The URL can be used to link to this page

Permit 1058 Little Cypress Key (vault) (2) MAP SHOWING BOUNDARY SURVEY OF LOT %1131 AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN FLAT BOOK 44, PAGES 60 THROUGH 8013 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: Alaor# iFLONA4. 1r1,4SS- 1C' .0/0W.S BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-W AY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. 100 P5: fZ 91,41'10M5 4W4� fA0WWA11j16: (/J�z). w,0 qF)TX? rV N4770MW 64--CO-c&C y4-477leoq4 VAI W 126 f-923 SE7LVA IjP4 LOT 88 " TWO PLAT BOOK JPA'S N2 9*06#1 LOT 89 66.0()o Ip 4p 75' DRAINAGE t' ASeMENT 1A tip i t� tA wkk g, 4� 14 t�Obw% N AMR 4" ).4 Z(NO CAII) RECEIVED q'P P,R.C� p b- CP %.1 ?()I ts, FEB 6 1997 City of Atlantic Beac LITTLE CYPRESS KEY Building and Zonin� CUL-DE-SAC AlMql, X4WV,4F�' 9- -15,9 NOr-f-, -5-fr I IROW (,var,0,0) , FL'44W A(4 il;rw" F041N,0,4;r10tV .5VqVeY 06. -vLf,4A0 I HEREBY CERIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS TH;-t MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027o FLORIDA STATUTES). AND FURTHER CERTIFY THAT w FOUND CONCRET� MoNuMENJ THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, 00 1 U 0 1�2:� FO N IRON 2 SET IRON - 114 1704 S.R.L. BUILDING RESTRICTION LINE FLOOD CER11FICATE:THE LOT SHOWN HEREON IS IN FLOOD CLARSON AND ASSOCIATES* INC. a QF-NTRAI, ANGtE I.X11 R RADIUS ZONE AS SHOWN ON THE FLOOD INSURANCE RATE 1643 NALDO AVE,, JACKSONV11-41E, FL., -32207 A ARC LEN07H MAP, OOMMLINtTY PANEL NO. 120075 - 00010 , DATED 4#,V�789. CH CHORD P'C. POINT OF CURVATURE r P T, POINT oP tAmOmcy SURVEYED APRIL 6 F:R r-Olml OF nvmm wwre, P,Nc: POINT OF COMPOONO CURW. FD. FOUND SCALE: R/W RIGHT-OF-WAY FIELD BOOK 5,37 PAGE 67 SURVEYOR NO, 2361, FLORIDA OFFICIAL RECORDS VOLUME t 5(03 ;p4r 5-60,Ps-14 JOSE A. HILL I HHLL HTL BCH TEL No . 247580S Apr 3 , 95 15 : 31 No . 010 P .02 FL=oPLAIN DcVrLOPjv&:Mr SUPORMATX018 Typw of Flood Zones R*qmlred Lowest irloor jSAev0tgonV__X.;�--, rf building Is located Within a 910od hazard zone, a suvwoi Muldt. bo isedo AFren THIC SILAS MASI BVEM POURED, c*r%A9yLnjp that the Lowrsr FLOOR CL6VArxcm in equai to or above the base fl000 elevation establi"od Car that none. No final Inapectlon wgjLl bo mode and no c,artAticate, of Occupancy vill. be loaued until the survey to an -gA:iw* with the buildIng Department. ApplIcaot - AcknOM&O"We"ta 9 uftdorstand that the Aosuence ag thLo peralt Am gostAngont uPgu% the abowe AnCorsatLon boing corredt and that the p4mam wW moppos &no data have boon or wholL be provided as required. Z SgrOW *0 00OP13P wAth SLA applIcable provisions *9 ardAftenow No# "-7-19 and mlJL other JL*wa or ordl.nancais m4fectIng the proposed dovoleppment. SAgnaturwi.,------------------------- ---------------- Department Use Pa'quir0d LOwvvt MOM WX*Vft%Aon ^a Built Lowest raoor agewstlo. : .--�--7.:%X: Survey PlIed with glutlding D"artme"t KIN 9;;; n wprv=&d1-ft-t-Zt-1VW P800 3 TREE CONSERVATION BOARD Minutes of October 21 , 1996 The Board held its regular meeting on Monday, October 21 , in the City Commission Chambers . Present were : Rick Beaver, Vice-Chairperson Judy Jacobson Mae Jones Rick Bell Staff: Carl Walker The meeting was called to order at 7 : 35 PM by Rick Beaver in the absence of Hope Van Nortwick, Chairperson. The first application for tree removal was on Lot #113 , Selva Lakes. Wayne Haddock, representing the builder, was present for review of this and the next three ( 3 ) applications. Board members reported that this lot was already cleared when they arrived for an on-site inspection. The application and site plan showed 4 palm trees with a total DBH of 54" for re- moval and 1 pine with a 12" DBH. Discussion followed, pri- marily on the removal of the trees prior to Board approval . Judy Jacobson moved to accept the application, as presented, with a notation that the removal has already taken place of 3 -18" DBH palms and 1-12" DBH pine ; replacement is required, on site , of 27" DBH palms or other hardwood trees , and 6" DBH of pine or other hardwood species. Mae Jones seconded and the motion unanimously passed. Mr. Haddock submitted a revised application for Lot #1 , Block #124 , Sec. H. as placement of the house was changed on the lot to comply with setback requirements . The only protected tree to be removed, according to the revised plan, was one 18" palm. The Board , however, voiced concern on a 21" DBH oak on the lot. While that tree is not proposed for removal , it was felt that the fill required on the lot would make it very difficult to save the tree . As a result , the Board recom- mended that it be removed. It was agreed that an 8" DBH oak to remain on the lot could be used as partial mitigation for the removal . That tree was so indicated on the site plan. Rick Bell moved to accept the application, as revised, to allow removal of a 21" DBH oak and 18" DBH palm and that an 8" DBH oak could become a protected tree for mitigation pur- poses ; replacement must be made , on site , of 3" DBH oak and of 9" DBH palm or of a hardwood specie . The motion was se- conded by Mae Jones and unanimously passed. CITY OF ATLANTIC BE A A, j;-" TREE REMOVAL APPLICA 9N,-,. 1996 Ali apallcmicop must be reoalved by 5 P.M. an the MQNDAY_prPhil "O�pe�l ng Mgtlng in order to ba 12faced on lhe sigeryda for cons(d2ratton, INCOMPLETE AFTLICATIONS WILL NOI 13E EROCESSM. 1. 133--73t-0 APPLICANT NAME ADDRESS TELPPHONE Y--� 3 2. ---- /nIn Li We a�� 4z ADDRESS OR LEGAL DESCAIPTION OF PkOPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL:�T& d 4. SptcCIFY TREES PROPOSED FOR "r-als L Ag FOLLOWS: NUM13ER SPECIES DIAMETER (DSH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED:----,. 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER p 1 4 Ll U')a 7 1 W I-IWW I I Tl 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, Including proposed grade changes b) Existing and proposed buildings and other improvements Wth dimensions and required setbacks o)Tree protection zones as applicable d) Location, D8H and species of all tress with a DBH of six Inches or greater a) Location, D13H and species of all trees vAth DBH of less than sIx Inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked Wth a Or h) All existing and new trees proposed to be used for mitigation clearly marked with brackets 0[ I'm 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BYJM SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS BE CLEARLY MARKED ON SITE BY 13LUE SURVEYORS RIBBON. 11- INCOMMETE APPLICATIONS WILL NQ1 BE MCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: rdCANTSSIGNATURE DATE AS'SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE r,eN e'�I n�I eN ei T ne 4 n7 t t4w "7 nki -im I Q')a I f W 77WU I T1 MAP SHONNG- PLOT PLAN OF LOT 111 AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT SOCK 44, PAcES so THROUGH 800 dF THE CURRENT PUBLIC RECORDS OF DUVAL CWNTY. FLORIDA. FOR: SHAFM AND SON$ ENMPRISES PEARINC REFERENCIE OWING SHOW ON-ftP4T-OF-WAY LINE ;'MON 15-THE Sj�yg_ AS SHOWN ON THE ABOVE MENTIONED PLAT. %p SELVA LAKES 01.r rWO Pt'A'r 9001( 'C.3' PAGE Vol Lor as N2 Lot as 9 067E 6.000 75' DRAINAGE EAS04ENr AIC 's-V zly %pi to," 7- -4 19 to ha ult t alp. th. 4 of t got P.R.C. LITTLE CYPRESS KEY CUL-DE-SAC P.R.C. FLOOD CERTIFICATE THE LOT sHoww mmom IS IN FLOOD PREPARED BY., ZONE AS SHowN ON THE FLOOD INStiRANCE RATE CLARSON AND ASSOCIATESP INC. MAP, COMMIJNITY PANEL NO. 120075 - OOOID , DATED 4-17-89. PROFESSIONAL LAND SURVEYORS Ays,e 30 1996. 1943 NALDO AVENUE DAM__2qy .JACKSONVILLE. FLORIOA, 32207 SCALE, 1" = 20' CITY OF 4&4d4C BW4CA-&7&Ua#42 Office of Building Official REQUEST FOR INSPECTION Permit No. Date Time A.M-. Received PM. Locality Job Adcrje-S-1s-- Owner's Name Contractor--, �BUILDING' CONCRETE ELECTRICAL PLUMBING MECHANICAL ru'Llmg---' Footing Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. (TLhusj Friday A.M. Inspection Made -PM. Inspector-- Final Inspection E Certificate of Occupancy Date CD CD CD Cd, 03 7S lk .A CD CA �A, CD�O C 10 CD -7- CiTY OF XWS�Ilda 12ec,1114- Office of Building Official R I EQUEST FOR UNSPECTION Permtt No eceived Owner Name Contractor 3UILDING CONCRETE ELECTRICA PLUMBING'---- MECHANICAL F!a:ning Fooling Rough Wiring Air Cond. & Re Roohng Top Out Heating S�ab Temp Pole L Insulation Lintat �_7 Final F Sewer Place E Fab READY FOR INSPECTION Friday A.M) Mon. Tues, Wed. Thurs. PM A.M. Inspection Made RIM. Final Inspection Certificate of Occupancy Date CITY OF Office Ot'E=Li cl�in;�f'f cial Z7 REQUEST FOR INSP CTION `0 f ic*c L ff Cia, I' Ing Q 7UEST F R INSP CTION Date 9,� Permit No. T1 me A.M P t Recpived Lo, Job Address Locality Owner's Name Contractor CONCRETE __EL E qT 7�PLYMBIN M C BUILD14 R!pAL��-,7 E,( HIANICAL Rough Wiring -7�ocbtmo Air Con Re Rooting Sla Temp Pole Top Out Heating Insulation Lintel Final Sewer F� Fire Place E Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday P�M A,M. Inspection Made FIVI. Final Inspection E' Certificate of Occupancy Date TRANSMITTAL DOCUMENT FOR JEA DATE: /5-- 96 The following permits have passed "rough" inspection: Permit No. Address 5 ff fintoxxsw&yamexxxxxxXgxkue*xmgpW x6Qfxjdxk*xVwmdAM. Please update your records accordingly. CITY OF ATLANTIC BEACH /vcb Officc of BuRding fi I f cial REQUEST FOR IN F ION Date Permit No, -------------------- Time A M Re,�;ewed RM, Job Addfes� Loc it ,Om ne! Contractor NaTnr CONCRETE ELECTRi;0Ai—' 'MECHANICAL Air Cond. & Tc mi-)Pole Top Out _Healing P,E. Rr!,��ing Final Sewer Fire Place PEADY FOR INSPECTION Pre Fab A,Ml Thu�s, '?on Tue� !pCi A,W1, P,Vt. Firiai Inspedion Certificate of occupancy Date CITY OF 4&aodx Beac,4-1"' L/ Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received RM. A ZZ ,Job Adc [ocality Owner's Nam ---------- Contractof--f' B BUI UILDING CONCRETE ELECTRICAL PWMBING MECHANICAL r MT Footing 7 Rough Wiring Rough Air Cond. & Re Rooting Slab Temp Pole Top Out Heating Insulation >K-� Lintel Final L- Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. CT h u,! Friday—Q�D A,M. Inspection Made -P.M. Inspector— Final Inspection E Certificate of Occupancy Date LAN N. OR OF ADDITIONS or CORRECTIONS DO NOT REMOVE j a DDRESS DATE 00!�-e �' 7-rl-4�� //- F- ?&- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 46�A- .OL) 106ps( 'n 0�j !!9 Lj to r-t. L $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 After additions or correctionr- made, call 2A7-r-'-- CITY OF ATLANTIC BEACH, FLORIDA Appro"d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: q 19 IMPOBTANT NOTICE: IN CONSIDERATION 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. ER-0008471 960 to &Ibv &w* & ,-- 1�1,:::��-.,� `�--1 - 14231ME25Z ELECTRICAL FIRM: MAST R ELECTR#61AN SIGNATURE JOURNgYMAN Lof 113 NAMEnor�kl�61AQ-N D RESS: 105'� D BOX- BLDG.SIZE -BETWEEN:7tL-prrL4--<).Cju,,- La�ps of RES.O'f-- APT. COMM.( PUBLIC I INDUS.I NEVP('g::4- OLD I REW.I I AODITION ( ) TRAILER ( ) TEMP. ( SIGNS ( ) -SQ. FT. SERVICE: NEWi- INCREASE ( REPAIR ( FEE elt - --- CONDUCTOR SIZE /-56 AMPS COPPER ALUM.V-1- SWITCH g1j:S�E ISO AMPS PH 3 w VOLT 100C, RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE INO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMP6. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMM I ovgn APPLIANCES i I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT] KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORM ERS: UNDER 600 V. OVER60OV. INO. I KVA I I.I I NO. lKVA NO.NEON TRANSF. NO. VA. -]-MA.]-[MOTOR SIZE SWITCH FLASJHER EACH SIGN T F IW E ORWARDED TOTAL FEES PARTMENT OF summo 10 SEACH ITY OF,ATLANT cl OWTION -------- LOCATI ON IN? 120 9 Address 10,0 LITTLE: CYPR1SS KEY. Wfj-C �UAOR, :j?,LOR1DA-, 32233,-' '-Mi t Ty0e:#LU,%b1N0e E6AL DESCRIPTIOW A", of w wrk 09w Lot,: 1 Twp I, Block: e t �,togt r TYp!0:Wt gg: Ip*1 Ly d, 1kn So ti0fi-, e 0 Sub Subdivision#AELVA 'LAXIMS': 1 ings 0 , 'Value: 0 .00 0 .00 , to v. 71400- -,Totra e' 00un't Tjti'xm Rai=Nczr AppetataTION FUS -------I--- g; qpf, 71.00 CLASSIC HOM S 4y 61W)A 3 VeZ" V 24& TI A 32210 r EFM URNG mpm rf OR"AM FOOTMS MMI R WE OF I-MME PERMIT VOID SIX MONTHS AFTS AJ�ERIAL,AUBBBpH 0kND DEBRIS FROM THIS WORK MUST,NM 85 PLACED IN PUBLIC SP SU04NG M AP,E,AND MUST BE,, UP AND,HAULED,AWAY BY,lk"' &C'ONTRACTOR OR OWNER c", UE N "W, -WIfTNIHE MECHA �LA RESULT RE� AWMICE FORTHE Ew AA A104 MR ISSUED c -TO'A ARE PART OF THIS PERMIT AND SUBJECT- AC *ADING Ppfmr;D PUw8WHIcH TO OF 'LAW. OF BU1,01 DEPARTMENT Total paynnt CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUNAIRING QQ AND ADDRESS: P. 0, BOX 14668 TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4 STATE LICENSE NO*. TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURZS INSTALLED SINKS -SHOWERS ---LAVATORY WATER HEATERS BATH TUBS ISHWASHERS URINALS DISPOSALS -CLOSETS FASHING MACHINE FLOOR DRAINS S ER PANS OTHER TOTAL FIXTURE COUNT: $3.50 + $15 00 -------------------------------------------------i------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT ZDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826 PIMMEW Of SUIUD" 0 -Y OF A NT n' TLA IC SEAQH` PERMIT',INVORHATIOX LOCATION INVORNATION Permit, Numt4rb. Address, 1b,S1$,',L1TftZ-'.CYPRj9SS IKEY :4 :11-1 1 - I I Ic AiMca FLORIDA 322 33e , Et, *� peiikit Type*m ICW --------- -LZOAL DRSCRIPTION '01 a0s 0 f Nor , ., 0 type,*.,000p,� MOM Block Twp 0 SuIA: Rnq: 0 Proposed, Us*ot'ST40149 FAMILY 'Sectioo: V LAKtS Subdi Vision 44�Sr.L astl Value,. cost: 0 00'� T'otat F4 si; 47 .00 .;1w6rk AND AIR MINI rry, 4##WCATION 'FEES I,, — I I I 1 47.00 Voz Ic KbAw T Add, 01WAY IDA 32 ph ATI N ataim COND. 14 FLORIDA .12073 Lico T 3 NMS: -0cm 8104NSPEC11*,9EfM PWRM , M...4",��POAMS AND FOCMNGS MWT PE SIX MONTHS AFTER 0ATE-,0F ISSIM'. RMITV010 �'—OUIU RK MUST NCFt BE PLACE IC SPACE,AND MUST BE, XNG-MATERIAL,f W."11SH;AN'DiDEBRIS FROM THIS WO 0,44PUSI. wy,15y CL ED' W iITHEk-O6NTRAC-r6R 08 OWNEW UP�ANI)i.HAULW A, IAWCANARESULT 1W ' URIE THE MECHANIC'S VEN P01"TWICF. FORTHE,'Pq!