120 197/143 TOOL 200 Lumbar In..., 1.15 EC 0.45 Vert(TL) 4).19 1 e415 BOLL 0.0 Rap Stress Incr NO WB 093 niana L) A.o1 E Na BCDL 10.0 - Cade BOCAAIJ5195 (Mal ) 1st LCLLMIngdel=240 Weight:e0 lb li LUMBER - - - BRACING TOPCHORD 2X 4 5Y No.2 TOP CHORD Sheathed or4-6-9 ce Wllini. except end verticals. SOT CHORD 2 X 6 SYP Not BOT CHORD Rigid calling dirt ly applietl or4-9-11 oc bmdng. WEBS 2 X4 SPF Stud -Eacept- }72 X4 SYS No.2 REACTIONS (Iblsi]a) E=7C&1lechaniml,Bzz2l/ -7-10 Max 11cm B=630(kaid rasa 3) Max Uplift&=TOB(load case 1),5=-2]21(1cad case 4) Max Gray 1i=127(lcad rase 4].8=U05(Icad rase 1) FORCES (Ib)-Fest Load Casa Only _ TOP CHORD 1-2=2116,2.9628,3r1--]61,4x51,Sfr-132 BOT CHORD 1-5=-1810,9-10=-1510,8-10=-1810,&11=-2335,7-11=233.]-12=33],12-13=-0],E-13=63] WEBS 2-9=125,2A=611,3A=2840,3-]7455,4-0=-1531,46=1120 NOTES 1)Wind,ASCE 7-98 per 50CA NS195;120mph;h=25ft;TCOL-10.0palECOL=E.0psi;omlpancycategory11;expo ure D;endosegMWFRS gable and aura;canYlever Teff and right expuied;end vertical left and right expusad;Lumbar COL=1.15 plate grip DOL=1.00. 2)Rarer to giNer(s)for buss to buss cornecligtu. 3)Provide mednanical wnnedio l(by ethers)of truss to bearing plate capable Of withstanSng]OB Ib uplift at joint E and 2721 W uplift at joint S. 4)Use USP TMU26(VYM t Od nails into Girder 8 NASD its into Truss)or egpivalenl_Paced at 2-6-6 ce max stoning 91785 from Ne raft and to 10-0-1210 connect huss(es)H105(1 ply 2 X 4 S W) la back fact of bottom chard. 5)FII all nail holes w11Ple hangar is in I ori wN1 lumber. 6)Special hanger(s)or aannaclian(s)reguirad to support concentrated Icad(s)1611b down and 49.51b up at 4-11-15,and 794.01b dov n and 474.91b up at 0-0-0,and341.5bups1,9-5-14onbottorrPhord. Designfwunspef conn.-v (s)isdL4egatedlo Uebuittlingdzigner. LOAD CASE(S)Standard �P.)JP�'ARC,i9 1)Regular.Lwnberinaeosa=1.15,Plate Increase-1.15 Uniform Loads(ply Vert t;r-100.0,1-6=-Ma 1x7 Corlcanlydhd Lea+r--(10) Verb 1=-094010=16.711=15].013=241.2 r' > _ Ll � — Z F � •. 1 Z p o- 09 R�EES S k _ - January 3,2003_ - yr„ 14.4fUVL lG-Vejy coign pcnn.a m and READ N01'ES ON THUS Aha RE VERSE.SIDS BEFORE - Ce.:ign .a EC ICI- . relh wvh M.Yk mrn-¢las. Inc Ce-.len a w:ad p,, ,.acs paw,emr.m=wr•„ora Ir f46 an bar.al,31 c,•t F an ani 10 m _ - ! 11.n P,,i Cn.]k>C,aeO.en kola. ppF Jccc rnq el rJ- ,r.par 3r•els.:arA papal Y.-prC a-cn.a wT.p.r•e:J 4Ima.,.31T$i cI Cu�VP.j a'Sgr.2• avig:,cl �.3=Ihg,-I.,E 1,IG is.of uC[Erl E I linea Vu]I F a.Ina pe•:Lrri LJJ11Cir IlTr.pL.O•r-b,r3,,,J>N:W e.'ct 41,p.nrg.o ri,au.: 1r.2 .a.0:n:C.n -1 In -:i:.i.i 0]3n ii , 11 3..a IIi:.'Y :i in. a.-.ii liu_iu.a v. Ir.a IJ:�r-Ir iinr '1 ir.: L,ii.31:1 jaA]n:r f:, g,r 5.ri i- 1_ a .yl trLle r and in.i m,Q.z WAnlbr, r- , P11 y,.i ,� - �J� ,t'r 3I. 1. .�vll ,3Y,. 3v' Job Iruss I russ ype Dry Ply HURTADU R ID E-GRANDVIEWDRIVE 14320440 GFANOVW H103A ROOF TRUSS 2 1 optional) NASSAU SUFFOLK LUMBER,NIEDFORO,NV 117 3,fvliTIrk Industnes, Inc. 5.0110 s Dec 17 2002 N1iTek Industries, Inc. Thu Jan 02 14:55:11 2003 Page 1 2J 7-2-13 1 12-24 1 2-3-6 4-11-7 4-11-7 3 5 II Sale=1:3 A 4 s6 12 3x6 i 3 _ 43x4,= 10 3.16 Special 4.30 12Spe[ia1 oPe[tal 7.8= - 2-3-6 7-2-13 11-10.12 12-_2 2-16 =11-0 Y]-li 0.3d LOADING (psf) SPACING 2-0-0 CSI DEFL in (Inc) Irdeff PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.70 Vart(LL) 0.11 5-5 >999 M1120 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.61 Vert(TU 0.09 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Harz(TO 0.01 7 n/a BCDL 10.0 Code SOCA/ANSI95 (Matrix) 1st LC LL Min I/dell = 240 Weight:67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-4-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. WEBS 2 X 4 SPF Stud 'Except' 4-5 2 X 4 SYP No.2 REACTIONS (Ib/size) 5=989/Mechanical, 7=1226/0-6-0 Max Horz 5=473(load case 4) Max Uplift5=-860(load case 4),7=-1233(load case 4) FORCES (11b)-First Load Case Only TOP CHORD 4-5=-158, 1-2=-154, 2-3=-1832,3-4=-305 BOT CHORD 1-7=136,7-8=-42, 8-9=19, 9-10=59,6-10=90,6-11=1573,5-11=1753 WEBS 2-7=-934,3-5=-1377, 3-6=149, 2-6=1558 NOTES 1) Wind:ASCE 7-98 per 80CA/ANSI95; 120mph;h=25ft;TCDL=1O-OPsf;BCDL=6.Opsf;occupancy category II;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed:end vertical left and right exposed;Lumber DOL=1-15 plate grip DOL=1.00. 2) Refer to glyder(s)for truss to truss connections. 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 860 Ib uplift at joint 5- 4)Two RTI 6 USP connectors recommended to connect truss to bearing walls due to;uplift at jt(s) 7. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. 6) Special hangerfsl or connection(s)required to support concentrated load(s) 106.Olb down and 136.91b up at 4-1-12, 118.71h dawn and 167-91h up at 6-0-3,68.31b down and 221.91b up at 6-8-2, and 183.6lb down and 269.816 up at 9-2-9, and 293.31h down and 302.816 up at 9-3-5 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(SI Standard 1) Regular:Lumber Incre3se=1.15,Plate Increase=1-15 unifDrmLoadVert-1-4=-100.0, is=-20.0,5-7=-2D.D t�o� NEW Concentrated Loads Ilhl P p.N Vert: B=-106.0 9=-118.7 10=-68.3 11=-476.9 (7� Is {9 a t r kk NO-OBOOg\ ROFESSiONP _ - - January 7 3 6 M4RNTh VertJy dedyn pa mnele:and READ ROTES ON T=A.W REVERSESB)E BEFORE USE. O E p rd IQ,u.e ay nJr ml [ If..aradn k[..,ed-nh..P:.M ra m=:n,and a IQ. an es.9aal euIDr.J cemPQ1.`f oP _ ... caJ/ =uFr W 1a4gn pvuneln,ana P.., Cxpc nal c.-mocr+r. a-•-qn• - a i 1'.Q.n a uo.101 al [wn 1 mar.y vl r.mo-a s nb+n prr'- 4dd �A n I I p ro.Y I[ r,Aooaq crS-a=cnJi,-[xn e I MV -' - _ 'r, -�' .ea 'd p lac,tiai br,9ra - c -n.tl eafbn c tl - .�.t 1 i p F 5" "d D:5-Se R,oclr9 sP lll=[ -i Cr -pn - - - -M ndling lmlalling ono erxing a omm ndclbn ov Ilebre from TiO Para nsllmle, E4,0nohb Dtive,Llodls-.n. Visa719 • I Gib Truss �ws Type Oty Ply HURTADO RESIDENCE-GRANDVIEW DP,IVE 4320.41 GRANCVW Ht94 ROOF TRUSS� 3 1 canal NASSAU SUFFOLK LUMBER M1IEDFORD.NY 1171!3 5 WO s Dx tT 2002 hITeA IrMusides.Inc. Fri Jan 03 12:00:Sa 200.3 Page t . --------------- 3-0-3 — 3-0-3 ]se II Szl�-t 1f s l 3.GJ 12 / l / LJ PROVIDE ANCHORAGE, DESIGNED BY OTHERS,AT BEARINGS TO RESIST MAX. - - UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. I �I III �_ 2-6-it zxa Ila-g_3 FF I 2-6-11 0�-d LOADING(psf) SPACING 2L CSI DEFL in (fa) Vtlefl T PLATES GRIP TOLL 30.0 Plates lncfcase 1.15 TC 0.19 Vert(LL)- 0.01 1< >999 h11R0 197/144 TCDL 20G Lumber Increase 1.15 6t. 0.12 Vert(TL) 001 1-4 >599 SCLL 0.0 _ Rep Swess In. YES WB 0.0a Hor_[fL) '�.00 nla BCDL 10.0 Cade BOCAlANS195 (NIa[ 1st LOLL Mm L'de0=240 WeighL 141E LUMBER - - BRACING TOP CHORD 2 X 4 SYP Nc.2 TOP CHORD Sheathed or30-3 ac purlins, eaapl end verticals. BOT CHORD 2X4 SYP NO.2 BOT CHORD Rigid caring direcllyappffad x6.0.0 re bra.ng. WEBS 2 X 4 SYP Het WEDGE Left.2 X a SPF Stud - REACTIONS (Ih'srzeJ 3=-0I0-143,4=365MIecl anical Max Her 3�- 03(lwd ase 1),4=227(lad ase 4) Max Upifr4=-253(Istl ase 4) Max Grav4=365(lood case 1) FORCES 0b)-FiQdl_ad Case Only TOP CHORD 1-2=306,2-3=160,2-0=-i'fd - BOTOHORD 14=-159 NOTES I 1)Wind:ASCE 7B per SOCAIANS195;120mph;h=25h;TCDL=10.Opsf;BCDL=6 Opp.tmatpaney category 11,arpasy.D;erxdasad;NIWFRS able end zone;anlilever left and right.xPosed;end vertical left end rght eapcaed;Lumber DOL=1.15 plate gnp DOL=1.W. . 2)Refer to girder(:)for 6trss to buss acnnecliam. 4 3)Provide fnechanical annection(by others)of Vats to bearing plate at joint(s)3 4)Provide machznfcal connection(by others)of Irtss to bearing plate capable at wilhsrnding 299 Ib uplift atjoint 4. 5)Non Standard bearing condition. Review required. LOAD CASE(S)Standard - pF NEIq,Y PN GA,9I ,D 2 _ `�O,o �0.080�9, �=t.7• - q�FESSIQ�P ,,, ..,, '..�,•__. ... , Janua 3 2003 .a h' ANIRY1V4 VAfy dGslyn pr. 4wtrau kAD b-OIfSy ON THIN AND Rzvexi SIDE hFFU1F LSF -s . go N.f IQ N 1 W r n Lfv r. c 4 1 i s :r hl 2N I, L trio v r rhcwclGr i r I U •.3t I f-C.Y f,- I _•r s - I 14. .•I ...I .L 4 I .. Id f -Handling lnsl_�Nlhg and4main, em wMotbnavallablefran Truss Rola lrrslYul . I 't - - ',. f �L•, fry •• I JW Trtrss Tnus Type pry Ply HUP,TADO RESIDENCE-GRANOVIEW DRIVE 3 04 GRAND�M1V H10.4A MONO TRUSS 2 t (a tion-II NASSAU SUFFOLK LUMBER,MEDFORD,try 11763 5.000 s Dec 172W2 hkTek Industries.Inc. Fn Jan 03 12:0 IM 2003 Page 1 2-515 2-515 3 Sale-ctx r 9Wr I 1 ipji II I� Iso o-tt-ts P6te Offsets(XYk r+:oo-10-0-IDI.rty-0-1 2.0.511 f4:0-z-00-1-31 LOADING Wo SPACING 24}0 CSI DEFL in Qac) Udeg PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC 0.22 Vert(LL) 0.00 4 x999 N11120 197;144 TCDL 200 Lumberl... 1.15 BC 0.05 Vart(TL) BCLL 0.0 Rep Suess lncr YES WB 0.00 Haz(TL) 0.00 3 rva BCDL 10.0 Cade SOCAIANSI95 (Iveodx) let LC LL hIin Vde0=240 Weight:1211 - LUMBER - BRACING - TOP CHORD 2.`(4 SYR No.Z TOP CHORD Sheathed err 2 515 oc purlins, ..apt and verticals. BOT CHORD 2 A 4 SYP No.2 BOT CHORD Rigid ceLng directly applied or 10-0-0 oc bracing. WEBS ZX4SPFSfud _ WEDGE Left 2%6 SYP No.2 REACTIONS Qbls¢ej 1=12E'0-fi-0.3=R6Mtechaniml Max Horz+= ad case 3) htax Uplift 1=.17(lo-01(loatl terse 4),3s-101Q®tl rase 4) FORCES Qb)-First Load Casa Only TOP CHORD 1-2=413.2-3-73 _ 4 EOTCHORD =31.33=50 NOTES 1)Wind:ASCE 7-95 per BOCA/ANSISS;12omph;h=25T,TCDL=10.0p,J.BCDL=6.Up f.occopancymtegoryll;exposure O;encImeQMWFRS gable end zone',mnhl er left and right avpeaad;end vertical left and right expased:Lumbar DOL=1.15 p6-le grip DOL=1.00. 2)Reler to ginler(s)For truss In Is cenneaVans. I 3)Provide medtsnical ccnneclion(by others)of Dass to bearing plate capable of withstanding 101 Ib uplift at joint 3. 4)One RT16 USF cornactom recommended to connect truss to bear,,wefs due b upidt at jt(s)t. LOAD CABBIE)Standard � OF NEW SAP �Jp�l GAR(/9 2 41.0-0600 - cP�O •VO 0600 �M% AROFESSIONP - _. -_-_ . . . . ...-. ..._.. ,.-.n;;. `+4 r&.F•?:.F svu„x..rxP. '- rte, ,. -.: �r tiZ6G V jy Brr parameters a.d READ NOTES OM1 T®SI AND RE 4ERSE SmE BE �D"' [{t I r u• Nnr.All C r1YC1 ir• Ih[deapn 6 OG•R[l Cntr LIJLr Param�IGF YGKR aM- 6IGr pn aq b I LU k] , TC I I W M� d ' Psi IE]]11.1 OJ^d NI r/ PCF°a.ac- r Wr0l.n-1a. eIGF]rd F+ ., ln.J.Fr.ICn O1 CLmFVn =-r.; yOr IGa0 IG ,11r2.=n 2r rJl�l'4 f It c Ip M I ua T ,1 rar.cvo .=a 1 =rw uq Aatlncrr.I�mpc•aA btacr.p Ic aJc r a c.. 4 ac t I _I1 __ - _ Ic . cl lr r.n + , ��t -tln• rr lr c" �.po - rq.. - t � etlr.' a., r � ., ] .: -; - .. `� Ho EII"�IM 1118, M6r 1rgRaeommwdalbnav Mable born truss Plate�.11al 583D'OnolbDrve,Maas.n, 4ry)14 .. � fi�rK Jab Tnus Tmss Type HURTgDO RESIDENCE-GRANOVIEW DRIVE 4 2043 GP,ANDV4V H105 ROOF TRUSS ' 4 1 �a tional NASSAU SUFFOLK LUM1IBEP.,hIEDFORD,NV l 1z63 5.000 a Oec 17 2003 hSTak Industries.Inc. Fri Jan 03 4:01:052063 Page t 4-6-14 4-014 2 i awl / 3n4/i �1 f 0 --- 3-014---- —� P6-[e ORsats(iCYl2 : 12:0-2 .0.2J_____ __ LOADING(peo SPACING 2-041 C51 DEFL in U.) Wall PLATES GRIP TCLL 309 Plates Increasa 1.15 TO G.56 Ved(LL) 0.01 1 >959 M1120 1971144 TOOL 20.0 Lumber Increase 1.15 BC 0.15 Vert(TL) 41.01 1 >999 BCLL 0.0 Rep Suass Iftr YES WB D.20 Holz(TL) O.W 3 nia BCDL 100 Cotle BOCAJANSI55 1sLLC LL klin Vdzll=24G Weyht:25 Is LUMBER BRACING - TOP CHORD 2)(4 SYP No.2 TOP CHORD Sheathed or 4-9-14 m pudirs, except end verticals. BOT CHORD 2%4 SYP No.' BOT CHORD %M ceding bireoty applied or 6-0.0 m bracing. WEBS 2114 SPF Stud WEDGE Left:2%4 SPF Stud REACTIONS (Ib/site) iI1 Alechwum1,4-3 O-641 Max Hort 4=305tload rase 3) M11ax UpOft1-190(luatl msa 3),3=149(Irad case 4) _ M113x Cmv 3=lEC(Ivad mse 2),4=354(Iped case 1) - FORCES (lb)-Frsf Load Case Only TOP CHORD 2S 144,1-272 BOT CHORD 14=-2 . - WEBS 24=425 NOTES 1)Wind:ASCE 7-95 per BOQA'ANSISS;120mph;h=25ft;TCDL=10.0psf.BO0L=6.0ps1;occupancy category R.exposure D;entloeed;HPNFRS gable end zone;canNeaer left and right ap2sed:and veniml left and rght ekpmegLu leer CAL=1.15 plate gdp DOL=1.W. 2)Refer[o glyder(s)or Imse b truss ewnecoions. 3)Provide meahanuml ccnnecticn(by otbers)of mss Io beamg peso capable of vAhslantling 19016 uplift at janl 3. 4)One RT16 USP connectors recommenced to connect Cuss to beanry walls due Io uplift at j1(s)4. LOAD CASE(5)Standard - ��pF NEfV �P JPN GARc, �9 �0-0B0091 A9OFESS[CNA�' WARlYIJYG=Yef{(y dedgrt flen re! •w J R_IA [/"GS ON T111 ASD 1JLr 5FSSG&;1 K BeFORF USE ` DesIgn 1 Idl Nf'use only whK N f h C., I I z,,n ba—,J 4 n .s. N A 1 mponenl I be I .4a-, -Intl d,,srd Y ded vedkaM .Icu 4 I' ti uc Z I h=1 l r n I hu tl 4 e1. shown le Vai F I i'1 :1 r 7 m I. I Iv 11 r t anrime cllon t lin =sync oAry of th_ ? _. �marol.Ouldance r J- r'F_-ti, ya w 'c' 0l cgl, i.cira p ., 6. OuoIFy 3lar_a C-ee¢'.c_ _ H.ndll9 lmt.111n,cund_ll Rat,.r,ndCtc a.allatik them Tuss Hof.hslg t 523 D'OnPhlo D,Nop Modban,YJ 5e71r - - °v0i•y Job Truss Truss Type at, Ply HURTADO RESIDENCE-GRANDVIEW DRIVE 3204 4 GRANObYJ H103A ROOF TkU55 - - 2 t o pomp ' NASSAU3UFFOLK LUMBER,hIEDFORp,NV 11763 5 000S Dec 1]2W2 hIhTek lrAustnes.lnc. Fri Jan 031201:052W3 Pagel 4-0-10 _7 - 1-ED I sat:= 17.1 a apr - E i � 7.. 1z of h 741-0 1180T= 4-0-10 ,-0-0 0441 2-5-10 Plate OffeEls(xn: [50-20.0-241 1 LOADING(psi) SPADING 24}-0 I CSI DEFL in (l=2� 16,�l ES GRIP TOLL 30.0 Plates lrtveasa 115 TO 0.13 Ved(LL) 0.00 1W/14A TCDL 20.0 LurnberinRease 1.15 BO 00.5 Vert(TL) -00W BOLL 0.0 Rep Stress Incr VESS WB 0.08 H.1(TL) 41.00 BCDL 10.0 Code =ANSI95 1st LCLLMin Vde11= t 211b LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed pr441-10 oc purlins. Except end verticals. BOT CHCRO 2 X 4 SYP No.2 BOT CHORD P.igid ceiling directly applied or i 0410 bracing. WEBS 2X4SPFStud WEDGE Left 2 X 4 SPF Stud REACTIONS (Msize) 4=6a/Mechanical.5-2;W/0 Max Holz 5=220(Ioad case 3) - Max Uplift 6---1]5(Ioad case 3),5--I load case 4) Max Gav 4=1600oad case 2).5=360(Ioad case 1) FORGES (Ib)-Fust Lm-d Case ONy TOP CHORD 3-4=-128.1-2=124.2-3-0 BOT CHORD 15-91,4-5=143 WEBS 2-5=-272.24=121 NOTES 1)Wind:ASCE 7-9itper BOCA ANS195:120mph;h=25r;TCDL=100psf;5WL=6.CpsF,occuparcy categpry 11,exposure D;Na tldmed;MWFRS gable end zone;cantilever left and light exposed;end vertical left and right exposed;Lumber COL=1.15 plate grip DOL=1 00. 2)Peter to g'vder(s)for Nus to truss I=ne,lion. 3)Praode mechanical=nneaion(by others)of truss b bcarmg plate capaGe of withstanding 1]51h uplift at joint 4. 4)One RTI6 USP ooruz toll recommended to oenn c Muss to bcaring walls due to uplift at jl(s)5. LOAD CASE(S)Standtrd - - of: NEWY CP JPN Ggq` �9 Z t LU ��oARNO-0 8 0091 P 0�� °FEss(Janu 03 oN e� R VL1 1G W,Uy d,.fgiL pan m,t, -,,Z READ hfrl'fs ON TFIN AUNIJ Im"'ruSE 5111E 13YMORE F'U' • - ax.k.�,r -rte �j ,,, ' 5, c / Ih M.714 r Atilo II 5 b 4}r F l a l l a SUtldNL F T ` F - . • } A.; P. 71_VIk11n, II p .CI -1 r--I l l r _ r. l . r tl:.l_ ..I p, J L.: n.oll dull a h_:I -L� I', . u4•n n,Fld`•-.I',l xlw.,-.-n...e•n�l.-: :. _. . 1 " . ._ - ,.1.: .�. ' n . .- �>t . pe;'�y,y:ve iau - !I ' 0" russ Truss ype ty Ply HU D EN - RANDVUVVIE /SDRTVE I 14320445 0"R NDVW H1OSB ROOF TRUSS 1 1 (optional) NASSAU SUFFOLIBER, MED ORD,NY 11763,Mei elk Industries,Inc. .000 s Dec 17 2002 Mi ek IntlusIIies,Inhu Jan 02 1 :55 15 2003 Page 7 3a14 2II 3,6-14 2 Sele=1'.191 1 9.np 12 / 4.5= 1 I d i 3 2x4 3b14 3x4 LOADING (psf) SPACING 2-0-0 CSI DEFL in Ilocl Vclefl PLATES GRIP TCLL 30.0 Plates Increase - 1.15 TC 0.32 Vert(LLI .13 - n/a M1120 197/144 TCDL 20.0 Lumber Increase 7-15 BC 0.08 Vert(TL) _i O.Oi 3-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.100 HOfzJTLI :0 00 3 n/a ! BCDL 70.0 Code BOCA/ANSI95 1st LC Ll,Min 1/deft = 240 Weight:21 Ib LUMBER BRACING 1 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud I REACTIONS fib/size) 3=197/Mechanicai, 4=197/0-6-0 Max Harz 4=301(load case 3) Max Uplift3=-194(load case 3),4=-61(load case 21 FORCES (lbI-First Load Case Only - TOP CHORD 2-3=-164, 1-2=0, 1-4=464 BOT CHORD 3-4=0 WEBS 1-3=-0 NOTES 1)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25fr;TCDL=10-Opsf;BCDL=6-Opsf;occupancy category 11;exposure 0; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. - - 2I Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of;truss to bearing plate capable of withstanding 194 lb uplift at joint 3. 4) One RT7 6 USP connectors recommended to connect truss to bearing walls due to uplift at Itfs) 4. LOAD CASES) Standard OF NEGy k ��P S�PN GARB O9 * t r Ir W R�FESSIf3�P t - - Jnnuar;3.2003 p 14',1R�T'O Yer1f•desiyle nanrmelen enC llP.AU tiOTY.S OY ih'i.S A1D RE W_RRC Sn)S A.CFORC LSC. ��l2 . L - '=d IL Ir: C-r:'1'x:c r,51 uuy 1A[.n= n..... :own. W�s',.r al:=•c•1,:1!•c ren:: ..-p Y.•11.• ' I'-4 .:JIJ =h•J l:"11CrlTl' AC.kn :,611�J:1? 'I..1C...10,n10.1rr ry:ln'r.I tl:M1tii..]:Ir L1=I.�:L'� •:err:"`•• '1 _ i '.wn.•,1 k11•.=1 rl'xir1 r. .=1 i _ r.1 1••:1:. .i L'r=(.r „ n•r.vs1'.. - rl_La:rl l• • r II,:.J.•c'l. s .le a-J:lue.e6 YYce-n Y FI:.n =., l,n 1.... Job Truss Truss Type Gly Ply HURT,AM RESIDENCE-GRANOVIEb'J DRIVE GRAND'4' H106 ROOF TRUSS - 3 1 1432044E NASSAU SUFFOLK Wh16ER.10EDIURD.NY 11763 Iwnal 5.Da0 s 6mc 172002 hliTek lntlu;lnes.Inc. Fn Jan 03 12:0113 21� Page t 1-3-0 b1-9 130 410.9 " 0va II stile=LZS.] 3 9.Po 12 2 3v1 i i 2x1 II �— I 1L-0 1(3A 619 - ' 410.9 LOADING 70W.loz, PACING 2Mr 051 ven( n (Ix) 1999 PLATES GRIP TOLL W. Flafes Increase 1.15 TC 0.56 Vert(LL) 0.01 1 >995 RIII20 1W/14; TCDL Increase 1.15 BC 0.20 Ved(TL) -0.01 45 >559 BCLL ep Stress lncr YES WB 0.12 HOR((L) -D.W 4 we BCDL ede BOCA/AN5195 1sLLCU-MIn Wen=240 Weight 3316 LUMBER BRACING TOP CHORD 2 X 4 SYP No TOP CHORD Sheathed or&1-5 rr purlins, except eM venicaL. BOT CHORD 2%4 SYP NO2 WEBS 2X;SPF Swtl BOTCHORD Rlgid ceiling dir2dY applied 0r 6A wla-mang- WEDGE Loft:2%;SPF Sfutl RFACTIONS Wb/ ) 4=2E4/hleohanical,5=151/0£-0 I.Iaa Hoz 5=4050cadcaEo 3) Max Upit 4=-242(lmd rase 3).5=11i(I®d case 4) FORCES (Ib)-First Load Case Oni, TOP(>ORO 11=110.23=0.36--n7 - BOTCHORD 1-5=411,4-5—a1 WEBS 25394,24=93 NOTES i)Wind:ASCE7-55 per BCCA/AN3155;120mph;h- 5ft;TCDL=fO.Opsf,ECDL=S Opst moupanc,categoryll;expasum D.endosadMWFRS gable end zone;cantilever left and egn exposed p erM vertical left and right exposed;Lumber 66L=1.15 plate gnp DOL=100. 2)Refer to girder(s)for buss In truss connections. 3)Pmvide mo&,anieal cbnneeti0n(by others)of buss to beanng plate eapabla of withadsrding 242 In uplift at joint;. 4)One RTI6 USP cmnec mcommanded 10 conned buss b banning w fls due to uplift at jKs)5. LOAD CASE(S)SRndard OF NEIV r _ EL - 111 Z Z ' N f�A yo. :. ._.. :..,. _- - . - - .,... -_. - Janua 3.2OQ3 .a'.gidTSG lenI AeoT ti . ./ s P1•.nen v-n RE4!!M1J-4 Oh 9hL RLr r EDF lav OFF _ ..r. w• r .. :4 l. . G 9 '] •.+] 4 r �! a CIM, �4 'wl.�W .1•-,r] po�.am t a+vntl proper trlc�orpotolloMailcomlanenf k'1sGon IDlifyrol bu9d1w d.1gner-[tot f uss p E.c 1 lo-1-1 upd.+ cl rdtb a. nry,ACGtlarw17empoiafYdgclr1O lb Irisurapoblllty dullnq con9 udlo klh v '•'' - .�tT. [ t neov t U tuceuls tr th I parslSVlly 1,1h Dullding tl 4 r. F.,general guldanre °. -••r .`•:f �- -r cad t 9:consul ST SR G_.ilpY L53` D 6•conv Slw., I_olloq an"PIE ',��:Handl_rgsl=aXing and& Inc,R..nn ntivibn avvllabti=from Russ Role tr4115 ale, e3DOnoflo 0n, 1 d5 m+;^' •19 Job imss Truss Type Qty Ply HURT.ADO RESIDENCE-GRANDVIE'N DRIVE 1-1320441 GR:.PNVYV H106A ROQFTRUSS - 2 1 crel NASSAU SUFFOLK LUMBER MEDFORD.NY 11763 5.000 s Dec 172002 M,Trk Induslnes,Ine. Fd Jan W 12:01 36 2003 Face 1 F- 1-60 575 . -0 4-15 2.311 - scale=1:2T 31 5w 12 3e d 2 3N= t/ OF 3rd- �1-64)1 5-7-5 r1-0.0 0-6-0 44-5 Phe Offsets MY) 15 0.2-0 0.2-41 LOAIING(psf) SPACING 24 CSI DEFL in (oc) Vdefl PLATES GRIP TOLL 30.0 Plates . 1.15 TC 033 Vert(LI-) 0.00 1 >995 M1120 151-1144 TOOL 20.0 Lumbar Increase 1.15 BC o m VanC L) -0.02 4 >955 BOLL 0.0 Rep Strss Inv YES WE 0.10 Hor_(TL) -C W 4 Na BCOL 10.0 Code BOCAIANSI5S 1s LLC LL Min Vc.11=240 Weight-2516 LUMBER BRACING TOP CHORD 2%4 SYP No.2 TOP CHORD SheaNetl or 5-7-5 a purlins. except end vErn.l, BOT CHORD 2%4 SYP No.2 EOTCHORD Rigid ceiling diredly applied or&0-0 oc brdng. WEBS 2%4 SPF Stud _ INEDGE Left.2%4 SPF Stud REACTIONS (Wsize) J=204.T.1eehaniwL5=45210Et1 Mf x Herz 5=269(lwtl mese 4) Max Uph!14=21Ilmd case 4)_5=-1fi6(!wd case 4) j FORCES pb)-F1rt Loatl Case Only TOP CHORD BOTCHORD 15=91,4-5=15J WEBS 2-5=-324,24=131 NOTES 1)Wind_ASCE7-%per BOCAANS195;120mph;h=25R;TCDL=100psf;BBDL=6.Opsf;wmpancymUgory11;exposure D;en med;NNVFRSgableend zone;W gine err left ands to Mum m end vertical left and right exposetl;Lumber OOL=1.15 plate gdp DOL=1 00. 2)Refer W 9irder(s)far buss di buss mnnzctioru. 3)Oneida mechanical mnnediee(by inners)of buss a brunet plata capably or a to upntling 21l Ib uplR.1,joint 4. 4)One RT16 USP mnnecrors rxOmmentled ro canneU Huss to brunet xa115 due to uplift aljgs)S. LOAD CASE(S)Standard OF l V E�V . �J p,NGgy�,/909 i Z NCO �D.O600g{ ��C* g�FE5SI�NP H ULh 1A G Le:iify d,a iLm yam slera uuui WAP \OTE!OX 7M7 AND RE$7PS..9111)F.EEFORE.DSE yr v!:'w'h r. [ d. I Ir d /J 1,j,• „ Y : \ L J I ' r Isl:- h1': r I •1 1:' 3 -n;-1 r -1 vi _a.InyI1Ltllr0 I M .�_• I I f J: " I_ uo tl5�:r�{Wr v'-•'��:L.. .� n,. •�. �,: .'r ., �. .. MpdGl •r _ 1 Lh,r• j: Jab russ Trusrzy Ply TAD ESID N E- RA 14V DRIVE 1432044° GR.ANDVN/ H'D6H ROOF TRUSS 7 1 (optional) NASSAU SUFF—O KER,PAEDFORD,NY 77703,MiTek ndustries, Inc. 5-000 s Dee l7 2002 NIITek Industries, Irc. Thu Jan 02 74:55:13 2003 Pagz 1 St-9 5-1-9 2.4 )) Scale=Tal 5 2 efAr / 4a5= / 1 2a4 II 3x5 � 51-9 � 51-9 LOADING (psf) SPACING 2-0-0 CDEFL in (fee) I/daft PLATES GRIP TCLL 30.0 Plates Increase 1.75 TCS 0.62 Vert(LL) n/a - n!a 1111120 197,'144 TCDL 20.0 'um Increase 1.15BC 0.13 Vert(TL) -0.03 3-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.00 3 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min Udell = 240 Weight:29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud t I REACTIONS (It ize) 3=290/Mechanical, 4=290/0-6-0 Max Horz 4=402(load case 3) Max Uplift3=-241(load case 31.4=-52(Ioad case 21 FORCES (Ib)-First Load Case Only TOP CHORD 2-3=-242, 1-2=0, 1-4=-242 BOT CHORD 3-4=-0 WEBS 7-3=0 NOTES 1)Wind:ASCE 7-93 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf; BCDL=6.Opsf;occupancy category II;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1-15 _ plate grip DOL-1.00. 2) Refer to girder(s) for truss to truss connections. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 Ib uplift at joint 3. 4) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)4. LOAD CASE(S) Standard OF NEw �Q JpN GA&C 09 G�) q ' N�OA �O.Oe0p91 ��C� ROFESSION� Januag 3 003 AWlumnrD V',tF,dertyn par¢rrrctrrswrd REAVjVit SS ON TIr3TS AND REVERSE=Z/3 REUSE D Iah vend for-use V wllh Mittel:canneotors 7hb desani b-based only upon paromele¢shown,and k form lndlAdual bul1d1nq o mPonenl to be installed and loaded vertically. ApplicabNlly f den Parameters and proper IncoF,orallon of eomyc.an6b respon IbIIMy of bulldl q de,19net not ftue deslgrer Frdalnv how.tr to,lol I uppo!of Indlvldual web members only.Addlllanal lemporory broclM to nsure dabltXy d Inq egnArucRon b the II .mi,o acroi. Ad II n Pe n b ] of Th C r STu IUF& b f eslelllty of the buRding of <fgnvr. For g-reral g idar-e J C ..., r Y c�'d DcS eC e o SSP rU.. 9 xr y e-0 �L H tl1 91 „_Ilo-9 d&mcingA mehdCbn'avdllabb 11.n,Truss Ffate.,i D;Onohk Dn+e,Maaecn;bl5ellG - kirrj p'1`EO Job Truss russ TypeI Oty I Ply HUH I ADO HESID N E- RA DVIE RIVE 1 I2 14320449 GRANDVV/ H107 (ROOF TRUSS 1 I I (optional) NASSAU U�UMBER,MEDFORD,NY 11763, MITek Industnes, Inc. 5.000 s Dac 17 2002 MiTek Industries, Inc. Thu Jan 02 1455:20 20Paget 3-11L 1 7-3-5 1 12d-12 17-94 22-9-11 25-11-0 29-6-0 311-0 3-9-5 5-0.: 5-0.7 50-7 31-5 },�-0 „rola=1:`+5.0 6x6 2.4— 3x4= 2x4 11 6.6 O 3 4 5 9.W FIT 5612 2x4� l �. 20 19 16 21 17 22 16 23 2415 2514 13 25 27 12 11 10 3x4= 2x4 II 3.4= Spedal trm10=3.4= 4x6= 3x8=Special Spacial 3x4= 2x4 11 4x4= 2x4 Spedal Special Special spxial spedal Specel Special - - Special 1-0� 3-11-0, 7-6-5 1t-0-0 12-312 . 17-9-4 ja-5 22-9-11 1 2511-0 24F.-0 1-0-0 2-11-0 35S 3-3-11 11-12 6-0.7 0-10.12 4-1-11 3-1-5 37-0 Plata O sets(X,Y): [3.0 [7:0-2-8,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.25 Vert(LL) 0.08 14-16 >999 M1120 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.80 Vert(TL) 0.06 14-16 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.01 10 n/a BCDL 10.0 Code SOCAIANS195 (Matrix) 1 1st LC LL Min lidefl = 240 Weight:439 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SPF Stud `Except` 6-0-0 oc bracing: 16-17. 9-102X 4SYP No.2,5-142 X 4 SYP No.2. 7-142 X 4 SYP No.2 3-17 2 X 4 SYP No.2, 2-20 2 X 4 SYP No.2 REACTIONS (lb/size) 10=114310-6-0, 17=2977/0-6-0,20=1045/0-6-0, 13=2434/0-6-0 Max Hort 20=522(load case 3) Max Uplift10=-1287(lond case 5), 17=-3879(load case 3),20=-1012(load case 4), 13=-3166flosd case 2) Max Grav 10=I150(load case 7), 17=2977(load case t),20=10580oad case 6), 13=2436(load case 7) FORCES (1b)-First Load Case Only TOP CHORD 9-10=-175, 1-2=-259,2-3=-846,3-4=87,4-5=-140,5-6=-173, 6-7=-174,7-8=-1116,8-9--39 - BOT CHORD 1-20=104, 19-20=702, 18-19=702, 18-21=614, 17-21=614, 17-22=-87, 16-22=-67, 16-23=140, 23-24=140, 15-24=140, 15-25=140, 14-25=140, 13-14=850. 13-2c'=850,26-27=650, 12-27=850, - 11-12=906, 10-11=908 WEBS 3-18=1323, 2-18=-153,2-19=-3,4-16=938,5-16=-190, 5-14=51,6-14=-272, 7-14=-1045, 7-12=1130,3-17=-13'02,4-17=-1022, 8-12=-124, 8-11=71,8-10=-1260,2-20=-876 NOTES 1) 2-ply truss to be connected together with 10d Common[.148'x3••1 Nails as follows: Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6-2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;13CDL-6.0p5f; occupancy category 11; exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. pF NEbV 4) Provide adequate drainage tc prevent water ponding. �( Y 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35791b uplift at joint 17 and 3166 �P� Jp,N GARO''/ 0 Ib uplift at joint 13. 6) Four RT?USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 10 and 20. s� 9 ! 7)Girder carries hip end with 7-8-5 end setback # Y! n } 8) Special hangers) or connection(s)required to support concentrated load(s) 926.91b down and 1814.0Ib up at 22-9-11, r ! 952.81b down and 1919.41b up at 7-8-5,379.1lb up at 9-10-0,379.1 lb up at 11-10-0,379.1lb up at 13-10-0,379.11b up at 15-6-10,379.11o up at 77-3-4, and 379-11b up at 19-3-4,and 379.116 up at 21-3-4 on bottom chord. Design for r` - unspecified connaction(s) is delegated to the building designer. L`(, ✓ Z Z LOAD CASE(S) Standard - 1) Regular:Lumber Increase=1.15, Plate Increase=1.15 �� 0.080091 rL� Uniform Loads (plf) V Vert: 1-3=-100.0,3-7=-50.0, 7-8=-1000, 8-9=-100.0, 1-18=-20.0, 12-1E=-225.8, 10-12=-20-0 9OFE5SIO Concentrated Loads(Ib) - Van 18=-952.812=-828-9 -. _ - Janua 3,2003 --,El,v �y s1 �,. yrltrumr r,aneanxorssoierrmseCf?•Rerr�n�esanstxs-;:use ,, m >;'. I r This tl sign k4. Ic r,Y- r] IP { Ilo be M I arJq Pa ame c . I r r of buss f I f IG= Ju. ��d� r_I . r cin b ez. ego.,ng rah ur q•nl Ir c_-'of ramp= a-' - IM1r,one Cm..nv.o ., a I E D3:-27 Yecl_a v - rnC N'S JI �( ___HSntllGy lrelollln9 arta Eraclrg Racommendvfbnavallgbla hcm truss dole lnsrF..ule.SmDOnclbGlrrR1-~1s�r,Wloillr. ��'O ®t"-GaJ I Job True Truss Typa Oty Ply HURTADO RESIDENCE-GRANDVIEW DRIVE GRANDV':y HIM ROOF TRUSS 1 1 143204=0 optional) f4ASS411 SUFFOLK LUhIBER.M1IEDFORD,NY 11763 5.0DO s Dec 172002 leak IndusInes.Inc. Fn Jan 03 12.02'%9 2003 Page 1 1-}0 53-0 9-}0 15-3-0 21-3-0 24d 29-6-0 1-3-0 4-0-0 4-0-0 6-0-0 6-0.0 }i-5 S-1-10 `Ie 1it3 as 4 us 4 B \ 8 1 3 i ' 16 � ti IS 13 12 11 13 y 4 l Tl 3E= _.3 aK3= 3.4= ir3= 1-0-0 5-0-0 s-30 1}3-0 21-3-0 24341 29-6-0 14)-0 4-0-0 4-0-0 0.3-0 Plare Offseti ;.Yk 4:0.2-30.1-12 6:0.2-30-1-12 LOADING(pet) SPACING 2-0-o C51 DEFL in (lac) Vd.A PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.96 Ved(LL) 0.06 13 >96g 1.11120 197!144 TCDL 20.0 Lumbar Increase 1.15 BC 033 Vert(TL) -0.1311-13 >999 BCL- 00 Rep Stress[nor YES W E 0 65 HC2(I-) 0.05 9 wa BCDL 10.0 Code BOCArANS195 15'.LCLLh1lr Vde11=240 Weight 1931E LUMBER BRACING TOP CHORD 2%4SYP No 2 TOPCHORD Shaatbed, e...Pt and variicals. BOT CHORD 2%4 SYP NO2 BOT CHORD Rigid ceiling directly applied or 6-013 ac bra ding. WEBS 2%4 SPF Stud 'Excp tC WEBS IRow at midpt 7-5 4-14 2%4 SYF No 2,4-13 2%4 SYP No.2.}13 2%4 SYP No.2 6-13 2%4 SYP Not.6-11 2%4 SYP Nat.7-9 2%4 SYP Not WEDGE Lela 2%3 SPF Stud REACTIONS (In/soe) 5=1663/0.a'-0,1E=1640/0.6-0 Max Harz le=Ei9(load Ease 3) - - Max Uplift 9=7E7(load Ease 3).16= 12(Iaad Ease 41 FORCES (Ib)-Fust Lead Case Only TOP CHORD 1-2=11q 23=1]14,33=n6]6,4�-I c10,5 -1650 G7=1EE5,7-6=41,&g=-2:A BOTCHORD 1-10=21,1516=21,14-15=13]1,1}14=1336,12-15=1352,11-12=1%2,ID-11=1424,0.10=14%] WEBS 23e=-1]9],2-15=1512,}15=:ri0,}14=-53,4-14=13e,4-114]3,6-13=590,a-13=449,fi-11=206,7-11=137,7-10=63,7-5=-1953 NOTES 1)Unbalanced roof five foods have been considered for this design. 2)Wind:ASCE 7-96 per BOCA/.ANSISS;120mph,h=25ft;TCDL=10 Oper.SCDL=S,Opsf;occupancy EalegarY ll;exposure G onciosed;MNlFRS gable end am,Eantlever Taff and right exprx;ed;end v.rrieal left and right espeaed.Winter o =1.15 Plate gnp DOL=100 3)Provide ad ertuati,drainage la prevent wa ler ponding. p 4)Two RTI 6 USP connectar recommended to ramlect Inns to beanrg walls due to uplift at jt(s)9 C 5)One RTI 6 LISP commactor5 recommended to connect buss to be311ng walls due to Ilprdt 3tll(5)1E. OF NCry LOAD casB(s)sandard "IRO,f 0,9 _ r ] It y;li�v 2 G^ .4oc�sG(oNP�, I January 3,2003 Mill WARNING-Verify6 anlgn pe,larmtera are a Rv!n NO1=S ON THIS AlID REVERSEBEFORE use. - - Design yala for use rarity with M119ek connectors.Tnk Osla Is bossy only upon paramelea-shown,and Is for an IndNidua1 bu9Clna compznenl to be- lmloAecl d loaded vedlcolly. AppBc blMy of designparameleaifim l d proper corpolbp n of component k responslbNlyal banew bantling ddann hus. - dxb r Bain,shown k for lateral pp rt of IncIvld el w b mliamlbers-'only.AtltlXbnal temporary bracing to Insure VabB11y outing conduction b the , Bao .a y or The eiezt7c,.AddnLnal .xIR o craning sl,cl,e k.RuIezaCn- ICI 'y f the buldma d=<1gr-r Fcr OerPnl 4ai]..-ret IeZ0 d ;t toor.calor,au llY n:'. -y .. an1, -n.e e: a- O_cI ,. '056 34 E ceir,sF—'e.:r. .-d t ^=z€ n __HandM91ne1allLgend Broclw Roccmmandallonavalnble,from TruP6at Instluta,Sri D°noTbDl Matllsan,WI53719. vvi �x�� Job Truss Tr sType Ory Ply HURTADO RESIDENCE-GRANDVIEW DRIVE 14320331 GRANOVW H1D5 ROOF TRUSS O NASSAU17NASSAU SOFFOLH 0.I LUMBER, EDFORD,NV 11783 `.000 s Dec.1]2002 hliTek lndusOiEs.Inc Fd Jan 0312'02:122003 Pagel I 1-3-0 6-0.5 ,r 10-9-10 F 153-T 19-&fi r 22-411 t 29-6-0 T3-0 19-5 4-95 4-5-6 456 3-1-5 6-8-5 1 E -.12= W11 ip011e '- G � \\• -+} IE a 1: 13 - 12 11 to 5 a,m II s.E= saes= ,.+— 2xs— z.a 1i 1.- }g 1-0. , , E{IS 10.5-1D 195-6 T 22-9-11 � 29£L 1 4N 19£ 4-9-5 a-10-11 }1-5 6-5-5 o-3-0 LOADING(Pat) SPACING 2-0-0 CSI DEFL n Coo) VdeO PLATES GRIP TCLL 30.0 plates Incrase 1.15 TC 0.96 Veft(LL) 0.07 13 1999 !.11120 1971144 TCDL 20.0 Lumbar Increase 115 EC 058 Veh(R) -0.241143 >99S 6CLL 0.0 Rap Stress Inrr VES WE 0.90 H...(TL) 0.05 9 Ne 6CDL 100 Code BOC?LANSI95 laLLCUL—Min Vdell 230 Waydt 20:lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-3£ocpudlna. exceptend varli�al- EDTCHORD 2X4SYPNo.2 EOTCHORD Rigid ceiling dlreFly applied or 510.11 a bracing. WEBS 2 X 4 SYP No.2 -Exdepl- WEBS 1 Raw a1 midpl 513,511,7-9 2-15 2 X 4 SPF Svc.2-14 2 X 4 SPF Stud,3-14 2 X4 SPF SWd 7-10 2 X 4 SPF Smd WEDGE 1 Lek:2 X4 SPF Stud REACTIONS Risva) 9=165310--0,Y5=1cM1i0£-D - Me.Hora 15=]66(load rase 3) Max Uphft9=-]94(Ioad vse 3).15=-6{0(load onse 4) FORCES (Th)-Flat Load Case Only III TOP CHORD BOTCHORD 1-16=41,13-15=dt,1}IS=1393,12-13=1359,11-12=1359,10.11=WDJ,5-10.=1401 WEBS 2-05=-19]9,2-11=151],3-14=-26t,}I3=-1]9,4-1?=4dfi,513=-255,&11=ZJ3,6-11=171,]-11=-2]],]-10=9fi,]-c-191D NOTES 1)Wind: SC roof live loadshave been c20mph;ed for chis CCL=I. 2)Wind:ASCF R9d per d rightA pot.d 120mph;h=PSd;TC right xi,rs 6CDL=dr DO =1.15 nq•egn,DOIl;expcslue D;entlosed;hlWFRS gable entl zone;cantilaver left and right exposed;End verliml left and right esposed;Lumber DOL=1.15 plate gdp DOL=1.00. ' 3]Pmvide adequate drinage to prevent vrtar ponding. 4)One RTI a USP cunnectona recommended to connect vuss Io hearing valls due to upN aLy(s)9 and 15- r',r, LOAD CASE(S)Standard �!. OC 1 NE✓V GARCi9 OQ/T i _LU LU NCO �D-0800°, C� p9GFE5SFONP Jantdarv3..2003 Rk Y5 Yf S p4 Irjn par .A amdBEAO NO ES,,ON17T9 AND;EEYEBSE EMJf BEFO{iE.,E/9E s I MRck n edors.Thb de3lgn E bA etl ony upon parameters stI Wn ani k lal pryelpQivk/ual bulkikg comport nt b be 1 _ r APPllcobl4ly oY tleslgn paratjteten and r oper In dt>or.F I el ou,uy.on nl)5lespo[I lbY9yof b Iftllnq d y ruo n I buss, -.y •- P - lot I support e);IndNldual wela� mbe !Y pdtlAlonal fempor g bladnq o 1(ISple stablllly du Ing conslmclbn k the W th. Aedllbr I pe mGnerl Gmcrg u.'in aspo le4e1 sl.urlu-e h Ine Ir.lbll.ly of the bulld.nq deslgne• F-I q=neral q N n e - 'eqo d'+�wcn„cf 9.?1r'', wo1 o vqe,o�u -;Yo a Ol l] rg .-:�r QST-aE&uc`"r s13 r.-d am_.:Irg 6F.r'rrk r.c r ':`F' j - IXondlIng lru1a111mq am,I Sroclnp Reeommendolbn Moble from Truss Hal&u s: ule,56;D'Onollb Dll.e,lAootor YI "JI9 � I�E F€��' o rtoss rus5 Type City Ply HURTAD RE EN - RAN D W5 Vv R)V 14320452 GRANOV4V H110 ROOF TRUSS 1 1 (optional] NASSAU SUFFOLK L MBER, MEDF RD, NV 1176J,Ml Tek Industries, Inc. 5.000 s Dec 17002002 MITekInc. Thu Jan 02 4:55:24 2003 Page 1 17-1-1-11 2B - 5-3-0 G1-5 Ss6 3-1-.`, 9-1-5 4-141 6.6% 5tala '655 4.4 4 4x5 11 3x4= 2x4 II - 5 IIIb 9.W 12. . , 6 7 3.5 2 \� \ / j j / 14 1s 12 11 le 9 fi I 2x4 1 3.10= 3x4= 3r4= 3x4= 3x4= 3Y5= 5-10 1145 1 17-1-11 20-3-0 26-6ti 53-0 6-1-5 5-9-6 11-5 a-3-0 Plate Uf set�3:0-2-B4O-1-121 LOADING (pat) SPACING 2-0-0 CS) DEFL in (Jac) lidefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.91 - VertILL1 0.06 12 >999 N11120 197/144 TCDL 20.0 Lumber Increase 1,15 BC 0.53 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0-72 HorzfTL) -0.04 8 n/a BCDL 10.0 Code BOCAIANS195 Iat LC LL Min Well = 240 Weight: 212 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not 'Except' TOP CHORD Sheathed or 3-1-0 oc purlins, except end verticals. 1-3 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-11 oc bracing. BOT CHORD 2 X 4 SYP Not WEBS I Raw at mldpt 7-8, 3-10, 6-8 WEBS 2 X 4 SYP No.2 `Except" 2-13 2 X 4 SPF Stud, 1-14 2 X 4 SPF Stud, 1-13 2 X 4 SPF Stud REACTIONS (Ibisize) 8=1693/0-6-0, 14=169310-6-0 Max Horz 14=880(load case 3) I Max UpliftB=-824(load case 3), 14=-534(load case 4) FORCES IN -First Load Case Only TOP CHORD 7-6=-199, 1-2=-1801, 2-3=-7500,3-4=-1203,4-5=-1495,5-6=-1343, 6-7=-0-1-74=-1641 BOT CHORD 13-14=-0, 12-13=1441, 11-12=1203, 10-11=1203,9-10=1361, B-9=782 WEBS 3-12=308, 2-12=-308, 2-13=-192, 3-10=0,4-10=453,5-10=-399,5-9=-901, 6-9=1100"0, 6-8=-7616, 1-13-1473 NOTES I+ 11 Unbalanced roof live loads have been considered for this design. 1 21 Wind:ASCE 7-98 per 60CA/ANS195; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00- 3] Provide adequate drainage to prevent water ponding. 4) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 8 and 14. LOAD CASES) Standard f pF NeW �P Jp,N GARC 0 * ri 4Af' LJ Jul �0 0800 p9OFES5lONA� .. . . __.._.. . ............. , _ January 32003 ®WAANLYG VcrlJy desfyra pammeterr,,..w REAII NryfRS UN SPJS AND REVER-SE SIDE BEFORE use oeslgn voEd for use onN wRh MO k c nneclofa 1h6 a �:6 ba. d nlyup n parameters stlown,and 6 fora r V I u c I 4• - trslalbd and badetl verlloolly. Appllccalllty of tl dqn param le nd p oper lncorl atlon of component 6 oos, I 3 tle=Igne1'Em=Tng,hown'6 to,lalelal uppod of Individual wolx.rnerfiberonly.Additional temporary bracing to In .�..I.Pr e=Porzrl cl Inc e e .T. Add br=r aE,,_ne brocicq o1 Ire ole al sM1ualure 6 Ise I=,p-,oTni l cf 1t•e bull. z ... Alf.a 'T•'-•• L H.ndli p b['wtwn d b 1 f - : Q_arvy a Mcel E.C. i-. Y on,cr. -.2? C 0 HantlllnFl4 slalllr and Brw ng Pecemmentlalbn arallatile lmmiluss F,ala lns,tlul ..,deD OnoIIb DHv=,fdaatv,r,NIS..,LJ 5 9- �i •®: UO-F-1 Truss Truss Type 44 ty Ply TADOR I N E- RANDVIEW IVE GRANDVW H111 ROOF TRUSS 1 1 14320453 (optional NASSAU SUFFOLK LUMBER, MEDFORD, MY 1 17 3,NliTek Industries. Inc. 5.000 s Dec 17 2002 MiTek Industries, Inc. Thu Jan 02 14:55--2-6-2-00-T Page 1 o-74 1 12-I1-0 15-7-p 1 1e$6� M-S7 2d sa-1 -ssrz w3a-1 }1-s 4-5-1 sag Stale-1:90 9 4.411 3 4 I4w5 11 Sod= 2 4 II III` 5 9.00 12 3x5. f 4x5 15 14 13 1211 10 9 6 2x4 I 3xa= 3x4= 21,4= 3x4= 214 11 3x4= a 4Y 6-04 12-11-o 1 1s7-o ,ie a 1 23-3-7 1 26- a-74 6-}12 2-9-1 3-1.5 4-9-1 5h5 Plate Offsets(X.7): 13:0-2-8,0-1-127 LOADING Ipsfl SPACING 2-0-0 CSI DEFL in floc) 1/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0,87 Ver,(LL) 0.06 13 >999 MII20 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.13 13-14 >999 BCLL 0.0 Rep Stress Incr YES WS 0.93 Horz(TL) -0.04 8 n/a BCDL 10.0 Coda BOCA/ANSI95 1st LC LL Min /dell = 240 Weight: 24416 LUMBER BRACING TOP CHORD 2 X 4 SYP Not 'Except' TOP CHORD Sheathed or 3-7-9 ac purlins, except end verticals. 1-3 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-14 oe bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 2-13,3-12, 5-12, 5-10, 6-8 WEBS 2 X 4 SYP No.2 `Except' 2-14 2 X 4 SPF Stud, 1-15 2 X 4 SPF Stud REACTIONS (lb/size) 8=159310-6 0, 15=1693/0-6-0 Max Harz 15=998(load case 3) Max Uplift8=-852(load case 3), 15=-551(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=-1778,2-3=-1381,3-4=-1106,4-5=-1376, 5-6=-1275, 6-7=0,7-8=-245, 1-15=-1628 BOT CHORD 14-15=-0, 13-14=1422, 12-13=1108, 11-12=1286, 10-11=1286,9-10=820,8-9=820 WEBS 2-14=-109, 2-13=433, 3-13=381, 3-12=0,4-12=537,5-12=-514, 5-10=-745,6-10=942,6-9=95, 6-8=-1621, 1-14=1442 _ NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25f;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 1 plate grip DOL=1.00. 1 3) Provide adequate drainage to prevent water ponding. 4) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 8 and 15. LOAD CASES) Standard SOF NEW IA,9e 0,9 G7 / 'A C" 2n = y 2 NO-08c)() ?c� ARQF�ss10 Janua 3,2003 ' �WAANING Verily dex{BegxvameE' end BEAD NOTES ON THIS AND REYLRSE SIDE BEFORE)ISE '- �® Designv Ik1 br use onty wAh Mffek nheaaun Thi,design Is based only upon paramelers shown,and b larIndividual bulking compos w I be N rased and b ed vedk:diM AFPOc bAny at d d, pa aineters and pope,ih.coroibn o1 component h,espan IElllty of buMing de,si n t luss - des'gr 6a.1nQ shawn h for lateral supporl cf IndIVIdL I web-members only.AddXbnal lemporary brocing to Insure dab1111y duaing construction h the FeSplchl1 'lpe I dilb I Pe-Timan enT EmcihJ f In= c.ercl sl uc Nra Is Ir- re:o� Iblt .I 1 a le.Ming d-0g,e,.For gen.nni 9uld.nc= qa y coil d -11 - _. 2. c G cc v - QS - D,1 g;.BrocTS and PI= 91 9-Ir dllnc and 9roalw Aecommeneatlan ovallable Imm TrussFlate t.11lale,S D Oncha D Iva,%"db n,N'1537W go F e Job Truss cuss ype ty Py A R IDE E-GTaNbTifE�IV 14320454 GRANDVW H112 ROOF TRUSS 5 1 (optional) I•IASSAU SUFFOLK LUMBER,hIEDFORU,NY 71763,MiTek Industries, Inc 5.0 s Dec 17 2002 bhTek Industnes, Inc. Thu Jan O 1-4-55-2-77003 Page 1 6 2-9 12-1-11 1]-]-11 I 23-0-D � 28-6-0 S_-9 511-1 5-W S44 .5-6L 6.6 1i .xale=1:6].9 2x4 II 3x9= 2<4 II 3 4 5 9.00 12 \ i 3x5 6/ I I �\ \\ 4x5= 1\ % I 13 12 it 10 9 a I 2x4 II 3x10= 30= - 394=3x3= 2x4 II 30= 6-_'-9 i 121-11 1:-7-11 210-0 2980 6-.-9 5-11-t SSG 5-13 5-6-0 Plate Offsets(X,Y): [ 2-B4O-1-1 21 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.68 Vert(LL) 0.06 11 >999 1111120 1971744 1 TCDL 20.0 Lumberincrease 1.15 BC 0.47 Vert(TL) -0.1211-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0.04 BCDL 10.0 Code SOCA/ANS195 is,LC LL Min Udell 240 Weight: 2231b LUMBER BRACING TOP CHORD 2 X 4 SYP SS 'Except' TOP CHORD Sheathed or 3-11-13 oc purlins, except end verticals. 3-6 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 7 How at midpt 2-11,3-9,4-9 WEBS 2 X 4 SYP No.2 `Except' 2 Rows at 1/3 pts 5-7 6-7 2 X 4 SYP SS, 2-12 2 X 4 SPF Stud, 1-13 2 X 4 SPF Stud 1-12 2 X 4 SPF Stud REACTIONS ilb/size) 7=1692/0-6-0, 13=1682/Mechanical MaxMaHarz 13=868(Ioad case 3) Upli Max Uplift?=-852(load case 31, 13=-541(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1788, 2-3=-1441, 3-4=-1112,4-5=-1112, 5-6=0, 6-7=-268, 1-13=-1632 BOT CHORD 12-13=0, 11-12=1431, 10-11=1156,9-10=1156,8-9=726, 7-8=726 WEBS 2-12=-134, 2-11--382, 3-71=374,3-9=-93,4-9=-539, 5-9=624, 5-B=107,5-7=-1552, 1-12=1453 NOTES j 1) Wind:ASCE 7-95 per BOLA/ANSI95; 120mph;h=25ft;TCDL=70.Cpsf;BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 . plate grip DOL=1.00, 2) Provide adequate drainage to prevent water ponding. 1 31 Refer to girder(s)for truss to truss connections. 4) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 541 Ib uplift at joint 13. 5) Two RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 7. ( LOAD CASES) Standard pF NEPV GARc O� 2 `FO /1,0 U800o', FSC? AROFESStoNP ALWAR?iL%G-Ycr{fy d ,19parnm .e d REM AdlE9 0MTMS AND BEYER.^ ,=E BEbRE D� . mill� ® ` De 1g.'v-W for use only wllh Weir Connectors INs design b based only upon p Iamelen shown and'tr for an IndNidual buldIn component to be mialled and leaded vertkally. Applleablllty or deagn parameter.,and papa N Ipolallon of c mean n1 t respons�llry of bulk,11W designer n I I - -d&kin I placing shown k for lateral support of Indlaldual wab members only.Addlllonal lempe sny b a Ing to Insuresioblllly during construction is Ih¢ l l ` Auy cf In? a colo. Addsuna ce �cnenl blac!np of Re c - shucW:e k the IespansplllN c1 trer cul'ying designer For general guldance Cs� cG_oll„n,14ua q cenum .oto.; .a=1 `o: _.o`.ccrJ '-= 6�i'i'S1_vcrd D5E a+ Z,.sir,apv="9�al ci crd F..-E-91 Mandllna I lura end¢racing li aommendollon Iabp Irani➢u..Plate InsMu1 D Ono Vb Drive,fAadmon,W 15371 r.a p y 0 � i Job Truss Truss Typa Qry Pry HURTA DO F.ESIDENCE-GRANDVIEW DRIVE 14323551 GRANO'vV] H112A ROOF TRUSS 3 1 o uen-0 NASSAU SUFFOLK LUPJ65R,MEDFORD.NY 11761 5.000 s Dec 17232 AITak lndutnes,Inc Fri Jan 031?:02:42203 Page 1 T-5-0 55-12 ) B57 13-10-5 17-5-0 I 26-103 28-3-E 1-6-0 3-11-12 311-12 43-13 3511 55-4 5-5 i exe i Seat:ahe.-I' 2.+I[ xE= sem= = e ] e to F12 a.s 3u O/ -� elm— 1 7a1: .113 c / 1e 11 in es us If axs= zait 1-0��-O 5-5-12 � &5-7 13-10.5 ) 1750 22-10-4 ) 23-16 1-0-0 311-12 3-11-12 43-13 _511 S54 553 050 Flare Offsets(YY). F570-2-21.0-1 -a-0.0-2-4 LOADING(pat) SPACING 2J1-0 CSI DEFL in (Ix) Vdee PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC Ola Ven(LL) 0.351 14 1999 611120 157/141 TC DL 200 Lumber Increase 1.15 BC 073 Vac(I-) -0.3a 14 "655 BOLL 0.0 Rep Stress her YES Ws 1.00 Horz(rL) 0.35 9 ma BC DL 10.0 Code BOCAIANSI S 1st LC LL Pain Vdenl 240 Weght 2161b LUMBER BR,CING TOP CHORD 2 X4 SYP He 2 TOP CHORD Sheathed or 2J3-7 a pudins, except and vedicals. BDTOHORD 2X4SYPNo2 BOT CHORD Rigid telling oinx,dy opfietl or 4-0i cebracing. WEBS 2 X 4 S'(P No 2 'Except' W'ESS 1Row at midpl 7-12,a-la 2-92 X4 SYP S,2-162 X4 SPF Stud.3-152 X 45PF Stutl,3-142 X 4 SPF SNd 2R.,,ar 113 pts 7-10 4-142 X 4 SPF SWtl,4-132 X 4 SPF SWtl,5132 X 4 SPF Stud WEDGE Left.2 X 4 SPF SWtl REACTIONS (lo.'see) 5=1554IA1edaniyl.l6=1]34.'080 Max Nmz 1E=91 E(Icad rase 3) - Max Uplift 9=-222(load Mae 3),1 o--675ticad case 4) - FORCES (Ib)-Flrst Load Case Cnly TOP CHORD 1ti=124.2_=.9x29,33=-1130,45-2tE9,SE=16b].S]=-16E],]b-633,&9=1511 - BOT CHORD 1-16=-51,1513=322,14-IFi=30]5,13-11=3215,12-13_-1750,11-12=53,a-12=34?.IV-11=0,5-10=0 WEBS 2-1E=-1576.2-15=3041,3-15=-541,3-14=643.4-1J=1693,413=1755,5-13=1011,512 131.10-1'e=W3,]-12'1595,7-10=-1]26. a-m=1425 NOTES 1)Wt d:ASCE 7-93 per EOCAlANSl95;120mph;h45¢;TCDL=10.Opsf.ECDL=c.Opsf,occupsncy ialegcryll;exposure D;ondused;PJ'NFRS cable and zone;canlila'+er Iafi a11tl nater erposetl:entl verGrAl lafr and ngh(erpcsed;Lldrher DOL=1.15 plata grip DOL=1 00. 2)Refer t a icereteor=i ttoussco0nezimnrxlding. 3)Racer a girders)al Ouse la tress other)ans ��OF NEW 4)Provide mechanical rector:6cn(by euxl�)cl buss[c beast pile capable of a le uppoling 61 Ib opliR al jdnl 9. 5)Two RTI6 USP mnnaaors recommended to connect truss[o bzedng wales due Ic uplift of jt(s)tE. P PE.}CiAJ�C O LOAD CASE(S)Standard C-3 /i 71 IV0-080G9, ROFES9)ONP . . .- - Janua 3,2003 WARNING Verify daudyn praraaretefs and READ NOTES ONTE1S AND RE VERSE SIDE EE RE EW. e ' Design valid for use only wfth MRek cornedars This design 6 based enry upon jPa amelers shown,and is for on Individual building component to be Installed and boded verllealiy. Applkablity of de4gn paramelersand-p caper hmrpaw n f mmponenl k re ponslbURy of buil lW tl igner-nollFuw d=sbnw Eraaing Shown is far Ialeral•uppod of Ind,,ldcal WPO oreirloeis only.-Adddlon 1I mperary bracing It,Insure slablllly during eonctruellon is the _- nsbla. =fine a eJcr.Aadubna p-rman_nl b o,.n] c1 the o .call ;ieclae t Ir.e r. nsfaLt;cl Ine b,,a'h] oes4^„nor.Foy g�ne.al avltl once l Y�anD Iatric ml an.Sealni con lm„s:Dray_.calm.,e-sI'.-r,entl bnCnq.cv t-A Qs'-9d Q�:4'i onCoru.LE e4 E:vpins e__r YL-eJcr:.or21-I3-al pS 5[°?'„ [� .. .-Ir - _ - Ir. T.. .F P - - N,I: .15 Job Truss Truss Type ry Ply URTADO DEN E- RANDVIEW IVE 4320456 GRANDVW H112B ROOF TRUSS 1 1 (optional) NASSAU SUFF LK LUMBER„ NIEDFORD,NY 11763,NllTek Industries, Inc. 5. 00 s Dec l7 2 MiTek Industries,Inc. Thu Jan 02 14:55 29 2003 Page 7 I l a-n-s I 9-7s 14-1-0 1S74{ 22-0-a I 28-6c 4-115 4--13 4-7-134x1 3-0 6 _ sza -Sa S�Ie=1:7ea 4 5x4= ) 2.4 II 5x5= s 6 7 3x5�i 9.00 F1—2 / 13 \ �i 3.5 i� 4.5 is 14 13 12 110 9 a 20 II 3xa= 3.4= 3.8=3.4= 3x8= 2.4 11 2.411 4-11-5 &'_ 1 14-M 15-7-9 22-02 F 28-6-0 4-11-5 4-7-13 17-1a 1- 6- t 658 LOADING (psf) SPACING 2-0-0 CSI DEFL in pout I,rdefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.93 Vertfl-Ll 0.08 11 >999 MI120 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.42 - Vert(TL) -0.14 9-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.04 8 We BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 240 WeighT:252 Is LUMBER - BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 3-5-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP Na.2 BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 2 X 4 SYP Not 'Except' WEBS 1 Row at midpt 3-12,4-12,5-12, 5-9, 6-9,7-9 7-S 2 X 4 SYP SS,2-14 2 X 4 SPF Stud, 1-15 2 X 4 SPF Stud 1-14 2 X 4 SPF Stud REACTIONS pin/size) 6=169310-6-0, 15=1693/Nlachanical Max Harz 15=1143(losd case 3) Max Uplift8=-1007(load case 3), 15=-560(laad case 4) FORCES (lb)-First Load Case Only - TOP CHORD 1-2=-1800,2-3=-1627,3-4=-1279,4-5=-1263, 5-6=-775, 6-7=-775,7-6=-1629, 1-15=-1645 BOT CHORD 14-15=0, 13-14=1440, 12-13=1302, 11-12=1106, 10-11=1107, 9-10=1107, 8-9=-0 WEBS 2-14=-230,2-13=-196, 3-13=232. 3-12=-562, 4-12=1209, 5-12=-663,5-11=78, 5-9=-641, 6-9=-638, 1 7-9=1525, 1-14=1476 NOTES 11 Unbalanced real live loads have been considered for this design. 2) Wind:ASCE 7-98 per BOCA/ANS195; 120mph;h=258;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category II;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 560 Is uplift at joint 15- 6)Two RT 16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)8. I LOAD CASES) Standard SOF NEyV PNGACJ0 Oau O9 r Lu Lu Lp �O /V0-080091 u R�FcssloNP _ ., : .... ,-:..,. January 32003 - ®WARNING Wr-lfy deilgn p.r ters d RF.6D NOTES DNTN AND REVERSE SmE BEFORE USE ev®, Deslg v re 1 r use only with MR k - 1 -s.This design Is based only upon parameters shown,and b for an Individual building camp nenr ro De InsI.Vied d boded v dually Applicability of tl agn Parameters and propel Ineorporctbn of eomponeol k lespa Ibinty or bulltll g d Iq n 1 1 tlrig € Ing sin wn F f.,lei.al upporl I Indfvdual Web members onty.Atltlllbnal lempomry bracing to I 1 bII6y during huclton I,the _.w.n9u nr o nadndnul peri-nenl bro_Irp c'•k ,I ucl ire k TF r,pcos1n1J% cl Ire building de,lgne: F..r g=r=ml gu•a inr- - - ' Iegmaog lc,,r am roc,quuifh conic,sloroge,cell,eil.elec!br aIa o cclna,cu,I QST.:F Ccacy>tcn:_:0.e[2-E> 4-1rg-p'=alco;ion o-G Fit-97 R, ?2 r 1 F, Handling lr�alirna aM 9racloa Weao nendauon. •al: efrom,Truv iiare ln;rnule.5di D•onolro Drive,Kloalscn,Wlc371r. - Ni78I k&"Gi Job russ Truss ype ry y HURTA RE [DEN - A DVIEW DRIVE GRA4V NDVH112C ROOF TRUSS 1 1 (optionall 14320457 NASSAU SUFF L LUMBER,NIEDFORD, NY 11763, NliTek Industries, Inc. b.uUU s Dec 17 2002 MiTek Intlustries,Inc. Thu Jan 02 1455:31 2003 Page 1 4-115 1 5-78 143-0 I 17-1-11 22-5-13 1 - 28-6-0 1 4-115 4-7-13 4-7-13 2-1D-11 5A-3 Y 4x4= Sale=1:7E 4 4 5.1112= 21 II Sxs= 5 6 ]. 9.00112 3 / \\ 3x5 i 2 \\ \\ 15 14 13 12 11 10 9 5 2x4 11 3x3= 3x4= 3)f6=3.4= 3xs= 2v4 it 2x4 11 4-11-5 1 &�3 14---0 1 17-1-11 2`9-13 266-0 4-11-5 4-7-13 4A-13 2-10-11 5&3 65-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Ildefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.70 Vert(LL) 0-08 13 >999 M1120 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.1212-13 >999 SCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) -0.04 B We BCDL 10.0 Code BOCA/ANS195 1st LC LL Min Ildefl = 240 Weight 242 lb LUMBER BRACING TOP CHORD 2 X 4 SVP Not TOP CHORD Snaathed or 3-11-4 cc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 - BOT CHORD Rigid ceiling directly applied or 5-11-15 cc bracing- WEBS 2 X 4 SYP No.2 'Except' WEBS 1 Row at micipt 3-12, 4-12,5-12, 5-9, 6-9, 7-9 7-8 2 X 4 SYP SS, 2-14 2 X 4 SPF Stud, 1-15 2 X 4 SPF Stud 1-14 2 X 4 SPF Stud REACTIONS (ib/size) 8=1693/0-6-0, 15=1693/Mechanical Max Harz 15=I 104(1oad case 3) Max Uplift8=-894(load case 3), 15=-562(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1800,2-3=-1627, 3d=-1279,4-5=-1276, 5-6=-790, 6-7=-790,7-8=-1637, 1-15=-1645 BOT CHORD 1415=0, 13-14=1440, 12-13=1302, 11-12=1202, 10-11=1202, 9-10=1203,8-9=0 WEBS 2-14=-230,2-13=-196,3-13=232,3-12=-562,4-12=1152,5-12=-613, 5-10=86, 5-9=-BO6, 6-9=-558, 7-9=1573, 1-14=1476 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 562 Ib uplift at joint 15. 6) Two RT16 USP connectors recommended to connect truss to bearing walls due to uplift at RIs) 6- LOAD CASES) Standard OF NEW C-9 �JP�GAIL 0o LU Z` ��O A`O-013009, �?CT 90FESS10NP January 3.2003 W�SRN -VertJy demdgn pamalatem and READ NOTES ONTffi lJYD RE VERSE SEF IDE BORE OSE. - -1 gp1'1d Design valid for us6-only In Mttek correcl.ni This tl ogn E based only upon parameters shown,and Is for an MtlWldu I bulldl g coni,00nerr b be latalred and baled IIccR/- APpllcabBp lly of detlgn paromelers and proper fnmrporatbn of comonenesp l k ronslbllhy of butiang designer nor lit _ - dein B Ing sH n k for lal emf=uppod of hldMdual web member=only.AddAbnol lemperary booing to Insure bOydu Ing ccndruolbn k ale v -e - cl ', ,lo. 4tl]lhno R-'ma err b•cclrp c' the o n. e k Ih+ re-x^.Ibl I of fine b Ildl g d 1pne Fcl general auioancc poling L,o�cau_n,quail/ccmi:ui.scfu e,aelvei;,aiwrt-n or:c'oc ny'uec,J:Si[-s3 t.,o";5 ordc d,D3699 .r -p So,cificol on,and HIE-91 [q 4',,aa••. 5 TO rHendllna1ru-.1llra and Broning Feeommendollonovailable eom[russ Plola lnslttute.5Ba D'OncBlo Dllae.Marion,W1 5--71 J.c Y31b-61 MPK Job Truss Truss I ype ty Fly HURTADO BESIDEWE-GRANDVIEW 14320456 GRANDVW H112PBA MONO HIP PIGGYBACK 1 1 ' - - (Dptionall NASSAU SUFFOLK LUMBER, MEOFORO,NY 11763, MiTek Industries, Inc. 5.000 s-Oec 17 00 MiTek Industries,Inc. Thu Jan 02 14:55: 2 2003 Page 1 610-] &3-13 12-03 1645 23_s 3-7-2 - 8-5-6 3% 3.7-2 29.2 4,r4 4a4 i 3.4= 3x5= 2x4 11 9.00F12 3 - - 4 5 6 1 1 M 1 2 ? Io 5344= 3 10 3.4= 3x4= 3x6= I SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION 1 DETAIL FOR CONNECTION TO BASE TRUSS 0-8-2 16-0-13 16-4-5 0.E-2 15 4 11 038 LOADING lost) SPACING 2-0-0 CSI DEFL in (loc) Iidefl PLATES GRIP TCLL 30.0 Plates lncreasz 1.15 TC 0.56 Vert(LL) 0.14 B >999 MII20 197/144 TCDL 20.0 Lumbar Increase 1.15 BC 0.71 Vert(TLI -0.17 B >999 BCLL 0.0 Rep Stress Incr YES WS 0.66 HorzfTL) 0.04 7 or. BCDL 10.0 Code BOCAIANSI95 1st LC LL Min I/deft = 240 Weight: 67 It, LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except` TOP CHORD Sheathed or 3-6-11 oc purlins, except end verticals. 3-6 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF Stud -Except* 6-10 2 X 4 SYP No.2 REACTIONS Iib/size) 2=980i0-3-8,7=925/0-3-B Max Herz 2=132[load case 3) Max Uplift2=408[load case 21. 7=-542(1oad case 2) FORCES pbl-First Load Case Only TOP CHORD 1-2=12, 2-3=-1279,3-4=-1036,4-5=-2271,5-6=-0,7-10=0, 6-7=-172 BOT CHORD 2-9=970,B-9=2347, 7-8=1826 WEBS 3-9=580,4-9=-1400,4-8=-B1,5-8=475, 5-7=-1950 NOTES 1)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf; BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water ponding. 3) One RTn6 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 7- 4) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 7. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 5) Design assumes 4x2(flat orientation) purlins at oc spacing indicated, fastened to truss TC wl 2-10d nails- LOAD CASES) Standard �Z of NEiy y PN GA, r Z�j f I Y; ddrF _Z Lj c� ND-OBODg, 9oFESS10 Janu2ry 3 2003 h�y ®mn Nf; verify a.,tynpsrorrl.t .a»a REdDNOIE Ofif T1313 AND nzv 9113a eEr Lyse. - Dezlgn valid For use only with MRek conneclor= This design Is based only upon paramalers shown.arM is for an brit Mdual buBtlrng companenl to be ME mslal;ed and loaded verlkally. Applloablllly of dsogn parometersand proper Incorperollon of componeol k responsibil ly of bulUhg deslgnsr-nal lin - designer Bracing shown k for lateral supporf of Individual web members only.Additional lemporary,broobrg to Insure dobilry Guth,condiuction k Ihe, F =.pan r:bllP.y of r ecl.r Addnonal eql be=ng aF ire ^. iv .,!=-j sh [ uclwe k Ihe r� ,lblT111 cf the 1,01din0 tlesgner.For genemf gultlanre ,zpo:dn0 uaitie'l.re„qIm _,B,conl .vo aereade4.._ry,e,=ci...-.cw'cmc.rg,sn-�V Si.SB 9uc,ry./candorQ D5fi-6J 5� ,,'.__,.ecrbn.one H15-r: - Fr, g S.•O Handling 1,1u1iing and bracing Re oromenddksnavollable ham TuYwtellrrllluie,561 D'Onoflq Dr,hictllsan,W1,3710. , LM'a STANDARD PIGGYBACK a TRUSS CONNECTION DETAIL ST-PIGGY M72k.Industries,Inc.i 2 x_x 6-D"SIZF TO MATCH DECEMBER Z 2002 OP CHORD OFFAET K. ATTACHED TO ONE-FACE OF OF TOP CHORD(PITH 2 ROWS OF 10d NAILS SPACED o"O.C.AND STAGGERED Cy\ PIGGYBACK TRUSS ' ATTACH PIGGY3ACK TRUSS ' TO EACH P1.�LI li.T,H F� 2 16.1 NAILS 10 NAILED. / MACH.EACH PURLIJ:O TOP CHORD OF BASE TRUSS WITH / . ` 2 .ed PAILS BASE TRUSS /hr' - SPACE PURLINS ACCCRD:NGTO THE MAXI1UM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING MOTTO EXCEED 24"O.G.). ATTACH EACH PURLIN TO TOP CHCRD Oa BASE TRUSS WITH 2-16d NAILS. NOTE: FOR PIGGY BACK TRUSSES W H SPANS<12' ,q pURI_IN TO 3a LOCATED a'OAB 2AAY BE O^Ji+1iTED PROVIDED THAT. AT EAC"BASE FR'JSS JOINT. ! ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: REPLACE TOE NAILING OF CAP TRUSS TO PURUNS WITH GUSSETS AS SHO:.'N,AND APPLY PURLINS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT RECOMENDED SPACING SHO!NN ABOVE. j B"x E"x 12"FI Y'NOOD(or P16"OSB) GUSSET EACH SI^E AT EACH BASE TRUSS JOINT. .': ATTACH WITH 3-cd NAILS r INTO EACH CHORD FROM EACH SIDE(T07AL-12 NAILS, I FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: I VERTICAL WEE TOi� 11 VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH :f MUST MATCH IN SiZE,GRADE,AND MUST LINE UP BOTTOM CHORD AS SHO'NPI IN DETAIL. OF P:GG'BACK 1t� 2) VERTICAL WEBS OF PIGGYBACK MUST RUIN THROUGH TO WOO CHORDCT THATTHEREEENA BFULL WOOD TO TONT CONTACT BETfJEEN'h'SB OF PIGGYBACK THE TOP CHORD OF THE BASE TRUSS. 3j CONCENTRATED LOAD MUST BE APPLIED • TO BOTH THE PIGGYEACK AND THE BASE TRUSS- 4) ATTACHI 2 x RUSS.S) ATTACH2x xB'-0" .t 2RTOEACHFACEOF N: TRUSS ASSEMBLYIT:H 2 ROWS OF 10d NAILS AT II 3"O.C.STAGGERED. (SIZE MID GRACE TO MATCH L` VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) _- 51 THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF37CO LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS 'GREATER THAN 3700 LBS ®WARNING Vesifg des(gn parumetere arld READ NOTES ON.TffiS AND RE VERSE SmE BEFORE USE. - Design valid for use only with Mlrek eonneclors.This desiq E based only upon pelamelers shown,and I for an InCMdual bullding component I b° Irslolled and kaded verikaly. ApplkabMi of tlestq pasamelerrentl praPer Incorpanallon of componenl I unponslblby of building designer not Ir _ detlpnel Each,shown is ion falerol supood of IrWykival web members ony Additional lenI tracing to Insure cabNly during coniluclion b Ib _ d - -o-1-l:v ,d low e :ddlf L•rol pe-rcansn oracnc of Ihe.ove..o:l s,ud,,e I f.l=iaYnsbl.•Y of Ina bWlalcg d_,fen ;.Fc• gena al au,donc- { ,ege,oing laankolv_'n.9ualu/conl!ul,n,.c"r-.dells:n a v&on osc acing.cc-, as1-25 ldaelf-i Slerda:a,DE4-2: 2,=C1"sp ;R¢'b-.Cr_..,..-1 [- F ?oC' nd eBom 11 l de lnslllute:d3 D'Ono •D Nc P t,wl^ 1I4 Job Truss GRANDV4V H112PBB Truss ype VV l ly UR AD fT RE ID N - RANDVIEW DRIVE 14320455 MONO HIP PIGGYBACK 1 (optional)NASSAU SUFFOLK LUMBER, MMEDFORD. NY 11763, iTek Industries, Inc. 5.000 s Dec 17 2002 WI.I ek Industries,Inc. Thu Jan 02 14:55:33 2003 Page 1 30-15 7h7 10-1-2 131-14 16-0-5 3-0.15 31-3 30.12 30.12 32b Scale=129.2 4.4 i 3.4— 3x3= 2.4 I 3 4 5 6 � Im 9.00 12 Li 2 1 9313= B r 10 c 3.4= 3.4= 3.4= SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DSTAIL FOR CONNECTION TO BASE TRUSS 0-32 - 1e-0-13 1Tls 0-3-2 154-11 ud-E LOADING Ipso SPACING 2-0-0 CSI DEFL in hoc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) 0.04 8 >999 M1120 197/144 j TCOL 20.0 Lumber Increase 1.15 BC 0.46 - Vert(TL) -0.08 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 HOrz(TL) 0.02 7 n/a BCDL 10.0 Cade BOCA/ANS195 1st LC LL Min I/dell = 240 Weight: 72 lb I LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP Nat BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2 X 4 SPF Stud -Except` 6-10 2 X 4 SYP No.2 REACTIONS Iib/size) 2=980/0-3-8,7=925/0-2-6 Max Horz 2=232(load case 3) Max Uplift2=-322(1oad case 3),7=-508(load case 2) FORCES (Ib) -First Load Case Only 1 TOP CHORD 1-2=12, 2-3=-1184,3-4=-948,4-5=-1200, 5-6=-0,7-10=0,6-7=-153 BOT CHORD 2-9=922,8-9=1361,7-8=B86 WEBS 3-9=425,4-9=-530,4-8=-207,5-8=402,5-7=-1136 NOTES 1) Wind:ASCE 7-98 per BOCA/ANSI95; 120mph; h=25ft;TCDL=10.0psf;BCDL=6.Opsf;occupancy category 11; exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water ponding. 3) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 7. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 6) Design assumes 4x2 (flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASES) Standard pF NEbV y �P S�PN 1 AR �� 01 It ./ h 014t, LU 41, U 8 0091 v OFESS01, ,.- - .. January 3.2003 - ®WARNING Yerify designparameters and READ NOTE5 ON TR AND REVERSE SIDE HEF'ORE USS - � ® Dezlgn valld roe use only With MRek aonneclors The design Is based only upon paromelea drown,and Is for an individual building component to be rnmcraed-a-d Iooded v.rllcally. Appllwblllly of dezrgn parameters and proper Ireorporallon of component k nee ondbNlyof bulking designer nor buss _ desb r rig I g"shown h for lateral support of hdwldual web members only.AddXbnal temporary bracing to Insure lablllry during con huelbn Is the _ ct n .a,L Satl:....o pclmaner; b _nc .!the a rat r ru...ue t ina re [:Ile .'+4 Ire bolds tlea:,n_r � 9=neral gAian_e reJ mamg laul.:albn,q�a7, ccr„r . .-cage.delr.ey,erecl':on o'd tmCrq.cu c-. of--9E[C�p_';S.c.acm,Dc5-'+ S:acL g 5,-c laco'In-..end V!_-yl {- - in F e P Sa3D'Or bDrNe 'r LW'I` '19 Q1(dY situ p Job Truss I russ Type QtY Ply HUR A RESI NCE- RANDVIE DRI GRANDVW H112PBC MONO HIP PIGGYBACK 1 7 14320460 (o tionaq NASSAU SU FOL LUh16ER,MEDFORD, NY 11763, NliTek Industries, Inc. 5.600 s Dec 77 2 Z MiTek Intlustries,Inc. Thu Jan 02 7455 2003 Page 1 5-t-ip LI-2 12-7-13 16-1-5 53-10 3 -a 3-E-12 38 Sale=1.270 4.4 11 3x4— — 3 4 i 9.00 12 S 2 41 1 0 9 E3x4= 7 3x4= SEE MITeI<STANDARD PIGGYB4 CK TRUSS CONNECTION 3n4— 24= DET.91L FOR CONNECTION TO BASE TRUSS o-�n41 16-0-13 133.5 11-7-14 15>-15 0.1b LOADING (pal') SPACING 2-0-0 CSI DEFL in (lacy /def! PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.94 Vert(LL) 0.02 8 >999 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.39 Vert(TL) -0.10 7-B >999 BCLL 0.0 Rep Stress Incr YES WB 0.34 HorzfTL) 0.02 6 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min Waft = 240 Weight:75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 2 X 4 SPF Stud 'Except` 5-9 2 X 4 SYP No.2 REACTIONS (Ib/size) 2=980/0-3-8, 6=925/0-3-8 Max Horz 2=332(load case 3) Max Uplift2=-328(load case 4), 6=-451(load case 2) FORCES (lb) -First Load Case Only TOP CHORD 1-2=12,2-3=-1049, 3-4=-834,4-5=-524, 6-9=0,5-6=-889 80T CHORD 2-8=825,7-8=943, 6-7=-0 WEBS 3-6=230,4-8=-156, 4-7=-598,5-7=748 NOTES 1)Wind:ASCE 7-98 per SOCA/ANSI95; 120mph; h=25ft;TCDL=10-Opsf;BCDL=6.Cpsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water ponding. 3) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6- 4) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 6. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 6) Design assumes 4x2(flat orientation) purlins at oc spacing indicated,fastened to truss TC vz/2-10d nails. LOAD CASE(S) Standard NEW y cbZ A. 5 �%r r rIlp �O �0.06009� C7 j 9GFESS[0`,P J2nU2ry 3.2003 {Vd G an Vert delirameters d READ HOPES OXTMSA REVEESE S11E BEFORE AJ 9n Pa Dasgn valid br use only wMh NIVel,mnneolors-ibk d a,n k based pro upon parameters f corn and l for an Indlvlduat bu9dlna co morn)fo to kslaYed and ingd h ..R fly. Appllcablllly el Individual parameters and proper IAddhIonol l cl acm Po Faci k r mous ally of bululrq aanctru r-not IIhe j - tlezraner.Era.1 ere l Ic lateral zuppotl of Indlvltlual web members only.FdtlRb nal lee onsIb , T the to Insure dablfily-r l r e—,.1 lbn b IM1e n-Jt Jnr cl ire ecly 4]dtllonal m -nen' c a_mq e( Ino ...... eHu ole�e t ti'e lslxnab@ty'a1 fhe D52-51, aevlpn=r.Por general .-I R- - ' Iegclu OQ I]pi 9:,on,r[',JOIII r aR- srcloy,'c=::=1r.ereClbn Und�nloC nq,cents):Cii--" Eu-!:�Si Mad6 o"53 $ec:s sir H'ccay„op]4 E.o1 Ra r 1dC'an aVallcb'z Vcrr.Russ%ofa lr..IHV12,5d1 G'OrwrM1b Dtl'.e Matl4on,Ku53JI G. 'Job Truss russ ypety Ply URTA R I EN E- ANDVIEPlD� I 14320461 GRANDVW H112PBD MONO HIP PIGGYBACK 1 1 fopnonall NASAU SUFFOLK LUMBER,MEDFDRD,N 71 63,63, NIiT�ntlustries,Inc— 5.000 s Dec 17 2002[vhTek Intlustnes, Inc. Thu Jan 02 7 s:S 5:d5 2003 Page 1 i r 7-0 - 10.2-0 13.2-5 15-L5 4.4 :.tele=t 33 3 SEEN.Tek STANDARD PI3GY3ACK TRUSS CON12ECTi011 34 DETAIL FOR CONNECTION TO BASE TRUSS 4 5 _ of 90e12 2040 \\ / 10 Ta o a 3x3= 3,,4= 2x4= 0.52 teG-I3 1e3.-3 022 153-5 ri32 LOADING (par) SPACING 2-0-0 CSI DEFL in (loci Wall PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.65 VertlLL1 0.02 9 >999 N11120 197/144 TCDL 20.0 Rep Stress increase 1.15 BC 0-50 Herz TL) -0.01 8-9 >999 BCLL 0.0 Rep Stress rear YES WB 0.41 Verz(TL) 0.01 7 n/9 BCDL 10.0 Code BOCA/AN5195 1st LC LL Min I/deft = 240 Weight:85 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP SS 'Except' TOP CHORD Sheathed or 5-8-7 oc purlins, except end verticals. 4-6 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-68 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF Stud -Except* 6-10 2 X 4 SVP No.2 REACTIONS (1b/size) 2=980/0-3-B,7=925/0-3-8 Max Herz 2=437(load case 3) Max Uplift2=-354(load case 4),7=451(lo3d case 3) FORCES gbl-First Load Case Only TOP CHORD 1-2-12,2-3=-1133,3-4=-885,4-5=-712,5-6=-370, 7-10=0,6-7=-895 BOT CHORD 2-9=886, B-9=6134, 7-8=0 WEBS 4-9=216, 5-9=53,5-8=-592, 6-8=699,3-9--227 NOTES 11 Wind-ASCE 7-98 per BOCAIANS195; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf; occupancy category 11;exposure D; - enclosed;MNlFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL—1.15 Plate grip DOL=1.00. -: 2) Provide adequate drainage to prevent water ponding. 3) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at it(s) 2 and 7. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7- 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard i �QIF NEF /V � PN GA�C'9 09 0 2 R�FESSI�NP Janua 3,2003 ®WARNRG VerfJg design prsmmEtere and R.AD al OTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRex conneclors.This design Is based only upon parameters spawn,and Is for an Intll0dual building component I be Inslolled and loaded yerlloaRy. ApplbablBry of dodge parameteaand proper InoerParetbn of componenl Is resWmIlElflry of bundNg desioner not truss _ - desbner.B,.cina shown k for bteral sv1p 11 of lodNmual wet members only,AddXbnal temporary bracing to N.,ure shoblltty during aonslruclbn Is the - e.�rNbAil, c! Ih=-_c.c. Ad]IIU,al Pamranenl p,aclna c, - .-v-I' zr-1— t ihz resFo-a'bflry of the bul'dlnq desrjinel.For general guidance lean d-fig bcl!conc Qui r gnl'o[statue .-u n r 9 • ,c..d u-a -' 's -•• Ple:Alr ule Sa D'OnclnDlve, Moas..n wl S..719. iv E oT rum— russ ype Illy Ply--�-F[U—RM UDO RESIDENCE- Rq IEW IV 1432G467 GRANDVW Hi 12PSE MONO HIP PIGGYBACK 1 1 (optional) NA SAU SUFFOLK LUMBER, MEOFORD,NY 11763,MiTek Industries, Inc- 5.000 s ec 17 2002 M.iek Indus nes, Inc. Thu Jan 02 14:5536 2003 Page 1 SSS I c.1-9 12-SF 1N-5 S.te=129 0 I, 414'i {III 3,4= 5'5= 3 4 5 9.00 12 - /\ �\ /L - 2ZIZ a a3.1 3"4= SEE MiTek STANDARD PIGGYBACK TPUSS COiJNEG;ON 1.4= 2.4— DETAIL x4=DETAIL FOP.CONNECTION TO BASE TRUSS 0. r 16-0-13 o-7-14 151-15 0-3a LOADING (Psf) SPACING 2-0-0 CSI DEFL in (loci /deft PLATES GRIP TCDL 30.0 Plates Increase 1.15 TC 0.93 Ven(LL) 0.02 B >9q9 !611120 197!144 TCDL 20.0 Lumber lnrreasz 1.75 BC 0.39 Vert(TLI -0.10 7-8 >599 BCLL 0.0 Rep Stress Incr YES WE 0.34 Horz(TL) 0.02 E We BCDL 10.0 Code BOCA/ANS1915 1st LC LL Min I/dell = 240 Weight:75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 cc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or B-1-3 oe bracing. WEBS 2 X 4 SPF Stud 'Except' 5-9 2 X 4 SYP No.2 REACTIONS (Ib/size) 2=960/0-3-8, 6=92510-3-8 Max Horz 2=336(1oad case 3) Max Uplift2=-329(1oad case 4),6=-449(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=12,2-3=-1044,3-4=-830,4-5=-517, 6-9=0, 5-6=-889 BOT CHORD 2-8=821, 7-8=932, 6-7=0 WEBS 3-8=224,4-8=-147,4-7=-597,5-7=744 NOTES 1)Wind:ASCE 7-98 per BOCA/ANS195; 120mph;h=25ft;TCDL=10.Opsf;8CDL=6.Opsf;occupancy ea.agory 11;exposure 0; _ enclosed;M4VFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Wmber DOL=1.15 plate grip DOL=1.00. ' 2) Provide adequate drainage to prevent water ponding. 3) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6- 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 6) Design assumes 4x2 (flat orientation) purlins at ac spacing indicated,fastened to truss TC w/2-10d nets. LOAD CASE(S) Standard - OF NE4, �P JPn GRROi �'S CD y r, ' 2 ROFES S10 Janum 3.2003 &WARNING-Verffy design pa>aeneters end READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. - ^.... D=.Ign void for use only wth MRek connedan this design k based only upon paramelers shown,and 6 for on Fdlvldual building component Io De tnsioiad and loaded vertically. Ap➢Il:ablllly of de{jn paramelea and proper Incorporalbn of component Is ro+por aollXy of bulir deslgner-nal=russ Nor designer.-Eroding shown k for laleral:uppolf of lndlvldua=wen members only.Additional lemparary bracing to BKme eablilly during condrucfdn b the of W. e,ecln.Add,:ova:a-rrell D" ng =f Ile oaf. ':iuz7ure b Ile re;pocslaall; C1 . bur,g dedQnr.tura o^neral guidance reg=d_ng 1=aica',zn,qumngE[ ::y coa.slu.aD-?oe�mernerd�2adrq.ccn>�n® -Ec 5 Garry:`a.-d>C.Jsa;B=clrg cT:41c_Tian.old Ni:-v! V'4- F Ins1a111neand emclrq Recommendatlanavollablehom puss Pale l.dllula.5s3D'0nohb Dtive,htaason.Wl S371;. Job Truss Truss Type Qty Ply HUKIALUKESIOrRI7 - IE V DRIVVE 14320453 1 GRANDVW H712PBF MONO HIP PIGGYBACK 1 1 1 (options[ NASSAU SUFFOLK LUMBER,MEDFOHD,NY 11763,M1Tek Industries, Inc. 5.0001 Dec 17 200�b1i ek In us[nzs, Inc. Thu Jan 02 145537 0031 3-10-10 1-0-15 F 10-1-5 13-2-0 164Z 3-10.10 3-2-5 3-0A 3-0-. 325 Scale=1292 I 4x3. I 3.4= 3x4= 2x4 II 3 4 5 6 l sou fz \ 2 1 7 m I� 93X4= a 16 6 3X4= 3X4- 3X4 SEE MiTak STANDARD PIGGYBACK TRUSS CONNECTION f DETAIL FOR CONNECTION TO BASE TRUSS f 0-0-6 I 19-0.13 163-5 k 10$-6 153-7 0-3d LOADING (psf) SPACING 2-0-0 I C51 DEFL in 8oc) I/deft PLATES GRIP 1 TCU- 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) 0.04 6 >999 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 SC 0.45 - Vert(TL)- -0.08 8-9 >499 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz1TL) 0.02 BCDL 10.0 Cade BOCA/ANS195 1st LC LL Min I/deg = Z4O Weight:72 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. WEBS 2 X 4 SPF Stud 'Except' 6-102 X 4 SYP No.2 REACTIONS (16/size) 2-9B0/0-3-8,7=925/0.3-5 Max Horz 2-236(1oad case 3) Max Uplift2=-319(load case 3), 7=-506(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=12, 2-3=-1179, 3-4--944,4-5=-1179, 5-6=0,7-10=0,6-7=-152 BOT CHORD 2-9=919.8-9=1341.7-8=868 WEBS 3-9=420,4-9=-514,4-8=-210, 5-8=402, 5-7=-1122 NOTES 1)WindASCE 7-96 per BOLA/ANS195; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category 11;exposure D; _ enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumbar DOL=1.15 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water ponding- 3) One RTI a'USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 7. 4) Beveled plate or shim required to provide full bearing surface with truss chard at joint(s) 7. - 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 6) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard of �.� p,N '�R � C /33 , 09 C9 9 * /• a r �•'� rr ,10r 0 •V0-06D&21 R�FESS10 . - ` Janua 32,003 gg WARNING Verify design parameters.4 READ NOTES ON TID ANSI REVERSE SIDE BEFORE USE. - p Design valid ler use only wXn MITek conneclois.ihk design k bash only.,on parameters shaand k.lor on hdN .l b.t1chg companenl Inslalled and loaded vedlcally. Applicability of design pwamelers and roper Incorporallon of corn,00rent k respanslUlly of bulldb,d,,o rcr-nal Truss -dcsbner.Bracing shown k for Iohlol support of InoNXtlual web mambeu,only.AdGlllonal lempor ry bracing to insure dabgly during condmellon k the of mc e1-c;c. satlllcn..l pena rmonl traok._. y the c .all sl ucl,'e k tae respond„Inv el the bullaIcg de gner.For general guldnnce j` rgcming 'jor;wnn el.slang. dG:;vely.e:ecl:on anc b aen, on,r C=;-5Z wuc..:y Rordcrd,Dsa E;1;aciog spy"kollan,enc HI=-o: Cpl..(F31I •• r^. n9 Y. - sd av A ftom Tnic Pn19 trrslllule.SND'Orclrb DFP-,f4adkao.R9ai71v. payy 64 p® { l ob Truss ruse - Type ty =PiyUtRITORE IDEN ANDVIEW VE 4320404 GRANDVW H112PBG MONO HIP PIGGYBACK 1 i NA AU SUFFOLK LUMBE , MEDFORO,NY 11763,MITek In ustnzs,Inc. 5.000 s Dec 1 2002 MiTek Industries,Inc. Th.Jan 02 14:55:38 2003 Page 1 24-0 Stn-15 9`13 I 12--6 164-5 24-0 3-515 383 3-53 3.6-13 Scale=1:25? I 4x4 3x4_ 3x4= 2c4 I 5.00 12 3 4 5 6 2 93x3= a 0 6 3x4= 3x3= 3.E= SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION T3 BASE TRUSS Dti-2 F 1e"-0-13 lc-1s5 0,8-2 1 4-11 G3_6 LOADING (psf) SPACING 2-0.0 C51 DEFL in (loo) Ildefl PLATES GRIP TCLL 300 Plates Increase 1.15 TC 0.54 Vert(LL) 0.13 B >999 1`1120 157/144 TCDL 20.0 Lumher Increase 1.15 BC 0.69 - Vert(TLI -0.16 B-9 >999 BCLL 0.0 Rep Stress Incr YES `NB 0.64 Horz(TL) 0.04 7 nfa BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min Ildefl = 230 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 3-9-11 oc purlins, except end verticals. 3-6 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. BOT CHORD 2 X 4 SYP No-2 WEBS 2 X 4 SPF Stud *Except* 6-10 2 X 4 SYP No.2 REACTIONS (Ib/sizel 2=980/0-3-8,7=925/0-3-8 Max Harz 2=135(Ioad case 3) Max Upllft2=402(Io3d case 21,7=-541(Ioad case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=12,2-3=-1278, 3-4=-1033,4-5=-2199, 5-6=0,7-10=0,6-7=-172 BOT CHORD 2-9=970,8-9=2282,7-8=1763 WEBS 3-9=574, 4-9=-1340,4-8=-89, 5-8=468,5-7=-1891 NOTES 1) Wind:ASCE 7-98 per SOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category II;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 2) Provide adequate drainage to prevent water ponding. 3) One RTI 6 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 7- 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. 51 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASES) Standard I C�oFNv Wy �P 'JQ,l1 GAI-��h�q o � * 7 Ir ND-03009 RG'CESSIQN� January 3 2003 WARNING-VeriJgdedgnpararrstrrs and READNOI'ESONTf SAA1D,REVERSE SIDE BEFORE USE_ Deefan Valid for use only will,blliek conneacts.This design Is-based only upon parameters shown-and k for an Individual bwldlnd component to be InslaAed and loaded vedk:aEV. Apfallcablllty of dedan parameleu and proper Inconporallon o1 oomPanenl b respondbWly of buM1daa daslaner not buss tle=.qna.Enoclna shown Is fd weral supped of IndMdual web members on'R Additional lempalnry Macho to Insure sfabplly during conslmcl!en Is the e.Par4allla of the a eclur. Adc9bna!Yr c..e „_clop cf the :alall spud me is fhe cf the tla;aper Por ser.=rat a„V]anee } -W101111:.b,.;: '.1u.fly c-ntwl.l_:G te.cN-:_r.else Lon ar,b;]C:,qc s]II ®S-E3 s,-cll:i 4Cn'_c i.csi._> 9 r . 7 rP 4133-c1 -sir F =IcvnB p• 5ei3 D'OncLb Dara,Rlaamon,ytl5aJ1G. Job Tmss Tunes T c Qry Fly HURTADO RESIDENCE-GRANDVIE`N DRIVE 1132]4� GRAIJDrybV H113 P,OOFTRUSS 1 1 gric17 2 NASSAU SUFFOLK LUMBER,P:IEDFOFD,NY 117c? 5.000 s Dec 1]20P2 M11iTek Intltulrra,Inc. Fri Jan e3 120319 2003 Page 1 _143-0 5-512 9-5-7 ,r 12-2-12 17-5-0 22-103 1-64) 3-11-12 }11-12 2-9-5 5-23 554 5-54 6v6 i Sala=t Sa 2xe 11 ]5= 56= n2-are \ / 2a. 5 1 7 � 7ddr Is 11 9 5-512 ) 9-57 1 12-2-12 1150 l 22-103 2d-ib 1-0-0 3-11-12 3-11-12 2-9-5 - 5-23 5-54 553 0-6-0 Plata Ousels()iY1: 150-2-E.0.1 121.116:0.3-0 0-2-41 J LOADING(lav) SPACING 2ti-0 C51 DEFL in (lu:) Vderl PLATES GRIP TCLL 30o .0 Flares lnaase 1-15 TC 0.69 Vea(LL) 031 14 X999 1,11120 1571143 TOOL 20.0 Lumberincrease i.ti 60 0.75 VEdCTL) -o.E6 14 .900 BCLL 0.0 Rep Shea- lncr YES WB 1.00 Horz(TL) 0.38 9 na BCDL 100 Code BCCA1ANSi95 1st LC LL Min Lrdel=240 Weighr 20415 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Sheathed or2-e-10 oc purlins, ecapt and senirals. BOT CHORD 2 X4 SYP PIo.2 BOT CHORD Rlgfd ceiling b eclly applied or 4-1-3 oc brdng. WEBS 2 X 4 SYP N13.2 'Escapl' WEBS 1Raw at midpi 7-10,&10 E-9 2 X 4 SYP SS,2-16 2 X4 SPF Stud.3-15 2 X4 SPF Stud[,3-14 2 X4 SPF Stud[ 4-14 2 X4 SPF Stud,3-13 2 X4 SPF Swd,5-13 2X4 SPF Stud WEDGE Left 2 X 4 SPF Stud REACTIONS (IYsee) 9=1593AIechanrcaL 16=1754050 Max Hoa 16=6130oad case 3) MS.Up1,R9=-819(1oa I rase 3).16=659(load rasa 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=124.2f 329,34=4130,4 -2627,5—211E.o-7=1118,72=-]I6,B-9=-1511 BOT CHORD 1-16=-91,1516=-322,14-15-�U15,13,14=3216,12-l3*151,11-12-=53.6-12=-524.10-11=0,9-10=0 WEBS8,2-15=300.1,}15=211,3,14=643,4-14=1 Et,113=-1588.5-13=1193,5-12=49,10.12=552.7-12=1331,7-10=-1795, &10-14153 NOTES 1)Wind:ASCE 7-95 per BOCAJAN5155;120mph;h-25ik TCUeO.Opsr.BCDL=6.OPsf;a¢up3ncy category 11;W...D;end.sa,,hl WFRS gable end zone;cantilever lak and night expasco;end vertical Ieh and right erpreed;Lurnber DOL=1.15 plate gnp E)OL=1.W. 2)Provide adequate rl ainsge Id prevent at,ponding. C 3)Refer to ginfer(s)for truss to truss ccra,ecfd QI NE�/ 4)Provide mzrac nicel connection(by others)of truss to beanng plate capable of wimstanding 60915 uplift at joint 5. 5)Two RT16 USP cnrnecbr recammended to canneci truss to beanng vl4As due to uplift ar it(s)16. P\ P�°ARC (° LOAD CASE(S)Standard X'9 * �A f it Dj ROFESS1 _. -. Janua6 3 2003 WARMNG Verffy dnatgn party-rretcaro and READ HOiES ON TMS AND REVERSE SIDE HAT.FORE VSE... �e Desegn valid for use only wllh MOek corrneclors.This design Is based[only upon Parometels shown,and b for an Indl klual Dullafng co,rn,ponerl in be Installed and Ioodeof velfloally. APp6cabllHy of design Palamelals and propel lrao, mllon of oomaanenl le 1 port IbINy of b 6dbq dresigren not buss tlesgrer Eraclna shown Is lot ol.al support o1 Individual web mernbers only.Addllbnal lempolary brccing to Insure stobllXy dulling conslru Iron Is the - axpo,-'P, cl ll-- erector.Adorb of pe �� r.f bmcl,-,q of lhs ;all shuctme k the resperulLaltt{of Ihz bultyfnp Je42ner For general quldance 1 repo�clnJ labn_ol.on.9' a ry aon, ,=1arove�aeii.._:'i.er�ILe._n]b,cI 111 . O^-159 C.cl.