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Pemrit 1525 Linkside Dr (vault) ADDRESS BUILDING PERMIT NUMBER- INSPECTIONS: FOOTING UNDER SLAB PLUMBING -7 SLAB FRAMING– COVER-UP. INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 1139-3 INSPECTIONS ROUGH -cil, 6 FINAL— /,V- 96 MECHANICAL PERkIT # / OR, PLUMBING PERMIT # NOTES: Cit of "f ftlantic Be h per, to Ai as gl't! Or 1pt son 40: Ao umo ism ti Y AVADIA10 paoilrS Alount Tflndtj-det - 1.00 078, CC co-IT ail Total t Total CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030877 Date 8/03/05 Property Address . . . . . . �11 - Tenant nbr, name . . . . . . INSTALL 61 FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 480 Owner Contractor ------------------------ --------- --------------- NOONAN, JAMES ALLIED FENCE COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 6803 WEST DEAVER STREET JACKSONVILLE FL 32236 (904) 786-2011 ----- ---- ---- -------- ------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 3S . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4 4, 1BUG 4OFFICIAL 1\4 Cc: CITY OF ATLANTIC BEACH ING / ZONING DEPARTMENT D. Ford. BUILD L. Hmagi s 800 Seminole Road —scio;rr Atlantic Beach,Florida 32233 (904)247-5800 f (904)247-5845 Fax www.coab.us AUG 2005, PLAN REVIEW COMMENTS Permit Application # Property Address: J naD L i 1A c1f I)- Applicant: i-f 0, F��4 ef-, ro - I/ J a 60 y a Vt Project: ld:n�I I � a I Tt R T f� This pe i application has been: =Approved F'-1 Reviewed and the following items need attention: Please re-submit your pli on when these items have been completed. Reviewed By: Date: ,:9 & -e)-2- -z9-S' Date Contractor Notified: CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATWON AUG Date: Job Address: z t'c( Dr t ,1 e-_ Owner's Name:— A czrv�,� Address: / T 2- Lc- 'cflc Dr - Phone: 2 F Legal Description: Block Number: Lot Number: C/ ZoninR District: Fence Contractor: (f ,0 F�c re C o 07F J C. r /C J 0 ,1 U/ Address: o (,j Phone: ? (01 C) C j I Ile State: Zip: 3 2 2- Fax: rO Type of fence and materials to be used: C � ess (A-) o 0 Valuation Of Fence: V 9 0 91�rterior Lot [I Comer Lot Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: 2/NO. Applicant certifies that no trees will be removed for the installation of this fence. F1 YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Pen-nits to be reviewed by the Tree Conservation Board,which meets two times each month, Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as apiwopriate Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information f rson to receive all correspondence regarding this application(please print). Name: 07 /t/o Mailing Address: dr 19 11-IIC A �2C A F/'— Phone: 27)--b 12Y Fax: 3 ?i — o12-�' E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page I Revised 3/04/04 EXHIBIT A-ORDINANCE NUMBER: 90-03-184 See. 24-157. Allowable Height of Fences and Walls. (a)Within Required Front Yards,the maximum height of any Fence or wall shall be four(4)feet. (b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall be six(6)feet. (c) On Comer Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within ten (10) feet of any Lot Line which abuts a Street, provided however, that clear vehicular and pedestrian sight distance shall be maintained at any Street intersection. (d)The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence or wall shall be measured from the side with�the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a Fence or Wall on a mound is prohibited. (e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Sec. 24-158. Guardhouses and Security Buildings. (a) Guardhouse or security Building shall mean any Structure designed, built or used exclusively for the shelter and on-duty accommodation of persons engaged in the protection, guarding and security of persons and property. (b) Upon specific approval of an application for a Building Permit to install, construct or place guardhouse or security Building and issuance of a Building Permit, a guardhouse or security Building may be erected, installed,placed or constructed within any Zoning District. (c) Any person or party desiring to erect, install, place or construct any guardhouse or security Building shall apply to the Building Official. Such application shall meet all requirements of applications for Building Permits and shall be accompanied by the Building Permit fee required by the City for commercial Structures. (d)Upon receipt of the application and filing fee, the City shall, as soon as practical, either approve and authorize issuance of the permit, or deny the same. If the permit is authorized, the Building Official shall issue a Building Permit for the guardhouse or security Building. (e)No guardhouse or security Building shall be occupied until it has passed all Building inspections and a Certificate of Occupancy has been issued for the Building. (f) When any guardhouse or security Building has ceased to be used for such purpose as defined in this Section, and the guardhouse or security Building does not meet all setback, square footage, electrical, plumbing or other requirements necessary for the issuance of a Building Permit as a Principal Use, Accessory Use or Use-by-Exception in the Zoning District where the Building is located, it shall be removed at the owner's expense unless the City authorizes a continued Use. Ordinance Number: 90-03-184 Initial Effective Date: January 0 1,2002 with amendments through December 08, 2003 78 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE S CTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONS113ILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WIT`H ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUU-DER PERMIT. . �va,, a � Twv�.� pu RTY OWNER/BUILDER .j ]iTl-%nXl'rC� AX RE ME THIS DAY OF 20 JEANNE M.SHAW MY COMMISSION 4:DD 435966 EXPIRES:May 31 2009 ,Vo"� Bonded Thru No Pubflc 6rderwdters - A N6TARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE. MY COMMISSION EXPIRES: a4&0 6803 WEST BEAVER STREET P.O.BOX 6691 JACKSONVILLE,FL 3223"891 PHONE:(904)7W2011 www.aUiedferseecoofjax.com PFEENCE COMPANY FAX- (904)695-0314 Your best Um of&*we OF JACKSONVILLE DATE: 0()N'N 14 Horne: Mric Adftn: 4 5 City: A State: zip: Job Ske: Mections: h Fax- CHAINLINK: Footn@_Heigtt Gauge_______Yrarnework Toprall Linepoeft Teffninals Gates etc WOOD: Footage Tbp_J_11�_ style Picket Runner Kind of Wood L Gates&other work CkwAroct Price _Adjustments —Balance NET DUE LIPON COUFtXMN...I agree that Allied hot ithe right to make addibonal charges if unusual gr*LwW conditicna hinder the installation.The Cusw�w is-rosponsibl*for property markers and survey*. Sslex� Person Printed Name Customer PSA-38" 1768 DEPARTMENT OF BUILDING: C ITY OF ATLANTI SEACH P9 POR14ATION -�-7`�`�:, I 7i t N ------ LOCATION INVORMATION ei,*tt, Kum or* Address., 1,525,,,LINK SIDE Ditiv t Typei:W,E;L'L StAtH, FL ATLANTIC ORTDA 32233, 1 f -------- o*,: q,�, Work'.*NEW SICRIPTtom LVGn DR Block. ' Lot : 'TwVio 1D provbitd 10 R464z� rAmity secti6n- 0 suba Rnq 01, subdivision:SELVA, LIOKSIDE 0 .00 0.00 'prov, Ti6tal' Fees 10 00 -amount pai"a- 1 00 910 6ri bosci IRRIOATION PURPOSES' , FRtS APPLICATION 10.00 addr!' 'ATL LORIDA 32233 , Who": - ----- 40 "TION ------ .0. L i c Exp: Too- NOTES: 'NOTICE- INSPECTION$ MUST BE REQUESTED AT LEAST 24 OUR$ PRIOR TO INSPVCTION BUILDING MATERIAL, RUBBISH,AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND 14AULEO A-WAY 15Y EITHER CONTRACTOR OR OWNER TO COMPLY WITH ,TW MECHANICS' LIEN-LAW, CAN RESULT IN ERTY FOR, BUILDING IMPROVEMENTS. ')SSUtD ACCORDING10'AP'PROVED PLANS WHICH ARE PART,OF THIS PERMIT,AN0 SUBJECTT V P SjOf4 �O ReVQCATION FOR OF APPLICABLE 'ROVI S OF LAW'. QLATION ATLANTI ACH SUILDIN 0 ENT %I*"� Mt, G�WPARTM lain �tx FT-E $10.no A-PPLICATIM FOR M-L PMET CITY OF ATWMC WACH FROPEM MER lLmie:— (Y e 0 11q'W Day Phone Addressc 5, 2/ APPLICAN7, IF GMER nM GOER Nam: Day Address, zip 5V x f-I ga Wyz c ae,U/ JOB Address or 1,ocation: 'Z 5 --,7- Al/,V Ok -15rloole 4� L.4@gal Description: Is well to be used for drirking purposes?, Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Cxxle, and who plans to use water from the pennitted well for drinking purposes, mist first obtain a bacteriological test report from'the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is an file with the building department. Department Notes: agree to ccaply with regulations stated herein: 47— Mate Tatiftratt of Wf1hrupaurg otV of Atlantic Wtac4 — Nlariba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit NO. 11198 Group w.frame Type construction S/f Fire District Atlantic Beach Owner of Building Centex Homes 6620 Southpoint Dilve S. Address I - —1 —11 ja-PU 0 a V IM C 5, 'k '"I B i ding Address 15 2 5 L Uiks ide Drive Locality Atlantic Beac FL k233 By: DON C. FORD BuildingOfffal Date: POST IN A CONSPICUOUS PLACE CITY OF 4&aa& Be4CA-0;&U,44 Office of Building Official REQUEST FOR INSPECTION Date 5- Permit No Permit No Time Received S— L Job Address L calily Owner's Name A Contractor BUILDING CO;CRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing E Rough Wiring Rough Air Cond, & Re Roofing Slab Temp Pole Top Out I Heating Insulation �7�- Lintel Final Sewer C, Fire Place Pre F READY FOR INSPECTION t .y PM F�nd P.M. Mon. Tues Wed. Thurs. Friday irsp,�cliorr r0ade Certificate of Occupancy Date H�1� W "::�b 10:0 1 C�LH��SU,l T .90 686 P02 MAP SHONNG _10UNDARY SURVEY QF Lot 90, except the South 11 .00 f eet of the West 37 .00 f eet thereof together with the South 11 .00 feet of the Rest 37 . 00 feet of Lot 91 , all as shown on plat of Selva Linkside, Unit 2, as recorded in Plat Book 47 , Pages 85 , 85A and 85B, current public records of Duval County , Florida , FOR: CENTEX HOMES CORP. NOTES: 1) BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 2) ELEVATIONS SHOWN THUS: ( (4,c.5 ) AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. S1�CMIIV 17, 2e7WA1$111,4 e S041,r A,<IS- eyA,67 qj Uj 7_,-A1r1,0A1J �'4 ILI. Cer-fS AM AfhfMr,�W4AICe lgwk ie.5 00 X4, 16.4 rkc_4 4, 4-z E-1 4 //-0 N K 11.0 0" 0 _75 _T P Mc. )v 4;! A 4 r L IMIe 51,0 4' CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water, is no longer needed: Permit Number Address '4 -91n re Building Department OF ADDITIONS or CORRECTIONS ' DO NOT REMOVE JOB ADDRESS XTE t1"V_S1jqF_ _"?-,2-Y-2 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted k4,envqk:�2 40ap-1 A/j $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. CITY OF x�141 L Office of Building Official REOUEST FOR INSPECTION P Date Permit No. Time Received 50 b AddreX ality Owner's N Contractor BUILDING CONCRETE ELECTRICAL (��PW=BING��) ?M�ECHANICAL Footing Rough Wiring Cond.& Re Roofing Stab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Fab READY FOR INSPECTION Mon. Tues Wcd� /MI—) iday A Pm. inal Inspection Certificate of Occupancy Date CITY OF 4&4M14-c Bear-4-07& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time 44 U M. Received Job Addrer ----C, 2 Owner's Name Contractor CONCRETE ELECTRICAL PWMBING MECHANICAL Footing 0 Rough Wiring 0 Rough Air Cond. Heating e o5ing 6OZ r / Slab 0 Temp Pole 0 Top Out Insulation —.,ZL—Lintel D Final 0 Sewer Fire Place READY F SPECTION Pre Fab Mon. Tum Wed. Thurs. Friday___rA�m r A.M. k---/ Inspection Made _PM. Final Inspection Inspector— Certificate of Occupancy U, Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received Job Addre Locality Owner's 6d Name BUILDING CONCRETE CE�LECTR.1ZCA1t------,,,1 PLUMBING MECHANICAL [--,' Air-Cond.& FJ Framing Footing 0 ring Rough Re Roofing Stab Temp Pole Top Out Heating Insulation Lintel C Final Sewer Fire Place Pre Fab READY FOR INSPECTIO Mon. Tues. Wed. �W Friday PM. Inspection Made - "-3 //4- P.M. Inspector Final inspection 0, Certificate of Occupancy Date DATEt PRE-SERV1GE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32-202 THE FOLLOWING FINAL IW3PECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : ----- --------- ------------------------- ----------------------- ------------------ ------------------------------- -------- ---------------------------------------- ------------------------- ----------------------- Enclosed are the blue copies of the permits. -q-1 N C E R JE , BUIL ING INSPECTIUN DiVISION cc:FILE of �o? xotl AV eoij,!,�e 01 1:01, e r,tof .,ekle coo�— I f fab 3ob OdVeSS 09 0�11 V(e SOW �Pqoke VAame oo�jng f 100 0- 0�A iF: \Ned- n f.\000(oec 0 "Panc� k ok cc Date 611, ��o Fl. 71:Z, TRANSMITTAL DOCUMENT FOR JEA DATE: .2— 9 6 The following permits have passed "rough" inspection: Permit No. Address 11593 N3zexx=xg*xkumoLmmmpdxmxoofx*k@XVM Please update your records accordingly. Than� --irJ'1ALy0 N CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL 'PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- IMPOBTANT NOTICE: IN CONgIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ARGD-�-OrFc--AL Cn OT A* cskK Ga I srl�� az� ELECTflICAL FIRM; MASTER ELECTf"CIAN SIgNAT`URF JQU8NEYfdAN -r �5-vb unolov--- NAME CE13 C)< -ADDRESS:-� RFD-BOX_ ' BLDG.SIZE (3TRO I N` BETWEEN: RE S.-(Y-4 AP'T. COMM. PUBLIC.( INDUS.I NEW IN OLDI I REW. I I AODITION TRAILER ( TEMP. SIGNS ( -SQ.FT. SERVICE: NEW k) INCREASE ( REPAIRI FEE -1/ CONDUCTOR SIZE 0 AMPS ��50 COPPER I ALUM.(-A) 1MLCH Ofl BREAKER 50 AMPS PH W coqo VOLT RACE - 00 WAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED1 OPEN TOTAL RECEPTACLES CONCEALEDI- OPEN TOTAL MPG. 31.100 P 6. SWITCHES INCANDESCENT 0 FLUORESCENT&M.V. FIXED _1-100 AMP8. I OVER APPLIANCES I I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT] KW-HEAT 0.1 %JOLTAGE OVER VOLTAqE MOTORS M.P. pHs No. I H.P. MISCELLANEOUS 77 00A"tNT OF$U!Lblki� -Cf OF�ATLANTjt G TY MUTT WORM TION-1 ------ )CAT Nj L( jo*� ------ Otmi t, NUmber: j,5,2 - , r ft, DRIVZ' K ID9 Ad LIN 'P ICAL TIO tU LAN AT , " , , i Work.- I CRv� FLORIDA 32Z3� B ropose S No See t:i Onr: oo k r Typo*, - 10- r m Lot f AXI LY F nla RNO 0 d' 6 Subdivii4i Mat 46 Va jr4, on 0 LVA L 11M,� DR $0.00, pe Total .141 .00 t d, AM QUA $47 ,00 9"' AL #RAT AND AIR Ilt NEW Rmal VIA,ICAT 10 ION 'N PVRXIT $47 .00 CITY -OF -DRIVE qxp CT PEZ $0 r 00 2 '91ACIR FORMA 33 s to 00 RADON 'cAls'' Jl- Nl�MI r 'T� r "CAPITAL 11000�Vg. to ,,Ad, ress. 514' .00 TAP _,r ��fl ON, o o CRO%-�l c Li CA T pe: 0 C' W, IMPACT Fzz to .00 1 SCHAROZIP/ATL BC41J R CONST Al CHAR(;Lp 00 -7" m�.0 volms AND'FOOTINQS t" PE#;qjjE OOU ST 91E 1"SPECP�'E* PE MIT VOID SIX M014THS A FTER VATS OF I SUE 'D Dr M THIS WORK MUST NOT BE P r MATERIAL-K, BISH AND DEBRIS F RO BY �A ��EDJN PUBLIC ^cE,AND.MU-ST'BE �RACTOR,OR OWNER 'D UP,AN 'EITHER C'.ONT C r il 10,0000,"Y-WiT THE ME HANIC*$ ;,LlE,4,� L4W ORPAYING TWICE FOR THE 13 NO IMO A tua PEr fM CH ARI:PART Of T ADING11 AP N$W�i 101�,�w. PROVIEDrf HIS PERMIT, F APP RE\=ATION FOR 00 147711 $47.. A Acpt I wl , DE RTMENT OA Z'J'' U Okllll�-,A 01- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC EJEACH ATLANTIC UCAC14.FLORIDA 3ZX33 APPLICATION FOR MECHANICAL- PERMIT C�L�-,N NumBErt' IMPORTANT—Applicant to complete all items in sections 1, 11,111, and IV, StrootAll4ross: 15,X5 LINKSIDE DRIVE LOCATION OF A Ti,ANTTC BT.Vn And qT?MTN0j'F ROAD__ BUILDING SELVA LINKSIDE. �OT# 9.0 11. IDENTIFICATION To be completed by all applicants In co-s;do,ot;o^ of potm;t 96on (ot do;Aq the work as described in the abcvo stale-itm-t'hoteby 49,44 to ;0C-S44-o-% .;tk the Olochpd plans end zpa6fical;ooi h;ch a,* a pool hotool and ;n acco,dopcs �;I� the C;1v of J,ciso.0's o,cf;-a,ces &-j of 90040 pfactice listed tho,*;A. Contractors MANDARIN HEATING & AI CACA12623 Home of heowety Owner CENTEX HOMES tlz�zof ehoal Ago.