�"IMPR pLANS wHICH ARE PART OF THIS PEf IMITANI), PFA P1:W1SI0t4S: F LAW. PKJCA$I,9 '0 UAW: -ApI4 W"I EA49 �,.ATLAWIC SE %)'IWJ D - 101, pi BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, I -ORIDA 32233 APPLICATION FOR MECHANICAL PERWT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11. 111, and IV. Street Address: /'//�? LOCATION OF lnfsrsecfing Streets: Between And BUILDING Sub-division 111. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in fk.) above statement we hereby agree to perform said work in accordance with the atta6Led plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s Heatincr & Air— Contractors Contractor I Print) Cond. Inc . Master CACO-18970 Name of M-48 Property Owner Signature 0 Own: Signature of or Amfhorix!d Ag n hilled or Engineer 111111. GfNERAL INFORMATION A, Type of hosting fuel: E3. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? Gas—0 LP C] Natural [3 Central Utility IF YES, G4E NUMBER OF CONSTRUCTION 13 Oil PERMIT 13 Other — Specify IV. MICHANICAL E9UIPMENT TO BE INSTALLED NATURE OF WORK (Provide completo list of compon*nts on back of this form) Residential or El Commercial IHost 0 Space [3 Recessed "'�Central 13 Flow New Building A;r Condifloning: E3 Roof" kf--Contral Existing Building Duct System: Mator;el—*40— 662!:4AJThiclkn*sL_A�' El Replacement of existing system -4`�New Installation(No system previously Installed) Maximum capacity c.f.m. C) Refrigeration 11 Extension or add-on to existing system 0 Cooling Iowan Capacity 9-p-m- El Other — Specify 0 Fire sprinklers: Number of heads [3 Elevator 0 Monlift 0 Estalato (number) THIS SPACIE POR OFFICS USE ONLy E3 Gasoline pumps (number) 0 Tooks Inumber) Remarks [3 LPG confainom—(numbiorl C3 Unfirod pressure vessel 0 8011M Permit Approved Data— b othw — specify Pormit Fee Uffr ALL EQUIPMENT AM COND111110NING AND REFRIGERATION EQUIPMENT A V Number Units Description Model Number Manufacturer Id HEATING - FURNACES, BOILERS, FIREPLACES Capadty A"Mvft Number Units Description Model Numbe r XMIllufacturw (RTU) AgOMy 'a 03 7 TANKS Raw Many Nowitnali capectlity 7We LiquJd Name of Serial Approvmg and DIMenislons Contained MuLufacturell! No. olf CITY OF 800 SEMINOLE ROAD NI'LANTIC BEACH,FLORWA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 October 28 , 1996 Mr. William Walton Pulte Home Corp. /No . Fla. Classic Homes 8081 Phillips Hwy. , Suite * 14 Jacksonville, FL 32256 Dear Mr. Walton, At the most recent Tree Conservation Board meeting of October 21 , two applications submitted by your company were for tree removal in Selva Lakes subdivision. Specifically, these were identified as Lot # 113 and Lot # 63 . In both cases, the re- moval of the trees from the property had occurred prior to the Board meeting and without the required permit from the City of Atlantic Beach. Mr. Wayne Haddock, representing your company, advised the re- inoval prior to Board approval was an oversight . Following discussion, -the Board agreed to accept the applications as presented, with standard mitigation for replacement trees to be planted . The Board did not choose to invoke the provisions of para. 7 , See . 23-17 of the Tree Protection Ordinance as pertains to Enforcement . A copy of that section is attached. However, the purpose of this letter is to inform you that failure by your company to comply with the tree ordinance in the future may result in the Board taking action as required by these provisions . Should you have any question, please call George Worley at 247-5826 or me, at 247-5828 . a,cerely, Carl E. Walker Board Coordinator cpy: Jim Jarboej City Manager Alan Jensen, City Attorney George Worley, City Planner Tree Conservation Board members Arborist Association Pruning Standards for Shade Trees and the American National Standards for Tree Care Operations (ANSI #Z 13 3.1) shall be followed. Protected trees shall be pruned to remove dead or damaged limbs and to restore this natural shape and fertilized as necessary to compensate for any loss of roots and to stimulate root growth. Any damage to tree crowns or root systems shall be repaired immediately after damage occurs. 7. Enforcement; violations and penalties; stopping work, correction of violation; assessment and recovery of civil penalties. (a) Notice of violations, Whenever the Director has evidence that a violation of any provision of this subpart has been or is being committed, he shall issue a written notice or order upon the violator by personal service, certified mail or, by posting a copy in a conspicuous place on the premises where the violation has occurred or is occurring. The notice shall briefly set forth the general nature of the violation and specify the manner and a time within which the violation shall be corrected. (b) Stopping work. Failure to correct violations vAthin the time period set forth in the Notice of Violation, shall constitute grounds for the issuance of a Stop Work Order. All work on the site shall be suspended until the violations have been corrected. Correction of violation. A violation of this ordinance shall be corrected as follows: (1) By paying the pennit fee due the City for the work, which permit fee shall be twice the amount of the regular permit fee specified on the application which would have been due had the permit been obtained prior to commencing work, and by replacing the protected trees removed without a permit with new planted trees, unprotected trees or transplanted trees. The total caliper inches of the replacement trees shall equal the total caliper inches of the protected trees removed. A tree replanting plan showing how the damage caused to the site by the violation will be mitigated shall be subject to the review and approval of the Tree Conservation Board and the trees installed within the time limit stated on the permit. Replacement trees shall meet the requirements of Section 23.17.5, except that the minimum caliper of the replacement tree shall be four(4) inches, and the plan shall meet the requirements of Section 23.17.4, to the extent applicable; or (2) By paying the permit fee due the City for the work, which permit fee shall be twice the amount of the regular permit fee specified on the application, which would have been due had the permit been obtained prior to coinmencing work, and by making a contribution to the Tree Replacement Fund to compensate for each replacement tree which is not planted. The amount of such contribution shall be determined pursuant to the formula 10 described in Section 23.17, 5, b,(10); (3) If the site has been cleared and the trees have been removed from the site so that the Director is unable to determine with reasonable certainty the number of protected trees removed in violation of this subpart, the violation shall be corrected by paying a civil fine of up to $1.00 per square foot of land cleared, which fine shall be assessed by the Code Enforcement Board. The contributions and fines assessed under this subsection shall be payable to the City immediately within seven (7) days after assessment. All amounts received by the City pursuant to this subsection shall be deposited in the Tree Replacement Account. No work shall continue on the site until the tree replanting plan has been approved or the contribution and/or fine has been collected. (d) Appeals. A person aggrieved by an admiruistrative order, determination or decision of the Director may appeal the order, determination or decision to the City Commission. (e) Violation and penalties. A person who violates any provision of this section, and falls to correct the violation as provided herein shall, upon conviction thereof, be guilty of a violation of this ordinance and punished accordingly. A separate offense shall be deemed to have been committed for each tree removed, damaged, or destroyed contrary to the provisions of this ordinance. (f) Judicial remedy. In addition to other remedies and notwithstanding the existence of an adequate remedy at law, the City of Atlantic Beach may seek injunctive relief in the Circuit Court to enforce the provisions of tl�s section. The City shall be entitled to reasonable attorney's fees and costs, including appellate fees and costs in an action where the City is successful in obtaining affirmative relief Sec. 23-19. Tree Conservation Board. (a) There is hereby created an administrative body to be known as the Tree Conservation Board composed of five(5) citizens of the City. Each member shall be appointed and approved by the City Commission. An ex officio member shall be an individual trained in arboriculture, landscape architecture, forestry or some other closely related field. (b) All members of the Board will serve without pay. The members shall be appointed as follows: Two (2) for two (2)years and three(3) for three(3) years and serve until their successors are duly appointed and approved by the City Commission. Successors to the original members shall thereafter be appointed for terms of three(3)years. Vacancies caused by death, resignation or otherwise, shall be filled immediately for the expired term in the same manner as the original appointments are made. Members of the Board may seek reappointment but they shall not serve more than two (2) consecutive terms. AIL.A.'NII i LLE I-A 7'i 3 3 g L V -13 1 9 b I i i L L k) 5 MIN. RETURN PHONE Book 8-42-3 F�g 4,507 PERMIT NO� TAX FOLIO NO� N OT I C 1�01',*C 0 MME N C ENIE N T S"FATL Of FLOIUDA COUNTY OF DUVAL The undersigned hcreby gives notice that improvements wii) be made to certain rell Property. and in accordance with Section 713.13 of Floridaliatutes,the following inforinaiion is provided xithisNOTICE, OF CWMENCENIIENT. ,,-Fj-'Vi+ Lwwt�-"- 1. Description of property to be iinpro,,iedjot 113 ,Unit 3,according to the plat flier.,of,as recorded in Map Book 44 ,pages 6(A&60T3,of the public records in Duval, Flori1a. 2. General description Of imPTOVeTnen;' Construction of one single family residence d-welling. 3. Owner: Pulte Home Corporation Address: 8081 Philips Highway, Sul 1,e 14,lac.ksonville,Florida 32256 Chvner's interest iti property to be in proved.fee simple Fee simple Title holder(if other thar owner): Ple, 84e3 Name:NIA Address: N/A Pg: 507 l)rjcl4 96 1 79p-iL 9 Filed & Recorded 4. Contractor's Name: North Florida C!,issic Homes, hic, OVP7/96 Address, 8081 Philips Highway Suit, 14,Jacksonville,Florida 322i6 10:1.1:48 A.M. HENRY W. COOK CLERK CIRCUIT COURT S. Surety(if any): WA 6UVAL� COUNTY, FL Address: N/A Amount of Bond: N/AREC. 1; 6.00 5. Name of person makinga loan for th, construction of ibe above improvements: Name: N/A Address:N/A 7- The name and address of persons wid in the State of Florida designated by owner upon Whom notices or other documents may bc sei ved as provided by Section 713.13 (1)(a)(7),.--lorida Statutes: Name:NIA Address:N/A a. in addition to himself,Owner designats the following person to receive a copy of tlic Lienor's Notice as provided in Section 713.13 (1)(b), Florida Stztuics; Name: NIA Address:N/A 9, F%piration date of notice of conarnenct ment(the expiration date is otie year from the date of recording unless a different date is spe ified)N/A STATE OF: Florida COUNTY OF: Duval eal 0WnAr- Sworn to and bet-'ore ple -thir- day of -,4"t--11C-1LLS 199 bv ,-�l f�,1-1,In o-wn ine or produced a who <je`rson identification and who did/did not take di�-oz-tffi-, 0)n, blic, 14ate qo4florida lat 4U, gkz el Noti;�, Name Prinwd: Or-ORA J,?-1cGREQcR My commission expires: Pre pared by and return to. Wtropol;tan Title&Guaranty Company 6620 Southpoint Drive South, Suite 400 DEBRA 1, MCGRECOR Jacksonville,Florida 32216 NOtary Pubiic- State of Florida My COMM, exPires Fob. 23, 1997 COMM, No, CC261ij22 kRTMENTOF Sumcm , CITY OFATLANTIC.SmH PERMITINFORMATION, LOCATION INFORMA 1014 1259:$ Aadioss-: 1058 LITTLE CYPRESSIMY P*rmi t Ty ATLANTM $EACH, PLORIDk- 32231 _p,4:TO ---------- �C I ass, of Work:NEW . LEGAL DESCRIPTION : ,Lot: 113 0 : Constr. Typ*:W60D FRAME�: Pro-posed Use,:SINOLZ PANXLY Sectidn: 0 Subd: ft� n 0 Dwe 14 itigs 0 vision'ASELVA LAKES Est . Value, " 1 70,200-00 Inprov. Cost Total, : v, 784 , 96 As, "-,,.",n , ut 2� cy psi. 2,10 AIN$, - H: SR' 1546 '5� "'ON, , APPLICATION FEES ni� N T 48 4. 50,��, sil C H'O Kif 29�1 WA, I Addr; T 'rIs $90 0 LOXIDA 3 2.4, 7 RADON 4A -H'.R.S. RADON CAB 5% R, PORXXV 0.19 OR Na "00 0.00 , : :PH UITE ,14 SEWER TAP X X X CROSS , CONNECTION 35-010 "N 0100, SEC IMPACT� 11FIE CONST.SURCHARG 6 96 ATW�1. ALL CONCREM FORAWAND FO0TWQS MUST BE OWECMD BOOM POIJAING PERMIT' V010 Six MONTHS AFTER D�TE,,OF ISSUE NOT 8 QEQ IN PUBLIC SPACE,AND E IkA Mul w1m com, AW1 ESULT 441 -E M N-,'Il PA N PL HTH CHANICS LIE R WITI V1, PAYINOPAC Tt�JE�04ILDINWMPAO ENT 77, 777- H,r I AOING TO,AP 1060LANS W CH ARE PART OPTHIS PERMIT AN SUBJECT TO REVOCATION FOR Pnov �V ,X OFAP—PUCA, 8LItPA6VIS,1" OF LAW.' 90 ell XPR7 m," a 4 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET --,7 Address 11F— L4 Date Heated Square Footage Cd $ /-0() --!:—Per sq f t Garage/Shed qq �—(d $ � S'.00 per --q f t = $ Carport/Porch /S C' �@ $ /3 ,0 per sq ft = $ Deck @ $ CN per sq ft = $ Patio —@ per sq f t = TOTAL VALUATION : )4 o -o Tota Valuation is t $ 504r--, $ Remainiiig Value per thousand or portion thereof TOTAL BUILDING FEE CZ) + 1/2 Filing Fee L (0) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $-- WATER IMPACT FEE $— SEWER IMPACT FEE $- L AS-0.00) WATER METER/TAP 00 Ar CAPITAL IMPROVEMENT ?IS 71- 0——- SEWER TAP $ VCV6) RADON (HRS ) .0050 -3 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION kIPY6) SURCHARGE . 0050 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp_; SwimmingPool Septic Tank well sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 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) 'WATER CLOSET WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) __j_SHOWER GROUP PER HEAD (3) —FLOOR DRAIN (1) C) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) 2- WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDn (3) BIDET URINAL STALL, WASHOUT (4) nosvin xim sruK (a) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) ZLAVATORY, RARBER/BEAUTY I—ICE MAKER (1/2) SHOP (2) I SURGEONS SINK (3) __.2_IAVATORY, SURGEONS (2) .