`.y s_:a-cerc.9Ec-Eq 'recln;SPS^M'eallan.and HI&.Jl ^s s1 5l c I P -Ir a US D'Ono DMo- Madison Wl527l G. dEM G m-Vir. Job Trus Truss The Ory Ply HURTADO RESIDENCE-GRANDVIEW DRIVE 1i3204EE GRANDSVl H114 ROOF TRUSS - 1 1 (o lierull NASSAU SUFFOLK LUMBER MEDFORD.NY 11763 5000 s Dec 172002 MITek k d.Stres,Inc. Fn Jan 051LOS2520M Page 1 1-6-0 5512 9-57 10.6-1� 14-05 1780 22-104 - _e6-3-3 1-6-0 3-11-12 311-12 1-2-10 14-7 3-4-7 55-4 5-5-1 S e=1'S3- // 2.1 !u 6 9 4� a-- \ 3 14 ESEe p \ i 7d 12 i 19 12 11 1a 11-0-01-B�� 9-5-7 X105-1r 17-5-0 22-10-4 1-M 111-12 111-12 1-2-10 6E 15 5-54 584 0.'0-0 Plate Odeels X 17:0.3-01]-2-1 LOADING(psro SPACING 2-0.0 CSI OEFLn 11) VdeO PLATES GRIP TCU L 30.0 Flates In crease 1.15 TC 053 Vert(LL) 0.32 1.5 7999 RI1120 1971141 A.3 TCDD 20.0 Wmtar lnacase 1.15 BC 0.3i Vert1TL) 913-14 7613 ECL L 0.0 Rep Slresa Incr YES WB 0.91 Horz(TL) 0.43 10 Na BCD L I0.0 Code SOCNANS195 1s1,LC LL Min Vdefl=240 Weight 194 to LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Sheathed or 2-310 xpunins, exeepl and verticals. BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ling direc6yapplied!pr4413ocbradng- WEBS 2 X 4 SPF Stud -Except- WEBS 1R.at midpt 311.8-10 _ 310 2 X 4 SYP No.2,2-16 2 X 4 SYP No 2.11-13 2 X 4 SYP No 2 B-13 2 X 4 SYP No 2,311 2 X4 SYP No.2,310 2 X 4 SYP Nc.2 WEDGE Left 2 X 4 SPF Slud REACTIONS 6.b/size) 10=159 Mechanico,17=1754,FY Max H=1'r=712{1W d Eaze]) Max Upllfl111=-7%(Imd ease 3).17=E36(lbad Case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=124,2-0=3329,33=A 130.4-5-5257,36=2665`.,37=-2799,75=-2799,a-9-o.9-10=ti6.5 BOT CHORD 1-17=-91,1317=.422.1516=3079.14-15=3216.13-14=2877,12-11-53,743=440,11-12=6.10.11=817 WEBS 2-17=-1776,2-16=304;,3-16=-641,3-15=543.4-15=16E0,4-14=-15;4,514=1747,6-14=X34,fi-13=112,11-13=1037,8-13-a02, 8-11=511,6-10=-1515 NOTES 1)Wind.ASCE 7-9d par BOCA/ANS195;120mph;h=25ft;TCDL=10.Opsf.BOOL=G Opsf,occupanry caiegory 11;expoaum D;endcsed;I.IWFRS gable and cane;cantlever left and right exposed,end vertical left and right eiposed;Lumber DOL=1.15 plate grip DOL=1.00. 2)Provide adla,al.drainage to .v.rl\rler pcndir, 3)Refer to girder(s)for lmas to w5,Lnnnaelx OF NEW Y 4)Provide mechanical connection(by offer)of Russ to beadW plate capable of mtllslanding 796 ib uplift at pint 10. 5)Two RT 16 USP connectors recommended to career truss to bearing walls due to uplift atp(s)17. �� p,N GARCI'Q LOAD C E(S)Standard �/� "s Lr LI ii cs�0 ytiD.U80091 127 f ROFESSIO"P January 3,2003 WARNING-Verifydea{gnparameters and READ NOSES OMTHIS AND REVERSE RM BEFOREL.SR- Dellgn vola for use only with MTek conoecrors.ihls design Is based only upon paramelen shown,and b Ion an BMNidual bulkMg component to - Installed no loaded vedioally. APplk:abBlty of design poramelers and proper Inc Izcmllcn of cram Ponenl Is respcnsfoMy of bWldM1q deslgner-not lass _ dezlgnef.Bracing shown Is Icr foleral supe it of Individual woo members only.Addlfbnal iom. oiory brach,to Insure x[chiltly dutVy condrucibn Is the - ezFon4oin:y of ine a-acid. : l permcnenl tcL-q of!hee i shacrufs 6 the re:oonzlSJll✓of the bJ'Itllnq deslpner.Fo:general geklance ' forgo eing h.b'col or qu_I ,,.c � vm - 10 b�,ee6.�1.a ac•- c d .ecrs0. 6..7 83 Cje 1 = due _, -c-T.,oro✓I6-G' ) -�'�`- .r Handing lndalllng onoBr=IW Roc meMaflonovollible fromII Plat Inflrule.S DOnollloDN nodlon,WI57190 &IS,f. eK Job Truss Tess Type 1 - OLv Ply HUP,TApO RESIDENCE-GRADIOb'IEW DRIVE Iti21A1sT GRANDVI"1 Htli ROOF TRUSS t 1 (optional) NASSAU SUFFOLK LUMBER.hIEDFORD,PI'i 11T63 5.000 s pec 17 2002 NliTek Industries.Inc Fri Jan 03 12:03:29 2003 Page 1 r 1b0 5-3-11 :� 9-1-7 13-3-3 2"-10-i 29-3-0 1-50 }9-11 3-9-11 4-1-13 4-1-13 5-54 5S-4 $_de=1-513 _r12 R1JIdXG 3r3= 2K II 3.n0= Sa5= VIII = T 3,11 1 s5 er12= // 2 is Po12 v. _ 1 16 11 21 II 5811 9-57 13-3-3 1750 2240-4 23-3£ 14)4i 3-311 4-1-12 3-312 4-1-13 554 55-1 D4i-0 Fla[e DITSz1s f%.\: 4a1-9-1,0.24, Its:D300.2-0 LOADING(pef) SPACING 2-0-D C51 DEFL in (Ix) Vd.R PLATES GRIP TOLL 300 Pleles Increase 115 TO 0.78 Veri(LL) 0.13 13 1729 MII20 15]:14-". TOOL 20.0 Lumber Increase 115 BC 0 VRA(TL) -0E2 13 >621 M1119H 141!136 BOLL 0.0 ReG 5«ys Incr YES WB 0.51 Horz(fL) 0.55 9 We ECUL TDD CWe 60CA/AN5195 1s[1LLLNIin Vded=240 Weighs Il601b LUMBER BRACING TOP CHORD 2X4SYPNo.2 'Exmpr TOP CHORD Sheathed or 2-9E acpudins, except end•mdlcals. 4 2 X 4 SYP SS BOT CHORD Rigid ceifng directly applied or 310-5 w bmang. BOT CHORD 2 X 4 SYR No.2 WEES 1 Row,al of 7-12.7-10 WEBS 2 X 4 SPF Stud -Except E-92 X 4 BY?No.2,2-152)(4 JWP No.2,10-122 X4 SYR Not 7-12 2 X 4 SYR Pb.2,7-10 2 X 4 SYR No 2,3-10 2 X 4 SYR No.2 WEDGE Leh:2 X 4 SPF Stud REACTIONS (IU tze) 9=1554lhlecM1anical,115=17B410 - - t.lax Harz 16=612(load case 3) Max Uplift9=-Ti E(Icadcaso3),Ills=612(loadcase4) I l FORCES fbl-Fist Lmd Case Only -- TOP CHORD 1-2=124.2-3=-3255,3d=4137,45=-3595,5E=5126,67=4129,79=-951,69=-1541 BOT CHORD 1-tE=-9 T.15tts=322,14-15=3007.1314-0243,12-13=1243,11-12=53,6-12=479,10.11=ri,&10=0 WEBS 2-its=l5 ,2-15=2973.i3-15=-655.3-14=702.4-14=2099,511=478,513=31,512=-133,10.12=1295.7-12=3502,7-10=2005. 810=1592 NOTES 1)Wind ASCE 7-9E per BOCA'ANS195;120mph;h-2511;TCDL=10 Opal.SCOL=ts.Opsl,ocalpancy category 11;axpeoure D;endm-ec.11 VJFRS gable end zone;cantilever left and night exP[ued;end vertical left and light exposed,Lumber DOL=1.15 plate grip DOL=1.M. 2)Provide adequate drainage to prevent water ponding. �! QF NEt�/y 3)All plats are 1,11120 plate;unless c6lerwise indicated. [/ 4)Refer to girder(s)for Incas to truss cgnneclbns. 5)Fronde mechancal connection(cy others)of trusto bearing plate capable of wilRSlandrg 768 lb uplift at joint 9. •�P JPN GA,4C. O9 6)Two RTIE USP connectors recommended to canned[Il to bearing.115 due N uplift at it(s)Its. GJ ,1� LOAD CASE(S)Slandard / IL �0-C8009, ��CD RoFEssto", January 3,2003 WARMING 9er1A design paramelerr and READ NOTES ON THIS AND REVERSE SIDE BEFORE OSE, ©. Design -alld for use only with MRn ek caneclon,This tleba slgn Is sed only upon parameters sthown.anb e for-art Indlvlduat building component Ig be I - Installand bd a tldzvedkalN Applicability of tlz..Ign parameters and plSIn per awporalbm n of component Is respon Iblllty of building deslgnel ncl Huss 1 - dl,!,rer.E nUng shown Is for Ial anal suppod of Indlvldual web members only.Addliler al lemporary bracing 4o Irisure sib1111y tlmNg cons ruclbn Is the r01 lesP.hs p'.L/c' Ine erR1m. :dyllonal psrmgnenl blacing o: ;M1e ..,sal!shl.,..:e Is 1ha of the billding oza„ner.For ganelal Z,nearce �2 O - 5 Q—ix Le ticv - C cnd V.I .Jl Hcndllrg lnsfalling arW Brwing Recammandalbnavallablefiomi Rat Inslnul Se DO IIIb Drbe,M1fads-,n,WI5719. kv9d BOsi6 ob Truss rus type ty Iy TAD IDN - RAN VIEW GFANDWV H116 ROOF TRUSS 1 3 14320468 (optional) NASSA UFFOLK LUMBER,MEOFORD,NY 1176 ,MiTek Industries, Inc. 5.00- s❑ee 17 2002 P.1rTek Industries, Inc. Thu Jan 02-14 � Page 1 1-6-0 ,r_4-6ti 7-6-12 9S713:4 1736 21-1-1 24-7-7 2&343 r 1-6-0 306 30E 1-10-11 T -311-12 311-12 361 3wa-S 3-2-1 8.1e=1650 7x TD KIII16H= 7.112 - 6xe II Speaal 3x5= 3xa= 3.10 II 7x6 WB= 31= 2x4 11 1 4 5 6 7 6 9 10 11 9.00112 3.5 G 23 17 24 251 ' tfi 4.10 b 15 Specal Sp-sial 3d= 7X12 22 3x5 G 7x1 a hIII 18H- SPedel Special s•� \ 2 Spetla[ �• 1 / 20 \ \ -ni Sx1E i 7.00 12 - - 3x4= 21 15 26 14 27 1326 29 12 Ne= 3.5 11 Spanci axe- Speaal 3x3- 3x4 11 1-E-0 Specal Slsedal Spedal Spacial 100 45-E 7-8-12 95-7 13-5> 1 17-511 I 21-1-1 24-'-7 23-35 , 1-0-0 3}6 3-0ti 1-1D-11 3-11-12 3-11-12 33-1 3- d 3381 0.6-0 Plate Offsets (X,Y): [1:0-0-0,0-0-0),[2:0-0-0,0-0-0j, 1 -0-0,0-0-01, [4: 7-6,0-3-8], [5' 0-0,0-0-01,[6:0-0-0,0-0- ,[700-0,0-0-0), 3:0-4-O,Edgal, 90-0-0 ,0-0-01,[10:0-0-0,0-0-01, [11:0-0-0,0-0-01, [16:0-3-12,0-5-01, [21:0-3-0,0-3-81 LOADING (psf) SPACING 1-0-0 CSI DEFL in (loci I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.75 VertILL] 0.94 i6-17 >339 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.70 Vert(TL) 0.77 16-17 >412 M1118H 141!136 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) -0.93 12 n/a BCDL 10.0 Code BOCA/AN3195 (Matrix) 1st LC LL Min I/dell = 240 Weight: 693 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS *Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 1-4 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2 X 6 SYP No.2 'Except 9-5-6 oc bracing- 18-19 16-18 2 X 6 SYP SS 7-4-1 oc bracing: 17-18 WEBS 2 X 4 SPF Stud 'Except 6-10-0 oc bracing: 16-17. 11-12 2 X 6 SYP No.2,4-18 2 X 4 SYP No.2, 9-16 2 X 4 SYP SS 9-13 2 X 4 SYP No.2 REACTIONS (Ib/size) 12=2111/Mechanical,21=3146/0-6-0 Max Harz 21=299(1oad case 4) Max Upliftl2=-3348(load case 3), 21=-2974(1aad case 4) I FORCES (16) -First Load Case Only TOP CHORD 1-2=-800, 2-3=-6446,3-4=-10236,4-5=-16885, 5-6=-18394, 6-7=-16474,7-8=-14047,B-9=-14047, 9-10=-1191, 10-11=-42, 12-22=-2045, 11-22=-105 BOT CHORD 1-21=720, 20-21=256, 19-20=5881, 16-19=9233, 16-23=1 6875, 17-23=16673, 17-24=1 8394, 24-25=18394, 16-25=18394,'15-16=190,7-16=204, 15-26=418, 14-26=418, 14-27=2334, 13-27=2334, 13-28=22, 26-29=22, 12-29=22 WEBS 2-21=-2658, 2-20=4795,3-20=-2024, 3-19=3183,4-19=5,4-18=10004,5-18=21,5-17=1583, 6-17=442,6-16=-1986, 14-16=3215,9-16=12322, 9-14=-2719, 9-13=-2191, 10-13=s76, 10-22=-1499, 13-22=1524 NOTES 1) 3-ply truss to be connected together with 10d CommorI 148"x3") Nails as follows: Top chords connected as follows: 2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4-1 raw at 0-9-0 oc. OF- NEW y 2) Wind:ASCE 7-98 per BOCAfANS195;120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category II;exposure D; enclosed;MWFRS gable end zone;cantilever left exposed;end vertical left exposed;Lumber DOL=1.15 plate grip DOL=1.00. yy GQ 31 Special provisions shall be made by the building designer to allow for 0.93in of horizontal movement due to live lead and '�P �Sp- AI-, N. 0.76in due to total load. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M1120 plates unless otherwise indicated. 6) Refer to girder(s)for truss to truss connections. + IM 7) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 3348 Ib uplift at joint 12 and 2974 Ib uplift at joint 21. •il'�/al/� 11> W 8) Special hanger(sl or connections)required to support concentrated load(s1 363.O1b down and 411.21b up at 7-6-12 on top chord,and 96871b down and 671.616 up at 7-6-12,448.01b down and 462.1lb up at 9-5-7,443.OIb down and 462-Ilb up �� C7 at 11-8-7, 448.Olb dawn and 462.116 up at 13-6-7,446.016 down and 462-1Ib up at 15-5-1,448.10Ib down and 452.116 up Q O- 9 at 17-1-11, 379.116 up at 19-1-11.379111a up at 21-1-11,379.116 up at 23-1-11, and 379.11h up at 25-1-11,and Al 379.116 up at 27-1-11 on bottom chard. Design for unspecified connection(s) is delegated to the building designer. RGFCS sl 0r1F` LOAD CASE(S) Standard l Continued on a e 2 Janua 6 3 2003 ®WARNING Verify deelyn pmramrerere and READ NOSES ONTRTS AND REVERSC RIDE BEFORE rrar- - Design valid for use only wllh MRek cer neolars.This design Is based only upon param Ners shown,and Is for an Indlvbual bulldmg component la be InsbPed and loaded vedlcally. AppllcalaNy of design paromelers and proper hsoorperafion of component k scsponslblliry o1 bulldNg designer not buss designer.Spacing shown b for lateral support of IIweb members only.Addlibnal lemperary bracing to Insure dearth,duringrardruclbn Is the 1 espandS,ltly of the a sci,,r.Addeibnal nerrnanect b d.11 of Ins.vem.l druolme Is the rezp.nslglpij of the bulblrp desVgn=r.For 4sneralgubonc. rego'ding IoDi.:,cr,ga.e.l1 ecn-io,.Y.o.gGe,dA e,e�co,o.-,arti o:=!-q ce:a e5F£5 Cu=IYGy sic.-.cap- D`EL?=•mcirn ,�="¢Eton c;i 415-9 F b,{•"y,y. ,s._ horlgi[norof1ng and Spacing gecammwMafbn a'+albbVe horn Trus%ale lmluule,Sti D'Onorru Dn:e,bladcgn.!'.155119.^ 6 V Job Truss Truss Type Ty ly URTA E IDEN E- ANDVIEW DRIVE 14320468 GRANDVW H116 ROOF TRUSS 1 3 [optional) NASSAU UI-FOLK LUMBER,MEDFORD,NY 11163. MiTek Industries, Inc. 5.00 s Dec 17 20 2 MiTek Industries,Inc. Tbur Jan 02 14:55:44 2003 Page 2 LOAD CASES) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 7-4=-50.0,4-11=-50-0, 1-21=-10.0, 18-21=-10.0, 16-18=-10.0, 12-15=-10.0 Concentrated Loads(Ib) Vert:4=-368.0 18=-44B.0 19=-968.7 17=-448.0 23=-448.0 24=-448.0 25=-448.0 I I JI I ®WARWNO VarilN clesi9n pa T;,ete and READ NOTES ONTEUS AND EE VERSE SIDE BEFORE DBE. Deslan valkl for use only wllh MRek ccnnealar,ihb deign h based onry upon paramelea strowg,and k far an IndWklual bu¢Jingmp Ito be - Ind dalleand badecl vertk:ally_ Applk elrrly of dedgn paramelers and proper Ince,pa allon of componenl k resp -lblfly of building d lane, n I I _ deddner Bmclna sF wn k far'Ialeral supead of IndNktlual web members anry Adddbnal lemporary bracNa to Irrswe slabllily during conAr.cWn Is the rpr r,Gbil.+ cf :nz a ecbr..dd^.ocPl pelmor•en1 b,aah:a of lire overall stxlu•e k the respen9Sl1l1v of 1`e bullding de,igne,.For general guidance c.-.d h�a an..cor: ar c_ c„_!', --Jcrd,ora-a:¢-o-.„sa 1,1T,er_±Nlz-;l He ndBrg lnslalling an, ocing¢eaommenJefbn avollable hcm i,.-leo le lnsllrw e.a D'o na 1.b Dd,Madaon,W l ss 714. YY2fitl�dg ob rugs russ Type ty Ply HU AD RE ID EN - RAND DRIVE ROOF TRUSS 1 2 14320469 GRANDVW H117 optional) NASSAU SU FOLK LUMBER,MEDFORD,NY 11763, MiTek Industries, Inc 5.000 s Dec 77 L002 MiTek Industries, Inc. In.Jan 02 4:55:46 2003 Page 1 i1 -0 5-1-10 9-10-1a. 137-13 i]-9-7 21-9-12 — 25-10.0 1-5-0 4-1-10 4-fi-5 t-&14 4-1-10 441-1 4-0A 7x3= Scale 169.1 6.8= 3.4 11 7 8 9 5xs o aw i 5 � _ 3x5 i \.. tOx124x6 i 3 1 2 3 I o Special THD26 THD26 THD26 wo- 3x4= 17 TO 15 16 14 19 13 12 11 20 10 1-3-0 5.6= 10x10=THD2610x10= THD26 TWO= 5xE=THD26 5x3= 111-01 5-4-10 1 13-7-13 1]-9-] 2t-9T12 2510-0 1410 4-1-10 4-6-5 3+1-14 4-1-10 40.1 44}-1 0-3-0 Plate Offsets I I: [2:0-3-4,0-9-8), [7:0-5-4,0- -8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (roc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.82 Vert(LL) 0.33 14-15 >896 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.3014-15 >971 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) -0.07 10 n!a BCDL 10.0 Cade BOCA/ANS195 (Matrix) 1st LC LL Min 1/deft = 240 Weight 553 Ih LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-9-11 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. 1-12 2 X 6 SYP SS WEBS 1 Row at micipt 6-14, 6-13,7-13,7-11, 8-11,8-10 WEBS 2 X 4 SYP No.2 'Except* - 9-10 2 X 6 SYP No 2,4-16 2 X 4 SPF Stud,4-15 2 X 4 SPF Stud 5-15 2 X 4 SPF Stud,7-13 2 X 4 SYP SS, 7-11 2 X 4 SYP SS 6-11 2 X 4 SYP SS, 8-10 2 X 6 SYP No.2 Supplementary Bearing Plates are the responsibility of the I REACTIONS 8b/size) 10=1178210-6-15 (input: 0-6-0), 17=6963/0-6-0 truss manufacturer or the buillorg designer. Max Herz 17=1055(load case 4) Max Uplift 10=-6294(load case 41, 17=-5545(load case 4) FORCES (lb) -First Load Case Only TOP CHORD 1-2=-1719, 2-3=-9815,3-4=-9760,4-5=-10931, 5-6=-9114, 6-7=-6160,7-8=-3345,8-9=-87, 9-10=-212 - BOT CHORD 1-17=1598, 16-17=1595, 15-16=8314, 15-18=9378, 14-18=9378, 14-19=7803, 13-19=7803, 12-13=5356, 11-12=5356, 11-20=3344, 10-20=3344 WEBS 2-17=-5929, 2-16=6836, 4-16=-1599,4-15=1304, 5-15=2919, 5-14=-2921, E-14=5994, 6-13=-5432, 7-13=7921,7-11=-5599,8-11=8581,8-10=-9558 NOTES I 1) 2-ply truss to be connected together with 10d Common(.148"x3'•) Nails as follows: Top chords connected as follows: 2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6-3 rows at 0-4-0 oc. Webs connected as follows:2 X 4- 1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. 2)Wind:ASCE 7-98 per BOCA/ANSB5; 120mph;h=25ft;TCDL=10.Opsf;6CDL=6-Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone,cantilever left exposed;end vertical left exposed;Lumber DOL=1.15 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. pF NEIV 4) WARNING:Required bearing'slze at pint(sl 10 greater than input bearing size. f- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8294 Ib uplift at joint 10 and 5545 QGAR Ib uplift at joint 17. BJ;,:,A% 6) Use USP THD26 (With 16d nails into Girder&NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0J i 11-10-9 from the left end to 21-10-9 to connect tussles)H115 (1 ply 2 X 4 SYP) to front face of bottom chord. {r �/ `71 / 1k 7) Fill all nail holes where hanger is in contact with lumber. B) Special hanger(s)or connection(s) required to support concentrated load(s) 2885.411a down and 3865.11b up at 9-10-15, and + Lr 1672.51b down and 1093.6Ib up at 23-10-9,and 1692.51b down and 1081.81b up at 25-7-4 on bottom chord. Design for w� _ W unspecified connections) is delegated to the building designer. LOAD CASEIS) Standard N� C7 1) Regular:Lumber Increase=1.15,Plate Increase=1.15p ti0 080u- Van: 900 (G� Uniform Loads (pit) Vert: 1-7=-100.0,7-9=-100.0, 1-10=-20.0 ROFESS1oNP Continued on Pane 2 Janus 3.2003 pWARNdNG-Verify desiyrs paranletera and READ NrrrE$ON THIS MD REVERSE SIDE BEFORE rme .� Design,valid for use only whh Mitek eannedcrs.ih6 design 6 based onry upon parameters shown.and 6 Tor on Intl Nkiaal bulking componarl to be 'InslallP]and eaded vertically. AppllcabNly of deogn paramelers and player hce,parallon of ccmpcnenl Is respon 4SIOry of building designer nal Irvcv - desfgcer 6mdnq shaven k lo•Ialeral support of Indlvltlual web members onry.AddXbnal lemparary bracing la M e slabllfry during siuclbn 6 Ihe. 1 iespo r I a a eci Ode•lulu'p`rmaa=rl blu..Irp of Ire ., elal s 121 5 e 6 Ihm reep�ndbPrV of The b Ad d Igner For general ouWance IOL ..an gial"r cen,o,s'oay,a-IM-•, cc..-br.e tlac,q r Car-`5a al" ccrdo' 9 9 .r-cC'^f ce•lor.and ll:-i1 M ",!',�n�r, Handl) g Inslolllna and!Bract"Fseomm¢ndallan avallable from Truss Pate Irsl Tale.5-v-D'Ona9b D lwe,`.fad6on,KL37 +. F v iip 6 h ob TrussTruss Type Ty y UR AD R E- RA VIEW RIVE 14320469 GRANDVW H117 ROOF TRUSS 1 2 (optional) NAS AU SUFFOLK LUMBER,MEOFORD,NY 11763,NliTek Industries, Inc. 5.000 s Dec 17 2002 MiTek Industries, Inc. Thu Jan 02 14:55:46 003 Page 2 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert: 10=-1692.5 12=-1573 7 15=-2885.4 14=-1573.7 13=-1573.7 11=-1573.7 18=-1573.7 19=-1573.7 20=-1672.5 I I I I I I ®WARNING-Vcr{Jy da gap--a k.-rte and READ NOTE&ONTffi AND RE VERSE SIDE BEFORE GSE- Design SE Design valla for use only with Mgek wnneclws lhk design It baser only upon pararrielers shown,and Is lot an IntllWdual b lming component to be Installed and Imdeol verllaalry. Appita.10 lly of design foramelers and proper Inaa,p mrlbn of component b res iibilBy of bulkling dosioner-not truss tlesbner.Emcing shown It for lateral support of Indlvidual web members only.Additional lemperary bracing to Insure stabrilly during ca dructbn b the - resp' ' 1 1 ine emcio tedtll'unY F-elmone.' bravrg of'tie .2,.[.,mclurn k IF,,r^,p^n IbifiI of the buldirg dejgn,'r.Por general gultlo, - leg p1 'alhn 9Ja oc r ae v rLw-vq-en_ _- Q,.!,"' zc.-g co`- .T .5ondD e.a '° Ev Amclrq -<Rco Ior .,d H.S Gl ed r'° m lrL H.ndlt,l1 Illlrgand BractPacammarWolbnavalobbfiomlrus Fiala lmlmle,SisD OnohF Drive.rdaa5gn,N'153719 �2ia �ti u Jab T Tura=Type Qq Ply HURTADO RESIDENCE-GRANDVIEW DRI IF I fa3za7D GRANOwl Hre "ONO PIGGYBACK 1 t on NASSAU SUFFOLK LUMBER,fAEOFOP,D.NY 11763 5.000 s pec 172002 Mi fekIrWuslries.Inc. Fri Jan 03 12x1335200;1 Pagel 4-6-5 &0.5 4-5-5 3-641 j ar II sad=sz" J � SEE".,Tek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO EdSE TRUSS ]ou ll' e.v / 3 t 2 uv= �9_15 7-9-1 0-9-15 6-11-2 TCLLLOADING(psi) SPACING 2-nil D51 DEFL ie (Inc) Vtlea PLF.TEg GRIP TCLL 300 Pla[os lrsrease 1.15 TC 0.22 Vert(LL) Na Na h11p0 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.22 VaR(1L) -010 2-5 X535 ECLL 0.0 Rep gross Incr YES W9 0.14 Hor_(TL) 0.00 5 n3 BCOL 10.0 Code BOCArAf15195 1st LC LL Idin Jfi=240 Weight 35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 541-0oc purAns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid coling directly applieG WEBS 2 X 4 SYP No.2 -Excepr 35 2 X 4 SPF Stud REACTIONS (Ib/see) 2=4BY'0.19,5-118/U33 Max Hor_2-379gwd case 3) _ Max Upfh2=-211(load case 4L 5=-245Qoad case 4) FORCES (Ib)-FmL Load Case Only TOP CHORD BOTCHORD 25=255 WEBS NOTES 1)Wnd:ASCE 7-53 per BOCA/ANSI95;120mph;h=25it,TCDL=l0.0paF,BCDL=5.0PsF Docs- ncy category ll,erpnsure,D;andwed;MwFRS gable end zone;canldaver left and right exposed;end vertical left and right axposed;Lumber DOL=1 15 plate grip DOL=1.00. 2)One RT15 USP conn tors recommended to connect Iruss to beading walls due Io uplift aLit(-)2 and 5. 3)Beveld plate or shim required to provide,full bearing surfaca with truss chord at joint(s)5. 4)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 5)Design assumes 4x2(tlal orientation)purling at oe spacing indicated,fastened to trtss TC w/2-tOJ roils. LOAD CASE(5)Standard OF NEbvY I,A 1,01 . l,- r w �Q O-0080091, ��(9 Janua 3 2003 1VARNDPG-Verilyderfgnparnsssretera and READ NOTES ONTffiSAND JRETyFgS'Y SIDE EEFOA-USE. . Design vglld for use only with Mgek conneelors.This design Is'based-only upon parameters shown,and b tot an 1ndMdual bullaing componenl to be Installed and boded vedlaally Appllcablllly or design Paramele - rW proper In cepotbn ct corn,00nanl k resp nslbllRy of buildlrq deslanei-not Iluss dedgr=r emcing shewn b for Metal suppod of IndNldual web memkoe,is only.Additional lemPcsary doting to Insure dablllly during cens.ruclbn is the ietf: I .".= a -r'o. 42., n I P-rm die brod,T of IM1 I:skp-fpr, Is the re,aoc Ibft the bulkdtna designer For general guidance - ieq a q - o...Dior yL� t;co ,-ac a.c- - _r - ° - :'s r- _ ,.. _rs HIE11 - - Randllrrg lr•IOIIIrg aM tr.Ing Recommendation ava,atk,Roto Luo Pale lnztaufe.I D Ona MO DI .M.ak.x,Ya53719. f£-2- Job Truss Truss T1Fe Oty Ply HUP.iADO RESIDENCE DRNE [4 2047 GP,ANOVh'/ H11d ROOF TRUSS 12 1 I bpna0 NASSAU SUFFOLK LUHIBER MEOFURU,NY 11763 5095 s D=c 17 2002 flUek Indusfnes.Inc Fri Jan 03 12'03:40 2003 Page t 1-6- 6-0-0 i 10-641 17-9-7 2511-0 34-0-9 1 41-1-0 4510-0 504-0 51-10-0 1£-0 4-841 16-0 7-3-7 B-1-9 111-9 737 4-6-0 4-6-0 1£-0 5:ele=t iu t 66= 2.a Er£ 6 7 a 0011_ s4.aosa1 .s1 w 3 II r Z 1313 t] 16 lJ 12 1010 Ina10= <ti= J.c= SE= n.1.= t 22 4u 0 10[I2lAIitiHi 1.12 hx11 1 Ju= 4 r 4N1�e 10x10= J.i= 10.14= 180 51-ID-0 1-0,0 640 10,60 11 17-9-7 25-11-0 34-0-9 41-0-0 45-10-0 504-0 50iip-0 1-00--00 4-6-0 4-6-0 7-3-7 B-1-9 8-1-9 7-3-7 45-0 4-64) 0.6-0 0-6-0 -0-0 Plate Offsets KYT. F6W3633, ?0-M130.32. 14:0-0-0.0.2-0. 23:0-54:F2-1 LOADING(ps I) SPACING 2-0-0 C51 DEFL in (loc) Vderl PLATES GRIP TCLL 30.0 Plates Increeaa 115 TC 0.74 Ven(LL) 0.44 N1999 M1120 1971144 TCOL 20 (TL 0 Lumber Increase 1.15 BC 0.94 Vtet { -0.6017-19 1737 h11113H 1411138 BCLL 0.0 Rep Stress lncr YES WE 0.63 H.n,TLI 0.64 14 we BCDL 10.0 Code BOCNANS195 1st LOLLMin Vtlerl=240 Weight:379 Ib LUMBER BRACING TOP CHORD 2%6 SYP No 2 'Except' TDP CHORD Sheathed ra 2-39.purfint. B-52%6 SYP SS BOTCHORD Rigid calling board,applied or 4-9-12 cc bracing. BOT CHOPD 2 K3 SYP No 2 'E ooift- WEBS 1 Row at midpt E-19,8-19 16-212%6 SYP SS,16-132%E SYP SS 2R ..s at lG p¢ 520.9-17 WEBS 2)(4 SPF Stud -E.eepl- 2-22 2)(4 SYP SS,5-20 2)l4 SYP No.2,6-20 2)(4 SYP No.2,6-19 2%4 SYP No 2 7-19 2%4 SYP No.2.3-19 2%4 SYP No.2,a-17 2)(4 SYP No 2 9-172)(4 SYP No 2.12-15 2%4 SYP SS REACTIONS (ib/size) 23=3110:'6-6-0,ti=3110/0-fi-0 - Max Hor_23={94(loatl oese 2) Max Uplift2'.+-1075fload rase 4).1-107W.d rase 5) FORCES ( First Lead 35e Only TOP CHORDD 1-2=157.2-3=-6701.}4=-T/3d.4-5=7760,56=4900,&7=3711,7£=1T/1,&3=4900.9-10=T/80.10.11=T/60,11-12=ti701. 12-13=157 BOTCHORD M-23=660.21-2c6099.20.21=6634,19-20= 52,16-19=4252,17-13=4252,16-17=6634,15-16=fi055,1115-9 . 1314=-133 WEBS 2-23=2953.2-22=6460,322=1122,3-21=939,521=1931,520=2637.3-20-1327.6-19=704.749=-792,b-19=704,5-17=1227. 9-17=2637,9-15=1934,11-16=939,11-}5=-1122,12-15=-6K.12-14=-2961 NOTES 1)Unbalanced roof lire leads have been considered for this design. �( OF NEV/ 2)Wind:ASCE 7-09 per BOCA1ANSI95;120mph;h=25ft.TCDL=10 0psf,ECRL=6.0,s.ayspanq oeagap 11.exposure D;anclos=_d:1,1WFRS gable end 4 E,cantilever left and night.,aa.ed;and vertim11e17 and nght exprsagLumber DCL-1.15 plate grip COL=1.00. PN i 3(Provide adequate drainage to prevent water ponding: �P �J /9 4)All plates are M1120 plates unless olhenvise indicated. CD r1 � 5)Two RTl5 USP connectors re=ommended to connent buss to bearing ,all due he uplift at Ii(s)23 and 14. * ,//. =d /1 <E_p`a} LOAD CASE(5)StandardBE j ;- Ul ' t Etl n *0- AR�FessaNP J2nua6 3.20 WAPJUNG-Ven fy dertgn pa4am t[ and READ NOTES ON TffiM ArM REVERSE SIDE BEFORE USE. r - Des{gn valid of use only with Mitek wnneclats.Thb design lb based only upon panamelers shown,and k for an Individual bulla lnq componanl Ic be - Inslalieo and oaded vertically. Applicability of design panamete s and prcper hlcorpomllen of ccrnponent b ie=ponslblllly of bulk hg designer-not truss deslgner.Eradng shaven§for btaral support of odNldual web members only Additbnal temp nary bracing to insure slab9lty during conslruclbn le the e;e e_lo• 4Cd anal nor en{ b•e Jrq cI IM1 m.f IF r 'co. bills I,. buil g d iqn=r For general qudan�e l leg ] J c vL�" Pa.] r cr o s u-.Y.utl.., r o.�:•y. "t n s -. _ o Ian a q1--. I Handling l 1 lingand!9 el �9eeommondvlbn available hem Trus P,eft, sllut ,aea 0 Onohb Dll.e,MaaSe n.W153719. k��'SH ita^ Job TrussTruss Type ty Fly HURTA R EN - NOW W DRIVE 14320472 GRANDVW HI ISPBA HIP PIGGYBACK 1 1 )optional) NA SAU SUFFOLK LUMBER,MEOFORD, MV 11763, MTek Industries,In c. 0 s Dec 17 2002 A4iTek Intlustries, Inc. Thu Jan 02 14:55:49 2003 Page 1 }}] 3-1-9 1 12-I1-11 16-3-2 3-2-7 -_-7 4-M2 4-10.2 t ZI-7 scale-1:2a.2 4.4= F12 3.4= 4x4= 7.00112 4 5 rr` I 2 6 1 1 �a t7 a3x4= 6 3.4= 3.4= 3x4= SEE MTek STANDARD PICGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO EASE TRUSS 0-c-14 3 5+s 12-a-15 t 15-4-15 I 1E3-2 0-e-14 2-7-5 5112 2-7-0 0.10.3 Plate Offsets(X,Y): [3:0-2-0,0.2-41,[5:0-2-0,0-2-41 LOADING (psf) SPACING 2-0-0 ESI DEFL in (loc) Udall PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.54 Vert(LLI 0.04 9 >999 101120 197;144 TCDL 20.0 Lumber Increase 1.15 BC 073 Ven(FL) -0.26 8-9 >673 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TLI 0.03 6 me BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/dell = 240 Weight: 61 Ib LUMBER BRACING TOP CHORD 2 Y-4 SYP No.2 TOP CHORD Sheathed or 4-10-10 oe purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 2 X,4 SPF Stud REACTIONS (Ib/size) 2=927/0-3-8,6=927/0-3-B Max Har_ 2=-102(load case 21 Max Uplift2=409(load case 3),6=-409(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=13,2-3=-1327,3-4=-1151,4-5=-1151, 5-6=-1327, 6-7=13 BOT CHORD 2-9=1116, 8-9=1900,6-8-1116 WEBS 3-9=360, 5-8=360,4-9=-787,4-8=-787 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per BOCA/ANS195; 120mph;h=25ft;TCDL=10.Opsf; BCDL=6.Opsf; occupancy category II;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 3) Provide adequate drainage to prevent water panding. 4) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at it(s) 2 and 6. 5) SEE NliTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard OF NEW �P �JvN G4RC7v 0 NCO �D-08009, E=Ca A9OFESS10,11 Januaa 3.2003 1 ®WARMNG-Verify d .1gn para.maters and READ NOTES 0NT8I3 AND REVERSE SIDE BEFORE USE Design valltl for use only Willi NI(ek connectors Thb design b based only upon paam 1 m shown.and Is Id an_Individual b IIUNaomP nt Ic be Inslailed and loatletl veeically. Appllcablliiy of design paramelea and pope)Incorpoiallon of component k r Pon IbMXy of buroi g deslgnei no Buss .d=lgner.Bracing shown i,fox bleial=upoo❑of IndNklual web members only Additional tempo an,b acing lo F Ire docility during condor tion k the -mo Lc Aca1'moa G+an .=n-ni b odna c!the cv� 11 vrucfxi b th ,-n�ml e resNlir, of Ise buMing cl elgne.Foi general guidance' i eaoitl'd --erl.L en-v C„ g.�_. sem_ 9 P s,.e P:e_1 ar -v ul_ r 1-1 r - HantlliralmiallBsgaMBrwlrgPeeommendalbnoAallabWVcm.imss Tale NzhialP,5u3 D'OroLb DrtAe,1.'adu \La'1c.c t6YE FC;�9R' Job Imss Truss Type Dry Ply HURTADD RESIDENCE-GRANDVIEW DRIVE 14320473 GRANDVW Hi18PBB HIP PIGGYBACK 1 1 _ - (o tionall NASSAU UFFOLK LUMBER,MEDFORO,NY 1170 ,MiTek Industries, Inc. 5.000 s Dec 17 2002 MiTek Industries,Inc. Thu Jan 02 14:55:5 Page 1 - 510-5 - - 468 510.5 - S.le=1:28.2 4x8= SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION 4.4— - - DETAIL FOR CONNECTION TO BASE TRUSS .: 3 4 . . ZrFI2 . 6 1 8 7 2.4— 2x4 II 3x4= 3x4— 0.9-14 1 6-0.1 1 10.31 15 15 0.9-14 5-2-3 - 430 51-14 0-10.3 Plate Offsets IX,YI: [3:0-6-0,0-2-41, [4:0- -0,0-2-4) - LOADING (psfl SPACING 2-0-0 CSI DEFL - in (loc) 711deflPLATES GRIP TCLL 300 Plates Increase T.15 TC 054 Vert(LLI 0.02 S M1120 1971144 TCDL .200 Lumber Increase 1.15 SC 0.46 Vert(TL) -0.05 7-8 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.02 5BCDL 100 Code BOCA/ANS195 - 1st LC LL Min I/deft = 24Weight:6016 -- LUMBER -_ - - - BRACING - TOP CHORD-2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-8 oe purlins. - BOT CHORD 2 X 4 SYP No.2 - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. -_ WEBS _I..2X4SPFStud REACTIONS (lb/size) 2=927/0-3-8,5=927/0-3-S -- - - --,Max Harz 2=201(load case 3) - - - -- - - - Max Upllft2=-343(load case 4l,5=-343(load case 5) - - - - — - !. FORCES (lb)-First Load Case Only TOP CHORD 1-2=13,2-3=-1081,3-4=-926,4-5=-1081,5-6=13BOT CHORD 2-E=922,7-8=926,5-7=922 WEBS 3-8=93,4-7=93,3-7=0 - NOTES 1)Unbalanced roof live loads have been considered for this design- 2)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.0psf;accupancy category 11 exposure D; - '-- - - -- _enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate gripDOL=1.00. - 3) Provide adequate drainage to prevent water ponding. -- - - - - - - - -- - - - - - - - - ---- 4) One RT10'USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 5- 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard - of NEfV Y Jp,N GARC�q O9ir - CE 1[J 0-OR09 - - QFESSEON - - - - - Januaro 3.9003 'A1F:U7-`."Nu W,lry design yrrr,:LeMn n.ul READ AOR*.:ON TD1LCAtiD M%XR.R11 SIDE HFWO;...I.ti:. ��•' :••y..vi :J E1.: wir &III Mil ' nr 1 „1 r i luau, ul w uh,, rn ,i e- 1 ;J b• s ::•:c'.tl tv-: I ,rfr. } i :rp•r::?v-1 a1- •L 1P , r 1 ,1:Gx:-.,:. ra:G F^.':C-q:r•, . . - , i .. F1.' nl nI•r .. - I .: . n,. . I: r.ur• :r., :r:r A.:.r- �I- , �I')' Ii'IL kie.1'L Job cuss Truss Type OlyPly HURTAD13 RESIDENCE-GRANDVIEW DRIvt .14320474 GRANDVW H119PBCPIGGYBACK 9 1 (optional) NASSAU SUFFOLK LUMBER,Mt,uFuKu,NY 11763, MiTek Industries,Inc. s Dec 17 2002 MiTek Industries, Inc. Thu Jan 02 w=522003 Pagel a-1-9 - 1 11-6-9 1- 1632 _ 46-9 }5p 380 489 4x1— scsie=I3.8 4 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION - - - - DETAIL FOR CONNECTION TO BASE TRUSS - - -7.00 F72 - - - - 2x4 C 2x4 G " _ 5 3 1 I 6 ] It7Ie�r., o - 3x4- a ;ue �a 1 6-1-9 - 15-1-13 1032 0&-6 7-0-1 - 73-1 0-10-5 LOADING (psf) 'SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.33 Vert(LL) 0-03 8 >999 M1120 197/744 - TOOL 20.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.08 2-8 >999 - - - BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 6 We - BCDL 10.0 -Code . BOCA/AN5195 .1st LC LL Min Udefl = 240 Weight:63 Ib LUMBER - - BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 5-7-12 a pudins- BOT CHORD.2 X 4 SYP No.2 - - BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. WEBS2 X 4 SPF Stud - - - - - - - REACTIONS-(Ib/slzel ;2=927/0-3-8,6=927!0-3-8 -Max Harz"2=-288(load case 21 - Max Uplift2=-380(load case 4),6=-380(load case 5) - - - - - - FORCES (lb)-First Load Case Only - - - - TOP CHORD 1-2=13 2-3=-I 154,3-4=-827,4-5=-827, 5-6=-1154, 6-7=13 - - - BOT CHORD 2-B=981,6-8=981 - WEBS - 3-8=.315,'4-8=477,5-8=-315 - NOTES - - - 11 Unbalanced roof live toads have been considered for this design. 21 Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category II;exposure D; --. - enclosed;MWFRS gable en_d zone;cantilever left and right exposed;end vertical left and right exposed;Llmlber DOL=1.15 plate grip DOL=1.00. . - 3)One RT16 USP connectors recommended tB connect truss to bearing walls due to uplift athis) 2 and 6- 4)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASEISI Standard r. _ r OF NEtV `F JpN GARCi O� r UJ_ c0 �0.08009, �(i= Sit - - _-i nuary 3.2003 - w `�F:L7Y1tiG Ver�ry rfesiyngamruLrrn rsuf lU:AD!10L'A50l iP.IS AhU IiC'i Y.M.tiT:ti1L`v SiBFORC L.Lv. yry :1•-'.;' .rl. _ Ir u;x•'1 Y rel ccr.n•v-la'• Irh e••npr a x•,-.c-Y 11y:r poo"v' ::xn.ar.0 e'Iu•en uG.Cvo.w ., •ly,l:'ul lu l- Y • I'_, Jv ci .L .vn� ,. dx A::,L I'r ul J:-'r, paln.c Ltl L• M1.' - � hn•rf�,, ur rlJel •xn'o.lr : •eu.:C�-N':' n:ll,. . . yJ • Lu.1 - �.f-r l :l r. .:r-.I. - I r - . r � I-� rSy ld'n-.. � ...'J.u.L :. .:I v.i r. Lr��11 �.- .. I 6r - %b•.,,cu:ur.9rLln:r:ly . I . - I I. .. !klk il%V {'r- 'I I Job T.. Truss Type: 5 pry Ply HURTADC,RESID69CE-GRAND\'IEW DRIVE -- 14320375 GRANDVW H119 ROOF TP.U55' o PonaO NASSAU SUFFOLK LUMBER,MEDFORD,NY 11763 5050s Dec 17 2002 MITak lndushies.Inc. Fd Jan 0312:06 072003 Paget t3-Q 6413 103-0 1511-3 22-7-10 29-2-6 3510-13 41-41 45103 - 504-0 1-10-0 I- 1 f f �� 13-043-0 43-0 SS-3 6S6 - 6-6-12 63-B SS3 43-0 4-6-0 1£1 - - - - $-B=trot rf II 3x3= s4;= 7.E3 r _ Ju�i JS 4 9 i !E y at 20 13 16 11 16 1$ -1t 1 iWIO- 4. 4x9= 5x5= L9= imil — 12 r T2 - 9x311 14 Imin d 16312 A911'9H% tWZMln9XC e 4xs= n or Is 4.s lwlo= mao- 51-10.0 .11-P 6-0.0 103-0 1511-0 E 22-7-10 252.6 35-10.13 414-0 ' 4510-0. 504-0 wii0 1-0-0 4-61 46-0 553 6d-5 6012 6-8-8 S53 43-0 43-0 0-6-0 Plate Offsets(YY): 5:0.M1-12.0.33, 9:0.34,0 -6, t3:OS-00.24. 23:0-Silp-2-4 - LOADING(psf) SPACING - 2-60 CSI UE _ - in a.) 11:10 PLATES GRIP TCLL 30.0 Plates lnvt'ase 1.15 "TC 0.67 Yen(LL) 05419 1995 L11120 15;/144 TCOL 20.0 - 'Lumber lrlcrease 1.15 SC 0.94 - Ved17L) -0.Bd 17-19 >filia - M1118H - 141/133 " ECLL -"0.11. Rep Stress lnv YES WB 091 - H.CTL) 067 13 Na " BCOL ",100j - =Code BOCA/AN5155 fsI LC LL M1Iin Vda11=240 WegM:3721b " - LUMBER - - - _ BRACING TOPCHORD ZX6SYPN..2 - TOP CHORO Sheaffiad or 2-6-7 oc Pullin. -- BOTCHORD 2X6 SYP No.2 `Escepl' BOTCHORD Rigid sling directly applied or 4-7-14 oc Gracing. 18212X6SYPSS.15132XBSYPSS WEBS ]. 1RowalmJdpt - 4-20,519,7-19,7-16,9-16 - WEBS" ' "2X4SPFStud -Excep!' .2-222X4SYPSS,5192X43YPNo.2,7-152X4SYPPb.2,7-162X45YPNo.2 - 11-142X4SYPSS REACTIONS Wsce) 23�t10,'OE-0,13=31f0iYFfi-0 - " Ms.Hort 3) 'Max UpFdi 21-1035(load Lase 4),11-1035(Imd msa 5) - FORCES (Ib)-FimL Load Case Only - - - - TOP CHORD 1-Y-15l,2-3=fi]Ot,3-0=T/E0,4-5=53fia,5a=54]9,fi-]=53]9,7-0=16]6,&9=-i6B,5-f0=T760,10.11=5]01,11-12=iS. BOT CHORD 1-23=-133.22-23=(a50,21-22=6099,20.21=6635,1320=4659,1519=5475,17-16=5379,1517=5179,1516=6615,14-15=5059. - 1}142683,12-11-133 " WEBS 2-ZS=2663,2-22=Gf90,3-i'+=-1122,3-21539,3-21=1916,4-20=Zif2.520=1322,519=1132,1119=339,]-19=0,]-1]=131,7-1 E=1121, " &1E=2103,616=2342,315=1918,10.1539,10-14=-11�J,11-14=64b0,11-13=2963 NOTES 1)Unbalanced roof rive loads have been mnslde-red for this design. - - 2)yYnd:ASCE 7-9B perSOCA/ Slg 120mph;h=25ft:TCDL=1O.OpsF;BCD1_=6OP.P.mcnency mtegjoy II;exposure D',enclosedIIWFRS gahle end _ zone;mntilever left and right eKponed;end vertical ell and right axposed;Lusl aDOL=1.15 plate grip DOL=100. 3)Prole adet,ods di-atnage to prieent water ponding. - F fVEvyr,rly _ 4)AP plates are M1120 plat EN unless erwuindicated.ndltetl - 5)Two RT16 USP connectors recommulded to connect Muss to bearing walls due to uprift at p(s)P and 13. LOAD CASE(S)Stardartl - 1 -- 0 C7 oicit pAQFESS10 P I, i{"1811-G Ser cifEa'elyn puurrelers f.nll RTN'NOT ES OY 6RIS 3.171 FFiEFSC.BOJE,uEFYIRE USE. r"y 1 V.c1,r w.1- L•.I 1 P N W u 11V L ",Hs', gr] I J" Aing canyon of 1 s• .. 11r. Sp 1 •1^ Nn L ''.1 1 o JI gcfb ml1 I - r C I.'.P g I Ping=ndrucilan IiI I 4 Fc19_narcl 9.ld: - _ -c ii,;4 rr-l.xrd=..: 'wl P DO=OIIbDb Modkor. KI53]IJ - L- Ytl11. [�.rr". o Truss runs ype Uty My HURTADO R N - DVIDRIVE -14320476 GAANDVW H119PB PIGGYBACK 1 1 (optionap NASSAU SUFFOLK LUMBER,MEDF RD, NY 11763,MiTek Industries,Inc. 5. s Dec 17 2 MiTek Industries;Inc. Thu Jan 02 14:55:54 00 Page 1 2-ao - 3.4= - - Scala:1-11 3 SEE M�fek STANDARD PIGGYBACK TRUSS CONNECTION - - DETAIL FOR CONNECTION TO BASE TRUSS - . - 7.06 t2 4 2 I; 2x4= 2x4= - o-g.15 4-2-2 58t I 0-0-1s 3-4-3 0815 Plate Offsets(X,Y): [ :0- - ,Etl e - LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/dell PLATES GRIP - TCLL 30-0 Plates Increase 1.15 TC 0.06 Vert(LL) n/a - n/a - M1120 249/190 - TCDL 20.0 Lumber Increase 1.15 BC 0.06 Vert(TL1 -0.00 _ 2-4 >999 - BCLL _ 0.0 Rep Stress Incr -YES WB 0.00 - Horz(TL) 0.00 4 n/a - - BCDL 10.0 Code SOCA/ANS195 - 1st LC LL Min I/dell = 240 Weight: 14 lb LUMBER - - - BRACING - TOP CHORD 2 X 4 SYP No.2 - - TOP CHORD Sheathed or 5-0-1 oc purlins. ' BOT CHORD 2 X 4 SYP No.2 - - _ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS -(lb/size) 2=252/0-3-8,4=252/0-3-8 _ Max Harz 2=-70(load case 2) -- - - - - Max Uplift2=-136(load case 4),4=-136(load case 5) - - FORCES (Ib)-First Load Case Only TOP CHORD 1-2=13,2-3=-13B,3-4=-138,4-5=13 _ BOT CHORD 2-4=114 - — - - - NOTES - -- _ 7) Unbalanced roof live loads have been considered for this design. - - - -- 2)Wind:ASCE 7-98 per BOCA/ANS195;120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumb_er DQL=1.15 - - - - - - plate grip DOL=1.00. - - --il - 3) One RTI 6 USP connectors recommended to connect truss to bearing walls due to uplift at ji(s) 2 and 4. - 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS - LOAD CASE(S) Standard -- - --- - of NEFw y �P JPN GM 09 ku SFO � �0 OSOOg, v �90FESGFONP `- Jartua 3 2003 ` ` �WARMNG-VcrVy dn,Ign pumm tC and READ.NOTES ON=!3 AND 14EYER9E S®E EEFOHS use Dt i, valid for are anly Xh-MR k nest s.Thk deslan k based only upon pa orntei oho n d k f tr Id a of I MU I to -Inst Iled and loaded vedbsNy �APPlbdbl9ly of desgn paramele -and Proper hoolpo Ib -ol- pesp onent Is ron.. my of bulldl. n ; l y -' C r .f ➢:. r-4lill .. n,•• l ..r- Eb _Item Por Nbra.;r I -,'o. l ... t, I— T' • .. . - • • - �r•� r ,. ur: l -••1 i z+D onaebDl e,M .n LFEE'E'w Kl . GAN�D cuss Truss Type Qty y HURTAD IDEM - RANDVI 1 - 14320477 W H720 ROOF TRUSS (optional) NASSAU 5UFFULK LUMBER,MEDFORD,NY 11763,MiTek Indus Vies,Inc. 5. 