# ,*at or Ill. GENERAL INFORMATION A. 7 of Is"'89 fuel. Is OTHIER CONSTRUCTION 1111EING 00049 11t S Electric TWIS 111,111.01140 On SITE I 0 6*6 Notwrol [3 Control Utility if Yes,olve Nut4stER of CONSTRUCT10" 0 04 0 oth- —Specify IV. UlICstAN"EQUIPLOIGHT TO at INSTAUW NATURE OF WORK froon,we com*46&W of compononk on back of this(Omni Residential or Commercial 1� Host 0 Space 0 Recessed 91-Control PON V-Nsw Building Id Air Coallotioaimis 0 11" C6011,61 0 Existing Build4ng lsllol"L_f�& & FTj6Qj__L &11'2 It 0 Replacement of existing system mod"awn"Jows ty �1200 ;�P Now Installation(No system previously installed) P Extension or add-on to existing system 0 C90169 towoo: capacity I-p^ 0 Other—specify (3 Roo Voi%Uon: Number of Is" C Ehrvot000 C3 lulaahk 0 THIS StPACs Fog OFFICS VS&(>NLy 0 6#14"pumps (nurnb*,) (3 TsA&._(avmbaoj Remarks 0 Ljwr 0 Uefirod Promote v"m 0 solls" ?ormh Approved b Do C) Color—Spoc* Permit Fee LJ6T ALL EQUIPMENT AM CONDITION= AND REFRIGERATION EQUIPMENT Numba Units CA=ty A, rovtmg Description U0441 Number X"uttiewny ) = _*2 _-GOND TWKU-3 U IJ.L HFAT'ING t FURNACES.SOILERS,FIREPLACES Captselty Approvtmg Number units thiecrIpUess Me&)Number (Irm) A$-,LT __J AHIJ TWV036- TRAN-Z 3 G-5 KW_=— TANXS jlsow M"y X=C&P&dtY 7-y"Ilquid Name od Serial A P --Contained No. Xrg ncy n'D OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE 11A_�' ta tol'z "p1r, - /- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted z-it'6 "'s /jor lt_�L,�/ 4-71 19 at�?C'olun $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUM13ING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BL:D p.m. Monday through Friday. <0 PG CITY OF t 4&o4a ReacA-14 Office of Building Official REOUEST FOR INSPECTION Date— Permit No. 11276 Time KM. Received RM. Job Address —�Localjity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing ILI Fooling E, Rough Wiring 0 Rough Air Cond.& C Re Roofing 0 Slab Ell Temp Pole 0 Top Out 01 Heating Insulation D Lintel El Final D Sewer 0 Fire Place 13 Pre Fab READY FOR INSPECTION A.M. y Mon. Tues. Wed. Thurs. oFridday A,M, —PM, Inspection Made Final Inspection 0 Inspector Certificate of Occupancy C, Date j OF Office of Building Offici I REQUEST FOR INSPE N )ate Permit No. -ime kM, �eceive 1:557 P.M. Job Address Locality )Wner's -lame Contractor 3UILDING CONCRETE ELECTRICAL P MBING MECHANICAL rarning Footing Rough Wiring E, Rough Air Cond. & X N �J,ty ��PMBIN�G ';e Roofing Slab 7� Temp Pole Top Out D Heating isulatior, 17 Lintel Final Sewer El Fire Place re Fab READY FOR INSPECTIO Ion. Tues Thurs. Fricla A M. .M. ispection Made Final Inspection P Certificate of Occupancy F Date — I OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE ds-RAT T�// Ale- 1-111-19jal THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE 00' It is unlawful for any Carpenter, Cafi/tractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ITz s- g, Date Heated Square Footage 16 (7 @ $ STOO per sq ft = $ 90-,5- Garage/shed @ $ per sq ft = $ -71 t Carport/Porch @ $ -q 06 p e r s q f = Deck @ $ per sq ft = Patio @ $ per sq ft = $ TOTAL VALUATION : $/00�) $ Total Valuation 1st $ /00,000 ,�2- -3 - - X $ Remaining Value $ 6 per thousand or portion thereof TOTAL BUILDING FEE $ 7G 3 , + 1/2 Filing Fee $ (C) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ S-0�OZ WATER METER/TAP $ . xf-,06 CAPITAL IMPROVEMENT $ Too SEWER TAP $ (16q-A RADON (HRS) .0050 $ I-q3 SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE . 0050 $ 6-5'� P--2- OTHER $ GRAND TOTAL DUE $ � Y 3�, ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing Electric/New Electric/Temp_;SwimmingPool Septic Tank_ Well Sign Finish Floor Elevation Survey ; Other- CALCULATIONS and/or NOTES: DEPARTMENT OF CITY OF ATLANTIC BEACH PERMIT I'llr0m" TION ------ -------- LOCAtION JNPOR 614 150, , LINKSIVE i�,ii i Numbe r 111270 Addrets.. A ATLANTIC 11ACH *LO,Ikl,D il, �'of Work: ' NEW c I as 698CROIrr, 'V� FRM49 Lot ,, brk: S* st r, Typ6� 460 Bl' ctipn:, _ TJ FAMILY , Townshipt raposed se,i 'SINOLE, V, ngs 1 : code* , 0 ' Subdivision: SELVA LINKSIDE, ed Value: $0400 Cost., $0 .00 Total F $57 -00 " $57 .00 Amo wi Da 14SI NGAN NEW HOME D_ TON -"PLICATION FEES $57 . of 00 i r G,7; PER14 I T wx k IAPA t $0,00 Ad ', ID'z DRIVE rp. CT FEE, L $0 IV CWf F ORID 0 A AV 'R.S� , $0 .00 , RADON: OAS, -H, RADON: CIA$, 5t� FORM ON 0.00 DO �PLUMBI ('AF,ITAL $0.00 4A 'S0 .00 'JAC I UX 'FLA. 32210 ' CROSS CONNECTION. 4 crC 41 Ty�e SEC H IMPACT FEE CONST�,SV#CHAROX 00 , 6 IN, pem R NOTICIE-ALL CONCRETE FORMS AND F00TINQS MUST,a 6,Papo E POURING 'PERMIT'VOID SIX MONTHS AFTER DATE OF ISSVE MATE IIAL U11 DiN JgSI$K ANQ�DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE S IL G C, 'EITHER CONTRACTOR OR OWNER D. AY BY LEARt6UPAN0'+4AULt AW "S L11 CAU 40SULTAN .-. W,LA AW, 01 VITH THE MECHANIC 4 IE TO c�,oiMpu ILD-INQ 11, 41, m �JWPAOPEATYOWN" NG OATHE U1 ApAdVE , TWICE F 13 &TS0 ISSUED,ACCORPNOITO. A00ROVED,PLANS,WHICH ARE PART OFTHIS PERMIT AND SU0JECTTT0 REVOCATION V �CA OFAPPLI 19LERROVIMNS OF LAW. 1.4 A �A AACH-BUILDING DEPARTMENT Ax., �wO �'-O 414 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: �R PLUMBING CONTRACTORc AND ADDRESS: TELEPHONE NUMBER: 2n4 10 STATE LICENSE NO: C f' CAT9 19 4 TYPE OF BUILDING: (R(,:,) TYPE OF WORK: arn(b) �y4 HOW MANY Or THE FOLLOWING K-ly�URZ3 INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS —BATH TUBS DISHWASHERS ---.LURINALS —DISPOSALS CLOSETS FASHING MACHINE —FLOOR DRAINS SHOWER PANS OTHZR__ Q x $3.50 + $15.00 r7 TOTAL FIXTURE COUNT: ---------------------------------------------------------------- INSTALLATION OF PLU14BING AND FIXTURRS 14UST BE IN ACCORDANCE WITH THE MOST RECENT EDITION�Or THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826 ENfbFIS DEPAMM UIL IT I YOF Wv zo ICBE 100H L06AT ION Xe"O TION rm LIUSIDS DRIVr- Pe it ft� er: 111, Address 1505 N L kTL"T,TC - 3 lermit Type*, BU I UDI 'BEACH r OR I OT ts"L CR 1014 -tot str Type WOOD ck con PRAME, RNI* oe T Wrnijbi V Propo od Use: SOME rAMILY 0 ion: $ZLV'A NK," I DE Al, S in gs Cod" 0 R'Str Atate 00 i d V*lue t $0 00 Imp rov Coo, R Total T005 $2835.08 $2035 08 2/ 11 1), 19 USPI lf47' D HOME PER P ION VPI,1ACATION 12198 t,6 9 �50 T)kTE -CITTOF lb, "IT , .4, 00_ TZR IMPACf,f'ZE T DRIVE SOUTH WA Ad FLOR I DA, PA( p ? SrArj I'M �RADDff OAS-H�,R-S'.1 N 'Cat 6% RAW 4 NTQ ON CAP I T*%L:,I MPtOVE STAT whe evu tin ........... ILL8,7 PL 32216 tyoe, 5,,3 4 54 to R" WUNWAI I 4 17 7.7 �$4' Qj(' 4,�I T17,;l NOTI AU'AbORC IspElc CE RM FORMS ANI)FOMNG&MUST'Be 0 'PE RMIT VOID SIX MONTHS AFTER DATE U �,J 0 -�EBRISf TI S WOR MU OWf F Z 4ERr '41 k t �&HER CONTRACTOR OR HAULED AVWe IVP AND` AW,CAN RESULT. Y A 0,C0 PL IT S L IET PAYI NGTWICEFORTW," r "A �APPR`O�E' DPLANS WHICH ARE PART OF T,-0 X RDIW THIS PesMI-.;AND`SUBJECT OF APPu' le-SIONS OF,LAW., CAOIIL�ti PAW, S 9 11*64 3 7�' EACH _SUILD I`NG,b5,FA.f;WNT 001 00 P 77t 7 OF ?ROPE:RTY v� -0� Eearh 71GOCEAN BOULEVARD .at Is---20--Blcck 8--—----Section P.O.BOX 26 ItTLANTIC BEACH.FLORMA 32233 0112 Will TELEPHONE 0�041 24SL2J95 ;ubdivisvi ;treet Rome DESCRIPTION OF WORK tr Addreeas-_/,,5 ------- If in a FLOOD HAZARD *load Zones____7x-------area complete page 3, Brief Deocriptlons -e Cleats of Works (Nvw/Rewodol/Addition)-J�Ini)------- :ONING INFORMATION Type of Conntructiont,$ i e-�3�1�2L V :oning ropossod Ewtimated Vilue 0- -------- :xceptiona or Materials I ------- arioncon Granted* Solid or Filled j Grounds owNER xNroRftATIOH Nothod of Meetings -----— Property Owner ------ ---------- Phone$ "ailing Address— S6 n L)i Z L p I CONTRACTOR INFORMATION Phone$ Contractors---- e 0 ------ Nailing Addreass zips-3 Expirotlo Licanne, Number t ---------—--------- Do tot ------ x n"way cnrzry yvAT z ItAft OW40 400 CKAOINCO THS41 4PrLXCATIO" AND KNOW TUC XA"C TO &C TRUIC AND CORMCCT. ALL pssDyggjCW$ or TUk LAWIJ AND ORDIVAUCC9 WVCjtUjYO 71419 Type Op WORK WILL IC CMUDLICO, WIM VOCTUM ssre=rjest U91MIN OR NOT. TNC OXANTINO Op A rCOMIT DOCS NOT P*C2Ur1C TO OXV6 AUTHORITY TO VZOLATIC ON CAUCCL TUC PROVISSOU11 Or AUV MOCRAL, srATC OX LOCAL RULM COU"11014 . ONDSMAWJ36 an LAWS SH Aftj HAUNCH. XUCLUOING TUC o0vapul"O Or COOSTRUCTfolf am role 2 UNDCROTA"o THAT VUC JSSUAUCC Or T141% PEORMT 12 e rC*fO*MAUCC OF COUSTRUCT2010 CUP THe PROJeCT. C TjoaCHr UrOj# TUIC ASOVC TWORHATION BEING TMC AND CONRCCT AND THAT TUC r"X9 AND SUPPORTIPC cm 09 PROVIDCD AN COUIMM DATA HAVC &CCH OR SNAM Ovner Signature 2- Contractor iilgnaturo 17, FLA300PL-AXU DEVELOPMENT XUFORMATXON A Type ol Developments----- -P-L I)--------------------------------- Flood Zones Required Lowont Flo-or Elevations_ If building I& located w1thin a flood hazard zone, a survoi must be made AFTER THE SLAB RAS BEEN POURED, cortIfying that the LOWEST FLOOR ELEVATIOU In equal to or above the base flood elevation established fcw that mone. No final Inapectlon will be oade and no cart"-1cate of occupancy will be Issued untIl the survey Is on -Xiie with the Building Department. COMMENTS% Applicant Acknovladgwoonts I understand that the Issuance of thiss permit In omt1nigent upon the - above Inlormatlon being correct and that the plans and wupptuting date have been or shall be provided an required* X agree to comply vIth all applicable provIssions of Chrd:Ln4kncwr Moe 25-7-11 and all other love or ordinencess affecting the proposed development. Date_____ ApplIcant's Signature-------------------------- -------------1------------------------------ Department Uwe R-4quired Lovent Floor Elevation ----------- Act Built Lovent Floor Elevation ---------------- Survey Filed with Building Department ----------- ------------------------- Building Department Repr-awantatIve page 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) ( Z, L"WATER CLOSET _j_WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) —URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) __j_lAVATORY (1) t 'COMBINATION SINK AND TRAY (3) __LWASHING MACHINE (3) '3 POT, SCULLERY SINK (4) DISHWASHER (2) 'WASH SINK EACH SET OF FAUCETS (2) C) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCIM SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) 7 GRINDER (3) 'BIDET ___4_YRINAL STALL, WASHOUT (4) nusatwo aim SINK (a) COMBINATION SINK AND TRAY WITH ---"—FOOD DISPOS. (4) __tRINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) __�ILOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) __�_IHOP (2) Q�N LAVATORY. SURGEONS (2) ____L_SURGEONS SINK (3) __lj_jACUZZl (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 0 $20.00 EACH $ C) JOB INFORMATION r Aj c4(,� C7 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 90 SL 2 BUILDER: CENTEX AND ADDRESS: 1585 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANT BEA ZONE: 11_1 21_1 3 OWNER: CENTEX PERMIT NO. iilif JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 170.00Bqft b. Tint, film or solar screen 8b. O.Osqft O.00Bqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sqft b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sqft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sqft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: JAC& compliance in accordance with Section DATE: -J.�-W-9 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1z-2- - ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.4 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. * . * . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. * . . . . . . . . . . . . . * . . . . . . 10.0 Ix-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . 0*00 1 --------------------- 1 0.40 0.80 Solar EF. . . * . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . 0 . 0 . 9 . . . . * . . . 0 . . . . . . . . . . 00 . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address:_64-_j.(j -br Builder Signature: (Ia'tgso� Date: 0--IV-9Y City/zip Florida EiKergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 90 SL 2 BUILDER: CENTEX AND ADDRESS: 1585 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 170.00Bqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) lOa-2 R=11.00, 995.00sqft_ b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sqft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30. 00 , 1658.00sqft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling System 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (Must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: /'*.�_/V_�_�' 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 90 SL 2 BUILDER: CENTEX AND ADDRESS: 1585 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACHr FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass Ba. O.Osqft 170 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00Bqft_ b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sqft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sqft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13 . Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: / -'7 J- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNERAGENT: BUILDING OFFICIAL: DATE: DATE: IZ;2 -.4 SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- N 92.00 65.8 6053.6 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 20.0 38.3 .94 720.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18 .0 38.3 .94 648.0 S 24 .00 65 .8 1579 .2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54 .00 65.8 3553.2 DBL CLR W 15 .0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12.0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLA!SS GLASS AREA AREA FACTOR POINTS POINTS I POINTS --------------------------------------------------------------- ------------- . 15 1,647 .00 170.00 1.453 11r186.00 16r255.89 1 8,846.60 --------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137.9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45 . 1 Adj Wood 18.8 2.40 45. 1 CEILINGS------------- UA 1507.0 .6 904.2 Under Attic 30.0 1493 .0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253 .0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25,289 .71 18,015.22 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289.71 .37 9,357 . 19 1 18,015.22 1.00 1. 100 .340 .860 5,794.42 --------------- WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- N 92.00 -10.6 -975.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 20.0 7 .3 1.09 159. 1 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654.3 W 54 .00 -10.6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 ----------------------------- ------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1,647 .00 170.00 1.453 -1,802.00 -2,618.73 -344.57 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------- -------------------------------------------------- WALLS---------------- Ext 995.0 2.2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1.2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177.2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16,254 .27 21,793.33 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254.27 .55 8,939.85 1 21,793.33 1.00 1. 