- __.LJACUZZl (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 0 $20.00 EACH JOB INFORMATION ( ITZ CITY OF .,ROPERTY DESCRIPTION *eafrrec Fead., 800 SKNIIN'011:ROAD Lot --Block Section # XI'LAN'm BEACH,FLORIDA 32233-5�4 r", r F�LEPIIONE(904)247-5900 FAX(904)247-5805 u b d i v i is i a n ----------- -1. 1996 L) Street flame DESCRIPTION OF WORK ess: or Addr --;'FLOOD NAZAR Uilding and Zoning If in ��R A Flood Zone:--------------area complete page 3. Brief Single Family Dwelling Description:__,--------------------- Class of Work: (New/Remodel/Addition) New ZONING INFORMATION Type of Construction: .7oning Proposed DIstrict:-P UD-----U93e:1.L11&!.�- F am i ly jit.E i d e n c e Estimated Value L E7xceptions or Ma terials: ne Variances Granted3--- --------------------- Solid or Filled Ground%Ej.112d......Roof:_SJajUgjQ5 OWNER INFORMATION Method of Heut1ng:__'EjP_QtjjQ........ Property Ovn*rt_N-Q.LL1j_Ejorida Classic Homes Phonei- 733-7300 ------------- Moiling Address Jacksonville, Fl. Zip:__ 32256 ------------ CONTRACTOR INFORMATION Contractor% -ltq.rth Florida Classic Homes 733-7300 "ailing Address& 1 ph j 11 i p s 1110i------------------ _�,Lq.�jqSLq3L:L1Lj e .j_Z-------------------- Liconne Number:_ CRC042504 .................... I HEREBY CERTIFY THAT I HAVE READ AND EXARIXED T AND CORRECT. ALL PROVISIONS OF THE LAWS AND OR COMPLIED WITH. WHETHER SPECIFIED HEREIN OR NOT. GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVIE ;VGULATIONSj ORDINANCES. OR LAWS IN ANY MANNER, I EftFORMANCE Of CONSTRUCTION OF TUC PROJECT. 14 i;* .47- CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE DATA HAVE.BEEM OR SHALL BE PROVIDED AS REQUIRED. olo Owner Signature (CL� Contractor Sig, re... �e�artment of Communzoy Affairs � ' LFF ClEMY COD[ FOP BUILDING CON3TRU07I0�, �es� �entzal. Whcle Bui1dzng Performance Met"od A 0�4, � 154L MACTUR 7_Hk QUILDER: SHAFFER V"SKS ~^ :ND ADCk[C�: // � | CLIMATE =�z "\A��`��/J | /-r/4OTi«pfa�t{fa- | ZONE. : i 1O. / | JURI3DICT�O|1 N��//g � -\[ N � ct 1 . New construction or additzon 1 . New ��ns ru z �o � _ 2. 5ing1e family detachec �r Multifamily attached 2. Single-Fam| ly v. If Multifamily-No. of unirs 3. C -' 4. 1 ; Multzfamily, is this a Worst case (yes/no) 4. 5. Con0tioned floor area (sq . ft . ) 5. 1546. 00 6. Predominant eave overnang ( ft . ) 6. 1 . 33 7, porch overhang length ( ft . ) 7. 11 . 33 3. Glass area and type: Single Pane Double Paqe a. Clear Glass 8a. 0. 0sqft 252.00spft b . Tint . film or solar screen 8b. 0. 0sqft 0.00soft 9. Floor tyoe and insulation : a. Clab on grade (R-value, perimeter ) 9a. R= 0. 00 , 10C. 00 ft b. Wood, raised value, area ) 9b. R=19. 00 , 145. 00 ncft _ 10.Net Wall type area and insulation:; a. Exterzor : 2. Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 1355. 00soft____ b. Adjacent : 2. Wood frame-" Insulation R-value) 10b-2 R=11 . 00, 158. 00suft____ 11 . 3eiling type area and insulation. a. Under attic ( Insulation R-value) 11a. R=19. 00 , 38.00sqft____ a. Under attic ( Insulation R-value) 11a. R=30.00 , 822.00sqft____ 12. Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6. 00 , unconi 13. Cooling system 13. Type: Central A/C SEER: 10. 00 14. \ oating System: 14. Tyoe: Heat Pump USPF: 7. 2 � _ 15. kct wave, lystem: it. Type: Electric EF: 0. 3.-*:- V. | }ot Water Credits: MF Heat Recovery, 16. _--_ Mr-Medicated Mat Pump ) 77. Infillration practice; 1 , 2 or 2 10. \iVAC �redzts vCF-Ceillng Fan, CV -Gross vent , 10. {<FWhole house fan, RB-Attic radiant barrier , MZ-Multizone) 19. EPI (must not exceed 100 points) 19. 92. 60 a. Total As-Built points~ 19a. 28884. 53 b. Total Base points 19b. 28977. 75 -------------------------- - - - ______________________________________________________________________ ___ 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 En | Code. Before construction is completed ~' | this building will be inspected for PREPAkED BY __ , 908 F. S.\ 553| compliance __ in accordance with CecSectio,',- � I hereby certify that this building is | in compliance with the Florida Energy | | / Code. | � | BUILDING OFFICIAL: _ ~�- OWNER/A8L�} __ -------r------~=` DATE: ____`y.cf-�(r��__�_________________ | DATE: _____ ��___________-------- i2iUG 30 196 08:10 CLARSON 229 P03 MAP SHOWING - PLOT PLAN OF LOT 113. AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES 80 THROUGH 600 OF TW CURRENT PU13UC RECORDS OF DUVAL COUNTY. FLORIDA, FOR: SHAFFIFIll AND SONS ENTERPRISES BEARING REFERENCF-' BEARING SHOWN ON R04T-OF-WAY LINE "EltEON 15 THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. 1996, SLrLV/A Building and ZoinifIg cl Iro LOT 88 NIT T" PLA T gook 43. PACES LOT its, 9#()6 mE 6.00 0 7.50 DRAINAGE EASEMEWT Al r- 4'*iV 7- 'do. __4 > %, *. CR "o 7- 47 z A; x -4 d'I' Ci P.R.C. LITTLE CWRESS KEY CUL-DE-SAC P.R.C. o CS FLOW .MR71FICATE: THE LOT SHOWN HEREON IS IN F1,000 %4F RED BY: ZONE X. —AS SHOWN ON 7HE FLOW INSURANCE IRATE 94 MAP, COMMUNITY PANEL NO. 120075 - 00011) , DATED 4-17-89. CLARSON ANo' ASSOCIATESY INC. PROFESSIONAL LAND SURVEYORS DAIE: 40eyUf'r 30 1996. 1643 NALDO AVENUE SCALE, 1" = 20' JACKSONNALLE, FLORIDA, 32207 � ** INFIL7RATION ?EDUCTION PRACTICE COMPLIANCE CHECKLIST ** , G��MPONENTS SECTION REQUIREMENTS FOR EACH PRACTIC[ ` CHECK =============================================================================== PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack ( includes sliding glass doors) . ............ ________............. ....._.........._____........._.........._ ........ ........_____.........._....._..... .......... _....._________ ......._____ Exterior & 606. 1 Maximum of 0. 5 CFM per sq . ft . of door area: solid Adjacent Doors core, wood panel , insulated or glass doors only. '-------------------------'--- ------- ..................... -.....-.......................-------........--................------ .....-..... Exterlor Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. _..............____________ __.........___.....____ ..._....______ ______........ ... _...............____ _____________......... _ PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ______.........._... .....____________.............._________...................... .....__............................................................._............. .... ...... _.........................................................._ Exterior Walls C06. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed . Sole plate/floor joint caulked or sealed . _........ ...... __________ ........ ______............. .........._____.........._... ..................._ Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ____________________________________________________________________________ DuctWork 606. 1 Ductwork in unconditioned space must be sealed. _______________________________________________________________________________ Fireplaces 606. 1 Equipped with outside combustion air , doors and flue dampers. ............... ___ ...........________...... ____ ....... _____ Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. .............._____........._________......... ........_..... ...... __.......... ___ Combustion S06. 1 Combustion space and water heating systems provided Heeting with outszde combustion air , except direct vent appliances. .................. __ :* OTHER PRESCRIPTIVE M[ASURES (must be met or exceeded by all residences. ) ** ___ ............______..............._....... ... _______________________........._ .........................._.................. ..... ........________..........__ ___....._.... __ Water Heaters 612. 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required. _______________________________________________________________________________ Swimming Pools 612. 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . .............____.........._..............................._........ .....................................______........._............................................._................................____________________ Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ............ .................... ... ................. .... ... ........... .................... _______....... __ Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . ...._....._______......... ..................___________... ... ........ _______________........ _ HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11 . ............ *x*0x*******»p* *-**>****w V***k******»^V»**»**»*x *»***:^ CUMME� CALCULAT�ONC === BASE === | === AS-BUILT =============================================================================== GLASS--'------------- | ORI[N AREA x BSPM = POINTS ( TYPE SC ORIEN AREA x SPM x SOF = POINTS �.......... �� N 26. 00 65. 0 1710. 8 | DBL CLR Ni 12. 0 28. 3 . 00 413, 2 | 'DDL CLR N 6. 0 38. 3 . 77 177. 7 � DBL CA N 3. 0 38. 3 . 69 79. 3 | DBL CLi:!:� N 5. 0 30. 3 . 59 132. 1 E 67. 00 65. 8 4408. 6 | DBL CIL' E 30. 0 79. 7 . 94 2238. 2 | DBL CLR E 15. 0 79. 7 . 86 1031 . 3 | DBL CLR E 9. 0 79. 7 . 75 535. 8 | D8L CLR E 13. 0 79. 7 . 04 87J. 4 C 108. 00 65. 8 7106. 4 | DBL CIL! S 15. 0 66. 2 . 93 927. 0 | DBL CLR S 15. 0 66. 2 . 93 927. 0 | DBL CLR S 33. 0 66. 2 . 38 835. 1 | DBL CLR S 15. 0 66. 2 . 77 768. 6 | DBL CLR S 30. 0 66. 2 . 77 1537. 2 W 51 . 00 65. 8 3355. 8 | DBL CLR W 40. 0 79. 7 . 45 1430. 8 | DBL CLR W 11 . 0 79. 7 . 36 844. 3 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AA AREA FACTOR POINTS POINTS | POINTS �..........��_� �.....��...................��... ��..... . 15 1 , 546. 00 252. 00 . 920 16, 501 . 60 15, 259. 02 1 12, 751 . 02 =============================================================================== ARZA x DSPM = POINTC | TYPE R-VALUE AREA x SPM = POINTS �........ � �� .... �� .....� ................ �� WALLS--'------------ | Ext 1355. 0 . 9 1213. 5 | Ext Wood Frame 11 . 0 1355. 0 1 . 70 2303. 5 Adj 150. 0 . 7 110. 6 Adj Wood Frame 11 . 0 158. 0 . 70 110. 6 | DOORS---------------- | [xt 20. 0 6. 1 122. 0 | Ext Insulated 20. 0 4. 10 82. 0 Adj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . 60 28. O | CEILINGS------------ | UA 818. 0 . 6 490. 8 | Under Attic 30. 0 822. 0 . 60 493. 2 r� | under Attic 19. 0 38. 0 1 . 10 41 . 8 | FLOORS--------------- | Slb 106. 0 -37. 0 -3922. 0 | Slab-on-Grade . 0 106. 0 -41 . 20 -4367. 2 Rsd 145. 0 -4. 0 -578. 5 | Rsd Wood Adjacent 19. 0 145. 0 . 40 58. 0 | INFILTRATION--------- | 1546. 0 8. 0 12368. 0 1 Practice #2 1546. 0 8. 00 12368. 0 =============================================================================== TOTAL SUMMER POINTS | ~ 25, 112. 57 | 23, 869. 72 =============================================================================== 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, 112. 57 . 37 9, 291 . 65 | 23, 869. 72 1 . 00 1 . 070 . 340 1 . 000 8, 683. 80 =============================================================================== �INTER CALCULATIONS »**** »****moot*«********»***not***»*************************to* ********** . AS' BUILT === =============================================================================== ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS _..... ...__ ........_________ _..................................._____..... ...___________.................................._.......................___........................... .................. ....______ N 26. 00 -10. 6 -275. 6 1 DBL 12. 0 7. 3 1 . 15 100. 4 | DBL CLR N 6. 0 7. 1 1 . 34 58. 9 | DBL CLR N 3. 0 7. 3 1 . 48 32. 4 | DDL CLR N 5. 0 7. 3 1 . 48 54. 0 E 67. �0 ' 10. 6 -710. 2 | DBL CLR E 30. 0 -9. 2 . 01 224. 4 � DDL CLR E 15. 0 -9. 2 . 63 -86. 5 | DBL CLR E 9. 0 -9. 2 . 32 -26. 8 | �DL CLR E 13. 0 -9. 2 . 57 -68, 7 S 108. 00 -10. 6 -1144. 8 DBL CLR S 15. 0 -28. 4 . 97 -413. 4 | DBL CLR S 15. 0 -28. 4 . 97 -413. 4 � DBL CL� S 33. 0 -28. 4 -. 09 82. 7 | DBL CLR S 15. 0 '23. 4 . 87 -371 . 9 | D8L CLR S 30. 0 -28. 4 . 87 -743. 9 W 51 . 00 -10. 6 -540. 6 | DBL CLR W 40. 0 -9. 2 -. 69 253. 2 | DBL CLR W 11 . 0 -9. 2 . 89 -90. 0 ............._____________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS . 15 1 , 546. 00 252. 00 . 920 -2, 671 . 20 -2058. 14 1 -1 , 057. 47 =============================================================================== AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALL3- - --- ------- | [xt 1355. 0 2. 2 2981 . 0 | Ext Wood Frame 11 . 0 1355. 0 3. 70 5013. 5 Adj 150. 0 56O. 8 Adj Wood Frame 11 . 0 158. 0 3. 60 563. 8 | DOORS---------------- | Ext 20. 0 12. 3 246. 0 Ext Insulated 20. 0 8. 40 16O. 0 Adj 18. 0 11 . 5 207. 0 | Adj Insulated 18. 0 8. 00 144. 0 | CEILINGS------------- | UA 818. 0 1 . 2 981 . 6 | Under Attic 30. 0 822. 0 1 . 20 986. 4 | Under Attic 19. 0 38. 0 2. 00 76. 0 | FLOORS--------------- | Slb 106. 0 8. 9 943. 4 | Slab-on-Grade . 0 106. 0 18. 80 1992. 8 Rsd 145. 0 1 . 0 139. 2 | Rsd Wood Adjacent 19. 0 145. 0 2. 20 319. 0 | INFILTRATION--------- | 1546. 0 7. 4 11440. 4 1 Practice #2 1546. 0 7. 40 11440. 4 =============================================================================== TOTAL WINTER POINTS | 151049. 26 | 18, 851 . 43 =============================================================================== TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING ` WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 15, 049. 26 . 55 8, 277. 09 1 18, 851 . 43 1 . 00 1 . 070 . 472 1 . 000 9, 520. 73 =============================================================================== _ �xxx ^ x »x*o*x :: : xxxxxxxxxx »x »xxxxx»xxx :: xxxxxxx WATER >!EA'.'XG +»****v** - »***»****** *x **********»»»****x**x*�********************boo �********* =============================================================================== %UM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL 3�DRM3 | RATIO MULT _........