0 s Dec 77 2002 MiTek Industries;Inc. Thu Jan U2 14:55:56 ZU03 Page 1 4 10- 130--5 19e9 25-11-0 I 32-1a I 0-E 11 141-4-u 45-10-0 [ saki-lo-0 1-6-0 46-0 4c-0 2-10s 6-0-6 E-2s 6-2-6 s 4 2-10--5 4qo 45- 1b0 Sine=1:90.3 .. _axs_ 4x6= - - 2x4 11 - 5x6= 2x4 11 - 4x8 G 5 . . 6 - _ 7 B - 9 to .7.00 12 4 \ 4x5 i 4x5 3 12 1 224 23 22 21 20 19 16 1; 114 II d: 25 10x10= 4x5= 4x9=_ 2v4 117x0- W8= 4n6= _ 4x5= 1M10= 16 ITIn 90x12 hIIItEH9 - - 10x12 h11H3H� 4x5= 26 l5 •.4x5_-- 4.00 1z - - - - 10x1D= 10x10= 1-6-0 51-10-0 10-6-0 13-1-5 laea 2x11-0 - - 32-t0- I 0-5-5-11 1410--0 i 45-10-0 50-1-o salo-a 1-0-0 4-6-0 v46-0 2-105 6-14 E-2S .6-2E 644 2-10--5 4-&0 4bo 046-0 0.60 14}0 Plate Offsets(X,Y): [5:0-5-4,0-3-81,[9:G-0-0,0-0-01, [10:0-5-4,0-3-81, [15:0-5-0,0-2-41, [18;0-0-0,0-0-01, [19:0-0-0,0-0-01,[26:0-5-0,()-2-41 ` LOADING (psf) SPACING 2-0-0 CSI DEFL in (loe) I/deft PLATES -GRIP TCLL 30.0 Plates Increase 1.15 TC 0.77 Vert(LL) 0.75 21 >782 M1120 197/144 TCDL 20.0 Lumbarincre3se ,1.15 BC 0.94 Vert(TL) --1.08 _ 21 >544 M111118H 141/138 BCLL 0.0 Rep Stress Incr YES Wa 0.86 - HorzrrIJ 0.73 15 n/a - BCDL 10.0 Coda BOCA/ANSI95 - 1st LC LL Min I/deft = 240 Weight:369 16 LUMBER - - BRACING - - TOP CHORD --2 X 6 SYP No.2 '- TOP.CHORD Sheathed or 2-5-2 oc purlins. - - 1 80T CHORD,2 X 6 SYP No.2 'Except' BOT CHORD Rigid celing directly applied or 4-5-11 oc bracing- -VO-24 2 X 6 SYP SS, 17-20 2 X 6 SYP SS - _:- WEBS 1 Row at micipt - 5-22, 10-19 }VLBS --:-2 X 4 SPF Stud 'Except* - _ 2-25 2 X 4 SYP SS, 5-22 2 X 4 SYP N0.2,7-22 2 X 4 SYP No.2 - - - "r - -7-19 2 X 4 BYE No.2, 10-19 2 X 4 SYP No.2 - - - -.13-162 X 4 SYP S5 - - - - - REACTIONS (Ib/size) 26=3110/0-6-0, 15=3110/0-6-0 - '--Max Harz 26=:522(load case 2) - - - -- - - ._ Max Up1ift26=-I 124(1oad case 3), 15=-I 124(load case 2) - - - - - FORCES (lb)-First Load Case Only - - - - - -- TOP CHORD 1-2=157,2-3=-670213-4=-7780,4-5=-6191,5-6=-6820,6-7=-6820,7-8=-6820,8-9=-6820, ' 9-10=-6820, 10-11=-6191, 11-12--7780, 12-13=-6701, 13-14=157 BOT CHORD 1-26=-133,25-26=-660,24-25=6099,23-24=6636,22-23=5379,21-22=7293,20-21=7293, - - - - 19-20=7293, 18-19=5379, 77-18=6636, 16-17=6099, 15-16=-660, 14-15=-733 - WEBS 2-26=-2BB3, 2-25=6480,3-25=-1122,3-24=939,4-24=1898,4-23=-1980,5-23=15'09,5-22=1816, -- -6-22=-608, 7-22=-602,7-21=124,7-19=-602,9-19=-608, 10-19=1815, 10-18=1569, 11-18=-1980, -- - - -- ---- - -`-- 11-17=1898, 12-17=939, 12-16=-1122, 13-16=6490, 13-15=-2883 NOTES 11 Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10,Opsf;BCDL=B.Opsf;occupancy category II;exposure D; enclosed;MWFRS gable and zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 - plate grip DOL=1.00. - - - - - 3) Provide adequate drainage to prevent water ponding. - 41 All plates are MII20 plates unless otherwise Indicated. - _ - - - _ !! OF NEW 5)Two RTI 6 USP connectors recommended to connect truss to bearing walls due to uplift at Ms)26 and 15. y LOAD CASEISI Standard _ _ - -' - _ _ �,�P �JPN Ggq�,iy Q n 0-0.OSD091 ��CT 0 St _ :Janna 3 2003 ':' -.®WBAMNG Vm:fy design par ime d READ NOTES ON TEgS AM1D RE VERSE SD)C BEFORE E S . Dr:q- raR]4.1 v+cnir nxn M1lltex .:cr n^cl]I rre.]even E o0-ea only vocn Fela Tel¢ sip n and k 1-]r or.U0- L- o d.]t ]ccm .n I ne e a.tl batla]u=nmRr APpGceetl4r er tl.>air Je orcin tl P e,c v oua4.n Cr mpaxnl e I zn]t4n/.I[1,r N I � - - - o-]•r-.r er ]I-,.-. ri _Ir4.p,]I v,-e oe-c !, a, vinpee peo-rvil ] 4rtl ] � I rte P.relra '�on,aerA eros nc Gx..mn.ertlall]n]. .a LI"._Iw , IY�IIrl�'i�1 i Jgb cuss Truss Type ry PlyRTAD RESIDENCE- RANDVI WDRIVE 14320476 GRANDVW H720PB PIGGYBACK (optional) NASSAU SUFFOLK LUMBER, MEDFORD,NY 11763,Polff k Industries,Inc. 5. 00 s Dec 77 2002 un iek Indusrries,Inc. Thu Jan 02 14:55:57 200Y Page 1 5-0-14 - - 1 10-1-12 5 14 - 5414 1:19.4 3.4= a - SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 7.00 F12 4 2 5 ` (7 2x4= - zc4= 0-10-1 - 9-a-it I 10.1-12 0-10.1 8-5-10 0.10.1 Plate Offsets(X,Y): [ -2-O,Etl e) - LOADING (psf) SPACING 2-0-0 CSI DEFL in Bocl I/dafl _ PLATES GRIP TOLL30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M1120 2491190 TCDL 20.0 Lumber Increase .1.15 BC 0.38 Vert(TL) -0.17 _ 2-4 >574 BCLL 0.0 _ Rep Stress Incr YES WB O.DO Horz(TL) 0.00 4 n!a BCDL 10.0 Code SOCAIANSI95 1st LC LL Min Well = 240 Weight 30 Ib LUMBER - - BRACING - TOP CHORD 2 X-4 SYP Not - - TOP CHORD Sheathed or 6-0-0 oc purlins. BOT,CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS (Ib/size) : 2=560/0-3-9,4=560/0-3-8 - - - - - Max Hoa 2=-770poad case 21 - Max Uplift2=-247(load case 4),4=-247(load case 5) _ FORCES (Ib)-First Load Case Only TOP CHORD 1-2=13, 2-3=-391,3-4=-391,4-5=13BOT CHORD 2-4=333 NOTES 11 Unbalanced roof live loads have been considered for this design. - - - 2)Wind:ASCE 7-98 per BOCAIANSI95; 120mph,h=25ft,TCDL 10.Opsf BCDL=6.Opsf;occupancy category 11 exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposeci;Lumber DOL 1 15 - - - plate grip DOL=1.00. = - - -I - - - - - - - -- 3) One RT16 USP connectors recommended to,connect truss to bearing walls due to uplift at jt(s) 2 and 4. - 4) SEE lvliTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard OF NEbt,y �P JPty G IRQCD � EC M uJ cz *0.0800,21,", F.= - v ®WARNING-Verify deaignpa>ameters and READ-NO'T'ES ON,TffiS AND REVERSE SmE BEFORE - DrJgn valld for use only wilh MR k con actors Ink design k based only upon poiarnefers down,and k for an IndNIduel bulkllnq component b be Inst Ilzd and boded v Ibalty. Applle bRHy of desb palamelea and proper ln.poralbn of component k r ponsRAaly of bulldbsa deslgner n 1 k. - " desb i Bsadna hewn k icr bl r 1 ppotl of IrWNbu I web be s only.AtldHb of Temporary bradnq to Insure slabllllydurina candm Ilan k the le-o J II"y - N fa-Atl]HL.a p=son b, IrC �I_I II 5-1-cl k re.,poT IIH -1Fe bIldlrg d sign For 9 neral g ki ce -- - - -iea id g l \.cl q alit eorl ��cge a n Iron I '- b_Bu rt tt rd.K P-B9 r .-5 p-n rd .' " -Handling lnsiallirvjorW Braelclg Bocemmendvlbn dibble lromT PlalelnzlXul Sa3C'Omlrb OiWa-htddkcr,Wl..a719.'- k�+f ��e` - o runs cussType ty ly U R IDE - A EDRIVE GRANDVW H127 ROOF TRUSS - 1 3 14320479 laptipna[1 NASSAU UFF LK UMBER, MEDFORD,NY 17763,bliTek Industries,Inc. 5.000 s Dec 17 2002 MRek Industries,Inc. Thu Jan 02 74:55:59 2003 Page 1 18q 51-9 a-93 10-9-7 1511-2 20-11-1 '25-11-0 30.10.15 3510-16 4109 �I 46- 15 5 o 1-io-0 180 }]-9 3-0S 204 `✓1-11 4-11-15 4-11-15 411-15 - 4-11-15 51-11 -2-0-4 3-7-9 - }]-9 1E-a -- Scale='1:90.3 7x10&IIIISH= ' zxa 11 - um wln6H= - -2x4 II 4xa= 7x8 MII16H W6= 4xa= 2x4 II I i 7.00 F12 4x6 4 5 6 - 7 a 9 10 11 12 U5;Z - . 4- 13 NIII 4x54 II 4x5 C 3 14 2 151e - - .� -- '. .- - - o -29 3127 -_ 32 33 26 3a 35 25 36 37 2423 3a 22 39 40 21 41 42 20 - 19 l 'd 29 ]xa hllltaH= 4x10= Special 2x4 11 7x I0 PJlI18H WB6 214 11 4x10= bperial ]xa kill = 18 30 7x12 - axa= Special Special - 4xa= Special Special Special axe= 7x12 17ax5= - Special Special - Special 5 eoal Special'4x5= 400 12 p Spacial 5 I Sped - - 10x10= _ 10x10 Special Specal Special Sp l = 1-0-01 61-9 1 8-9� 110-971 1511-2 -1 20-11-1 1 2511{1 1 30-10-15 1- 3S1a14 41-0-9 p3 13 4686 I Sili05]rD0 . 100 }7-9 3-X5 2-04 5-1-11 4-11-15 4-11-15 .4-11-15 4-11-15 51-11 2-0a 3-7-9 57-9 0-60 0-50 10D Plate Offsets(X,Y): (5:0-7-0,0-3-121, [12:0-7-0,0-3-12],[17:0-5-12,0-2-121, [19:0-4-0, -4-8L 128:0-4-0,04-91,[30:0-5-12,0-2-1 1 LOADING (psfl SPACING - 2-0-0 CSI DEFL in floc) 1/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.79 Vert(LL) 1.62 24-25 >361 M1120 1971144 TCDL 20.0 Lumber Increase 1.15 SC 0.94 Vert(TL) -1.46 2.4-25 >401 M1118H 1411138 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) -0.90 17 We BCDL 10.0 Code BOCAlANSI95 - ,(Matrix) 1st LC LL Min I/deft = 240 Weight: 11091b LUMBER - - - - -BRACING TOP CHORD 2 X 6 SYP SS- - - TOP CHORD Sheathed or 5-1-5 oc purlins. - BOT CHORD 2 X 6 SYP SS 'Except' - BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. ' .;1-302 X 6 SYP No.2,16-172X 6 SYP No.2 . WEBS "- .�2 X 4 SPF Stud `Except' - --'2-29 2 X 4 SVP SS,5-26 2 X 4 SYP No.2,7-26 2 X 4 SYP No.2 - .`-'7-24 2 X 4 SYP No.2, 10-24 2 X 4 SYP No.2 - - - - - -- --10-21 2 X 4 SYP No.2,-12-21 2 X 4 SYP No.2 _ - �.15-18 2 X 4 SYP SS REACTIONS (lb/size) 30=9855/0-6-0, 17=894510-6-0 Max Herz 30=-423(1oad case 2) - - - - Max Uplif:30=-7763(load ease 3) 17 -730e(load case 2) - FORCES (lb)-First Load Case Only TOP CHORD 1-2 2893,2-3 20955,3-4 27650,4-5=-24619, 5 6=-28731, 6-7=-28729,7 8 33370,B-9=-33370 910=.33370, 10-11=-25877, 11-12=-25979, 12-13--22366, 13-14=-24896,14-15=-18959, --- -- - - i 15-16=-2609 - - - - - BOT CHORD 1-30=2708,29-30=1117, 28-29=1 87 68,28-31=23578,27-31=23575,27-32=21704,32-33=21704, - - 26-33=21704, 26-34=32729,34-35=32729,25-35=32729,25-36=32729,36-37=32729,- - - - - - - 24-37=32729, 23-24=30613,23-38=30613,22-38=30613,22-39=30613,39-40=30613, - 21-40=30613,21-41=19712,41-42=1971 2,20-42=19712, 19-20=21241, 18-19=16964, 17-1B=7003, - 16-17=2444 - - WEBS 2-30=-8533,2-29=1 6640,3-29=-4425,3-28=6101,4-28=4610,4-27=-3'003,5-27=5899,5-26=8855, 6-26=-159,7-26=-5107,7-25=2097,7-24=819,9-24=-443, 10-24=3520, 10-22=1002, 10-21=-6046, -- - 11-21=-210, 12-21=7772, 12-20=5518, 13-20=-2985, 13-19=3801, 14-19=5417, 14-18=-3963, 15-18=15058,'15-17=-7750 _ - - NOTES - - _ - OF NF� 1)3-ply truss to be connected together with 10d Common( 148"x3"1 Nails as Follows: - - �( Top chords connected as follows 2 X 6-2 rows 3t 0-9-0 oc- Bottom C Bottom chords connected as follows-2 X.6 2 rows at 0-4-0 oc- Webs e Webs connected as follows:2 X 4-1 row at 0-"oc. 27 Unbalanced roof live loads have been considered for this design. 3)Wind.ASCE 7-98 per BOCA(ANSI95; 120mph h=25ft TCDL 1O.Opsf BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone cantilever left and right exposed;end vertical left-and right exposed;Lumber DOL=1.15 - plate grip DOL=700 4) Special provisions shall be made by the building designer to allow for 0.90m of horizontal movement due to live load and ?5f LU 0.82in due to total load 51 Provide adequate drainage to prevent water pending. '' - e - - (p 6) All plates are M1120 plates undess otherwise indicated. '- '- - ;A� �O.UBOOD'1 rG� 7) Provide mechanical connection lby others)of truss to bearing plate capable of withstanding 7763 Ib uplift at joint 30 and 7306 A It,uplift at joint 17 - - '9Q NP FES SI O Continued on a �e2 - - - - -Jinue 3 2003 _ ®WARNING DYertlydedgripefcrsand RSi11G1CS G Y LSA1rJ FYLFN\Y til' RYYGMC =1,2., 1 1, csgn vend for use onN wVh Mrt fekk mnneclor Thkt lx 4 L'. F r e _i:C.e__ __ _-q o:-.I.' L iL L :1 L- . . Yai�J,-.Ji... i.. i : w- k Ue I ..oni'ir • •-. .ii a _ _,_ ._.,__,_ .... �,. •I' ., • C1f 11 .'�.':�'. 7. . 7 Job russ russ ype Cry Ply HURTAD I - A D IEW DRIVE 3 14320479 GRANDVW H121 ROOF TRUSS � 1 - (optional) '- NAS AU FFOLK LUMBER,MEDFORD,NY 11763, MITek Industries, Inc- 5- s Dec 17 2002 Tek Industries, Inc. Thu Jan 0 14:55:59 2003 Page NOTES - 8) Special hanger(s)or connection(sl required to support concentrated load(s)) 086-516 down and 1015-516 up at 10-t-10, 809-41b down and 732-11b up at 11-0-4, 909.41b down and 732-116 up at 13-0-4,809-4lb down and 732-116 up at 15-0-4,809.41b down and 732-1Ib up at 17-0-4, 809.416 down and 732.1lb up at 19-0-4,809.41b down and 732-116 up at 20-11-8,809-41b down and 732.Illb up at 22-11-8,'809-416 down and 732-116 up at 24-11-8,809-41b down and " 732-11b up at 26-11-8.809.4lb down and 732-11b up at 28-11-8, 218.414 down and 435-01b up at 30-10-6,218-416 dawn and 435-01b up at 32-10-6,21944b down and 435.0Ib up at 34-10-6.218.41b down and 435.Olb up at 36-10-6,and 809-41b down and 732-I1b up at 3B-10-6,and 1716.91b dawn and 1679.816 up at 40-10-9 on bottom chord. Design for unspecified connaction(s) is deleg ted to the building designer- - LOAD CASE(S) Standard - 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 - - - Uniform Loads(plf) - - .-Vert- 1-5=-100-0,5-12=-10.0-0, 12-16=-100-0, 1-30--20-0,26a30=-20.0, 19-28=-20-0, 17-19=-20.0, 16-17=-20.0 Concentrated Loads(Ib) - - - Vert:23=-809-4 27=-809-4 25=-809.4 22=-218-4 20=.1716-9 31=-1086.5 32=-809-4 33=-809-4 34=-809.4 35--809.4 36=-809.4 37=-809.4 38--809-4 39=-218-4 40=-218.4 41=-218.4 42--8094 I I 4 I AWARMNG m V rW deslgrtpattsarekerr and READ NOTES ONTBS AND REVERSE SIDE BEFORE.OSE. 'De Igo vaild Ipi use only wMh MHek wnne w&lhls d dgo 6 based only upon porometea shown antl Is Iw on IndMdual butdlna c mponenl I be InSlotled a d boded vedbaRy AppRmbRlly cl tlesla p¢ ele and P¢per b poi Ibn al m ponenl k rczponsC>mIY of WOtlFIa de ignar nal Ilu "tlesla R 1 a shown b f r otel I supparr or IhdNklu I web members only AddHk;nol Iem,oro,ybecTng to N ale dabRRy daMa conslmctbn Is In. I vrp. leo In. �ddit c1.1 sLu I Ir -pi ISIrc ltll G RCI q d :ta. F-rQer.2FaT -5aactdl 4 r¢blbgLL 9ya i_eo 'nl,s uay.a_II r' eleclwn a - J �re ec I _-Eu sr ndo!q CSF 6 ¢ Ing IL: ¢ -'�- 9 ,e_"� " Hondling lnstdlllrg nG Rrodrg Pecommontlafbn avall¢Ele hom iru -Rale lns}R�l .ASD OrwFb Dtl e.Madsen WI53J14 - _, - Mil ile Job I Truss— Truss I ype - ty :Z0QZJ H R A RESIDENCE- W DRIVE .- 14320480 GRANDVW H121PB - PIGGYBACK 1 (optional) NASSAU SUFFOLK LUMBER,MEDF RD,NY 117 3,MiTek Industries,Inc. 5. s Dec 17TekIndustries,-Inc. Thu Jan 02 14:56:01 2003 Page 7 4-52 + 7-6-11 10-6-7 F 151-9 - 462 - 31-10 3140 4-52 - �fe 4x4=- 4 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION} - - - DETAIL FOR CONNECTION TO BASE TRUSS - 6 3 . . 6 2 - 7 0 6 6 3.4= - 3N= 3.4= 0-10-a7812 _ _ _ 14-311 h8 0-10-0 6a-12 e2-16 a -14 LOADING (psf) - SPACING 2-0-0 CSI DEFL in floc( I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vart(LL(_ 0.02 B >999 11,11120 1971144 TCDL 20.0 Lumber Increase 1.75 BC 0.35 Vert(TLI -0.06 2-8 >999 'BCLL 0.0 Rep Stress Incr YES - VB 0.19 Harz(TL) 0.02 6 n/3 BCDL 10.0 Code BOCA/ANS195 Tat LC LL Klin I/dell = 240 Weiaht 56 Ib - LUMBER - - _ BRACING - ITOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 5-11-5 oc purlins. - I . BOT CHORD 2 X 4 SYP Not BOT CHORD Rig d ceiling directly applied or 9-9-2 oc bracing. WEBS --2 X 4 SPF Stud REACTIONS (lb/size) -2-859/0-3-8,6=659/0-3-8 Max Harz 2=267(1oaci case 2) - Max Upllft2=356(load case 4).6=-356(1oad case 51 - - FORCES-•(I b) First Load Case Only - - - TOP CHORD 1-2-13,2-a 1059,3-4=-759,4-5=-759,5-6=-1059,6-7=13 BOT CHORD - 2-B=399,6-8=899 - - - - WEBS --38=-287,4-8=437,5-8--287 - - - - - NOTES 1) Unbalanced roof live loads have been considered for this design- 2) Wind:ASCE 7-98 per BOCA/ANS195; 120mph;h=25ft;TCDL=10 Opsf;BCDL=6 Opsf;occupancy category 11;exposure D - - enc(osed;MWFRS gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.15 - plate grip DOL=1.00. - - - - - I 3) One RT16 USP connectors recommended to-connect truss to hearing walls due to uplift at jt(s) 2 and 6. - 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION_DETAIL FOR CONNECTION TO BASE TRU LOAD CASE(S) Standard - ��Q./)JPS 1;q 0 ,gc`9 r L .08 pROam FES$SONP = ®W.4R11Q1"7G Ver{(y deslgnpva¢nreters ard READ NOSES ON?ffiS AND REVERSE SIDE 8EtY1R-.USE. Dedgn V b W use only with MRek canned K lhls design k t,osed only upon poi meree,shown.and Is for an Ind hidu I b Ming pompon nl I Eo ti I ded and loaded v dbally APPBcablllty of tlrJgn parameters and proper Incerporolion of ccmponenl k responabdMy of b Ildlrlg deslq r I I us= _ d,4,.,:Br.cIn, h n k lar Id,.1 supper)of Hd fdual w b membe s only Addab cl lempd ry IwaoM9 1 truure dablllly d iBq cand uclbn k the - o Ia 1`=e �eli sr.elme 5 inr zL. iaf �`e : dalacFoirecdo Hardllnnp mar6.a'ri„qumly xf.ul aorage d- n.`l =1.-,and ci "T a vi g. ,`a d C .9r Z=;.-, -- CIA L., '" gliufalllrg ontl Braclrg Br:cemmentlallm ovalldblek iru.s Plale In 111 - Sa3 D'Gn Ib OIve,1Aa^k^ 1LI53JI= c,.a YF�S� �.�EC: e ._'. Job True- T.Type Cry Ply HURTADO RESIDENCE-GiRA.14 IEW DRNE GRANDMI Ht22 ROOF TRUSS `. 1 1 _ - - (optional) - NASSAU SUFFOLK LUMBEFy 1,1EDFORD,NY 11763 -. 5.000 s Dec 17 2002 hlliek IntluSlrl Inc. Fri Jan 0.i 1206 31 Page 1 6-6-3 10414 tE-0 5-0-3 3-6-11 - _ bare=cx2 - y - me o '.Fie 3 a./ 2 a _ 5 f1 9e= 3xa Q m1= —Fie m II Ss5= 1-0-0 07" 6 3 10414 - r:1-0 D 41 - 543 3E 11 - Plate Offsets (X,, t0-e-0.0-1-1. 1:0.05.0-0-2 LOADING(p5F) SPACING - "240 CSI DEFL in (Iec) `Vdell - PLATES GRIP - TCLL 30.0 _. Plates Increase -1.15 TC 0.46 - _ Vert(LL) 0.01 6 1999 - 1,11120 - 1971144 TCDL - 260 - Lumber Increase -1.75 ec 0.14 V.n(TL) -0.04 F] 1599 - - - 6CLL . 00 - Rep Stress Ina -YES WB 0.25 _ Hos(TL) -0.01 5 WE 13CDL 100`- _ Code EOWANS155 - 1st LC LL Min Vden=240 - - Weight 521E _ LUMBER - - BRACING - TOP CHORD 2 X4 SVP 14o.2 - - TOP CHORD She ilhed orfi-0-0 M,P.dino, el¢eptaW verlim5.BOT CHORD 2X4SYPNo.2 J - EOTOHOP,D Rgia cedng directly applied or E-0-0 cc bracing. - WEES - 2 X 4 SPF Smd - - - - - - - - WEDGE - - - Left:2 X 4 SPF Stud RE tCTfONS (lalsise) 5=i90Mlechanrval ]=]021,60 - - Max Hoz]=459(Icacl nse 3) ,hlax UP1r115=-320(ked 4) T=310(Imd rose 4) FORCES (Ib)-Fief Lrbd Casa Ony - -r - - - - - - - TOPOHORD 1-2=13],23=-156,3-k=0,45=1633 BOTCHORD - - WEBS - -2-]=5]9,2-0591,3655, NOTES 1)Wi d.ASCE]-9e per60CA/ANSM5.120mph;[ SIE.TODL=10.0psf;BCDL=o.0psi;=pare,,mlegoryll;expa:.ure D;wrdmed;I.IWFRS gable End za m;mntilever left and nghf exposed;and verfical leftand nghl.exposed Lumber DOL=1.15 plsie grip DOL=1.00. - 1 2)Refer to girder(s),for hum to truss connedfons. - 3)Provide meal aNml mnneahon(by othe e)of tr 4 to b a nng plate capable of wiftendng 32D Ib upfrfl aLJoint 5. - 4)One RTI 6 USP rmneclors rEcommerced to coisr e ,Irks W Wang wGl s due to uplift a1 it(s)]. - - LOAD CASE(S)Slanrnrtl -- - _ pF NEl y Y - CO ,�P �9 9� a N�`o �0 pA�FESSI - - januaEj3,2003 _9P WARRDO7G Ver[I a design parmrs eteaura READ NOTES ON TMS A.VD REVERSE SIDE BEFORE USE- - -Dezgn.1 br use oNy with MRek ceonneabxs.This design Is based only upon Faromel s stn wn and is for an Indlvidual building component to be - -- Installed and leaded v4dibaft. APpllaoblhryof dedgn perarrI rs and proper I pdaeon or component Is respon telfty of building deslre. r I desIgnor.Ero,lng-pawn Is for Ialeral sr7 d of hdMdual web membE,re only.Adefillonal I mpor W twocing to Insure dabirl,during d Ik nb = _ e a`2 .I the oiecl, A:ddi:bae ral Faohenr bracing or Pre"c a l of uo u e is .. - ,LIMY -1ne ECIC,g cf,' ne,For Jane _i g res ng laeree.Vx,qucl Y coni rag=.C=I ere..rl, arc traclrg .�ccres O= rY der,DSS 69 E ::g Sp V - o rHandling Im1alling and Brooing Arc rrda7bno Mable from Irunz Plale Instltule 563 D Onohb D I e:Madlsan,WI53719 _ L' e `ob Truss runs ype y ly H ADO RESIO - DVIEW D IV - - 14320482 GRANDVW H123 ROOF TRUSS 1 1 - - - (aptionall NASSAU SUFFOLK LUMBER,MED RD,NY 11763,M.Tek Industries, Inc. ;5.000 s Dec 17 zuw M.Tek Industries, Inc. Thu Jan 0214-56:03 200 Page 1 s -36-5 94-14 _ %-3 - &6.11 . . 2x4 II SOW_=133.0 3 '.zoo 1z - - - 3x10 i 2 _ 2x411 _ l _ of 5 4 rN 6 4x4= _ 4.00 Fl2 . .. 3-6-s 8-0-14 3-6� SG1t I LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) Udell - PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.67 Vert(LL) 0.02 5 >999 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 _BC 0.26 Vert(TLI -0.06 4-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 BCDL 10.0 Code - BOCA/ANSI95 -' 1st LC LL Mn I/dell = 240 Weight 49 Ib _ LUMBER - - - BRACING - TOP CHORD 2 X 4 SYP No.2 - TOP CHORD - Sheathed or 9-G-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS - 2 X 4 SPF Stud - - - REACTIONS Ab/size) 4=527/Mechanical,6=527/Mechanical - - Max Harz 6=485(load case 3) - - - - Max Uplift4=-337(load case 4),6=-157(load case 4) - iFORCES (Ib)-First Load Case Only - TOP CHORD 3-4=-263,1-2=0, 2-3=0, 1-6=-176 BOT CHORD 5-6=619,4-5=567 - WEBS 2-5=284,2-4--604,2-6=-780 - - - - - i NOTES - - - 1)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category Il;exposure D;_ enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 £plate grip DOL=1.00. 2)Refer to girder(s)for truss to truss connections. - — - - - - - - - 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 337 Ib uplift at joint 4 and 157 Ib uplift at joint S. LOAD CASE(S) Standard - - II - OF NEIpV LU a R9�FEssioNP _ - - - - - - - - - Janna 32003 -- _AWARNING-Verify dealgn parameter o.d READ NOSES ON THIS AND REVEFLSE SME BEFORE USE - - - Deslan void lar use only win MRek cchneclwz This tleslgn b based only upon perametea,dawn and Is I.,an IndMdual buldhp compon nl I.; be trslclled and loaded verlk:aM ApplOobBlly of design param I s and proper hzcip atbn of corn onenl Is resporsbMy of bull na deslanei not 1nzo, - "designer.Braclnq shown b 1 r lateral sup,00d of Indvidual web members only.AddXbnal temporary bracing to Insure stabnlly du ing construction Is 1ne _ W In Atld 1 l - C 9 1 fLci k IFE IP=W O Y 11.`:_ t a tl =Ln F.a�'21aV Q Id _ 5pp�g g f �g -" Hantllfna lnsclelllrfgl end Brxing Peclwnmontlalion avallabla lrom trud bracing, consj%Q5--so bDLl! Rlotlknn 5;-Z9 9 -n3 ?x E}I8 e, ltl8kG�3r '�'.I Too cuss Truss Type city Ply AD RE ID - A V c DRIVE 14320483 GRANDVWAH124 ROOF TRUSS 1 1 - (optionall - NASSAU SUFFOLK LUMBER,MEDF D,NY 11763, MiTek Industries, Inc. 5.000 s Dec 7 2002 MiTek Industries,Inc. Thu Jan 02 14:55:04 2003 Page 1 1b3� 338 1-a-3 3-46 3-eE - 2x4 II Berle=1:33.0 4 7.00 1Z 34i 3 3x1 i 1 i 6 5 Io 7 5x12— 2.4= 1 4x4 x.00 F12 - - 1-fr-3 1-6-3 7011 LOADING (psf) SPACING 2-0-0 cSl DEFL in (fee) I/def[ PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL). 0.01 6 >999 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.33 - Vert(TL) -0.16 5-6 >639 BCL- 0.0 Rep Stress In,cr YES WB 0.21 HurzlTL) 0.01 5 n/a BCDL 10.0 Code BOCA.rAN5195 1st LC LL Min lideu = 240 Weight:51 Ib LUMBER - BRACING - TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals- BOT CHORD 2 X 4 SYP No-2 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. - WEBS - 2 X 4 SPF Stud - - - - REACTIONS (Ib/size) 5=527/Mechanical,7=527/Mechanical - `Max Horz 7=SO9(load case 3) - - - - - _ Max Uplifts=-334(load case 4),7=-159(load case 4) - FORCES IIB)-First Load Case Only - - 4 _ TOP CHORD 4-5=-182, 1-2=0,2-3=-547,3-4=0, 1-7=-76 BOT CHORD 6-7=499,5-5=276 WEBS 2-6=54,3-5=-387.3-6=263,2-7=-760 - NOTES - - 1)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category II;exposure D;,.- enclosed;NiWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exp_osed;Lumber DOL=1.15_ plate grip DOL=1.00. - __ -r _ _ _ 21 Refer to girders)for truss to truss connections. _ 3)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 334 Ib uplift at joint 5 and 159 It, uplift at joint 7. LOAD CASES) Standard OF NEIV LU 2 rho 0S0a9� ��Cz SSIONP - - - - - Jarivag 3 2003 -AWARNING-9erify design-parameters and BEAD ROTES ONTMS AND REVERSE SIDE BEFORE USE - De Ign v Ild or use only with MOek eanrreglors.This tlesgn k based only upon paramelels drown,and k for an hdM ual building componeni lo,be Ins) Ikd and loaded rlka9y. AppE Miily of dedgn paPameleps and proper hrcgrp Icon of componenl k respomlbllhy of building designer nal M1 dezr ne.E,.ch,sh=,rn k id Ialeraf wapod at indNkaual Web members ony.Additional lem,,,arnry box-Ing 10 Inure dabBlly during oonslruefbn k IY ( Ie^ 4 ' 're -1 Ac 1. p=r]ro l o' lh I c u t the I==pc UII f,the ISL g desrpn rc 9 n=n1 g Id n,e -- - ,,.,din,la n a aua r ee.11 11]p-,acl - ..I ler r b I d M Gu 5 :i, 5 cu ly Handiiw lrafalllrg end Eracksg PecammandallddavdllabKRcm'Buss Plale ln.IXute,E8i0Onaab DrNe;Mddkan WIS_)IJ of F +M_" - • `ob russ russ ype aty Ply HU AD R D - RANDVI W RIVE 14320184 GRANDV6VH125 ROOF TRUSS 1 1 (optional)NAS A SUFFOLK LUMBER,MEDFORD, NY 117663,MiTek Industries, Inc. 5.000 s Dec 17 2002 MiTek ional) ies, Inc. Thu Jan 02 14:56:05 2003 Page 1 2 14 7L11 -2-314 4-7-13 2x4 Scale=1:410 3 - 9.00 12 - - 3s5 ii 2 4u5= 1 4 9 Special 5 IT IT 7 exfi 4.W t2 - - 6 1123 hISN21e - 2.4 11 ,. 2�-14 7-111 2314 4-7-13 Plate Offsets( ,Y): [5:0-S-0,0-4-41 LOADING (psf) SPACING 2-0-0 C51 DEFL - in (lac) I/deft PLATES GRIP - TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) 0.07 4-5 >599 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.80 Vert(TLI -0.06 - BCLL 0.0 Rep Stress Incr NO WB 0.57 Hmz(TL) -0.01 BCDL 10.0 Code BOLA/AN (Matrix) 1st LC LL Min Ildef! = 240 Weight 4916 LUMBER - BRACING TOP CHORD''2 X 4 SYP No.2 - - - TOP CHORD Sheathed or 4-7-11 oc purlins, except end verticals. BOT CHORD `2 X 6 SYP Not - BOT CHORD Rigid ceiling directly applied or 5-9-5 or;bracing. ' WEBS - -=;2 X 4 SPF Stud `Except' - - 3-4 2 X 4 SYP No-2 - - - - REACTIONS (Ib/size) 4=1106/Mechanical, 6=122910-6-0 - Max Harz 6=546(load case 3) - - - -Max Uplift4=-1004(foad case 4), 6=-781(load case 4) - - - FORCES .(Ib) First Load Case Only - TOP CHORD 3-4=-187, 1-2=-1572, 2-3=85, 1-6=-1108 -BOT CHORD 6-7=-37,5-7=138,5-8=1074, B-9=1247,4-9=1404 _ WEBS - 2-4=-1253,2-5=659, 1-5=1245 - - - NOTES -- 1)Wind:ASCE 7-98 per SOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Dpsf;occupancy categoryII;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right expused;Lumber DOL-1-15 - plate grip DOL=1.00. - 2) Refer to girder(s) for truss to truss connections. - - -- - - -- - - -- - - - -' 3) Bearing at joints) 6 considers parallel to grain value using ANSI.rfPI 1-1995 angle to grain formula. Building designer should - verify capacity of bearing surface. - 4) Provide mechanical connection(byothers) of truss to bearing plate capable of withstanding 1004 Ib uplift at joint 4. 5)Two RTI 6 USP connectors recommended to connect truss to bearing walls due to uplift at itis) 6. - - 6) Use USP JL28 (With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-5-7 from the left end to connect - - tussles)Hl 24 (1 ply 2 X 4 SYPI to back face of bottom chord. - 7)Use USP MSH218(With 10d nails into Girder& 10d nails into Truss)or equivalent at 3-5-7 from the left end to connect truss(es)H123 (1 ply 2 X 4 SYP) to back face of bottom chord- 8) Fill all nail holes where hanger Is in contact with lumber. - OF NEIV y _ 9)Special hangers)or connection(s)required to support concentrated load(s)469.61b down and 411.811,up at 5-5-7 on bottom chord. Design for unspecified connection(s) is delegated to the building designer_. JPty GfQ,4C' 0 LOAD CASE(S) Standard - - - • .. *xi l) Regular;Lumber Increase=1.15,Plate Increase=1.15Uniform Loads (plf) , ¢Vert: 1-3=-1000,4-6=-20.0 Concentrated Loads(Ib) ILL Vert:7=-506.98=-506.99=-469.6C`Ltf ump _ - `�OAA�o c60091P Fi=G 0FESS1 Janua' 3.20G3 - AWAPWING Verify dedgn paraanctets and READ NOTES ON TNIS AND REVERSE EWE BEFORE DSE - De&;gn valld for use my wdh Mdek eonnealo s.Tho design S based only upon paremelen shown and E I r on Ndhldgal building aomporrnt for Ee -- Ins) Iled antl loaded vedkvdy Appllc,abRby of design paramelomond proper Ineorporalkm of- mponent k respon Iblllly of building designer not bus - designer.erarilng shown b-,f_ Isle I ppod of IndNld I web m mbar only. f Addis I lempd ry bracing to lrs sl belly during I u flon tc Irle In od - noie er 4 el If ,11 ,t, -e t re=p 1 If 1, r t ge,--------- rep rdl g I 'kart R Irir coni - T' e_ s -kr. e g c 1 Qs-,-53 C 1 " C - 6 cc n3 :.erd nS ie G C 1. na ddnglnsfollingandBrnclrrgbacemmendolbnavana..'zfr.,miuo,Plat In=Mut 5a+D0 olrloDrive,Madsen WI 371J G!�'Y4 ��i� + b runs jTiuss Type uty Ply HUR DO D N E- RAN W DRIVE 14320455 GR NO HT26 (ROOF TRUSS 11 1 to ionall NASSAU FFOLK LUMB R,MEDFORD,NY 11763,MiTek Industnes,Inc. 5.000 s Dec 17 2002 MiTzk Intlustries,Inc. Thu Jan 02 14:56:06 2003 Page 1 3 - 3-a-5 385 2.411 S Ife=1:42.0 1'I - - 9.00,12 - 2 i 45= i 1 4 5x4— 7 5 7@5 - 6 Special 4.00 FUT 2x4 II c M-5 - I 74-11 3d-5 385 LOADING (psf) SPACING 2-0-0 C51 DEFL in (loq Udell PLATES GRIP TCLL 30-0 Plates Increase 1.15 TC 0.64 Vert(LL) 0.03 5-6 >999 M1120 1197/144 TCOL 20.0 Lumber Increase 1.15 BC 0.47 Vert(TL} -0.03 5-6 >999 BCLL O.0 Rep Stress Incr NO WB 0.44 HorzfTLl -0.01 4 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) tst LC LL Min I/deft = 240 Weight:4816 LUMBER - BRACING - TOP CHORD 2 X 4 SYP ND.2 - - TOP CHORD Sheathed or 5-3-6 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No-2 BOT CHORD Rigid ceiling directly applied or B-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/sizel 4=629/Mechanical, 6-1004/0-6-0 _ Max Hor_ 6=546(losd case 3) Max Up1ift4=-720(load case 4), 6=-533(Ipad case 4) - - FORCES IN)-First Load Case Only - TOP CHORD 1-2=-1270, 2-3=61,3-4=-137, 1-6=-641 BOT CHORD 6-7=-49,5-7=281, 4-5=1014 - - WEBS 2-5=672,2-4=-1040, 1-5=968 NOTES 1)Wind:ASCE 7-98 per B0CA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf,occupancy category II;exposure D; eTICl(3sed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL-1.15 -plate grip DOL=1.00. - 2) Refer to girder(s)for truss to truss connections. - 3) Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula- Building designer should verify capacity of bearing surface. 4) Provide mechanical connection[by others) of truss to bearing plate capable of withstanding 720 Ib uplift at joint 4. 5) One RTI 6 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 6. 6}Special hanger(s)or connection(s)required to support concentrated load(s) 981.91b down and 743.316 up at 3-0-12 on bottom chord. Design for unspecified connections) is delegated to the building designer. LOAD CASE(S) Standard - 1) Regular:Lumber Increase 115. Plate Increase=1.15 Uniform Loads(pit) _ - - V ert: 1-3=-100.0,4-6=-20-0.'Concentrated Loads(lb) _ - - `. OF NExY�,r y Vert:7= 961 9 l�U� El:F�= TA a 60p91 A9GFESSI0NP - - - - - - - - -- . 'i.266 Janua - 1,'c '®WARWNG-Verifg design:pamm tE and REM NO7ES ON TMB AND REVERSE SIDE BEFOREMMIN .Design voW for use only wflh MRek conneclon.Thls des n b based only upon parameters shown,and Is lot an Indfooual ba0.11na c ponenl to be Ipslalled antl loatled dkaPy. Appiloab911y of Ceelgn Pelamelels and proper Incorporalbn of componenl b recPo IbMy of bulldlnp drlan I nol Ila,b deslpn RlaClna shown b f laleml suppoR of hoINldaal web members only.Addftbnal temporary blaalng to hsuie stb011y du Ma oant acfbn b lhz of r- I_,. ado:o,.I p-'r.-na-zr.l o,ars of I,- t me tr•.o' •r_ b.,:1-a d=,-rer and '�Hond l,9 lrtslalling end®radna rr I'emmmand flen mollotl=tram T a R=in,l luie:Sii s' SE D rv,.fl,dscn.wl 'Waco .a,a X a 7'.'. ' 3a Truss russ ype Ory Fly HURTA ESIDENCE-GRANDVIEW 14320486 j GRANDVW H126A ROOF TRUSS 4 1 - - (optionall - NAS AU UFFOLK LUMBER,MEDFORD,NY 11763x,MiTek Indestrizs,Inc. 00 s Doc 17 20- MiTek Industries, Inc. Thu Jan 02 14:56:07 2003 Page 1 4 33 2 - - - scale s.00 Fr1 I ax- hit 4 2c4 11 4.W 112 a 4311 4� LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.45 Ve tJLL). -0.00 4 >999 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.11 - Vert(TL) -0.01 3-4 >999 BCLL 0.0 Rep Stress Incr YES WS 0.13 Harz(TL) -0.00 3 n/a BCDL 10.0 Code SOCA/ANSI95 1st LC LL Min I/defl = 240 Weight:27 lb LUMBER - BRACING - - TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-3-3 cc purlins,-except end verticals. BOT CHORD 2 X 4 SYP No.2 - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X_4 SPF Stud 'Except` - - - _ ..1-42X 4SYP No.2 - - - REACTIONS ''(lb/size) -4=238/Mechanical, 3=238/Mechanical -- - - -Max Horz 4=415(load case 3) - - -Max Uplift4=-172(load case 2),3=-350(load case 3) -- - Max Gra,,4=278(load case 31,3=328(losd case 2k - - - FORCES- ((b)-First Load Case Only - - TOP,CHORD . 1-4=-199,2-3=-199,1-2=0 - BOT CHORD 3-4-0 - WEBS 1-3--0 NOTES 1)Wind;ASCE 7-98 per SOCA/ANSI95; 120mph;h=25ft;TCDL-10.Opsf;BCDL=6.Opsf;occupancy category 11;exposure D;_ . .. enclused;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 - plate grip DOL=1.00. _ _ 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by othersl of truss to bearing plate capable of withstanding 172 Ib uplift at joint 4 and 350 In uplift at joint 3. LOAD CASE(S) Standard AlpF NEWY r � UZ LU Ngo yO-oBeD�, �� ARGrESSVONP ®WARMNG-Ver(jy dasfgaparam t.and READ NOTES ONI'HIS AM)REVERSE S Z BEMRE OSE - - -7- Design Dc gn Valid for use only with Maek bonneclors.-This design b based only upon paramelers stlown chat Is for an Indlvlduel burlClrp oompone I I ieae..rc.tl_aantl broded nk, Appll /of - e.cparamele ac-Itl..M,.iOFer Inco-rporarlbn of m-hpaneni b-esp-o Ib9Md/eo,lTpb,u?ad m.nq i_na'alr aunlod1ta d—;gneo Bracing chow-klaiba=ronsup,an cflyd[,dual web candmk IrIns, , . ma '.r. ._e Wla pC:-- mfs .f:u . tarin= b ` IabLz-Is'. mce ,e} r c 11t a sbhe_.p9. e _- - - 0 H.2 - x l. - - Handing lnsfallin, nd Bracing pocommendcibn cvallabFfrom Trus Pula lnslllule S UDOnchb Drive,Rladkon W15,719-- � iM✓i - -':+ x=b _russ russ ype ty Ply HUR AD RESIDENCE DVIEW DRIVE 14320487 GRANDVW H126G ROOF TRUSS . '_ 1 1 (optional) NASSAU SUFFOLK LUMBER,MEDFORD,NY 11763,Mi ek Industries,Inc. ,• 5.000 s Dec 17 Mi industries,Inc. Thu Jan OZ 14:5 :08 2003 Page 1 - a1a11 ' I s9-s Sx4 II 3.9= 3.4 11 Smle=1:175 IfII 2 3 I LA TNIU26 T61U26 - Th1U2E T1,I1125 6 7 B_ 5 9 10 4 2x4 11 4.5= - 4x5= 4-10-11 9-9-6 410-11 - 410.11 LOADING (psf) SPACING 2-0-0 CSI DEFL in Ilpc) /deft - PLATES GRIP TCLL 30.0 Plates Increase 7.15 TC 0.40 Vert(LL) 0.04 5-6 1999 MII20 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.04 - BCLL 0.0 Rep Stress Incr NO WE 0.70 Horz TLI -O-OI BCDL 10.0 Cade BOCA[AN5195 (Matrix) 1st LC LL Min lk = 240 Weight. 56 Ib - LUMBER BRACING TOP CHORD '2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 - BOT CHORD Rigid ceiling directly applied or 7-8-11 oc,bracing. WEBS 2 X 4 SPF Stud -*Except* - .1-6 2 X 4 SYP No.2,3-4 2 X 4 SYP No.2 - - REACTIONS (Ib/size) '6=1011/Mechanical,4=1002/Mechanical - Max Herz 6=224(load case 3) - - - Max Uplift6=-738(load care 2), 4=-731(toad case 3) - - - - -- - - FORCES -(IB)-First Load Case Only - - TOP CHORD 1-6=-238,3-4=-238, 1-2=-151, 2-3=-150 -BOT CHORD 6-7=1260.7-8=1260. 5-8=1260.5-9=1260.9-10=7260.4-10=1260 - WEBS - 2-6=-1232,2-5=602, 2-4=-1233 - ' NOTES 1)Wind:ASCE 7-98 per BOCA/AN5195; 120mph;h=25ft;TCDL=10.0psf;BCDL=6.Opsf;occupancy category II;exposure D; - enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 _ plate grip DOL=1.00. - 21 Provide adequate drainage to prevent water ponding. 31 Refer to girder(s)for truss to truss connections_ 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 738 Ib uplift at joint 6 and 731 Ib uplift at joint 4- 51 Use USP TMU26(With 10d nails into Girder&NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max.starting at 1-10-2 from the left end to 7-10-2 to connect trusses)H1 26A 0 ply 2 X 4 SYP) to back face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber- - - LOAD CASE(S) Standard ;% - - _-- 1) Regular:Lumber Increase 1.15, Plate Increase=1.15 - - Uniform Loads(plf) - - - Vert: 1000,4- -0, _ _ - _- OF G �yO� Concentrated L=ads h) - -- Ven: Lort:7 p21848=-218.4 9=-216 4 10=-218.4 _ - - - �P J ./ Cb 6 Em kA, LU LSO No 08o(P --- - - - - - AR�FESSIONP - - - - - - J26112W 3.2003 m ',arka �'.N:+4iO'G Per:ig de r.'y=pnrurEev r:r.d ILIAL F.LTBLi OY Thiti AYL R.:47SFtYC:i11)6 IIY.FORI:L'5C. �� _. . _ Irl w'n L'I:v:rm:�':•: I'-:cc.ti A a--unit -_k --11. s :.,-,..n r-,_v -1 '_k I- t,I AL-J'L l,: -:1: ^'1 t.• :bl vl` ..,•'\1. - 'J kuL11 ;A--=1 !1 _n__ :��1 '::oa'a.•• ::c*1 y. 1- .*'i t.,.... :ICI.'- ;C.,�•• ..I y! r . n .. .. C - ,1` .... , 1 u1 .,. •_I' C.. _. 0 ; 4 1 .,. 1- CA .,. al'• .P1*r),.ri . 12q O1tl-Ip IOGI'e a.b- Gu] I-,.r rn,sIGIa,2,a Y �IWII -'C .... i - -Hmntlling lmimlllrg ntl9 acing Geeammmndalbna�aCabl2 Komi Male lnsll'uI .SS DgnaObplt:=,Mmdken Wl$.+i19 -., . - . ' - -)--'-� -'.�M�� a� Joh T. Truss Type,B _ Cy Ply HURTA00 RESIDENCE-GRANDVIEW DRIVE 143204EB NDVW R127 ROOF TRUSS - 1 1 - - o hanal P14p'S-4U SUFFOLK WRISER,MEDFORD.NY 1171KI 5.000 5 Dec 17 2002 MiTek IndwWas,Irw Fn Jan 0312Afi:S9 2W3 Psge 1 r 15{1 4-9-9 + 54-11 - - ria 11 9:ds=L3s.e - 4 r - I 9.W 12 v 2 1 13i ddd 3 y' 411112 1-0-0 � 449 l fi-0-11 , - 131-0 OEO 3-3-9 }]-1 - LOADING(psf) SPACING - 20-U - CSI DEFL in (Icc) VdaFl - PLATES GRIP TC300 Pole---Ina ase 1.15 - TC 043 Ved(LL) Ga fi >995 !,11120 - 197/1,13 - TCDL 20.0 1-umber Increase 1.15 _-BC 0.10 Vert(TL) -00 S 1 e >gS9 BCLL 0.0 - Rep Stress Ilia YES W B 0.15 H,-(TL) -0.00 5 Na _ BCDL 10.0 Coda BOCAIANSI55 1st LC LL Min VtleFl=230 Weight,38 to LumeEp, - BRACING - TOP CHORD 2%4SYPNot - - - TOP CHORD Sheathed aE-0-0 oc purlins, except and verb o. BOT CHORD 2%4 SYR Nat - EOTCHORD Rigid coining GIIecdy applied or 5-0-0x breang bVEf°S 2%3 SPF Slud - - - %E E Left 2%4 SPF Sind - - - - REACTIONS (Iblzix) 5=3E5;l lerdtanicak T-®5/05-0 Mal Hove 7�10lkad rasa 3) _ .- Mas UpirftS=315(load case 4).]=219(load case 4) FORCES gb)-First Load CaseO 1y _ - - TOPCHORD BOT CHORO 1-7=91.15-7=159,5-6=238 - VJEBS 2-]=510.2-5=3/],3a=T4',.-.`--248 NOTES 1)VVmd:ASCE 7-93 per BCCA/.4N51g5;120mph;h=-25f;TCOL=10.0psi;BCDL=GOpsf;ccapany caleJay 1I;exposure D;endosed;MLVFRS gable end zone,cantilever left and right expceed;entl vertical left and right exposed Lumber DOL=1.15 plate grip DOL=1.00. - 2)Rafer to girder(s)for Truss to buss mnneeFrons. 