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Home My WebLink About078.00-01-33.000 2002 001RAC FI D MEMO TO PATE �1 SUBJECT M- 00 G'- CwD v i LL cakfw ZF7)X 3 z_ fteff*�p ArkA-cqrr,--I 'C Nil Nb �c�2 0� 'COS W -�., L�-�- ZI)( P L"zc �Tto- ' :i;adams SC1158 rll\ *,#6k t om* - -� rL . ....... ww .,0-,0 �oi / --ro qr 604 Ar low a go$ �rr(r W a a I K P, Oro of tfil t?4sl ,. '" a.. ov®y (A,OLiI IIAQI 0 h APPROVAL FOR USE OF UNMARKED STRUCTURAL LUMBER Species of Lumber Grade of Lumber (American Softwood Standard PS-20-79) Lumber Being Sold To Producing Mill r G*Tv" TM-V7M got" �6 Address 17`/t- e. mk� 6.--f WT( WID , QY 00ic T I HEREBY CERTIFY THAT THE ABOVE INFORMATION IS CORRECT. -----mod, fut l l Owner or Operator o ERIE INSURANCE CROUP T CERTIFICATE OF INSURANCE 6V DA121111/20021E (rAMIDD^ 100t r1L ir!IL;rance Place* Erie, PA 16530 THIS CERTIFICATE IS ISSUED AS A MATnR OF INFORMATION ONLY — NAME AND ADDRESS OF AGENCY AGENrS N a I CQMEMdLw BENISON DAVIS INSIJRAT�CE NN� 11()7 CO.: C ERIE INSURANCE COMPANY O -.47ERIE INSURANCE PROP&III-i CASUALTY COMPA-ki- 5325 RTE'281 CO.:E ERIE INSURANCE EXCHANGE FAG H01MEIRINY 13077-9783 Co.: G FLAGSHIP C'ITY 1111SURAid 60kiANY This Certificate Is issued for information purposes only. it does not NAME AND MALNG ADDRESS OF INSURED list, amend, extend, or otherwise alter the terms and conditions of insurance coverage contained In the Pollcy(ieE) Indicated below Blanchard & Ferguson Issued by The ERIE. The terms and conditions of the Pollcy(les) Jonathan B G Gutchess DBA govern the insurance coverage as applied to any given situation. PO Box I II I Any party can request a policy and/or Declaration by asking the Insured or the Agent. Limits shown may have been reduced by claims Dryden, NY 13053-1111 paid. �T� Is to "!yVL:hA palm", as Indilloated by the Policy Nu~ bellow are In tome for the Named Insured at Ve Comficate time that the Is being issuedit . Of INSURANCE GENERAL LIABILITY POLICYRUNINER EACH OCCURRENCE $ FMCOMMERCIAL GENERALLIABILP Q28 792OU37 4/29/2002 4/2912003 FIRS DAMAGE Wy DMRM)I$ 30WMI OCCUR CI MADE FX C 4 P"Mi Is 5,000 , - I . am &A ft mug YIS 3MMI GENSALAGGREGAYE is 600" GEN'L AGGREGATE UMITAPPLIES PER: p PRODUCTS-COMP/01' AGG 6001000� ,[RPCM Dpmjxr EILDC fj 1$ AUTOMOBILE LIABILITY 'ANYAM' WWNEO HIRED, M�OOED) $ OWNED r (IT4AyC1_n!0E i$ W, HIRED j PROPERTY DAMAGE NON -OWNED GARAGE EXCESS LIABILITY 0 ) 1 ' OCCURRENCE EI RETENTION $ WORKERS COMPENSATION EMPLOYERS LIABILITY .'J!j.. Carpenrxy work at 2760 Phelps Rd., IMWGraw INY EACH OcqpiNDE I$ AGORMATE I$ k$ � STATIJITORY ACCIDENT $ EACHACCIDENT 50111ILY %Nny DISEASE $ POLICYLIMIT By DISEASE $ EACH EMPLOYEE 1AWLIAPON FOR NOW -PAYMENT, CAUSE OR NAMED INSURED"S REQUESr When an automobile Policy Is cancelled, written notice will be mailed to the Cerdficate Holder. When any of the above described policies (other than automobile) are cancelled before the expiration date thereof, The ERE Y611 endeavor to mail written notice to the Certificate Holder after the decision to cancel. Failure m mail such notice shall impose no obligation or liability of any kind upon The ERIE, its Agents or representatives. LX-1 CANCELUMN FOR SPIEVA CONTRA M� (If the box Is checked, this Certificate involves a special contract and the following cancellation provisions apply) When an automobile policy is rx"Iled,written noticetvill be mailed tothe Certificate Holdar.When any ofthe above described policies (other than automobile) are cmalled before the expiration data thereofThe ERIE will endeavor to mail 30 days wftn notice to the Certificate Holder aft the decision to cancel. Failure to mail such notice shall Impose no obligation or liability of any kind upon The ERIE, Its Agents or representatives. t;ERMFICATE HOLDER ADDFTiONAL INSURED; COMPANY LEMR--C— ATTWONVERTIFICATE HOLDER I Bruno C'outiare If your fiffn is a Certificate Holder for other policies of this 17 IP2 E Main Street insured, Ce ates of Insurance for these other policies will Cortland—W 13045 be f0TW ed y as won as they are processed. AM D R UIVE t' f `ur � a { •O a r � i e� Aft - a � . ,� gay. y R.� • ,. pp`r Y� r,r)nr, AMT. SIZE CODE AART SIZE FOUUDAT-lO`N:::: ... ........... .. .. . .... . ... ....... . ............ .... . .... .. .... FA! FOC7-E 777T7:;BAG f; elk ..... ..... SCR .12 ROC :,:t:: it 12 oll RR QHT-w% 't 4 J OMN it... 4 w: ..16 ZTRIM;.m:m :.:: ..... ...... REAR $ NAIL . . . ..... ........ POLE t5(TtNSf0NS:i:::_2X6 �14 VINYL 16D BOA D:::::2xal77 4 I:.� VTNA-184:6. 2001GRA 14 STARTER:.:::::: 7:i:-:8 UTfLrrY.%TRIM:,:' %6::.-:::::::: 1 U PLATE . . ..... ..: SIDI . .. .... .. .. BEARJ0ld;PLATES6: ik.i6: 8 5 ROOF..CORNERS* 2XID' SIDING'CORNERS' ccqRms:: D LEAl 2X4. :20 :si:ia SCIONO::D Fi:bO: it 10 :44 S_QEAAI1.S: 2* w: bb* IEi`GbUPLE',': RFnc:,,:::.::t' KNEEBRACING:'::::::',2i6 BOTTOM RAILS- PER EXTERIOR SD:S:`::! RACK :w: ii.TU - SQLE:PLATES':iE 2X�4f::::: 'OVERED i:tl? I4A GERS(PAIR it. RC< TORPLATES`.:::':::::, 2x64;':r..:':: 1_24 LAm T.. C..6HE4S;:w' i. POP w q: T4111SHEAT.41NG:+ ..... :. . ..... .. +: STAY. ROLLERS .-4X8 DOOR'SUMPER ADO tT.RM ....... . .... mo F. -'.4XU TR A C XBOARDS: ..... . .. .. .... ... ... . ... BOARD lxl:2p SIDES .00 0 JAMI18::: ........... ab_ �300 ... . X2 ........... H8A . ...... ....... .2 BATS:_ Q. ROOF:: SYSTEM . . . .'-:,: ::+::.::;: POR TOP+ ... ....... TRUSSES TRUSSES+:4':O,C'::'.:::: it: z: U-4 PERLINS.::i-i:`: ZK4ni:-::i.: DOOR MlNGlw:i:iii:::li: ...6.::.i::::':. �.: . .. ...... . .. 2X`10i".'i�j:�]�!*. i2 .. ....... .... ............ ... . % ..: .. . ................. .. ........... 14 it '.... .. ...... . .... ........ BLocKrrRuss: ... 2)qa... .......2.0 -:::43 tit -------- SHEATHINI$i�:ii:�� izm �i;: . ..... . US PLYWO00m: ......... .... 2xv ... ....... .. . ... ... .... ...... ........ ... 2 DktP.: EDGE::t.:::::i:-:: Wtoff: I'b DOORS:::'::::'.::::_::::: ... .. ...... ...... . RtOGE�CAP::::::::... E T :t::::---` :::t, Y:: ]:t6:::: ......... . !'RIDOEl.vEfqT*::.::,::*::':: 8V'9i;ACK: StEEL:R00FING 3 77 :1.'19:2 OVERHEAD, DO0Rm`: it ..... CLOOS ::++:::: 24.0 w w .......... . STEEL RIDGE::: .. S DOOR _T ........... P 4.5 ...... .... ;::16 TP 6 RAKE:::;' .71 77;j� WINDOWS:-::::".:::.::i . ..8.U.... i , i i�a PL"�O0D;CUPSi':::: ".41W A Prepared by all&M'S BEST 10W/02 LAO - CODE AMT. w.: . ... . ..... 25MW . ... .. .. ........ 038 7N ii ............ . ... ......... ... 4 ... ... . .. . ... T. ......... . 10 PS 2 it. coRw69*'lw 2 ...... ... ........ ..... .... ..... .... ......... ... ............. .. .......... ... ....... 41, it .. ..... ............. .. ..... .... . it............ it. A . . ............ ..... .... .. .. . ... ...... ... ............ . .. ....... . .......... ...... .... . ....... . .. ... a'rr V. .r 1. ,2. - =;f Mow, i... 4*fr. Li 9, or, .: t P*"Cpw A06n,im ftk-ll 0 L.. Li L . Nh I �,A T"Y nb .. 0" -0-,s T i3O-Asz T E�Ap�� x�T u wt Pea LO o E3 .10-16 . isap', Ll �� t•.�.gCa � - vN�� Q Job: (180979) 28FT. ATTIC / T-1 ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT CLOADS S DIMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SPF 165or-1.5E :T2 2x6 SP SS Dense: 90 MPH WIND 12.,57 FT MEAN HGT, ASCE 7-33, CLOSED BLDG, NOT LOCATED WITHIN 4.50 SOT CHORD 2x8 SP SS Dense :62 2x4 SPF #1/42: FT FROM ROOF EDGE, 100 MI FROM CORST, CRT I, EXP C, WIND TC DL-S.0 PSF, WIND BC WEBS 2x4 SPF Stud DL-2,0 PSF. CALCULATED HORIZDNTflL DEFLECTION IS 0.24" DUE TO LIVE LORD AND 0.20' DUE TO DEAD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD. LORD. BC ATTIC ROOM FLOOR LQAOING: LL - 30.00 PSF: ❑L - 10.00 PSF: FROM 8-0-0 TO COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24- OC. OR RIGID CEILING. 20-0-0. TRUSS DESIGNED FOR SLEEPING ROOM ONLY. NO WRTERBEDS PERMITTED. PROVIDE INFORMATION TO CONTRACTOR, ARCHITECT, AND BLDG OWNER. TRUSSES TO BE VISIBLY DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LORD. STAMPED TO INDICATE 30.00 PSF MAX LL. PLATES SIZED FOR A MINIMUM OF 2-40 SO.IN./PIECE. CRLCULRTEO VERTICAL DEFLECTION IS 0.71" DUE TO LIVE LORD AND 0.37' DUE TO DEAD LORD AT X - 14-0-0. T1 T2 T2 r1 14• 1§ i 4X6 CR1 2 N H �l • �2' i 1i'4'3 I '7'8 2.7"8 I il'4"8 ' 12' J B' 12 • 9B � r e1 81 82 Rv-2242# U-403# W-5-8 Rv-2242# U-403# W-5'8 DESsC. T-1 ATTIC SED - 115920 PL7. TYP.-WAVE_TPI95 TPIISTD) OTY- 17 TOTAL- 17 REV. 19.6a SCALE-0.2444 This is a preliminary drawinq that can be used TC LL 35.0 PSF REF only Pon trusses Fabricated 6y S.R. Sloon,Inc. TC DL 7.0 PSF DATE 10-29-2002 o o I V INC It reppresents loading, span and pitch. S.R_ 51onn1Inc. reserves the right to adjust BC OL 10,0 PSF DRWG Materials and design at the time of production. 