100 .500 1.000 11,986.33 --------------- WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------- ---------------------------------------- 9357 .2 8939.8 11409.0 29,706.04 5794.4 11986.3 11159.0 28,939.75 EPI 97 .42 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . * . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R 0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . * . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . oe I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . 00 . . . . . . . . . . . . 00 . 0 . 0000 . . . . 0 I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Odty-�'&'e'o Date: city/zip 3;?-2/ i� Florida E#ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) -----------n--------------------------------------------------------------------- NAME :90 SL 2 ADDRESS : 1585 LINKSIDE DR CITY :ATLANTIC BEACH OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62.3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR : 4960 33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761:96 SENS. + 20% OVERSIZE: 24883.61 ----------------------------- --- ----------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- L 0 A D C A L C U L A T 1 0 N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr DrapeB/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 West Double Clr Drapes/Blinds 1 12 .00 348 .00 552.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18 .00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm 28.5 x 170.00 4845.00 Infiltration : Summer Htm 6.92 x 170.00 1176.4.00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732.40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582.00 2487.50 Wood Stud - Adj . 11 197 .00 709.20 334.90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28.5 x 39.80 1134 .3 Infiltration :Summer Htm( 6.92 x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 1923 .36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214.50 264.00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- IN NAN CIA%.PRINTP,*0>~ Bodice of commenceflient (PREPAM9 IN OUPLICATK) To whom'It may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOT= Or COb=XCEMENT. Description of property _AL ------------------------- ----------------------------------------------- --—-----—----�r- -- e r, According to plat thereof recorded in plat book 417 pages-i��. _j;;7 ----------�'d-----F-------- -------------------------------- current Eic reco s o Duval County Florida General description of improvements ---------------------------------------------------------------------- Construction of Single Family Residence with Garage on concrete slab --------—------—----- ---1------------------------------------------------------ Centex Real Estate Corporation Owner ------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's Interest In site of the improvement ------------------------ --------------------------------------- roe Simple Title holder (if other than owner)- --------------------------------------------------------------- Name ------------------------------------------------------------------------------------------------------- Address ...m—-------------------------------------------------------------------------------------------- shme as owner Contractor --- -------------------------------------------------------------------------------------------- Address -------------------------------------------------------------------------------------------------- Surety (if any) ------------------------------------------------------------------------------------------- Ad&ess -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvemen.ts, Name ----------------------------------------------------------------------------------------------------- Address -----------------------------------------:------------------------ ------------------------------- Name of pmon within the State of Florida, other than himself, designated by owner upon whom notices or otber documents MAY be Rived: Name -IL�L�?2.21itah Title, & G an 1141__ __ty__aQ------------------------------------------------ 6620 Southpoint Dr Suite 400 Jacksonville , Florida 32216 Address ------------------------------------------------------------------------------------------------- in addition to himself, owner designates the following person to receive a copy of the Lienor's Notica as provided in Section 713.08 [2] [b), Florlde, Statutes. (Fill in at Owner's option), I Name ----------------------------------—---------------------------------------------------------------- Address -------------:----------------------------------------P------------------------------------------- auou e , I I T ru ru :zV ull ----------- Ilk APPROVED CITY OF ATONTIC OFACH BUILDING OFFICE EC 91%5 172 I, I Job: (5-3698) LOT 90-2 / TI 21 '0 HIP 7 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_ TOP CHORD 2x4 SO 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 801 CHORD 2x4 SP #2 N UPLIFT (LBI: 950 940 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) - DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS W=Gravity (-)=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Xxx UPLIFT xxx i *mm HANGER *** H5 . -4550(jacks Only) I HUS26 + 27510 -12860(100 1ply) MTS12 - -1000# 1 HUS26 + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) 1100I)l HHUS48 + 51800 -20000(16d 2ply) MTT28B = -44550(2 Each) (16a)l HGUS48 + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 + 80000 -2650#06d 2ply) C8150 = -1650#(Each) I HGUS5.5- +113350 -39450(16d 3p I y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2 1 7 7 7 ZiAO 1 .5X3 08 T 1 .5X3 1.5X3 6 4X5 (A2) 4X5(A2) 3X4 TX_5 3X7 3 X>4 21 ' �_2' 21 ' F 2 7' 7' 7' R=2105# W=3"8 578# 578# R=2105# W=3"8 TAG T72 SEQ: 68524 PLT. TYP.-ALPINE DESIGN CRIT=TPI QT1_ L-_I -TOTAL = I REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRONUM. INC' TRUSSES RE4UIRE EXTAENE CARE 12/05M TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE IFOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, CIA ANY BRACING. SEE HIO-91 BY TP;. SEE THIS DESIGN SIGN us TC OL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaS 13Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACI14G RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIA QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG EA I AU SEE ...I:. I.I A446 GR 6 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 4RACEU WITH PROPER z 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEAI�IKG. BOTTOM CHORD x BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, ISO G 16GA-F DESIGN STANDARDS WITH PPA)PERLY ATTACHED RIGID CEILING -- SEE CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI� AN ENGINEER S ALPINE TECHNICAL UPDATE 17/1/9t) FOR STATE OF ITOT.L.D. 47 .0 PSFIO/A LEN. 21-0-0 PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IDUR.FAC. 1 .33 F IN ONLY, AND SHALL N13T BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTO Ic;PACTN(-, qFF ARnVF IT,,nr h i rl 9 L ATI 1.1TI111T1 NO�_-11141 NATTnNA1 rPqlrN 9PFF'TrTrATTnN r'Q W"'r—Ir Ob7 (5-3698) LOT 90-2 / T2 21*0 HIP 9 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SID #2 N UPLIFT (LB): 570 570 WEBS 2x4 SP 03 BRG-LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- x** UPLIFT N*x I *** HANGER m** H5 - -455:(Jacks Only) HUS26 + 2751# -12861110d 1ply) MTS12 - -1000 HUS26 + 3315# -1 16d 1ply) MTS12 - -2000#(2 Each) HHUS48 + 42990 -166OO(IOd 2ply) MTT288 - -3786#(2 Each) (10d)l HHUS48 + 51800 -20000(160 2ply) MTT288 = -44550 12 Each) (16d)l HGUS48 + 6640# -21990(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 + 80000 -26500(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +113350 -3945#(16d 3ply) -- ------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' 3' —9 4X 4X5 (R) I .5X3 1 .5X3 0 6 F7 3X4 (At) 3X4 (A I) 5X4 3X7 --"Tr 21 �_2' J - 21 R=1140# W=3"B R=1140# W=3"B TAG T73 SEQ: 68526 PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY_ --A TOTAL = I REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PADOWTS. INC, TRUSSES REOUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF XXIMPORTANT*x SHALL NOT BE RESPONSIBLE W ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY 1PI. SEE THIS DESIGN % TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OsTae BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED. Top BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PHOPER 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0 -0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 & 260A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -_ SEE STATE OF �.Ell IS CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 "OR PROPE Cos TO .LD. 47 .0 PSF .O/A LEN. 21 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF T is 0 R110 'F UR IN ONLY, AND S�IALL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION CONTAACTOA. E !,I , T.1 �'11, 'r N"' - 1�1 "--,T'- jqp A r T�tr P4 0 nq ob7 (5-3698) LOT 90-2 T3 21'0 LITE ATTIC THIS DWG. PREPARED F20M COMPUTER-INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BUT CHORD 2x5 SP 01 UPLIFT (LB): 680 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- RECOMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity H=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT *** I WNW HANGER N*K H5 . -455#(JaCkS Only) I HUS26 - + 2751# -12860(10ij 1ply) SPECIAL LOADS MTS12 = -1000# 1 HUS26 - + 33150 -15500(16d 1p I V) -------------------------------------------------- MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5t80# -20000(16d 2ply) 8C - From 20 PLF at 0.00 to 20 PLF at 5.67 MTT28B = -44550(2 Each) (1601 HGuS48 - + 6640# -21990(100 2p]y) B - From 100 PLF at 5.67 to 100 PLF at 15.33 MST60 - -46BB#(Per 2ply) I HGUS48 - + BOOON -2650#(160 2p I y) C I BC From 20 PLF at 15.33 to 20 PLF at 21.00 CS150__=_-1650#(EaCh) I HGUS5.5- +113350 -3945#(16d 3p y) ----- - ------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10 6 10 '6" 4X5(R) 1 .5X3 1 6 F,;- 3X5 (Al) 3X5(Al) M - 3X6 5X6 3X6 21 ' 2' 21 ' 2' F R=1526# W=3"B R=1526# W=3"B TAG T74 SEQ: 85894 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY, 5 TOTAL = 5 REV. 17.2m SCALE =0.2500 *ALPINE ENGINEERED PROMACTS. INC� TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF XIMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ,%1i, , DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 By IPI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST813 BY TPI� FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 2'_0_0 R D lot E EVF� BC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD LL 0.0 PSF THB CONNECTORS PER DRAWINGS 130. 150 1, 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICAaLE PROVISIONS Of NOS& TPI, AN ENGINEER S ALPINE TECHNICAL UPDATE 17/1/911 FOR PF40PER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 1 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION CONTRACTOR FAC. 1 .33 'PA(-.TN(-, (-nrnn Job: (5-3698) LOT 90-2 / T4 21'0 LITE ATTIC THIS DWG. 'PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x5 SP 01 UPLIFT (LB): 680 520 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - tOO.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- RECOMENDED CAMBER 112' AT MIDSPAN BETWEEN BEARINGS. TYPICAL SIMPSON OR EOUAL UPLIFTMANGEA REGUIREMENTS (+)-Gravity H=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Tim* UPLIFT *** I *** HANGER ux* H5 -455#(Jacks Only) HUS26 + 27510 -1286#(10d 1ply) SPECIAL LOADS MTS12 -1000# i HUS26 + 33150 -15500(16d 1ply) -------------------------------------------------- MTS12 -20000(2 Each) I HHUS48 + 42990 -1660#(IOd 2ply) TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTT288 -37860(2 Each) (100)1 HHUS48 + 518OP -20000(16d 2ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTT28B -4455#(2 Each) (16d)l HGUS48 + 6640# -2199#(IOU 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MST60 -4688#(Per 2ply) HGUS48 + 8000# -26500060 2ply) BC - From 20 PLF at 15.33 to 20 PLF at 21.00 CSt50 -16500(Each) ! HGUS5.5: +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10 6 10'6" 4X5 (R) 1.5X3 .5X3 Ei Ln 3X5(A 1) 3X5(A 1) 4X4 5Xb 3X6 M 21 �2' 21 R=1536# W=3"8 R=1364# W=3"8 TAG T75 SEQ: 85891 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY, - 4 TOTAL = 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCT& INC, TRUSSES AEGUIRE EXTAEME CARE 12/05/95 TC LL 30 .0 PSF REF X*IMPORTANTXX SHALL NOT BE RESPONSIBLE FIN A.1 WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD Tit TRUSS IN CONFORMANCE WITH QSTBO BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TC DL 7 .0 PSF DATE 12/05/95 ALPINE CONNECTOR$ ARE MADE OF 20GA GALV STEEL MEETING ASFM QUIRLMENTS. UNLESS OTHERWISE INDICATED. TOP Z'I BC DL 10 .0 PSF DRWG A446 GH 0 EXCLPI AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 8HACEU WITH PROPER Z — 5606 TRUSS AND UNWESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF THB CO"ECTORS PER DRAWINGS 130. 150 & 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF CONFORM W/APPLICASLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/91) FOR PROPE, q TOT.LD. 47.0 PSF O/A LEN. 21-0-0 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI tORID IN ONLY, AND SHALL NOT BE REL IEO UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR DUR.FAC. 1 .33 _T111 - t.."';P,All iqqi,"j!nN,i. nF��LFN�.�PFrTFTCAITPN FnP Anrl' 9PA( TN(', P4 0" rnmn ob: (5-3698) LOT 90-2 / T5 20-8-8 HIP 10'4 SR THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 450 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.45 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift ------------------- ------------------------------------------- mwm UPLIFT *xm I *xx HANGER **K H5 -455#(JaCkS Only) I HUS26 + 2751P -12860(10d 1ply) MTS12 -1000# 1 HUS26 + 3315 1550#06d 1ply) MTSt2 -2000#(2 Each) I HHUS48 + 4299: 1660000d 2ply) MTT28B -37860(2 Each) (10d)l HHUS48 + 5180# -2000#06d 2ply) MTT288 -4455#(2 Each) (160H HGUS48 + 66400 -2199#(IOcJ 2ply) MST60 -4688#(Per 2ply) I HGUS48 + 80000 -2650#(16d 2ply) CS150 -i650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 949.47 LBS. co 10 4 a 4 ;0 -IAU I.5X3 5X5 1 .5X3 LD 6 If) 3X4 (At) 1:;;nX 3X4 'C'� 3X4 3X3 2 20 1 8..8 R=l15O# W=3"8 R=949# W=3" TAG T4 SEG: 71070 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF XIMPORTANT)(*SHALL NOT BE RESPONSIBLE FM ANY WARNING IN HANDLING. ERECTION AND RE No DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H10-91 BY TPI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILU THE TRUSS IN CONFORMANCE WITH GST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE ACE OF 20GA GALV STEEL MEETING ASIR QUIREMENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG E. EE IE 8 Ell 0 Rio t INEE95 A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNIESS OTtiLRWISE LDCAILU ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. ibO & 1bOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE CONFORM W/APPLLCABLE PROVISIONS OF NOS& TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 1711191) FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN. 20-8-8 S IN ONLY, AND S�O,LL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACIFOATHlS EAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY 0 FAC. 1 .33 N11 - 121, N-m-, �PTl Tr-T-... jc;PA(.TN(, d 4 0 1 r�npr I- I int): (5-3698) LOT 90-2 / T6 20-11-8 HIP 12'4 SR THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. f0_P CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 460 WEBS 2x4 SP 03 BRG.LOC (FT)! 