3)Prorid==-medvnical cannecuor,(by o0lers)of truss to hearing plate capable of withstanding 3 I lb upB4 at joint 5. _ 4)Orz RT16 USP mnnxtom recommended 1e carnet[buss to baring w IL due to uplift at jt(s)]. - - - LOAD CASE(S)Standard - - - - _. C�OF NEbv ' Gf)�P 'SPN GaRiy G A �0.0800g1 �Z - - - -- - - - nua - 3.2063 - WARNDIG Verify design parenlinbs. and READ MOTES ON TEIS AND REVERSESSEBEFORE - - - _ -ter Design VoW for use ony whin MRek connector Thi-design b Iaasctl only upon parameters shown,and b for p hrdhklual buffolin9 omporlnt le be FrK1cB and loaded verlloIly Applicability of design wa am lom and proper InmrPoralpn of companenl k respansmtllly of balldl q tl g r rel 1'. -- al—fat r.Freeing h wn k icr lot I pppd 1 Individual w b members eny.Addlllonal lemparary bracing to h1 ure,slablllty during slmclbn k the + V O' h - I -A.00rTiDO.1 6-rTene bn,cl,ti n - .—,.1 vl,ture k E, c7 the bu c ,,rw FOT am=rel q odor e 1 H ntlFl.g Installing a nd B nsclrlq ll comad meadona rmis llab� from Truss Plat l e lilule, D'O no Frio D rive lAadtgr.Vl3714.cn� sr -��8�•i 6`ay ell Job Truss ' Trues Type - Oty Ply -HURTADORESID ETICE-GRANDVIE DUDE - 320 65 GR:JNW14' Ht26 ROOF TRUSS - - 1 1 - cDec171) rNASSAU SUFFOLK LUM1IBEft M11'c.DFORD.B1Y 11]f3 5.OW Dec 17 20[12 hITek Industries.loc. Fd Jan 0312:0e:562003 Pagel r t3A ' b10-14 1 - - 1-6-0 5-1-14 .. zxa II sale:yP=r 3 900t2 2 4 `j'j SE c ei v W 4 ]rJ% 4Cu I _d 1-0-0 g-Fq 610-14 1-0-0 DS-0 514 - - LOADING(ps1) SPACING 2-0-0 CSI DEFL m (I.) Vdafl PLATES GRIP Tr,t 30.0 Prles,lncrase 1.15 TC 0.57 Va0.v(TLL) -0.01 1 >999 N11120 15]/141 TCO- 20.0 Lurtlhzi lnQee. 1.15 - BC 0.14 - VE..`.`) -0.I# BC 0.0 Rep Sllccc Inor .YES WEI 0.12 - H,-(7L) -0.( 4 Na BCDL 10.0 Code EOOA/AN5195 let LC LL Mio I =240 Weigh[35 At - - LUMSER - - - - BRACING - - - - -TOP CHORD 2 X 4 SyP No.2 _ - TOP CHORD Sheamaderb10.14ocpurftns, exceptend,wmeals. BOT CHORD 2%4Sl'PNo2 - - BOTCHORD Rigid¢J"vy directly applied or o-0-0a bracing. - - WWm 2%4 SPF Scud - __ WEDCE - - - -. LeiL 2%4 SPF Sturl REACTIONS (lbi,c.) 4=290/hlectiarGcal.5= IME-0 &tax Hor_5=392(kad case 3) Max Upfld4=-2t2(bad case 3),5=-2W(Imd ease 4) _ FORCES 0b)-First Load Casa Orffy - TOPCHORD 1-2=123,2-3=1),3-4=-2]0 - BOTCHORD 1-5=-91,4-5--146 WEBS 2-5=AlO,24=139 _ NOTES 1)Wnd:ASCE 1.95 per EOCAIANSISE;720-ph;h=2511;TCDL=10.0ps'f,BCDL=6.0p9F,orcuparc,•catagay II;ev ea-ne D;enrlraed;kNVFRS gable end ema:cantilever left ami right expased;and vertical left and right expcaed;Lumber DOL=1.15 plate gnp DOL=1.00. 2)Refer to gi1d+(s)for I z m true-connections. 3)P,ovida mechanical¢nnec5 (by others)of Itis's to bearing plate capable Of wilhsroding 252 In uplift at joint4. 4)One R.TI6 USP connectors recommended to connect Ims9 the bearing walls due to uplift at jos)5. - - - - LOAD CASE(5)Standard - - OF NEwr �P N)t GgRc� p9 �i y� 9 v` W I L�Oq 0.O S Q491 �Cv�[7 - -- --_ - -n 20 WA JBU VeriJg design pa rstenaetcm and READ NOTES ON TRIS AND RE VERSE SLOE E -- Design valld for Use only with Mffek conneclooz This desIgn Is Imsed only upon peramelem shown,a11d a for on IndMdual buBtllnq c mponenl I be nalaued ad oaded vedlca9y. Ak pOmbllry_1 dad h pcc ametem and proper nc por Ilan 1 component Is responsltelltly of bultllnq tl Iq n I .. _ cl.qne Bracing shown Is f Iafer ppo f I IndlvidV I w b members only.Atldttb I I pgtary bracing to Bsme steb®ty d Ing d Ib Is T ,c T. ,.cn'�nal 1-11o,,; a Ing of'r w,i k In ro -Ib1In' theb Ilj..4 d b e -tJ O Id y mggl- m. enq ' y oihd zlotage,oeut etecicra b 3cun65'- dwn ,De cs a'ucrg e,.r ne.. � y -- Handll •! III arid! d Brg -4 Recommendalbx n avollableLnl PoleInlltut .SFi300noltb Dbld e, adscn.19153719. Job Truss To"Type Oryx Ply HURTAOO RESIDENCE-GRANDVIEW DRIVE .. "00320490 GRANDVW Hl2 ROOFTP.USS t 1 licmal NASSAU SUFFOLK LUMBER,MEDFORD.NY 11763 - 5.WO s Dec 17 2002 MiTek Industries.Inc Fri Jan 03 12:07.01 2003 Page l - _ Cale =1:26.5 - 9001,2 4 rrI rII iN 1 tlll as/i "� I 4ou 54-3 - LOADING(psf) SPACING 2-0-0 G51 OEFL - in (loc) Mell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 V2n(LL) O.W 1 >999 '1120 - 197x144 TCDL 20.0 Lumberinaeasa 1.15 BO 0.05 Vert(TL) -0.01 4-5 >999 - BOLL - 0.0 Rep Slress Incr YES W6 0.05 Horz((L) -000 4 Na BODL 10.0 Cade BOOAAN5195 Is[LC LL Min Vdell:230 Weight 271b LUMBER - - BRACING TOP CHORD 2 X 4 SYP Na.2 TOPCHORD Sheathed or 5-0a or,purfns, escept end ver4rals. BOTCHORD 2%4 SYP No.2 - BOTCHORD Rigid call,directly applied or 63H1u brecng " WEBS - 2%4 SPF Swd WEDGE - - -- - Let 2%4SPF Stud i REACTIONS (Iblsize) 4=1961]Mechaniwl,5=439X-8-0 - 'lax Harz 5--2ISIwd mse 3) Max UPgd4=2100oadcase3),5 39'resd se4) - Max Gmv3=2IDQwtl wse 2).5=439(lm-tl wse 1) FORCES (Ib)-FI.t Lwd Case Only - - TOP CHORD 1-2=1Z,2-3-0.9 1-193 _ - SOTCHORD 1-5=91.45=-136 WEBS .. 25=-345,24=131 NOTES j 1)Mrtnd:ASCE 7-96 per BOCVANSI95;120roph;h=25f;TCOL=10 Opsh BCD1-=5.0psF aca,Fanq rate ll;exposure,D;endwed;MWFRS gable and zwe;cantilever left and right evposed;end verucal left and right enpased;Lumber DOL=1.15 plate grip DOL=1 00. 2)Polar In gIrdwar(s)for Vuss to truss cmnecd s. 31 Provide mechsniml connection(by others)of truss to bearing dale capable of wUhstardwng 2121'uplift al joint 4. 4)One RTI 6 USP connectors recommended to connect truss to baarmg walls due to uplift at j0(e)5. LOAD CASE(S)Standard - - - , OC NEw Y �P JP'N 1GVR`R�i �9 71 I Z r 2 QAOFESS% 121)ug 32003 fijWAPJGNG 9n panvanet.pand REM N=S 0 - .. r Design yaRtl for use only whh MDek connectors.Thb dedgn It based only upon pummelem shown antl k low an lncft ival building component to be _ 1 :-h,alaAed and l wdl yeftlacafty. APPlicabilm/gl cedgn pa a eters and proper Ut wperalbn of copan I k rc3pon Ibft y cl b llcI g d g e, now I ea degner.6ra.ing h=wn''tar latemisuppcd of IndivIdual web members only.Atltlglo al Jempcrary bracIng 10 Insure slablldy during condiucilon b the ,apa•:�p 5 �r r;F �. -0/5ranal pen,...-._nl bro..mg Of r"- s c a B.Ine 1-= r,bl'ly m Ina SCUtling tleshner.For Oe„erol guldar..e - ... regp d g "oc'ca'ar,qual I,cox slug},aeu.ary,er=cl r c D. - g con.ul-G5r a Oup m..r..cu D E”Bme ria ".Har•Elh,g lnda'ling antl Bracing RecommwWallonavallable hom F, Rale lnsMute.58?D'Onodb Ddve,Matllvn,"V.153719. �°14d� � B� I i I Job Truss Truss Type -` { Ory Ply BWRTAW RESIDENCE-GRPNDVIENf DRIVE 4 20491 GRANUVW HimRODF TRUSS t - 1 Door NASSAU SUFFOLK LUMBER,MEDFORD,NY 1176'& 5.000 s Dec 17 2012 MTek Indueldes,Inc. Fri Jan 03 12:07.07 2003 Page 1 1-" 3-9-9 2k - 1EO 2-3-9 On 1 _ 2 � 1 Fiz- 3�.•. _ 4.a 12 1-IMr T 1-8-05� 1-0-0 0-6-0 2-3-5 - LOADING(pef) SPACING 2n-D CSIDEFL in (T.) Vderl PLATES GRIP _ TCLL 30.0 Plates lnvesee 1.15 TC 0.15 Ven(LL) 0.W 1 X595 NId20 1971113 TCDL. 20.0 Lumber lnaaase 1.15 EO 0.05 Vert(TL) -0.00 1 =599 - - BCLL 0.0 Rep Sties.Ina YES WB 0.07 Haa(TL) 0.00 4 nia BCDL 10.0 Code EOCA ANSI95 1st LC LL Min Vdefl=240 Weight 201b LUMBER - - - - BRACING - TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or}9-9 ac purlins, except end verticals. BOT CHORD 2%4 SYP Not - - - BOT CHCRD Rid ceiling di.W.pplied or 6-04ce baring WEBS _ 2%4 SPF Stud - WEDGE - Left:2%4 SPF Stud REACTIONS eb/size) 4=66.Tla16rnca1,5=372/0-E-o - ktax Herz F-229(load case 3) Max Uplift4=113 10cad case 3),5 1610wd caea 4) - Max Gav4=1710oad case 2),5�72(lcad cse 1) FORCES eb)-First Laad Case Only TOP CHORD - BOT a4ORD WEBS, .. ,2-5=296.24=126 NOTES 1)Wind ASCE 7.96 per EOCA'ANSI55 120mph;h=25¢:TCDL=10 Opsf,BODL=6.0psf,cccupancy catagay 11,espmur.D.endos-etl{614%FRS gable and cane:cantilever left and right exposed;end vertical raft and right exposed:Lumber DOL=1.15 plate grip DOL=1 M. 21 Rater to girder(s)for Irusa to buss conneatlens. - - 3)Prcvid.mechan'.1 connection(by ethers)of buss to bearing plate capable of sWlhstanding 131 It,uplift at joint 4. 4)One RT16 USP connactom reCommanded to connect truss 0 bearing walls due to uplift at It(s)5. LOAD CASE(5)E¢ntlard OF I V Ew 1- - CD Q' �JPN Gq,gC�9 O9'f" cp �O 080091 ZC9 WARIVING-VeIrw UZg.paranteteri riEAn ulza vn JffiS - - - Dedgn YOU lar Ore only with MDex ecnneclars This design is based only upen fwromelers shown,and 6 la an Indtvldual bu9tling a p,m nt I be Inst ire11 and boded Vertically--Applloobily of Eedgn Paromelem and proper Incorpwalbn Of component le respO Idllry of bulMhg tl poet naf Irue, - _ desIgner.Er ting shown le 1 laleml supped or IndNldval web members only.AddHbnal lempmary braelnq 1e Ingule si bNty culing Construcilon is the -- e.-p-_ Jb Pnl cl _ .,,_., nal p=ranent brocg c' he o al s _,, e 1,1,,. �+F'=Ib Ily cl t1e b�]i ,,i d--..9e_. Fa ge,era1 p 1 regmc n:laba'IOr,4ac' m � , Y cC1 ' Y.i_ rerY-ee n a-r ..Ing corsa use Ol / -n-cd, s 69 37 croon,c 1 G- ---Honoring Indolllrg and!Bmclrq RecommendationovallablO fromPlate hslltule,5 D-OrwlrbDl:e,Madison,KI69219. ob Truss rues ype UTY Ply Hu ..Du RE u' - RAN W DRI 14320452 GRANDVW H131 ROOF TRUSS - I 1 optional) NASSAU SUFFULK LUMBER,MEDFORD, NY 11763, M.Tek Industries,Inc. .000 s Dec 1 2002 MI ek Irttlustries, Inc. Thu Jan 02 1450:74 2003 Page 1 1 - 2a6 ]-oto - - 12-0-3 t341 - 2-35 50.4 5-lF9 - 1-1-14 3N611 S.Ie=1310 3N6 i 5 4 5.53 12 2x4 11 3 3NS i to 11 _ � 2 fix12- 12 13 3x4= s. SPedal SRI Special Spedal e B a'Padal - _ Speaal 4x6= 7Y6 1 ° 2-% t ]-b10 - 138-9 1341 28-6 541-i 5-to-15 - 0-3-a Plate Offsets 1 ,Y): 17: -5-12,0-1-B1 LOADING (psfl SPACING 2-0.0 CBI DEFL in (roc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.67 Vert(LL) 0.20 6-7 >648 M11120 197/144 TCDL 20.0 Lumber Increase -1.15 BC 0.85 Vert(TL1 -0.16 -6-7 >805 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 8 n/a BCDL 10.0 Code HOCA/ANSI95 (Matrix) - 1st LC LL Min I/deft = 240 -Weight:88 lb LUMBER - - BRACING - TOP CHORD-2 X 4 SYP No.2 _TOP CHORD Sheathed or 4-2-10 oc purlins, except end verticals. BOT CHORD -2 X 6 SYP No.2 BOT CHORD - Rigid ceiling directly applied or 6-0-0 oc bracing. - WEBS - -2 X-4 SPF Stud -Except - WEBS . 1 Row at midpt 4-7 -5-6 2 X 4 SYP No.2,4-7 2 X 4 SYP Nat - - - - REACTIONS (Ib/size) 6=7372/Mechanical,8=1595/0-6-0 - Max Hor: 6=677(load case 3) j Max Uplift6=-1266(load case 3), 8=-1236(load case 4) - FORCES (b)-First Load Case Only - - - - TOP CHORD 1-2=-786,2.3=-1954,3-4=-1949,4-5=-99,5-6=22 - - BOT CHORD 1-8=164, B-9=142,9-10=34,7-10=56,7-11=317, 11-12=2B3, 12-13=232,5-13=191 WEBS 2-8=-7203,2-7=1664, 3-7=-504,4-7=1990,4-6=-1009 - NOTES - 1)Wind:ASCE 7-96 per BOCA/ANSI95; 120mph;h=25ft;TCDL=I O.Opsf;BCDL=6.Opsf;occupancy category II;exposure D; - enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00- _ 2)Refer to girder(s)for truss to truss connections." 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1266 Ib uplift at joint 6. 41 Two RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 6- 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 6) Special hanger(sl or connection(sl required to support concentrated load(s) 340.11b down and 290.71b up at 3-11-12,46.l lb down and 227.61b up at 6-3-2, 1 B7.OIb down and 202-91b up at 7-3-10, 165-Bb down and 277.31b up at 8-9-8,and - 354.51b down and 329-41b up at 10-5-15,and 269.91b down and 334.0Ib up at 11-3-15 on bottom chord. Design for _ - unspecified connection(s)is delegated to the building designer. - - r LOAD CASEIS)-Standard - - . - - _ - 017 NECpv 11 Regular:Lumber Increase=1.15,Plate Increase=115 Uniform Loads Iplfl _ - - �Q Jj,N GAR(,+7 Vert.1-5 1000 1-8--20.0,7-8 200,6-7=-20.0 . Drag:5-6 01 - Concentrated Loads(Ib) Vert-7=-187-0 9=-340.1 10=-46.1 71--165.812=-354.513=-2'09.9 f f` x SFO �D.OSeog" A9opessi Inm ?00.1 ..INEREMMEMI�— _®WARNING-Verity deir(gn parameters and BEAD NOTES ONT=AND REVERSE SD3E BEFORE USE. _ ®- De:ign valld For use only with Mtek connectors.This design 6 besed only upon paramelea shown and Is for an Indleduel bulltllnp corsrI nenl I be . Installed and kooded vertically. AppificaloNy of dezlgn parameters and pop,F Incorporolbn of c,opoaenl 6 responsmllM/of bulltll g designer nor huss des'gner.Erncing shown 6 fcr laleral support of Individual web members only.Addelonel lomporor,bracing lo Insure sf bBlly during=nstructlon 6 Ih nJOflry ei -r= - - of perm--.ner� 1rccPy O' Ica Z._ e sI:uC1U a 4 Ins rrcen.R�., e blr.ho aei" =. F_. j leac.,rg labrlea-bn'pualyo ..OI o aJ g e�.w, Ga sic C� r 5 `d. 9 _:n.J p3 b £g3� H ondling I=k,,ng and B roclry aaoommondallon avolabl a horn Truss Pofe inwul e.5a3 D•O�'rb DNe.klcd6 o.4115 719. Mill �e Fes" . Jab TrussTruss Type s City PlyHURTADO RESIDENCE-GRANOVIEW DRIVE - - O - IA320493 GRANDM H1M ROOF TRUSS - tiw131 NASSAU SUFFOLK LUMBER,MEDFORD.NY 11153 - S.GD3 s Drs 172002 P:IRek IMusures,Inc. Fn Jan 03 1207:122003 Page 1 155 &1-1 z.a If, 17 3 700 3xi IT 31- a.5 It . Ono 12 ce,1, . 1-0-0 0-00 - - 1-1-4 - 05-13 - PlaleOnse[s X.VI: 1:0.GD,0.1-1. 1:0.D50-5-2. 50.3-0.o-2E LOADING(par) 5PAOING 20. GSI DEFL _ in (lac) War PLATES GRIP TCLL 30.0_ Plates'crease 1.15 TC 0.15 Vem(LL) 0.01 . 1 1999 M1120 192'1C TCDL - 200 Lrunberincmaso 1.15 BG 0.10 Vert(TL) -0.01 -1 1999 BCLL 0.0 -Rep Stress Inv YES WB 0.07 Hor_(TL) 0.00 6 Na 1 .c' BCDL',' 10.0 - Code - BOGVANSI2 (Paatrm) - 1sl LC LL Min Mail=240 - - Weight,13 lb LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 - -. - TOP CHORD Sheathed a-1-1 oc purlins, except end vedcals. or EDT CHORD 2 X 4 SYP No.2 - BOT CHORD Rigid miring drecify applied or 6-0.0 oe bracing. WEBS ''- 2 X 4 SPF Scud WEDGE Leh:2 X 4 SPF Stud - REACTIONS (IMsize) ci=Iklecesnlml.5=30010-6-0 . - Klan Horz 5=164ced case 3) - - - - - Max Uplift 6=112(luad case 3),5=-223(laad case 4) - MaeGav 6=123j1md case 2).S-66(load case l) FORCES (Ib)-First Load Case Only - TOP CHORD 1-2=69.2�=56.4E=7,33=-`5 - BOT CHORD 15--1,43 9 WEBS 25--211 NOTES 1)Wiod:ASCE 7-9B per 5OCAIANSI95;120m-ph:tt=25ft;TODL=10.01:nf:BCOL=o.OpsF,occupancy categoryll;sxpreure D;enclosed-, W FRS gable and zone;wtilaver ler and right exposetl;end vadical leftand nght axpcsad;Lumber DOL=1.15 pNle grip DOL=1.00. 2)Refer to gircer(a)for Inc.to buss connections. - 3)Pavide mechaniml connection(by olhers)a fuss N bearing plate capable of wMslandirg 112 Ib upgft at joint 6. 4)One RT16 USP connectors commended N connect truss to bearing walls due to uplift at jl(s)5. _ NEIy LOAD LASE(5)Stantlartl - - - - - <'pF Y - 0P �JPN GARCof 09� ArELJ t 2 4/G 08091 �,i�U v - AgOFESS:Or`P - - - - - - - - - - Janua- i2 03 WARNING Verify deilyn parameters and READ NOTES ONTffiS AND REYEASE SmE HF.POAE USE - -- - s Design void for use only with MRek conneclolz This design 6 based only upon palamelels shown and is fw an IndlNdual buWing cirri,ciment1 -be Installed and loaded vedbally� AppllcabAlly al design palamelea and paper Inco poralbn of compos nl Is rezpon malty o1 building d _tgner not Iruis - designel Booing horn k for lojeral suppod of Individual web membeu only Addllb .I Iomn mcly bracing 1 Nur.dabirly tl I g dm Ilion L the respo 61. c''>= a—ic. tool P--mn=rl LraJrq u 1 —ii,, 6 lm= re:,PonzIIbT 1,1 ol1 e builaing darlg1 gars:c!q b - - ] -g pp..�. - Handling 1ns1alling and Braling RreeommerMolbn ova'lloble from Tr cPlal Iao'a ° �� lnslRS9roio ule, 3DODds Drive,Modn WI5714 ? - d ��tl� ic—KV . �i Jab Tnas Truss Type E Ory Ply HURTADO RESIDENCE-GRANDVIEW DRIVE - - 14320994 GRA4DVW Him ROOF TRUSS o lional NASSAU SUFFOLK LUMBER MEDFORD,NY 117Q 5.000 s Dec 17 2002 MiTek Indmidw,Inc. Fn Jan 0.:12:07162003 Page 1 160 1 4-74 5-7-14 - L6-0 - - 2x511 - SCX�-=1.II3 i 4>A2 4-74 5-7-14 1-04) OS-0 3-11 1-0-10 Plate OCseLs fxYb If:0-0.0.0-1-1 tA-0.50-1-2 LOADING SPACING - 2-0-D CSI DEFL in (loc) Vdeff PLATES GRIP _- TOLLS - Flats;lncr?ase 1.15 - TC 0.20 Vert(LL) 0.00 1 �59g MII20 15/111TCDL Lumber Inoease 115 BC O.Oe - VertTL) - -0Ot 6-7 >599BOLL Rep Stress Inc YES WB 010 Hor2(TL) AAO 5 Na BODL -Cade BOCA/ANSI55 1s1 LC LL Mm Vdefl=240 Weigh[30 to LUMBER _ - BRACING TOP CHORD-2%4SYPN02 - TOP CHORD Sheathed or S-7-14 cc pudins, except endredicals. - -- .f EOT CHORD 2 X 4 SYP No.2 _ BOT CHORD Rgid ceiling directly applied or 64c0 oc bnadng. WEBS 2 X 4 SPF Stud WEDGE - Left 2%4SPF Sad - - REACTIONS Ob/size) .x= 0NlMeclarmcal,7 61/060 Ria H.7=260(load case 3) Max Uplifts--1Wcad case 3A 7=2W(load rasa 4) FORCES (Ib)-First Lcac[Case Only - - - - TOP CHORD 1-2=137.2 =77,34=13,4-5=-3d 1 BOTCHORD - WEBS - '- -'2-7=-359.2-6=221,34°"x12.35=472 - - - - NOTES 1)Wind ASCE 756 per BOCVANS155;120mph;h=25f4 TCDL=10.Opsf;BCDL=6 doer.emupancy category 11;exposure D.enclosed;M'oVFRS gable end - zone;rnlilever left and nghl.exposed;end vertical left and light expoaed;Lumhcr DOL=1.15 plate grip DOL=1.00. 2)Refer to ryrder(a)for truss to truss cannerfiola- - - 3)Provide mecharbal connection(by others)of buss 1.bearing prate capable of with,landing 154Ib uplift at joint 5. - 4)One RT16 LISP conneclar=recommended!to conne_-1 bras b bearing walls due[o upM at IQs)7. - LOAD CASES)Standard _ _ _ `/ QC T NE�V �P �JPN GARcuJ �s O��h Z, "c 2 I gOFEsstoNP , - . - - - - - Janua- - 3,2O63 v-.-[Pg dedgn paraaleb and RPW NOTES ON Tffi AND REVERSE SWE BEFORE Design vaAtl bl use only with MOek eonneclors.The desgn b based only upon paramelers shown,and k Id an Intl Mdrwl b IItlNq comport I I be _ .Inelalletl and boded vedlc&y. Applbcbilfy of design parameters and propel Ncwpomilon or component Is reepanslibliffy of bulbing desgn l no Inan -tl?sY3nel Ii acing shown b roc Ialercl supPcd or IndNkiuol web members only.Addilbnal lemperary Gacing to Insure aabllHy during dructbn b the - _ - elect_l ocr.l,o �.n nnerl n- g ai 1 - :„1? L r z g_—S-5 - -r d blas ae - I ipoo tl g b ti.olar,4uaby eonlol,•tola0..tlzll Y e.;Yb -a ,c..0 QST-8x C',, NpnGl rig lnsblling arW 6rxlrg RecemmmWofbn ova btiK_Lom Tms Fate lnslllule,SV D'Oncllb ptl+e fdatlean.0.15..]19.�- - d ! Jab T Trtas TlTe pIy Ply HUtion-RTADORE-1 ICE-GRANDVIEW DRIVE - 14320195 GRANDV'f/ Hi34 ROOF TRUSS -. I1 1 . I NASSAU SUFFOLK LUMBER,1,1E1JLU—.NY 11la3 5 000 s O=c R 2002%lfTek Idustnas,Inc. Fri Jan 03 12.09 31 2063 Pag=1 1- 0 o-7a 1 e-2-12 _ - - - x411 - stew=uvs ars 5 iCe 54 3e5 i _ e e l in- er6 1 3[i= 3.00 12 3x3 II $d= 6-74 6-2-12 ' 1-00 OE-0 5-14 1-7b . Plate Offsals ,v: 1:6-o-0.ga-1, 1:9-0$0-1-2 - LOADING SPACING t2-0T7� DEFL in (bc) VdaH PLHTES GRIP ' TCU- 300 . - Plates Inamse 1.1547 Vart(LL) 0.01 1 '999 M1120TCDL 200 Lumbar lnrsase 1.15 - BC 013 Verl(TL) -0.04 E-7 >999BCU- 0.0 . Rep streaa In, YESWB 0.15 H (TL) 41.W 5 Na BOOL - 10.0 - ('ode - BOMANS195 1sLLC LL Min Vde0=210 Weight,4 i,Ilb. LUMBER - BRACING TOP CHORD 2%4e'YP No.2 - - -- TOP CHORD Sheathed e,6-0-0 ce pudins, ex apt and vetliraU. BOTCHOR) 2%4SYPN02 - BOT CHORD Rgid ceiling directly applied or mbmcbg. WEBS- - 2%4 SPF Stud - WEDGE LeR 2%4 SPF Smd REACTIONS (Walza) 5=374Aiwhaniesl, - Ma4H01z7a9fi5(Imdmse3) hiaa Uplift 5=255(Imd rase 4).]=271 read mse 4) 1 FORCES (Ib)-FimILmd Case Only - - - - TOP CFiOP.D 1-2=137,2-3=-187,3 1 0.4t,=-E. BOTCHORD 1-]=109,b-7=-1dfi,5t,=15d - WEBS NOTES 1)Wnd;ASCE 7-98 per BOCA/ANSI95;120mph;h45f1;TCDL=10.Op<f;BCDL=e Opsf.r upanrymtegop•Il;axp ure D.endosad;M1IWFRS gable end zme:eantilaver Left and fight exposed;and vertiml left and right expaaed;Lumber DOL-1.15 plate gnp DOL=1 00. 2)Refer to gudar(=)for truss to hues ctca,ntirns. 3)Provide mecfvNml rannacom(by oth m)oftruss to bearing plate capable of willv.tanding 255 lb upfR at jant 5. --- 4)One RT16 USP connectors remmmencid to cunrred hu5s 10 bearing walls due to uplift at jt(s)7. - - LOAD CASE(S)Standard _ X�OF NEW GAR`'i 09 ✓ Er 2 x� raGz 2 G1�.QA rt�0.08013,2' ROFessioNP. - - - - - - -January 3.2003 177yorneDv.wd rodee9ryn eduslElamw0igol'olninryt4w.phMdaAtlRlrerlpelharokpa�ROnll ccKseaoui ItnGmbyenPlrlclefaiy;cm:fi Patooa,cnfrsnSldtl.=eIenTrFllsdhregEllsvtnAtlCYdln'R.peu,ea0.sMlgrrrleoOcwncmtPerFoe.Eb flrbSeimartosOse e3eaNmLtlcnbTda.DeeIDpoxrrasryrSoLD�pu.osAgephryNro�.cVeDnAarlctlw�Rpo•tlaeEr.p.XrnaVboL EmCrnaIRgae'lsbl=Stel5nEers3=moSgysOfp1pIDaccoEwtgmnryHY.p'EPaobI-FnnraetlOdndRlk tnE IkaM1brazItIte,ISsabOpIE n So14.bnu-tsretl„lbaivis6lltll-ay u-bogN.fl]lybbn utllilbmtllliF nn_q0g2t-dXo¢0o1mng-sP-lon Imocen�lr l;b2�n14oAItk I htubhv eel ,' �[�S�•'.��'—��U - - - � 0 Ing g dolt, Mable I cm➢use Pble trslXule SE3 D'Om+Lb Orbe,Matlkon,NI S T 4y= FI e • eo Truss cuss ype Qty Ply UR D I EN E- RANO I DRI �� ` Pl 143204961 1 (o GRANDVW H135 ROOF TRUSS ptionap NASSAU 9UF OLK LUMB R,MEDFORD, NY 117 , MLTe Industries,Inc. 5. 00 s Dec 17 2002 MITek Industries, Inch 143 Page 1 1311 7-5-13 I 1x11-0 " 14541 18-2.2 ) 27-511 i 24-10-14 1-32 31-5 - 315 353 3441 3-741 3-7-9 3_1-2 31-2 1-6-C) ' Stalls=159.' 7x10 M1118H= - lex12 N111 1511= 3x8 11 3.8= 3x4= - 4 _ 5 - e 7 a iI 9.00'12 - 3x5 -+I - 3vB J 3 9 fire II - 7x5= / 1 25 26 17 27 28 16 29 3xa 1 2 7x14= 2x.4 I I 3x4= el - 10x12 4111 18H= 10 c 'pecvl Special Special Special Special Special 13 11 _ Special 5x12 Spe ial �o 7.W 12 3x4= o _ 23 22 21 20 24 19 12 3.5 3x5= U10= 3.5 11 6x6= see= Spe®I Spacial Special 29-641 1-3-21 4>-5 7a13 10-11-0 1 14-59 { 1G2-2 21-19 1 247-12 26 2mn 1-32 a 31-5 3-1-5 3_x3 37-9 3-7-9 31-7 344 344 OEp 14141 Plate Offsets(X.YI: 4.0-8 G 3-8), [6: 9-8,0-3- 1. 12:0-3-0, -3-81, [18:0-5- -4-81 LOADING Ipso SPACING 2-0-0 C51 FHorz(TL) in (locl I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.74 0-83 17 0401 M1120 197/144 TCDL 20.0 Lumber Increase 1.75 BC 0.76 -0.69 16-17 >462 MII18H 141/136 BCLL 0.0 Rep Stress Incr NO 4V6 0.69 -0.79 12 n!aBCDL 10.0 Code SOCA/ANS195 (Matrix) L Min I/deft = 240 Weight:45216 LUMBER - BRACING TOP CHORD 2 X 6 SYP No.2 `Except' TOP CHORD Sheathed or 4-3-4 oc purlins,,except end varticals. --'4-8 2 X 6 SYP SS,8-11 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4-2-14 ac bracing. BOT CHORD 2 X 6 SYP No.2 'Except' _ - '- - 14-182 X 6 SVP SS, 12-142X 6SYP SS - WEBS 2 X 4 SPF Stud -Except- 1-23 Except1-23 2 X 4 SYP No.2, 18-20 2 X 4 SYP No.2,4-18 2 X 4 SYP SS - - 1 -7-15 2 X 4 SYP SS, 8-14 2 X 4 SYP No.2, 10-13 2 X 4 SYP No.2 - - - I - V' REACTIONS -(lb/size) 23=3231!016-0, 12=4653/0-6-0 - Max Horz 23=-432(load case 2) - - - Max Uplift23=-3187(load case 4), 12=-3867(load case 5) -_ FORCES (Ib)-First Load Case Only - TOP CHORD 1-23=-2678, 1-2=-2279,2-3=4561,3-4=-4531,4-5=-13138,5-6=-14075, 6-7=-1 5908,7-8=-13851, 8-9=-14613, 9-10=-9704, 10-11=-970 - - -BOT CHORD 22-23=497, 21-22=2635,20.21=3'065, 20-24=366, 19-24=366, 18-19=165,5-18=-65, 18-25=16306, - - - 25-26=1630'0, 17-26=16306,17-27=16306, 27-28=16306, 16-28=16306, 16-29=1 5908, _ 15-23=15908. 14-15=13974,14-30=9415, 13-30=8697, 12.13=216, 11-12=872 WEBS 1-22=2844, 2-22=-2792, 2-21=1100,3-21=-271,3-20=-208,4-20=-3827, 18-20=4970,4-18=11321, - 6-18=-2500,6-17=1091,6-16=-452,7-16=1144,7-15=-2473,8-14=8502, 9-14=4121,9-13=-2575, i 10-13=7459, 1412=-4030 NOTES 1) 2-ply truss to be connected together with 10d Common(.146"x3") Nails as follows: - Top chords connected as follows: 2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6-2 rows at 0-7-0 oc. - Webs connected as follows:2 X 4- 1 raw at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. - - - �� NEly 3)Wind:ASCE 7-98 per BOCA/ANS195; 120mph;h=25ft;TCDL=IO.Opsf;BCDL=6.Opsf;occupancy category Il;exposure D; �( y enclosed;MWFRS gable end zone;cantilever left end right exposed;end vertical left and right expo_ed;Lumber DOL=1_.15 �P� JPN GARB, �g 'plate grip DOL=1.00. -- - 41 Special provisions shall be made by the building designer to allow for 079in of horizontal movement due to live load and -0.66in due to total load- 5) oad .. 5) Provide adequate drainage to prevent water ponding- - - - _ - �_ 17 6) All plates are 101120 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3187 Ib uplift at joint 23 and 3867 Ib uplift at joint 12. - - - - - '-A, - 2 8) Beveled plate or shim required to provide full bearing surface with truss chord at jointls) 12. 9) Special hanger(s)or connectiunls)required to support concentrated load(s)495.91b down and 476.7Ib up at 11-7-8,495.911b -down and 476.71b up at 13-7-8,495.91b down and 476.716 up at 15-4-2,495-91b down and 476.71b up at 17-0-12, fiQ �O. 080091 (G� 495.91b down and 476.71b up at 19-0-12,458-31b down and 444.611b up at 21-3-9, 1427.011b dawn and 1316.21b up at A 21-8-0,and 1108.SIb up at 7-5-13,and 379.11b up at 9-7-B on bottom chord..Design for unspecified connection(s)is 'A - _kdelegated to the buildingRGFES S40r ding designer. - - anua r3 2003 . &18ARA4NO-WHA deslgn parameters and REM NOTES ON 7x-75 AND REVERSE SIDE BEFORE USE. _ fJ -Dt lid n va9d far use Only wflh MRek conrlecldc 7hk design h based only upon paramelels shown,and k for an VItlNHual b ildingcalcomponent I be - Inslared and calvedkally. APplloobRmps ry o1 dedgn poi aelea and proIncerpaallen of component Is responslbaly or building d goer sol I u -"eeskrel Booing sh wn.61.or kleral owpod of Individual web membea only.AddXbnal lemporary broclna Io Insure slabllRy during condrucran k the - z;wn.r[:r,yIV- e k IFe re ,:b!:!y c`the bind n4 design.!.Po,aer_Ic[gcl]nnoe s o a - -,a-- - - sc J S - '*d. B 6-� c.,rg c-.--Ic -Nantllln91m1all4g and BraeB,a Reeommentlalbn av-Ilabl=M1cm Truss Plaleln lBule.Sm❑On M1io Glly-,Madbon,y/15171-. s ,,qua Y c r .doiaae,oe y 6;GN Truss cuss Typz ty Ply HU AD R ID E- RAND I E 14320496 DVW H135 RDOF TRU55. 1 (optional) NASSAU UFFOLK LUMBER,MEUFORD,My 11763,Will Industries,Inc. 5.000 s Dec 17 2002 MiTek Industries, Inc. Thu Jan 02 14:56:20 O Page LOAD CASE(S) Standard - 1) Regular:Lumber Increase=1.15, Plate Increase=1.15 - Unifonn Loads(plf) Vert: 1-2=-100.0, 2-4=-100.0,4-8=-100.0, 8-11=-100.0, 19-23=-20.0, 14-18=-20.0, 12-14=-20.0, 11-12=-20.0 - Concentrated Loads 8b) Vert: 15=458.3 25=-495.9 26=495.927=495.9 28=-495.9 29=495.9 30=-1427.0 - l _ -®WAMWG-Ver dcal5nparameters and READNOTESON=SAIYOREY'pa SZDEBEFORE USE. Design valid for use only wtth MRek csnneclors This design b based only upon po.rm!loa mown,and b ler on IndNlCual WOtling eanponenl Io be - - Inslolletl ontl boded v rllcory. APp®ootolny o1 design paramelels ontl proper Inedlo]rolbn of comm onenl b recponslblley of buMIW desfgner-not kre - - -d,s,ner &aclna sh k I r loleral support of IndNkival web members only-Ad Hlonal lempdary bracing 1c Insure sfaMR,dutlrq con9mcfbn k fh _• b _P_I_ "ddl r�r amcrqi'r=—,.I. L apo o5m . Ine t,Jl 11g d11'r ,r Fc, g n=of geld ire= .olbr,Qrlall l CJn r - (]2 ac /e"i.a-CuOn a'::LI.^.'fJ Cer..ull GIST.°,.. it FY ,ani IsIC Sl I Hantlling lnslalllry orsd B roping Aecommentivfbn ovalloble tram Trus P 19 lnsfllute,Sal D'Onohb Drl�e.lAadkon.WI53J1J I - "� Joh Truss Tw,Type = Qty Ply HURTA00 RESIDENCE-GRANOVIaY DRIVE _14320.497 GRANDVW HT26 ROOFTRUSS o Arxlal NASSAU SUFFOLK LUMBER,MEDFORD.M'11763 5OWs Dec 172(f MIITak Indraldes.Inc. Fri Jan0312:IQ0S20O3 Pagel 2-9-13 905 157-0 20.}0 ?13-j 23-7-12 k 250-0 296-0 2-9-13 6-2-11 63x9 4384) 1-08 344 344 1-64) - - a.=152] a,s 3 6Q \\ / ib 6,d= - 1 z[12 I Ia t9 12 1 2 2xa II s= 7w= / a n - a.-, 6 .i ` - T. 12 aha 2a 15 I6 t)' to 2xa I ss= zea= E:W II . 295-0 2-9-13 9-0-6 f 1D-11-0 15-]{1 20-3-0 213-9 23-7-122�2B-6-6 0 2-9-13 F2-11 1-10-B 1B-0 18-0 1-0-B 344 343 t-0-0 Playa Onsets X. P:0.64.0-Sb. 5:0410.2-1 10:0-3-0.0-24 LOADING(pso SPACING 233-p CSI DEFL n (bc) VdeFl PLATES GRIP TCLL 3¢D - Plates ln��se 1.15 .TC 0.67 VaQLL) 0.2914-15 >959 - b11120 1W/f33 TODL 20.0 - - Wmbar Increase 1.15 BC 0.78 Vert(n) -0.431445 NBC - BOLL 0.0_: ` Rep Stress lr¢r YES VS 0.96 HOrz(TL) 0.3] BCCL 10.0 Cede BOCP/AN5195 (Matrit() 1st LO LL Min VdeFl=240 Weight 200 lb - LUMBER - - - - BRACING TOP CHORD 2%4 SYP No.2 - oapt' - - TOP CHORD Sheathed ort-7-10 xpudins, except and veNcals. 23 2%4 SYP SS,382%6 SYP Not _ - BOT CHORD Rigid ceiliig directly applied or 511-2 oc bracing. SOT CHORD 2%4 SYP No.2 -Except- - - WEBS 2 Rows at IM pis -318 - - - -12-162%6 SYP No.2 WEES 2%4 SPF Stud -ExcePr - 248 2%4 SYP N.Z.316 2%4 SYP No 2,1519 2 X 4 SYP No.2 - •.8-112 X4 SYP No2,&152%6 SYP No.2 WEDGE Fbgno 2%4 SPF Slud REACTIONS (INsee) - Max Hm_20=56fticad case 2) -- Max UplIA20=507poad case 4),10=E32(load case 5) FORCES (Ib)-FVsl Load Case Only TOP CHORD 1-20=1629.1_=1605,2-}-_1559,34=-3356,4-5=-30a1,5Sw`Bd,6-7=4410,7E=1136,59=49 BOTCHORD 19-20=2],1315=1691,17-12=53,1517=1 d,1516=-91,1115=3]12,1314=3]12,12-13=3959,11-12=3W3,10.11=-2W,9-10=45 WEBS 9-15=2230,2-15=1511,2-19=243,iF18-3029,}1fi�fA2,151d�497,444=1G4,4-13=-:52,513=1fi52,c-13=960,SR=1345, 7-12=551,T-11=W6,311=2]91,310=-1653,4-1S5fi1,3-15--3962 NOTES 1)Unbalanced roof live foods have been co sldered for Iha design- - 2)Wind.ASCE]9B per SOCAIANSl95120mph M1 25ft;TCDL=10.0psi;ECDL=6.0psF,occupancy pl=gay Fl,expasure R end-ed;1.IWFRS gable end _ <�of a...cantilever left and right expen=d,end vertical left and fight exposed Lu her DOL=1 15 plate gap DOL=1 W. - - ` x V 3)Pmvde adeRcate dmimge to preys,l water pending. --- - - - - G 4)One RTtc USP mmradars recommended to corned truss to hearing walls due to uplift at Ala)20 �P JP.N A{ 5)Two RTt6 USP connectors recommended to cowled ouse to bearing"Its due to uplift at lt(s)10. - - - _ xl�o LOAD CASE(S)Standard0 08013 1<1 tJ - - - - _ - AR�FES SIONP 7 WARNING-Ve fy design parcmeterr and READ NOTES ON TRIS AND RE VERSE SWE BEFORE - - - DenIgn Valid lor use only Wllh Mtfek can necto sz thb design Is based only upon ponam elefs shown,and o for an IndI%Jd ual bulldlrtg cam pcnct to Ee Installed and laded vedlcclry. Appllcabillly g1 dedgn palom less and proper Incorporaticn of component Is respanslbitty of bu k1Bp designel-nol Truss desfn,EIa.Jna shover Is fo,Ialerol suaPad of hd[vidual web members only.Addillonal ferrpoiory brooing l0 Insure stability during ndruclion Is the ' _s_ n:IC b- of tr =rsC x. Rdaalon arP a.-:np o: the.,,.K s'ruc✓e a the of Inc bu G•o Fcr gzn-rot gr.da m 1 Aga a ra Iecicnlnr,au ;i,cen!,o,.srmogeadeLc;,a oc'br .,no o- ..In_consul'05 SE Qualtll sorcora D _c:rg SP-mac-I Ic.�.or•C 'e-ii end6 - No.-s111ng lrssla111ng racing AecommeMol avaEdb hair Tw-Pwl InslRule.SND'OnoM1b Ddn=.lAodkon,WIS4]I -- Jo russ Truss ypety Ply. UR A I E- RAN I DRIVE GRANDVW H137 ROOF TRUSS 7 I 14320496 +.-c.� ,.!!L (optional) NA SAU SUF LK LUM ER,MEDFORD,NY 117ek Industnes,In5.000 s'Dec i r 202 M7ek IntlusVies,Inc. Thu Jan 02 14:56:22 2003 Page 1 - 441 �7b13 ta]-2 tohau - if}o-a I 21'35 I— 24-7-12 25-0-0 129-6U 448 31S 3-13 0314 7&-8 2-7-3 3LM1 3-04 1-6-0 SxB 11 SFaIe=1.62 0 ]x12=_ r 5 9.00112 3x5 i 6 5 4.5 II 5.5= - 3x5 1 2 7 J 146.,2= 3 12 3xfi \ 3x5 0 5x5= e 11 p �' Ili ].WL 3x4= o t6 17 16 15 10 2v4 I 4.6= 638= 2x4 11 5.5= 29-8-0 4dA F_7-513 __F_10-11 _18-8=8 21-3A I 24-7-12 25 44 a 3-15 35-3 - 7-9£ 27-3 34� 344 of 1-0-0 Plate Offsets(X,Y): [4:0-1-1,0-3-41, 10:0-3-6,0-T--41 _ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) lidefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) 0.17 14 >999 M1120 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.84 VertlTL) -0.37 13-14 >851 BCLL 0.0 Rep Stress Incr YES WB 0.99 HorzITL) 0.36 10 n/a - BCDL 10.0 Code EOCA/ANS135 (Matrix) 1st LC LL Min Udef1 = 240 Weight: 189 Ib LUMBER BRACING ` TOP.CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 3-0-10 od purlins, except end verticals. - - . 4-5 2 X 6 SYP No.2, 5-9 2 X 4 SYP SS _ - BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT.CHORD, 2 X 4 SYP No.2 _ - WEBS t Row at midpt 3-16,5-14 WEBS. 2 X 4 SPF Stud 'Except. 5-14 2 X 4 SYP No.2,8-11 2 X 6 SYP No.2 - REACTIONS (lb/size) 16=1666/0-6-0, 10-1856/0-6-0 - - - - Max Hoa 18=-684(load case 2) - - - Max Uplift l8=-538(load case 4), 10=-650(load case 5) - FORCES (lb)-First Load Case Only TOP CHORD 1-18=-1605, 1-2--1600, 2-3=-7990, 3-4=-33103,4-5=-2579, 5-6=-2974,6-7--4350,7-8=-3344, _ .. 8.9=51 - BOT CHORD 17-18=46,16-17-1653, 15-16=26, 14-15=44,4-14=1187, 13-14=2431, 12-13=3295, 11-12=2998, " 10-11=-222,9-10=28 - WEBS 1-17=2092,2-17=-1359,2-16=-231, 3-16=-1521,5-14=170,5-13 1040,6:13=-1266,6-12=1523, - - 8-10=-1656. 14-16=2297,3-1,4=1145,7-11=-955,7-12=793,8-11=2817 - - - - NOTES - 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per BOCAfANSI95; 120mph;h=25ft;TCDL=IO.Opsf; BCDL=6.Opsf;occupancy category 11;exposure D;. enclosed;N1WFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL—1.15 plate grip DOL=1.00. - 3) Provide adequate drainage to prevent water ponding- 4) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at 1t(s) 18, 51 Two RT16 USP connectors recommended to connect truss to bearing walls due to uplift at It(s) 10. LOAD CASE(S) Standard ��QF NEW y �P 'JPS cRRc'9 09� tiD 08009, AA�FESSIO - I pWARNING Verily design parame[err arW READ N07E5 ONTffiSAND REVERSE SmE EEFORE USE -Design valltl for use only w9h Mlrek wrinesloc-This design is based only upon paiomelels shown,and Is for an NtlIVId Vol buildingon portent to be irselled no loaded v rflca9y Appllwb9Xy of deegn pacirrselefs and prayer Ill rpofalbn of comporlenl Is rc n IbIIMWy of buMing Fiof not lm - "deslanei bracing shown Is lor oleial=uppod of IndNltlual wee members only.Addllbnol lemporary bracing to roure daintily rlmina condroclksn is the .rabll cl the or a onrol [adng cf -rte o..,.If zbu„Iwe b IFe re=ponsbill 1. of I bLMn2 For g=.nelol gvlban_e leg tl g I wballcrt aV II cool sl..mge,ce..e r.a ec4.^a,n bu nV.ccn..- 0C. ad Quo 51 i ands= u ='ag ...cion,.'d`.5-41 t _Nandngln^lamnaarW Sreeng ltecammardaflonayaGablefrom truss nalzm.uwle,sa,D•onoub Dll:e.Madkon,W153719. Job T. Trues Type t Ory Ply HURTADO RESIDENCE-GRANDVIEW DRIVE - 14320459 GRANDVW Hi38 - ROOF TRUSS - _ 1 I o bsa NASSAU SUFFOLK LUMBER,hIEDFORD.NY 11763 5000 s Dec 1]2002 P.IITek Indu>[des,Inc. Fn Jan 0311 56.52 2W3 Page f _ 511-2 1 12-1-13 17-1-11 h 22-8-5 i 283-0 29-6-Q 5-11-2 o-2-11 4-11-14 Sett 56-11 1-3-0 - - ,Q 24" O.C:PURLIN SPACING - xak=1so.5 E.11 3 � a I- _ id II /I ,rt sai 1 2 5 \`e / h 11 13 72 11 10 9 e at I 5-11-2 - 1 12-143 i 17-1-11 22ES 2ea-0 2ET641�i-60 5-11-2 52-11 4-11-14 5111 56-11 _ 0 o t4?41 PbI a Odsea .\ : [4.0-9-S0-142) LOADING(,,) _ SPACING 21--0 GSI DEFL in "o"' Vdel PLATES - GWP _ TCLL 30.0 _ Fbles In... 1.15 TC 098 VW(LL) CC7 12 >995 MI120 19]/141 TCOL 20.0 - Lumber Increase 115 EC 0.50 Ved(TL) -0,151243 >599 ' BCLL 0.01 - - Rep Stress)T YES WE 0.65 Hor_(TL) 0.U3 BCOL 10.0 - Cnda BCCAANSI95 - rat LC LL Min p'tle1=240 Weight 19511 LUMBER BRACING TOPCHORD 2X4EYE No.2 -Except- TOPCHORD Sheathed. exc,Lcuelveriicals. - 23 2 X 4 SYP SS. EOT CHORD Rigid ceiling directly applied or 6A-0 oc bradng. BOT CHORD 2 X 4 SYP No.2 WEBS I vat midpl - 412 WEBS 2%45YP No.2 -ExcapC 1-15 2 X 4 SPF Stud,2-13 2 X 4 SPF Stud.5-9 2 X 4 SPF Stud,S9 2 X 4 SPF Stud "2 X 4 SPF Stud -- WEDGE Right 2 X 4 SPF Stud - REACTIONS (Ib/size) 14=1651/0-6-0,8=11340/OCA _ - - - Max Her,14=803(loadmae2) - - - - Max UpGh14= 0(lozd case 4),8=-66i(Icad case 5) FORCES (Ib)-Fust Lead Case Only - - - - - -TOPCHORD 1-Lt=1fi2',1-2=-1 Yw,2-3=1512,3-1=121x,45=14P9,5-6=-1]4e,S]=110 BOTCHORD t114=0,12-111593,11-12=1196,10.11=1166,5-1D=139],&9=E 1,]E�1 WEBS 1-13=20y,2-1}--1221,2-12=4H2,3-12=35],4-12=61,4-10=305,51(1=295,59=19c,6-5=1509,lad=-IT/2 NOTES 1)Unbalanced roof Five beds have been considemd for this design. - 2)Wind.ASCE 7-96 per EOCAIANS195;120mph;h=25EC TCDL=10.0psb BCDL-6.0psr.occupancy category Ib;exposure D;endosad,MV,1FR3 gable end - -zale;cantilever left and right exposed;and vertical left and right exposed;Wmher DOL=1.15 plate gnp DCL-1.D0_ Lr- 3)Pro de adequate dz g 1 prerent water ponding. pF N l w co 4)Two RT15 USE nn t recommended to connect truss In bearing wags due In uplift at jt(s)14 and E. LOAD CASE(S)Standard LC R�FESSo, - - - - - - an a -3 200 WARNING Ver p desdgn parameters itrld READ NOTES ON THIS AND REVERSE SIDE BEFORE USE _ DrJgn valld lar use only with Mllelc orminei.r,Ihb dedgn Is basetl only upon pogrinalers nllawn,and Is for an Incl v ual building component I be - hdicilled and loaded vedlbalry. Appliccblefy of aesgn Paramel rs and propel Incnrporallon of component b respcnslGRy of bulltllrp designer nal Iru - d apn r-E Ing d-,owin Is for loleral sup,a,irl of indbildual web merntoers only.AcIdtilonal lemporoW bracing to Inswe sl bIIRy during cronshucllon Is lh - - c1 the AdC.!,ncl n —Ir,cl the o ,171 ,I.acl/.e L lie -:FTS IbLL, c., t,e eutri-q caaGn-r.Fe Renee.autivn..= a egorC ng 1a Lricelron,gmltly Conlin r-z -e;:.wJ ele..hcr end bloc" .,:hu;OaT a9 Guel-y I cro,U.3 C clog--, '...Ilan,curt.rl-s 9. "Hantling Imalling antl Broclry Rocommontivlbn avallobN from Buss% Iclnsfilula.5 DOnohb Dr e,M.dl .WL._)14 i Jab Tmss Tmss Type n OtY Ply HURTADO RESIDENCE-GRANDVIEW DRIVE 320500 GPANOIM1V H139 ROOF TRUSS 1 1 a doral NASSAU SUFFOLK LUMBER.MEDFORD.NY 11]63 5 000 s Dec t]2002 MiTek lndusties.Inc Fri Jan M 11:56:53 2003 Page 1 it I 7-543 1 12-11-3 164-5 F 22-3-11 29-30 49 q 7-5-13 55-6 3-5-2 - - 5-11.5 5-115 i - as 1, 24".O.C. PURLIN SPAC IN '3 s=1 ss.1.o - - a a f - eoa F2 5� 2 II / 1 2 to n 12 va a a - 2r3 30= 3[10= _m'11 r 7513 1 12-11- ) 16- 5 =�= 22--11 -1 28- 1' zW 21a-6-0 7513 5-55 3-5-2 5-11-5 511-5 050 14}0 Plate OffseB(XY) 14:0-2$0.1-121 - LOADING(,,) SPACING 2-0-0 OSI DEFL in Voc) Wed PLATES GRIP TCLL 30.0 _ Plales In.e. -1.15 TG 0.93 Vert(LL) 0.07 12 -9g9 _A11120 197/111 TCDL N1.0 - Lumbar Taboos. 1.15 _ EC 0.51 VenQL) 4.13 9-10 >999 BCL!