0.0 PSF DL ROOF & FNEOR'' RUSSE CUSTOM O STAIRS The rom i structural I i led d i ty w t I I not be STAIRS & STAIR PARTS compromised. Sealed drawings will be TOT.LD. 52.0 PSF 0/A LEN, 28 SBURG, PR Furnished upon request. DUR.FAC. 1.15 Sotam Tu. .plko P.D. Box 560 N.. Hartford, NY 13413 1-OM-366-7362 131W 732-7355 Fox 13153 r32-5315 SPACING 2 4 . 0 " TYPE O t 1 0 i ' 1 A Ifi 1 ' 1 + STATE OF NEW YORK DEPARTMENT OF STATE 4.1 STATE STREET ALBANY, NY 1 2 Z 3 1 -000 I GEORGE E. PATAKI September 2, 2003 RANDY A. DANIELS GOVERNOR SECRETAR'f OF STATE Mr. Michael Kirby New EH, Inc. dba ProBuilt Homes 20 Industrial Circle Miftlintown, PA 17059 VIA FACSIMME TRANSMITTAL RE: M 021-03-040 System approval - CONDITIONAL Dear Mr. Kirby: Issued herewith, in response to your application for approval of a Detached One -and -Two -Family Dwellings, and Multiple Single -Family Dwellings (Townhouses) System of Models we received on July 28, 2003, is the Factory Manufactured Building Approval designated M021-03-040, as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Ia. Seismic Design Category A, B, or C for Detached One -and Two -Family Dwellings. lb. Seismic Design Category A or B for Multiple Single -Family Dwellings (Townhouses). 2. The basic wind speed of a locality is no more than 90 mph. The project site is limited to Exposure Category A, B, or C within the design wind speed. Exterior windows and doors shall be designed to resist the design wind loads specified in TableR301.2(2) adjusted for height and exposure per Table R301.2(3). 3. The ground snow load is not in excess of 90 psf. 4. The discrete models derived from the system are restricted to non -electric heating systems only. as determined in the Residential Code of New York State (R.CNYS) and/or Building Code of New York State, an inclusive volume of the Uniform Fire Prevention and Building Code (Uniform Code) incorporated wholly by reference. WWW. DOS. STATE. NY. US • E-MAIL: INFO@DOS.STATE.NY.US RECYCLED PAPER Mr. Michael Kirby September 2, 2003 Page 2 Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that "the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1.1 Cover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc. - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. - Occupancy classification - Construction type classification - General notes - Index of drawings - Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members - - -- --Smoke detectors, Carbon Monoxide Alarms, and GFC Interrupt protection - - 1.1.4 Foundation plan 1.1.5 Building cross section with information on: - Building integration (module connections) details - Location of required fire stopping - Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non -typical details (such as prow roof,cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. z � Mr. Michael Kirby September 2, 2003 Page 3 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. S. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval' placed on the accompanying set ofplans. The reconciliation of fees associated with this approval is provided as an attachment to this letter. A copy of this letter, without attachment, shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely, Michael Saafir Deputy Director Division of Code Enforcement and Administration Enclosure cc: , Rick Wenner, PFS File 03-040CAL.wpd Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: ZAQN1932.rck PROJECT TITLE: QN1932 COUNTY: Cortland STATE: New York HDD: 7273 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.13 DATE: 06/27/05 PROJECT DESCRIPTION: COUTURE PHELPS ROAD McGRAW, NY 13101 DESIGNER/CONTRACTOR: PROBUILT HOMES 20 INDUSTRIAL CIRCLE MIFFLINTOWN, PA 17059 COMPLIANCE: Passes Maximum UA = 305 Your Home UA = 299 2.0% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low-E Door 1: Solid Door 2: Solid Door 3: Glass Floor 1: All -Wood Joist/T russ: Over Unconditioned Space Furnace 1: Forced Hot Air, 80 AFUE 04 MEW , Ld Gross aGl 'n Area or Cavity Cont. E� Perimeter - alue Valu - 7.3.