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING ISOC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift ------------------- ---------------------------------------- *K* UPLIFT N*x I *x* HANGER *** H5 . -455:(Jacks Only) HUS26 + 2751: -12860(10d 1ply) MTS12 - -1000 HUS26 + 3315 -15500(16d 1ply) MTSt2 - -20000(2 Each) HHUS48 + 42990 -16600(100 2p I Y) MTT2BB - -3786:(2 Each) RHUS48 + 51800 -20000(160 2ply) ) 1100) MTT268 = -4455 2 Each 16d)I HGUS48 + 66400 -21990(100 2ply) MST60 - -4688:((Per 2ply) I HGUS48 + 80000 -26500((16d 2ply)l CS150 - -1650 Each) I HGUS5.5- +113350 -3945# 16d 3ply ------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 949.47 LBS. 12.41, 4-8" w1a 3-8-8 4X5 (R X5 X2 3X4 T to 6 to 3X4 (A I) I 5X—S— 3'X4 3X7 w 3X3 2' 20 '8"B R=1150# W=3"B R=949# W=3" TAG T13 SEQ: 7106B PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY, TOTAL = I REV. 17.2m SCALE =0.2500 XX ALPINE ENGINEERED PROOK7S. INC TRUSSES REOUIAE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF x*IMPORTANT SHALL NOT BE RESPONSIBLE F40R ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. 014 ANY BRACING. SEE HIB-9t BY TPI. SEE THIS DESIGN 11 DL 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TC 7 .0 PSF DATE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DAWG �F�R OR P UPE C Y OF THIS .N ACTOR ,e1N E E6�1c',9' A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 7: TRUSS AND UNL ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 250 & t6OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE I CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPE STATE OF z TOT.LD. 47 .0 PSF O/A LEN, 20-8-8 0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE D14YWALL APPLICATION FURNISH A COPY OF THIS 10 OUR.FAC. 1 .33 IN ONL Y. AND StIALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR :tr w c T�I IF TISTIT�11r. N11 - lQqj NATini nrtr,� SPArTllff. P4 ;npr - ob: (5-3698) LOT 90-2 / T7 20-11-8 HIP 14*4 SR THIS DWG. PREPARED FROM COMPUTER-INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 450 WEBS 2x4 SP #3 BRG.LOC (FT): 0-00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SOC) . --------------------------------------------------------------- (A) IX4 -T- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS 80 NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY W-Gravity (-)=Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- *xx UPLIFT *mm I *%* HANGER **m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 . -455#(Jacks Only) I HUS26 = + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)l HHUS48 = + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16011 HGUS48 = + 6640# -2199#00d 2ply) MST60 - -4688:(Perh2ply) I HGUS4B = + 8000: -26500((116d 2ply) CS150 = -1650 1Eac ) I HGUS5.5= +11335 -39450 6d 3p y ---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 14 4 5' 11"B "��-�3,X' 4 LID 6 6 (A) to 3X4 (A I) 4 E<ll :� L m 1.bX3 3X4 1 .5X3 20 11 8 2' 20 It 8 R=1162# W=3"B R=961# W=3" TAG T14 SEQ: 68598 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - I TOTAL = I REV. 17.2m SCALE =0.2500 )(ALPINE ENGINEERED PROMCTS. INC TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF x*IMPORTANT* SHA'L NOT BE RESPONSIBLE 180A ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 014 ANY BRACING SEE HIS-9i BY TP1. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFURMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT 13RACING RE Us TC DL 7 .0 PSF DATE 12/05/95 'GN TIE ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM QUIREMENTS UNLESS OTHERWISE INDICATED. TOP 13C OL 10.0 FTSF DRWG T"D ] A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND I"ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF RAG CONNECTORS PIP DRAWINGS 130. 150 & IEGA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- S�EEE A LEN. 20-11-8 CONfOAM W/APPLICABLE PROVISIONS OF NOS & TPI, AN ENGINEER*5 STATE OF z ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ITOT.LD. 47.0 PSF 10/ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS k o RIO JOUR.FAC. I -33 IN ONLY, AND S—LL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE [RUSS ERECTION CONTRACTOR. vp�� "I 1N1,T1Tt11r _�n' - 12ql N�TTnt DF�19;N�ffCIFTCAT FO� W-1 �nIJ-111:-1— 19PACTNG ?4�O T\'-r- q n P r' Job: (5-3698) LOT 90-2 / T8 37-0 TRAY HIP 12'8 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.. TOP CHORD 2x4 SP #2 N :T1 2X4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 730 730 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED ' too 00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- (A) IX4 -I- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY M-Gravity (-)=Uplift ERECTIONCONTRACTOR. --------------------------------------------------------------- *x* UPLIFT Mum I **M HANGER mx* A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 - -455:(Jacks Only) HUS26 + 2751# -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000 HUS26 + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) HHUS48 + 42990 -1660t(10d 2ply) MTT28B - -3786#(2 Each) (1001 HHUS48 + 5180 20000(16d 2ply) MTT28B = -4455#(2 Each) (16a)l HGUS48 + 5640: --2199#(100 2ply) MST60 - -4688#(Per 2ply) HGUS48 8000: -26500(16d 2ply) CS150 - -1650#(Each) i HGUS5.5'= ++11335 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14 8 9 a —12.8 5- 1.5X3 5X 11 .5X3 5X3 x DO 6 (A) 3X6 (A I) 3X6(A I) Z! 3 X L4 I.5_0 3Xb 3X 12 1.5X3 5X8 37' + 37' R=1892# W=3"B R=1892# W=3"B TAG T71 SEQ: 17205 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY�- 1_ TOTAL I REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PAODUCTS, INC TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF *IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ,%%I.", — DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, ON ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM allIREMENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DAWG I t A446 GA 8 EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AMID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD A z BC LL 0.0 PSF LJS CONNECTORS PER DRAWINGS t30. 150 1; 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE OF 47.0 STATE CONFORM W/APPLICA8LE PROVISIONS OF NOS V. TPI� AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/91) FOR PROPER TOT.LD, PSF G/A LEN. 37-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS ORLO' OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT HE RELIED uPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR TPI - TP,�P1 ATF Ta�TlTi;IF Nfj� 1991 NAI� PFCfflr��TV�10P W(,�O C0Nnt1rT1P%' SPACING ?4,0 ITVnF ot): (5-3698) LOT 90-2 / T9 37-0 TRAY HIP 14'8 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. fo-P CHORD 2x4 SP #2 N :T4 2x4 SP 0 1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LBI: 730 720 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED_OR_FULLY_OPEN_BUILOING_ISBC) . -------- -- ----- ---- -------- ------------------------------- (A) JX4 -T- BRACE. SAME GRADE AS WE13 MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY M-Gravity (-)=Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- *xx UPLIFT *xx I xx* HANGER RAN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 . -455:(Jacks Only) HUS26 + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000 HUS26 + 3315# -15500(16d 1ply) MTSt2 - -20000(2 Each) HHUS48 + 42990 -I 6600(10d 2ply) MTT28B = -37860(2 Each) (10d)l HHUS48 + 51800 -2000#(160 2ply) NTT288 = -44550(2 Each) (16d)l HGUS48 + 66400 -2199#(10d 2ply) MST60 - -4688:((Per 2ply) I HGUS48 + 8000# -2650#11 6d 2plyj CS150 - -1650 Each) I HGUS5.5- +113350 -39450(16d 3ply -------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 16 8 �i_5'8" —i � —14 8 1.5X3 3X4 .5X3 3X5 DO i .5X3 A) T4 Co 6 C;-,- 3X6(A I) 9' 3X6(A I) 3X5 wz:� -1-C 3 3X4 3'X6 x 8 2X3 37' + 37' Cu R=iE92# W=3"S R=IB92# W=3"B TAG T70 SEQ: 17207 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY T 4- TOTAL = I --- REV. 17.2m SCALE =0. 1667 **ALPINE ENGINEERED PRODUCM INC TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF XxIMPORTANT SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND Amu DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF OATE 12/05/95 RE E FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH osTaa BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE P ALPINE CONNECTORS ARE MADE OF 20CA GALV STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF 0AWG �GPE R A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0 .0 PSF LJS HURD TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM C 1] SEE PER T IS HIS 0 IDUR.FAC, 1 .33 t IN ONLY, AND SHALL NOT BE RELIE0 UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR CONNECTORS PER DRAWINGS 130. 150& 16OA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF 0 A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS F TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROP SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF T P ATF INSTITOTF No� - iqgt N�AjTnN�i n.�rN�.?FrTIT-ATIr-4 F�� W---C- ISPArTNG P4 n ITrr snpr ob: (5-3698) LOT 90-2 / TIO 37-0 TRAY HIP 16-8 THIS OWG. PREPARED FROM 4SIONSLSUBMITTED BY TRUSS MFR.. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 730 720 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED_DR_FULLY OPEN BUILOING (SBC) . -------- -- --------------------------------------------------- (A) IX4 -T- BRACE. SAKE GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY W-Gravity (-)-Uplift ERECTIONCONTRACTOR. --------------------------------------------------------------- xxx UPLIFT *** 1 *9* HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. H5 -455#(JaCks Only) I HUS26 + 27510 -1286#(10d Jply) MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. MTS12 -1000# 1 HUS26 + 3315# -15500(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 + 4299# -1660#(10d 2ply) MTT28B -3786#(2 Each) (100)1 HHUS48 + 5180# -2000#116d 2ply) MIT280 -4455#(2 Each) (16d)l HGUS48 + 66400 -21990(10cj 2ply) MST60 -4688:(,Per 2ply) I HGUS48 + 80000 -26500(160 2ply) CS150 -1650 Each) I HGUS5.5: +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS IS 8 16.8 5X5 5X5 3X4 3X4 3X5 3X5 OD 1 .5X3 0) 1 .5X3 (A) 3X6 (A I) 3X6(Afl 3X4 3 3X4 3Xb 3) 5xg 1 .5X3 37' Bu 20 4 16 0 8 37' R=1892# W=Y8 R=1892# W=Y8 TAG T69 SEQ: 17212 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY � I TOTAL I REV. 17.2m SCALE =0. 1667 NGI.EERED PRDOUtm INC. TRUSSES REOUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF -XIMPORTANTMN S'H'AL'NE E E RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND L NOT 8 W DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 t FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI FGA ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTOR$ ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTEO� APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606 T I : BC .0 PSF RUSS AND UNLESS OT��RWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD LL 0 LJS CONNECTORS PER DRAWINGS 130. J50 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STAT OF TOT.LD. 47 .0 PSF ,O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS GF NOS& IPI AN ENGINEER S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER HIS SEAL ON THIS DRAWING APPLIES TO T1lE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN ID ]HE TRUSS ERECTION CONTRACTOR I OUR.F AC. T P I - T nt P1 IT l' T%�I I T I�F_ _,N.19 � L99 n,l; �FrTIT-TTP, F- .111 r'-T.11111 ISPACTNG P4 0 IT111 Fnf-C .1 NlTmN�, _lcN ob: (5-369B) LOT 90-2 / T11 37-0 TRAY COMMON THIS OW JT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 960 950 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED-OR-FULLY-OPEN-BUILDING_(SBC) -------------------------- -------- -- ----- ---- -------- ------ (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIAEMENTS Bd NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- mx* UPLIFT *** I %*M HANGER *mx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 - -455#(Jacks Only) I HUS26 + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 + 33150 -15500(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 + 4299# -16600(10d 2ply) MTT28B = -3786#(2 Each) (10d)l HHUS48 + 5180f -20000(16d 2ply) MTT28B = -44550(2 Each) (16d)l HGUS48 + 66401 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 80000 -26500(16d 2ply) CS150 = -1650#(Eac h) i HGUS5.5'= ++11335# -39450(16d 3ply) -- - ---------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19 6 17.6 5X5 3X4 3X4 (r) 3X5 _4 3X5 A) (A) 1 .5X3 0 3X 6 F;- T IT 3X6 (A 1) 9' 3X6 (A I) 3X4 --l-C 3 1 .5X3 3X6 bXY 5X9 1 .5X3i .5X3 37' 1&5X3 19 7 12 16 0 8 + 37' R=1892# W=3"8 R=1892# W=3"B TAG T68 SEQ: 16702 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY TOTAL = I REV. 17.2m SCALE =0. 1667 )(ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF *IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY 1PI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING R-E 0 , 10 .0 PSF DAWG ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIREMENIS. UNLESS OTHERWISE INDICATED, TOP BC DL w R A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND U04 ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORE) BC LL 0 .0 PSF LJS t To CONNECTORS PER DRAWINGS 130. 150& 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STAT TECHNICAL UPDATE 17111911 FOR PROPER ITOT.LD. 47 .0 PSF 10/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS Of NOS& TPI. AN ENGINEER'S ALPINE I ITH OR P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF H 1 5 IDUR.FAC. 1 .33 . -TFj - DPIJ��,P1 ATF TN�TITWTF NnS � igg RECTION CONTRACT IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACT w on ro��TPUC`TTnN JSPACTNG P4 0" rvnr ob: (5-3698) LOT 90-2 / T12 13-3-8 TRAY HIFAM 7 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 590 610 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED_OR_FULLY_OPEN_BUILOING (SBC) . -------- -- ----- ---- ---------------------------------------- it HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EUUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. KKK UPLIFT KKK I m** HANGER mx* H5 . -455#(Jacks Only) I HUS26 - + 27510 -12860(iOd 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500116d 1ply) MTS12 = -20000(2 Each) I HHUS48 - + 42990 -166OO(IOd 2ply) MTT286 = -37860(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply) MTT28B = -44550(2 Each) (160H HGUS48 = + 6640 2199000d 2ply) NST60 - -4688#(Per 2ply) I HGUS48 - + 6000: --26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -39450(16d 3ply) ---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS 13 3 8 T 6.3 1.B qAz) 3X5 1.5 3 n x 3X4 Cu 6 P;- (T) :3 _2X7 (A-101 3X7 3 XM I —473 5X5 4'3"B 9' 13 3 8 7' 6 3 B R=1255# W=3"B 578# R=1422# W=3" TAG T19 SEQ: 6855 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY Am I TOTAL = I REV. 17.2m SCALE =03750 ALPINE ENGINEERED TA SSES REGUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF SHALL NOT BE RESPONSIBLE-ts' t"" WARNING I xxIMPORTANT** PTRODULFOA ANY NU HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY tPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASIM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP 8C DL 10 .0 PSF QRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RAG "D TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF A: ER IS t [FE L.E.UPON I CONNECTORS PER DRAWINGS 130. 