__ ...... ............. ___............ ____ ......... ....... _________ 3 3803. 0 11 , 409. 00 | 40 . 94 1 . 000 3560. 0 1 . O0 10, 680. 00 =============================================================================== ******************************************************************************* SUMMARY *****************************************»************************************* === BASE === | === AS-BUILT === =============================================================================== C�CLING HEATING HOT WATER TOTAL | COOLIN8 HEATING HOT WATER TOTAL 7C1PITC + POINTS POINTS | POINTS + POINTS + POINTS = POINTS ..........________ ........ ..................... ..... 9291 . 7 8277. 1 11409. 0 28, 377. 75 | 8633. 8 9520. 7 10680. 0 28, 884. 53 =============================================================================== ********«******** * EPI = 99. 68 * ***************** ' = ^ For �etailed in |o/ ^.at ^ on of the EPlati numb e)- /�g� num er or for any ITEM listed, ask your Builder for EPI= 99. 7 DCA Form G00A �J or Form 600D-93 0 10 20 30 40 50 60 70 80 90 100 | ---------------------------------------X- | The maximum allowable EPI is 100. The iower the [PI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING C|{EET ITEM HOME VALUE Low Efficiency High Efficiency ' 3I%GL CUR DDL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear | ------ ------ 'X------- | INCULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 | --------------------X | R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 | --------------------X | R-0 R-19 Floor R-Value. . . . . . . . . 19. 0 | --------------------X | AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17. 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X-- ---------- - --- | HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric 8CPF. . . . . . . . . . . . 7. 2 | -X------------------- | WATEF: HEATER. . . . . . . . . . . . . . . . 0. 88 0. 36 Electric EF. . . . . . . . . . . . . . 0. 94 | ---------------X----- | 0. 54 0. 90 Gas EF. . . . . . . . . . . . , . 0. 00 \ --------------------' \ 0. 40 0. 80 SolarEF. . . . . . . . . . . . . . | --------------------- | OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: ___ _______________ City/ZiSignature: - U �7 ID ��_�}\K� ��__ Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 S��IAL # 7� 16 , * Resman�J (c � * 04- 12-19�5 HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RCCw ) DATA FIL[C '^ (BASED ON A. C. C. A. MANUAL J - SEVENTH EDITION (c ) 1986 by A. C. C. A. ) �......... PROJECT : 154S MASTER PLAI'.; ADDRESS : CITY : 3WN[R : BLDG CONTR : SHAFFER $ SONS HVAC CONTR : McGOWAN' S A/C Cond Fir Area: 1546 SF * GLASS/SF RATIO = 16. 3% * House Faces: East * Climatic Conditions & Design Conditions * -----'------------------------- ------ ------------------------------------ Geographical Location : Florida | 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 OutKoor Summer Hum. Ratio Gr/Lb | 114 Indoor Summer Relaltive Hum. | 50% Indoor Summer Design Or /Lb . | 49 Indoor Summer Dry Bulb | 75 Deg . F Indoor Summer Wet Bulb | 62. 3 Deg. F @ 64 Summer Daily Range | 13 Deg . F - M Summer (Actual ) Temp. Diff. | 19 Deg. F Summer (User Sel ) Temp. Diff . (sTd) | 20 Deg . F ------------... .....------ ............------------ ----------------------------------....... .......... * HEATING SUMMARY * SH1546. DAT * COOLING SUMMARY » SUBTOTAL : 24153. 60 : STRUCTURE SENSIBLE : 16797. 30 | MECH. VENT- 200 Cfm : 4180. 00 ' | SENS. + MECH. VENT : 20977. 30 | TEMP. SWING @ 3 DEG. : 1 . 00 ! OCCUPANT/APPLIANCE : 3000. 00 DUCT LOSS : 1207. 68 ! DUCT GAIN : 2397. 73 TOTAL LOSS/BTUH : 25361 . 28 | TOTAL SENSIBLE : 26375. 03 rT | TOTAL LATENT : 11871 . 69 | SENSJBLE + LATENT : 38246. 72 20% OVERSIZE FACTOR : 5072. 26 | 20% SEN3. OVRSZE FTR: 5275. 01 ACTUAL + 20% OVERSIZE: 30433. 54 | SENS. + 20% OVERSIZE: 31650. 04 * EQUIPMENT SELECTION x.- EMT EQT MANUF CARRIER CU MOD # 38CY036-3 AHU MOD # FA4ANF036005 HTG INP/BTUH HTG OUTP/8TUH 51.:::W AFUE/HSPF 7. 5 TYPE HP ^ SENSIBLE BTUH LATENT BTUH 35000 TTL CLO BTUH 35000 TONAGE 2. 9 (S)EER 10 CLG CFM 1200 HTG CFM 1200 NOTES: ________________________________________________________________ � 09/12/96 THU 13:20-FAX 9014, 733 7733 NO FL CLASSIC 2004 .5 MIN. RETUPA PHONE Book 8423 P g PERMITNO. TAX FOLIO NO. NOMEOF COMMENCEMENT STATE OF FLORIDA COUNTY Of DIJVAL The undersigned hereby gives notice that impTovements will be made to certain real property, and in g accordencc with Section 713.13 of Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. e.-&f V,9. Ler-ees j I Description of property to be improved-jLot 113 �,Unit 3,according to the plat thereof,a, recorded in Map Book 44,pages 60A &6014,of the public recOTds in Duval,Florida. 2. General descripfion of improvement: construction of one single family residence dwe*ling. 3. Owner Pulte Home Corporation Address:9091 Philips Highway, Suite 14,,Jacksonville,Florida 32256 Ownci-s interest in property to be improved: fee simple Fee simple Title holder(if other than owner); Bk 8423 Narne:'K/A Address:N/A PQ 507 Docif 9611.79;P-19 Filed & Recorded 4. Contractor's Name:North Florida Classic Homes,Inc. 08/�7/96 Address: 8081 Philips Ifigbway Suite 14,Jacksonville, Florida 32256 10; 1.1:48 A.M. HENF?Y 14. COOV, CLERK QRCUIT COIJRT 5. Surety(if any): N/A DUVAL C"OuwrY, FL Address: NIA Amount of Bond: N/AREC. 00 6. Name of person making a loan for the construction of the above improvements- Name: N/A Address.N/A 7. The name and address of persons within the State of Florida designated by owner upon whom notices or other documenh may be served as provided by Section 713.13 (1)(a)(7),Flurida Statutes: Name:N/A Address.N/A in addition to himself,Owner designates the following person to receive a copy of thc Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: Name:N/A Address*.'N/A 9. Expiradon date of notice of commencement(the expirdtion date is one year from the Jate of rccording unless a difl�rcnt date isspecified)N/A STATE OF:Florida COUNTY OF- Duval bwna.. X� Swam to and subscribed before i-ric day of 199 by who icpersonally lo me or pi'o-d-u-c'ed as identification and who did/did not t&-k-c-a-noa-tY- 7 Notary Public, State o Florida at L, gae Name Printed: DE13RA J.?.4cGRFt�oij My commission expires: Prepared by and return to; Miftopolitan Title&Quamrity Company 6620 Southpoint Drive South,Suite 400 DEBRA J. MCGREGOR Jacksonville,Florida 32216 Notaty Public, Stat4 of Florida MY COMM, expires F4ib. 23, 1997 CQMM� NO, CC261422 Truss Connections Plan 1546 in Selva Lakes North Florida Classic Homes Truss uplift Truss, Stud to Double Stud to Sill Left Inter. Right Connection Connection Plate Connection T1 780 ___78_0 ___ HDP T_2______ TYPIdAt�___ T9 115 1110 Cl_) RTP�GA830ts N/A TPP4 on Post T10, T11, T12 590 590 HDPT2 TYPICAL TYPICAL T13 580 1200 460 (1) RTPGA830ts N/A TPP4 on Post �T14 340 560 280 HDPT2 Inter. Only TYPICAL TYPICAL T15, T16 590 69--0 —H bPT2 TYPICAL TYPICAL ALL OTHERS <51 0 1 5�1�0��(l�_) Wl��P_�LL R� _TY P I C A L TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at 2' o.c.) Nail with 8 - 1 Od com. HCPLL/LR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: I 100# w/ 10 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity-: 1750# ; MST27B Uplift Capacity: 3745# - All connectors are SEMCO or equal (U.0.N.) Use Simpson HUS26 hanger where hangers are specified. Ef. 111996 Building and Zoning Jeffrey K. Hulsberg P.E. (904) 886-2401 Truss Connections Plan 1546 in Selva Lakes North Florida Classic Homes Truss uplift Truss Stud to Double Stud to Sill Left Inter. I Righd Connection I Plate Connection Connection T1 780 780 1 HIDPT2 TYPICAL TYPICAL 79 1150 1110 (1) RTPGA830ts N/A TPP4 on Post T1 0, T1 1, T1 2 590 590 HDPT2 TYPICAL TYPICAL 713 580 1200 460 (1) RTPGA830ts N/A TPP4 on Post T14 340 560 280 HIDPT2 Inter. Only TYPICAL TYPICAL T15, T16 590 590 HDPT2 TYPICAL TYPICAL !ALL OTHER'S <51 0 _<51_0 _(_1�_HC_PLL/LR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at 2' o.c.) Nail with 8 - 1 Od com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 1100# w/ 10 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Use Simpson HUS26 hanger where hangers are specified. C! 1996 Building and Zoning Jeffrey K. Hulsberg P.E. t904) 886-2401 Simpson Strong-Tie Simpson Strong-Tie INSTALL WLI, or FASTENERS 0 EACH ftJ,�R FW9k 95POWPILITY 4-ad END OF STRAP TO KFek fO 5IMP50N CAM"FCK COMPLE.2 MMLA"WMINE5. co 0 0 ALL W15 fO Pe 9UPPLIEV PY RUM 1P A�t mr, It4c, A5 LAYOUr 15 WKM19 FM ME COW. UPLIFT tv I" CEINK T�LIFL U2 A5 A aVE fO IX55 PLACE WW AW 6 H5 4551 EACH H7 S12 )ODOW LOCAWN Of COWC06. MFU fO EN6MEW7 MWIN65 FM ::iz VICA, JACK5 OWY TWM RIM N009 Simpson Strong-Tie MOM M65PLAcEAM AW 1W ar Simpson Strong-Tie /---IbI fME5. JUSTALL HALF Or f—t-) ASTENERS I EACH t--.T I t END Or STRAP \,J7 KWKx swW1 _kM 2 20' -14-1 Od —6-1 Od 9-4?FT ..........if 11 - I —T—T—T I I I I I Q I I I I I I I a PLY MIN OR I PLY W/SAME SIZE L GRADE SCAB Ir To ACX 34-1 EACH Pro"cl* I-ONG k'4 q COW. UPLIFT MANGER WNLDAD UPLIF TA 2) HTS 2 2DD00 U3 Do 1 2751 N 1 1213c.J HUS26 > REFER TO LAYOUT in DIMENSION IS T FAC� Or 6 DER. Ul t 7 MAX a 2 11 OFC16d NAILS U1. 1 up HMD Q) I BOTTOM CHORD a 0 M Q- 1 1 rt- LA AV or TENE I EACH rj,o or ST_4 J A Od T I'm v 199b ding and Zoning gN Bull 1 0--w W, Z < 90 ROOF FRAMINC PLAN Ln C3 NOT TO SCALE S�HEET N Ob: 't5-1060) UNIT 8 Tj 20*8* HIPS 7*0' THIS OW0. PREPARED FROM COMPUTER_INPUT ILOADS 6 DIMENSIONS) S41411TED BY TRUSS 14FA. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) SOT CHORD 2x4 SP 12 N UPLIFT 780 780 C ILBI: WEBS 2x4 SP 03 SRG.LO FTI: 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (BOIT64 DEF&CTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING Of HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. -------------------(+)-Gravity-(-)-Uplift---------------------- 14USI BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Kum UPLIFT mu mum HANGER mum H5 W, -4551IJac:s Only) HUS26 . f 2751 -1286 d 11 Y MT512 -10000 HUS26 - * 3315 :15500 16d ly HIS123 :2000' 2 Each HHUS48 i f 4299 16600 10d 2 ly MIT281 37860 2 Each IOdj HHUS48 - 4 5180 -20000 Ifid 2 ly M11288 :4455012 Each�116d HGUS48 a * 66400 -2199 10d 2 ly MS160 -4688:lPer 2p y) NGUS48 - + 8000§ -2650: 160 2 ly CS150 1650 Each) HGUS5.5- +11335# -39450 16d 3 ly �_�L------------- --- -------------------------- REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 20'8 7 618" - 7* 5X4 3X4 5 4 1 .5X3 >1.5X3 7 3X6(B 1) X6(80 397 3 TXb i F7 20'8" 7 V -215f -2150 R-19910 W-3'8 R-19910 W-3"8 TAq. T4 �0: 10166 REV. 17.3a REALE -0.2500 FRL TY .-ALPINE DESIGN CRIT-TPI OTY I TOTAL I MISSES MQUIFIE EXTIMENE CAM 04/14/95 TC LL 30.0 PSF REF K x I MPORTANT X X Ih"', ND'1K"E1E`S'PQN'5I8LE#1'0'0 A'wkV' HARNING IN w.-dxjw toxviom " 6%101 "" "","to"FrAw omit DESIGN an It,SE 11KC IFICAtIONS. OR my 411"CING. SEE His-OR by IPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/14/95 11.1tord 10 BUILD fit 10411 IN CONFOAKANCE WITH DST"IRS IPI. FOR ADDITIONAL SPECIAL K04ANINT DRACING FW ALPINE CONNECIONS Am IIAOIE OF 241GA GAL". S" L KITING ASIN QUIPENCHIS. MISS OINGI41IU INDICA19M TOP BC DL W.0 PSF ORWG 'A446 SO 11 INUPI AS NOTED. VPLV CONNICIDAS 10 EACH FACE OF CHDHO SHALL K LAIERALLV OWED 011%POWER 'an*:NG 1,04,11MI OIHENWIU LOCATED ON $HIS DESIGN. POSITION LV ATI&D40 PLYWOOD"A164#6111. 110#1014 CHDOD 5606 BC LL 0.0 PSF MSK CONNECIONS KIT IOAWINU IN. 1"9 $41OA-F. 015164 STANDAADS WISH PFMX�INLT ATTACHED 111610 CEILING -- KIE SIATE OF TOT LO 47.0 PsF O/A LEN. 20-8-0 CONFIRM 111APPLICAks P010111111"RIF o"6 opt. AN ENGINEIN's ALPINE 190011CAL UPUIC 11/11611 0`0011 pawn KAL 04 THIS ONAMINS APPLIES 0 ht CRRAPOWN1 OEPICIIII KAE ORYNALL APPLICATION. NFINISH a Co"OF THIS 0"10 10 RINLV. &.4 GNARL 641 K PEL:go UPM IN ANY GjHjR WAY. IMSIGN 10 WE MUSS IMICTION CONTRAC1091. %,:- 1OUR.FA I .33 Job: i�-1060) UNIT 8 T2 20-8- HIPS 9-0- THIS I)WO. PREPARED FROM COMPUTER INPUT (LOAD$ C DIMENSIONS) SUBMITTED BY TRUSS MFR Tqp CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (3991 SBC) BDT CHORD 2x4 SP f2 N UPLIFT �81* 410 410 WEBS 2x4 SP 03 BAG.LOC F 1 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT 14EAN HEIGHT WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF JBOITOMJ . DEFdCTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 6.50* END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. --------------------------------------------------------------- 14UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGEA REQUIREMENTS W-Gravity (1,U011t mmw UPLIFT NNW NNW HANGER mom H5 - -455f(J&Ck8 Only) HUS26 . + 2751 -12860 Od 1p V MT512 - -10000 HuS26 - # 33150 -15500 16d 2ply HIM 4 + 42990 -16600 10d 6)ly MIT208 :'3070806#,'22 EUc.1,11110di =488 +.51800 -20000 MET 2 IV MT1288 -4455SJ2 Each 160 HGUS48 f 6640# -23990 10d 2:1Y MST60 :46880IPer 2ply) HGUS48 + 80000 -2650 6d 2ply ��-tsj5o 16500 Each) HGUS5.5- *11335# -3945: 116d 3ply ----- ----------------------------------------- REFERENCE HOLMES LU14SER DETAIL SHEETJFOR UPLIFT/HANGER DETAILS —91 X5 1.5X3 1.5X3 3X4(A I) X4 (At) all 13X4 3X4- 20'8" R-1070# W-3*8 R-10700 W-3*8 TA� SEO: 10170 ' T$.-ALPTNE DESIGN CRIT-TPI OTY I TOTAL - I REV. 17.30 SCALE -0.2500 PL TY ALPINE "W"w"'D P"DO"Is. 1poc IFKISSES 91EQUIFIE 111111614 CAM 04/14/95 TC LL 30.0 PSF REF XXIMPORTANTKK PULL NOT K MW-0149KE FOR ANY' WARNING its tumixims. Enfevion &NIT ,%III "" DEVIATION FrAN MITI DESIGN OR IIIESS SPECIFICATIONS. OR ANY ORACING SEE 1410-91 61 IPT. K9 $HIS DESIGN TC DL 7.0 PSF DATE 04/14/95 1`411.1ift TO WILD lot I11sAS IN CONFORMANCE 111114*Sin 41 IPI. FOR ADDITIONAL SPECIAL KAIUAKI#1 GALCING FIX 1. ALPI 14 COMMECIORS AM kAOI OF 246A GALV- STEEL MELIING AStM OVIA[mINTS w&jS2 OIN[Rul" INDICAIED. lop BC DL 10.0 PSF QRWG 2 A446.0 11CIP1 AS&0190. APPLY COWNECIONS 10 JLACN FACE Of 0111110 !WIA&t Of &AILRALLY GRACED MIT"PFMIKII 5606 S 0.0 PSF MSK 1111,0111 AND LINLISS 01#4[ftlU LOCA190 09 This DESIGN, POSITION tY I#AC..tD PLYWOOD TWILAIMING. 