- ya 1827 30.0 0.0 1432 19.0 0.0 �3VIY e� 142 0.370 53 39 0.140 5 22 0.270 6 40 0.360 14 1827 19.0 0.0 86 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design i Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgmenntt,,,� /ssuu�cyyh plans or specifications are in compliance with this Code. Builder/Designer Date ! Job Truss Truss Type 29696 I CC233901 HINGED ATTIC Universal Forest Products Inc., Grand Rapids, MI 49b25,+Designed By: P. Beckett 15-9-0 Conn. 37506) 12.00 12 See Note f7- Or VW 16-0.0 Y F m 1 I PIy 1 IReP 31612M 90#(2x8TC) I 6.200 a Dec 15 2004 MiTek Industries, Inc. Mon Feb 1415:05:29 2005 Page 1 31-6-0 15-9-0 40 Lr RESIStERER ,y . npff jry�{ Conn. 3750b) V n�� SlYl IA � ; Joints 5, 6.7 -KEVIN *; . FREEMAN"., n 1L7r-& Face _e 0•H9 fl B7 o B3 Sx8 = 14 Conn. 5020b) 13 1-B Conn. 9960b) BEHiBE BEHIRD 2x5 // 10 One Face 12 5x6 =K Conn. 502(Ib) - , 11 7-9-0 I 15-9-0 I 23-9-0 I 31.E-0 I 7-9-0 840-0 8-0-0 Plate Offsets (X,Y): 11:0-0-0,0.3-41, f2:0-0-11,0-0-01, [2:0-2-2,0-5.61, f3:0-0-11,0-1-21, f9:0-0-11,0-1-21, f10:0-2-2,0-5.61, f10:0-0-11,0-0-01. fll:Edge,0-3-41 LOADING (psf) SPACING 1-4-0 CSI DEFL in TCLL 39.4 10.0 Plates Increase 1.15 TC 0,64 Vert(LL) -0.33 12 >575 40 M72200ES 197/144 GRIP TCDL 0. (Ground Snow=9Lumber Increase 1.15 BC 0.67 Vert(TL) -0.35 12 >537 180 MII18 141/138 Rep Stress Incr YES WB 0.96 Horz(T) L 0.02 11 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight: 224lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins. [131 T4 2 X 8 SPF No.2, T6 2 X 8 SPF No.2, T8 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-5-9 cc bracing. T10 2 X 4 SPF No.2 WEBS 1 Row at midpt 4-8, 3-14, 9-12 BOT CHORD 2 X 10 SPF No.2 WEBS 2 X 4 SPF Stud -Except* W99 2 X 6 SPF No.2 REACTIONS (lb/size) 13=431/0-3-0, 1=1274/0.3-B, 11=1274/0-3-8 1� OF Max Horz 1=-614(load case 6) Max Uplift 1=164(load case 11), l l=-164(load case 10) Max Grav 13=511(load case 13), 1=1355(load case 3), 11=1352(load case 4)�� KEVIN FORCES (lb) - Maximum CompressionlMaximum Tension FREEMAN r" TOP CHORD 1-2=15021557, 2-3=13451571, 3-4=-1076/625, 4-5= 478/107, 5-6-213/140, 6-7-216/142, 7-8=473/107, � CIVIL 8-9=1076/625, 9-10-1345/571, 10-11=1502/557 o No.42980 BOT CHORD 1-14=239/970, 13-14=-236/973, 12-13=236/973, 11-12-234/970 WEBS 4-8-853/767, 3-14=228/502, 9-12=228/502 a� fiGfST_ NOTES AL 1) Wind: ASCE 7-02; 120mph; h=30ft; TCDL=6.Opsf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) TCLL: ASCE 7-02; Pg=90.0 psf (ground snow); Ps=39.4 psf (roof snow); Category II; Exp C; Partially Exp.; Ct- 1 .3) Roof design snow load has been reduced to account for slope. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed as per IBC Sect. 1605.3.1.1 Load reduction, for multiple live loads. N 1E 6) All plates are MT20 plates unless otherwise indicated. 1(ee. „ , 7) See BEH18 DETAILS for plate placement. Q-, F 8) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. CO $t�� w• � .� 9) All additional member connections shall be provided by others for forces as indicated. �? 10) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-8 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psl) applied only to room. 13-14, 12-13 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 1 and 164 lb r uplift at joint 11. 13) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) This truss has been designed to meet the 2003 IBC Section 2308.10.7.1; 2003 IRC R802.10.2fi�?$61j'3' 15) This truss has been designed to meet 2002 BCNYS sec 2303.4 (Building Code of New York State). Asp 16) This truss has been designed to meet 2002 RCNYS R802.10.2 (Residential Code of New York State). t Vt± � �{ e 17) See bulletin 05-02 (detail B) A063201 for collar tie detail. AWARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTUNE RD, NE PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49505 This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication,qualty control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, _ DS"9 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 J:\su000MMlekSuoD\templates\ufo.toe Ccicoovriaht 2005 bv: Universal Forest Products. Inc AUG-15-2005 07:57 AM COUTLRE LOGGING 607 756 8f:43 P.02 M. GENERAL RESIDENTIAL SPECIFICATIONS AND NOTE ! �- FOR: BRUh 0 COUTURE AND ANN ERXLEBEN 17 % EAST MAIN STREET COI ZTLAND, NEW YORK 13045 GENERAL: - CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS - ENGINEER OR DESIGi ER TO BE NOTIFIED IF THERE ARE ANY QUESTIONS, DISCREPANCIES OR C ONFLICTS IN THE DRAWINGS -- THE ENGINEER WILL N OT BE HELD RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM THE,3E DRAWINGS OR WRITTEN RECOMMENDATIONS - THE FOLLOWING UNLESS PROVIDED FOR IN THESE DRAWINGS ARE TO BE FURNISHED BYTHE CONTRACTOR OR OWNER AND ARE NOT INCLUDED AS PART OF THE ENGINEERING REVIEW: - SELECTION OF INTERIOR MATERIAL FINISHES, CAB;NE:TRY AND HARDWARE; MATERIALS TO MEET FIRE RATING REQUIREMENTS OF NYS RESIDENTIAL CODE -- DESIGN OF HEATING, PLUMBING, AND ELECTRICAL SYSTEMS & PLANS, AND CC ORDINATION OF THEM IN CONSTRUCTION, UNLESS SHOWN ON PLJ,NS - SITE: GRADING, 301L BEARING CAPACITY, DRAINAGE, AND UTILITIES; - COMPLIANCE V� ITH LISTED STANDARDS OF QUALITYAN D ACCEPTED MANUFACTURE R'S FOR PREFABRICATED ITEMS. - ALL INSTALLATIONS) RE TO BE PER MANUFACTURER'S REG:OMMENDED PROCEDURES AND C OVERNING TRADE ASSOCIATION GUIDELINES FOR SPECIFIC MATERIALS USED. SITE CONDITIONS - MINIMUM SOIL E -EARING CAPACITY OF 2000 PSF IS REQUIRED OF ALL FOUNDATION VIALLS AND FOOTINGS. FOOTINGS MUE T BEAR ON ORIGINAL GROUND, NOT UNCONTROLLED FILL; EXCESS EXCAVATION OR MODIFICATION OF PLANS DUE TO UNKNOWN FOUNDATION CONDITIONS ARE OWNER'S RESPONSIBILIi Y. DESIGN BASIS: - FOR RESIDEN" IAL CONSTRUCTION, OBTAIN TABLE RR 301.2 (1) FROM CODE OFFICE AND CONFIRM ASSUMPTIONS BELOW. THE FOLLOWING ARE MINIMUM REClUIREMENTS FOR COMPONENTS UNLESS SPECI =ICALLY MODIFIED BY THE ENGINEER%3 LETTER OR STATED ON TH= DRAWINGS. - GROUND SNOW LOAD: 50 PSF UNLESS NOTED OTHERWISE W,lVickq Data Drive\VAL LEY DESIGME •a]cbcn\CF:.NERAL RESIDENTIAL SPECIFICATIONS AND NOTES DULY AUG-15-2005 07:57 AM COUTLRE LOGGING 607 756 Sf!43 P,03 - WIND: 90 MPH, EXPOSURE B - EARTHQUAKE:, SEISMIC CATEGORY B - FROST DEPTH: 48" ROUGH CARPENTRY AND INSTALLATION: - ALL WOOD IN CONTACT WITH BLOCK, CONCRETE OR GROUND TO BE PRESSURE TREATED. - ALL EXPOSED DECKS TO USE PRESSURE TREATED LUMBER OR DECAY RESISTANT ALTERNA' 7IVE - THE PLANS ARE BASE:D ON USING NO. 2 SPF OR BETTER FOR GENERAL FRAMING LUMBER, Il�LIEU OF THE SIZES INDICATED ON THE DRAWINGS, OPTIONAL MATERIAL!) ARE PERMITTED FOR JOISTS AND RAFTERS IF A HIGHER STRENGTH WOOD IS USED; SUBMIT DETAILED PLANS FOR REVIEW; SUBSTITUTION OF ENGINEERED WOOD PRODUCTS (LVL'S, TRUS- JOISTS, WOOD I BEAN S, ETC) IS PERMISSIBLE SUBJECT TO SUBMITTAL OF STAMPED DRAWINGS FOR SAID SUBSTITUTIONS. - LVL OR EQUIVALENT MEMBERS SHALL HAVE A MINIMUM OF 2900 PSI STRENGTH IN BENDING- - ALL P.E.R.T'S TO BE [DESIGNED FOR MINIMUM 50 PSF SNOW LOAD AND10 PSF DL AT 2' O.C. SPANS AND TO BE STAMPED AND SIGNED BY A NYS LICENSED P.E UNLE S)S NOTED OTHERWISE.(U.N.O.). LOWER LEVELS ACCEPTABLE AT G 2OUND SNOW LOADS UNDER 50 E'SF AND IF MANUFACTURER PRC VIDES CALCULATIONS AND CERTIFIES THAT DESIGN MEETS ALL CONDITIC NS PER ASCE 7-98 INCLUDING BUT NOT LIMITED TO: UNBALANCED LOADS EXPOSURE: (Ce); IMPORTANCE (1); AND "THERMAL (Ct) FACTORS. - TRUSSES AND RAFTERS TO BE ATTACHED TO WALLS OR BEAMS USING TIE DOWN "HURRICANE" CLIPS MEETING UPLIFT LOAD REQUIREMENTS OF TABLE 802.11 OF RESS IDENTIAL CODE FOR SPAN OF RAFTER OR TRUSS. A MINIMUM OF (3) - 2 X 8 HEADERS SHALL BE OVER ALL WINDOWS AND EXTERIOR WALL OP _NINGS UP TO 5' IN WIDTH, UNLESS OTHERWISE: NOTED. SPANS OF 5' - 8' TO USE (3) - 2 x 10 UNLESS OTHERWISE INDICATED ON DRA" ING, - TRIPLES JACK STUDSS WILL BE UNDER ALL NEW GIRDER TRUSSES & LVL GIRDERS; DOUBLE J kCK STUDS UNDER ENDS OF BEAMS AND HEADERS UP TO 9' SPAN UNLE; S OTHERWISE NOTED; SINGLE: JACK STUDS MAY BE USED UNDER HEADERS UP TO 4'. TOE NAILING OF HEADERS TO STUDS ALONE IS NOT ACCEF TED; APPROVED JOIST HANGERS RATE D FOR LOADS MAY BE SUBSTITUTE 0 WHERE SUBMITTED FOR REVIEW AND LISTED FOR INTENDED LOAD ANC USE BY MANUFACTURER. - FOR ALL WOOD MEM 3ERS UNLESS SPECIFICALLY DESCRIBE-D ABOVE OR ON DRAWINGS FOLLO )W THE NAILING GUIDELINES OF RESIDENTIAL CODE OFNEWYORKTABLERR602.3(1) FASTENER SCHEDULEFORSTRUCTURAL MEMBERS; FASTENERS AND CONNECTORS FOR USEW EXTERIOR tMMackup Data Drive\VAI,LF,Y DF.SIGM, rxlcbcntGLNFRAI� RESIDENTIAL SPECIFICATIONS AND NOTES DULY AUG � 5-2005 07:58 AM COUTIRE LOGGING 607 756 8£:43 P.04 I EXPOSED PRESSURE: TREATED LUMBER TO BE TYPE 304 OR 316 STAINLESS STEEL UN' _ESS SPECIFIC WRITTEN APPROVAL OBTAINED. PROVIDE "X" BRACINC OR SOLID WOOD BLOCKING AT CENTER SPANS OF ALL FLOOR JOISTS OF; RAFTERS OVER 10' IN CLEAR SPAN: SOLID BLOCK AT ENDS OF JOISTS AND UNDER PARTITIONS. -- PROVIDE DOUBLE