150& 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 13-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS& OPT. AN ENGIKEEA*S ALPINE TECHNICAL UPDATE 0/1/91) FOR PROPER SEAL ON THIS[)RAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OR IDUR.FAC. 1 .33 1 IN ONLY� AND SHALL NOT- ANY OTHER WAY� __DESIGN TO THE TRUSS_ERECT.. TRACTOR AROVF ',;r)P OPT - TRI�� P,ATF 1N9t!!kjTF _�QS - 1991 tLATI(T�![JLFjjpitsptFrTFTr��jrN�OP worn ',nTPt1C�TV,1J ISPACTNG SFF lTvnF7 Job: (5-3698) LOT 90-2 / T13 37-0 TRAY HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUTWOADS & DIMENSIONS) SUBMITTED BY TRUSS-MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP #1 N: BEARING BLOCKS: NAIL TYPE: 0.13lx3.0-g-pails :T3 2x4 SP #1 Dense: BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BOT CHORD 2x4 SP #2 N 1 13.042' 1 14" 11 WEBS 2x4 SP 03 :W6 2x4 SP #2 N: NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. UPLIFT (LBJ: 430 910 860 BRG.LOC (FT): 0.00 13.04 36.71 (A) IX4 "I" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 80 NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ERECTION CONTRACTOR. ENCLOSED OR FULLY OPEN BUILDING (SBC) . ------------ -------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity F)-Uplift --------------------------------------------------------------- xxx UPLIFT *** I x** HANGER *%* H5 . -4550(jack5 Only) I HUS26 - + 2751J -1286#(10cj 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#li6d 1ply) MTS12 - -20OOA(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT268 -37860(2 Each) (IOU)i HHUS48 - + 5180# -2000#(16d 2ply) MTT288 -44550(2 Each) (16d)l HGUS48 - + 6640# -21990(10d 2ply) MST60 -46EISO(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL LOADS ----------- - .................................... TC - From 74 PLF at -2.13 to 74 PLF at 13-33 TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 BC - From 20 PLF at 0.00 to 20 PLF at 13.33 BC - From 45 PLF at 13.33 to 45 PLF at 30.00 BC - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 578 LB Concentrated Load at 30.00 37' 1.5X3 9 1 . - � !_7' -� 5X_ 4 10 3X6 4). 4T3 5X7 3X4 W6 1.5X3 4'10"3 3X5(A1% 4X5 (A2) 3 'A A R 5X12 4X63 4 3 4 35X5 13'4 23 8 32 8 8 37' 30 7' R=210# W=3"B R=3938# W=3"B R=2080# W=3"B TAG T20 SEQ: 68555 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV. 17.2m SCALE =0.1018 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND "%I,. " DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTB6 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIAEMENIS UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG A446 GR 0 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTOAS PEA DRAWINGS 130. 150& 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF -0-0 t CoNk OAK./APPLICABLE PROVISIONS OF NOS& TPI� AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER R110 TOT.LO. 47 .0 PSF .O/A LEN. 37 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF Th 0 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR IS INE DUR.FAC. 1 .33 SPACING 24.0 JTvnF Spec IPT - -1-, PI If IFIqT11111F NOS - 1991 NATIONAI DF�TGN SPFr.1FjS7A17ejL2R t�IaOLO ob: (5-369B) LOT 90-2 / T14 37*0 TRAY HIP 9 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 Boo 650 WEBS 2x4 SP #3 BAG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . ----------------------------- -- ------------------------------ (A) IX4 "T" BRACE. SAKE GRADE AS WES MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 80 NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)=Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- *x* UPLIFT *mm I *** HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 . -455#(Jacks Only) I HUS26 + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -10000 1 HUS26 + 3315# -1550#(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 + 42990 -16600 000 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT28B -3786#(2 Each) Md) HHUS48 + 51800 -20000(16d 2ply) MTT288 -4455#(2 Each) (t6d)l HGUS48 + 6640# -2199#(100 2ply) MST60 -4688#(Per 2ply) 1 HGUS48 + 80000 -26500(16d 2ply)) CSt50 -1650#(Each) I HGUS5.5= +113350 -39450(16d 3p I y --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17 9 5X5 3X5 3X4 5X5 T m A) >1�.5X3 3X4 3X5 (A 0 3X5 (A I) IMF— __*9' 3X4 3 JF5 3X5 3X6 3X7 3 ,3 3 5X5 13 4 23 8 �n, 4'3"8 32'B 8 37' R=442# W=3"B R=2245# W=3"B R=1097# W=3"B TAG T21 SEQ: 68557 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - I TOTAL I REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, 11WC TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF x*IMPORTANTmx SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 12/05/95 'G' FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONIOCTOR5 ARE MADE C* ?0GA GALV STEEL MEETING ASiM OU114EMLNIS UNLESS U11iLHWISL INUICATid, IOP BC DL 10 .0 PSF DRWG P A446 GH 6 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TO TRUSS AND LftESS OTHERWISE LOCAItO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF RAG t CONNECTORS PER DRAWINGS 130. 150 & 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE STATE D. 47.0 37-0-0 ,I:. TOT.L PSFIO/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS & fPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR P14OPER 0 :_ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9"1 DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR IN "I I'PArTMr. P4 n" n P r' _ffl� - 12,111 NATT—o nr�TrN�'F�TFTrATJFPF1 wr ob: (5-3698) LOT 90-2 / T15 37-0 TRAY HIP It THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N :81 2x4 SP 01 N: UPLIFT (LB): 740 730 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. PREDICTED HORIZONTAL MOVEMENT IS 0.19* DUE TO LIVE LOAD ENCLOSED OR FULLY_OPEN_BUILDING_(SBC) . ------- --- --- - ----- ------------ ------------ AND 0.10" DUE TO DEAD LOAD AT ONE SUPPORT. ------TYPICAL-SIMPSON-OR-EQUAL-UPLIFTMANGER-REQUIREMENTS------ DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. M** UPLIFT K*x I *M* HANGER **M MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 = -455#(Jacks Only) I HUS26 = + 27510 -t2860(10d Jply) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660N(SOd 2ply) MTT28B - -3786:(,2 Each) (Wo)j HHUS48 - + 51800 -20000(16d 2ply) MTT28B = -4455 2 Each) (160H HGUS48 = + 6640# -21990(100 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -26500(16a 2ply) CS150 = -1650#(Each) I HGUS5.5- +113350 -3945#116a 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13 13' 11 ' I.5X3 T T' cr) 3X7 1.5X3 16 47X3 (D 3X6 (A 1) 9. 3X8(A 1) -51' 3X4 3X7 3X6 3X4 3 _+8' 3 5XI4 4-3 8 1 1 1. 32 8 8 37' R=1892# W=3"B R=1892# W=3"S 3 X<7 1.5X3 _1'. X V3 3X6 (AJ X 4 TAG T67 SEQ: 1721B PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY I - TOTAL I REV. 17.2m SCALE =0. 1667 )(ALPINE ENGINEERED PRODUCTS, INC TRUSSES AEOUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF XXIMPORTANTX 511ALL NOT BE RESPONSIBLE FOR INV WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BAACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 11 us TC DL 7.0 PSF DATE 12/05/95 RE FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAUL OF 20GA GALV STEEL MEETING ASTM QUIREKENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF QRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF LJS CONNECTORS PEA DRAWINGS 130, 150 L IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEU RIGID CEILING -- S�EE STAT OF TOT.LD. 47 .0 P PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (71119 FOR PROPER HI S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A11COPY OF I is [DUR.F AC. i .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR I r,,,-- Snpr TP! KP A r.T Nf-, ob: (5-3698) LOT 90-2 / T16 37-0 TRAY HIP 13 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED B TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N :83 2X4 SP 02 N: UPLIFT (LB): 730 730 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36-7t UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. PREDICTED HORIZONTAL MOVEMENT IS 0.19" DUE TO LIVE LOAD ENCLOSED_CR_FULLY OPEN BUILDING (SBC) . AND O.W DUE TO DEAD LOAD AT ONE SUPPORT. -------- -- --------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH X** UPLIFT N** I *m* HANGER %*m 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY H5 . -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) ERECTION CONTRACTOR. MTS12 - -10000 1 HUS26 - + 3315 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299: -1660fit0d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -44550(2 Each) (16d)l HGUS48 = + 66400 -21990(10d 2ply) MST60 - -4688:((Perh2ply) I HGUS48 8000# -26500(16d 2ply) CS150 = -1650 Eac ) I HGUS5.5: ++11335# -3945#(16d 3p I y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 15 9' 13 5X5 3X4 5 5X6 31 X 4 z A) (A) �U6 (A 1.5X3 X6 (A 1) 3X83 (A 1) jm0j. 3r6 3X7 1 .5X3 _4�9' 3X7 3 B3 _*8' 3 5X14 '3"8 cu 4 32 8 8 n, 37' R=1892# W=3"8 R=1892# W=3"8 TAG T66 SEQ: 17220 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY =_1 TOTAL I REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. IIUSIEI IIIIIIIE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF *IMPORTANTXX SHALL NOT BE RESPONSIBLE FOR AW NARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THLSE SPECIFICATIONS. CA ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OST88 13Y TPk FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE —OE OF 20GA GALV STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INOICATEO. TOP BC DL 10.0 PSF DRWG A446 GA 0 EXCEPT AS NOIEO� APPLY CONNECTORS TO EACH FACE Of CHORD SHALL 13E LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHO % BC LL 0.0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 E 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 .0 PSF O/A LEN. 37-0-0 CONFORM WJAPPLLCABLE PROVISIONS OF NOS& TPI AN ENGINEER S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID DUR.FAC. 1 . 33 IN ONk Y. AND SRALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR, 045 1 — t ,,, INE SPACING 24.0" lTvnF- SnPC -TPJ . lnq Pt ATF jNqTjRiTF, NOS = P391 NATIONAL OFSTGN SPFCTFICATION FOR WCOrl CON�TPOCTTON Ob: (5-3698 LOI 20—a. / T17 37'0 TRAY HIP 15 THIS OWG. PREPARED FROM COMPUTER INPUT ILOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. N :TF PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD 2x4 S6 #2 , T4 2x4 SP 01 Dense: BOT CHORD 2x4 SP 01 N :B3 2x4 SP 02 N: UPLIFT (LB): 730 720 WEBS 2x4 SP #3 BRG LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. KEAN HEIGHT - 15.00 FT. PREDICTED HORIZONTAL MOVEMENT IS O.JB" DUE TO LIVE LOAD ENCLOSED_OR_FULLY OPEN BUILDING (SBC) . ----------------- AND 0.09* DUE TO DEAD LOAD AT ONE SUPPORT. -------- -- ---------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. M-Gravity (-)-Uplift ------------------- --------------------------------------- (A) IX4 'T- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH xxx UPLIFT xxx I mum HANGER mum Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY H5 . -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) ERECTION CONTRACTOR. MTS12 - -1000# 1 HUS26 = + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660f(IOd 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MTT28B = -37860(2 Each) (10d)l HHUS48 - + 518100 -20000(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B = -4455#(2 Each) (16d)l HGUS48 = + 66400 -21990(10cj 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650006d 2ply) CS150 = -1650#(Each) I HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5' 15' 17' 5X7 X6 1 .5X3 3i 0 T4 a) 3X6 (A) 3X6(At) 3 3X8 (A 1) 6 3X5 I B3 El _;=3 3 5X7 CU 4'3"8 1. 32 8.1 8 37' R=1892# W=3"B R=1892# W=3"B TAG T65 SEQ: 17222 PLT. TYP.—ALPINE DESIGN CRIT=TPI QTY_ I TOTAL = I REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PROOWM. INC. TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF XIMPORTANT**SHALL NOT BE RESPUNS113LE FORANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI SEE THIS DESIGN us TC DL 17 .0 PSF OATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASIM GUIREMENTS. UNLESS OTHERWISE INOICAIEU, TOP BC OL 10 .0 PSF DRWG A446 G14 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0 .0 PSF LJS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150& 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STAT OF z TOT.LD. 47 .0 PSF O/A LEN. 37-0-0 R CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER 0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF JTHIS q IDUR.FAC. 1 .33 IN ONLY. AND StiALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN 10 THE TRUSS ERECTION CONT.A_.. %", P!Alt TN�1110F Nn� - lqnl NATIONAl iic�ir.N rpFri-111TIN I'll 19PACTNG, ?4 n" ITvnr c;ne(- ob: (5-3698) LOT 90-2 / T18 37'0 TRAY HIP 17 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :81 2X4 SP #1 N: UPLIFT (LB): 730 720 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. PREDICTED HORIZONTAL MOVEMENT IS 0.19" DUE TO LIVE LOAD ENCLOSED_OR_FULLY_OPEN_BUILDING_(SBC) . AND 0.10* DUE TO DEAD LOAD AT ONE SUPPORT. ------- -- ----- ---- -------- ------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- (A) tX4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH xx* UPLIFT *x* I *** HANGER mm* 8d NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY H5 . -455#(JaCkS Only) I HUS26 = + 27510 -128601100 1ply) ERECTION CONTRACTOR. MTS12 - -IOOOf I HUS26 = + 33150 -15500(16d Sply) MTS12 = -20000(2 Each) I HHUS48 = + 42990 -1660000d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MTT28B = -37860(2 Each) (10(311 HHUS48 = + 51800 -2000#(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B = -44551(2 Each) (16(3)1 HGUS48 - + 6640f -2t99f(tOd 2ply) MST60 = -4688:(Per 2ply) HGUS48 Of -2650006a 2P I Y) CS150 = -1650 (Each) i HGUS5.5'= ++111303034 -39450(16c3 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19 17 5X5 5X5 3X4 3X4 3X5 3 3X5 3X4 5 0 5X6 A) (A) 1.5X3 3X5 (A 1_5X3 3X6 (A I 1 .5X3 3X6 (At) 3X8 (A I) X --,r- -TA-3 �v ��3��4 3X4 23X6 _3X4 i 1 5�� 3X4 3 5X14 4 3"S 32 8 8 nJ 37' R=1892# W=3"8 R=i892# W=3"B TAG T64 SEO: 17225 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - I TOTAL I REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PROKICTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF **IMPORTANT*X SMALL NOY BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY 1PI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE IRLISS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPLNE CONNECTORS ARE MADE Of ROGA GALV. STEEL MEETING ASTM QUIRE.ENTS. UNLESS OTHERWISE INDICATED. ,OP BC DL W-0 PSF DRWG A446 GH 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 ]RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 -0 PSF LJS t CONNECTORS PER DRAWINGS 130. 