00110"THO610 BC LL �ot To CONNECIWO PER 0014*1WA 130. 150 L %016-f. CIS964 SI&HOARDS 111%PFMtptFLY 411KNED,11MG CEILING -- Sig STATE OF /A LEN. 20-6-0 CONFO1,01 VIOPLIC&OLK INIMOV11,10fts OF MOS a IPI. An[W.I.Elp's ALPINI 190041CAL UPOAK IM1110 TOM FrAPER jTOT.LD. 47.0 PSF 0 0 MAL On lolls ouniNG APPLIES :9 fit COWONEAII OIEPICIIO&to* DRYWALL APPLICATION. FLIFINISH A COPY OF THIS AID 1 .33 to A JDUR.FAC. IN OK.!� "wws� N?l a lift L~ IN ANY Down Y orsiom so it* snuss I to,To o, 11—-...- - . -- 0, 0SX., A Job:&15-1060) UNIT 8 T3 20*8* COMMON THIS DWG. PREPARED FROM COMPUTER INPUT ILOAOS 6 01MENSIONS) SUBMITTEO OY TRUSS 14FR. I TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBQ SOT CHORD 2x4 SP 02 N UPLIFT 11.8): 410 410 WEBS 2x4 SP #3 BRG.LOC (FY)* 0.00 20.38 TRUSS DESIGNED FDA 100 14PH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP$ AND 5.00 PSF 1BOTTOM1 . OEFCECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EOUAL UKIFT/HANGER REOUIREMENIS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11f)-Gravity (1-Uplift ------------- ------------------------ NNW UPLIFT N MIT 11,IT HANGER UNN H5 - -455o(Jacks Only) HUS26 * 2751 -1286 Od I MT512 - -10000 HUS26 N, # 33151 -15500 1 tPly NIS12 0001,2 Each HHUS48 - + 42990 -IGSOO I : 2p)y ?Be :2 IT� 3786# 2 Each 061 HHUS48 N, # 51800 -20000 1 2ply HTT288 -4455012 Eachh,160 HGUS48 - * 66400 -21998 1 2ply -MS160 -46880 Per 2ply) HGUS48 - # 80000 -26500 d 2ply ��'CS150 -1650flEach) HGUS5.5- #113350 -39450 11 3ply -- - ---- -------------- REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —10*4" 10'4" + 4X4 i i .5X3 .5X3 .5X3 6d 0 6 Od 6 6d 5 X�3 7 u:) 3X4 (A I) X4 (A I) tm a-1 (55:5�4 __v m 3X7 374 20'8 R-1070# W-3"13 R-1070# W-3*8 �C , TAY :4r Ap RE 7 W-ALPINE+ 'DESIGN CRIT-TPT OTY 4 TOTAL 4 REV. 17.3o Cokf'o-VS500 PL Ty ALPINE 11141warto PAOMIS. 1kc. WAS[$RECUIRE JXTAEWE CARE 04/14/95 TC LL .30.0 PSF REF 9XIMPORTANI xx voi, NOT K#11~I9L9 FOR ANY WARNING .14 14ANIDLINS. 111101011 AM 61151 09 IAIIGN fRQN INIS DESIGN GOT IKU GPtClflCAII0NS, OR ANY MAC I NG ME "Is-81 111 Ips. KIE THIS 0991c" TC DL 7.0 PSF DATE 04/14/95 FAVILLOW 10 @WILD IK Ift4t IN COWORNA I *&IN ftIN BY 109. f0A ADDITIONAL SPECIAL KftL"Nl SPACING 11E S It ALPINE CONNICIONS ARE OAK OF "GA GALNVC IE NEIIING ASM OLPINEWNW W&ESS 011*11111116 INDICATES, lop Z, BC OL 10.0 PSF ORWG 4446 GA G 9XC9P1 AS 04190. APKV CONNECIONS 10 JACn FACT OF 00RD SLL K LATIRALLV SRACAG Nil"POWER MAS AND W&ESS GU91NITTE LOCA119 0" 1"16 IMSICK POSITION LV AIIAOIED PLYWD00 SKAINJNG. 1101104 CHORD BC LL 0.0 PSF MSK I IONNECIORG KIT CRAVINGS 13C 654 g 660A4. DESIGN STANDARDS VIIN PA0KRLV ANIA"O RIGID CEILING C STATE OF -8-0 CONFORM m1ofticAfto PROVO 17111911 ran TOT.LD. 47.0 PSF O/A LEN. 20 1:304 or pas a 101. AN ENGINEER*$ ALPIkE 110"ICAL up"11 $%%rPO MAL 04 THIS DRAVINg AM S TO 119 COWWt4l DEPICTED MIA[ ORVWAI I APK ICAT 104. FURNIS"A COPT W TkIS 0 RIO 1 9 nuR FAr. 1 .33 J(5-3571) LOT 122 / T4G 26-0- RQC GA13LE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 10h. TOP tHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOTICHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF WEBS 2X4 sP #3 BRG.LOC: (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM) . DEFIECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------------------------------------------------- A GID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity H-Uplift --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. N** UPLIFT *K* I *** HANGER m** H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860( Od 1p y ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(lod 2ply MTT288 - -37860(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2PIY) MTT2BB - -44550(2 Each) (16d)l HGUS48 - + 66400 -2199#(Iod 2oly) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -394501(f6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14*8"9 10'9"14 7 4 77 12 X4 7 3X4 h4x 4 (01) TT. 2-0-4 3X4(D0 Li L C%i 0, a�B 2x 3X4 3X7 I w lull 20'4"8 26' ;1�3 RV-9630 U-400# W-3*8 Rv-8800 U-4000 W-3"8 R-113 Plf W-5'4" TAG 2 = T3 SEQ 97080 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = I TOTAL = I REV. 17.3u6 SCALE =0.2500 ALPINE ENGINEERED PROMXTS INC RjSSES REGUIRE EXTREME CAM TC LL 30.0 PSF REF 0. 04/09/96 )(*IMPORTANTX* SHALL MOT BE RESPONSIBLE r A AMY' WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 0 FAILLIRE TO BUILD THE TRUSS IN CONFORMANCE TC OL 7.0 PSF DATE 04/09/96 WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREMENIS LO&ESS 07HERWISE INDICATED. TOP BC OL 10.0 PSF DRWG A445 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS . 5606 TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER I z e s TRIAS AND t*&ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY A77ACHED PLYWOOD SHEATHING. BOTTOM CHORD IT BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130� 150 9 16OA-F DESIGN STANDARDS WITH PFH)�EnLy ATTACHED RIGID CEILING-- SEE STATE OF TOT.L.D. 47.0 PSF O/A LEN. t CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON 'HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FUnMISH A COPY OF THIS DRIO OUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIEO UPON IN ANY OTHER WAY, DESIGN TO THE TALrSS ERECTION CONTRACTOR. IN .S UggL "" EC. ITYPE IF IC�I To"FOR WOOD C ...""I SPACING 24.0" SPEC J �15-1060) UN THIS OWG. PAEPAREO FROM COMPUTEB INPUT (LOADS S DIME QNSI ITTED BY TRUSS NFR. ob: IT 8 T4 26'0* RBC li S11811 TOPICHORO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 1!1991 re C) OOT CHORD 2x4 SP 02 N UPLIFT ILS : . 400 400 200 WEBS 2x4 SP #3 BRG.LOC IF11: 0.00 20.38 25.71 TRUSS DESIGNED FDA 100 MP" WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLIECTION CRITERIA IS L/360 LIVE AND L/240 70TAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (A) IX4 *1* BRACE. SAME GRADE AS WED MEMBER. ATTACH WIT4 TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS 00 NAILS 0 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY (*)-Gravity (-)-Uplift ERECTION CONTRACTOR. ---------------- --------------------- umm UPLIFT ITS, 11, HANGER N-- cks O'Iyj HUSL A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 a -455#(Ja '6 . " 2751 -1286 d Ip y 14USY BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -1000f HUS26 - # 3315# -15500 16d I ly MIS1 :2000' HHW48 - # 42991 -16600 104 2pply SHIN ALL SUPPORTS TO SOLID BEARING. MIT28 37860'22 EE:CCh' 0d) HHUS48 - f 51800 -2000 16d 2ply 1116d) HGUS48 - f 66400 -2399: 10d 2ply M17280 :449NIP Eachl NS160 46 or 2plyl HGUS48 - + BODO# -26500 16d 2ply --CS150 - -16500 Each) HGUS5.5--#113350--39450 16d 3ply REFfalKE HOLMES LUMBER ?JTAY.IHEET FOR uPLIFTLq&!jGER DETAILS 04 .5X3 1.5X3 (A) 7 X4(A I) 3X4 JAI) 3X4 3X4 20'4"8 X3 5'4" - P 26' A-10510 W-3*8 R-12740 W-3*8 R-3160 W-3*8 IA� 1�3 SE PL .-Ty .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.3q. SCOALEJOW82500 ALPINE ENGINEERED PFA"TS. INC, IFILISSES REQUIRE EXTREME CAM 04/14/95 TC LL 30.0 PSF REF KNIMPORTAND(m s-.Lt NOT SE FIESPOINSISLE FOR ANY WARNING IN HANDLING, Ememom Am "Jill "" DEVIATION FROM THIS K516H OR]NEST SP(CIFICAII04S. ON ANT GRACING SEE 11111-91 9Y TPI. SEE THIS DESIGN TC DL 7 .0 PSF OATE 04/14/95 ITUAE TO WILD fit IAVSS IN COMFOHNimCl WITH OSISS IT IPI. FOR AOOlfIONAL SPECIAL PERMANENT M41NG AE ALPINE CONNECTOR& ARE HAD[ OF ?064 SALT. SICEL WIlIkS AGIN OUIRCH(NIS LftESS OIHGAKIK INDICATED. TOP BC DL 0.0 PSF ORWG At NOTES. APPLY CONNICIORS 10 EACH FACE Of COOM StMk K LAIIRALLT GRACED oil"PROPER A444 Gh I EXCEPT . 5606 &A$ 00 W&IS1 0169ANISE LOCATED ON THIS DESISK POSITION TV AISAPtO PLYWOOD SHEA114ING. OOTION CHOW BC LL 0.0 PSF HSK CONMECIORS MR ORANINGA 130. 130 9 $"A-F. DESIGN STANDARDS WITH PPWlALV ATTACHED RIGIO CEILING '-SEE Z STATE OF 47.0 PSF O/A LEN. 26-0-0 COWOM WAPPLICASLI PROVISIONS OF ADS C SPI. AN INGINEIR'S ALPINE 31COINICAL UPDAll I?/l/011 FDA mwKA TOT LO 0 RIO MAL 04 THIS DRAWING APPLIES 10 fit CDV~kl DEPICTED HERE ORTWAIL U'AICAIICN. FURNIS"A COPY OF THIS !DUR.FAE. 1 .33 tv IN ONLY. ANO SIOALL NOT Of RELIED UPOft IN ANY Olifft WAY OfSlG" to W( l"S[PECTIC"CONTRACTOR I -if TX ob: *1,(5-1060) UNIT Q T56 6*0* DTC GA13LE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TnusS KFR. TOP'CHOA0 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 12 N UPLIFT IL13): 120 PLF WEBS 2x4 SP 03 8RG.LOC W7): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND 19.53 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP$ AND 5.00 PSF IBOITOMJ . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING. ------- ------- -- ----- ------------- ------------ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------TYPICAL-SIMPSON-OR-EQUAL-UPLIFT/HANGER-REQUIREMENTS------ THIS GABLE ENO WILL SUPPORT LOP TO 2-0- OVERHANG ALONG THE 'TOP I+)-Gravity (-)-Uplift CHOPID. REFER TO DRAWING GE-001. GE-002. OR 876.719 FOR STUD --------------------------------------------------------------- VERTICALS AND BRACING DETAILS. GABLE ENO HAS BEEN DESIGNED To ollso UPLIFT MGM *G* HANGER 111111 TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING "s . -455#(Jacks Only) HUS26 - * 27510 -1286 Od Ip y DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE - NTS12 - -10000 HUS26 - f 3315# -15501 16d Iply RESPONSIBILITY OF THE BUILDING DESIGNER. THIS IRUSS WILL ALSO HIS12 - -2000: Each HHUS48 - f 42990 -16600 30d 2ply SUPPORT 2'0* TOP/BOTTOM SPLIT P40OF LOAD ON ONE SIDE. MIT288 - -3786 Each 110d) HHUS48 - * 5000 -2000 16d 2ply M11280 - -44558 2 Eachl 116d) WA5413 - # 66400 -2199: 10d 2p1V THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL _MST60 - -46880 per 2plyj NGUS48 - f 00001 -26500 1 6d 2ply DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS. AND - -16500 Each) HGUS5.5- #113350 -39450 l6d 3ply ALL TRUSS 10 WALL CONNECTIONS. ------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE. 13 WGOOLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTEO. FOR VERTICALS GREATER THAN 4*0': 2X4 ALPINE. 23 WOOOLOC. 3* 3' 3X4 7d 2X4 (01) X4 (DI) 18'7*12 R-94 Of W=6' TAY.IN T 8 SEO' 10182 PL TYA.-ALPINE DESIGN CRITWITPI OTY - I TOTAL I REV. 17.3a SCALE -0.5000 INGINCIAEO PWDUCIS. INC. MISSES AEOUIFK 9XIMME CAM 04/14/95 TC LL 30.0 PSF REF 4XIMPORTANTMN&'M'LL'NOI SEE FK~ISLE FOR An, 4ARNING IN mAmxiNm Epimcm Am .,%III DE 1,%Tlom FIVIN THIS OESI"OR 11,951 SKCIFICAIIONS. OR ANY SAACING SIEE 1415-91 *1 IPJ. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/14/95 V F L AT UK To GUILD IHE Imuss IN COWOMA14CE NJ Ift 051"SY IPI� FOR AUOJJjOftAL SPECIAL K1114,01111 &WING AE a APTWE CONNIECIORS AM KAOF.Of 20"GALY. STEEL MEETING ASIN OU11MEMENIS LIKESS OlHgRMIM INDICATES. lop I BC DL 10.0 PSF DRWG A44 J:�*64 1 EXCEPT AS NDIM APPLY CONNICIOAS 10 EACH FACE OF 00640 So"ti. K LAIUALLIJ sluictO III In ppwcn 5606 t =AND UNILISS 01HEIRWIS1 LOC 110 ON THIS UESISH. POSITION LY AIIACItO PLYWOOD IUIJAIHINIS� BOTTOM CHM IT BC LL 0.0 PSF HSK CIORS,PER DRAWINGS 230, I�9 1604-F. DESIGN SIANDAURN WITH P1106�MV AlIACHEO RIGID C111.166 -- sit DAN ON&OF AIDE G IPI. AN EkSINEEN'S ALPJhI 110INICAL UPDATE 1711/941 ran MICKA STATE OF ITOT.LD. 47.0 PSF.O/A LEN. 6-0-0 UAL Oil Will DFUNING APPLIES 10 WE CONIPON141 DEPICTED 4404 061Y.Att 4PMICAIJOH. fLOWISH A COPY OF THIS IDUR.FAC. 1 .33 1 $§�eA Coo.FiWI If"1~ 1. ..V O"w"..Y nism� in Ito musi towcotom cowsmAcsom N-476 1�' -- , -.--d Job:' 15-1060) UNIT B T5 WOW COM14ON THIS DWG. PREPARED FROM COMPUTER INPUT JLOAOS 9 DIMENSIONS) SUBMITTED BY TRUSS HFR. TOP CHORD 2x4 SP 02 N P VIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) SOT CHORD 2x4 SP 12 N UPLIFT (LBI: 210 200 WEBS 2x4 SP 02 N 8RG.LOC: (FT , 0.00 6.00 TRUSS DESIGNED FOR 100 MPH WIND 19.70 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (1051 AND 5.00 PSF IBOITOMI . DAECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS WAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.C.,� --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER AEOUIRE14ENTS (0-Gravity H-Uplift max UPLIFT mmm HANGER Man H5 -455#(J:cN:s Only) HUS26 - # 2751 -1286 d 1p y NTS12 -10000 HUS26 - # 33150 -15501 16d 1ply HT 1213 :2000 E:Ch 48 - # 42990 -16601 lod 2ply 3786:12 14IT28 2 E ch 10dj =48 - # 51800 -20000 16d 2ply MIT288 -4455012 Eachliffid HGUS48 - # 66400 -23990 10d 2ply MS160 -4688#lPer 2ply) HGUS40 - # 60008 -2650 l6d 2ply CS150 -1650#(Each) HGUS5.5- #113350 -3945: 16d 3ply REFERENCE H01-14ES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS PROVIDE 3 1 16d TOE-NAILS AT T61D CHORD. -3- 3* 1"8 3X4 7 cu 2X4(A 0 X4 JAIJ 4.15 6- R-4120 W-3*8 R=2510 W-1"8 :4 TA?. T 4, SEO: 10190 PL TYP-ALPINE DESIGN CAIT-TPI OTY I TOTAL REV. 17.3a SCALE -0.5000 ALPINE INGINEIVIED PROOMIS. INC. IRUSSIS FCOUIAE EXIMME CAFf 04/14/95 TC LL 30.0 PSF REF KNIMPORTANTRN BULL NOT Of RESPONSIKE FOR ANY WARNING in KAwouxi. citactiou AND TC DL 7.0 PSF OATE 04/14/95 DEVIATION 111001 This 0981680 OR IKU SPECIFICAVIONS. on ANY 8114CING 61t hIG-91 My Ift. KE IIIII DESIGN FAILURE 10 BUILD Itt TRUSS 101 COWORMANCE 01 IN OSIN BY IPI FOR A001110NAL SKCIAL PERMANENT DIMING Is ALVIN[ CONNECIOR8 ARE OAK OF"CA GALV- SICIL MEETING ASIN GUINIKENIS. UNLESS OIHEAWITE INDICAIEIX Top BC OL 10.0 PSF DRWG 4444 Go I EXCEPT AS MOVED. APPLY CONACCIOPS 10 EAC"FACT OF 04M SOALL K LATERALLY OAAUO Oil"PROPER 5606 BC LL 0.0 PSF MSK 11011AS AND UNLESS OTHERWISE LOCATED ON THIS DESIM POSITION LV AIIA0110 PLYWOOD SKANHING. 60110"CHOR13 : X — COAPICIORS PER DRAWING& 610. 150 9 $60A-F. DESIGN STANDARDS KIIN POUPERLY ATTACIIEO MIGIOUILINS -- "I STATE OF 47.0 PSF O/A LEN. 6-0-0 COWOPW 111APPLICAKI MV::Iod w wo 9 IPI. An ENGINEER'S ALPINE I(CRINICAL UPDATE IP/j/911 FOR PROPER TOT LO. MAL a"INTO OILLVINS APPL gs a Ila CONIPOINTAII DEPICTED NINE DRYWALL APPL ICAI ION. FLOWIS"A COPY OF THIS 0 RIO I? [OUR.FAC. 1 .33 a, � 1!81 11! ,:go up" IN am 01,411 WAY Ofs C4 to It,[ IOUs fs!qf!"