JOI, )TS UNDERALL INTERIOR PARTITIONS PARALLELTO JOIST SPAN AND EIT -IER SIDE OF STAIRWAY OR OTHER OPENINGS IN FLOOR — FLOOR JOISTS ARE Si ZED BASED ON GLUED AND NAILED, T & G, 3/4" SPAN RATED SHEATHING FOR FLOOR DECK. ANNULAR NAILS OR SCREWS TO BE USED. — ROOF SHEATHING TO BE 5/8" PLYWOOD (U.N.O.) SPAN RATED FOR RAFTER OR TRUSS SPACING 11 JDICATED; ENDS OF SHEETS TO BE SUPPORTED ON RAFTERS, "TRUSSES, OR WITH SOLID BLOCKING; TONGUE AND GROOVE AND/OR USE OF "H" CLIPS MAY BE ACCEPTED IN LIEU OF REQUIRED BLOCKINGAT UNSUPPORTED EDGES UPON APPROVAL BYENGINEER. ALL ROOF SHEATHING TI)'BE SECURED WITH ANNULAR NAILS OR SCREW ATTACH. — ROOFING TO BE A Mil IIMUM OF 25 YEAR FIBERGLASS SHINGLES WITH 15# FELTS ATTACHED WITH 1" CAP NAILS OR PER MANUFACTURERS APPROVED ALTERN/ TE WHERE SPECIFICALLY REQUESTED. ICE AND WATER SHIELD TO BE INSTALLED IN ALL VALLEYS AND EAVES AND TO EXTEND FROM EAVE TO 2' MINIMUM BEYOND EXTERIOR BUILDING WALL. EAVES TO HAVE VENTED SOFFITS AND PROVIDE AIR BAFFLE BETWEEN BOTTOM OF ROOF SF EATHING AND MINIMUM 12" BATT INSULATION. HOLD BACK PLYWOOD AT FJDGE 2" AND PROVIDE CONTINUOUS R0GE VENT. -- EXTERIOR WALLS: TO BE 2 X 6 V\ OOD STUDS AT 16" O.C. WITH A SINGLE BOTTOM PLATE AND DC UBLE TOP PLATE FOR WALLS UP TO 113' IN HEIGHT WITHOUT STABILIZING FLOOR. DBL STUD AT ALL OPENINGS. TRIPLE STUD AT OPENINGS IN WALLS OVER 12' IN HEIGHT, FOR WALLS WITHOIJT STABILIZING FLOOR FROM 18' TO 24' IN HEIGHT, USE 2 X 6 AT ' 2" O.C. AND TRIPLE STUDS AT OPENINGS UP TO 6' WIDE. FOR WIDER OPENINGS AND TALLER WALLS, DETAILS OF WALL FRAMING' TO BE PROVIDED. STUDS TO BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF WITHOUT BREAK. — PROVIDE R 19 MINIMUM FIBERGLASS BATT INSULATION WITH VAPOR BARRIER ON TiiE INSIDE FACE. INSIDE SHEATHING'/ GYP BOARD, EXTERIOR SHE ATHING 7/16 PLYWOOD. EXTERIOR TO HAVE "TYVEK" OR EQUAL WIN D WRAP OR BUILDING PAPER AND WEATHER PROOF EXTERIOR FINI 31-1 (VINYL SIDING, BRICK, CEDAR SIDING OR SHAKES, ALUMINUM SIDING, CEMENT BOARD SIDING, ETC), MINIMUM INTERIOR ROC M HEIGHT 8'. EXTERIOR WALLS OF A GARAGE MAY BE 2 X 4 WITH DUT INSULATION. — INTERIOR WALLS To BE MINIMUM 2 X 4 STUDS WITH SINGLE BOTTOM Li:\Bae4;up Data Drive\VA*-LEY DESIGN\ :rxleb,m\GENERAL RESIDENTIAL SPECIFICA11ONS AND NOTES JULY �Nls ViN AUG-15-2005 07:58 AM COUTURE LOGGING 607 756 8843 P.05 PLATED AND DOUBLE'rOP PLATES. SHEATHING TO BE'/2 GYP- BD. EACH SIDE. %91 FIRE RATED GYP BD TO BE USED ON INSIDE WALL AND 5/8" ON GARAGE SIDE AT ATT.aCHED GARAGE. ELSEWHERE, (IF THE GARAGE WALL SUPPORTS A FLOOR) - PROTECT INSIDE OF WALL WITH 5/8" FIRE RATED GYP BOARD, DOOR BETWEEN HOUSE AND GARAGE TO BE 314HR RATED AND SELF CLOSING. COVER CEILING OF GARAGE WITH 5/8" FIRE RATED GYP BOARD WHERE OCCUPIED ABOVE OR IF WALL SEPARATION STOPS AT CEILING NOT AT ROOF. INTERIOR DOORS 2' (. X 6' 8 ( U.N.0). MAIN ENTRANCE DOOR TO BE A MINIMUM OF TO X 66 FOUNDATIONS: — ALL CONCRETE TO BE 3,000 PSI, MINIMUM 28 DAY COMPRESSIVE STRENGTH: REINFORI'#ING STEEL TO BE 60 KSI. ALL FOOTINGS TO E)7END BELOW FROST DEPTH AS STATED ABOVE, UNLESS A "FROST PROTECTED" SLAB FOUNDATION AS DEFINED BY CODE IS USED. OBTAIN FROST DEPTH FROM CODE OFFICE ON TABLE RR301.2 (1). - MINIMUM FOOTINGS TO BE 10" X 20" WITH 2 #4 CONTINUOUS AND #4 cQ 2' EXTENDED INTO FOU 4DATION WALL. — CONCRETE FOUNDA" ION WALLS UP TO 8' IN HEIGHT MAY BE $", IF REINFORCED WITH * @ 24" O.C.E.W.; PLACE VERTICAL REIIFORCING 5" FROM OUTSIDE FACE, 8" CONCRETE BLOCK MAY BE USED, IN LIEU OF CONCRETE, IF. DUR-O-WAL IS USED EVERY OTHER COURSE, AND VERTICAL REINFORCEMENT OF CORES IS PLACED AT 4' O.C. USING 04 BARS AND CONCRETE FILL. IF PRECAST WALLS ARE USED FOR FOUNDATIONS, PROVIDE NYS PROFESSIONAL ENG NEER STAMPED SHOP DRAWINGS SHOWING ALL DETAILS OF LOADS, OPENINGS, BEAM POCKETS, STEP FOOTINGS, FOOTINGS. ETC. IF "ECO" OR SIMILAR ICF STYROFOAM FORMS ARE USED FOR POURED FOUNDATION WALL6, FOLLOW MANUFACTURERS INSTRUCTIONS FOR REINFORCING. IF NC, GUIDANCE PROVIDED BY MANUFACTURER - USE MINIMUM OF #4 @ 24' O.C.E.W. OR TABLE RR404.4 OF BUILDING CODE. PROTECTALL EXPOSED STYROFOAM WITH HARD SIDING, CEMENT PARGE, OR SIMILAR MATERIA-AT EXTERIOR. PROVIDE'/z" MR GYP BOARD FINISH ON INTERIOR. — PT SILL PLATE TO BE SEALED AND ANCHORED TO FOUNDATION WALL AT MINIMUM 6' INTERVALS WITH 1/2" DIAMETER ANCHOR BOLTS AT LEAST 6" EMBEDMENT. BOLTS TO BE PLACED NO GREATER THAN 1' 0" FROM EACH PLATE SECTION. — ALL WALLTYPES SHO)ULDALLOWFOR EXPANSION JOINTS ATAMAXIMUM OF 25' a.c. — FOOTINGS SHOULD I IE STEPPED DOWN BETWEEN THE GARAGE AND/ OR ttid3ackup Uuta DrivcNALLEY DESIGM rx{cbcn\GENL•RAI. RESIDENTIAL SPECTT'ICA IONS AND NOTES JULY 2tk)>.va�d AUG-15-2005 07:59 AM COUTURE LOGGING 607 756 8E43 p.06 CRAWL SPACES AND BASEMENT WALLS AS SHOWN; IF NO DETAIL - STEP IN 2' VERTICAL TO 4' HORIZONTAL INCREMENTS. FOOTING REINFORCING TO FOLLOW STEP IN BOTH HORIZONTAL AND VERTICAL. 