150 F. 16OA-F. DESIGN STANDARDS �WITH PROPERLY ATTACHED AIGID CEILING -- SEE STAT OF TOT.LD. 47.0 PSF .O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI� AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS IDUR.FAC. i . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR ITVnr sner A TPT - TA-1;P1 AT F !N�;T 1 TUIF A( (��a!E,1t.SffC!FT('A!!0N F�P CONITn',r-r-1 19PACING ?4.0 ob: (5-3698) LOT 90-2 / T19 37-0 TRAY COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8 TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :B1 2x4 SP #1 N: UPLIFT (LB): 730 720 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. PREDICTED HORIZONTAL MOVEMENT IS 0.19' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING (SBC) . AND 0.10" DUE TO DEAD LOAD AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (+)-Gravity H-Uplift --------------------------------------------------------------- (A) IX4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO xm* UPLIFT *mx I x** HANGER Nx* BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING H5 = -455#(JaCkS Only) I HUS26 + 27516 -12860000 1ply) MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MTS12 - -10000 1 HUS26 + 3315# -15500116d 1ply) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -2000:12 Each) I HHUS48 + 4299# -1660#(tOd 2ply) MTT288 - -37B6 2 Each) (10o)j HHUS48 + 5180f -20000(t6d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MTT28B = -4455#(2 Each) (t6d)j HGUS48 + 6640f -21990(tOd 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 = -468BI(Per 2ply) I HGUS48 + 80000 -26500(16d 2p ly) CS150 = -1650#(Each) I HGUS5.5- +113350 -39450(16(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR LIPLIFT/HANGER DETAILS 19 6 17 61, 5X5 3X4 3X4 XgX5 (A) (A) 3X5 5 1 5X3 C) 1.5X3 6 3X8 (A I) 3X6 (A 1) _*9' 1. 3X4 3X7 3X6 3X4 3 5X 1-4 _0 - -32'8"B 'CU 37' R=iB92# W=3"8 R=1892# W=Y8 TAG T63 SEQ: 17227 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY_. 3 TOTAL 3 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERE0 PROUIXIIS, INC, TRUSSES REQUIRE EXTREME CARE 12/05M TC LL 30 .0 PSF REF X*IMPORTANTX)(SHALL NOT BE RESPONSIBLE F40 ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 By IPI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "�U ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI, AN ENGINEER 5 ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN. 37-0-0 SEAL ON THIS DRAWING APPLIES TO It* COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI o AID 91, DUR.FAC. 1 .33 IN ONLY. AND S—LL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR. TPI - TPL-',� P1 ATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOrl W000_ONST JC!10�j SPACING 24.0" JTYPF soer ob: (5-3698) LOT 90-2 / T20 16'3 HIPM 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTE BY TRUSS MFR TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 700 710 WEBS 2x4 SP 03 BRGLOC (FTI: 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- it HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REQUIREMENTS (0-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* U.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT mx* I xxx HA14GER xxx H5 -455:(Jacks Only) I HUS26 + 27510 -12860(10d 1ply) MTS12 -1000 HUS26 + 33150 -1 5500(16(1 tply) MTS12 -2000#(2 Each) I HHUS48 + 42990 -16600(tOd 2ply) MTT288 -37860(2 Each) (10d)l HHUS48 + 51800 -2000#(16d 2ply) MTT28B -44550(2 Each) (16M HGUS48 + 6640# -2199#(100 2ply) MST60 -4681BO(Per 2ply) 1 HGUS48 + 80000 -26500(16(1 2p ly) CS150 -1650#(Each) I HGUS5.5= +11335# -3945#(i6a 3ply)- ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16 3 7 9*3" AIA f 1,593 3X u It.5X3 6 cr) 2X7 (A I) _4Z3 3X4 4XIO 3X3 16 3 2 16 3 7 9'3" R=1575# W=3"8 578# R=1707# W=3" TAG T58 SEQ: 68616 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL I REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PROOMTS. INC TRUSSES RE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF XXIMPORTANT*)(SHALL NOT BE RESPONSIBLE fQR ANY WARNING IN HANDLIGUGIREERECTION AND DEVIATION FROM THIS OE51GN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY IPI� SEE THIS DESIGN 7.0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TP1, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us TC DL A T -P '.I' PROPER T T 0.CHORD I NG __ SEE 'o.P_PC. PY OF T.I S L SE ALPINE CONNECTORS ARE MADE OF 20GA GALY, STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORWG A446 OR 5 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALL Y BRACED WITH PROPER 5606 RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF TOT I CONNECTORS PER DRAWINGS 130. 150 & i6OA-F DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING -- SEE 47 .0 PSF /A LEN. 16 .ATE ""'/.L' STATE -3-0 ,URN S.A Co RE TIO C NT RA t CONFORM W/APPLICABLE PROVISIONS OF NDS& TPI AN ENGINEER'S ALPINE TECHNICAL UP FOR PRO TOT.LO. 0 DATE (7/1/91) PER SEAL ON THIS DRAWING APPLIES TO tHF COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Lo IDUR.FAC 1 .33 IN ONLY. AND S,IALL NOT BE RE�ICU UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CO NTRACTOn IN T -1 "1 IF jN�tjllllf _.alla, 1291 ton wonn rnri—n—r-I 'o 1. j';PAr_TNG lTvnr7 hinm ob: (5-3698) LOT 90-2 / T21 16-3-8 HIPM 9 THIS DWG_ PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8 TRUSS MFAI TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 430 380 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT mm* I mm* HANGER *mm H5 = -455#(Jacks Only) HUS26 + 2751# -1286000d 1ply) MTS12 - -1000# i HUS26 + 33t5i -15500(16d 1ply) MTS12 = -20000(2 Each) I HHUS48 + 42990 -1660#(10d 2ply) MTT2BB = -37860(2 Each) (10d)l HHUS48 + 5180 2OOO#(16(j 2ply) MTT28B = -4455#(2 Each) (16(01 HGUS48 + 6640: _2199#(tOu 2ply) MST60 = -4688#(Per 2ply) HGUS48 800001 -26500(16d 2ply) CS150 = -1650#(Each) i HGUS5.5== ++113351 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 9' 7*3"B 3X4 1 3 u rr) z 1 .5X3 C:) C) 2X4 (Al) t 4"3 L 3X7 —,qT 4) 4 2' 16 3 8 R=938# W=3"8 R=732# W=3"8 TAG T59 SEQ: 68614 PLT. TYP.-ALPINE DESIGN CRITiTPI QTY_ I TOTAL I REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PROnKFS. INC TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND oit. DEVIATION FROM ]HIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY IPI, SEE THIS DESIGN Us. FAILURE TO BUILD Fit TRUSS IN CONF043MANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TC DL 7 .0 PSF OATE 12/05/95 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIR QUIAEMENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10 -0 PSF DRWG A446 GH 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHURG BC LL 0 .0 PSF RAG CONNECTORS PER 041AWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 4 RIO CONfORX W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER STATE OF TOT.LO. 47 .0 PSF O/A LEN. 16-3-8 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DAYWALL. APPLICATION. FURNISH A COPY OF THIS IDUR.FAC. 1 . 33 IN ONLY. AND SliAt L NOT BE RELIED UPON IN ANY OTHER WAY DESIGN 10 THE TRUSS ERECTION CONTRACTOR ANE I-,PArTN(-, ?4 n" hinm TPI - 11..�, L,ITF TNqT!IIITF _�qS_L nF�!CN ITFrTF TrATTO� -n w"� rnN�TJ�N 11.1 1 ob: (5-3698) LOT 90-2 / T22 16-3-8 HIPM It THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTE BY TRUSS MFR TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 400 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-tiplift --------------------------------------------------------------- x** UPLIFT mx* I xu* HANGER m*x H5 . -455:(JaCks Only) HUS26 + 27510 -1286#(10d 1ply) MTS12 - -1000 HUS26 + 33150 -1550#06d 1ply) MTS12 = -2000#(2 Each) HHUS413 + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d) HHUS48 + 51800 -2000#(16d 2ply I MTT28B = -4455#(2 Each) I ISM HGUS48 + 6640: -2199#(10d 2ply, MST60 - -46819#(Per 2ply) I HGUS48 + 8000 -26500(16d 2p ly)) CS150 - -16504(Each) I HGUS5.5= +113350 -3945006d 3ply ------------------------------------------------------------ -- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R1011 END VER TrAt OF+E0 FOR-VER"5LI66S uNt 3 4 113 t==1 1 .5X3 0 m LF) 2X4 (A I) C 3 3X7 _KV 3 A &0* KF 2- 16 3 8 R=938# W=3"8 R=732# W=3"8 TAG T60 SEQ: 6B618 PLT. TYP.—ALPINE DESIGN CRIT=TPI QTYa�=_I TOTAL I REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PROMM INC, TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF X*IMPORTANT*x SHALL NOT BE RESPONSIBLE FIN ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ON ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTsa BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GAILY STEEL MEETING ASTM QUIREMENTS UNLESS OTHERWISE INDICATED, [UP BC DL 10-0 FTSF ORWG A446 GR 8 EXCEPT AS NOTED APPLY CONNECTOR$ TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PHOPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE STAT OF TOT.LD. 47 .0 PSF O/A LEN. 16-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS& IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR PROPER SEAL ON THIS DHAWING APPLIES TO THE COMPONENT DEPICTED IiEAE DRYWALL APPLICATION, FURNISH A COPY OF THIS 0 IDUR.FAC. 1 .33 i IN ONLY, ANDSHALL NOT BE RELIED UPON IN ANY OIHER WAY I DESIGN TO THE TRUSS ERECTION CONT14ACTOR N, 13qj �ATTnN�, nFS,!rN FITFTI�Tyn-I F- .111 . -11' , - - -)4 IT"' TII�. PI'IF fl�TTIIITF jc;PA(,TrJG n inm ob: f5-3698) LOT 90-2 / T23 24'0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.. TOP CHORD 2x4 SP #2 N :T2 2TO4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IMICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 950 950 WEBS 2x4 SP 03 BRG.L0C (FT): 0.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------ ----- ------------------------------------------- 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS N-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT 9*9 1 *mm HANGER *Km H5 -455:(Jacks Only) I HUS26 -12860(10d 1ply : + 27510 MTS12 -1000 HUS26 + 3315 -1550#(16(1 1ply) MTS12 -20000(2 Each) I HHUS48 + 4299: -1660#(10d 2ply) MTT288 -3786#(2 Each) (10d)l HHUS48 + 5180 -2000#(i6d 2ply) MIT28B -4455#(2 Each) (160)1 HGUS48 + 6640: -21990(10d 2ply) MST60 -4688#(Per 2ply) I HGUS48 + 8000# -26500(16d 2ply) CSi5o -1650#(Each) I HGUS5.5- +113350 -39450(16a 3ply) ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 24' 7' 10' 7' I 5X3 T2 4X8 T qAtJ 1 .5X3 It.5X3 0 6 P;- 3X8 (B If 3XIBI (8 1) ZE 3X4 4X5 3X8 3X4 24' 001� 2' 7' - 10' 7' R=2412# W=3"8 -229# -229# R=2412# W=3"B TAG T78 SEQ: 108423 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - I TOTAL I REV. 17.3t SCALE =0.2500 ALPINE ENGINEERED PRODUCTS' INC TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF XXIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IPI SEE THIS DESIGN 11 Us TC DL 7.0 PSF DATE 12/05/95 I. I UP J] FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE Of 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. IOP BC OL 10 .0 PSF DRWG �ROPER CHORE) A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SKALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0 .0 PSF RAG N SEE �R�R _ I H IS CONNECTORS PER DRAWINGS 130. 150& 16GA-F DESIGN STANOAAOS WITH PROPERLY ATTACHED RIGID CEILING SEE CONFORM W/APPL ICABLE PROVISIONS OF NO$& TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE (7111911 FOR PROPER STAT OF ITOT.LD. 47 .0 PSF 10/A LEN. 24-0-0 SEAL ON THIS 13RAMING APPLIES 10 THE COMPONENT DEPICTED HEHE DRYWALL APM ICATION FURNISH A COPY Of 0 IHIS R.FAC. IN ON Y. &No S.m t NOT HE RE,IED UPON IN XNV QIBLR W�y OLSIGN 10 THE TRUSS LPECI TOM CUSIRACTUR ,��_TNEEV,5 fl�Tj lqp�rTflr, qFF Ann\/F h i n q ot): (5-3698) LOT 90-2 / T24 24'0-HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTELBY TRUSS WR TOO CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 520 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity --------------------------------------------------------------- *x* UPLIFT xxx I K** HANGER K** H5 = -455#(Jacks Only) I HUS26 + 27510 -12860(tOd 1ply) MTS12 = -10000 1 HUS26 + 3315, -1550006d 1ply) MTS12 = -2000#(2 Each) I HHUS48 + 42990 -16600(10d 2ply) MTT288 = -3786#(2 Each) (1001 HHUS48 + 5180 200011060 2ply) MTT28B = -4455#(2 Each) (16d)l HGUS48 + 6640: --21990(10d 2ply) MST60 - -46813#(Per 2ply) I HGUS48 + 8000; -26500(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 91 6 9' 4X5 (R) 4 T 1 .5X3 1 .5X3 1 .5X3 6 F,; 3X4 (A I) 3X4 (AD TX_7 3LX4 3X4 24 ' 2' R=1281# W=3"8 R=1281# W=3"B TAG T79 SEQ: 108425 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY ,- 1 TOTAL I REV. 17.3t SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30 .0 FTSF REF KXIMPORTANT**SHALL NOT BE RESPONSIBLE F40IR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 FTSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR AUUITIONAL SPECIAL PERMANENT BRACING RE us . ,11 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIRCKENIS UNLESS OTHERWISE INDICATED. TOP E3C DL 10.0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 80TTON CHORD BC LL 0.0 PSF CONNECTORS PEA DRAWINGS 130. 150 1, 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE t CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711191) FOR PAUPER STATE F TOT.LO. 47.0 PSF O/A LEN. 24-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORVWALL APPLICATION FUW SH A COPY OF THIS IDUR.F AC. 1 . 33 IN ONLY, AND SOIALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. P1#IF TNqTTNOF� wn——1-1 �Tllll Fp� FqPA(-T NG ITyrr- on: (5-3698) LOT 90-2 / T25 24*0 HIP 11 THIS DWG_ PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTLD_BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 390 WEBS 2x4 SP 03 BRG.LDC (FT): 0.00 23�71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER AEGUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- *xx UPLIFT %*x Kx* HANGER *m* H5 . -455 _ _,OOO:jJacks Only) HUS26 - + 2751# -12860(10d 1ply) MTS12 i HUS26 - + 33150 -1550006d 1ply) MTS12 - -200100(2 Each) I HHUS48 - + 42990 -16600110d 2ply) MTT286 = -3786#(2 Each) (10c0l HHUS48 = + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)l HOUS48 - + 66400 -21990(tOd 2ply) MST60 - -46813#(Per 2ply) I HGUS48 = + 80000 -2650006d 2ply) CSt50 - -1650J(Eacn) I HGUS5.5= +113350 -39450(t6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2 4X5 (R) AX (R) 1 .5X3 6 F'- ��l .�5X_3 C:) u') 13X4 (A I) 3X4 (A I) __T_3 W,2�� __ <�11 1 w .. — 5H Iota' 3X43X4 3X4 m 24 R=1128# W=T`8 R=l128# W=3"8 TAG T80 SEQ: 108428 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY .- I TOTAL I REV. 17.3t SCALE =0.2500 ALPINE ENGINEERED PWOWTSL INC TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF )(XIMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM [HIS DESIGN OR THESE SPECIFICATIGNS. ON ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEES BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECIO"S ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHEAWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GR 13 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 L ac TRUSS AND Lft ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CROR. LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOPER STATE OF 47 .0 PSF O/A L TH.] 1. 0 t IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR """NEEV61,,"' CONFORM ./APPLICABLE PAUVISIONS OF NOS& TPI, AN ENGINEER*S ALPINE TECHNICAL UPDATE f7/1/91) FOR PROPER OR TOT.L.D. EN. 24-0-0 CAL 04 THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR FAC. I �33 IPI . 