- 00 Rep Sl ess lncr YES WE 0.66 - Hac,(IL) 0.03 6 Na - 9CDL :- 10.0- -Code BOC MSI95 - let LC LL Min Udell=240 - Weight 2061b LUMBER - - - _ _ BRACING 4 TOP CHORD 2 XSYP.SS 'Except' TOP CHORD Sheathed, except end vebcalls -- - 342X45 1,1..2 BOTCHORD Rigid ceiling directly appried ar 6-05 oc braang. EOTCHORD 2 X 4 SYP Not - - - WEE.S - 1Ra rnidpl 2-12.4-12.5-10 _ - WEBS 2 X 4 SYP Nat 'Except' - 2-73 2 X 4 SPF Stud,5-9 2 X 4 SPF Slid,6-92 X 4 SPF Slud,66 2 X 4 SPF Sluo WEDGE Right 2 X 45PF Slud - - - REACTIONS (IWs¢e) 14=166]IO-6-U.0=1640105-0 - - Max Herz 14=863(Iced case 2) - - - MaxUplift W=-645(1®d rase 2),8-6T3(k drase 5) - - - - - - - FORCES (lb)-Find Lead Case Only s TOP CHORD - - EOT CHORD 13140,12-13=1516,11-12=1141,11}11=1111,410=1393,35=51,]-6=61 WEBS 1-13=1942.2-13=-1119,2-12=532.3-12=/21,4-12=60,4-10=300,5-10�'W,SA=1fi],&9=1`1Y2,65=-17fid NOTES 1)Unbalanced roof Ewe loads h9ve been.,dered for Iho design. - 2)Wvlh ASCE 7-96 per BOCA/ANS195;125mpb;h=2501:TCDL=10.0psf;6COL=E.epsF•occupancy cdegcry 11;eipasum D.endwad:M,VFRS gable end zone;cantilever lett and right e,Pmi l;end vert,caT aft and right rpased;Wmber DOL=1.15 plate gap DOL=1.00. - - 3)Provide adeavele drainage to prevent water ponGng. - - - - - 4)One RT1 b USP connectors mcc emended to famed Im,e to bearing w IL,due to uplift at jt(s)14. - -- �( 0'1; �� 5)Twa RTI6 USP connectors recamn2ndcd w,cari buplift louse la beanng vrlL due b ft al jt(s)6 - ` y V LOAD CASE(S)Standard pjP �JPN GARCLU �q 0911 i � N0.0a 009 - �a - - - - - - AROFBSSIO Janua 3,2003 wnRxmrc verily derlyn j+a—and Read xor_ss Gxrms AND xsvr.Rss sms BeFoxe ose ®~- -De"n a1k1 lot use Doty wbh MRek oonneclors.ihb design le based only upon parameters shown,and b Ier an IncNklual buli compare I 1 be - -. Inslalled and kaded yedloalty. Appllmblfiy of de-Jgn poramelers and proper Inca,loc allon o I mponenl b rr mllol y,of Wgding d Ig er n I I u { tleslg Eado,shaven b bl cderal suppnd o1 IndNkival web members only.Addltlon I 1 Porany bracing la 1 sure dablllly duflo,cionsfuctlan k the Rpeail v; Ifs a aclo...c.'.I'cr al poor� enl a ocra of I-e a _.I zlru_ala s ire•e r.,alr.'. of I1_ b_.1Ctra tle.F3 r.=.For 4=fora a- an_e ¢ m le9c a r.a loelka-an aual ly ccr bbl.=lo age,cei—r, era�Ion crd bnacro,co. Qs—,—I' Cuoir/smrGa o D56-11' sro_ng 5Fdjcai,on.Oro 6G-5-1 _ bitl i it� G6 J i - Hondllrg lnslanbg antl EradnR RocammaMeibn avallabla from Luss Rale lnslllul e,SeaD Onohb Delve,Matlbon.WI SeT 4. - - - Sob Truss Trus Type e - Oly F� � HURTADO RESIDENCE-GRANDVIEW DRIVE a 20501 GRANDVW H140 - ROOFTRUSS - t 110n31 NASSAU SUFFOLK LUMBER,MEDFORD.NY 11763 5.000 s Dec 1720(12 M iTek Irtdu,nies,Inc Fri Jan m 11:66:66 2051 Page 1 4-9-0 9-0.9 14-7-12 2156 23-3-0 2M-D 4A-0 418 5-74 6A-10 6-9-10 - 139 ori= Sesta-LAM e0 12 oI .411 - aaa= - 3 ]5 5 I / \ 6 ] lu 12 r 9-0-8 14-7-12 21-56 2639 2er6-f)79-6-0 9-0.8 374 69-10 - 8-9-10 0.3-0 1-0-0 LOADING(ps] SPACING 2-0-0 CSI DEFL in (foe) L'de0 PLATES GRIP TOLL 300 Plates lner... 1d5 TC 065 Vert(LL) 0.06 11 ->999 L1112U 1971144 TCDL 20.0 Lumber l... 1.15 a0 0.59 Ved(iL) -0.2012-13 >A SCLL 00 - Rep Stress lna YES WE 059 Hor,(TL) •0.04 9 We - BCDL 10.0 Cade BOCAANS195 let LC LL Min Udell=240 - Waght 2021b LUMBER - - - BRACING TCP CHORD 2%4 SYP SS'Except' TOP CHORD Sheathed w 44-3 cc purfm, except end vartiaals. 1-3 2%4 SYP No.2 EOT CHORD Rigid caning directly 3ppW or 60-0 ce bracing. EOTCHORD 2%4SYP No.2 WEBS 1R.at mdpt 2-13,&11,5-11 WEBS 2 J(4 SYP No.2 'Excepr 652%4 SPF Stud - - - WEDGE Right 2%4 SPF Stud REACTIONS (Ih'aae) 13=166310.6-0,d=1640;66-0 _ - _ Max Ha 13=-1D09(loadcase2) Max Up1d113=t 10cad case 2).t1=-690(loa l case s) - - - FORGES (Ib)-First Laad Case Only - - TOPCHORD 1-13=226,1-2=0,2-3=140].34=-1295,4x--1297,50=1721,6]=110 BOT CHORD 12-1's=960,11-12=1423,1,}11=13]7,9-10=137],&9=d1,]-5=L1 WEBS - 2-11-1E17,2-12=1079,312=-]fifi,3-11=62],4-11=932,511=162,59=113,69=1979,fi-9=-1]59 NOTES 1)Unbalanced rent live loads have been mnsiCered for this design. 2)Wnd:ASCE 7-96 per BOCAIANSI55;120mph;h=25R;TCDL=10.0,,4:ECDL=6.0psk,ocaupanc,category 11;exposure D;encla;ed;MWFRS gale end acne:cantilever left and right ex,med;end verEcal left and right expwed;Lumber DOL=1.1s plate grip DOL-1 00. 3)Provide stleguate,drainage to prevent vvatar pending. 4)One RT16 USP mnnectas recommended to eurneet truss to bearing walla due to uprlft at IQs)13. 5)Two RTiS LISP connectors recommended to¢ulnad I1ues to bearing wells due to uplift at it(s)6. - �OC p,1 r LOAD CASES)Sla � nd.id q _ 1 1`�C g�)JW GaRC, �P r ap Q QBLw9� 0=C� v l QR�FESS1 { - - Janua 3,2003 ' WARNING Yerwy design pararteentnr card READ NOTES oNTRIS AND RE9ERs5B SmE BEFORE USE.. ��® - Deslgn valla for use only will,MBek connectors lhle design le based only upon parameters shown arta k fol an Individual b fidlnp componenl to be Installed and boded velfkea@y. AppllcabWXy of design paramelers and proper Incorlaaralbn of co ,ecnent le re,Ponslblllly of building designer not Inuee designer Bracing sh wrt k for talar 1 apps 1 T Individual web members only.AddXlenol lempor ,r,G Ing Ig hcure,stability during con,diuclion k IF e._..-Whits of In is - Adl,' ,lb ow .1 I, .:.sI �u Iha ,1bIJ1 !me bu.lal,g ce,Ig e .. - r g .el r _ regerer9laonh.ailan 9ual j..on o1.5'„IJycatic♦ -tfV n and brae q .a F Q ro Ify 51 - r,D B d @ gcing Spa MI - erd d.e 9 _ 1C�� 1 1� � - y Handnn9lnnan tallingandIn.zlog R.ommdotlor av Mable from Truss Role lnslilute 4 C'C IIoDM1 Md'son,WI 53719. - 6 11 ,lob Tmv Truss Type S Qty Ply HURTADD RESIDENCE-GRANDVIEW DRIVE - GRANDu'/y H14t ROOF TRUSS 1432051 _ 1 1 a lional NASSAU SUFFOLK UJI.IBER MEDFORD,NY 11763 S.fAgs DEC 1]2002 MTek lndusldv.lnc. Fd Jan03ll:S70220G3 Pagel 53-9 10.7-2 -� 14-7-12 2L54T t 24-3-134K4 Scm.=1158a 29-6-D 5-3-9 5-39 4-0-10 59-10 - 5310 : 130 I 2 3 \ ]d Q \ fi =d 6 a. Id ti 13 12 11 10 a 8 's,s,II 2930 539 10-7-2 147-12 215-5 245-0 2B:S-0 539 539 4410 6.9-10 b9-10 t-0-0 LOADING(psf) SPACING -' 2-0-0C51 DEFL in (IxJ L'deA PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC 0.61 Verl(LL) 007 12 >999 NIILO - 197A44 TCDL 20.0 _ Lumber Increase 1.15 -BC 0.50 Vert(TL) -0.15 311 >999 - BCLL 0.0 -Rep Stress Incr YES WS 0.52 Hoc(TL) 003 B tVa _ BCDL 10.0 Code EOCA/ANSI95 tit LC LL Nin 'd.fl 240 Waght M Ila LUMBER - - BRACING TOP CHORD 2 X 4 SYP Na.2 -EicepC - TOP CHORD Shealhed ar43-3 apudins, acapl end ve0imis. 4-72X3SYPSS BOTCHORD Rigid veiling directly applied or E-0-0m baring. - BOT CHO_RD 2 X 4 SYP No.2 WEBS 1 R.at midpt 1-13.2-13,3-13,3-11,4-11,5-11 WEBS 2 X 4 S/P No.2 'Fxcepl' - -- -- 1-142 X 4 SYP SS,562 X 4 SPF Sbud WEDGE Right 2 X 4 SPF Stud REACTIONS (Ib/aua) 14=1664'0.6-0,8=144010.6-0 __ Max Hoa 13=-10151Taad ose 2) - Max Uplift l4=BWoad case 2),9=-68e(bad=a 5) - - - FORCES (ib)-Firs1 Load Case Only - TOPCHORD 1-13=-tfi31,1-2=E46,23-d3fi,3J=-1294,4 5=1257,Sti4721,6-7=110 BOT CHORD 1}14=q 12-0i1323,11-12=1322,10.11=1ST/,310=13]],59=51.75=61 _ .. _ _ WEBS 1-13=1413,2-13=520,&13=A911.312=93,311=6:1,411=1009,&11-162,55=-113,&9=179,53=-1759 NOTES 1)Unbalanced mf live loads have been considend!for this design. 2)Wind ASCE 7-9e per BOCA ANSt95;120mph;h=254;TCDL=l0-0psF ECDL=S.opsF ocaspancy rategcry ll;eaprsure D;endm ed;MWFRS gable end zone;cantilever left aM right ellased;and vertical left and right expesed;Learbar DOL=1.15 plate 9np DCL=1.00. - - - - 3)Provide adequate drainage to prevent water ponding. - - 41 One RT16 USP connectors lecommerrdad 10 connect truss to bearvg vvalls due to uplift at jt(s)14. - - 5)Two RTI 6 USP mnnaaam NammmeMed to conrlecl buss to bearing walls due to uplift at jt(s)B. - OC NEW LOAD CASE(S)Standard - _ - '� T t a �`co N0.0eoO91 E�c� I AgOFEssto - Janua 3,2003 WARNING-V.,Vy design-parameters and READ NOSES ONTNIS AND REVERSE SIDE BEFORE USE. - Design valid fat use only Win MRek wrinracl.,.This d star k baseE only upon patameten sim n anal k fa an Indlvkival bulldog component to be - Installed and loaded vrolicall,. AraptlaabiEty of dedgn cnafin.om and propel Inco pw tori of tampon nl Is capon:tunny or bullolrla designer-not Muss desbnel Em=In0`Fawn k far lateral supPad of Individual web members any.Addillonal leer of ry bracing to Insure srablllly during conslo.clk,n k the _ , So r Cl the - 13'.,.tldr,c-oof be ;he ]_long d=sprd Fol p-nr, - fegmdrg labdca w. q uq car'ol,sluaga-eellnely elec c'1 and bracing,toruli C�f 5.: Gc r sfchducd.USE-B9 3racing EP.+c,k.a cn and - -01 Pa' I Handling lnslalling a rid Bra=id,Relcwnmendallonavallable loom Truss Plate lnzlAuie,5ea D-Onaolo DN.,Madison,W163719 - - p��peeK •J Job Truss TIs�Typa 9 }Gq•' Ply :HURT]AIO RESIDENCE-GF41h1DVIEW DRIVE 14329`03 GRANDVW H142 ROCFTRUSS ' NASSAU SUFFOLK WMEER.MEOFORD.NV 11163 S.dlOs Dec II 2002 hliTek Industries,Inc. Fri Jan 0311:5/:052003 Page 1 I 1 :r 6-0-14 F 12-1-13 14'-12 21-52 26-3-0 �36 6-0-14 6-0-14 -2815 6-9-10 G5-10 13-0 iai= 5-6-LH s a.W 4 50 = 13� 214 11 3 i T �u IC 13 12 11 10 9 e 3a3� y1 It 3r3= zo I Sa- 9N- a.= "d a5 II 2% 6814 12.1-13 �14-7-12 1 21-5-6 29-3-0 2B(6-0 I i 6-0-14 6-0-14 2-5-15 6-9-10 6-9-10 1-0-0 LOADING(par) SPACING -1 -1 CS1PV.I EFL in (bc) Vded PLATES GRIP _ TOLL 30.0 Plates Increase ta5 TC D.EZ O.W R N55 h11120 15]/144 TCDL 29.9 Lumber ln�ma5e 1.15 BC GIertTI-) -0.15 9-11 >95g BCLL 0.0 - Rep Stress 1. YES VI D.E.' .I QI B Na BCDL 100 - Cade BOCA/ANSI95 st LC LL Klin Voted=240 Weigh:2921b LUMBER - - - - - - , BRACING - TOP CHORD 2 X 4 SYP Not 'asepr - TOP CHORD Shlaired arbd2 oc PI except end verticals. - -4-12 X4 SYP SS - BOTCHORD Rigideeifrg deadly applied or 680 oc brdcirg. BOT CHORD 2 X 4 SYP Nc.2 - WEBS 1 Row al id'1 WEES 2 X 4 SYR No.2 -Except- _ 1-142X4SYPSS,SB2X4SPFSI1id _ WEDGE Right:2 X 4 SPF Slud REACTIONS OVsize) 14=1663/6fi- ., -M10/02-0 Max Hoa 14=-1029(load cI 2) - - Max Uplift 14=-923Qoad case 2).E--6ET(ked mse 5) - FORCES (Ib)-Fmt Lead Case Only - TOP CHORD 1-14=-ifi24,1-2=L2fi,23=82fi,3-t=1292,45--129],5-E=1]21,IiT=110 BOT CHORD 13-i0.=0,12-111216,11-12=1215,10-11=139➢,9-10=13TI,g-5=21,Td�1 _ , WEBS 1-13=1561.2-1}-b56,3-03=-T5,31Y�6,&11=-659,4-11=1n&3,511 X62,6-9=-113,&9=14]9,E8=-1]59 NOTES 1)Unbalanced roof five leads have been caratdarad For 0us design. 2)Wind ASCE 7-96 per BOCw'ANSI95;120rI h=25$TCDL=10Opsf,BCDLb.Dpsf,ocaipan y category 11;erpo:ure D;c d.ad.MI gable no zone;cantilever left and r;ght espcsed;end venial left and right e>rfsasegLumber DOL=1.15 plate grip DOL=1 U0. - 3)Provide adequate drainage to prevent water ponding. 4)Two RTI 6 USP cannedors recommended to connect truss to bearing walls due to uplift at II(a)141 a. LOAD CASE(S)Standard - . .. - - OF NEW Y 10 - January3,2063 ( ®WARATNG-VcI dcrfgn parametarm and READ NOTES ON TEDS AND REVERSE SME BEFORE USE. - - Design valid for use only sddh Mlfek connectors.This deslgn Is based only upon parameters shown,and is for an kdividual bulld[W component to be - Ins101ied and located verilcally. ApPllcabBllY of design parameter and proper Imearpo aflon of oomponenl Is fes,Fors blflty of bullring designer mol I uss -designer Bracing shown Is for lalaml support of Ina Nidual web members only.Addlllon I temparory btsI to Insure IIIduring con.1ruclion Is the I.,:.:or.'_': c:fhe e.=ebr. .b',bnPl Io— ner✓ cracma et Ire c:eal s6uc,ure 6 h> —n;_II" o:the buWra desana.For Cer.ewl - - raga dln9 labdbs llor,4ua lir cor .L s:Drage,dot t lbh and ta=,I cor,-1 G6r 3a Guo y Sc'1daa,D55 59 Fadny .[ro tan,arc n e _ o' -� v Hondling Bvlalllrg and Bractrlg BPo ernmmandertionavolloble from Truss le lndPule,553 D'Onofrb DMe,14aalson,W153)19- 9 S� - - Job Truss Trus5Type j - Oty Pty HURTADO RESIDENCE-GRANDVIEW DRIVE - 14320564 GR{WOVNl Hti3 ROOF TRUSS ' - - 1 1 o snout NASSAU SUFFOLK LUMBER.MEDFORD.NY 11763 5 900 s Dec 172002 h1Tek Industries,InC Fri Jan 0311::7:10 2003 Page 1 7-0-0 - 13-&9 10:712 215-6 2o- 29-6-p 1 7-0-0 62A 0-11.4 69-10 6-9-10 1-3-0 500 12 6x3 _ 521.=iea- 11,4 II 3 2 _d I \ ' 6 ' \ 1 I �m ii 12 11 r0 9 3 2x3 1 36 r 7-0-0 147-12 21-5-6 2619 2276-0 _ 7-0.0 7-7-12 6-9-10 6-9-10 0-30 1-0-0 LOADING(psfJFR., CING 2-60 GSI DEFL - in (Ix) VIA PLATES GRIP -- TOLL 30.0eslnoess. 1-15 TC 0.79 VertILL) O.Ofi 11 >559 h11120 157/1# TCDL 200berincrease 1.15 -BC O.S3 VsrJTLI A)." 11-12 BCLL- 0.0ress lna YES WB 0.92 Horz(TL) 0.02 9 - BCDL 10.0e BOCA/ANSI9S Is[LC LL KIin I/dell=240 Weyht 227 to - - LUMBER _- - BRACING - - TOP CHORD 2 X 4 SYP,SS 'EarePl' TOP CHORD Sheathed v435 x purMs, e.rept and variants. - >-332$4-SYP No.2 BOT CHORD RigidcsalirydiretllyappWorfi xbacng. _ - - BOTCHORD 2X4 SYP fl..2 - WEBS 1 Raw at tricot 1-12.2-12,312,3-11,4-11,5-11 WEBS . 2 X 4 SYP No.2 'Except- - - _ -- - 1-132 X 4 SYP SC.6412 X 4 SPF SWd - - - - - WEDGE - Right 2 X 4 SPF Sind REACTIONS (IWsee) 13=1fi61'D6-0,8=1300/0-60 - - - hlaa Hort l3=-112E(loa l opo 2) - - - hlas UpEft13=-1031(Ioad ansa 2),E 6(Ioad mse S) FORCES (Ib)-First Load Case Only TOP CHORD 68 1721,6-7=1113 BOT CHORD WEBS 1-12=1510,2-12=b79,31230,311=67},4-11=1129,5-11=ick,59=113,6-9=14]9,fi-6=1;59 NOTES 1)Unbalanced r®f we loads have been considered for N"s design. 2)Wald-ASCE 7-93 per BOCAlANS195,120mph;h=259TCDL=10 OpsF,BCDL=6.Opsf;occupancy antag%11;e.pdsurm P,endosad.LIWFRS gable and zone;cantilever led and rightexposed;end vartual left and night eapaed;Lumber DOL=1.15 plate grip DOL=100. - - - - 3)Pro nae atlequate drainage to prevent water polling _ 4)Two RTt6 USP annnedors rz`ommende f b cowled louse to bearing walls due to uplift at jt(s)13 and 9. LOAD CASE(S)StandardCO i� 8 - ; z 9 3�* 1t1 � �OOB FESS4dNP January 3,2003- _ WARNING Yerffy design parameter and BEAD NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid fol ux only win MOek connectors Thls design k based only upon Parameters shown.and Is lot an IrNlvlduol building componenl to be _ - 1rlslalled and boded vedlaally. Appllcablllry of design paramelers and proper Mcorl orallan of component Is re i,onslbllXy or bullMing d�lgner not truss desoner.Eracing shown Is for lateral supe rl of IndNldual web members only.AddBfangl temporary bfaelna to Insure slabndy during eandluclick the - 'It' -f — FI:IF 0_1'„1.1 P-I"': -.;a.rig ai Ih, of=F]I sln..l'; kY ;dc+..o /CI i^' b I a Jez'^-1 F e DJ riot - - Icyardlrg las Iea'F.r 9ua 1 r.Cr lhJl. c u.]c,a-�I rel/,E AIAr and D a.,rig,CC QST-d8 GLa t,ll Ll i.nJ.D a 69 Ro.ln, Nv Calc n e Y V$�_�J i=p e,1. " a _ Hndllog Installing and Bracing Rem comandatlan evallable,from,Buss%ale Inslltule,593 D On Bb D.Ne,Madison,,K 153719 - _ f EY !N® If Job Truss Truss Type : Ory Ply HURT4D0 RESIDENCE-GRANOVIEW DRIVE 14'20505 GRANDI LW H144 ROOF TRUSS _ - 5 1 - tiarrl) NASSAU SUFFOLK LUMBER,MEDFORD.NY 1176'. - 5.000 s Dec❑21 9 MNek Industries,Inc. Fn Jan 03 11:57:13 2003 Paye 1 r 51-14 10-2-0 15313 21-9-7 2830 �9�0 S1-14 542 51-14 669 SSA 1-3-0 1 2 4 go"L2- - �p. Ll li 13 12 11 SIG 5 Twl II 3i,s= ar II all= 3a1= Jrn= ]m I 51-14 10-2-0 I 15-3-13 i 2187 26-3-0 26(H z9-6-o -51-14 5-0-2 5-1-14 689 SSA 0-3-0 1L0 LOADING(psf) TSPACING 2-0-0 CSI ❑EFL in (lu] VtleFl PLATES GRIP - TCLL 30.0ase115TC 052 VM(LL) D.D5 1h X999 h11128 197ft44 TCDL 210 - ease l.li BC 0.49 Vert(TL) -013 9-11 >999BOLL 0.0 lnv YES WB 075 Hor(TL) 0.03 6 we BCDL - 100 - OCA/ANSI85 1st LC LL klin VdeFl=240 Weight 236 Ib LUMBER - '- - - - BRACING - TOP CHORD 2 X 4 SYP 55 -Escepl' TOP CHORD Sheathed or- 8B oc pudins, ..of end verticals. - - 132 X 4 SYP Pfa.2 BOT CHORD Rigid ceiling direcily applied w 6-0-0oe bating BOT CHORD 2 X 4 SYP No.2 - WEBS 1 Rw at midpl 143,2-13,3-13,5-11 - - WEBS ` 2X4SYPNo2 'Except- 1-14 2 X 4 SYP SS.59 2 X4 SPF Scud.6E 2 X 4 SPF Scud WEDGE - Right:2 X 4 SPF SWd - - REACTIONS (Ib'sicca) 14-15Bi,'DE-0,9=1 WO/DEA - - Max Hd 14=-9_,F d lase 2) Ma.LEM 14=E56(foad rase 2),15 679Qoad case 5) - FORCES (lb)-First Lead Casa Only - - TOP CHORD 1-14=1633,1-2-63E,2-3=-65fi,35=1076,4E=134's,56=1731,57=110 BOTCHORD 1}14],12-13-395,11-12=995,to-11=1335,&1D=t3e5,6-9=E1,761 WEES 1-13=1521,2-13=501,3-1"1=860,3-tY-100,&11=191,4-11=223,511=321.59=-1326-9'1458,6E=17621 - - - - - -' NOTES 1)Wnd:ASCE 7A6 per EOCA'AHSI95;120rnph;h=25d;TCOL=10(cpsf.BCDL=60psf;occupancy mtcgory ll;elcpdum D.eniasagMWFRS gable end - 2one;aantlerer left and night exposed;end veN i left and right ecpceed;Lumber DOL=1.15 plate gnp DCL=1.00. 2)Provide adequate,drainage la prevent water panSng. - 3)Two RT15 USP connectors remmmentlad to cermcat truss to bearing yells due to uplift at jt(s)14 and S. - LOAD fA5E(5)Srandard - OIC WI/�/ GA ` O Rci-v 9'F 9�FessioNP _ - - - - - January�3,2003 - - - - - WARNING for use y n e with pat if ccbn a and READ NOTES ONTffiS AND REVERSE 6IDE BEFORE USE- - Design vaFld Ilea use onty c.!I MOek connectors sig tleana b eraberses:1 an only upon paramelea shown,entl k for resp Indlvlduat building g eo i nonenl I 1 be . _ Installed and batletl vedk T. A,.H.up a, of palamefela entl proper Ncoapola l l GI component b 10I sure sty o1 beFldNg dczlaner-not buss - tleslan=a fill 4l, I s - : T.lateral supped of Intl t—il web members only.AddOB 1 IernPorary bracing W Insure slabBFly tludnp mnc,=: n is the =;Fe-.ial v ;' Ir= a ecb• >cci.coal oern--•.-�'.c_lq .,. Ane c,ra'I a}ycl gas k 1M1e respc�-1 pall'+ c ..-cc dnp C - Foy 9ecera:'Jub onro �- - le9c-ding latllcador,qua:r)coruvl.s;ornge,ce"eq,ea¢Ion anv tlac6 9.ccnsull 45' Com l;a_ode c,D52 24 6 aaln9=?t pian,cne n.fi-91 Handlinglnslolilod BTWAcommmdeavoab'zfaomimss klelnsllNte,& D-Onoa, 0 ' i- u- - ` i lob TrI Truss Type Dry Ply HURTADO RESIDENCE-GRANDVIEW DRIVE GRANDVW 11115 ROOF TRUSS _ 1 1 - o c 172 NASSAU SUFFOLK LUMBER,MEDFORD,NY 11]63 5 000 s 0.><1]2002 lvlTek Industries,Inc. Fri Jan 03 115T_t]20J4 Puget 5-7-14� 11-2-1 F 15-9-15 22b 2}3-0 lei 5-7-14 - 5-6-2 5-7-145-&8 1J 2 12 i6 to \ 5 III d `x \, e IC 13 12 11 1a 9 E as II _ as= e,4 II - sw= arm= 3na II 11-2-1 16-9-151 n'sF 2Z-6-8 26-3-0 24-651-O 5-7-14 - 5-6-2 9-7-141 5 541 5AA Oy-0 1-0-0 LOADING(pal) SPACING 'e-0-0 OSI DEFL _ in (lac) Wall PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 Ver(LL) 0.06 12 >999 L11120 197/143 - TCDL 20.G Lumberincrease 1.15 EC 0.45 Ved(TL) -0.1210-12 ___ BOLL _ QO - Rep Stress lnv YES WB 065_ ryor_(i7-) 0.03 a Na BCDL 10D - - Cede 6OCeVANS1B5 let LC LL Min pde8=240 - -Weight:=In - LIMBER -_ - [ -i BRACING - TOP CHORD 2 X 4 5YP No.2 TOP CHORD Sheathed or}10-3 ae pudins,except end venicaR. BOTCHORD 2 X4 SYP No.2 BOT CHORD Rigid calLrg drectly applied or III cc bracing. - WEBa' 2X4SYP N..2 T3rapP WEBS - 1Raw at midpt 143,2-13,}13 1-142 X4 SYP SS.&a2X4 SPF Slud,6-92 X4 SPF Slud,6-82 X4 SPF Saud WEDGE - - - - Right2X4SEE SWtl REACTIONS alosae) 13=1EdJ0-6-p,5=1340/a-6-D Max Hpr-14=-Fr 70md case 2) M11ax UPIIft14=64](Ired case 2),6=-6H(Imad ase 5) FORCES (Ib)-Fust Load Case Only - - TOP CHORD 1-14=1�6,i-2=]83,2:t=763.33=-1166,45-1456,}6=1]45,6-]=110 - - BOT CHORD 1}l3=-0,12-13=1154,11-12=1153,1111=}154,9-10=1398,E-9=E1,]d=-61 WEBS 1-1x1553.2-13=551,}13=-793,3-12=110,}10=29,t10=304,&10�i1],:A=-1 ,6-8=150],GC>=-1T]0 NOTES 1)Wind:ASCE 7-98 per BOCAIANSI55;120mph;h=25tt;TCDL=10 opal,BCDL=6.0psr.oavpanry I tegory ll;expoaure D;enclosadtfJW FRS gable end zone;cantilever left and right esposed;end vedioel left and fight exposed,Lumber DOL=1.15 plate Ignp DOL=1 00- 2)Provide adetlmte drainage m pmvenl water ponding. 3)Two RTI 6 USE connector recommended to connect Imss W bearing walls due to uplift at ft(s)14 antl B. - - LOAD CASE(S)Standard - - pF NEW �P JPVA GaRCsK r 9' �M - - LU 4�0-080891 �2� Fcss[o P January 3,2003 - WARNING Verify dcrrlgn parrvmetesr and READ NarES Ox TEM AND REVEEtsE SmE HEFORE Ilse.: Design vagal for use only with MBek conneolgs.Thh design Is loosed only upon parameters shown,and b for an Iindl alual bulldlnqcomponent Io be - Inslpllod and leoded vedleagy Appgcabglly of design param Ian and proper Incorporalbn of compenl k, oslo bliHy 1 baWing despner no buss drlgner.Erect"shown b ter Intelal supped of IndhiMu I web members only.AddBbn I temporary b I q to blur sl blllly during construction k the apo-.c cl 16e r -dduvr, �-"-wren t _ .,Sent all,,.a 1Yz r>spc 4t - t _ b 'O 4 C lin= F =10 pWtlar-ce --- regalanq faarl-,a Lor,gdall/ccal�ol .ora.X.tl=1' y tri and brae iq,cora" 9S 51 Dz I' SF.r.ogrc.C39 ..-,d NIS 9, 6�i B'� O - Handling ng Indallientlgrxing Reeemmo4da navallab�from Rus Rate In.IXule,5a3D'IOrolrb Drt,e,lAad.n,WIS3]19. r i JobTrey Tnrss Type City PN HURTADO RESIDENCE-GRANDVIEW DRIVE 1422050] GRANDVW (-H36 ROOFTRUSS 1 1 a [iaruli I, NASSAU SUFFOLK LUMBER MEDFORD,NY t 1]83 5.000 s Dec 1T 20D2 Mi fek Indls[ries,Inc Fn Jan 03 11 5].21 ZA3 Pagel G2-2 12-2-8 18-0-10 Z}3-13 2330 ,2980 ` S-2-2 6-0-6 0-2-2 4-1141 411-3 1-0-0 4I - - scale=tsa- 2 J \ c X12 a E i Im 1J 13 12 11 10 9 3 6-2-2 12-2- 16-0-10 ) 2}}13 ) 28-3-0 2o-GCC-JJO--bbii!! 6-2-2 - 6-0-6 (5-2-2 4-114f 4-11-t! 030 1-0.0 LOADING(psl) SPACING 200 CSI - DEFL in (Ix) Vden PLATES GRIP TCLL 3o.a Pietas lncresse 1.15 TC 0.81 -Vert(LL) 007 12 1595 M1120 1571131 TCDL 20.0 Limber Increase 1.15 BC 045 Viet(TL) -0.1510-12 1989 SCLL - 0.0 Rep Stress Incr- YES We 0.65 Hom(TL) 0.03 6 Na BCDL 10.0 Cade BOCA'ANSI55 - let LO LL Min Vde0=240 - Weight 2091b LUMBER - - BRACING TOP CHORD 2X4 SYP No.2 TOP CHORD Sheathed or 3E-15 cc pcdlns, except end verfials. BOT CHORD 2 X 4 SYP FIo.2 BOTCHORD Rigel coifing directly applied or& ce braving. WEBS 2 X 4 SYP No.2 'E,cmp0 - 1 WEBS IRaw at midpl 1-13,2-13,}13,3-10 1-142 X 4SYP SS,552 X4 SPF Stud,652 X4 SPF SM., 82 X4SPF SSW _ WEDGE Right 2 X4 SPF SM REACTIONS (Iln&ze) 14=11!e1ro ,6=1330N6-0 flax Hoz 14=141(load msa 2) - - MaxUprdr14=-83](k die 2).11 63(load asa 5) - FORCES (b)-First Load Caae Only - - TOP CHORD - EOT CHORD 1}14ti.12-13=134Q 11-12=1346,10-1 t=1346.9-10=1395.39=61,] d1 WEBS 1-13-1'014,2-13=503.&1?=-]30,3-12=12t,3-1a=-159,410=3ee.510=-203,S9=2i],G9=1510,6{�-1T/n NOTES I)Wmd:ASCE]-98 par BOCA'ANSI95;120mph;h=25f1;TCDL=10.0p F,BCDL=6.Opsf,mmpa y vatEgay Il;exposure D;endosed;MV:FRS gahle End Zone;car ilever left and right exposed;end venal left and nghc exposed,Lumber DOL=1.15 plate grip DOL=100. 2)Provide adequate draira9e to prover[water pordiN. 3)Two RTI 6 USP connecrors oeoommended to con11eC1 tows to bearng walls due m uplift at jt(s)14. - 4)One RTI 6 USP connertore recommended to connect tri es to beanng walls due to upldt at ft(s)S. _ LOAD caeE(s)slandaldof: NE�Y r- AP 2 C? 0.0600 AgOFESS%O�P v January 3,2003 WARMING-verily design paraareberr and READ ROTES ON THIS AWD REVMR ISE BEFORE IUSE.' Design valid for use only with MRek conneclors.Thy design b based only upon palamelers shown,and Is too an s dlvldual building component to be -- - Inslalled and loaded Vertically. APPlkablllly,d Colon parameters and proper Inc<IPoralion of componenl le responslbilly of building designer-nol Inns -- dost,,er.Poch,sbown b Ia lateral support of IndM ual web members only.AddUl nal lempomry bracing to Insure stability duling cons rucllon 1s the •," rsa . -- .1a11 , —sr., brc ina o . 'oil _ k Ino - .:Goma ae'lner Fol 6 - •_ ,• _ egarm na fabrl olpn,qual.r cent d,stormy aal.=y,e,- toy and t i wn- - S Q.1.1, rd,]_ 4 Erocm4 Sri Y o F i v - dvi@y� -" '- Handlinglnetalling and!10=ing Peeemmandallonavollabz horn Truss Pale lnslllule,563D'0 oftbDN h1 dbon,WI53719. - 1 '.[ � 1Ims TkOuOsF TT1PReUSS, Q1 y P1 HRTA0O RESIDENCE NC-E-GR:NDVIWRIVE GRANDVW TH14] 113205Od Dac 170 NASSAU SUFFOLK u1h@ER MEDFOFD.NY 11763 S.Opps Dectt2W2hOTek lndusMa,lnc. Fri Jan 11311:57.242003 Page 685 - 13-2-15 19-11 1 24-1-2 F 25-3-0 129 685 P'G9 6-8-5 4-1-14 41-14 1-30 srd12=1'AO srev -ax tl _ ait xsC 1 - 4 \ v 3tr5 9 W L= �N i � 5 j \ 3.s C f ' 13 ' 1S 12 - 11 - - 2. 11 3114v La II 3.f- 3.9= +r- 36 II 29--1-0 it 6-6-5 132-15 I 19-114 21-1� 263-0 2 -0 68-5 68-9 685 - 4-1-14 4-1-14 6 _o 1-0-0 LOADING(psf) SPACING 295 Tc Wrt( In 0.) Vd28 PLATES GRIP TCLL 300 LucaPlates erIoease 1.15 TG )..99 Ven(LL) D.15 12 >699 MII20 19]/143 TCOL 20.0 Rep Stress Inca 1.15 _ BC 0.53 Vxrt(TL) A.15 10-12 x999 BCLL 0.0 - Rep Blrass Incl YES N/d 065 Hcrz(fLJ 0.04 B Na _ BCOL 1(1.0 Code BOOA/ANS195 1s1LCLLhBn Vda0=240 - Weight 1941b LUMBER - - BRACING TOP CHORD 2%4 SYP Nat TOP CHORD Shealhad, except and,artimala. BOT CHORD 2%4 SYP Not - BOT CHORD Rigid ceiling Grerily applied or 6-0-0 cc bra6ng. WEBS 2%4 SYP No.2-E,,.pP WEBS 1Rm .I midpt - 1-13,&13,310 - 5-10 2%4 SPF Stud,39 2%4 SPF Stud.&9 2%4 SPF Stud,68 2 X4 SPF Stud WEDGE Righ[2%4 SPF Stud REACTIONS gVsim) T4=1a ()A-0,8=1840/O$ - h1a.H=Ii=630(load case 2) Max UpliQ14=d2](tmdmze2),8=617(odrase5) FORCES IN)-First Load Case Only - TOP CHORD 1-14=161],1-2=1131,23=-113],3-M1=-1330,5-5=-16E4,58=-1 T42,o-]=1ID ' BOTCHORD 13-14=0.12-13=1581,11-12=1581,10-1T=1581,9-ID=13T/,8-5-�1,]-sal WEBS 1-1}-1]20.2-13=655,31}-_W2,3-12=131,3111=-381,4-10=4b,5-10=80,5-9--323,6-9=1511,68=1]66 NOTES NVArd:ASCE 7-9d per BOCA/ANSI95;120mph;h=250;TCDL=10.OpsF,BCDL-6.Opsf;azupancy catagory IF,e.preure D;andased NIWFRS gable eM Zona;cang1.,,e,left and right..pased;end o.rlioal left and sight expmed.Lumber DOL=1.15 prate grip DOL-I.M. _ 2)Provide IG USPla draimei 10 p rre wed to conned 3)One RT16 USP connecters r.wmmendetl to connect buss to beadrlg walls due to up8d at11(s)8. - 4)One RT16 USP connector=n?<ommended to rdmeR truss to bearing Kalls due to upfd a[1t(s)d. LOAD GASE(S)Slandard _ - of NEV ACO P �JpN cAR�`v 09� sA " . IZ e 01 1 �0.OBOB91 v -- - - January 3,2003 I �19ARN7NG Veljfy dedgn paraniefert and READ NOTE'S ON T$IS AND RE9EASE SIDH HEPORE USE.- . -- _ - -'��0 Deslpn vaBtl for use only w8h Mgpp,x"eevf d d i porn 8 besan only upon Potameters drown,and k t r an Intl Mdual buRdln�compo' it to be d.,I,led and Imtled vedlc To, e,.1ku blRly old Jgn Parameters and pso my.Inowpola l leo,component B:P Inst se sa of,r during deslgnes ncI buss despnet Ela cln0 shown' F. do !e l s 1p !' tr ll b' .1 web m^m ber=only.AddX6'ol temporary ,of:0 to Insure sl obllllyv.F.; oone,zi n b IM1e cl ul =tec'u. 4tlC'bncl ia• _.coli b�acln0 c+fi= o. ra.,'.._o Iu; the to Qo.r.-'SI{.r o11Fa DJ.n9 deynet.Fc p r_I OL%]anCI - —•• Hondt!rg labd.:ullon, Brociill conhcp siosay,del retll -.e,- rn and ale l 0,c✓eu'6<_=ae ftlo Smndcu D.9 1919-_' 2 'per 1 a tl,c;'1 Hpntlt'ng lnstaRing and Brxing Recommontivtbn ava4abb❑oro Lus Rale lnslttute,563 D'OnoM1b Drtre,l4adlwt.WI53]19 �JF �Y Job Truss _ Truss Type OryPry HIIRTADO RESIOEIICE-GRANDVfEW DRIVE 4204 GRANDVW H146 �FTRUSS _ 1 1 1 onall NASSAU SUFFOLK LUMBER NIEDFORD.NY 117E3 5 O00 s Dx 17 2002 F.IITek Intlusories,Inc- Fri Dart 03 11:5/:29 2W3 Page 1 F - 7-2-9 ! 1L3-6 ! 215-15 ! ze-o-a 2299- O 7-2-9 7-0-13 7.2-9 69-1 1-3-0 _ Sat,=1.5]0 6,5- 2. II iv= ' 1 - 2 3 a 5 \ r - a.m L i I � 3+s 6 7 ) c +c ¢ u 10 a a zx1 II In _ 2xs II .3.1= We U+ I[ 29-6-0 7-2-9 1455 21-5-15 26-3-024�� 7-2-9 7-0-13 7-2-9 6-9-1 08 1 -0 LOADING(psf) SPACING 2-0-0 C51 DEFL n "I Ude' PLATES - GRIP TOLL 300 Plates Incre�e - 1.15 - TC 0.66 VanILL) 0.10 It 1999 M1120 19]H 4-t TCDL 20.0 - Lumlorincrerse 1.15 5C 0.62 Vart(TL) -0.lE 11.12 1999 BOLL 0.0 Rep Strews 1. YES - WE .0.59 Haa(TL) 0.05 B Na t BCGL 100 _ Code BOCAlANSl95 1si LCLLMin I/dell=210 - Weigrn:In lb LUMBER - - - _ BRACING TOP CHORD 2%4 SYP SS TOP CHORD Sheathed or 4 1 oc puffins, except end verticals. BOTCHORD 2X4SYPNo.2 BOTCHORD Figid ceting directly applied or 5-1041 oc baring. WEBS 2%4 SYP Nu2 'Excapt' WEBS IRovatmirlpt 1-12,4-122,49 2-12 2%4 SPF Sled,4-11 2%4 SPF Stud S-9 2%4 SPF Stud 6d 2%4 SPF Sud WEDGE Right_2%4 SPF Stud _ REACTIONS 01Gaizw) 1}1683/0.6-0,8=tE40/0-6-0 hlax Hoa 13=540(load case 2) - - hlaz UGIiRt3--875(Iwd ase 3).6=EB:.(Iyd case 5) - - FORCES (Ib)-Frstl-cad Case Only TOP CHORD 1-13=-161?.1-T 1421,23--1421,3A=-1421,4-5=-f 36E,5-6=-1725,G]=110 - - BOTCHORD 12-13=-0,1142=1fi64,10.11=1E61,9-10=1fidt,33=51,]5�1 WEBS 1-12=1E98,2-12=-]0],4-1219,411=141,4-9=-0c5,5-8=336,6-9=1460,fi-E=-175d NOTES - I)Wind:ASCE 7.98 per BOCA ANSI95;120mph;hQ5ft;TCDL=10.Opsf;BCDL=6.0ps F,occupancy category II;anpozura D,anclmedNNOFRS able and zona;cantilever left and right exposed;end vertical left and right expened;Lumber DOL-1.15 plate grip DOL=100. 2)PmNde adequate drainage b prevent water ponding 3)Two RTIE USP connectors recommended to cacannmeo!ruse to bearing walls ue uplift a11t(s13. 4)One RTI6 UW SP connecs recgmmentlatl roed brouss bearing waldW b due uplift at j1(s)8. LOAD rcasE(s)slandara OV NEiV GJP 'Jp,C1 GARC/' 09!' T )S�{/ W N�o,Q9�'o-oeop9�P � j 0Fessto January 3,2003 WARNING-Ver+fg design glmameters and READ NOTES ON TIDS AND REVERSE SIDE BEFORE USE. _ ��®• De51gn valbf br use only win MBek connectors,This design Is based only upon paramelem shown,and IS low an Individual building comp on_nl to be Installed and boded vedbagy. Applicability of design parameters and paper IncorPwatbn of companenw leresponscm,of bullding deslgner now it.. , designer Bracing shown k la Ialeral.,Pat at Individual web members only.AddXbnal lempcmry browing to Insure stability du+wna condmclbn is the el Ina =_ - Ada bnol P_nmon-nl craw^.g a -cal sf,tlu- e ln. -cp:-e..L r at the eu0.'.ng de:kx..e.. Fc. g=nercl - re9a al-q rao tato q Yy rnl:d.slung( de r. r Wn gra L.cng CGf+u CST E3 Quc M1y Scra.rd,i E 6 c ny ir3c'w cr a n.. - �`-F`� Handling Imicillin9 and B Ing RacammwWafbna Rabb frern ce,TruFlab le =IBWe5a3 D'Ooollb Drive.TAadlsan,lLIS27l9.cr. - YpV/ ,p Job russ cuss ype ry y RTAO DEN - RANDVI W RIVE 14320510 GRANDVW H149 ROOF TRUSS 1 _ (optional) NASSAU bUIrVULK LUMBEH, MEDFORD,NY 11763,MITex.Industries,Inc. 5.0 O s Dec 11 ZUuZ w eic industries,Inc. Thu Jan _ 1��B 2003 Page 1 4 486 934) F 13816 � 1343 23-0-10 i - 263-0 4A-fi 4-6-10 4-610 4x10 480 32-0 . :ale=1:49.3 SKS= 2.4 I'. 3.9 = 2.4= 2x1 11 3,,8= 4x5 1 2 3 - -4 5 fi 7 - - 9.00 L12 \ 3x8\ l as 9 3x4= a 1713 19 20 16 21 22 - 1s 23 2414 25 13 2e 12 27 28 11 10 3x5 II Special Spe_ l 3xa= Special 2x4 11 Spacial 3x3= 4xe= 2x1 11 Spedal 3x10= 3x10 II 3pedal Spacial Special Special Special Special Special Special Special 29-E-0 4-8-0 1 33-0 136Ia 1 1833 23-0-10 1 2a-3-0 2r a-a-e - aa16 4x10 bald ba-s 32-5 oao 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (fac) Ildeft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.69 Vert(LL)_ 0.19 12-14 >999 M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.26 Vert(TL) 0.1812-14 >999 BCLL 0.0 -Rep Stress Incr NO WS 0.67 Harz(TL) -0.05 10 n/a BCDL 10.0 Code BOCAIANS195 (Matrix) 1st LC LL Min /defl = 240 Weight:405 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0.0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid celing directly applied or 7-2-6 oc bracing. WEBS _ - 2 X 4 SPF Stud *Except' - 1-17 2 X 4 SYP No.2, 1-16 2 X 4 SYP Nat,3-16 2 X 4 SYP No.2 - -3-14 2 X 4 SYP No.2, 6-14 2 X 4 SYP No.2, 6-11 2 X 4 SYP No.2 - - - REACTIONS (Ib/size) 17=1683/0-6-0, 10=1640/0-6-0 - - --- _ - Max Herz 17=-509(lo3d case 2) - — - Max UpIRt17=313511oad case 2), 10=-3341(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-17=-1616, 1-2=-1311, 2-3=-1311,3-4=-2382,4-5=-2382, 5-6=-2382,6-7=-1476,7-8=-1981, 8-9=-273 BOT CHORD 17-18=37, 18-19=37, 19-20=37, 16-20=37, 16-21=2102,21-22=2102, 15-22=2102, 15-23=2102, - j 23-24=2102, 14-24=2102, 14-25=2182, 13-25=2182, 13-26=2182, 12-26=2182, 12-27=2182, 27-28=2182, 11-28=2182, 10-11=272,9-10=272 WEBS 1-16=1895,2-16=471>3-16=-1177,3-15=107.3-14=417,5-14=-452,6-14=296,6-12=110, 6-11=-1051, 7-11=586,8.11=1211,8-10=-1618 - - - - - NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: -' Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. - 2) Wind:ASCE 7-98 per BOCA/ANS195; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category II;exposure 0; enclosed;M%VFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL—1-15 _ - plate grip DOL=1.00. 3) Provide adequate drainage to prevent water ponding. - -- - 4) Provide mechanical connection(by others) of truss t6 bearing plate capable of withstanding 4135 Ib uplift at joint 17 and 3341 -- Ib uplift at joint 10. - - -- pF NEPV Y j 51 Special hanger(a)or connection(s)required to support concentrated load(s) 379.116 up at 0-6-12,379.11b up at 1-5-11, '( 379.116 up at 3-5-11,379.116 up at 5-5-11,379-11b up at 7-5-11,379.11b up at 9-5-11, 379.1lb up at 11-5-11,379.1lb ,r\P JpV GARC C� up at 13-5-11,379.116 up at 15-2-5,379.1 lb up at 16-10-15,379.1Ib up at 16-10-15,and 379.116 up at 20-10-15,and C7 1108.516 up at 22-10-1 5 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. -- -- LOAD CASES) Standard I' - - * to - 1) Regular:Lumber Increase=1.15, Plate Increase=1.15 - r Uniform Loads(plfl Van: 1-7=-100.0, 7-9=-100.0, 9-17=-20.0 - f W 2 2 �O-08009{ //.�- -Janua 3,2003 p . 1VAANING-Verify dcsW paf tern and READ NOTES ONTNIS AND REVERSE SIDE BEFORE USE. Design valld br use only with Mffek csnrleelors This design Is,based only upon poiamelen shown.oriel is lar an 4Wividual bulbing component Io Indanetl and boded vedlcally Applicablft r dc4gn poramaleis and proper Incorporatbn or component le responslblllh7 of building designer n I IP - desTgner.Eraing the n is Iw bt rat sup,porl or Indwidual web member..only.Addllb of temporary bracing to Insure slab011y during condruclbn is]he -gory - {e r' ba n9 of 1a .I , u. sport z tul,ain,aeze3� ro 4-n_. rega J b rF_alo 9 xY nlrL=la ogaofi=,.er Y,e.eala.n and o,.drg c..n.an�aR 8'aua 1, =..n_c c,l:sr m ar _-0-Pe' V..a'u s2 o acn y _ o� Hondling lnzfglling aM&adrrg Recemmentlalbn avallaDle hom imssfiale lnslllu'e.Sai D'Orraeb De.e,Matlbnn WI53710 - '- - IY11 �L�� Job Truss - Tru=e Type . OPly HURTADAND ORESIDENCE-GRVIEWORIVE - 13320511 GPANO`P+^/ H100 ROOFTRLLSS ry 1 1 o l oral NASSAU SUFFOLK LUMBER,MEDFORD,NY 11753 5.000 s Dec TI 2602 hliTeh Industries.Inc. Fri Jan fig 11 57.M 2003 Page 1 74-S I 149-0 ly 74-8 74-8 4. - 4010=1242 1 - Too F1-2 2.i I 3.1 II 2.3 II z.i II ] I 205 II e I x i IM 17 F7 D 'ss= at II as II -2.a II zxi I a4 II 2.a II a.II ]m II 3V II 14-9-0 r 14-9-0 PIa2 Odsefs(X Y): - LOADING(pal) SPACING 2a1-o CSI DEFL in (roc) Ytlell PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC 0.12 Ved(LL) Na - Na - I'll, 107,114 TCDL 20.0 -Lumber I.... a. -1.15 EO 0.66 Veft(7L) Na - SCLL 00 Rep Strs-s lfrar YES WB 0n H_(TL) 000 9 Na BCDL 10.0 - Code BOQA/AN5195 (1.laoie) 1st LC-LMm Vdeg=240 Weight 67 lb LUMBER - - BRACING - TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-04)oc purlins. BOT CHORD 2 X 4 SYP No.2 - BOT CHORD Rigid wiling dmclly applied or 10.0.0 oc bracing. OTHERS 2 X 4 SPF Stud - - -- WEDGE Left:2 X 4 SPF Stud,Rght 2 X 4 SPF Stud REACTIONS (Weize) 1=ez/149a1,9=821119-0,13=203.'14-9-0,13=23&/14&D,15231/149-0,16=219/14A-0,12=238114-40,11�43i119-0, 10219cad ca -- - kt.Horz 1_5load mese ). Klan Uplih 11- 180mad a.mae5=23(Iwtlwse3),14=165(Iwtldase4),15=R7(Iratl wse4),1�-159(Iwd wse4),12=1fiE(Iwtl case 5), - 11=1]ead c w,3),9= 20mol(batl case 5) - - - - - - hlan Gray 12=2 1.rase 3),,I1=2wtl case t),13=203(Iwd ease 1),1424511oatl nee 6),15~i41(Iwd case 1),ti*2218we wse 6), I R=245Bwe wse 7),11=z-14(IoaE wse l).10=z21(Iwa case]) FORCES (Ih)-First Load Case Only TOP CHORD 1-2=9.2-3=-Z7.3-1=85,4-5=88,5-f>=ai6,6-7=d9,787,3-5=-03 BOT CHORD 1-tE=33,15-16=33,14-15-x .1313- ,12-13=33.11-12=33,10-11=33,9-10=33 WEBS 5-41-163,4-14=198,3'15-205.2-18=-175,6-12=-1513,7-11=205,E-10=1]5 NOTES 1)Unbalanced roof live loads have been considered for this design 2)Wind:ASCE 7-98 per BOQA`ANS195;120mph; TCDL=t6.0psf,BCDL=B 6psf;..parry wtegcp ll;enlxsu e a.endwed;%f W FRS gable end C ^rr mne;wnWever left and right expceed;end vardwl left and right enprsetl;Wmher DOL-1.15 pate grip DCL-100 russ dwhas). . ��O` IV`� t- 3) Tesigd for wind Iwds in the plane of th buss only. Fm w studs esped (normal fa to wind(noal to the ce),see MTeh-Slandard Gable EM Delair �Y / 4)Gable requires continuous bottom chard bearing. 5)Gzhlestudsspc aoedal2-0-0nGAR0 j9 9 6)One RT16 USP connactore recommended to conned[Imes to ba ming halls due to upfft at jl(s)1.9,14,15,16,12,11,and 10. - 07 LOAD CASE(S)Standard _ _ ✓� , LU Z�OA °-080091 �2C7 ROFess(aNP . January 3,2003 WARNING-Verify design pawnetera and READ NOTES ON THIS AND RE VERSE SIDE BEFORE OSE-. mimmefB Design valid for use only with MRek eonneclors.This design Is based only upon pommele re Mown.and is for an htlhidual buBdNg component to be Installed and ktaded vedk:ally. ApplkabYM/of Cedan Parameters and pr per Irlcoeparatbn of cemponenl 6 fesponslbYlly of bullding cledgner net h ss 6 _ - destgneT.EpacIng shown 6 for Ialeml sup,od of Individual web memb,ots only Addabnal iemporery bract a W Insure dabRlly cluring condmclbn Is the AdoM,' o=rrenerl bra=!-{ of aa „ _ =is L �r'Fe burtr4 cesrlj ger.._ - - -- INalaillJ IaJrlc7'fJ ri.QJJ!ty COnuol,S J:ag2.oei,ery,e:eolio.,and braang,c.]nsul: G::-5.: QJ=.fi=Jnaaftl.L`L-5=gro = iJ_51CC:i.:n.a,- ii 91 - ra�� 6 Nantlling Installlrg arM Emeing Recammentlalbn avallable9om Truss Plate lnsllW le,Sb3 D'OnJSb Drive.Matl6on.00153]14.= - Ytl RVQ - fob russ russ ype aty H D R I - NDVI W 1 GRANDVW HIS1 ROOF TRUSS i 2 14320512 _ [optionaq NASSAU SUFFOLK LUMBER,Mt01-1JK1J,NY 1176 ,MiTek Industries, Inc. 5.0 s 0$c 17 2002 MiTek Industries,Inc. Thu Jan 02 14:56:41 2003 Page 1 N Iso 4612 7-W 115.1 135-0 145-0 1-3-0 3-0.12 3412 3-0-12 30-12 1N-D 515= Scale:378'=1' 4 7.00 F12 3x5 -3x5 Q 5 3 T0x14= 10.x14= 6 2 7 t 3.4- 13 11 14 to 15 S 5x12=16 - 6212= TH026 10x10 THD26 THD26 TH026 THD26 14-9-0 1e7-012:9 45-12 74-8 10.53 1 1"s60 1391E 1-0d 0.3-0 34-12 3-0.12 3- 12 10.12 OS-0 140 Plate Offsets (X,Y): 2:0-7-0,0-7-111, 16:0-7-0,0-7-111, [9:0-4.0,0-4-01, [11:0-4-0,0-4-01 LOADING (psf) SPACING 2-0-0 CSI _ DEFL - in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0-30 VenfLL) 0.05 10-11 >999 MII20 1971144 _ TCDL 20.0 . Lumber Increase 1.15 BC 0.68 VertITL1 -0.0710-11 >999 . BCU- 0.0 Rep Stress Iner NO WB 0.90 Horcfrl-) 0.02 B me BCDL 10.0 Code BOCA/ANSI95 INlatrix) 1st LC LL Min I/deft = 240 Weight:200 Ib LUMBER BRACING - TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. - BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. WEBS 2 X 4 SPF Stud . REACTIONS fib/size) 12=5024!0-6-0, 8=510910-6-0 Max Harz 12=-289(load case 21 - Max Uplift 12 2339(1oad case 4),8=-2353(load case 5) FORCES 01b)-First Load Case Only TOP.CHORD 1-2=-1465,2-3=5957,3-4=-4911, 4-5=-4911,5-6=-5956,6-7=-1561 BOT CHORD 1-12=1320, 12-13=1320, 11-13=1320, 11-14=4969, 10-14=4969, 10-15=4970,9-15=4970, 9-16=1375,8-16=1375, 7-8=1375 WEBS 2-12=-3663,2-11=3767,3-11=1177,3-10=-887,4-10=4172,5-10=-889,5-9=1177, 6-9=3712, 6-8=-3588 - - NOTES 11 2-ply truss to be connected together with I Od Common(.148"x3")Nails as follows: Tap chords connected as follows: 2 X 6-2 rows at 0-9-0 oc. - Bottom chords connected as follows: 2 X 6-2 rows at 0-6-0 oc. -- - - - Webs connected as follows:2 X 4- 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-99 per BOLA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category ll;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.DO- 4) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 2339 Ib uplift at joint 12 and 2353 Ib uplift at joint 8. - - - - 5) Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-5-7 from the left end to 11-5-7 toconnect trussfes) HI 12C (1 ply 2 X 4 SYP) to front face of bottom chord. ( pi- NEW 61 Fill all nail holes where hanger is in contact with lumber. - - ,x4 }� LOAD CASES) Standard �9,� 1) Regular:lumber Increase-1.15,Plate Increase_ =1.15 Uniform Loads (plf) Vert: 1-4 100-0,4-7=-100.0, 1-7=-20.0 - l- Concentrated Loads fib) - r 'e' IL Vert: 10=-1572.513=-1672.5 74=-1672.515=-1672.5 16=-1672.5 - • I CSO tiD.000081 ��U ROFESSIO�P 1 - - Janua 3,2003 ®WARNEVG-Vg,[N design parwneters and READ NOTES ON THIS AND REVERSE BODE BEFORE USE. Dc Ign valkl for use only wlih Mlrek eonneclors Thlr,design k based only upon paramelers shown,and k for an individual buming component 1 be Installed and oadeal v dlc Iry AppAcablley of design paramelels and proper incorporation o1 component b,.,or,smlaly of burldkrg deslgne,-n 1 hus desbner. h n k for Ialaal--Piga❑cl IndNidual web membea only.Addlfbnol lempaary b,ociW to Insa a ddbNty during cons1ruciron b Ibe -. 