!"I;U�Icwi. elv -at I _1! I . I F.'r L Job: 15-1060) UNIT 8 T6 6-0- HIPM 4-0 THIS OWG. MPAAEQ FRO14 COMPUTER INPUT (LOAOS r. DIMENSIONS) SUBMITTED BY TRUSS NFR. TOPtCHORO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N UPLIFT ILB TI: 2QO 200 WEBS 2x4 SP 03 BRG.LOC F : O.OG 6.00 6.00 TRUSS DESIGNED FOR 100 MPH WIND 19.99 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (805541 . GEFjEC1ION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. - --------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIAEMENTS 0)-Grav i ty (-)-UP)If t Num UPLIFT Non ONN HANGER *IN H5 A, -4550IJacks Only) MS26 . * 27510 -12860 Od 1p V NTS12 -10001 HUS26 - # 33150 -15500 16d ly 'p ly NIS12 000 HHUS48 Al # 42990 -16601 10d 2p 288 :2 37,,:(2 E:ch NTT; 2 E ch 0dj HHUS48 - * 51808 -20008 l6d 2ply MIT288 -4455012 Eachh,16d HGUS48 A, f 66400 -21990 101, 2plV NST60 :46880 Per 2ply) NGUS48 - + 80000 -26500 63 2p)y ��ICS150 16 [Each) HGUS5.5- #113351 -39451 116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS PROVIDE 1 3 ) 16d TOE-NAILS AT TOP CHORD. R-780 WfRaVIDE 2 1 16d IOE-NAILS AT BOTTOM CHORD. —4 2 1-8 4X4 1*019 7 2X4(A 1) 8*7*12 2X2 1 *4* 6. R-4060 W-3*8 R=1790 W-1'8 REG* 10188 W CALE -0.5000 L TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3a ENGINEEFID PRODUCT& INC. 04/14/95 TC LL 30.0 PSF REF xx IMPORTANT x x ALIUptil"NOT K RESPONSIBLE FDA ANY WARNING %&I#, ", . OUS f, , omatiam Or This DESIGN OR IHESC SKCIFIC*IlDNS. am ANY BRACING SEE fjI@_9j IT iPI. SEE I"IS DESIGN TC OL 7.0 PSF DATE 04/14/95 FAILURE 10 BUILD ONE TRUSS IN CONFOORMANCE 1111H*SON 81 IPI. FDA AOOIIIONA& SPECIAL K1104ANENI BRACINS K ALPINE CONNECIDAT AM NAOJ OF 206A SAM STEEL MEETING ASIN OVINEWHIS. LftESS OTHERWISE INDICAMIL TOP BC DL 10.0 FTSF ORWG A444 64 9 EXCEPT AS NOTED. APPLY COwNECIORS ]a EACH FACE OF COMM S,1AtL N LAIERALLT BRACED Willi PROPER . 56" allis AND UNLESS OIHEAWISI tOCAIED Old THIS M516K POSOI104 tV AT 1AC140 PLYWOOD SHOAIHINIG. NOTION CH" SC LL 0 .0 PSF MSK CONNICIORS PER ORILININGS 130. 150 9 I"A-f. DESIGN STANDARDS 1111H P004-CALY AIIACKG RIGID CEILING-- SET STATE OF TOT.LD. 47.0 p /A LEN. 6-0-0 COWW41 11,PAINFLICASLE PROVISIONS OF NN 9 OPT. AN ENGINEER'S ALPINE 11CIONICAL UPDATE 11/11911 FDA fwAKA MAL ON'HIS Oft"ING AM ITS 16 fit COW-04141 DEPICHO NONE ORIN-ti. APKICAIIOM. TURN)$"A Capir OF THIS 01110 JOUR.FAC. 1 .33 Ift OWT. Me S,1AAL NOT K MO."a UPM IN ANY 011901 WAY. DESIGN 10 lid VAUSS CRECTION CONINACION EEV�,,O 1cznAr7mr- T)A A' 1--, rnmii no - — I .,. 114E ob (5-1060) UNIT B T7 WOW MONO THIS DWQ. PREPARED FROM COMPUTER INPUT ILOADS I, DIMENSIONS) SUBMITTED BY TRUS!% HFR. T09 CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SOC) BOY CHORD 2x4 SP 82 N UPLIFT 11.81: 310 200 200 WEDS 2x4 SP 02 N BRG.LOC FT : 0.00 6..00 6.00 TRUSS DESIGNED FOR 100 14PH WIND 20.58 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF IBOITOMI . DELCTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE AOOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.CJ� - --------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REQUIREMENTS (0-Gravity F)-Uplift mom UPLIFT IT WIT NXII HANGER XNJI H5 - -4551IJacke Only) HUS26 wo * 2751 -12860 d III y NTS12 - -1000f HUS26 - + 33150 -15500 16d foly N1512 HHLIS48 W, + 42990 -16600 10d 2ply 2000:'22 E:,ch 20000 16d 1ply MTT'88 :3786 E 1, 10di HMS48 - # 51000 MTT288 -44550(2 Eachlif6d NGUS48 - + 66401 -21990 10d ply AST60 -46800IPer 2ply) NGUS48 - # 80000 -26500 16d ply CS150 -1 Each) HGuS5.5- #113350 -3945f 16d ly ---------------- ---------------i-i-------- R-1864hEWRIft HOLMES LUMBER DETAIL SHEET FOR uPLIFT/HANGER DETAILS PROVIDE 1 3 1 160 TOE-NAILS AT 16P CHORD. PROVII)E ( 2 1 l6d TOE-NAILS AT BOTTOM CHORD. TA-,22-2- !n 7 2X4(A 1) 4*5 18'7'12 60 R-4120 W-3*8 R-650 W-J"B 1AJ 0: 10 AL PL TYP-ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 0.3a F E -1NOOO ALPINE INGINEIRE0 PON)"Is. INC. 04/14/95 TC LL 30.,0 PSF REF IMPORTANT m It SHALL NOT Of K~ISLI FOR ANY 4ARN ING 0s$# DEVIATION I"THIS DESIGN 04 IKSI SPICIfICAVIONS. 04 ANY @RACING, Stt RI@-91 61 OPT. WE THIS DESIGN TC DL 7.0 PSF DATE 04/14/95 0US FAILLAI 10 NUILO Ott TEAM 84 CONFORMANCE SOON OSIDS ST IPI. F04 ADOIIIoMAt SPECIAL PEAMAN(MI GRACING K 10 .0 PSF ORWG ALPINE COMMICIORS AM MAGI Of ZOGA GALV. STEEL KITIM6 ASIR DUIRF.ENIS. LWILESS OTHERWISE INDICATED. lop BC DL A446 6A&CXCIPI AS MOOED. APftV CONM(CIOft 10 FAC"#ACT Of C49010 rAMLL K LATIRALLY 1101ACID MIT"PfWQKR VALOIS 00 t04,918 11INERMISS LOCASID ON IRIS DESIGN, POS911101 LT AIIAU40 PtYNOW WDAININTL 90110M T"wa 13C LL 0.0 PSF MSK CONNICIOMS PER DAAVINSS 130. 150 9 140A-F. DESIGN STANDARDS WIIH PA0KRLY AITACIOES RIGID C91LINS -- "1 47.0 PSF.O/A LEN. 6-0-0 CONFORM W/APKICA&C PROVISIONS IW W&9 IPI. An INGINE90-5 ALPINE I&CIONICAL LPOAIJ 111.18/011 FOR PROPER STATE OF TOT LO oat MAL a"THIS OUVO&O INAPLIES 10 off Campo-dist DEPIC110 HERE DRYWALL APPLICATION. JLAAWI§R A COPV Of I"IS rDUR.FAC. eno I"(WAY too&um I Not K Art Ito C164). IN ..V alwa.'v fW%1- a I.f vfk#Ss IRIC110"COMIA.Cloft �V-0, Job:**15-1060) UNIT 8 T8 7-0- HIPM WON THIS DWG. PREPAREO FROM EOMPUTER INPUT JLOAOS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP'CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPL IF I JLBJ: 220 320 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 6.75 TRUSS DESIG14ED FOR WO MPH WIND 20.58 FT MEAN(HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF 00,TONI . OEFJECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- THIS GIRDER DESIGNED TO CARRY 06-00-00 FRAMING TC/eC SPLI4 TYPICAL SIMPS(r ",2A EOUAL UPLIFTMANGER REGUIREMENTS FROM ONE SIDE AND 02-00-00 FRAMING TC/8C SPLIT FA014 OTHER Gravity (4-Uplift SIDE. ---------------- ----------------------- Mum UPLIFT Now no, HANGER Nmm A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 - -4550IJacke Only) HUS26 . * 2751 -1286 d 1p V MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M7512 - -10000 HUS26 - # 33150 -1550: 16d 1ply MIS12 000''2 Hch HKUS48 - + 42990 -1660 10d 2ply H 288 :2 ITi 37860 2 EaCh 10dj HHUS48 - # 51800 -20000 16d 2ply NTT288 -4455#(2 Eachl 116d HGUS48 - + 66400 -21990 10d 2ply NST60 -46880(Per 2ply) NGUS48 - # 80000 -26500 f6d 2ply --CS150 -1650#(Each) HGUS5.5- +133350 -39451 36d 3ply ---------- -------------- REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT ENO OF TPJJSS FOR 629.39 LOS. 60 5X6 !n 1 .5X3 C3 W4 2X4 (A I) 3X4 3X3 R=6870 W-3"8 R-629# W-3" TAG T47 SFG: 10194 PLT. TY -ALPINE DESIGN CRIT-TPT OTY I TOTAL - I REV. J7.3q S ALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC TRAHS AEOUSIN EXTREME CAR 04/14/95 TC LL 30 .0 PSF AEF 01 IMPORTANT xx SKKL NOT K KSPONS18LE FOR ANT' dARN I NG IN wmmws, immict, -Am $%M " DEVIATION FROM THIS DESIGN Off 1111SE SPECIFICATIONS. OR ANT BRACAW, SEE HIS-91 BY IPI. SEE THIS DESIGN % 0, FAIL TO BUILD ME IRUSS IN CONFORMANCE NIIH CST"91 TP1. FOR AUDIIJONAL SPECIAL KP^"kl BRACING SK TC OL 7 .0 PSF OATE 04/14/95 ALPIUNPE4 COMNEC TOPS ARE MACE Of TIGGA SALV. STEEL '*ETING AsIm QUIRL"LNIS LIKESS 01HERVISE INDICATED, TOP BC OL 10 .0 PSF DRWG A4. &01 a EXCIPS As holle. AMY CONNECTOR$ .0 EACH FACE OF C1QAO SLL K LAIIPALI.V DRACE0 WITH PFOPER 5606 BC LL 0 .0 PSF MSK C=AND UNLESS 011110101IN LOCATED 04 THIS DESIGN. POSITION if AIIAC6*D PLYNOOTI S..[AlHiw Gallo"CHORD CTOMS Kit CRAVINGS 130. 150& ISOA-F. DESIGN SIANDARDS Willi PROeIRLY A114C.110 011610 CEILING --SEE cow STATE OF TOT.LD. 47 .0 PSF O/A LEN. 7-0-0 IWNLGRM u/*J*Licmkg PROVISIONS cow NDS 9 IPI. AM 1041INCE01*3 ALPIK ItckiNICAL uPQAI1 11/1/911 FOR PfQKm Vz 04 THIS DRAWING AM its 10 1,CO~ml KPICI a himc ORVOIALL APPLICATION ILONI&I a=1 r filn 01110 oun IN".1 .14 Not "I Art fro.� 94 '_ol.".... or�' I., rcvtn.toN 'r . + . -1r^ I Job: )5-1060) UNIT / -79-26#0' HIPS 7*0' THIS DWG. PREPARED FROM COMPUTER INPt)T ILOADS 9 DIMENSIoNS) SUBMITTED BY TRUSS HFA TOP"CHORO 2x4 SP 02 H DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. 801 CHORD 2x4 SP of Dense WEBS 2x4 SP 13 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROJIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991-SBC) SPECIAL LOADS UPLIFT ILBI* 1150 1110 BRG.LOC IFTI: 0.00 25.71 -T-C-:-F-;;;-----7_4_P_L__F__a_t__-_l_._3_3__to_-----7-4-P-L-F---&-t---7-0-0 TRUSS DESIGNED FDA 100 MPH WIND 20.87 FT MEAN HEIGHT IC - From 156 PLF at 7.00 to 156 PLF at 19.00 WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (BOTT&I . IC - From 74 PLF at 19.00 to 74 PLF at 27.33 ENCLOSED OR FULLY OPEN BUILDING. BC - From 20 PLF at 0.00 to 20 PLF at 7.00 ------------------------ ------------------------------------- BC - From 44 PLF at 7.00 to 44 PLF at 19.00 TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS BC - From 20 PLF at 19.00 to 20 PLF at 26.00 (0-Gravity (-)-Up)itt BC - 635 LB Concentrated Load at 6.00 ----------------- ------------------- BC - 569 LB Concentrated Load at 19.00 gnu UPLIFT mxx ANN HANGER Bull H5 - -45501jacks Only) HUS26 - # 27510 -12860 00 Ip v MTS12 - -10008 HUS26 - # 33150 -15500 16d 1p I y HIS12 :2000:(2 E: HHUS48 - + 42990 -1660 100 2ply 37 CIII I I# MTT288 66 2 E Ch 10di HHLIS48 w # 51800 -2000 t6d 2ply MT7280 -4455fl2 Each 166 HGUS48 - # 66400 -21990 10d 2ply 14SI60 :4688:r -2650f 16d 2ply E:r,2p)y) HGUS48 - + 80000 CS150_____1650 c ) HGUS5.5--#113350--39458-f6d 3ply REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -1.33 to 74 PLF at 7.00 IC - From 156 PLF at 7.00 to 156 PLF at 19.00 TC - From 74 PLF at 19.00 to 74 PLF at 27.33 BC - From 20 PLF at 0.00 to 20 PLF at 7.00 BC - From 44 PLF at 7.00 to 44 PLF at 19.00 BC - From 20 PLF at 19.00 to 20 PLF at 26.00 BC - 635 LB Concentrated Load at 6.00 BC - 569 LB Concentrated Load at 19.00 26' 7 -12' _7' 5X6 Q 3X4- X6 5X3 T 7: //Di.5X3 4X6(BO 4X6(84) 3X5 3X9 4X5 3Z6 3X5 7`� -*18'7*12 26 6. 13' -7- R=25980 W-3-8 R=2516# W-3"S TA7. T44 SEWE10-01250 PL TY .-ALPINE DESIGN CRIT-TPT OTY I TOTAL - I REV. 17.3n SCA "'INEENGINECAID PRODUCIS. INC. 'PUGSf' "IKHE cm* 04/14/95 TC LL 30.0 PSF REF NXIMPORTANTHN s,., NOT Of PASPONSI&E FOR ANY WARN I NG IN K04OLINIL ERECTION AND '609, DEVIATION FROM THIS DESIGN OR IMSE SPECIFICATIONS. OR ANY SAACI%G SEE 1119-91 BY IPI. SEE THIS DESIGN I TC DL 7.0 PSF OATE 04/14/95 ,�US FAMIRE 10 BUILD OK IftAS 101 CONFORMAKE WITH OSIGG BY IPI. FOR AO0IIjGNAL SPECM PERMANENT SPACING K 1 10.0 PSF ORWG ALPINE C0NN(CIOAG ARE NADI OF MA GALV. STEEL MEETING AGIN GUtA(MkhlS L"ISS OWIRKIN INDICA110. TOP Z BC OL A446 Gft I EXCEPT AS MOVED. APPLY COMMECIORS 10 fAC"FACE OF D9010 SiL BE LATERALLY OW90 WIIN PROPER z 5606 BC LL 0 .0 PSF MSK INUSS 04 4041611 01041INIS1 LOWED 04 I"IS OESIGK POSITION LV AITACIIEU PLYWOOD SMEATHING. BOTTOM CHORD IOAPICIOPS Pill DRAWINGS 830. 150 9 ISOA-F. DESIGN STANDARDS UJIM�k"ALV ATTACHED RIGIO CEILING __ SEE STATE OF 47.0 PSF -O/A LEN. 26 TOT.LD. CONFORMI"loftICAGILl "NIVISIONS OF NQII S 101. Apo ENGINE911,11 ALPINE ILCINICAL UPDATE p/l/911 FOR PAQPEM APftIjS #0 IHE COMPONENT O(PICIID MEN[ OnYWAl I APKICAI ION FURNIS11 A COPY air IN LURID tt.!!IN 11 OUR.FAC. __I .33_ ,!! 0% ,eA0 Job:'45-1060) UNIT 8 T10 26'0* HIPS 9'0. THIS DWQ. PREPARED FROM COMPUTER INPUT JJOAOS S DIMENSIONS) SUBMITTEO (1Y TRUSS MFR TOR CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT 590 590 C ILBI: WEDS 2x4 SP #3 8RG.LO FT : 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND 21.45 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (801 TONI . DEALECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS NAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 2.4* O.C4 --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REGUIRENENTS (0-Gravity I-)-Uplift Mum UPLIFT NUN NUN HANGER NUN H5 . -455#(Jacks Only) HUS26 - + 27510 -1286 Od Ip y MT512 - -10000 HUS26 - + 33150 -15501 16d Iply HIS12 - -20001 . E:chl NHUS48 U, # 42990 -16600 10d 2ply MIT280 - -37860 2 E ch I 0dj HHLOS48 - # 51801 -20008 l6d 2p ly NTT288 - -44550 Each 116d HGUS48 - + 66400 -21990 10d 2ply NST60 - -46880 er 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 -16500 Each) HGUIS5.5- +113350 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —Elf —9 6 3X4 1.5X3 1.5X3 7 �7 Ln 3X4(At) X4 (Al) 3X7 3X4 3X7 26' R-1321# W-3*8 RYU13210 WUS3*8 TAq. T45 SSFOALE 10203 PL TY .—ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.3Q -0.2500 tog ENGINEERED PFOMXTS. INC. I"SES AIGUIAE EXTREME CAM 04/14/95 TC LL 30.0 PSF REF "P X IMPORTANT x X S"ALL NDI K R[~lfILI FOR ANY WARNING I,, HANDLINCL FAICSID., ANSI OIEVIAIIGN FROM Mit OESIGN OR DISSE SPECIFICAIJONS. OR ANY GRACING $If oiWill 01 IPI. SIT film KSIGA; TC DL 7 .0 PSF DATE 04/14/95 FAILURE 10 SuILD INS lAuSS IN COWORmANct wilm aslas sy IPI. FOR ADDS I IONAL SKCIAL KFINAN1141 BRACING AE ALPINE CONNECICAS ARE MISS!OF "GA G&LY. Stitt NEIIINS ASSN CUIR(KNIS. "(SS OT1110111" INDICATED. lop BC OL 10 .0 PSF DAWG A446 GR 0 EXCIPI At N0110. APPLY COP"CIDOS 10 IACh FACE Of i C#KM 546A&L K tAKRAILY SPACES)MIT"PROKA 5606 t 1011AS ANG UNLESS 11111ERNIS1 LOCA110 ON 1-15 UESIGIC POSI 11000 If AIJAC110 PLYNOW WASHING. 90110"Cham BC LL 0 .0 PSF MSK CONNICIONS PER ISRAVINGS 130. 150 9 IGQA-F OESIGN STANDAROS US IN PFKWKALV AIIACK0 01610 CII&ING --SEE 47.0 PsF O/A LEN. 26-0-0 STATE OF TOT LO. cowom W/Apftic&kt PROVISIONS or NDS 9 1PI. AN ENGINEER'S ALPINE ICOMICAL UPDAIE IMMO too PROPER It Z - 1 .33 Sift 04 10018 DRAWING AM195 10 SHE COMPOWN1 DEPACIEN 646K DRVNALL ApptlCAVION. FURNIS"A COPY or THIS 0 RIO * I 116 ONLY..ANG 91WAL 001 SIT A[ $to UP I'd AS.V 01190 WAY: DISICH to fit Imuss 111111:110"CONIR&CIOR. 1� jOUR.FA tP -. 1"Firo , I--.-^ .'o 45 YHIS DW6. PREPARED FROM COMPUIER INPUI JkQAOS 9 DIMENSIONS) SUBM111ED BY IRUSS MFA. b: -MG) UNIT B Tit 26'0" H PS jj'Q' TOPkCHoR0 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOY CHORD 2x4 SP 02 N WEDS 2x4 SP 03 UPLIFT IL131: 590 590 BRG.LOC FT : 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND 22.03 FI MEAN HEIGHT DEFLEcim CRIIERIA 15 L/360 LIVE A I ND L/240 70TAL LOAD. WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF IBOTTONI . ENCLOSED OR FULLY OPE" BUILDING. THIS TRUSS 14AY NOT BE LOCATED WITHIN A 0.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C.