7,1� P,ATE TNqTTT11H` N09 I n-�TrN�TVTTTOI— W-- 11-- r'— TNG ?4 W hinq _aqj NATT(]��Al ob: (5-3698) LOT 90-2 F1 16-11-12 SY42 GARAGE DOOR HEADER THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. SOT CHORD 4x2 SP #2 N WEBS 4x2 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 760 760 BRG LOC (FT): a 00 16.69 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. UPLiFT BASED ON 16.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - t5.00 FT. PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR ENCLOSED OR FULLY OPEN BUILDING ISBC) . CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS --------------------------------------------------------------- AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS DRAINAGE AND PREVENT PUNDING AT ALL TIMES. (+)-Gravity (-)-Uplift , ------------------- ---------------------------------------- NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED *xx UPLIFT N*x I WNW HANGER xx* UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. H5 -455#(Jacks Only) 1, HUS26 + 27510 -12860(10d 1ply) MTS12 -1000# HUS268 + 33150 -1550f(16d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00* D.C. MTS12 -20000(2 Each) I HHUS4 + 42990 -166OO(IOd 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 -37860(2 Each) (1001H HHUS48 + 51800 -2000#(16d 2ply) MTT28B -44550(2 Each) (16d)l HGUS48 + 6640# -21990(10d 2ply) SPECIAL LOADS MST60 -4688#(per 2ply) I HGUS48 + 8000# -2650#(16d 2ply) -------------------------------------------------- CS150 -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) TC From 235 PLF at 0.00 to 235 PLF at 16.98 --------------------------------------------------------------- SC From 20 PLF at 0.00 to 20 PLF at 16.9a REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �W_2'5"E) 5X 12 5X7 4X6 4X4 4X4 5X6 5X8 5X6 1--d 17� 101, bX10 bXb 4X-b 4X4 5Xb bx8' A—V 16' 11"12 6 R=2165# W=3"8 R=2165# W=3"B 5XIO TAG T81 SEQ: 108433 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV. 17.3t SCALE =0.3750 ALPINE ENGINEERED PRODUCTS' INC TRUSSES REOUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF x)(IMPORTANT*)( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. 00 ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN 11% -us TC DL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10-0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RD E3C L 0.0 PSF [RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOR. L RAG SEE ER R I S ONNECTORS PER DRAWINGS 130. 150& 16OA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE T.LO. 47. CONFORM N/APPLICABLE PROVISIONS OF NOS& TPI AN ENGINEER S ALPINE TECHNICAL UPDATE OPER ITO 0 PSF O/A LEN. 16 I RI 17/3/gl) FOR PIT R OR SEAL ON THIS DRAWING APPLIES TO THE CO.PONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF I is IDUR.FAC. 1 .33 IN ONI Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR E , !1,—1 , —". 1!-1 �11!T1111 � 19�1 �Aflllll rpq J�pArT�in )i n ob: (5-3698) LOT 90-2 / J 7'0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7�00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH- MEAN HEIGHT - 15.00 FT� DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W-Gravity H=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 -4550(jack5 Only) I HUS26 + 27510 -12860(10d 1ply) MTS12 -1000# 1 HUS26 + 33150 -15500(16d 1ply) MTS12 -20000(2 Each) I HHUS48 + 429911 -166ON(IOd 2ply) MTT28B -37860(2 Each) (10a)l HHUS48 + 51800 -2000#116d 2ply) MTT28B -44550(2 Each) (16d)l HGUS48 + 6640 219901100 2ply) MST60 -4688:((Per 2ply) HGUS48 " 8000: 3650006d 2ply) CS150 -1650 Each) i HGUS5.5= +11335# -39450(16d 3ply) ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS W15%-igF -NAILS AT TOP CHORD. PPVJIGMI�4 1 r6 -NAILS AT BOTTOM CHORD. 12*6"4 C) 6 2X4 (A 0 4"3 �_2 7 R=526# W=3"B R=73# W=1"B TAG T76 SEQ: 68517 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY _-__23 TOTAL 23 REV. 17.2m SCALE =0.5000 ENGINEERED PROOUCM INC. TAU SE REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF X*IMPORTANTXX AS'HPALINLENOT BE RESPONSIBLE FOR ANY WARNING I NSHANDLING. ERECTION AND t DEVIATION FROM THIS DESIGN OR LHESE SPECIFICATIONS. OR ANY BRACING. SEE Hla-91 BY 7PI. SEE THIS DESIGN] us TC DL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD (HE TRUSS IN CONFORMANCE WITH USTBEI BY TPI� FOR ADDITIONAL SPECIAL PERMANENT BRACING RE % 8C 0 PSF DRWG UP ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING AS[. UUIREMENIS UNLESS OTHERWISE INDICATED. lop DL 10. A446 GO B EXCEPT AS NOTED APR Y CONNECTORS 10 EACH FACE Of CHORD SHALL BE LATERALLY BRACED Willi PRO . 5606 PER TRUSS AND UNLESS OTHERWISE IOCAILO ON THIS OfSLGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTUM ClKm BC LL 0 .0 PSF RAG 14 CONNECTORS PER DRAWINGS 130. 150 & 160A F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE CONFORM M/APPLICABLE PROVISIONS Of NOS & TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (711191) FOR PR �A ST OF TOT.LO. 47.0 PSF O/A LESN. 7E-O-0 OPER 'q-Z- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :T:3=3 IN ONLY. AND SHALL NOT BE 14ELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC Ton JOUR�F AC. k -1PI TM,1��AIF INSTITUTF NOS = 1q9l NATIONAt nFsIGN FPFCTPICATTON FOP �qrjn fqNA1'CTtO. S P A C I N G 3 P 4.0 T Vr)P jack ot): (5-3698) LOT 90-2 / J 7'0 END JACK SL THIS OWG._PREPARED FROM_COMPUTER__INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LBI: 200 200 200 WEBS 2xA SP #3 BRG.LOC (FT): 0.00 5.62 5.62 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED_GR_FULLY_OPEN_BUILOING_(SBC) . ------------- -------- -- ----- ---- -------- ------------------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- M*x UPLIFT *** I **X HANGER **x H5 . -4550(jacks Only) I HUS26 + 27510 -12B6#1100 1ply) MT512 - -1000# 1 HUS26 + 33150 -15500(16o 1ply) MTS12 - -2000#(2 Each) I KHUS48 + 42919# -1660#MCI 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 + 5180# -20000(16d 2ply) MTT28B = -44550(2 Each) (16a)I HGUS48 + 664100 -2199#00d 2plV) MST60 - -4613,8#(Per 2ply) I HGUS48 + 8000 26500(16cl 2p I Y) CS150 - -1650#(Each) I HGUS5.5- +11335: --3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGEA DETAILS PROVIDE 3 16d TOE-NAILS AT TOP CHORD. PROVIDE 2 160 TOE-NAILS AT BOTTOM CHORD. R=19i# W=1"8 5 41, 12 6"4 6 T1'0'7 DO I 5X3 1 R=264# W=3"B R=74# W=I"8 .P TAG T77 SEQ: 68519 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2- TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOOCTk ANC S 12/05/95 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR&NY KARN1NG T'N...H'ANO'L1'NG7EER'EC"T1-0EN cAZED 'N US'r DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIO-91 BY TPI. SEE THIS DESIGN ACT-RE TC OL 7.0 PSF DATE 12/05/95 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY VPI FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECIORS ARE MADE OF 20GA DALY STEEL MEETING ASTH GUIREMENTS UNLESS OTHERWISE INDICATED, TOP BC OL 10.0 PSF DRWG A446 GA 0 EXCEPT AS NOYEU. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0.0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL — CONNECTORS PER DRAWINGS 130, 150 L 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE 0 T,LD. 47.0 PSF.O/A LEN. 5-7-8 CC"OAK W/APPL ICABLE PROVISIONS OF NOS & IPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/j/9fl FOR PROPER SEAL ON THIS 04AWING APPLIES TO T11E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CO OF THIS 0 RID 'Z r IDUR.FAC. 1 .33 PY c IN ONLY. AND StIALL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION CONTRA TO -TPI - TF,j�S P1 ATF INSTITUTF NOS - 1991 NATIONAI DFSIGN Sffr.LFIF�TTRN On tjqTP1JrTr'N 9E 19PACTNG ?4 0" aCk _�OR W�Iln f�qtj�TP'JrTr .... ob: (5-3698) LOT 90-2 / J 5*0 CORNER JACK THIS DWG.-PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOO CHORD 2X4 SO 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O�C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- **x UPLIFT *** I *x* HANGER *** H5 -455:(Jacks Only) HUS26 = + 27510 -12860(10cj 1ply) MTS12 -1000 HUS26 - + 33150 -15500(16d 1ply) MTS12 -2000#(2 Each) HHUS48 - + 42990 -1660f(IOd 2ply) MTT28B -378�60(2 Each) (100)1 HHUS48 - * 51800 -2000f(16d 2p I Y) MTT288 -44550(2 Each) (1601 HGUS48 = + 66400 -21991(10d 2ply) MST60 -4688:,(Per I HGUS48 - + BOOOA -2650:(16d 2ply) CS150 -1650 Each)2ply) I HGUS5.5- +113350 -3945 o6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 2 1 16d TOE-NAILS AT TOP CHORD. PROVIDE 2 1 160 TOE-NAILS AT BOTTOM CHORD. R=134# W=I"8 12'6"4 (9 6 C:;- 2X4 (Al) 4"3 10' 2' 5' R=445# W=3"B R=44# W=I"B TAG T50 SEQ: 68586 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY =_ 12 TOTAL = 12 REV. 17.2m SCALE =0,5000 ALPINE ENGINEERED PRODUCTS. IWC TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ONY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO 13UILO THE TRUSS IN CONFORMANCE WITH GST88 BY TPI� FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us TC DL 7 .0 PSF DATE 12/05/95 ALPINE CONNECTORS ARE AOE Of 20GA GAILY STEEL MEETING ASTM QUIREMENTS, UNLESS OTHE14WISE INDICATED. I OP BC DL 10 .0 PSF ORWG A446 GR 8 EXCLPI AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE CONFORM "/APPLICABLE PROVISIONS OF NOS& TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 5-0-0 DESIGN TO THE TRUSS ERECTION CONTRACTOR SEAL ON THIS DRAWING APPLIES 10 THL COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF T to I "r I IN ONLY. AND StIALL NOT BE RELIED UPON IN ANY OTHER WAY, 11 FOUR FAC. 1 .33 - — '�XNE E95.q - -TN(- j ark --I - t.111 P1 11F lq�l.-TI-1 D' ... I.,PA( P4 n lTvrr I I ob: 15-3698) LOT 90-2- / J 3*3 END JACK THIS OWG. PREPARED FROM COMPUTER INPUT_(LOADS & DIMENSIONSI SUBMITTED B TRUSS 14FR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . ----------------------------- --------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift ------------------- --------------------------------------- xxx UPLIFT **m I *N* HANGER xx* H5 455#(Jack5 Only) I HUS26 + 2751# -12860(10d 1ply) MTS12 = -iOOOP I HUS26 + 33150 -15500(16d 1ply) MTSi2 = -2000#(2 Each) I HHUS48 + 4299# -iM$Md 2plV) MTT286 = -3786#(2 Each) I 10d)l HHUS48 + 51800 -2000#(16d 2ply) MTT28B = -4455#C2 Each, (16011 HGUS48 + 6640# -21998(100 2ply) MST60 - -4688 Per 2ply) HGUS48 + 8000# -26500(160 2ply) CS150 - -1650:(,Each) i HGUS5.5- +11335# -39451(16cl 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X4 (At) 4"3 i 1-b, 1 .5X 3 2' —3 3 No R=389# W=3"8 R=69# W=3" TAG T42 SEQ: 68522 PLT. TYP.–ALPINE DESIGN CRIT=TPI OTY =_ 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REIU�RE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF XMIMPORTANT)(K SMALL NOT BE RESPONSIBLE FOR AWY WARNING I N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN 1 us TC DL 7 .0 PSF DATE 12/05/95 'S 4" FAILURE TO BUILD THE IRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE NO' ALPINE CONNECTORS ARC WAGE Of 20GA GALV STEEL MEETING ASTM QUIREMENTS UNLESS OTHERWISE INDICATED, TOP BC OL 10.0 PSF DRWG -_"T �]H APPLY CONNECTORS TO EACH FALL Of CHORD SlIALL LAE LAILAALLY U11AC10 WIIH PHU 14 A44b GH U EXCEPT AS NOTE() VL - 5606 BC LL 0 .0 PSF RAG TRUSS AND UNLESS OX�CRWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 801TOM CHORD - CONNECTORS PLA DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 3-3-0 ROPER R CONFORM W/APPLIC&BLE PROVISIONS OF NOS& TPI AN ENGINEER S ALPINE TECHNICAL UPDATE (711191) FOR PROPER Z' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o AlID", I DUR.FAc, 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS E14ECTION CONYRACTO . :01- jTyrF a TPI - tAw�9,Pt ATF tN�TJTUTF NnS = 1991 NATIONAt nFSIGN SPFCTFIrATION FOR YtTT22 LON'�Tq!!�TTON G 24.0" c k DO: (5-3698) LOT 90-21 1 3*0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS &_DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W-Gravity H-Uplift ------------------- ---------------------------------------- **% UPLIFT X** I . ,*;;,HANGER -*. H5 = -455 HUS26 If -1286#(100 1ply)) MTS12 = _,000:(Jacks Only) HUS25 - + 33150 -15500(16d 1p I Y MTS12 - -20000(2 Each) HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -3786f(2 Each) (10d)l HHUS48 = + 5180# -20000(16d 2ply) MTT288 = -44550(2 Each) (16d)l HGUS48 = + 6640# -21990(10d 2p I y) MST60 = -4688"Per 2ply) I HGUS48 - + 8000# -2650:1 16d 2p I y) CS150 = -1650#(Each) I HGUS5.5- +113350 -3945 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 2 160 TOE-NAILS AT TOP CHORD. PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD. R=37# W=i"B 11'6"4 6 2X4 (Afl"� 4"3 '21 10' -3' R=384# W=3"B R=14# W=i"8 TAG T51 SEQ: 68588 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 12 TOTAL = 12 REV. 17.2m SCALE =0.5000 *ALPINE ENGINEERED PRODUCTS. 1IMC. TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF X*IMPORTANTX SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANULING, ERECTION AND "�141 " — DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASIM QUIREMENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10 0 PSF DRWG A446&A 8 EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PHOPER 5606 - TRUSS AND UK ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0 0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF z 47 .0 RID t CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PHOP 0 EE�k5 TOT.LD. PSF O/A LEN- 3-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. I IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRAC TOR IN 11 - TPI - TCII,��, M ATF [N�TITWTF 1q91 NATTONAt n,mGN spFrTFirAT101 Frl� jc;PArTNG P4 0 a(-k ob: (5-3698) LOT 9Q-2 / J V3 CDR JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 1.25 1.25 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W-Gravity H-Uplift --------------------------------------------------------------- WWI* UPLIFT WNW I WNW HANGER mx* H5 = -455#(Jacks Only) HUS26 = + 2751: -12860(10d 1ply) MTS12 - -10000 i HUS26 - + 3315 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42998 -1660000d 2ply) MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply) MTT28B = -44550(2 Each) (16d)l HGUS48 = + 6640# -2199#(IOU 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -26500(16(1 2ply) CS150 = -1650#(Each) I HGUS5.5= +113350 -39450(16ci 3ply) ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS PROVIDE 2 16d TOE-NAILS AT TOP CHORD. PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD. 6 F;- )4,19 7 12 2X4 (A 1) 11"11 4"3 2' CT' R=441# W=3"8 R=-15§#-W@#"W=1"8 TAG T49 SEQ: 68582 PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY =_ 2 TOTAL 2 REV. 17.2m SCALE =0.5000 tALPINE ENGINEERED PRODUCT& INC TRUSSES REOUIRE EXTREME CAW 12/05/95 TC LL 30 .0 PSF REF )(XIMPORTANTMix SHALL NOT BE RESPONSIBLE FOP INNY WARNINGIN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN % TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEIB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP Z, BC DL 10 .0 PSF DRWG A446 GA B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150& 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT LD. 47 .0 PsF O/A LEN. 1-3-0 CONFORM W/APPLICAaLE PROVISIONS Of NOS& TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/j/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 DUR.FAC. 1 .33 IN ONLY. AND SHALL .01 BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRAC 1014 -IF[ - I'll IS I" IF I1qTjI11TF NDq 1941 NATT(INAI nFST��N�OFrTFtCATT�N 10� -11 1-1-1-11, '.;PAC TNG P4 n ITN'111 i ark ob: (5-3698) LOT 90-2 / J J'0 CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 1.00 1.