1 11 .- eClo,. Asa rano! I- .M o adrg of the., mA zl.u :e._7 e 1-.'Ic-=rc..,tln -cy- 1 0:the bu1tlF.� a --1.Fram zl g= ]a•Aiocce - legaldng loolkallon,quallli conhol,slo:og-,dcC.e1j,election an 1 heaong,ccns, QST-EE Qu=irvy S,.andard.Daa-54 3:c-rC _r 4,zy,._r_ ---71 Handling Inelolllng aM stating rl cornmandallan available from Tsuss Rale lnslllule,283 D'Onobb Drive,modkon,WIS719. Jab Truss I cuss Type Uty Fly HURTADO RE IDEN E- 1 14320513 GRANDVW HV100 ROOF TRUSS 1 1 I laptional) NASSAU SUFFOLK LUMBER,M DFORO, NY 11763, MiTek Industries, Inc. 5.000 s Dec 17 O 2 MiTek Industries,'Inc. Thu Jan 02 14:56:42 2003 Page 1 n r 1E-6-1 I 2fi-11-3 16-6-1 10.52 axe= Smle=1:61.3 zx4 I I 6 5 1 _ 7 a F12 4 2.4 II a4 II 8 3 2x4 11 - 9 2.44 II 2 1 ' 3x4 17 16 15 14 13 12 11 10 1 2x4 a4 II as 11 3.4- 2.4 11 2x4 II a4 II 2x4 II 26-11-1 j I 26-11 Plate Offsets(X,Y) [6:0-3-0,Ed e7 LOADING (psf) SPACING 2-0-0 CSI DEFL - in floc) Wall PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.52 Vert(LL) n/a - n/a N11120 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.16 Vertrrij We _ - n/a BCLL 0.0 Rep Stress Incr 'YES WB 0.34 - Horz[TL) 0.00 10 nla BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/dell = 240 Weight: 136 I6 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 - TOP CHORD Sheathed or 6-0-0 cc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS -2 X 4 SYP No.2 WEBS 1 Row at midpt 5-13 OTHERS 2 X 4 SYP No.2 'Except' -- - _ 2-17 2 X 4 SPF Stud,3-16 2 X 4 SPF Stud, 8-i1 2 X 4 SPF Stud REACTIONS (Ib/size) 1=168/26-11-3, 17=500126-11-3, 16=477/26-11-3, 15=473126-11-3, 13=447/26-11-3, 12=494126-11-3, 11=424/26-11-3, 10=1 4912 6-1 1-3 Max Harz 1=640(load case 3) Max Uplift =-233(load case 2), 17=-362(load case 4), 16=-330(load case 4), 15=-396(1oad case 4), 13=-140(load case 3), 12=-267(load case 5), 11=-377(load case 5), 10=-86(load case 5) Max Grav 1=311(load case 3), 17=500(load case fi), 16=477(load case 1), 15=486(1oad case 6), 13=500(Ioad case 2), 12=507(lo3d case 7), 11=424(1oad case 1), 10=153(load case 7) FORCES (Ib)-First Load Case Only - - - TOP CHORD 1-2=83,2-3=83,3-4=83,4-5=82, 6-6=-109,6-7=-119,7-8=-115,8-9=-74,9-10=-121 BOT CHORD 1-17=0, 1617=0, 15-16=0,,14-16=0, 13-14=15, 12-13=15, 11-12=15, 10-11=15 WEBS 2-17=-399,3-16=-400,4-15=-403,5-13=-379,7-12=408, 8-11=-359 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category 11;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 3) One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at it(s) 1, 17, 16, 15, 13, 12, 11,and 10. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard _ - ��P�JON G R yy0�`r LS W J - z 1 � is,�O �G-OE DD91 Cr - JanuarV 3,2003 -®WARNING-Verify design parameters and READ NOTES ONTM3 AND REVERSE SIDE BEFORE OSE. Design valkJ for use only wills MRek connectors This design b txlsed only upon paramefers shown,and If lar an Individual bulldlnq d component io be - Inslalleand kwded verllcally. Applk;abBXm y of design paraelers pprompg and aer Incuporaikm or nent b responslbllRy or building deslgner-naf buss deslonel Bracing shown Is ler lcleral suppod of Irsdivklual web members only.AddBbnal lempor ,ry br -Ing to Insure slablilly during corrsiructlon Is,IG¢ = _ Ad-,,., _,nell S•acln4' G' 1Fa o erall s _. n c 11 , - d.1!1,,. n- .. .. _ rago,d g b.. rnr,away o-11m1 ilcmg,a= :ery,er=e ti-arc Bs•a6 QUelly 5 d L56 f=irs.rig a.io He 9i Handing Installl"end Bmcing Rocwnmendatlen avalgble from,Truss Pale Inslllule,583 D"Onclrb Drive,Madlan,V13719. V Job russruss lype y ly AD I N - ANDV 011TH GRANDWy HV101 ROOF TRUSS 1 1 14320514 - (optional) NASSAU U FOLK LUMBER,MEDFORD, NY 11763,MiTek Indo tnes,Inc. a.000 s 0ec 17 ZWZ MI ek Industries, Inc. ThuJan 02 14:56:43 2003 Page 1 r 13-t1� 23-0-5 1}fl-3 1652 - 3x6= ale a 152 9 5 as II zxa II a 6 1 ]DD F12 OIa 2.4 11 J 3 7 +` ] 2x4 II azo II 2 a i I9 ]9 i 3x4 i 15 14 13 12 11 10 9 1 214 11 2x4 11 214 ( 3x4= 2x4 11 2x4 11 3x5 11 F- 244-5 244-5 Plate Offsets IX,Y): 15:0-4-0,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.69 Vert(LL) n/a - n/a M1120 1971144 TCDL 20.0 Lumber Increase 1.15 BC 0.34 VertITU n/a - n/a BCLL 0.0 Rep Stress Incr YES WE 0.24 Horz(TL) 0.00 9 We BCDL 10.0 Code BOCAJANS195 (Matrix) 1st LC LL Min I/deft = 240 Weight- 1101b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 - TOP,CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP Not 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS -2 X 4 SPF Stud OTHERS -2 X 4 SPF Stud `Except` - - 4-13 2 X 4 SYP No.2, 6-11 2 X 4 SYP No.2 REACTIONS (Ib/size) 1=204124-4-5, 15=497/24-4-5, 14=489124-4-5, 13=416/243-5, 11=410/24-4-5, 10=520/24-4-5,9=297/24-4-5 .. "Max Harz 1-525[load case 3) Max Uplifts=-155(load rase 2), 15=-348(load case 4), 14=-394(load case 4), 13=-211(load case 3), 10=-547(load case 5),9=-280oad case 5) - - Max Grav 1=244(load case 3), 15=497(load case 6), 14=489(load case 1), 13=419(load case 6), 11=410(load case 11, 10=527(1oad case 7), 9=287(load case 1) FORCES (Ib)-First Load Case Only _ TOP CHORD 1-2=-164,2-3=12, 3-4=-195, 4-5=-168, 5-6=-168, 6-7=-798,7-8=-189,B-9=-242 BOT CHORD 1-15=0, 14-15=0, 13-14-0, 12-13a-0, 11-12=77, 10-11=77,9-10=77 - - WEBS 2-15=-396,3-14=-411,4-13=-346,6-11-340, 7-10=439 - NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.0psf;BCDL=6.Opsf;occupancy category Il;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right expesed;Lumber DOL=1.15 plate grip DOL=1.00. 3)One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 1, 15, 14, 13, 11, 10,and 9. 41 Non Standard bearing condition. Review required. LOAD CASE(S1 Standard - - ��OF NEW Y 4�PN GARC, 0,9� Z' C9 080091 FiZ v R0FESSIOA - Janua 6 3,2003 f ®IVARRING-V.,[Fydeslgnpar I.and REM NOTES ONTMSAND REVERSE==BEFORE USE. ��®• Design valid for use only wah Mgek aonneelors.This design k based only upon paromelem shown,and 6 Ira on ardlvldual bulldin9 component to be _ Inslolledi and adi vedlcalry. ADPIlaabllay of design parameiea and proper Inwrporallon of ccxn anenl k resporuibiEy of building designer-nol/russ des bnermdn9 shown E for lateral sapped of Individual web members only.AAdbnal lerr ,a ary bracing to Insure stablllly tlwlrq condrudbn k live 'as a.e of me e eclo•.Addri'sno!cerrn Doan! br^=�r4 c'the e•.arc._.s1r•_J.v= , Ine r,s -nsIblllly cf Ine bu'Ulno a?i9 ?r.Fcr gcnzC 9ul-r=.-.c= regcrc ng co Ica`o q-els Y -n�,.I,z oms,de y e ecilon ora o^c ng...o1 Ji6'ao. as Outy 5'=n�ara,LEB 29 Bracing arm .. M.andling Inslelling and Bracing Necommn endetloavollable from Truss p Te In.IXuie,Sti D'Onalrlo Drive,Morison,W]53719. Ilk`= Atruss ype ty y HU RANDVIE /DRIVE 14320515JGNDV4v102 ROOF TRUSS 1 7 !optional! NASSAU SUFFOLK LUMBER,MEDFORD,NY 11763,MiTek Industries,Inc. 5-- _s Uec t7 2 2 MiTek ndus[nes,Inc. Thu Jan 02 14:56:45 2003 age 1 19-149 I 04 1 TA-5 3.5= Sale 1:43.s 2x4 II 4 9 7.00 12 - - - 2x4 II ' zxa II 5 f2 � 2.4 II 2x4 I a 1 C t12 17 10 9 b 3x4 3.4 N4 I Dr4 2x4 II 2x4 II 1910.9 19-10.9 LOADING (psf) SPACING 2-0O CSI DEFL in (lac) I/daft PLATES GRIP TCLL 30.0 Plates Increase 7.15 TC 0.43 VertILLI n/a - n/a MII20 1971144 TCDL 20.0 Lumber Increase 1.75 BC Vert(fL) n/a n/a BOLL 0.0 Rep Stress Incr YES WB 0.23 Horz TL) 0.01 '7 me BCDL 10.0 Code BOCAIANS195 (h1atrix) 1st LC LL Min Udell 240 Weight:82 Ib LUMBER - - - BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. - BOT CHORD 2 X 4 SYP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. WEBS -2 X 4 SYP No-2 OTHERS 2 X 4 SPF Stud REACTIONS Iib/size) 7=203/19-10-9, 12=255/19-10-9,8=504/19-10-9,9=461/79-10-9, 10=396119-10-9, 11=483/19-10.9 - Max Harz 12=-469(load case 21 Max Uplift7=-92(load case 4), 12=-77(loaci case 51,8=-371(load case 5),9=-297(load case 51, 11=-469(1oad case 4) Max Grav 7=203(load case 1), 12=255(7oad case 1),6=504(1oad case 1),9=476(load case 7), 10=396(load case 1), 11=508(load case 6) - FORCES (lb)-First Load Case Only TOP.CHORD 1-2=13,2-3=-193,3-4=-150,4-5=-184,5-6=-191, 6-7=-162, 1-12=-217 - - - BOT CHORD 11-12=77, 10-11=77,9-10=77, 8-9=77,7-8=77 - - WEBS 6-8=-403,5-9=-386,3-10=-316, 2-11=-408 - NOTES 11 Unbalanced roof live loads have been considered for this design. 21 Wind:ASCE 7-96 per BOCA/ANS195; I20mph;h=25ft;TCDL=10.Opsf:BCDL=6.Opsf;occupancy category 11;exposure D: enclosed;MWFRS gable end zone;cantilever-left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1-00. 3) Gable requires continuous bottom chord bearing. - - - - - 41 Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 377 Ib uplift at joint 8,297 Ib uplift at joint 9 and 46916 uplift at joint 11. 57 Two RTI 6 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 7 and 12. LOAD CASE(S) Standard _ OV- NE P �JPN Gq/3C/S O C.D9� II n `SOA .08 09" v R�FESS10 Janua -3,2003- . f ®WARNr G-Yes-M dedgn par4ns t.and REM NGTEE ON THIS AND EEYERSE SIDE 19EFONE use. �v® Design vaAtl for use only wl1h Mask mnnecloa.This design Is based only upon parameters drown,and Is for an individual bulltling ecmpanenl to be installed and loaded ,edle.W. ApplicablBly of design pommelers and propel Inoorporallon at component b responslblBly of bulaing desgner nor Fuss designer.Bracing shown k for laleml supped of Individual web member only.Add@lonal lemporary bloc-Ing to Insure stability during condrucllon h the ISSN_r,vbl, Or r 1'.. FCa�lanal bcnJ O, Ir.e c:clal�1L'Clll`_`k Ir,c 1-iMn_t.11y ar In, b.11cliIg dvsFgnel F.]I aer.-1.^ 7JL]ari-- regeia.ng ioarkgf br 9ueCly coni!_,1 sciage,tlel:.er)aele:lion ana olodng,amu!:ast-5e Cuemy s:arni c'G Dig-uL &c y 3c,G:;el!on:.v�.'..41:.ir. P.arldlinglnfa111ng and Bracing A..rmrand&.lonavailable from Truss Rale lnslBule,S D'OnaBb Dlive,Madison.W153719.c.r rusruYFr Y Y - —�� ss 14320516 s ;N IHV103 OST 1 1 (o tions!) -[K'(DF{35F, In TT78T. I ek Industries, Inc. s uec 1 e In ustnes, nc. I nu Jan 02 14: Pagel a AAI k 17-3.12 8-0-14 9-1410 4x4= Srak=1]5.3 5 2x4 II 2.4 11 - Too 12 4 B 2.4 II 2x4 It 7 3 20 II 2x4 It e 2 s le 15 14 t 3x4 i 1 1 3x4 C 2.4 II 2x4 II 2x4 II 2.4 II 2.4 II 2x4 11 2x4 II 173-12 17312 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.12 Vert(LL) n/a - n/a M1120 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.10 - Vert(TL) n/a - n/a BCU- 0.0 Rep Stress Incr YES WE; 0.10 Horz(TL) 0.00 9 Na BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min Udell = 240 Weight: 761b LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathed or 6-0.0 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/size) 1=127/17-3-12,9=132/17-3-12, 13=203/17-3-12, 14=244/17-3-12, 15=224117-3-12, 16=294/17-3-12, 12=244/17-3-12, - 11=221/17-3-12, 10=305/17.3-12 Max Harz 1=-324(load case 2) Max Upliftl=-64(load case 2), 9=-1(load case 4), 14=-171(load case 4), 15=-163(load case 4), 16=-219(load case 4), 12=-168(load case 5), 11=-163(load case 5), 10=-218(load case 5) Max Grav 1=127(load case 1). 9=132(load case 1), 13=203(load case 1), 14=250(1oad case 6), 15=224(load case 1), 16=295(load case 6), 12=251(load case 7), 11=221(load case 1). 10=305(load case 7) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-89,2-3=-89,3-4=-85,4-5=-85,5-6=-85,6-7=-84, 7-8=-89,8-9=-89 BOT CHORD 1-16=30, 15-16=30, 14-15=30, 13-14=30, 12-13=30, 11-12=30, 10-11=30,9-10=30 WEBS 5-13=-165,4-14=-201,3-15=-192, 2-16=-229, 6-12=-202,7-11=-190,8-10=-237 . NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per BOCA/ANSI95; 120mph;h=25ft;TCDL=10.Opsf;BCDL=6.Opsf;occupancy category II;exposure D; enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.15 plate grip DOL=1.00. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MTek "Standard Gable End Detail" 41 Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection Iby others)of truss to bearing plate capable of withstanding 171 Ib uplift at joint 14, 163 lb uplift at joint 15, 219 Ib uplift at joint 16, 168 Ib uplift at joint 12, 163 Ib uplift at joint 11 and 218 Ib uplift at joint 10. 6)One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 1 and 9. 7)Non Standard bearing condition. Review required. of NEW y LOAD CASES) Standard Q' �JpA GARG,79 0,9� It r_ cc W y 2 NCO tioA. .08009, 9�FESSIDNP Janua 3,2003 A WARNING-VerM design parauuNn and READ NOras ON rBIS AND RBVBRS6 SWE BV"RE OSE. Design void for use,only with Moak conrroctoss This design Y based only upon Parameters dpowa and Y lar an Individual twidlng,component to be � Installed and loaded ventral y. Applicability of design paramelers and proper Incospaatbn of component k raslw Os Y of buw g designer-not truss designer.Bracing shown Is lop lateral suPpod of IndNldual web membefs only.Additional temporary brackg to Insure stablity during,conshuclbn k the omonSblllty of the meclor.Additional pehnanenf braclnq of the ov<rall 10ucW1e k the 211whfbllly of the bulltlhq tl-:qo r Foi a e:al gijlcfonce 'v' regoraug labrbalbn,quaqualityconlwl,slopaga,0-1".,Y,0-1".,Y,erectbn and biaclnq,cur lull Q51-S4 uuu Ily ".andafti,USb E �y,/�i'Q�y eK aandli g Installing and/raclrq lkecanmeMatbn ovalableaom truss Plots tnsleute,Sea D'Onohb DMe Madhon,WI33]10. � 1 , , [ ] I "d#BERALB07fE8" . v,' - � ( ontinaouslY ySated f Insulation R-wipes and glazing U-flaon must 6e clearly markai an the building phos or specifications. . I Dust fusillades: --1. . All work shall conform to the rules and regulations of the Iowa, ' ;,33 1111- soffits' are ,tq,;be c 'ainyl; . . '� OW SlWurn ddudab unca'td[ttooW imics or mica or mWde the isalkide the building must must be troubled to R4.ed to R-4. sad Now York. statenknorgy Cons a'vatLon the fork State 8uildiag t7tde, }, iv ('.s &' &DOORS to verify x111 windows lists bafgtt�.aumla ntr'eatwat.of� ,,' [ I I Supply dada in unci fidkpwd apaaa mud be f tskil"o R-e. s # Permit Number 1 ] I Return dtnu in unagditiood epacd(dapt basenaus)mtwt be insulated to R-2, �2 'Dimension fi'qur.a shall always "be taken in preference to scaling .of 'Mllt'k., all window* Are to ,moat Saw York State Tiro at 'a far _ I I outink cn is not regskedon rcore ducts(ex sept b ants. drawings. Do no arab, draw£nnggat All, dimensions and cogd3tiona must rails. Contact,architect is is ropor windows ,are a aC£f$,id¢.i A11 be verified before ordering materials. ,, .Iwleo wi, . unless.Otherwise noted, art to ba Aadsreen ick "!Yr ortaasW,( Y g Ota r. hon Aspp'Ltlt " I _ _ - mean quoted to 'gwnors, ora to include all" sokeiialre tr taddlma: ' �Ck k�Dp1PUflBCE t C ] I Aadh ves��maosio- Iw<+e Ibcdded-faMic,or ed with W+.�mantra changeeorder.o to orders to scatter d, Ado ad eeadbapprooveddtbY . :g16. , A . . oc red, 4 y is 11 glazing 3n exterior glass not more then' YB abOONs fi)t3.tbad `. i 1WewYnrk'3tatteENergy,Cgo rvadon'Constr BCale � /fie I ( ) P wK+ we P� architect, g ; ,Orr to be tampered. I Fxcepllon:Continuously welded mrd locking-type longitudinal joints and owns on ducts 1 SOSwnrc Version J.31Loleeae Jq -r I operating atImthan2in,w.g.(5100Pa), 4. Cpntractor shall be esponsiblt for rerificntsoa of all' hold 36'. All skylitas (lf ami ) acs tp be made Aad•ratn and aro to be ThmNlquaaa:C:!Progmm FilaKltaditMeCchgNc\Mow Oriau, y y� + [ ] I Q(a�tc1saha116esuppatedevery1016edoinaaodanawiththemanuiicmrer'sindructiana toeaaurpmenta and, shall bring to 'the. attention of the Architect, any .��tpat�N; of gless�. Provide double framing on ahl four "aidtge�,'of. eky'lit's:' ' TITLE:New Hame [ 1 I C11, oaling duds with erderior insulatNon mud be covered with a vapor retarder, discrepancies between the drawings and actual field conditions. [ [ I Airfiltersarerequiredintherclurrnaysyden. '31. All Interior doors are to be 6 cpanal Masgpite 'colonist at�rle. [ ] I The HVAC system mud provide a.means far balancing air and weer systema. S. Architect is not responsible for"'supervision, inspection or " All doors shall. be pre machined, All lower level doors' t0 be 7'-•O"' administration of ihls, conatruction proect. Contractor is to Thigh and all ,2nd floor doors to be S'-6r' its height.. STATE:NowYol�-" coordinate all work scheduling with owner. STATE:Now York - I Temperature Controls: - - I DRYBAl3. 1NBTALLATION . IT HD0:5750 [ ) I Each dwelling unit hast lesat onestherrnosut apable of automatically adjusting the space 6. Contractor to provide adequate sharia to insure personal safety - 3S, All drywall inatallation to comply with Chap ter 47 of 11,19 C. . temperature act paint of the largest mese. p e Pt Y act ' CONSTRUCTION TYPE:Owattted I art Family � � and minimum atresw$ to existing structure during construction. Provide 1120 on all walla and eeiligga throughout tba addit 'MAT)NO TYPE:Na-Electric I b. All gyg," Ad to be screwed to the wall. studs'. Nq"a0,linq 1I Ekdrit Sydow. a. ' • 1:; DATE.09P02Al2 .[ I Sgenteei etas areraryinedforadtdwellingtwit " 'a. N� sills are to be1f(2) 2a;bat a lmn4xed lumbi lith 1/210 lir . area,"" d. iareastdboard inha1btocasepiendlIItnbeaseestd• kitchen ain7F., sum DATE,OF PLANS:Aupstz,2002 [ r diameter r e 8 long a p tT,scgaide5'JSe TIP*" "N", �bdon ahariin9spaad walls Of courage, 1s�r , ,FH tlilE'O ATION: .`[ ..I I Fireplaces least be tnd¢lhal wiM tiiglM qg nms�tae bie'BrwlpLoe deaq. A'l ".+lirt s " ban be :;dt" „ti "'.'r,., ." �' +•:,� , 4 y *y)t, t, . - f , F tWrtbepr w6lLalpml -riru droF' IKeaatunasien ere . w> d., "+ r' , ..; ° hal, no,� Q4114" (100 imPl + d�' rep � 1111i1i �. r. .%i rt. l .i.'- r r. . rtluiRuidwhrll RewYatkSlal er - ,: ,;u .•, : :. ;` ,�, . ., ., (? :.� � � .., - � a � '. '� s ..,,q , ,:.�! ,. - „ w. . Y 'C B' C .,. .px „ T�,.�. _r ;,,, I tux New ort I �a" � e#O": 1 G h« .� .. :..w :a.,,<, N MA�enk �s..AIX olW4n r r.. . ;Ni.,.. ,r wo;.,,�e wx rr r n1 .vt w iiM'paR'£fiQ P' z,v „ a t sY1''', 1► a ,fir; -� 4s . � 1: 1 talnaihate t'"a yteai. 10 7.,, ,. a , �:,! :.:: .. _ - 7 ,vr rr _�� err ' s " :i" _ ""Wil itll''!IK "� and t �toklad, .r'eti '.�bl`�; k, , 'r,,.,,,r• w,,,.iti ServkgWaterB h ). MIR p .,� ,ei . J + ir 4 . i7: , ��; „4 . , , yii•,�nh. . �'�aJ, ,.,. - w npter. vafiatt 7111 h e :,� t.vbe ;tt:w+t:, ,: '; :, : .�.. �t "�,..,., =sS' ( 'l ! nor cwHi ptpo ri$m$owµM1a+rCtMeattmp'cnbMhr tlta Luke andomlet untass the eiud Y .'.- ', ( 3 inlR'}jdtl5 t,. �.dA;3 `x,- "FT} ., e Aa �.C. : t , y r. I N^a_. - ^, ' " - :�' ,H..� �I" yy a r�ll r . ,. z;' : +,�,.. [ Isap 1Mtt IdtM . ,w p w" i : 11is- uaderwrit ro -r ' .:wet ..x ,:. a- �:2 . , .., .:., ,. .' . .,,, a . .; ',•, 1 4 Lnemdate circulating hat•pilar mtlb lavtta.in Table I. - ::PrOy!3?de-l,doa)als '�p►adsrra�twsaar all ..,,Pd �.A !' iagW p11011s Rf�_'aPd41, a " +.. AtA1 lAb °} y,- +.f: t °r 'Nv I C vwaM Notal wrliyrort, - �wr , ,, a3 d:'',' t�^gi #tattll anirlt+l detMara,'$n, any 'nrw location* as p+ar BerYbekar,,f 41 �..- ,,,,S r , l 13. `A11. franks lumber to bit' rade iu)rkeF"sad E . 2 And; r . l" „`, ' ' - 1 '..T,�:. t ✓ S"d x�°It " �i.. .� W '_.y''. [ I I Wulate crtculemg ho walwptpea to tAe levels to TabkL .Th BSO' P.S.2 14nd, 'shall be one of t '. '.'J, f I .. .,,• , , - ,�; �'`,.��+{, ;,.,M1`� � - � . _.,p �fo2k`}ar . _ �'�(3lalbi ,-;. � , �.i1,' �COdet 1{ectio4 7� , � ; „ '; . "• ' .. ,:,.i i.�la . , , , t ' t i �. Ail. adviglas Fire Construct. Grade Pl. IS50 p. , VA 1 .,l..B.1r. ']i r `+:x ',;4x " , A,1 uwbing ;to 1 witll atato> and local god CtfyetJNstRM' ,;':�. rf:,. - '.aY,t53: " .' ' h!"•,, [ 1 I All hemd swimming pooh mmt hew m on/affhaut switch and require a aver called over 20's h, Nwr ask;' f5ms'tiructfau Grade Al-154 , .; r' .,.- "� '.ikbahk '. .ltlio all paL` 3o Rc!4M!sarx' for the; pR P'ir:tLwt! - -;;' Coty ! I of the hasng dungy is Gam mndep 0soured. Pool Pumps require a time clock. 14. ?x6ri$a.' x Tis 'lhown TartOgers.;,;�'INtF'+.'16 .''[+"t2 . ". l :at �, ' 4ta ' -, . .t n w :H ;,_•,63 AL)L aaw ;hot water li . nsalated. M PIM lsaehfiooi P, £ a 1►'t �a 1 'flas✓pf „sllMilb+,y,tt moan are, to. ha 1 „ o 'Alar' I I I HVAC pi conveying 105°Fachilled Guide below 55°F mud be insulated to aha -,Oen .ltiDaa., neet ons:' Pr4alde 'gofhlltlt•tOr _ 1. -- - „ --.'4. Heating ■4d Cgolingl dfsi gpiMt, tNaf. Pl7 with AtW.IF padl, of poor - - " '�rt„ I levels in TaEb 2. l5'. - All ,umber i:a oontso with .aonc ars, IN-'VAN 1J� '. t' rata ,tIal ! patetanra tr+ws earidarar: M i M � a };, etkblralUnBii .` True �.,�. so a 11 wa u „ wood 'studs .aro 2 x 6 #n 'sts+ ''Iiad,I srs;to 1 �e9 cY ce if tt ,�xWaadFtgne, ao, ., Imo„ 46. Ali ,r w . , o.o..- a re furriai ot4�r, ,thlgf wit haaq a not ter• require p � o#rthe ds 76ble 1: Mlblmam lolowh ws Tkkknta err Cireslost Nor WaterP OCheraiss noted. , ,. : .• ' i -. p,q . Soil, we ppo "or or al"' mAF2` t" {YY ►• i, t nx «' ate and. vent ipg aball 6e au Insulation Tbidendsa in Inchon by Pane Sires ' ,' ;, j,, ° i, 3d1w tft gD �zus � bt a .rr se�, et feint. AY' 14"ox. lit? 19.4 Os .l�li y - LrN,. K WN. . .Mti .� - " ; 4. lritrraiaisnot ',to ht „ -- 1 F 4&3 - 1t " , 0 1;0 341 Hated Water Na-Circulator¢ Runats C talon Mains and Runoms 17., A .p11... k with eachMn ieSs11 and. al riRtIY3+ . t94D ;, 7,0' t656 Tmmowe( FJ luno ) twtq .251 1:4"lsxfi �2" larger than 11Co41h11eCTM lklrf6 sp , - a 46. ; 'ICwnCraetor to reef r ypr f FLIat�Atlk�"a��e tlkerUhonddlonedSpaee Jr1:} 3aiY; , res �a L7a1ao os r.4 Is z.o �, ' rs to coordinate,.witM_'ownar the f slansomeM,,;P11!d #'r ; „(swirrc�o location o Plot 3;ANtMwdlgavY4wa0aaLllYdtlw 4G` 11 7 ' ' ', 04 a;. 2 " UOJ60 os os i.o is " !shatitst;` conduit and 'electrical batiste. IQO-UO 0.5 0.5 0.5 L0 CONCRETE /'MASONRY _,'tA1 8+STA;FEMENF^ ,, mp4bawes6gde r"Iwiel'iiioeWY(wa; are ! 18. Extend all now footings to uad£sturbad ,$oil Of 21 ton 'nininum R WWT`WiN•WKa . `k,' i41Ub'v,. "`r! blaring 'valve. All new lectin s shall bo' 3!-Oar" belovn" rade.' .The Let '. < _All atruuturat "steel � !oodforpt�to al g s�yy ahe11 'qe KIr-811. 1 slGpndettelf) cif+ H PON* the New odo Stop. i"aamtrm'taa exterior of all foundation.walls below rade shall bar dank roofed with „ A:l.S.CJ. manual latest sdit�on. . All,miewl, to be "shop eoate+g'., '',Cada Wheaa- Table 2. Mistanow,faae7dlaa Tklekaear fie HVAC Pipes. S P pp , - ",, ,, OmiatPro(esuupmltre, ass r F .ry F'ImidTemp. Insulation an elastic coal tar' base, ' bituminous gestic cement. Any discropaney Ada-gasamtAepdrarlwrdogdwta should, be reported to architect, immed£ste11'. Phims:system Tomes Ramgg(h1 2"Rmtmgp ]"and Ixu 1.15=w 2" 2.5"to 41 " n n r r1 - ts r 4B. Atiohbr bolts to be 11/2 diameter 1st long. ' Inatall bolts 1 0 . NetdM Sy7,tetoa '19. All exterior concrete is to Jae air entrained. Sew poured concrete frofa each, corner and S"!-0 ' on coater, maximWa. Minimum, 2 "bolts, per " Low Prewmr/remperium 200.250 Lo 1.5 1.5 2.0 is to be a minimum of 2,soo P.s.i , comprossi'da stranglth is "28 days. '.stall. Low Temperature 1210-200 0.5 1.0 1.0 1.5 - ShawCondtnsate(fwfeedwater) Any 1.0 1.0 1,5 2.0 20. Gravel fill shall be clean, washed gravel 3/4!' to 1 1/2'• in silo kggieledge,belief and p 1 I ' on plans,or Specifications we in conplum witht sCode. CoeaM Sydow or crushed pitons of same size and shall be placed under all blabs where -' 49. All micrclams and wood I bones are made by Georgia Pacific - Chilled Wee,Refrigerant, 40-55 0.5 0.5 0.75 1.0 -indicated on lana at least 4" deep. Installations of 6040& must, most all criteria and mea facto rs P P a u ins and Rrme Below 0 1.0 i - a o owwammignar poo �� 1.5 1.5 - quos ions call All micrglic are to b• 2.0E OLP WC 1;V,L. iA . Zl." footings shall drop halow 'plunl6ing lines. Beep footings shall questions call Georgia pse£fle �¢ ',16'OW43S-1408 ' 'PMrCfRNISi1M6 8; �. �, have a maximum grade of 25 degrees. _ SO. , Any microlam header deepp�esr� than 117/S" -ahoial'd have' 'a'.5 ;112N M�Cckeck 1"Spodon heekliBt SIDING bisaring depth on each end. Lord abould be blocked continub ly to 22 . The entire boost. is to be sided with STUCCO OYER WIRE LATttE OR � he' Idation. Farr walla if nae+y. At cellar oanditiaga, l'a�Sly agluena , tf1tCC'nE[gy , Oesa!'Vat10DCOBBtrwrt[ODCods NOTESTOFIELD(EuildingLbprlmemWaeOnly) SIMULATED STUCCO (DAYVIT)'. Provide 6w corner hotrda, 'there eoynas are abould have 1/2" x 6N' x ON steel plates welded' on top 'reae3:ve wider hHotchrokgoltware Neaman 3.l Release id not shown, Fasteners eka11 be corrosion resistant aluminum or zinc spread loads frank above. _ 1; IiI coated in lengths recommended by manufacturer for thickness and #1,rygy-0p2' ' - - ----'---- substrate conditions. $1, ,Thase plans meet the New York State Building:Code, 712' and 714. 'TIi New ---- .� _ F? 2. • sea w n f1 t � i E 5 � is t al ' d Cor can ru tion Accord • x SITE NONk F 1s a • e' a c door wick ew�xq� ' P zk 'Llano " � ' � "" 1`�°� ( � "' Pia£ahsd grade to� be a minimum of S" below pressure treated sill State Building node section" 7171.4 1g IW ] pl t al er - a Village' 1 - ateQ�O1PL°( C9�1�{C£4Q Yv fTDlAl11C�Q� �C�12t�� /C6 Ian ak'fi.11' shai,#, be ilonm armor toendarians until aA.gwate breaking �es' bee produced a ak i# 2,'proP ToMq' andrelent Likedna q�ps Jit, m4xis Ore sof rite, #hall slope li4ery from rs's2doaYoe and PROVID[ SMOKE-0ETECTING UNDERWRITERS CERTIFICATE 6.F Ceps bdatld�£nto imistim Ls oitcsta DEVICES , a g ' W ding orSeiesurTruas,R30.0avityinsulation g ALARM REQUIRED AS TO PART. 7'11.1 25." All setbacks are "to-ball verified and staked out prior to --_--_-- 26PROTECTiOR Contractor N.Y.SBUILDING CODE. �AtN I -- - -- excavation. ' I dbova-Grade Wa1bo �_- - _ I, wdirWow Framne,J¢"oc,R-Iv.Oavityinsmmion � ,, ROOr2No ,/ THEA A NOtsTo" PROVIDE OPENINGS FOR PLUMBING � e 8� I Canmalt:_ Plashing to be 019 thick aluminuw for to'Iprovid• [ .) I 2, Wail 2; Wood Fame,"I¢"o.c.,R-19.0 cavity insulation '_,flaabi49 at all new exterior wall opaskinga' and, Mhos now' root menta EMERGENCY ESCAPE AS ALL PLUMBING WASTE ��_ I Command: /xiitin4 roof or walls.' Step flashing 'at all chimneys 1n contact with- a Wh7Efl LINES NEED BY - now roof.. All vont pipes ar other protrusions shall be properly REQUIRED BY PART. 714 Or GEFORE COVERING [yOTIFY UILDINQ DEPART ENT A 1, vVlmdowv: flashed with base and cap.flashing. N.Y. STATE BUILDING CODE. 1115-1802 115.1 MTOINSPECTIONS:4PFOR THIS [ } l 1.' Window,I: vinyl From ,Double Pana U-6ctor 0,310 I For wimdaHswithan hbded U-eadaa,.dwalheaimed, FOLLOWING"21. Sill, plate insulations sills to be set on' fiberglass sill sealer t FOUNDATION - TWO REQUIRED ( p Typo _ 'ttagmlpmds.7TJ lye[ )No by Certaintsed and caulked. If C- + - is used FORPOUREDCONCRETE ry 20Install "k house wrap by Dupont on all now exterior walls, f, . �s�-.,tmg ! ROUGH • FRAMING aM PLUMBIND lapping succeeding course not less than 20. � � sy - +�_'! be iFINAL TION L FINAL • CONSTRUCTION MURT Axis Jim Ofi'vl n m_ly- BE COMPLETE FOR C.O. 1 Colneteno: 1,,, 29. Caulk and seem' "a.l joints providing a positive barrier against tke; passage of air and, moisture:, UNDERi, ^GATE ALL CONSTRUCTION SHALL MELT ,,m I SiW instletiano ax saws 4ayy tTgi abpanas ltaet 2. R, itawn m}t THE REQUIREMENTS OF THE N.Y.' t - less dtdllottem oTWe Be YlMTta`l^da"`t .frail--asanaeof$dR.� PROVIDE V, NR, FIRE BTATE CONSTRUCTION A ENERGY 1 , ' Eateryw`jasulmlmtimm savevrrgki - aatWeraidant pradive - 3p. Insulation to be made by t7wens/CornimY Fiberglass or equal, a RATED SEPARATION TO _ CODES. NOT RESPONSIBLE FOR aovaJrmg lank kraut' !raper' barrier.- Vapor farrier to he instal od ab warm, lid• only. PART. 717.3 (i) (]) OF DESIGN OR CONSTRUCTION ERRORS I i' W the append(Ybsrd )'[p �F k)a]pp!If tk ItraPb in.book grMe. ( } [ 3 F1aor2:PliWamkOURUrIll.Me 5pageR•3prtavityinwLNns i.�. pw onlgg galvanised"naila 'and fasteners for all rootinG-and N.Y. STATE BUILDING CODE. [ CaNman: lasbiag applic'atipns. ' PE l I, 3! tllaar3:�11iwaadloiarrtmgOremGMddrAk„R.3o0iayuymasfleu PLUMBER CERT/F/CAT/ON OCCUPANCY OR I. Cowness:' ;$2" ReW aluminum seamless lsrdi/ k:aadl Ba�ttarp at all roof 'slopes. Ali. rlakn�P4ian";of Illi 'leaders. ONLEAD CONTENT BEFORE WITHOUT CERTIFICATE 1 J " wiona,md$ri,ddter onto olle"togaip slue building eavhdppe and we ' SE IS UNLAWFUL Pttitid'e splash blocks ,et 't)rt to ' txamisasCERTIFICATE Or OCCUPANCY Of OCCUPANCY t 7eap4emusbiestai amraaOI SOLDER USE t') tyro' WATER sibemst lights mmtrle 1)T)ga ie nseg,or2)wmlkdin Ideas apprgpr;da av-flgvt aalpp,gly SUP?LY SYSTe":tS/1 L,`r-'[A,/NOT ¢" odeaa4.5`gkruntco Gam aaptiWtibk,agaitiR.lfoan-tC rank euro BMlvemanetiehmaWipt'wRhe" EXCEED 2110 of l°/n LEAD. [ 3"ofaarmtaAvmiamlatim. [. - - I 1 a1pQJ lldstdar DO NOT PROCEED WITH R [ ) iR9?pxredtnorewnm.in"winaerddeotmnnarvptwdfimmopcedtng. ivaDa �ndnoors, FRAMING UNTIL SURVEY P OF FOUNDATION LOCATION PROVIDE ANTI-SCALD ANDlOR HAS BEEN APPROVED. r ' I ,Mr"*+r'ra47dasa0arian `, t ,l T 'whgnrtahted, %t p�immcged ugae wall"b imkovwSmiopeiWiunidepuq THERMA SwnC�KPREVEND 'loop •)a an'4 egoflmmt nilsFbe itksaead batxb ren beddatmined. jTING ellstammtthkr`llitenllaJhatRig'ted,codingbqulpriJmtandeervawaterboong DEVI(,ESASiDPART. 902.6K r(. ] ygy�ysii,tin"btpravbad. 902.6(K) N.Y. STATE BUILDING CODE. BRIAN A. RAPP, R.A. ARCHITECT P.C. ArchtectS Seal Revisiorre, ; ',j-, 4 Non Place Kngs Park,New York 11754 516 544-6340 \y`��nA h O NEW HOME FOR: Dileadgt2 car onus, m v, JNURTADO JR. INC, 01, 2002 9 , nob Nunbar on 2670 GRANDVIEW DRIVE 02-028 ORIENT, NEW YORK 11957 Shuttaantor A X41 Au RAENGS ANO HAIORALS 85'_0• 20'-0' BOTH NTMOR AND EXhl M EIXAVALENT TO A AfU.N DEAR LOAD OF 50 POM PER FOOT. N15T BE A9.E TO WITHSTAND A LATERAL APACT AT THE TOP NOR isceGl°JuLaosPEc� LOWER FOOTINGS IN THIS ARE A TO THE LEVEL All PaovoEuxxEsrATaxsNOKEOETEcrrICALAFe� , NARNAX DAAPROOHIID OF OF BELOW GARAGE SLAB T DEVICE AS PER NEW YORK STA euEDAD co°E STEP FOOTING AS IEC'Y - - - - - - - 250EO.NAIL•AOP6- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • I 1 '' - - - - - - - - - • - - •I ' r - - - - - - - - - - - - - T ' �/' - -�- �'- �'` -,� -i• /'`I /•r / • /f -i- / - i -I�l 1 r i /• sem^ / ' - - - - - - - - - - - - - - - - - - � r - - - - - - J. b . 1 •'• /I / / / / / / / i •' 1 / / / / / / I I / / i4 / / / 1 Y 1 I I 15-4' I 8 11-0• , , _ 1 _ J_ _.C. _ L _ _ _/} ` ,. _ _ J_ _/ _ _ _ _/+ ` ,¢ _ 1 _ _/ _ G _ _ J, I •�• I iI°P " I •'• ' , I II'-10" �' 85 •' ' 10'-0' �' ,'I '�• I If PC.FOLPDATION WALL W/ 12'X 24'PG FOOTINGS 2T-0' i0 i m II II W6 J0 17 TN I /le (7)13/4*% II 7/B'LVL SICROLAN AN I {3)I /4'X II 7/B'LVL All,{5i0L N BEAN 3Z 4"% II 7 B'LVL ROLAN AN/ 1 1 1 I S' topF"! I / I 12 V l ul I TYPICAL BEAM PO V_- rU00pNTGARAGE E: RAISE TOP OF FOU DATION I i ,' 1 , I REAM Bp«ETTOBE •WOE ANMM ---- O 8° MIN. A OVE GR DE ,5-e : I I w I AND 9'N DEPTH TOP OF WALL V +' KAINAK DAPROOrNG 1t-7' 1 I I 4 I / SIDE , x �,' y' I v f el k'l 2-OY ... ' •L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 LOWER 000 OF LALLY COLUNS N THIS AREA /, 1 , 1 + - I - I ' ' @ TO 4' 0 GARAGE STAB I i •< _ ,. _ �_ _ 1 _ L _ _ _ _ _ - _ _ _ _ _ .� _ _ _ _ _ _ _ _ I {� - - 1/ , 4' :'ry I " rY �•' j ' , ' �' 1�,< i/' i�L �{, j - i I' / /T - 'F4 -/' /' .7 ... � 1 ' I 1 r ii b J , 1 ' '/' /( r ., To I '• I I ,q I- � / I _ I I -- II 1 L I , I I ' t I/ I/ I �. " 1 1 I ... ' •- - _I �. _ _I' ' I ,/ ... I b / / ' / nI - x Notes:TypiW I 1 '' 1 1 ''' N T : I ,1 ♦ 31/2'steel My Coon,00 '� I 1 1 ', I , , + I I I C I I I,' I IY a 24•■24'Pa Footig r COLPAC BASE FOR SLAB - I ,r (�,I Y - - - op 1 op .TY . 1 ,r , I i I 3 44ALj WCN 'Fo KIG, 8' 6'-B 9'-10' 6'-8 6'-B '�'/" "I ... 1 4 _ f. BEAN BOC(ET TO BE 'WOE 4WAN . r ' T 1 I I I _I - 0. 1 J,4L - y, AND 9'N DEPTH TOP OFWALt i ' ♦, 1 1 'I _ _ _ I _ Wff 11 7H I , - . T I - , / 1 - 1 - I - I - I I I I II' I N I 1 (2)I /4'XX 1 8_ HACROLAN ff I _ _ _ �) 3 4'%11 7 B'LNL NCROLAM BEAN I I I I ,/ II I I I II I I I- ' IL 1 / I t _ I ek _ Lam, L I 4. 8' I' , 14'-0• '` /'/1 I LOWER TOP OF FOUNDATION WALL t I ,g 0 \ _ _ I /� I TO LEVEL OF SLAB IN THIS AREA. I Lower lapel 1 Italian rd I I I I lyy I ' 41, I I - / ?• I / I I I to dby la 410474 I I I 1 1 S• I I I n I r I I I I / I 1 I 11� I I I / I I / 'I ' / e{ I I n b I i- I NOlee:lypkel I / I ... 12 x24 x24"el PO Ilumn F001FIg,/,/I ,•, i .-i � 1 I I I Ix xl I oIr I .r � �ri , II¢ 4 � :r .'� I / � I ^I x I �, I/ / ... :-1 •, / I 1 1125 I h`. SII ^. �I I I ♦I I Y �-T 1 :a IJ'-3' NN ,� 2 ,PERIMETER SLAB INSULATION >0 11r-s— i ' 24 WIDE — TYPICAL L - T •^ ; I - i r - - - I - T ' n iJ•-0' 1 5'-J' 53' / / - iI- ' - - - I * UPSET LVL HACROL SEAN*-I 1 - 1 1 i2) 3(4 x�I 7 �OPSET LV -- _ - - - ' I. i� Ir R T 117 DEPTH Ir I In ' I IDI X41 �' i - - - N - - mmm 1 Do's bf / / ✓. r BP tNY 1 1 I GI--LS_ �z Y�-�-•- I � _ T^'. t b I • .,. , 13 4'X B 8 T LVL L _ _ _ _ _ _ _ _ - _ - _ _ _ _ lir _ •,,, r•_ _ _ _ _ _ _ - -•I /I /ty Tom- _ _ _ _ I 1,/ I �'' I Av 1 I T X XT'DECK JOISTS I. , ,e 77 / / / / / / / / / / / / ml ' 1 1/' , r -� -I�1VE' r *2 do pN _/- .•/_ _ G _ L 1 _ r Y 11 .a 'L L - .I : r:- ' - -I: i - - - - 2 1-3. 1 - 8•_p• I I 1 g'_ LT ., r - - - 2"SHELF FOR ST - - - 1 - - - - - - -'• ,.. 0' 1 I J , +a,. I .Vo J, ' .. �I . 3'_g I 3'_g• 1 . • r b i , I Fy 1 • , r - - - - - - - L - r - - - - - '- - r - - - - , I b , ... , IF TS 117 DEPTH B•P F ATON WALL 7 I' FOOFW4" ER FOOTINGS IN THIS AREA TOTHE LEVEL ' 2'-01 " � _ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " I 1 1 24•x24•Pc.PER BELOW GARA E SLAB I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W/18'%48'%Yl'PC.FOOTINGS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 r I I I - - - - - - - - - ' v t-1 I I S'-0' T-6' 2'-J' 7'-6' 2'-3• 7'-6" 4•-6' 28•_0. 36'-6' 28'-6• - 93'-0' i F LEVER PLAN A N ,_.. NEW O U N D A T 10 N / LOWER L E L i BRIAN A. RAPP, R.A. ARCHITECT P.C. l ArchitecE'B�e�„- Revisbns --T n 4 Nan Place NO WALL LAYOUTS 1/4 = 1 -0 Kings Park,New York 11754 516 ) 544-6340 (� �r� �°��w�1� l NEW HOME FOR: Date orgmycangAtw AUG. 01, 2002A ) JHURTADO JR. INC, '& nz �C s 2670 GRANDVIEW DRIVE 02-028 ORIENT, NEW YORK 11957 sMecNm6m ;' A - 1 �1 Y 28•-p• 2°-0 I b KARNAK DA LO R FOOTINGS AREA DO TO BELOW VENT DIRECTLY TO EXTERIOR A-7 VENT DIRECTLY TO EXTERIOR Q..um WAL nr nux CCAA - r ^ - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ', - - - - - - - - - - - - - - - - - - - - - - rx - - - - - - - - - - - - - - - -I r - - - - - - - - - - - - - - 1 r - - - - - - ___- - -___�� r - - - - - - - - - - - - - - - - - - - - - -15-0* 9"I a Il'-0" i I 1 1 I `f T ,' I UTIIITY CLOSET ' ' BEAN ROCKET TO BE 6rWDE N If-gr_ J L _ _ _ , 10-0" 8F 1 I 11•_10" ti a i •'• ; � `,,; °p 1 I I AND 9"N DEPTH FROM TOP OF ALL I 1 5/6" IYDe><9YP ba on■aU I � and csthp eammon to residence I , ,,, 4ace , BOILER ROOM I n1 1 I I 6• I � � �,-6• , .•. I NEW 171/2"STEEL LALLY COL AMS I I I ' I ,T I FTESH AR VENT INTO SOLER ROOM _ _ _ _ _ 2,1"%24'X 12'P.C.FOO I I L 1 i a I .•. I �T STORAGE LEAVE T Al SPACE BETWEEN NA WALL I I I I 1 = I ., 1 AND META STUD WALL 6 _ `� 2'-81 _ _ _ - - - - - - - - - - L _ _ _ _ _ _ _ _ flETANNC WAIL pY OTHEAS N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ tl 6 JOISTS 0 II 7 I- I I I "f 1 ''' • - - , ..• 1 1 511 rl '•' BEILE 1- - - -I I- - - �, . b .., r - - - - - - - - - - - - - O I 27._6. �, I 1 �, 6, I .' Irl ,r, 1 O ( I I I 11 N I b 1p ,♦ , 14 - JT I I , I x HALK I FOOT 3 , i 1\�\ i STEEL NSLIATED DOORS - 3,-p. Y-I' 1 ' I I ''' 1 LINE OF FAL HEIGHT FOLINOATION WALL r - - - - - --! 'CAR 'ARA I -'4 , \V� L CLRVEO SOLD WALL STEEL NSOL DDDR - - a MAI R I , I _ _ _ _4:P SLAB W/6"X6"X 10 GA WWM I I I I 1 1 i _ .1 _ tl_ I �`^ I 17d a-Sd 7d I WF 117 T i1 , 4 +'_6. 1 1 EXERCISE ROOM _ I 10 CARPETNO OVER SLAB ' 1 $2 � d 'm I X 1 1 I I .M' • I 1 $ 1 1 � , q'-7" I I 3'-9' - �i � � � ., 6'_X1• Yad mal m r-r BATHROOM bv 1 n l I ,, I - 11 g = 4,', ' 1 , qy ,'1 r� tij § I r rER.TILE FLOOR -p d H �I OAK RAILING 7 � - - - - - - - - - 16.J2, to a e Ce 10 " 1 - - !3 i 1 - I I LIRE OF BALCONY ABOV _ - 1 -1:1 1 N I ^ I LINE OF BALCONY ABOVE - •N - T HALLWAY _ _ I L- _ I CLASS TO HALF OF WALL ¢m:ra1 } 6"PC.SHELF *0 1 1 16 � -I- - - - I J _ 1 '-1 �_ J _ I w b I } 3 gg Y_,4• I i•, 4' If 1 1 8'-a' * 31/2'STEEL LAL(,Y CO}UAV In I I I I - I WFUPPED WITH 10 X Ip WOOD COL o Y 517 Y h • _ F _ _ F - _ I_ WIFBO SERIES FLOOR JOISTS 011 PTH 1 ¢ I � 11111111011 MICRO b - OF BALCONY ABOVE I Y� Yd Y C125 b I b C12 p� C gp� ALL SOX•OF P VRO - } _ _ I - PC.PAD CXW 16-2 :. NEW ENTRY FOYER Cl s 9 1 b I 6. SOLD LOCK THS WALL 1 AS 2' 12'N THE FLAT (J)2'%B"BETWEEN 3)2'x,8 TwEFN (J)2'%B"BETWEEN - " STUDY V r LINE OF ROOF OVERHANG ABOVE OF SH LMA'N LOCATDN a 1'-8' Y-0' . CARPETING OVER SLAB • 220 , - - -J' I 8' O' I 9.