� - - ------------------------------------------- MUST BE PROPERLY AITACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS I0-Gravity I-)-Uplift ------------------- - ------------------------------ m*m UPLIFT am if man HANGER **A H5 . -455#(Jacks Only) MS26 - * 2751 -1286 Od I P Y 14TS12 - -10000 HUS26 - + 33150 -15501 160 Iply HIS12 000112 E:ch HHUS48 - # 42990 -16600 10d 2ply 288 :2 HIT; 3786# 2 E ch odl HMS48 - # 5180# -20008 16d 2p)y MIT288 -4455 a I 1,16d HGUS413 - * 66400 -2199 Od 2ply 88:12 E ch Z�JMS760 -46 P:rn2ply) HGUS48 - * 8000# -2650: 116d 2ply C5150 -16500 E c ) - HGUS5.5- +113350 -39450 16d 3ply WF-E--RE-N-C-E---H-01---NE--S-L--UM--BE-A---DE--T-AI-L--S--HE-E--T-F--O-R--U-PL--IF-T--/-H-"--E--R--DE--T-A-IL-S-- 4' 5X5 5 ul 1.5X3 6 7 LD 3X4(AI) WAI) _+10'7'12 3X4 JX43X4 3X4 m 26* R-1321f W-3*8 R-1321# W-3*8 TAY 7�4 EQ' 10205 PL TY .-ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.3a RCALE -0.2500 Mims FNIQUIAE IXTAFNE CAM 04/14/95 TC LL 30.0 PSF REF I MPORT ANT X 141—ou "Jc WARNING 114 HAMMINS, IRECISON .4 Two CKYJAI I&I Ift" tells C461601 on IHESC SPEW KAI IONS, SAINT 9AACING. SET 1018-91 $1 IPJ. 511 11416 0151cm % FAIL%" to SUIL111 Iva MAS 91 111!, TC OL 7.0 PSF DATE 04/14/95 I"Cowww%NC1 lollbo asive IV IPS. fGA A001$10044 SPECIAL KP^"Ul WWIWG AE % ALOINE CONNECSONG AM NA09 OF 2"A 6"V. STEEL NEEVIN6 ASIR 91,11KNENIS. UNLESS 0101111kisf INDICATED. SOP BC OL 10.0 PSF DAWG 41449 SIT 9 111CC01 IS NOTC9. APPLY CO"CIMS 19 EACH FACE OF DOM St"LL K %.AI1f%mLV VIAZ60 silo PPAPEA z I^JSIICA&G LALCSS 011411NISS LOCATED ON IRIS OFSOW PM1110% tV 41 1AC11E0 PLYNOW SKA11111,10m &OTTO"CH" : 0 BC LL 0.0 PSF MSK CONNE TOM KA*RAW&*" 9110. SSG 9 1604-F. OESLGN II&NOMM %tim PV.OKP&l &ITACACIT Alattl Cattloog -- SEE SIATE Of 47 .0 PSF O/A LEN. 26-0-0 COWN"WAPPLICASLI M"1810ml OF 1" 9 IPI. AN ENGINEER'$ ALPINE JECovNICAL UPGA#j IP/1/911 ton PROKA TOT.I.D. MAL 04 INS OUVI$4 APPLIES 10 lit CORPONER1 KPICIES IMEONE ORVMAlt APKICA110M. fumlol A COPY OF 10416 0 RIO IDUR.F AC 1 .33 in 00.T_ Aw SIML Not " W&Ire Loa. 1. IN,81"A 'I, A, - - Job:�15-1060) UNIT B TJ2 26*0' COMMON THIS DWG. PREPARED FROM COMPUTER INPUT 1LOA05 & 01MENSIONS) SUBM11TE0 BY TRUSS MFR. TOPICHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 13991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT ILB 1 590 590 WEBS 2x4 SP #3 BRG.LOC (FYI: 0.00 25.71 TRUSS DESIGNED FDA 100 MPH WIND 22.62 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP1 AND 5.00 PSF (BOTTOMI . DEFtECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS 14AY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRAC114G AT 24- O.C.4 - ----------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM C80RO. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REQUIRE14ENTS I#)-Gravity (-)-Uplift Nmn UPLIFT m mmo HANGER 111111 - -455#(Jam: H5 c a Only) MS26 - + 27510 -12860 Od 1p y MT512 - -10000 HUS26 - * 33150 -15508 Ifid 1ply MIS12 0000 HHUS48 - + 42990 -1660# 10d 2ply N 288 : :1 37860,2 Each TT 2 Each 110d) HHM48 - * 51o0o -20000 16d 2ply M11288 -4455:IP2 Eachk6d) HGUS48 - * 6640f -21990 10d 2p 1 y NS160 -4688 er 2plyl HGUS48 - + 80000 -26500 16d 2ply CS150 -16500 Each) HGUS5.5- +11335# -39450 16d 3ply - ----- --- ------------- - WF_E_A_EN_C_E---HDL_H_E_S_ LUMBER DETAIL-SHEET FOR UPLIFT/HANGER DETAILS 13' 13' 4X4 1.5X3 I.5X3 7 3X4 (At) X4(At) 26' R-13210 W-3"8 A-1321f W-3*8 TAq T�5 SEQ. 10207 PL TY .-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.3a S ALE -0.2500 REQuip" Ex"If"' cAPA 04/14/95 TC LL 30.0 P§F REF A&PIZE 1711"plo PI'Dou"s. !"c' WARNING 1,NsE:Z. XXIMPORTANTXX S"ALL NOT K ftSPONSIGLE FDA 14T DEVIATION fAOH IN DESIGN OA 119SE SPICIFICAIIONS OR ART SAACING SEE MID-91 81 TPI. "I THIS DESIGN us TC DL 7.0 PSF DATE 04/14/95 ,)"s FAILUK TO 9UJLO:.S TRUSS IN CONFORMANCE V I IN 031'94 01 IPI. FDA ADOI I TONAL SPECIAL KftKJ"N1 BRACIN6 K 10.0 PSF ORWG ALPINE CONNECION ARE RAO( OF 20GA 6ALV 5116L NE11140 ASIN QUIRCHENIS, Lft[SS OTHfAmist INDICATED. TOP BC DL A 41 EXCEPT AS NOTED. MWLV CONNECIOftS 10 1ACn fACI OF 09*10 S-CL K LATERALLY OWED WITH MWE A440 f "do, I . 5606 MSK MISS AND LPLISS OTHERWISE tOCA110 ON THIS DESIGK POSITION LY AT 1AC,40 PLYNOW"AT"IW 60110"= z BC LL 0.0 PSF CONNICIONS KIT DRANINGS 330. 150 9 I"A-F. DESIGN STANDAP405 NJIN PROPCWV AIIACMEO 41610 CEILING -- K1 : - STATE OF - am - TOT LO 47.0 PSF ,O/A LEN. 26-0-0 WS 9 IPI. M ENGINEER'$ ALPINE K01MICAL UMM11 1711/911 FOR MWV1 1. '�F - - UAL ON THIS DIUVING&MICS 10 IHI COMPO-9011 CEPICIED HIAE ORYWAtL APM ICAI WN. FWINISH A Copy W THIS 100110 9 1 1 - FAE 1 .33 ,efo) clo"Tv A, 1DUR )ob: '15-1060) LOT 130 T13 g6'O' YLT THIS OWG, MAR%F?�4.COMPUTER INPUT (LOARS 6 01MENSIONS) SUB41TTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N BEARING BLOCKS: L 13IS3.0 @Ile SOT CHORD 2x4 SIT 02 N ORO X_LOC #BLOCKS LENGTH _14 /81. 3tBLK ILS K 1 WEBS 2 4 SP 03 1 14.042* 1 1 0 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 0139. BEARING BLOCK 10 BE SAW SPECIES. SIZE 9 GRADE AS CHORD. [A) X4 *1' BRACE. SAME GRADE AS WES MEMBER. ATTACH WIT" U NAILS I V O.C. GRACING MATERIAL 10 BE SUPPLIED By PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ERECTION CONTOACIOR. UPLIFT t9l: 580 1200 460 BRG.LOC F 1): 0.00 14.04 25.71 11 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TRUSS DESIGNED FOR 100.00 MPH NINO 20 87 FT ABOVE GROUND WITH DEAD LOAD OF 4.00 PSF ITOPI iJO 5'.00 PSF MOTION). ENCLOSED BUILDING 11991 SOCI ----------------------------------------- IVITICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity 1-1-upilit ar UPLIFT onit no* HANGER man H5 45511jacks Only) HM26 - * 27510 -52860 00 1ply HIS12 0000 HUS26 - * 331510 -1550 160 IpI V MIS12 0000 E:ch 1=48 4 42990 -16600 10d 2p I V M1728 -37860 E N So,,, 49 4 5180# -20000 t6d 20 IV MT1288 -44550�2 Eachl 116d HGUS48 # 66400 -2199# 10d 201V PST60 -4688# or pill HGUS48 # 00000 -26500 IN 2PIV CS150 5 -16501 ch HGUS5.5- *113350 -3945001,164 3ply ;�F_E_AENCE HOLMES LIMBER DETAIL SHEET COR UPLIFTMANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHDR0. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING INSTALLATION TO ENSURE THAI THIS TRUSS 15 ERECTED MPERLY 26' 7 12' 7- 4X6 4X5 3X5 E-= T X4 �q NX�4� 1.5X3 (A) 7 1.6.X4 5X4 X4 (A i) 3X 3X4 __4V8'7'12 14'4* p 14'4" -3'7"3 4-2-2 —+3- 10-11 26* V 12' pl - 7- R-8490 W-3'8 -2400 R-37430 W-3"8 A-4560 W-3*8 TA� To REOALE'DV600 PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL REV. 17,3q ALPINE INGINEEK0 PIN)DUCTS. INC IwjSSEA AEOUIFIE w, ME c— 05/22/95 TC LL 30.0 PSF REF 4 X IMPORTANTM W SHALL NOT SE RISPONSIOLE FOR ANY' 4ARNING IN kvxima. IFIEcl= AND 016, ,, K IATION FROM THIS 09916H ON THESE PECIFICATIONS. 00 ANY SAACING. SEE 11111-111 41 IPS. SET this DESIGN TC DL 7 .0 PSF DATE 05/22/95 FAILIPW TO @1JItO 1#9 16"S IN CONFONIANCE VIIN OSIBS IV IFI. FOR A00ITiONAL SPECIAL PERMANENT OWING I& STEEL MEETING AST" QUIREMINIS. W&ESS OIHIEMISE INDICA110. 1 10.0 PSF DRWG ALPI CONNECIORS ARE MACE Of ROSA SALV. op BC DL A4411 8 JXUPI AS NOTED. APPLY CONNECIOPIS TO EACH FACT OF 010AD Sl.tt K tAIEAALLV OWED WITH PpArm 5606 ALSO AW W&JU @104MIU LOCAIJO ON I"IS jXSIGK POSITION LV ATIAOIETT PLVWOOO SHEATHING. 0011011 Com BC LL 0 .0 PSF MSK I of .0"CIDAII Pill OUNIN0,1I M. 150 9 ISGA-F. DESIGN SIAMOAADS WITH PPOP[FkV AVIACIIEG 03610 CEILING --SEE STATE OF TOT.LD. 47.0 PSF LO/A LEN. 26-0-0 CONFIXIM IVAPPLICAS1.4 PROVISION111 IV MOS 6 IPI. AN INGINEIR'S ALPINE IEDIMICAL WITATE IIII/fil Yam"WER 1'. Vz UAL IT RIO 33 ON THIS DOUNINa AMICS If ONE COMPONENT JXPJCIEC NINE OAVMALL APPLICATION. FLIMMISH A COPY OF THIS 9 OUR.FAC. Ila am T, "A OWL NOT of Iwt Ito UPON IN ANY ObeR WAY twsick 10 U& 1009%114[cflam CONTRACTOR iob: (5-0601 UNIT 0 114 26'0' VLT HTP§ 9'0" THIS DWO, PAEPAAEO FROM COMPUTER INPUT (I.OA44 PJMEUj1Oms1 SUOMITTED By TFRmss MFR TOP'CHORO 2xA1 SP 12 N D.FATES. (1991 Sac) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDI 807 CHORD 2x4 SP 02 N UPLIFT JLBI: . 340 560 280 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 14.04 25.71 TRUSS DESIGNED FOR tOO MPH WIND 21.45 FI MEAN'HEIGHI WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (BOTTOMI . DEAECTIDN CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS NAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACIN13 AT 24' O.CJ --------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS 1+)-Gravity (-)-Uplift SHIM ALL SUPPORTS TO SOLID BEARING. ------------------- ---------------------------------------- mom UPLIFT Tom It IT1111 "ANGER umm H5 - -4550(jacks Only) HM26 - + 2751 -1286 Od Ip y HIS12 - -1000# HUS26 - + 33151 -15508 16d Iply MIS'2 000 HHLIS48 - + 42990 -16600 10d 2ply 813 :2 N172 3786:'22 EEach I :Ch 1110d) HHUS48 - * 51801 -2000 So 2ply NT1288 -44550 2 E chi 6d) HGUS48 M, + 66400 -2199: Od 2ply MSTSO M, -4688 Per 2ply) HGUS48 - + 80000 -26501 16 2ply CSISO -1650: Each) HGUS5.5- +113350 -3945# 1636 3ply --------------------- REFERENCE H01-14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —13 5X5 X4 5X5 1.5X3 X4 X6 5X4 3X4(A 1) 1 6' X4 (A I) ,:::J 5 3X4 14'4" 11,80 WAIN -3-7-3 4-2-2 --1—3 10-11 26' R=5530 WAN3'8 R=17150 W-3"8 R-3730 W-3*8 TA?. SEO: 10218 - T40 SCAL - PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL i REV. 17.39 E 0.2500 ALPINE ENGINEERED PROOM S. INC. WAISTS PEOuIRE IsITImE CAM 04/14/95 TC LL 30.0 PSF REF 9 x IMPORTANTxx SMALL NOT Of RISPONSISLI ;0A ANY 4ARNING :m mANNxims. trumm, AND tttool DEVIATION f THIS DESIGN OR 114SE SKCIfICAllOkS. OR ANY SAACING. Sit 11141-91 AV IPI. SET THIS DESIGN % TC DL 7 .0 FTSF DATE 04/14/95 ,�Us IL a!" rA UNK 10 BUILD THE TRUSS IN CONFORMANCE WITH OSI"BY IPI. FOR ADDITIONAL SPECIAL PERMANENT &RACtNG At ALPINE CONNECTORS ARE MAN OF 2OGA GALV STEEL MEETING ASIM QUIRImINIS UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG A446 CA I EXCIPI AS NOTED. APKY CONNICICHIS 10 EACH FACI OF 0040 51�L K LATERALLY @R"10 WITH PI%OP(R z 5606 HSK "I AM UNLISS OINFAIMISE tOCAKO 004 THIS DESICH. POSITION LY AIIACIIEU PLVWOW"AIN11W BOTTOM CHORD BC LL 0.0 PSF COMNECIORS PER DRAWINGS 130. 850& 46OA-P. O[SIGN STANDARDS MAIN PRO1'[FkV ATTACHED RIGIO CEILING -- SEI STATE OF 47 .0 PsF ,G/A LEN. 26-0-0 TOT LO CONT'am W/WfttCAkg Pf1DV:SIQMS OFINDS S APT. All"INEIR'S ALPINE ItCsINICAL UPDATE wo/941 Fon PROPER fOUR.F;C. UAL 001 THIS OftVING Oft 5 10 COMP43M[MI DEPICTED KOK DAVNALt WK ICAVION. FURNISH A COPY OF THIS Ato eno 1"0-4 v AND solali NOT IN ME,ITT)"Pok Im, A.w 01.60... M41- I" Isof 16k1SS IFKC� -4 CONIOACION V " ",6 0b:-V 15-1060) UNIT 9 T15 26*0" VLT HIPS 11'0* THIS 2WG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOWCHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 Sac) BOT CHORO 2x 4 SP 4 2 N :84 2x 4 SP 0 1 W. UPLIFT ILBI: 590 590 WEBS 2x4 SP 03 BRG.LOC FT : ' 0.00 25.71 TRUSS DESIGNED FOR 100 14PH WIND 22.03 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM1 . PRELIED HORIZONTAL MOVEMENT IS 0.20' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS WAY NOT BE LOCATED AND 0.11" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS (0-Gravity H-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ----------------------------- --------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. mom UPLIFT mom I*u HANGER mum H5 - -45504jacks Only) HUS26 - f 27510 -12860 00 111 y NTS12 - -10000 MS26 - # 33158 -15500 16d Iply M'S'2 :2000' HHUS48 - + 42990 -36600 10d 2ply MTT288 37860'22 EE:Cchh f0dj HHUS48 - + 5000 -20000 16d 2ply MIT288 -4455#(2 Eachilf6d NGUS48 - + 66400 -21990 JOIJ 2ply MS160 :46880 rer 2ply) HGUS48 - * 80000 -2650 16d 2plV E CSISO 16500 Each) HGUS5.5- +10350 -3945: 16d 3ply ----------- ---------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 4' 5X5 X7 1.5X3 x 7 to 3X4 lAt) 1 6'X6 6X6 X7(A 1) J_ _4$�J B.7.12 M 3X4 4 11�1 14'4* 3'7*3 4 2 2 3 10 11 26' R-13210 WAA3'8 R-1320# W-3"8 TAG T41 SEQ* 10 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.3a SCALE -tI500 ALPINE ENGINEERED PF40UCIS. INC IRLSSES REQUIRE ExINENE CAM 04/14/95 TC LL 30.0 PSF REF KM IMPORTANTxx IMA&L Not 81 A[~I8Lf FOR ANY* HARNING I-, KAwxiw& twisom AND watel, DEVIATION I"IHIS DESIGN 04 IMESE SKCIF ICAI IONS. DRANI GRACING. ME tole-ol py Irl. Off ThIS DESIGN TC DL 7.0 PSF DATE 04/14/95 FAILURE 10 NUILD lK I"S IN CONFOANANCE NIIH OSTSO RV IFI. FOR ADDIIJONAL SPECIAL KAMPMUt OWING K ke ALPINE CONNECION AN MADE OF MA GALV. $119t V411ING ASIM OUIW-[Nl$ WKISS 01HERNIK INDICAVED. lop BC DL 10 .0 PSF DAWG A446 64 1 9XC(PI AS NJIM Afftl COWACILIAS 10 1AC01 FACE OF C1440 fif"LL BE LAVIRALLY ORAC18 Willi PROPER IRM AND Wkill GI#9ftIK LOCAIE0 0.4 IHIS DESIW POSIIJON LY A11AC140 PLV"OW SKAT"INII, 00110"Clom 56" BC LL 0.0 PSF MSK CONNECTORS PER DOUNIN61 130. 150& I"A-F. DESIGN STANDARDS WIIN PROFEP41 A1140-0 RIGID CEILING-- GET TOT.L.O. 47.0 PSF ' /A LEN. 26 STATE OF -0-0 Cowerm V/APPLICAKI PROVISIONS OF AIDS 9 ;PI. AN INGINEWS ALPINE IMINICAL %1PDAI6 IP/lAll FOR MWER 1� I, MAL 04 THIS GRAVING APPLIES 10 lit CC.A4364101 DEPICIED HER[ DNVNALt APP%MAY 104. fUMISH A COPY OF MIS Dino JOUR.F c. 1 .33 In ONLV. AND$K&LL hill IN Aft Ito UPON IN ANV Glitil wAy DISIGN 10 Wf MUSS IFWCVION CONTRACION T6 Ito iab"�'(5-1060) UNIT 8 T16 26*0* VLT THIS OWQ. PAEPAREQ FROM COMPUTER 114PUT (1,0ADS 9 01MENSIONS) SUBMITTEn BY TRUSS 14FR. TOPICHOAD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SKI BOT CHORD 2x4 SP 02 N :84 2x4 SP #I W. UPLIFT ILBI: 590 590 WEBS 2x4 SP 03 BAG.LOC FT): 0.00 25.71 TRUSS DESIGNED FDA 100 MPH WIND 22.62 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF 1BOTTOM1 . PRE$ICIED HORIZONTAL MOVEMENT IS 0-19' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS 14AY NOT BE LOCATED AND 0.10' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. -------------------W-Gravity-(A-Uplift---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NuN UPLIFT NNW UNIT HANGER WIN, H5 -4550IJaCke Only) HUS26 - * 2751 -12860 Od IP Y MT512 N, -10000 HUS26 - f 33150 -1550f 16d Iply HIS12 - -2000012 E IT HHM48 - + 42990 -16600 10d Ply 2 E:c MIT288 - -37860 ch 10di HHUS48 - # 51800 -20000 16d 2ply MIT288 N, -44550 2 Eachl 116d HGUS48 - + 66400 -21990 10d 2PIY NST60 -46880 Per 2ply) HGUS48 - + 80000 -26500 l6d 2ply CS150 -1650#(Eachl HGUS5.5- +113350 -39451 f6d 3ply REFERENCE HM14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' 13' 4X4 3X7 I .5X3 x 6X6 6X6 MAI) 3X4(At) 1-6- 1 _+18 7 12 14'4" 1 3'7"3 4-2-2 --+3 ION It 26' R-13210 W-3"8 R-1320f W-3"8 4AY. 142 SEQ, 10210 L TY .