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. 14EAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING ISBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- WWII UPLIFT xx* I MIT* HANGER *** H5 = -455#(JaCkS Only) 1, HUS26 + 27510 -12860(10d 1ply) MTS12 - -1000 0 HUS26 + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 + 42990 -i6600(10d 2ply) MTT28B = -3786#(2 Each) 1106)1 HHUS48 + 5180f -2000#06d 2ply) MTT28B = -4455#(2 Each) (16d)l HGUS48 + 6640# -21990(10a 2ply) MST60 = -46813#(Per 2ply) I HGUS48 + 80000 -26500(16d 2ply) CS150 - -1650#(EaCh) I HGUS5.5- +113350 -3945#(16a 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 2 16D TOE-NAILS AT TOP CHORD. PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD. 6 10'6"4 2X4 (A 1) 10-31 10. 4"3 2' R=505# W=3"8 R=-228#-W6#"0=1"8 TAG T52 SEQ: 68590 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 12, TOTAL 12 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS IK TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF )(XIMPORTANT)(*SHALL MOT BE RESPONSIBLE FOA ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM 1"15 DESIGN OR IHESE SPECIFICATIONS. OR ANY BRACING. SEE hill-91 BY TPI. SEE THIS DESIGN us 1, TC OL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GAIEV. STEEL MEETING ASIM GUIREMENTS UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG A446 GA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER :7 606 RAG TRUSS AND UM ESS OTHER.ISE LOCAiED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - BC LL 0 .0 PSF 1 0 0 CONNECTORS PEA DRAWINGS 130, 150 & I&OA-F. DESIGN STANDARDS WITH PROPERLY AITACHED AIGIO CEILING -- SEE STAT OF 0 0 CONFOAM W/APPLICABLE PROVISIONS OF NOS F TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/9t) FOR PROPER TOT.LO. 47 .0 PSF .O/A LEN. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF YH is IN ONLY. AND S"ALL NOT BE RELTEO UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. IDUR.FAC. 1 . 33 TPI P�Af� TN�tJHITF NDS 19qI NATTONAt nF�TCN�PFrTFj('ATjnN FOO W.— ISPAC TNG ?4 0 T vr�r ri r JOb: (5-36981 -LOT 90-2 / 1 7*0 HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BX_TRUSS MFF4 TOP CHORD 2.4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 210 200 WEBS 2x4 SP 03 SRG.LOC IFT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5-00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (+)=Gravity (-)-Uplift --------------------------------------------- ----------------- A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24* O.C. *** UPLIFT xxx I *** HANGER %*m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -4550(jacks Only) I HUS26 - + 2751if -12860000 Jp I y MTS12 = -10000 1 HUS26 - + 33150 -1550# 16d 1ply MTS12 - -20000(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT2BB - -37860(2 Each) (10011 HHUS48 - + 51800 -20001060 2ply) MTT28B = -44550(2 Each) 1160)1 HGUS48 = + 66400 -21990(100 2ply) MSTBO = -46880 Per 2ply) I HGUS48 - + 8000# -26500116a 2ply) CS150 - -16500(Each) I HGUS5.5= +IIA,350 -39450(16d P ly) ----------------------------------------- 12 7 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTIHANG01 BE-TATLS PROVIDE 3 16d TOE-NAILS AT TOP CHORD 12 1101.4 ppnVinr -4 49d 1097-NATIS AT nnllnu r56Rn 412'6"8 1 .5X3 0 4.24 __T_ 2X4 (At) 4'3 �_v 1 . X4 2'9 15 9' 10 13 4'2 15 - 5 9 6 - R=563# W=4"15 123# R=285# W=1"8 TAG T53 SEQ: 68592 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY _6 TOTAL 6 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PROCUICTS. W. TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF x*IMPORTANT*)(SHALL NOT BE 14ESPONSIBLE FOR WV WARNING IN HANDLING. ERECTION AND DEVIATION FROM UiIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY 1PI, SEE THIS DESIGN TC DL 7 .0 PSF DATE Ig/05/95 FAILURE TO BUILD IHE TRUSS IN CONFORMANCE WITH UST86 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG A446 GA a EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5506 TRUSS AND UNLESS OFHE4WISE LOCATED ON THIS DESIGN. POSITION EV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- C CONFORM W/A�R[CABLE PROVISIONS OF NOS& TPI AN ENGINEER 5 ALPINE TECHNICAL UPDATE (711191 F P SEE STATE OF TOT.LO. 47.0 PSF 10/A LEN. 9-10-1 ER t ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION F C_L 0 RI OUR.F R HOP SL AL FURNISH A C PY 0 HIS IN ON,Y. AND S11ALL NOT BE REL ICU UPON IN ANY OTHER WAY. DESIGN 10 IHE T14USS ERECTION CONTRACTOR. T Vr1F IPJ - t�' , P,AIF JN�IITIITF 1991 �LAILQqAl 2t�� N� Q0,I I�O n CqNqTPUr1j0N SPACTNG 9FF ARnVF a c k DO: (5-3698) LOT 90-2 / J 3'3 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP C1HORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF 1BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. W-Gravity H=Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MM* UPLIFT m** I *M* HANGER xx* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455#(Jacks Only) I HUS26 + 2751# -1286#(10a 1ply) MTS12 -10000 1 HUS26 + 33150 -1550#(16d 101y) MTS12 -20000(2 Each) I HHUS48 + 42990 -1660f(IOd 2ply) MTT2BB -37860(2 Each) (100)l HHUS48 + 5180# -20000(16d 2ply) MTT28B -44550(2 Each) (16d)l HGUS48 + 6640# -21990(10d 2ply) MST60 -46813#(Per 2ply) I HGUS48 + 8000# -26500(16d 2ply) CS150 -1650#(Eacn) I HGUS5.5= +11335# -3945#(16d 3ply) ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 137# Cn 7 5 2 2X2 4.24 2X 4 (A 1)7" 4 1'3 9 1 .5X3 2'9 15 4'7 2 - 4'7 2 R=453# W=4"15 R=90# W=3" TAG T48 SEQ: 68580 PLT. TYP.-ALPINE DESIGN CRIT=TPI 0 T Y _L-, I TOTAL = I REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOLICM INC, TRUSSES REOUIRE EXTREME CARE 12/05/% TC LL 30 .0 PSF REF X*IMPORTANTXX SHALL NOT BE 14ESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIB-9i BY TPI. SEE THIS DESIGN US TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH usTaa By TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING HE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, IOP BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECIOAS PER DRAWINGS 130. 250 & 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE �IR STATE OF 7-2 HIS E�I_A ot CONFORM W/APPLICAaLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711191 OR PHUPER TOT.LD. 47 .0 PSF O/A LEN. 41,7-2 1 1 - 'ir�:- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A GOP Y OF FHI CIRI "I, [DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR 1�[ - In �1,- 11�TJTIII� �L91Tf�' �!911,H qPFrT11C,'T111� w,- qPArTN(-. OFF ARnkfF IT-7 ob: (5-3698) LOT 90-2 / J 7'0 TRAY END JACK THIS DWG. PREPARED FROM COMPUTER INPUT_(LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 82 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 03 GRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift ------------------- ---------------------------------------- WNW UPLIFT XXX I Xx* HANGER *Km H5 . -4,95#(Jacks Only) HUS26 + 2751# -12860(10d 1ply) MTS12 - -1000# i HLJS26 + 3315# -1550#(160 1ply) MTS12 = -20000(2 Each) I HHUS48 + 42990 -16600110d 2ply) MTT28B = -3786#(2 Each) (10MI HHUS48 + 51800 -20000(16d 2ply) MIT28B = -44550(2 Each) (160)1 HGUS48 + 66400 -21990(100 2ply) MST60 -4688#(Per 2ply) I HGUS48 + 80001 -26500(16ci 2ply) CS150 -1650#(Each) I HGUS5.5= +113350 -3945#060 3ply) ------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS MAU -1AILS AT TOP CHORD, W 1% 111E TE TUE-NAILS AT BOTTOM CHORD. 11'6"4 1 .5X3 C) cu 6 r, 2X4 (A I) 4"3 3 4X5 (R) �_2 4 3 8 -2 8 8 7' R=526# W=3"8 R=27# W=I"8 TAG T43 SEG' 68570 PLT. TYP.-ALPINE DESIGN CRIT=TPI OT Y_-_A TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCFS. INC. T1u11E1 1E1UIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND TC -7 .0 PSF DATE DEVIATION FROM [HIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIEJ-91 BY TPI SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OL 12/05/95 ALPINE CONNECTORS ARE MADE Of 20GA GALV. STEEL MEETING ASIM UUIAEMENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 ]RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD z BC L L 0 -0 PSF RAG CONNECTORS PER D14AWINGS 130. ISO& J60A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF /"9" FOR PROPER 7-0-0 S.A COPY OF THIS t N f)e _ CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR PHOPER 'q, TOT.LD. 47 .0 PSF O/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENI DEPICIED HCHE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE 14ELIEU UPON IN ANY OTHER WAY DESIGN TO THE T14USS ERECTION CONTHACTOR F_ _ N�"_T' "", E P4 - TPT - Tk�� PtAIF !N�Tj!,�TF 1q91.!jAU0� ICN 1— 1 NG ?4.0 e c j�q �nn� ob: (5-3698) LOT 90-2 / J 5-0 TRAY COR JACK THIS DWG. PREPARED FROM COMPUTER INPUTJLOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100-00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- N*x UPLIFT *xx I *** HANGER xxx H5 -455#(JaCkS only) I HUS26 + 2751# -1286000a 1ply) MTS12 -1000# 1 HUS26 + 3315# -1550#060 1ply) MTS12 -2000#(2 Each) I HHUS48 + 4299# -166OO(IOd 2ply) MTT28B -37860(2 Each) (JO(Al HHUS48 + 5180# -20000(16d 2ply) MTT26B -4455#(2 Each) (1601 HGUS48 + 6640# -21990(10d 2ply) MST60 -46813#(Per 2ply) 1 HGUS48 + 8000# -26500060 2p I y) CS150 -1650#(Each) I HGUS5.5= +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 2 16U TOE-NAILS AT TOP CHORD. PROVIDE 2 15d TOE-NAILS AT BOTTOM CHORD. R=170# W=I"B i .5X3 0 6 2X4 (Al) -4 L-3 3 4X5 (R) 2 4 3 8 I C.-I 5' -1 R=445# W=3"8 R=7# W=I"B TAG T44 SEQ: 68572 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRO—TO. INC, TRUSSES REO IRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF )(*IMPORTANT*x SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLINU. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPEC IFICATIONS. OR ANY BRACING, SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD TK ]RUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE COWCIORS ARE MADE OF 20GA GALV STEEL MEETING ASIM QUIREKENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG A446 GIL 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND LO&ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF RAG CONNECTORS PEA DRAWINGS 130, 150& 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 5-0-0 CONFORM W/APPLLCA8LE PROVISIONS OF NOS& TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/9t) FOR PROPER 0 RID Nr SEAL ON [HIS DRAWING APPLIES TO THE CO-PONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS IDUR.FAC. IN ONLY AND S—IL NOT BE REi IEU UPON IN ANY OTHER WAY DESIGN TO IT* TRUSS ERECTION CONTRACTOR j-PArTMr - 4 0" 1, �,npr JOb: (5-3698) LOT 90-2 / J 3*0 TRAY COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT---(LOADS & DIMENSIONS) SUBMITTED BY TRUSS- MFR.. TOP CHORD 2.4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10,00 PSF TOTAL DEAD LOAD. WIND SPEED - tOO.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN-BUILDING-(SBC) -------------------------- -------- -- ----- ---- ------ - ------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REGUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W-Gravity (-)-Uplift ------------------- ---------------------------------------- X*x UPLIFT X*x I **m HANGER **m H5 -455:(Jacks Only) 1 HUS26 m + 27510 -12866(iOd 1pIY) MTS12 -1000 HUS26 - + 3315: -1550#(16d 1ply) MTS12 -20001(2 Each) I HHUS48 + 4299 -1660#(10d 2ply, MTT28B -37860(2 Each) (100H HHUS48 + 51800 -20006(16d 2ply) MTT28B -4455#(2 Each) (160H HGUS48 + 66401 -2199800d 2ply) MSTBO -4688:((Per 2ply) HGUS48 + BOOOP -26500(16d 2ply)) CS150 -1650 Each) i HGUS5.5= +11335# -39458(16(J 3p I y -- - -------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 2 16d TOE-NAILS AT TOP CHORD. PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD. R=37# W=I"B T lt�9'6"4 18'8 2 2X4 Z -4 B"2 4"3 3 2 3' R=384# W=3"8 R=14# W=1"B TAG T45- SEQ: 68574 PLT. TYP. ALPINE DESIGN CRIT=TPI QTY_ ! 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALP ENGINEERED PROOMCM INC TRUSSES REQUIRE EXTREME CARE 12/05/95 TC LL 30 .0 PSF REF )(IMPORTANT r.2MENOT BE RESPONSIBLE.IN' WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS, OR ANY BRACING SEE HIO-91 BY TPI. SEE THIS DESIGN Us TC DL 7 .0 PSF DATE 12/05/95 FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH QSTa6 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING WE I ��u -- 1 11 1 BC OL 10 .0 ALPINE CONNECIORS ARE MADE 01 20GA 6AIEV STEEL MEETING ASTM QUIRE14ENIS UNLESS OTHERW ISE INOICATEU. TOP PSF DRWG Vt 4A6 GA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER A I - . 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - x BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150& i6OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LO. 47 .0 PSF O/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS& IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/9t) FOR PROPER toR," - I SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS LDUR FAC IN ONLY, AND SHALL NOT BE HELIEO UPON IN ANY OTHER WAY DESIGN to THE TRUSS ERECTION CONTRACTOR INE JqPArT�ir I ob: (5-3698) LOT 90-2 / J 7'0 TRAY HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)_SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 240 200 WEBS 2;X4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W-Gravity (-)-Uplift --------------------------------------------------------------- N** UPLIFT **x I *m* HANGER *xm H5 -455#(JaCkS Only) I HUS26 + 27510 -12860(10d 1ply) MTS12 -1000# 1 HUS26 + 33150 -15500(160 1ply) MTS12 -20000(2 Each) I HHUS48 + 4299# -1660#(106 2ply) MTT288 -378(j#(2 Each) (10d)l HHUS48 + 5t8O# -2OOO#(t6d 2ply) MTT288 -4455#(2 Each) (16d)l HGUS48 + 6640# -21990(10d 2p I Y) MST60 -4688#(Per 2ply) I HGUS48 + 8000: -26500(166 2ply) CS150 -1650#(EaCh) I HGUS5.5- +11335 -3945006d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS R=375# W=1"8 2X3 1.5X3 4.24 2X4 (Al) 4"3 2.12 4X6 (R) 2'9" 15 6 0 13 3 10" 9* 10"13 R=731# W=4"15 R=38# W=1"8 TAG T47 SEQ: 68578 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 12/05/95 TC LL 30.0 PSF REF )(*IMPORTANTxm SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-92 BY TPI. SEE THIS DESIGN 00 us TC DL 7.0 PSF DATE 12/05/951 FAILURE TO BUILD THE T14USS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS APE MADE OF 20GA GALV STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE IN01CATEO, TOP BC DL 10.0 PSF DAWG A446 OR a EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0, 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BUT I ON CHORD BC LL 0.0 Ps 13 CONNECTORS PER DRAWINGS 130. 150 L ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CETI ING - SEE CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI� AN ENGINEER S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPEL" STATE TOT.LO. 47.0 PSF G/A LEN. 9-10-13 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY (IF 11115 Al IN ONLY, AND SPIA11 NOT BE RELIEU UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTFLAC I UR FDUR.FAC. 1 .33 61N E%AS 11�1 I,ATf Tl�l I 1117F NF19 lqqi NATTONAi nv�TCN_�R CIFICATinN Fnn wo-rn-TI! 19PACTNC, P4 0" JT�11 -;nf-r