-,. FWH 6080 5$ FWH 6080 APLfl FWH 6080 SS 5E6055 ABOVE SE6M5 ABOVE SE6055 ABOVE J . ' ' - 1 I i i I !W7F.80 SERIES FLOOR JOISTS 0 It 7/8"DEPTH - == - - - - - - ; - - - - � - - - - ;- - - - - � - - - - - -;- - - NEW FRONT PATIO / TERRACE b � � I _ _ _ - _ _ I _ _ _ I I . MASONRY SLRFACE I I x I JB-B' D'-n 4,,r 17'_2• C NEW 24'X 24'STRUCTURAL WOOD CAUNS ON 48"X 46"X 127 PG F TNGS I (3)2' 8"Hpt3 i 3 2'%8'HDR (J)2'%8"NOR 1 1E51LIBS S 0YIN 3 , FEW PPE RA AL4 W/ EXTERIOR WALLS=6'WOOD STUDS AT 16'OC. 4'-9' 4'-3' 4'-3' 4'-9' A'-9" J•-9' J' 9' 3' 9" 3'-9' 6-3" 8-0' 8 R19 BATT NSLLATDN -0' 6-3' 10'-0" B'-6' 9'-6' S'-0' 7'-6' Y-J' 7'-6" 2'-3" 7'-6" 4'-6" 28'-6" NEW FOUNDATION / FIRST FLOOR WALL LAYOUT 1/411 = 1'-0" 11960 SQ. FEET LIVING SPACE — NOT INCLUDING GARAGE OR STORAGE FNTE: 5 1/2a MINIMUM BEARING FOR ALL LAMINATED BEAMS OVER + ALL DOORS ON THIS LEVEL TO BE 7'-0" HIGH 7/8" ItJ DEPTH. FURR OUT RECEIVING WALL IF NEC'YJ * ALL; INTERIOR NON BEARING WALLS ARE TO BE METAL STUDS ® 16" O.C. BRIAN A. RAPP, RA. ARCHITECT P.C. Archilect'iSeai Revisions ALL RALNRALS GS AND HANOBOTH INTERIOR AND EXTERIOR Kings Place ('516 )Origitdy ♦E PLAN Cyd MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP K' s Pork,New York 11754 `y {tED Aq EOUHA VALENT TO A MIM LINEAR LOAD OF 50 POLNE S PER FOOT. O NEW HOME FOR: pole 544-6340Oangelad �' k AUG. 01 2002 m J.HURTADO JR. INC, Job Number o 2670 GRANDVIEW DRIVE 02-028 ORIENT, NEW YORK 11957 Sent Number A - 2 ' TE3,4 � �r-s 75 C -7 A IJ��eSICrAdC FA 65'-0 ze'-D CAT ALl INTERIOR WALLS TO CODE 0' 6 6' B• 6' 6' 6 - e' r-o' r-or 1f AFF SET SLL a AFT L SE It'AFF - -Floss - - - - - 1 a - - - - - - - - AF>w - - - - - -AFW-M - - - - -Affw-m - - - - - AFFWxw - - - - - - - - - - JOBS - - -ArFrweau ' - - - - AN51 ANSI AN51 ANSI AN51 AN51 FwC 60x0 ASR AN51 rd (3)2*%xf I OR (3)2'x xr FDR N o (3)2•x D•NOR (3)11716, (3)2'%xf NOR (3)2'x 10'NOR (3)2'% NOR (3)2•% 10•NOR (3)2'x xr NOR 12 VP 1 12 I 1 1 h \ x I TT h ; n I I \ 15'_8. 47._7. / f7 7Rc! F/AP 11 x GREAT ROOM NJ I I ' ry ' r A T R R M ' 7 o ff AFT r o n AFT SET SILL o n AFT SET o n AFT ser a n �\Ir It J ip��\p(/ f 2 A 1 1;'AN41 1 AN41 941 r I )f 3 (3)z'z e FDR (3)z x a NDR )2•x 6•HON (3)2•x a•NOR (3)2•x 6• 1 \ 4-6' 4'_0^ 4,-p• 2._6. \\ \ FIRE CLASS e n NFDDNN a!•� n \ ' _/' NEARTH COMBUST u .B I2• r I 'TC FURNACE FLUE 14/ e `v h 1 12 x �? ZJ BEDROOM # 3 g yyBEDROOMAI Y 4 �= E ppR >v h r - - n I / ROOF T VSFIELD ° : - 1 r.e 1 LINE OF Fe1GE ABOVE OAKoAING • I 4 4'-7• 6' 61- 4' 4-0' 36 13_6• / q I ti i PANTRY tia �,'( I M I r TILE ' ePRIVATE fLATHROOM - b „ 1 .CER.TILE FLOO t 4 12 Y \� a _ 0 ABOVE - - 4- Y \ x 1 1 Tv /� bo 8'-2' b 5•_p' . ti� r afff I e. y._..- . � 1 11'-0• r-P fr 1 �5 - ' I^ 1 ' >C ^ y� I ti ♦'-10� 4• b 6'-Y � -f `l�L/5�S GA � � � �- � -�� 1 12 III i .r W KICLOSET NE OAK RAINC T' u'_6. Y S17* r r 2-� : �.--- - - t � I � 8" 11'-5• TRI �! 3r ,. -r h A R I $Y s CO I >o rill '�D' W1 )MIT b D'-D' ` .I 1 w NL b \ b A2S)2 X.oaTN6� ALILT 9a f 1 RI T BATHROOM R.TLE FLO R I ` r I NEW OAK RAILING / 2--0' b 9'-I' d0cou I rr rr m ITY Y \ - I 4-6• CLOS. 4 / artCla ` rdan I 'i PE Y C P A I BO AFT - p a u FWH 6060 ASL ., \ Sr'I ALL 4 SDES OF SHAFT NA FEW RALNG 81_6. P \ l0 1 - ' ' - -"fl _ _ - _ ' - _ - ` ( 1 r y4!4 _ -(3r2-3112'HDR I ' (3)2'% •NOR 1 (3)2•x i2'1DR- . „ /Z / •.7 BEDROOM 2 _ - (3)13/4- ) / 21.§: _ - 2_ SE 6055 A OVE r -9t ABOVE- - - - SE 5 ABOVE \ N 1 3134•% LVI BEAN C - _ x1176^LVl _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ ' C - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - A N Y ROOM ' •CER TILE FL NEW 4'% 4 .VENT DRYER 0 E%TEM 4 . WASHING NA OVERFLOW AN AND 1 z'x1o'Nat I C%W1 - 2 - - - - - - - - - - - - -1 r H - - - - - - - - - - - V L _ _ _ _ _ - —IWIND WALLS ROOF APRON BELOW LPRIVAT -JPQDM - - SNOW Aro ICE sHELO Y-3• 4'-9' 4'-Y 4'-0' 4'-9• 4'-9' 3'-9' J'-9' 2'-3• S'-9• 3'-9' 2'-3' 3'-9' 3'-9' 13:12 RTCNEO ROOF HERE �' ,CER TLE FLOOR (0 D-Y 6'-g• 9'-6" 5'-0' —PIPE RAILING T-6' 2'_3' 7'_6, J. 7•-6• 4'-g^ Ip'_p• 8,-6, D-0' i II 18•_p• J6_6, 2B_8, I NEW SECOND FLOOR PLAN Arahfteces 56G1 8890,4 li BRIAN A. RAPP, R,A. ARCHITECT P.C. 4,253 SQ. FEET 4Nao110ce K,l Park,New York 11754 ED AF,., 1 Cti 516 )544-6340 ALL DOOR$ ON THIS FLOOR TO BE 8'-0" HIGH AUG. 01 2, 002�� NEW HOME FOR: A n, JNURTADO JR. INC, 2670 GRANDVIEW DRIVE 02-028 ORIENT, NEW YORK 11957 s„rIM„,e„ A - 3 " j 12 TERRA COTTA ROOF ROOF TO ROOF RAs1WD I � 9 - rNEPER VIROOF TO ROOF FLASHING NOTE: .VENT ALL CONCEALED RAFTER SPACE 'wLRALWcsAroHArioRA�saon+nTEwoRAwExTERIOR ABOVE INSULATIQN TO THE EXTERIOR NUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOPE0LIVALENT TO A MIiAN LINEAR L0AD OF 50 P0UDS PER F00T. AS NEW YORK STATE CODE 800.4 - 12 12 9 12 g 12 2 9 D _ - _ EL VA\P 2a!-i" ROOF T/PLATE DORMER ELEV.25'-6' L 50 I I *cmIR24 T/PLAI SECOND FLOOR ELEV.20'� IE 1 - ra TOP OF WINDOWS G I I _ ♦ NEW 5 (ORYVIT)SORFACE FLASH I I 1 � ♦ b 1 ♦ � NEW 3/12 SLOPED ROOF BETWE b � . � WING WALLS.USE SNOW AND ICE SHE 0 NEW 24'SQUARE COLWIS I I WITH SCORING AS SHOWN I I 9' 3' 3' 9' ♦ 12" - T . SE SE 5E W I I B/SOLE 2ND FLOOR V.l ' W.l RAM (312" H X 6 2 X B HDR T/PLATE FIRST FLOOR EL O' FE3 I 1 ® 2'-0' TOP Qi WS 2_O. I I } 1 I h i I I ♦ ♦ ♦ 24'X V COYNES T/SLAB -ELEV.01:0'--4 1 . . I I I I I I NEW 12'P.C.FOMATXN WALL W/ 17 X 24'PG FOOTINGS I NEW 12'PC.,FOLI DATION WALL W 12'X 24'PG FOOTINGS I 6' TRIM ARDIID WINDOWS . I I I I I - I - 1 — r - - r -1 - - - - - - - -T — r- - — — r — — r r r I— - - I ,L _ _ L J _ _ J _ — _ _ _ _ L _ _ 1 - _ _ _ - _I_ _ _ _ _ - _I_ _ _ _ _IT 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, _ _ _ _ J _ _ _ - _ L - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ _ - STEP FOOTING AS NEO , SLOPE FR O N T ELEVATION MAX 25 DETiEE 1 /4 = 1,_ 0F, DRYVIT OR STUCCO 01DN (2'—O'X 1'— 41 i BEVELED EDGE TYPICAL 2" P.C. AFQhjteQPssBQRevisionsBRIAN A. RAPPR.A. ARCHITECT � l�LLV ! TI ^ 4 No P k New York 11754 518 546-6340 �� 44'0 ARC , " NOIL NOT TO SCALE SoLIp Dol. ycomp.ua `�2rLAreR9q DERS FIRE BLOCKING AT ALL INTERIOR BEARING WALLS NEW HOME FOR: AUG. ol, 2002 W C A JNURTADO JR. INC, Dob Nunblr mAr 2670 GRANDVIEW DRIVE 02-028 ORIENT, NEW YORK 11957' SIIN1Nmbw A - 4 . NOTE: VENT ALL CONCEALED RAFTER SPACE ' NOTE LTinney Outlets*d not be lowerU7on . Uw tap of my afar wft 2C-0',nor ROOF VENTS - ion tl„nr—o•above any cornbulele part of the foot NEW ROOF CFAXT ABOVE INSULATION TO THE EXTERIOR or bAft within Hr-Ir delonoe. NEW FM VENT AS PER NEW YORK STATE CODE 800.4 TERRA COTTA ROOF ., 12 12 B 12 ,I TOP/PLATE ELEV.2B-0' _ - 1. TOPOF WS '� b � xo ! ORYVIT OR STUCCO ON WINE LAT1E SMAC b TEMP WOOD STEPS ._., b WITH RALNG TO CODE AS NEC'Y T I , I , I I I I 1 _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 - - - - _ _ __— _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I- L _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ - _ _ _ - _ _ _ _ - _ - _ _ _ REARELEVATION 25 DEG.MAX SAS LOPED Y 25 OEC.MA%SLOPE - - - - _ - - _ NEW 12!•PC.F0JC.FOOTINGS WALL L _ _ _ _ _ - _ _ _ _ J 1/4 77 — 1 7_ 0 77 ALL RALNGS AND HANORAWITHSTAND BOTH INTERIOR ACT ATTHEEXTERIOR W/ 12"'X 24'PC.FOO7TIC5 ' MUST fE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP EOLAVALENT TO A MIMWLM LINEAR LOAD OF 50 POUNDS PER FOOT. ZSTEP FOOTING AS NEC•Y 25 OEC.MAX.SLOPE III 1'YTR 4'ViR : 14 4'VTR POWDER ROOM h MASTER BEDROOM e II L - - — — — — ,� — 1_ _ ?' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I PRIVATE BATHROOM _ _ _ _ L I LAUNDRY ROOM PRIVATE BATHROOM — _ , PRIVATE BATHROOM r - - - -lr - " 'T - - I I I 1 I I , - - - - - -r - -2. 'T - - - - L, - - _ r - - - "f — ra. I I 1 : I t 1 1 it 1 1 - _I j - - - _ -1 12 1 : - - j - 27 - - I' - - - - - h :rVr II I 111/2' I 12' 2.1 II/21 11/2': 11/2• I I I I 12' I11/2• , I II/)l 11/2• , I rmasw 29 1 LAV � I I LAV : : IVr I l 11/2• 12' 111/2' 1 � it/2r 2'I ' I I 1 1 ' I lLB I I 1 W'G uv 2, uv rAeeq ILa.c 1 : ur 2.1 I ur I °� I ral7wa C7 I wC I 1 I : W C ; 1 W C I II ' I I I I I , � , , ' I rnIN" _ ' _ J 1 N J 7Vr N I a lyf 2' Co II/2' I : _ J : CoCO CO rVr r I ' n 11/2' J• i 1 co Y 7" I 7 UT m I ,• - - - - - - ' b' I - - - - 3' T - - 2• ! LAUNDRY ROOM ,— — — — — —r - - - T — — — — — - - - • 1 - - _ _ _ 1 I Y FAI 6'Mn above Gude .. I 3. 7V7 1 P" W111/2' I I/7L I I/2" I IVr r I I/1" - 1 l I I 1 W C uv Waeo�lwer I W C 1Av I CO 1 N J 1 7u 1 i ]VT r - I 1 . 4' J• Co 3" CO 1 3" 1 00 00 PLUMBING RISER DIA RAM 4" TT44 SGWA approved septic system NOT TO SCALE House Trap BRIAN A. RAPP, R.A. ARCHITECT P.C. ' Architect'sSeol Revisions 4 Non Ploce Kings Park,New York 11754 544-634 Do0 11 A q NEW HOME FOR: DDI°agn°'yca"pe'.d AUG. Oli 2002 JJIURTADO JR. INC, JobNomber cc'7 2670 GRANDVIEW. DRIVE 02-028 ORIENT, NEW YORK 11957T Strel fTlmbs u I RUGS VENT — .. - NEW ROOF To ROOF FLASHNO ARL ARRESTOR - NOTE: VENT ALL CONCEALED RAFTER SPACE VONOt �,ABOVE INSULATION TO THE EXTERIOR AS PER NEW YORK STATE CODE 800.4 10�`ANT11AX ANIiE�l BRICK WOR(12 OR DRYNT FN61i '71SOtRYI7ffEY TERRA COTTA ROOF 12 - 7 Y X K FASCIA BOARD - Y X B'FR07E BOARD . TIPLATE. ELE5.5B•-0' ROOF TRUSS BY OTHERS,,""," 2'X 1Y IWL SZE TERU COTTA FLUE STUCCO ON WIRE LATHE OR'DRYVLT' OPTIONAL BRICK FACING � p• A�ff� RCI Y . '%4'WOOD STUD 2 i - - I 8 SOLE2NDflOOR ELEV.48'-0' _ TOP OF FOUR ELEV.46=B' (2)2 X 12' AIM W000 MANTEL 7 LWL TO FIRMN GRAM b SHELF GRADE AT YARD.ELEV 42'-0' ® ® ® ® ® ® ® ® ® - I (2)31/Y X J 1/Y%3/16"' STEEL LNTEL WJMfIG WALL OESXNW BY OTHERS 1 RAtNG TO CODE FFELLU55 I TO � TO AND 2000 DEC F p�T� FAST FLOOR ELEV SE'-D' _ _ _ _ - - �-�" ^ 20'MAfa61. IXFEX OSEAB E o r- t'%41NR1 CL AR FFEDSOANIPEHS _ 3/4'LN PLYWOOD SIBFLO ' I I VY PL FOUNDATION WALL o I -IL L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ _ - _ _ _ - - _ _ - _ _ _ - _ _ _ _ _ - _ I Loew lap o IouM°lion�°I _ _ _ - _ _ _ _ . RAISE TOP OF FOUNDATION WALLS ON 7X15 SEE 50 THAT Lo dbw Fa 9d�Ooars ELL OR EXTERIOR DOOR TOP OF FOUNDATION WALL IS A MN.OF B'ABOVE GRADE STEP FOOTING As LEVY �1 N CELLAR OR E%TERpi 12 NEW ROOF TO ROOF FLASHING 25 MAXIMUM DECREE SLOPE W.L BOOR JOIST • . 1 I-- • *-----FOUNDATION FOR CHNNEY - E E F T SIDE E L E V A„TION „ 7 DI1T SU AWAY AT FIREPLACE _ 'I 1 4 = 1 - 0 —ROCS YEN RESIDENCE FOUNOATgN WALL T CIimliey ouHMl4 9lof not be 1o■x OXn ROCS VENT the(LV o1 ony•ildor�MMin 20-0',nor �. k z-0'obov.onyamn6ustbkport°""°roof orwilFIREPLACE SECTION or lnig rilhn 10'-IJ'daWna6 .! 1/2 r-0, -... I FOR AA 36'WOE FIRMA(E,HEIGHT MUST BE 26'.FLUE 12"X T2' . _ FOR A 41'WOE FIREPLACEHEIGHT MUST BE 32'.FLUE 16'X Ni' _ - 12TERRA COTTA ROOF - 7 � 12 - STUXXI ON WIRE LATHE OR'ORYVIT' - 7 7 X 6'FASCIA BOARD -2",X Ir FROZE BOARD - T/PLATE ELEV.58'-0' ® i i ♦ , ♦ I ♦ I - , _ B/SOLE 2ND FLOOR ELEV_48'-0' _ _ _ _ _ _ -TwvrF0wTIl1FT=P49- ' r - _ _ _ _ _ _ - _ _ - TEMP WOOD STEPS TO GRADE AS NECY _ - 1 RAILINGS TO CODE i ♦ 1 _ GRADE i ♦ - _ - - CRAB AT,REAR YARD.ELEV 42'-(F . -'�', . . `♦ ♦ ' ; RETAW WALL DESIGNED BY OTHERS ♦ 1 i I I I FRST FLOOR ELEV 38'-0' _ _ - - - - - - - - - - - - - - - - T _ _ BRIAN A. RAPP R.A. ARCHITECT P.C. ^FGnaecessBde,F�IDD� b 1 1 . 1 . _ LxADIiELEv.�'-o n T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - r- - - - - - - - - - - - - - - - - - - 4Non Place 1111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 r _ _ , /—� K'rgs Pork New York 11754 5)6 )544-6340 F r, I r — — r — — r — — — LIE OF FOLM14TMWAu - � J NEW HOME FOR: A eOd*OyConplebod �✓ " 2002 JHURTADO JR. INC, _ _ r - - r - AUG. Ot, ff SL - - - - - - - -r - - Job Nwilow 2670 GRANDVIEW DRIVE 02-0 8 IG� m �I^ l+, ��` RI HT I TI f� STEP FooTNC AS LECY '� 4• = 1 - Q - ORIENT, NEW YORK 11957 Stint r 6 �' 25 MA70iIM,0ECREE ROLE VENT CAT ALL INTERIOR WALLS TO CODE NOTE: VENT ALL CONCEALED RAFTER SPACE 12 �`TETNT ABOVE INSULATION TO THE EXTERIOR 12 ' Iz A.S PER NEW YORK STATE CODE 800.4 TEMACOTTAROOFNG TERRA COTTA ROOFING 7 5/6'COX PLYWOOD NN ROOF TRUSS DESIGNED BY OTHERS 5/8'Cox PLYWOOD NN. - 12 ROOF TRIS DESIGNED BY OTHERS 7 2'K 12'F1EQE BOND (J]1 3/4'X 11 7/B'LVL BEAN MIDWAY PONT OF MAN ROOF _ LLPLAX EV 0' ELEV.+\- 26'-1" (ECFV 65-1') (3)13/4'X 11 7/r LVL BEAN I , I I I I I I I NEW VNYL SORTS 6`X8 STRUCTURE WOOD POST MINK SAT LP COLUMN b� 11 1 I I I 11 1 b RJO BATT INSULATION TK%COMPANY TO BE AWARE TH kI THE BEAFNO PONT IS SET N Ir Ai T WNDOWS A-71 1 1 1 1 i I NEW P.T.PALING I III I I 11 I 7 1/27 GYP.So.SCREWED ELE4,2O-O' B/EOE i 1 CONT.VENTED VNri 50FRT5 I I 1 I I - - - yy ALAS b U R E A T Foy 0 0 M I , I I , , I , I , SBEYO_0 to R19 B6ATW NSlIA,KKi '� NEW J6'HETI 0A%RALNCS & ; 1 (J)1 J/4' 1 91/2'LVL BEAN I ; ; I I I ; I ON r OUT zA'COL1NNs BEra+o I 1 TECH Y%O'DECK JOISTS I I I , I I 1 1 ON PG PERS 6'STEP DOWN TO DECKING I I I I I (2'1 J/4 f( 117/8-LVL MCROLAN BE 3/4'PLYWOOD ULUEO 'f ECO FLOOR JOISTS WIF.6D SERIES FLOOR JOISTS 0 IB'Or- 10 r-/ ` W/FUO BATT INSULATIONB/SHE_ I I I TIPL • B/�E_ I I I I I � I 1 1 I I S I A - I ' (3)13/4-%117/8-LVL MGNOLAM BEAU b (2)13/4-x 117/8'LVL MCROLAM BEAU b )//2' SALEE S It 11 I I I I I I I i I i I h ACUATE 0 I I If ? I I RENIN GRACIE MEV. 4'-0' I I 12'PrIFOUNDATI WALL STORAGE 2X6'P.Y.SLLS BOLTED m - L ALL KARNAK DAMPHOOFNC w� MMMTE SHIELD , I I 1 I 1/2'X VSTEEL ANCHOR BOLTS AT CO AND 0 B'-0'O.C. L _ _ _ _ _ I L _ _ _ _ _ I L - - - - _ I L _ _ _ I 24"PC.PERS ON 48'X 48'X 12'PG FOOTINGS SECTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ A_7 - L _ I y p�1�TER NS��TION L _ I L _ _ I L _ _ I 1 4 FI f » . i 44'N WO7N FAON FTRM)ATON WALL IlL NEW 4'PG 3AB W/6'x 6•% IOCA WWA1 �R19 9ATT NSl1LATXIN�LS 2"MN.SHELF - 12'%24•PC.FOOTING ,b T JI 2 STEEL LALLY COLON 1 I WI/ IO'DECORATIVE COLUMN SANOU D _ 12 _ 1 f7 — 1�_ IH ON 24'X24'%12'PC.FOOTING _ 9 r PERIMETER NSIATDN . 24'N WIDTH FROM FOUNDATION WALL MN TERRA COTTA ROOFING TERRA COTTA ROOF K7�M()R COMETS -. CONSTRUCTION NOTSB3T {firer Pjix5/8•COX PLYWOOD MN. / Own- To "Qox JOISTS W/5/r COX PLYWOOD ROOF Df E CONSTRUCTION 90� _ R 1 '?l#* Dlk>P?1t,et'SS$4,1 ilA}� A TERRA COTTA ROGUING - d' SI(�fiFTIK]T L Ad" ol .118"I'iR 7FANUd sms, _ ROOF TRUSS OE.SIGED BY OTHERS . (TD MANUlACTVItS0-MOR BPECTlICATIOMB) .�`' IA, RAt LSL 11ALL8 AROVS' Irl6 RpwrERs laLT 10" ' 6/8" MIM CUX PLYMOO,D SMEATRINO (WENT LOCAL COONS) - rr, +(,OMS:. VPJeT 'W $oP1fIT 0i(►NS OVERHNLNGN''" ROOF TRUSS 0EVED BY OTHERS '• ROD! TRUSSSN DiSIOMSD 8Y OTRSRS ' a 10" BATT INSULATION (A = 30 MIR) *,•: - - _ - - _ _ _ _ _ /2" GYPSOM ;BOARD STAGOERSD LAND sCREMND - n i-p �WITM SITS. STALER _ • 1 2 2X6 S S ]i3TiRIu VRI / E�s T :90 TRa 4 E"�(1'+ Q C r 1 I • STUCCO OVSR RE LA OR "IIRYVIT" sTUIOLATSD STUCCO sot, RARAk)"*m AIeD ,N)IISTING FQUAD#LTI01k WALLS I •' I'15 BUILDING TELT OR TYViB BUILOIIN W'R11P - ♦ n I , - - . 1 2 SITSRTOR PLYWOOD SFtiATMIEG 12 PwC. XO�DAT TOP ANO as #!16) _ . , , ' . 7 / !' - ( ' /O SRRA'ARS .TNI' AHII O!-WJ1I.L N / f/2-GYP.BD.SCREWED * 2'! x 6" WALL STI 0 16". 0-C- r WIITN *I },+2n. Y '24" P. !W, TTI)P61Y' 1Q In X. f" C1'Ciy BUST, (1) /`0 ROAM � � / 2x4° FtT RJD BATT N91AlI0N O BATT INSULATION boons "Is PLATE ANII SIMQSI•i SROE (teln '3'_•OF' 6alae�q'ruta)(aaa L+r014} CONT.VENTED VINYL SOFFITS * 6" BALTT INSULATION '(V> 19) ran .(g, . Sf.iD WITH, N 6" N 10 'NKr• 711tlT (OARAS$} ROOF TRUSSES DES%IFD BY OTHERS , /6':GYP-1ARD SCREWED ' 1/2'! OYlSOM BOARD - 6RAd0iRSII F BCRSMND ...,+ r Mil PN7K.Y VAPOR RADIRIkR" >z•%a'P1ATE COWAdm mom "" MASTER BEDROOM SUITE CONT.VENTED VINYL �* 1/2" X! UN (SOTS SIDS6p STAOGEANU - * "1m l�2TON SRLOII-fyRADi 3)ONII' 'YD >"OOITIptiS„ KITCHEN duEol2► = Bor✓fs QYA*TWAN�S VCN s._O• i SCRIlrom y - - * 2" x 6" RKilLi" SOLANII (AKAAIF• G7.AD) _ - - Y%6' STIR WALLS WITH R S BATT INSULATION * 2", X 6" WALL STUDS' $ 16" '04 C. .1FI'RR ,s, �" .'X 6" l!' , Za NCIARA ' ,�CIa,2F) . TYVEK °r °+cwww boons sow PLkTi�AMM► tAi SHOE - CAS 'WA7LB rr � J/4 RYwoppa�D s/6'GYP BOARD INTERIOR 1J_2'E%TEROR PLYWOOD SHEATHING A'TAL STUDS ON LOWSR� r MON; IMNARIRO•' WALLS ♦ �INYALiw1' T�LRB" 7Wr AU'L YVIT OR STUCCO WITH SHEWRE LATIN EXTERIOR '.WASS1'y .. WIF 80 SERFS FLOOR ION 0 W OG $!CASK F}LOC7L�Ti'., W/Rap BATT INSULATION OR ORYWNLir I gtTIRSNENTS B/SALE 3 ROOF T 0 WALL SECTION X B'WOOD STUD WALLS MTN RI9 BATT INSULATION _ IF.80 SERIES FLOOR JOISTS 5/8 1 r x qyp bd en+aN 11 7/8'IN DEPTH 0 16-OC, _ awl teFgs aommpn to resWnee 'j Kveq p )I J/4•x 117/8'LVL YCNOLAM SEW _ SLK BATT INSULATION J CAR GARAGE 2'P.C.FOUNDATION WALL W/(2)/4 REBNt•TOP TZ 33 J 24 STEEL LALLY COLON AND BOTTOM OF FOUNDATION WALL - .}�-FIS G�7r.F P.Tt• 'S �—ON 24.1(24'%IY PG FVOTIVpS . ! ALUI",I1'1 "SHELO . - NEW 4"PC,SLAB W/6'X V%OGA WWN 'P.C.SLAB W/6'X 6'X 10 CA WWM . YrnAi O .• .��• . APPRiO' ))2 x C P.T.571 w�y,�SEALER KARNAN DAHpR0O1NC ^• f0 ALW.TERMTE SFIEID Ir Pr-FOUNDATION WALL - _ .ev cr It 24•PG FOOTING i- W dNADE T AT AND 0 6'-0'Or. � � - ,waO 2 %IB STEEL ANCHOR BOLTS CORERS - qq COATS �AMf .• .: / SECTION - DAL!-PRO0OFNC CSF .b .� . . . / U 1 2•WIDTH FROM N FOUNDAgfi NRROVED, 24'N WOTH FIDM F'O11DA, WILLNN, . . . GRADE 1 4" _ , 77 a : BRIAN A. RAPP, R.A. ARCHITECT P:C, Archdects Seal R6vi6ions " . •, . • .• p pQ7�p IN�,�igp :::I::I( PC.FOUDATONWALL W/14'N WIDTH FA(NA POIRDATDN WALL M!: 91M t4 KEBABS 0 TOP AND BOTTOM OF WALT KiFI S PpNm Ok New York 11754 Spa,0 4rylholr Canpbted NEW HOME FOR: AUG. 01; 2002 • •X•24'M- 01FING."/(J)/4 Rebore - . . W/2 X 4 KEY - .. - JHURTADO JR.: INC. JobWMV 5 FOOTING S E C T I N 4 W A I_ I S E C T I 0 N 2670 GRANDVIEW DRIVE 02-028 1" = 1 -.0 ^ - t' _ 1'-0" ORIENT, NEW YORK 11957 SM*L Nuraor A - 7 I " at ' TT ^ . � I IN ' '`ets HOLE SIMPLE SPAN J 'WIF ARCHITECTURAL CTRALS -CIRFL00R DETAILS LOCAt10N F 01STS CA NS a y I j �� BLOCKING PANEDI� E%TEfl10R - Fl6 JOIST TO BEAM CONNECTION,STEP DOWN +`1' f1 ATIACHIv1EIG AT Ffj6 BEA11015 F2 v:mlal eannamla,.lhoA mime F76 JOIST TO BEAM COflNN"ION Pant-Baeanl Pad 2.0-14000eh f" � 1 G e OR,Iw., t 1.0-Ob a trlptlbn: 2.1-Pn4bdcoled Woad Eeama end Jote4: vs ° Gbxm e1Pm � A Nw°„ i ,v„ a„ ,n,T • A. Work In this section IncludA6,but Is not limited to: ,A. Acceptable products: .a :•.nfnl ,r ;ati "mr mm�w^-^' xxa-., a^x°"e"- Prelabdcated Wood l Beam'WIF Series ceiling and floor 1. Deoryla-Pacllic Corporation,WIF 30. Wo-elBum- bvtlnl tlm,' n rw xoX Rx _ ben.",Pm1 1e,nnl�'.e Chad dlmfmfoneshow het and Poston from lmlds tots W bearing 10"@$to Mtla of no 124 equals 2'-aY. androofjoists with OSB webs and lumber flanges. 2 Georyla-Pacllo,Corporation,WF 33. . I Aw ln.l x Bear r At P„e mux, -y ^ e.unl+n ,. bjinill'"vele le nx B. Related work Is elsewhere: 3, Oeorgla•p6rtfk Coryoratlbn,WIF 43, Pen Jahr Joist emwarNollmtmmr d log m"um m:�prs Oapth aeon 2' a' "4'._ a' or V 7" r a& r 1r toy" 111" 1r 129" Rough carpentry. B. Characteristics: tit :r , 1 . . � �'•�, 1,1-Eubmit44:' t. Flanges' A >d f. " 12' o-0 04 1-0 z-0 3-0 High-grade lumber flanges. - "t- /I " A. R76'duet data: - a. WIF 30:2'1 e"by 1141 s'e - Submit manufacturer's descrlpllve literature indicating - G. WIF 312+M by 1+k" .,A onium 16' 1 t$ 2-0 3-0 w so material composition,thicknesses,dimensions,loading c. WIF 43:3W by 11W .N and m"Peer i „aa.r rm lm,r/ m' - 04 1$ 2-0 ' 3'6 B. Shot drawings or Installation guide: 2 Webs: APA Rated oriented strand board, a P D m ars m, -•-M, - . r -, ran <an . a"m r ,mmm�q,rncmmnl Manufacturer's literature Indicating Installation details. �_- A.,unleul,e .- 14' 0-6 GE 1-0 1.0 1-0 2-0 3E 4-0 a .---� Include locations and detalls of bearing,blocking.bridging, 3. Beam WIdepths: 30:9+1b"and 11 r6" 7 .. em..ex. , le 1, for y, andCyn von oo In,en.eulc MnP111M1 IIPbsNewmeelw,rq !J as required ;d-ftec0onands aa. cPmm•w°„ andcuttnpantldrihngolwebsforworkbyD!hers. mina In rmm o,w, r ,enuew m,nn.m"a, ewHm nom 1 - ^ .v ld rn till - a u, , srr�uo mnama a"+ten ee.m r q rl a ......G � rn � I ,n.I '�t 11'R � I6' 06 b0 116 2.6 3-0 4.6 5�fi 8-0 .2 Buallry Anunnge:' 3.9'h"1 Vh"14" q P Cad ficstlon: b. �d n ,deflection pan span. - 1 +�� 16" as required for F'? "yy ODt BEAM qIM JOISI F4 SOUAISa9U7CK8onrSINGLE PIM F17 JOIST TO BEAM CONN: rON,STEP DOWN ' Ft6 BEARING STIFFENERS `A.,u+ rl _ .. A. i IOelg f tl6n. w..Oo BEAM IM rr,.,0, � ltl � � tlF I 22' ofi 0-0 �o 3-0 46 5-6 tib T6 WIF Berlet Wood i Beam joists are manufactured In acme- C. WIF 43. 11 rb;14'and 18" `� On rtuee "P wn bntlrn boring I R.el sea,,, x,an.Be,nwl ran r.,•,...ROAM,n dance with APA•PRI"•400 performance standard for APA as required for loading,deflecOo..and span rix 111111 flat - A .. d �fAl„�, a x , Lunen nm rmx,xveie' 26 G6 0-0 1-0 1.0 20 4-0 60 7-0 EWS Id0ltls and NER-DA 397, 4. Beam length: I . I'" ,I •, 1 '� ,+J _ S AW Pled cw Lim As required fors an and�bearin e"" vis nax+ava• P ° , A,.n � 1 q ndH p «mea snxn,ng „v'"g° a ... - 2. 3 D611very,Ston tl a andlln : P D� v -' III - rlr+xenmx.n.xn.N.n 1 12' 06 0.9 1-0 1.0,. ,1;0 1.6 i-6 ,1.8 1-0 26 60 A: OBIIVery: 2-ACCeeaOriea' r ;,`' ' 4 - Ic.awrn xn,mwnml,nre Deliver materials to the lob site In menulacMmrs original A. Nails: r 1e1'nM wble9wnx F' "4.4 "mora" .,. 16' a-0 os 10' +-ol 1-0 1-0 2-a 311 3-e ' 4-e 5-0 patckagldq,�eonlgfEers and bundles with manufacturers brand Oil,10d and ltd box 3tnk6r and common halls. 1N.npn.XA.Nutlllnl "leant" - I]•u m-"mom° 2 fwn m.XNn°n nen, P , '° II((,a, r, .'r .;� a�n m�N V a name and identllidation Intact and legible. ' 8:'Qracing and blanking: ' yyr I 14• 20' o-0 as 1-0 1-0, 2-0 10 0 tib s-s sa 7-0 B. Storage and handling: f. Bearing stiffeners:2,4grcomb)natlonota'; ve m m Store and handle materials to protect against contact with 'Wphy9Jood. a" I MINIMUM ti1PFENEN 12d NAILS -. . , t 16,v I'Dme A „b damp and won surfaces,exposure to weather,breakage and 2. Band joists and continuous closure at loadbearinA walls w 2i' ' o-0 111, 2-0 30 4.0 so 66 7-0 T-0 e-a s'o damage,Provide air circulation under covering and around per standard approved Wood I Beam details: _ :. sttcka Dl materiels.Individual joists shall be handled In the 3 -i-a4ral support initlrmedfate supptllls'0l multiple span f,l. wale , uaanall_' ' ^�`' yea nn„, ea ,.mnnls ZB' 611AMIN . �Ob -1-0 1-0 1-0 1.6 2-0� 3-0 4-0 8-0 8-0 _ ' S .ion - �„m� « ,g•, ., ' = d2d upright position. lots4'Wood I Beam blocking. ur engin sr�ln,.,- T _ 14' Ob De 1-0 1-0 1-0 1-6 1-6 4 � 1�6 210 20 2A 3.6 4-0 1A-llmllalioro: C.'Joist han0drs: '- f m"I 'a " . (Kant-Sao)end,5impson StmOg-11e danncchirs Cpd4al Lag- r els x m + , tonna 0."011 1. Model numbers are shoved lar UnIUtl Steel Products Ma' fn 1ab1mmnmdA' AI :f P mr in se s.,Baia ni ort nu male„ A. OadS: , Iyylrp to aµ{ t. tatliGP�allwr{11' 1 " 11 e M.ry leen bepeing At.Ili 1.1111"n.n Brag"of OBOm tIiO 8 " 1e' 0-0 � 0.6 1-0 to 1�0 1-0 1.8 2d 2-0 3-0 1-0 M-0 5-0 B-0 � �oOCentre4dloads shall not be applled'tolheb D . 'GeatgleFdClllC for other scaeptable wnnec4re.' Bi Clldlep: p ,. ";.' '�,-"- •,; -" l O f1B SOUASH BLOCKS AT C dICENTPATED LOADS ,q°.Z f2D WEB STIFFENERS tint. a.e ( 'Except for cutting to length,top and bottom flanges of '•' I FlBER81ROrIG �fi ",j F6 OEGK seam"„no 1m Anm m,.1 16' �22' 0$ ob 1-0 10 1-0 2.0 3-0 4-0 /A 5-0 6.0 fi-O ifi BA Pad 3-B1IaCUBbn r•' y -"r $ ?F� rat+94PnO ELOSUBE ATTACHMENT f T WaOtl l Beam floor and root lo4te shall not be cut;drilled 3.0-Oamral: rvr nm else iso. yYap,° u, r "+I x I pew„dlenm ' - � :,or notched. ' 26' 0-0 obi 1-0 2-0 30 4-0 5-0 8-0 6.0 7-D 8-0 &0 9.6 100 � �CS-WoodlBeamloletsarokruse�incovered.drywpdfliona`,onN. ordrawings oalB�h�YOrargnda�IolstsYfieninglpa'tP�'M r • ' 30' 06 06 1-0 10 1-0 1-0 3-0 4-0 4.6 e-0 7-0 7.6 d-0 10-0 nIfg (IDtl OCYsaodes specllled. B. IoaMll Wood(Beam joists In tl¢DbTrltlpcewlph mpb tpebr a�,r 24 uWluw NOTES: ExAMPCE: C. 1naWdbMa Hood IBetlmflbor and rabflbld*,r , 1 Hole locations are based on Simple Span joists With uniform poor loads of Delarmine me allowable location of a 7"round hole Ira a 14"deep 10151 Which � � • � r V .yl fly - 6 1 / iNilww,n prevtl dbmtndingofepalemand'lluc bf{ tI111ge , � ro 16 40 PSF If"land and 10 or 20 PSF dead loan spans from page 6 or . seers 20•. 3.2mnAgt q:, ,w� , ,w p«W:nP - 2.A IX"hole may be placed anywhere in the web of ate joist. Enter the than in this lett caMmn and and i/"bill depth,move to the dpM ' , InaWl'tlfa;eesddeswhen ltld „i 1pa. lr0rft tiMllliFtA+l x {I':l" ,+i'- ^ ,m ,t�y "'' ux wmntmxnnM mtl.xrxa,mame antl Pad 20'In the foist span column and move across the chart to intersect : manufacturers ln6heclfpn6 T a i T ' ' : : r., „m ,_,.: + „ .r1rr - aNAd Imwi,mwenx,e11niru PNwm.Wnp 3.The topped side of a rectangular hole shall not axe�ed 041te-fourth;the the r 10uwWe column The nearest allowable location to either bearing is, k x °+ ° G`q e' :rc _ - 1 roP hn1„x gawbrllem v.m,.awawr allowable round hole diameter as `;' waro .^Y 11„umn,ebw - or 3%0'. 4 far multiple hotel:The clear distance between the haft most equal or - i % a p BTI a Je,+ 'I',°IAdIN�SMYMt'pA xw rr exceed twice me diameter 0f the largest hole,Or lift the longest side � 4r�R I , { r;q rc .I `}A•, 1p ninsn " nn�-"a-utl urx,i, IM "�`•'! I t6 Ell MS I E'rl i l ',lA it_ I 0'1n[,nIM IC m1 '1a,U1 ..Sea,P,r i. - 3 ' .r`. $ mtnenln, D, xlm Sm,ma,.„"m llti + .M,.' ofhDla. �'„ hall, von el nmumbertln, "`1x, ' . °F ; .:rd (Ilii ,�,,,r 9 .. J u.Pa dt,nenn,nP enw n.kdnikWmrcnIINyNN _ - r" dram MTAIA,mnw -- 1,�„" ', .>a '6«wJ*:N'�N»tm 'a-=-`^a+-�•T-^` -.:1'+-..+,.._ ''' �.n llrlulmun mnflunarmm, J6 `5r - a' ku , r ,4TC �1,ti' uta:. Imunammml,mn,ml.alx a q. JOIST$ RESIDENTIAL FLOOR WIF SERtES1 -� SE'AN�C I' ° 7am� �! ,M)nwidlnebrlmee,Ml, . -fry' .t �xti t '"` , , '' BONUS E S ROOM FLOOR JOIST SELECTION GUIDE: _ t ° I...... ftIo .e . °; .I UN'E Load +10 PSf DEMI 1084 improved Pbd0�plERCeh1- U �tl INSTALLATION DO'S AND DON'T pp.n, Ixn.�walN WIF WIF WIF.346" ;; 11 ' r" -r"• - 4 p 4Q PSF 4 + D r t..c . GPI 25-14' GPI 25-16' GPI25-i 6' GPI3516• Will 33-1 11h, 33 ''-Jona yA•' ',ipNCUry ISImpIf Spool aMdJjM44bl1 DO NOT O 20' E a� :: , ��? �eA!", . .. .- gapN ate« rea 1ro.t. i :�' F� Ct(flab+✓?n41:C�S�gr7E0'FOR-PPAGING - FB BEVELCUI JOIST 6 GPI25-04• GP12546" GPI25-i6' GP13546" WIF33•14• WIF33-14' WIF 33-tis' " r 'j _ Ca pm eeutltm Wn°I lm li ppn ll,n9„ 1 _ +' s '+F-'-r- ,.. lox lxrxmnlA evb " ^ - .. :u, 'p ^' • 1 . Ij!,�iH� i. . .,+, 22' S BPI GPI cell G-P CAPER WIF 33-14" WIF 3346" WIFJ3•te' - camalp ✓ I . x�Ai,�•' r,:."tea .14W� , � - _ ear r,.f. .;'>;wJ d ' ..';TI ,� -P1�5 '?m w1nA ;r,in nw,iii , - I ,.•.U. sg, r 'n; 11 R" 'WIF 1X12-BB 24,06, ia'-10" F7'46 15-04" 24l4V WIF 33 `' 12; I r *'- "§r ¢ ^�; ., . . .9 r) a• d ., r 4' 25,16- Call .P F i6' WIF 3-18' (7A GP Ceil G-P 2'-06" d : 4 24'' ., 21' GP1GP Call CaOG WI 33- �MF43 4 WIF, S10 :I p4, 14 �It I WIF 33-06' GIX GAPCdi O-P m i6" WIF 33 IxY6S1a .211'-0T 211'-01" 24'-07" 23-00• 31'-02' 29'-0104 4 qe" At'.- 031'.02" 31''01,":' `LG L3, n 2361M v -vnl,;, I i 1 W1i/3 (x161518 X31'-04" 28'-0B" 26'4f' 29 DO NOT DO gats"Panmtlm: °4nI--1i0A t „ x>p wan t e,m w .reg_ I.Pool leads Of 30 PSF-the land at 115%.(snow load) dole nom ., „- _ -1 oe] b a e _ a i < a a A r1�rIP1 a] ar w,mvs4r n s v g l ale. 2 Roof dead bad x112 PST Ouphan shindies( v II„11-it - r Iv . "Era ds y. `r :'%F 3.Real"her alDpe belWbn 8112 and 12/12. -" ^r,� t D J' ;T.,,, 1li cul Iwna, slo ` lKPaeMll weight o111�M.F. I , t ! Oe1111rrpA1x71M NNII,M nntvin Aln I,aw. CM1 ,1x1YYlllln .lxl,r, ,raw,alullm,nx olelinhhnlfell ' p -a-kr>+M, 4 � __ Dl nerrbmmnn,xmnH, �--Innis myluaunn�► _ •"'"""` + 1 I�,Room Storage load afp0 PSF the bad IauMa the Nn lseewalls) , 2 K_rag!arm!A BEOGMrINOvPrJ la{N TERIORI11i o++" -410 SO UAronn�n�hK?zoo,NTERIOR B�AeRING Leal -�r BFloor live load of 40 Psfl nmekmewalla). all framing 7.Amt no Boor dead bad of lD PSf °- i A P ,„ 11,11:,1.1„1mPA DO Bonus Room to ern a u nianmP well,o±,m raver DO NOT + O.Straight gable roof lmming.No hip lmmlnd h permihed. " - ..>ra 61 ga.1, I of„near -y n eon i i°eii ni"r°nnemlxn' " 9.All other condhbhs.fall Gaorpla-Pat@e Enpineemd Lumber me' - V1111 + - - t ♦ Lommum„w-,o a, 1 • , Ij+ y ° ' ' � ,,Prw.e heeq , rCnn hV Bo"n"a AHm _ ,.Xis. I r ,41!',� � wolnlmam wwalexm ` ° deepmeemY A]I T , MIAMI 1 DO N6T DO or DO i� •NgnOMno .� •+a-ee mm - r erani°1x slm� em� I ' ienienw ' IT P r s 6 ,ml ,enndwnlln ti t; . u•r,c ,am area,"----"'-�, x u n h ea ,rewllmlrmpinmm� ?:: // i � ;'•.I P+. L , Cert lexll,llempxe,Irnnmphb binpn Mull Alp ltl,nlLLL if1; Ron :r. a' DON OT ` DO or DO X Hm a a 'JPIrI ItXxr d, Few eltalnE fill]a nit HIP almnnO' F11 DOUBLE JOIST CONSTRUCTION - Be nm nen,slid I W.1.19"Nghnp Bawd C ::+' w _ FAIR,r DSe In O10,I5 i1]dCIA Use in dallile Flaar14 We%"Ay4aM1 ,r.Jv a e n ':' • • ?.' ` .. wlaf Gfl13-'fN• D1 'gdl Ranu ' e'MOA)- 1 ' ' • '.116 ',M41Ppywe°tllM hbh) 1. BPI 215 9N• ¢m '. .yl 2N0 „"!liana DO NOT. '.. or DO ` 11N 2x10 a v, r Fort, DO i 14• 2,e _ _ -. - B,ntl IM,wa1P.n1 •-Y { .WOOtllexm 7 • 2v1tl 2*IE. -, _ Ixm °x ell bio'"'or e Hw,sh.,r ePide' 1A• 2rle rX• '�' w Leve _ i nm baud '21/1x'AHWbad ed24WpMmd , +I'f �T - velx4 '96 2vd.N•pywaad '1Te,N'PrrNapd - _ _., panel 'extlnOlDr ,'11'/0 - ianeN'PfyNPad INiN"MW.ned'" 1 NNnIsbDDow Nlnprr } WaJa Oa : ¢e1N'aNWwd. 211.11".AMmotl canon RIO,IV.veinal. "I and.w,1ru11 -- T f ,J _,"1tR - 2rea'6'VI°M'petl Sl-, 2.80 N'ANwNo Woodi Beim I E2y8,IP plyNaon' "2rIiP�M"p7Mdb II Supped back of an dirmd nalling to nreVenl damadNo I ppbLNnO ar' '� t - Web-0lanpe CpngeClton. FIBeSptnp• - ' _ BRIAN A. RAPD; RA ARCHITECT AreNlecCe'sed R - 1 ;pal, '2x12 vk' 4w'�d 'nm bond ' , ' 1 21 leave+K dad between log al filler h ockfng and bottom Of top 11300e. nauaed a '4'x{11 Pk1cE "; '. 31 •BmckspllpbEtwtenlolMsbrbllmngmofspan " ' beallnslgi ^ - -Park.NowYork1175A ' 516. 5+14,'-fj3'10. wridi, I (Fl he= l2)2d . lbe r' r121.2i1D::, Nlenl sugg9n _ Hangs, - r 41 Rl;ice joists together And out Imm each side with 2 roWS Of too Nes 1 :;kR Itl2r'e it 2472 ' : 11112"0 C,clinched when passible,Stagger row°from opposite I i meshy 6" SU,PPLIENTAL DRAWNG WOOD I BEAWFLOOR JOISTS DETAILS GEO RG PACFIG 1 tgarw , by -� , ., ' - ' . � _ • ', , .. 311rILfEN1 , r x, I 65'-0• 4'1 30'-0" 611 6'-6" 7'1 6-6" I A-7 r NARNAN DAApFi00FN0 _ _ _ _ _ LGARAGE 0 IN THIS AREA DOWN - BELOW - _ _ rf { W.".,L JK6TH.c?S- _ _ _ _ _ _ _ _ _ _ _ _ _ – _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . ,fir _ _ _ _ , _ _ _ _ _ _ _ AXWSI _ - _ _ _ _ASWSI_ _ _ _ _ _ AEW51 1 . - - - - - - - - - - - - - - - - - +-1�- - - - - - - - - - - - - � r - - - '(�12ek10-HBR- - - - '(3rt" it IB'fIDR• - - - -(3)2 X-1U-HBR- - - - -(3)Y O=HBR- - - - -(3}2=X18"+WR -I I - i - - - - - - - - - - - - - - - - - - - - - - - - ' I I a I I � ,•, � . . I I b I r l •i 1 ... I I I •TYPICAL BEAM PoCK�T • 1 12'-2" 10'-8" m 12'-2" _ _ — _ _ _ _ .� r'1 - - M LIM i� - - BEAM BUCKET TO BE 6 WNE , •ya 1 i AND 9"N DEPTH FROM TOP OF ALL _' BOILER ROOM _ I 2)t J a' % ll 7 8"L_VL_BEAM_ _I _ _I I I x I mll fill, 111FRESH AIR VENT WTO BOILER ROOMGP xII 5/8" type x gyp bd.on wo115and ceings common to resdence�I I Irving space6 - n I 2T-8" II NEW 131/2"STEEL LALLY COL S I ; m •'. UTILITY ROOM _ _ ON 24"X 24' % 12"P.C.FOOT CS �� -�1 _ _ _ _ _ ' �7 _ L I I '0 6 "1 STORAGE 3 6• I �'. '- =- - - - 1•X16'il - - - - - - - - - - - - - - - - - - - - -j. - - - - - - - - - - -1 - - - -IF 6' - - -0 ISTS 11 7 8" PT r - -•I '•' r BOLE J11 J - -0' 1 I > I 2T-6" a '' 1 1 1.1 - 4' 4-6" s•-o-anlc e'-o-9LIn ,1. It p v HAI.NCH FOOTING - o r STE �_ _ _ LNE OF FLLL HEIGHT FOUNDATION WALL I STEEL INSULATED DOOM 4� 3'-8'• ' I - ' 4 MAID'S R M I Ll _ I 1 CLRV A i t B 72-R - ARA - 11 ' o I r - - - - T I- I - - - I - - - I - - -1 1 I - - - I - 1 OVE ' BO ER CARPETING SLAB - i 1 _ - _ _4"P SLAB W/ 6"X 6_X 10 GA WWM _ 1 j_ I I I ' I r-o' ' x-a'-7 -1 WIFE 5 FLOOR J 5 It P PTH 1 (2)It 7/8"AVL I I I - r J I L'-' I II ' '9 I 13' 7' I 1 1 3'-19" 8'-10" ' IQ I - s I Ile o all – - EXERCISE ROOM Ix rY u o n l l -"} I$ I ~ ' ' I ' '- I I 1 • aARPETNC OVER SLAB « ro CR BATHROOM CER TLE FLOOR Y I I I 11 lot' 1 7 I ' ^ r it �' Mot, OAK RAILNG I _I_ _ _ _ _ _ _ 't6'12" « I I - 6•-3• 4• I 4{¢ - - 1 ' ,4? ; $ o ; i r-r 1 1 r-er b n - L _ Gj 6 HALF A LOP T , Y SLOPEes, - j I I -I - I LINE OF BALCONY ABOVE _ _ - I GLA55 TO HALF OF WALL gam{,« OF BALCONY AROV _i I� v_e• b m I I ' _I_ _ _ _ I- _ 3 _LJL_ 1 - CELNG HEIGHT DR PPED TO V a- 1 -4" 9'-ID" ? �' b 6"PL.SHELF I I e T Im I ' 31/2" STEEL LALLY COLUMN *' ,I'_q• 4' 6" ' 1 8'-8" "' P In I WRAPPED WITH 10"X 10"WOOD COLUM S I I� I I§ — � I_ _ WIFgO SERIES FLOOR JOISTS 0 117/8"DEPTH ii1 I j I I _ _ _ _ _ b Cl2 E G �p LINE OF BALCONY ABOVE _ _ I ' _ I ® 1 C125 b 'n H ALL SIOX,OFYSHAFTRO 4 PC,PAD « O �« NEW ENTRY FOYER m ' � - - - - - - b 2 1 C%W 16-2 g• 6" I g' 6• _ § T-2" 6" 10 '-0" b r LIME OF DROPPED SOFHi - - - B, 0. I g._ 6. - 7 4 I I STU ' I n I CARPDE WG OVER SLAB 1 v _ I I 3 2" X 8"BETWEEN 3)2" WEEN (3)2" X 8"BETWEEN I 1 1 ( ) I- 7-8 220 2_0• I 3-2• b I - - I' _ - _I- _ _ _ _ _I- _ _ _ _I_ _ _ _ N AN61 SOLD OCK THIS WALL FWH 6080 55 FWH 6080 APLR FWH 6080 SS (2)2" 12"N THE FLAT AS BL CKNG N LOCATION SE60155 ABOVE SE6055 ABOVE SE6055 ABOVELAUNDRY - ® /W4O SERES FFLOOR JOISTS 0 11 7/8"DEPTH ; 9 OF SH FT r R T OOR NEW 24"X 24" STRUCTURAL WOOD COLUMNS NEW FRONT PAT 10 ,/ TERRACE D 9r- • 1 ON 48"%48'X12"PG.F TNGS - - - - - - - - - - - - - - - r MASONRY SURFACE � .n "' v i7 I 36 M (3)2" 8"IDR � (J)2"X 8"HDR (J 2" X 8"HDR CXW H CXW 15 CXW 6 18" SLL 18• SIL S ISILS BATHROOM — NEW PPE R . TLE OR AL`EXTERIOR WALLS= 6" WOOD ST1A5 AT 16"OC. • T 9'-0" W/ R19 BATT NSULATION 5_3. 4-9• 41 4-3 4-9" 4-9" 3-9" 9-9" 91 . . 10•_0• g'-g• g'_6' 5'-0" 27'-0" 4'-6" 28-6" • NEW EOU �IDATION / F RST FLOOR WALL LAYOUT — 1/4" = 1'-011 1,960 SQ, FEET LIVING SPACE - NOT INCLUDING GARAGE OR STORAGE NOTE: 51/2" MINIMUM BEARING FOR ALL LAMINATED BEAMS OVER 11 7/8" INN DEPTH. FURR OUT RECEIVING WALL IF NEC'Y. * ALL DOORS ON THIS LEVEL TO BE 7'-0" HIGH * ALL INTERIOR NON BEARING WALLS BRIAN A . RAPP, R.A. ARCHITECT P.C. Architect's Seal Revisions ARE TO BE METAL STUDS @16° O.C. 4 Non Puce 63t 544-6340 Kings Pork,New York 11754 fAX 631 544-6358 -Date Orgiidy Completed ALL RAILINGS AND HANDRALS,BOTH INTERIOR AND EXTERIOR - O NEW HOME FOR: - MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP - UG. Ol, ZOOZ „EOUVALENT TO AMhWjA LINEM LOAD OF 50,POLNES PER FOOT. J.HUR TADO JR. INC,INC . Job Number 2670 GRANDVIEW DRIVE 02-028 ORIENT, NEW YORK, 11957 Sheet Number A — 2 u A7 CAT ALL INTERIOR WALLS TO CODE _ 85'_0• 28'-0' 4- 6'-0• 6'-6' 6'-6• 6'-6• 74' 7'-6' 6'-6" 3'-6' 2'-3h' 4'-3h' 4'-3h• 5'-3' 4'-3h• 4'-3h" 3'-3h' SET SILL 0 •AFF SET SILL 11'AFF SET SILL 0 1'AFF - SET SLL tt'AFF_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _A .6�5 t _ _ _H _ P 9D 93 � -A��- A�055 jAWW rWW FWG 8080 ASR F♦ _ ANSP'S0-SY _ _ _ AN51 I AN51 AM51 AN51 AFFW AN51 AN51 AN51 b -� / T-4 1 \ (3)2'% 10' (3)2' X 10'HDR (3)2'%10'MDR (3)2'X 10'HDR, (3)2' %D'HDR (3)2-%ID'HDR (3)2' %12 HDR (3)2- XI 0'HDR (3)2• X 10"HDR .n i 2'j3h' 4'-311?• 4'-3h' 2'-4h' 2'-4h' 1 A'-3h' 4'-Jh' 3'-3h' \ / T,• DOD is MEET E 55 CODES \ I / R31 13 UN"0 GW WD H o i \ DIN T TE I / NET AR OPE G WDTH ALL BE p'_5• 9 , 20'; EK;lIT 24' 5 SO FT TOTAL $ 1 Y \ 15-11' 6. 4T-Y x \ G R E A T ROOM /' 7 BE) EEN D00 I ND WN)0 OERS 34 r 6. MASTER BEDROOM ' /' ' '„ SET SL 0 11'AFF AFC I SET L 0 11' SET SL 0 II' A SET S L 0 11'AFI` I D ' AFC 25 FWH 168 AFC 2 5 AF 25 AAFAFC 2 5 4'-6' 4'_0' 4'-0' 2_6. / ' AN41 AB 1 58 AN41 I, Dili COMBUST ' p NE RT r \ I Q ,' A H - 3)2 8' R (3)2'X 8'HD O 2" X 8- HDR (3) 8' R (3)2"/X 8'HDR ti 1 INSIDE WALL LINE I $ (,'l'/ FRE BF0 A A BLY A MBLY OI n I \ 'Y ��/ FRE GLASS ' ' o / x , \\ �, i �, 8 1/2' x I 'TC FURNACE FLUE , iv ia, o I NWROOF TY OTHERS KIT e - � BEDROOM . 4 BE ROO y, w ROOF CRICKf,T XROVE WITH SNOWPO ICE SHIELD �_ A /. x ` r-r / / ffi / � LWE OF FIOGE ABOVE \ OAK RAIWC 3 / I •'�i' 6'-9 4' PANTRY Ta .J ATH 0 � / ' • PRIVATE ATH �� \ ER TLE FLOOR Y \\ 0 .CER.TLE FL00 / 45 BEG.WALLS `- \ ® �` \ HE 0 CE ABOVE e49�c M1� 1 W ROOF T BY OTHERS I , p'f3 YL _ _ _ _ _ _ - _ _ I s a It . , �' "' 'S.. 12'_10• 16.-,.\ 9''T 1 1F-0" r„,,,,� I I i I Yr' I �` WA KI CLOSET i o I ;t� b r-v- , \ NE OAK RALNG /\ ' ' it GAL R Y � �-T a i-6• 6• -N ,D._5. v vI \ / I - � r L'xip'SM�P ,_ - - - - - - - - - - - - PRIVATE BATHROOM I o 10'-10' ` \ / ' \ / ' \ I •CER.TLE FLOOR SOLD BLOC(THIS WALL fox / •e 1 ' ` `\ (2)2' X N THE FLAT Mal8 1 I x+' r \ AS SHAFT B / 1 \ NEW OAK RALNG 1 I I l�j CR2 ,'o �\ CR2 \\ i l /' ,�\ `\ CLOS, TYPE"Xk'GYP BOARD at I ALL 4 SFDES OF SHAFT � :m _ -/ ,l - 1 CLOSET I I L / FWH 6080 ASL , , G \ I I 27-0` � � - _ i 6' 4_0 GFl / f r 'n �, � I NEW RAILING -6. \ \ \ _ _ _ / \ o - _ I 1 1X 3 13 ''% 7 8' LVL BEAM (3,]13/4'X 11 /Bx LVL BE - _ I , ,(„ ` I 2 1 1- ( ) jj_ 1 _ _ - _ _ _ _ _ _ _ _ _ +k1 {3)-2-X I2'HDR I / (3)2'X IR` HDR \ (3)2' X 12 HOR BEDROOM SE 6055 A4 OVE AN 61 � - -$AN 61 �56p1g qp I SE 60 5 ABOVE ` - (3)2'X 6i BETWEEN _ _ _ _ _ _(312-X PBE_-E_EN_ _- _- __ _ _ - -(�2^_ 6'_BETWE_EN_ _ _ _ _ _ ^ N OPEN PO �CH 30 / WITH R 9' 4 17'-1' 6' , JLAUND Y ROOM - _ - _ _ _ _ _ .CER TLE FL R I uj IT w I - - - - - - - -- - - - - •VENT DRYER D EXTERIOR I / _ _ W 4' 4•COLLMS WASHING MAI HNE OVERFLOW RAN AND Di AN , ` 2 2"X12'NOR It1 / CR24 C%W 1 - 2 CR2 \ I IV- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - ROOF APRON BELOW 5-3• 4-9. 4_J 4_3 4-9, 4,_9, 3'_9• 9'_9• 9'-9• 3'_9' FRIVATE BATHROOM - - •C ER TLE FLOOR 10'-O• 9'-6• V. 5._0. 27'-0' Y-6• 51-3" 9'_0• 9'-0• 5'_3• 36'_6• 28'_6. 93'-0" i N F X11 S E C O N PL O O R PLAN BRIAN A. RAPP, R.A . ARCHITECT P.C. ArChi'6G('S5° Revisions 4 Non Place ( 631 544-6340 ktt A 7/11/03 41253 SQ. FEET O Kings Park, New York 11754 FAX 631Dat044-6358riItidy Completed .`�,�PLAfV 15 NEW HOME FOR: W - ALL DOORS ON TAUG. Num 2002 HIS FLOOR TO BE 8'-0" HIGH J.HURTADO JR. INC, Job Number k 2670 GRANDVIEW DRIVE 02-028 ORIENT, NEW YORK 11957 Sheet Number A - 3