2 - #4 BARS SHOULD 3E PLACED DIAGONALLY AT EACH STEP OR AND ACROSS CORNERS O-' ALL OPENINGS IN CONCRETE WALLS. BLOCK WALLS SHOULD BE REINFORCED WITH STEEL BARS VERTICALLY EACH SIDE OF OPENINGS A! D CORES GROUTED SOLID. FOUNDATION WALLS OF BASEMENTS SHOULD BE SEALED WITH BITUMINOUS COATING AFTER CONCRETE OR MORTAR IS ALLOWED TO SHRINK. BLOCK WALLS TO BE PARGED OR PROVIDED WITH SMOOTH SURFACING PRIOR To COATING. AS AN ALTERNATE TO ALLOWING SHRINKAGE TO OCCUR, KEYED EXPANSION JOINTS MAY BE PLACED IN WALLS AT 30' INTERVALS AND SEALED EACH SIDE. MEMBRANE WATERPROOFING IS ACCEPTABLE IN LIEU OF COATINGS WITHOUT WAITING FOR SHRINKAGE CRACKS TO FORM. MEMBRANE WATERPROOFING REQUIRED IN AREAS OF HIGH GROUND WATER. FOOTING DRAINS USI SIG PERFORATED, GEOTEXTILE FABRIC WRAPPED PLASTIC PIPE (CPEP PVC) SHOULD BE PLACED ENTIRELY AROUND BASEMENT FOOTING 4,,ND EXTENDED DOWNSLOPE TO DAYLIGHT, FILL WITH GRAVEL ABOVE FOOTING DRAIN TO GRADE AND PROVIDE FILTER FABRIC BETWEEN TO -) OF GRAVEL AND TOPSOIL. — A CUT OFF TRENCH SHOULD BE PLACED ON ALL UP HILL SIDES OF THE BUILDING TO DIVERT STORM RUNOFF AROUND FOUNDATIONS. FINISH GRADE SHOULD SLOPE AWAY FROM HOUSE FORA MINIMUM OF 10' IN ALL DIRECTIONS (INCLUDING THE UP HILL SIDE). -- FINISH GRADE MAY Vf ►RY AT OWNER'S OPTION, BUT SHOULD MAINTAIN A MINIMUM OF 12" OF EXPOSED CONCRETE OR BLOCK BELOW THE SIDING, FOUNDATION INSULATION TO BE AN MINIMUM OF R10 FROM SILL PLATE TO 4' BELOW GRADE OR BOTTOM OF FLOOR JOISTS IN BASEMENT OR CRAWL SPACE TO BE INSULATED. ALL CRAWL SPACES TO BE VENTED AND HAVE VAPOR BARRIER AND GRAVEL OR CONCRETE INSTALLED BETWEEN SOIL AND FLOOR. ALL WOOD WITHIN 18" OF GRADE TO BE PRESERVATIVE TREATED. STAIRS, LANDINGS, PORCH =S AND GUARDRAILS: THE MINIMUM TREAD DEPTH SHALL BE NO LESS THAN 9". THE WALKING SURFACE OF THE TREAD SHALL BE SLOPED NO STEEPER THAN 2%. THE GREATEST TREAD D EPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE 3/8" — THE MAXIMUM RISER HEIGHT SHALL BE 8'/4'. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". — THERE SHALL BE A F _OOR OR A LANDING AT THE TOP AND, BOTTOM OF EACH STAIRWAY. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE 1ANRackup Data DrivekVALLEY ])]3SIGN\e xlcben\GENERAL RESIDENTIAL SPECIFICATIONS AND NOTES JULY AUG-15-2005 07:59 AM COUTURE LOGGING 607 756 8643 P.07 OF EACH EXTERIOR DOOR, THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THE STAIRWAY OR DOOR THAT IT SERVES, EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36" MEASURED IN THE: DIRECTION OF TRAVEL - EXCEPTION 1: Where a stairway of two or fewer risers is located on the exterior side of a 1oor, other than the required exit door, a landing is not required for the e) terior side of the door. - THE MINIMUM HEADRC OM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6'.8" MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAT) NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM - STAIRWAYS SHALL NC T BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS BETWEENTHE HANDRaILANDTHE HEADROOM CLEARANCE. THE MINIMUM WIDTH OF THE STAIF WAY AT AND BELOW THE HANDRAIL. INCLUDING TREADS AND LANDINGS SHALL_ NOT BE LESS THAN 31 fe2" WHERE A HANDRAIL IS INSTALL=D ON ONE SIDE AND 27" WHERE HANDRAILS ARE INSTALLED ON BOTH , )"IDES, - STAIRS WITH A TOTA _ RISE OF MORE THAN 30" ABOVE THIS FLOOR OR GRADE BELOW SHAL L HAVE GUARDS NO LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. REQUIRED GUARDS (WLINGS OR WALLS) ON OPEN SIDES OF STAIRS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHEI tE 4" OR LARGER. GUARDS, NO LESS TFAN 36" IN HEIGHT, ARE REQUIRED ON OPEN SIDES OF PORCHES, BALCOI DIES OR RAISED FLOOR SURFACES OVER 30" ABOVE ADJACENT SURFACE, STAIR HANDRAILS: HAND RAILS HAVING A MINIMUM AND MAXIMUM HEIGHT OF 34" AND 36", RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF THE STAIRWAY. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TW D OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE LOWEST RISER C F THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEV%EL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO THE Vti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idoap Dan NVOVALLEY DESIGN\ rxleben\G1 NERAL RESIDENTIAL SPECIFICATIONS ANI) NOTES JULY ' %V'.v 74 AUG-15-2005 07:59 AM COUTLRE LOGGING 607 756 86:43 P.08 TALLEST PORTION OF THE PROFILE AND REACH A DEPTH OF AT LEAST 5116" WITHIN 7/8" BELOW THE WIDEST PORTION OF TH PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 318" TO A LEVEL THAT IS NOT LESS THAN 1 314" BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4" TO A MAXIMUM OF 2 3/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01" OTHER: SMOKE DETECTORS I'IARDWIRED TO LIGHTING CIRCUITS TO BE PLACED IN EACH BEDROOM A qD HALLWAYS OR SPACE OUTSIDE BEDROOMS AS WELL AS ONE ON EACH FLOOR. - AT LEAST ONE CARBC N MONOXIDE DETECTOR SHALL SE HARD WIRED TO ELECTRICAL CIRCUIT AND BE PLACE OUTSIDE THE SLEEPING ROOMS. WINDOWS IN BEDROOMS, LIVING ROOMS, AND FAMILY ROOMS TO PROVIDE ENOUGH OPENINGS TO BE EQUAL TO 4% OF FLOOR AREA AND ENOUGH GLASS AREA TO BE EQUAL TO 8% OF ROOM FLOOR UNLESS FRESH AIR IS PROVIDED BY MECHANICAL MEANS (FURNACE OR AIR HANDLER WITH NAKE UP AIR MEETING MECHANICAL CODE REQUIREMENTS) MINIMUM CLEAR HEIGHT OF AT LEAST 1 OPENABLE WINDOW IN BEDROOMS TO BE 24' ; MINIMUM CLEAR AREA OF 5.75 SF TO BE PROVIDED IN AT LEAST 1 EGRE:IS WINDOW OF BEDROOMS ABOVE GRADE. - BATHROOMS TO HAwE A WINDOW OR FAN 11-Alaekup Data Dfly6VALLF..Y DESIGN' erxlcbcn\GENVRAL RESIDENTIAL SPLCIFICATiONS AND NOTES JULY SKETCH AND SPECIFICATIONS BUILDING EWER 4' cast iron, or NSF approved DWV schedule 40 or SDR 35 plastic, water tight joints, minimum grade'/4' per foot, supported to prevent setting. Minimum distance to well 25 ft. SEPTIC 1�� TANK Water tight concrete, or Com Std. Metal, UL approved Capacity A� ..............gallons; Minimum distance from house ......feet; from water supply, 50 feet. Support on undisturbed ground free of large stones. Washed gravel base is best. TANK TO TREATMENT DWV Schedule 40 or SDR 35 plastic pipe over disturbed ground. Tight joints; Minimum grade 1/8' per foot. DISTRIBUTIO - BOX o. outlets........ ........; Outlets all same level and 4' from bottom; Inlet at least 1' above outlets. Concrete or approved equivalent. Place on 4" washed stone base, seal outlets with plastic roof cement.. Test for proper operation with water. FILL Length ft.; Width ft; Depth .................ft; Use porous fill; Do not use heavy clay soil. Fill must be inspected and allowed to settle 45 days before trenching. Do not strip top soil within 50 feet of fill and in fill area. Provide for diversion of surface water where necessary. -- LEACHIN FIELD 4' perforated pipe; Total ft. .3 No. laterals ..........��.............: Len h er Lateral ....ft. Gr de not more than 1/16" per ft.: trench width ............i inches; Depth 2 P. �R.inches; Minimum distance from water supp y ..... , Minimum distance between center of trenches ..... k4;1.... ft.;.%,� I.. �V.4�of No. 1,2, or 3 washed gravel under tile and 2" above tile; Lay building paper or straw over gravel before replacing earth; Do not strip soil, nor work when wet nor run heavy equipment over tile field area. Keep laterals out of driveways and 20 ft from banks, edge of fills, footer drains, waterlines and gaslines. LEACHING PIT Minimum distance from water supply .............ft.; cylindrical; Size inside ....diameter ft.; depth below inlet walls :...:....:......... ................. ........... .; Walls of concrete block or equivalent with openings facing out; Use 12" No. 2 or 3 gravel around walls; Use concrete cover with minimum 8" inspection hole, or call for inspection before placing cover. An equivalent sized precast leaching pit may be used. SAND FILTER Length .................ft.; Width .................ft.; Depth sand ....:_:...ft:; Sand must be from an approved source; Must be inspected before and after placing sand. Provide for diversion of surface water where necessary. RETVIARKS All pipes must be supported to prevent setting. Qh�� s ��d lei`