-ALPINE DESTGN CRIT-TPI OTY - I TOTAL I REV. 17.3a S ALE -0.2500 ALPINE ENGINEEPWO PRo"IS, INC. 04/14/95 TC LL 30.0 P5F REF mKIMPORTANTxx 504ALL NOT Of REVCHISIKE FOR ANV d A R N I N G I N""m%MXKI wW1 I REC'All-ON c A_#Q %III 1XVIAVION MR THIS KSIGN OR III(SE SPECIFICA111104S. DA ANY BRACING ME 1118-91 91 IPI. "I THIS msic,4 TC OL 7.0 PSF OATE 04/14/95 FAILURE go BUILT) Itit IPAAS IN CONVOMANCE Nil"OSTRN 6V JPI FOR A001110NAL SPECIAL PIAKANENI SAACI14 It A&PI CONN[c'OR$ARE MAINE Of ftGA SALV� STE[L W[JING ASIX QUIRtNtHIS. LftISS 011dawim JNDICAIIQ. top BC DL 10.0 PSF ORWG A446 I 9XCIPI AS h0lgfl� APKV COAPSECIORS 10 JAC*4 FACE Of C-dXK1$61"L K tAILA"kl 1111"Ill Nil"PROVEN INA$"A tft9SS 0114ANISS LOCA110 ON 1"IS KSIGAE POSITION tV A11ACtIED KV0000 DRAWING. bottom C60M 5606 8C LL 0.0 PSF MSK COWdECTONS PER ORANINGS 130, 156 9 3SQA-F. DESIGN SIANOAADS With PROPERLY AITL0,10 011610 CEILING-- SEE Cowaft II/AmICASLI PROVISIONVII OF NDII 9 SPI. AN ENGINEER'S ALPINE JJCMIC" UPDATE 17111911 1001 PROPER STATE OF TOT.LD. 47 .0 P A LEN. 26-0-0 ST $CAL ON loll$DRAVINIT&Pftj9S 10 Itt C0~ftj INPIC110 N[NS CATUAIL AF4%ICAV#00#. FWWIS"A CO"OF $&LIS 9, t 114"V.—Ahlb-b"IL NOT K KLI10 L04)ft Its ANY 01HIA WAV. 0ESIGft 10 1#* TRUSS 9FACOJOR CONTRACTOR 1 .33 ."J �(JOHN) LOT ob: T17 COMMON THIS QW6, PREPAREQ_FROW COWUTE2 INPUJ (VOAA 5 Q144ENSIQNS1 SUBMITTEO BY TRUSS WR TOP'CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORO 2x4 SP 12 N UPLIFT WEDS 2x4 SP 03 BAS LOC Hl' 01000 31701 UPUFT BASE ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBCI NINO SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSE A A GID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. - ----------------------------------?------ MUSI BE PNP(RLY ATTACHED TO THE BOTTOM CHOW TYPICAL SIMPSON OR EOUAL UP REQUIREMENTS ,_V!FT/HANGER IO-Gravity uplift ana UPLIFT son IT 8; HANGER Nun H5 -455#(J&Cke Only) HUS26 2 510 86 0 : I 10d IPIIY HIS 2 -10000 HUS26 3315 15250, 1 6d So V . go 0 1 His 2 :2000 2 EE,,:,Chh�110d, W18 411%90 -1660 1 Od 2ply RTT208 3706:12 a 51801 -2000 6d 20y MT1208 44550 Each l6d HM48 66400 -2199: 1 04 2ply UST60 :46613,j:r Fp YJ NGUSAS 8000f -2650, Ifid 2ply CSi5O -I I ch HGUS5.5- #113351 -39450116d 3plyl REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2- -lA4 7 2X4(A X4 (A0 4,-5 J.5X3 91V —4& 1 -4- R-287# W-3*8 R-287# W-3"8 T406 15 TYP,�ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m RRE _bl.�000 IFILISSES KOUIFIE 9311KNE CAN I MPORT AN T w N &"ML'I'N'DI"K'IIEWRESIP)OWSI'KE F'&10 A'N'I' HARNING IN HANDLINS, 1111ICTION AM 05/31/95 TC LL 30.0 PSF REF DEVIATION FMU THIS DESIGN OR THESE SPECIFICATIOKS. OR ANY DRACIN6. KE HIG-21 BY TPI. 611 11418 IKOIC48 TC OL 7.0 PSF DATE 05/31/95 FAILLM To sulto lit Imm lit CONFORKANCE 011H 051"61 1PI. FOR ADDITIONAL SPECIAL KFHANENI 9441NO FIE 00 ALPINE COWNECIDIgg AM MADE OF W.A My. STEEL MEETING ASIN GUIAEMENIS. LINLESS 01HEFINISE INDICATE& TOP BC DL 10.0 PSF ORWG A444 64 9 IWAPT AS 000190. APftV CONNECIOMS 10 IACM FAU OF 00040 SHALL K LATIMLV VLACED 11IT""W" IM49"A LINLESS 91HEftISE LOCATED ON THIS OESIGH, POSITION tY A114040 PLYWOOD SMAININS. MOTION CHOM 5606 BC LL 0.0 FTSF JRK CONNECTOIN!PER WAVIN63 M. 150 9 ISQA-F, DESIGN SIANOAAOS WIN P"'EPLV ATTACHED 011430 CLILIM--ME 0 TECHNICAL 0-11411 17/l/011 I IT 0-0 CONFOM 114TAMPLICASILE IOL-19104 OF NOII 9 IPI. All IWGINEEII-11 ALPINE ON PrIMPER STATE OF TOT LO. 47.0 PSF O/A LEN. 4- SEAL 04 THIS 0" INS Oftlill 10 gig COWPONSHI DEPICTED NINE DRYWALL APPLICATION,tup"Im"A COPY OF THIS Rio r()UR.FAC. In ONa V 04 INTATTI NOT Of FIT&190 k0" IN ANY 01164 TIAV. FITSIGN, TO 1#4 IW41 TWITCH CONTRACTOR. 0 g(JOHN) LOT / T17GE CROP GE THIS DING. PREPAREO FROM COMPUTER INPU b wu 114fNSIONS) 5VBMlITE0 BY TRUSS MFR, TOPICHDRO Zx 4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IN I JqCATEO. 801 CVORO 2:4 SP :2 N UPLIFT JLB 200 -too IESS 2 4 SP 2 N BRG.LOC F, 0!000 3.71 C AAI'r. Cot UPLIFT BASE ON 10.00 PSF TOTAL DEAD LOAD. 0 t9i SOCI WIND SPEED - 100.00 MPH. WAN HEIGHT - 15.00 FT. ENCLOSED ------ ------- -- ----- ---- ALLIPLATES ARE 2X41011 EXCEPT AS NOTED. TYPICAL-SIMPSON-OR-EOUAL-UPLIFTMANGER PEOUIFIE14ENTS A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. M-Gravity 1-1-1.101ift 14USI BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------- ;; HAMER RON IFT ANN 0 H5 - -455ftiocks Onlyl KA26 '5'f 12860 tod Iply 111512 -10000 HUS25 3315 :1550 Isd $ply NTSJ25 :2 12 =48 -16600 lod 2ply 000 2 E:C 3 4299# 1 RTT28 3786: E hh IOdj also# -2000 Iso 201Y NIT206 - -4455#(2 fsch�116d WAA48 66400 -2199'f 1 Od 201v 145150 :46880 or fp V) WA1549 90000 :2650 fid 2PIv C515O__: 165001SCh __ ______HGUS5.5- 4113350 39450#116d 301YI REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 29 2. 3X4 'I T T___V 4 —40 R-188# W-3*8 R-1880 W-3*8 TAq T407 15 A .�14 PL TYP.—ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.2m RE"LE .5000 ALPINE ENGINEERED PAODMIS. INC. INASES FIEGUIrd EXIACNE CAM 05/31/95 TC LL 30.0 PSF REF X X IMPORTANT K x wALL mi sa mspamsms fan Amv dARNING IN, wmxm tFIEC110% MVIATiom rrm mis cEst6w m IKU SPECIFICATIDNS� 00 ANY SOACING. SEE HIS-91 $I TPI. SEE THIS DESIGN .IS 1" TC OL 7.0 PSF OATE 05/31/95 FAILURE TO WILD INE 11"S IN CONFONIANCE *110 USINS SY $Pg. FOR ADD1110NAL SKCM KRA""I 11"I"S It S5 ALPINE COW4910M AM MADE OF 2064 rA&Y. 51[ft KITING ASIN OUIREKNIS. kPAISS OIKIWIN INDICATED. TOP 8C DL 10.0 PSF ORWG A449 GR I[11UPI AS HOUR. APVLV CONKC10ft 10 EACH FACE Of DOM SsAALV Of 1,&IIR"LY GRACtQ 111H PHQPE% 5606 BC LL 0.0 PSF JRK INJSS AND W4,9SS 91HEANIS1 LOCA110 ON IN#$DESIGK POSIVION LY AIIAC.40 PLYWOOD SICATHING. 60110"CHOW ca"claft Kok 0"at"GI t3s. %54 9 I"A4. DEIIG64 SUNSUO& uIth Pm�CRLV 41tAC.'Eu 01414 tttttms--SEE TOT 0 PSF O/A LE -0 STATE OF 47 . 4-0 CONFORN NJAPPLACAKI POQVI$10hG OF HIM 9 IPI, AN INGIKFR*S ALPINE TECIONICAL tV0AI1 1111/911 tCO1 FrAPEA SEAL 04 WIS WAVING AFftj[S 10 fit COMPOKkI DEPICTED HERE DAYWALt APKICAVIOM. FURNISH A C.,Of THIS .3.3 IN om Y AM 11w t wl OF ff.IFO upnii 1. .."alleft in ,a vmswrtim rsrinioi 4,e. iob:N5-3571) LOT 122 J1 EJ7 THIS DWG. PREPARED FROM COMPUTER jNE�Ll (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR� TOP%CHORO 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS IND ICATEO. BOT CHORD 2x4 SP #2 N UPLIFT (LB : 200 230 200 WEBS 2x4 SP 02 N BRG.LOC IFTI: 0.00 7.00 7.00 TRUSS DESIGNED FOR tOO.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . HERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) EACTIDN OF 222.16. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *mn UPLIFT *** I *N* HA14GER N** CONTRACTORS WARNING: H5 - -4550(jacks Only) I HUS26 + 27510 -1286F(10d Sply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 * 33150 -1550006d Ip y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 14TS12 - -20000(2 EaCh) I HHUS48 + 42990 -1660f(IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 - -3786#(2 Each (10di HHUS48 + 51800 -200of(16d 2ply) MTT28B -44550(2 Eachl 066 HGUS48 + 66400 :21990 106 2oly) 14ST60 -4688#lPer 2ply) HGUS48 * 30000 2650fli6d 201y) CS150 -1650#(Each) HGUS5.5- +113350 -3945fil6d 300 R=2 gPjFRWr_Ej 14SMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2*2*4 Ln 7 2X4 (At) 4,"5 1 -4- 7' R=459# W=3"8 R=1030 W=3" TAG T8 SEQ: 19112 PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY 16 TOTAL t6 REV. 17.2m SCALE =0.5000 ALPINE EPED PAOOUCTS, INC. 1AUSS11 1111 EXTREME IA-E 11/22/95 TC LL 30.0 PSF REF x x 1 MPORT ANT SHALL NE771'17PESPONSIBLE FDA ANY WARNING I N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIO-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TAUSS IN CONFORMANCE WITH OSISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TC OL 7.0 PSF DATE 11/22/95 ALPINE CONNECTORS APE MADE OF 20GA DALY. STEEL MECTIMG ASIM OUIREMCNIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG A445 CA 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 13RACED WITH PROPER z 5606 BC LL 0.0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED 04 THIS DESIGN. POSITION LY ATTACHED PLYOOOO SHEATHING. BOTTOM CHORD : CONNECTORS PER DRAWINGS 130. 150 9 ISDA-F. DE51GN STANDARDS �WITH PROPE63LY ATTACHED RIGID CEILING --SEE STATE OF ITOT.LD. 47.0 PsF 'O/A LEN. 7-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI, AM ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/91) FOR PAOPE A —1 .3-3 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS % IDUR.FAC. t IN ONLY. AND SHALL NOT BE AELIEQ UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E .._- 11 Jc;P A r T Nr, P4 0" lTvrr- F,1ArX V�, Job: (5-1060) UNIT 6_1 J2 CJ5 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIKENSIONS1 SUBMITTED By TRUSS 4FR. TOM CHORD 2x4 SP 02 N (1991 SBC) BOT CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT ILBI: . 220 200 200* WEBS 2X4 SP #2 N BRG.LOC FT : 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 14PH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTTOMI . DE4ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.Cj --------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS M-Gravity H-Uplift mmw UPLIFT um HANGER NNN H5 -455#ijac:s Only) HUS26 - *42"7510 -12860 Od 1p y MYS12 -10000 HUS26 - f 33150 -15500 16d 1ply HIS12 -20000 2 Rch HHLIS48 - # 4299f -16600 10d 2ply NTT288 -37860 2 E Ch 110dj HtIUS48 - # 51800 -20000 16d 2ply NTT268 -44550 2 EaChl I 6d HGUS48 - * 66400 -21998 10d 2ply NS160 -46880 Per 2ply) HGUS48 - + 80000 -26500 6d 2ply CS150 -1650flEachl HGUS5.5- +11335f -39450 116d 3ply --------- -------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16d TOE-NAILS AT TOP CHORD. R=1500 W=J"a PROVIDE 1 2 1 l6d TOE-NAILS AT BOTTOM CHORD. 1'0*4 7 _T_ 2X4(A 4*5 1 l4w 5' R-3680 W-3*8 R=51# W-3" TAY TR FIL TY .-ALPINE DESIGN CRIT-TPI OTY 8 TOTAL - 8 REV. 17.3a KAlWo-Moo ALPINE ENGINEERED MOMS$. INC. IWASIS FIEGUIRE ENTRINE CAM 04/14/95 TC LL 30.0 PSF REF KXIMPORTANTxx sim, A4, BE AE~IBLE FDA ANY WARNING IN uAlictiNs. apEctsom me ,'3,us % I DIEVIA110"FROM $04411 DESIGN IN hoESE 1,01CIFICAlIONS. 00 ANY BRACING Sit 1019-111 BY IPI. "I IHIS DESIGN TC OL 7.0 PSF OATE 04/14/95 FAILURE to BUILD SITE MAS IN CONFORMANCE Willi&SI98 BY Sill III BRACING F FOR ADDITIONAL SPECIAL KpjiAw a ALPINE CHNECIOAG AN HAD[ Of 20GA GATT SlIft MEETING AGIN GUINEW(hIS UNLESS OTHERWISE INDICA110. lop 10.0 PSF DRWG BC OL A446 64 11 EXCEPT AS NOTED. APKY CONNECTORS 10 JAC"FACE Of CIWIID SIIAI.L BE LAIIRAILV BRACIC WISH PROPER IMPUBS AND L011,1511 SlIff[IIIIIN LOCATED ON INIS DESIGN, POSITION LY ASIADIED FILV00011 SilEATHING. 50110"C"0114 5606 13C LL 0.0 PSF MSK CONNECISIRS PER DRAWINGS 630- 150 9 IG9A-F DESIGN STANDARDS WITH PROPOILY &IIAC.Fo RIGID CEILING -- SEC. CONFORN WJAPftlCAk1 PASH:16,104 OF 00%1, IPI. AN ALPINE IfOlifICAL UPDAIC 1111tilSt FOR;AOPER STATE OF ETOT.LD. 47.0 PSF O/A LEN. 5-0-0 I 1 '14, MAL SIN HIS BRAVING A04% C(P~141 IXPICI 0 NEFIE DRYWALL APPL ICAl TOM fLIFIVISK A COP DUR.FAC. 1 .33 "a sm"I. Not BE RJ,:D unk Too ANY ollofft WAY orsic", lo III( ImAs fAtcloo"CONIPACIDA IN Bill If to per .1 Job':'*' (5-1060) UNIT 8 J3 CJ3 THIS QWQ. PREPARED FROM C014PUTER INPUT fLOAOS 6 OINENSIONSI SUBMITTEO OY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) DOT CHORD 2x4 SP 02 H UPLIFT ILBI: 200 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WIND 15.00 F] MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOMI . DELCTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C.4 TYPICAL S114PSON OR EDUAL UPLIFTMANGER REOUIAE14ENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity -Up)I f t mum UPLIFT mum *MN HANGER mum H5 - -455#iJacks Only) HUS26 - * 27510 -12860 Od III y MT512 - -10001 MS26 - f 33150 -15500 16d 1ply HIS12 - -20000 2 Each HHUS48 - # 42990 -16600 103 2ply MIT288 - -37860 2 Each l0dj HMS48 - 4 51800 -20001 16d 2ply MIT288 - -44550 2 Eachl 116d HGUS48 - + 66400 -21998 Od 2ply MST60 - -46880 P:rh2p)y) HGUS48 - # 80000 -26506 16d 2ply CS150 - -16500 E c ) HGUS5.5- #113350 -39450 16d 3ply ------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 1 2 ) 16d TOE-NAILS AT TQP CHORD. PROVIDE 1 2 1 l6d TOE-NAILS AT BOTTOM CHORD. R=68# W=t"B '10*4 7 2X4(A I) 4"5 1 4 3- R-2900 W=3*8 R-230 W=3" TA?. TO. SEO: 10228 PL TY -ALPINE DESIGN CRIT-TPI OTY 8 TOTAL 8 REV. 17.3q SCALE -0.5000 INGINE11*0 PPAN)UCTS. lkc_ IRUSSIS REQUIRE 1XISIENE CAM 04/14/95 TC LL 30 .0 PSF REF XHIMPORTANTWX S"1421%1 K AESPONSIKE FOR ANY WARNING p, HANDLING. EpEction mo "t"11#1 DEVIAIJO14 FROM MIS DESIGN OR 11469 SKCJFICAIJOP4. OR ANY BRACING SEE HI@-2j $1 IPI. Ul THIS DESIGN TC DL 7.0 PSF DATE 04/14/95 FAILUA1E 10 BUILD fft IRUSS IN COWWMA14CE Wiln 03108 BY IPI. FOR A001110MA SPECIAL KAK&N(NI BRACING RE ALPINE CONNECIORS AM NAM fW 2011A SAM SMA HEIIING AGIN GUINE.C.IS UNLESS 81.1ftim IwDICA11D. lop BC DL 10 .0 PSF DRWG 4446 rA I EXCEPT AS NOTED. APPLY CONNECIORS 10 EACH FACE OF Cj4)R0 SIML K LATERALLY SPIACID Hit"PROPER ft4S 04 Lft9SS 91HERNISS LOCA199 04 THIS DESIGK POSITION JY ATIACItO PLYNOW WAIMING. 001104 CNN* 56o5 BC LL 0.0 PSF MSK CONNECTORS P94 0AAKINGS IX 150 S 660A-F. DESIGN SIANDAROS I NJ IN PAUREP&Y AIIA0190 RIGID CEILING -- K1 CONFORM 111APPLICAKI PROVISIONS W NDS 9 IPI. Aft CH69NIMS ALPINE TECHNICAL UPOA11 P/l/1111 too MWPEA STATE OF 47.0 PsF O/A LEN. 3-0-0 0 MAL OR This 004 To 'He C.~.,cit"C"D HERE DRYWALL APPLICATION. fURNIS"A CO"OF THIS RIO .33 �q%tio ——, — 11-11—— .., . - ,,, — ,, wr,s—r—mi— 41 . __ - -ob:.(5-1060) UNIT 8 J4 CJI THIS OWG. PREPARED FROM COMPUTER INPUT LLOADS 9 nIKENSIONS1 SUBMITTEO BY TRUSS $4FR. TOP'CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N UPLIFT JLBJ: 200 200 200 WEDS 2X4 SP 12 N BAG.LOC IFT)* 0.00 1.00 1.00 TRUSS DESIGNED FDA WO MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF IBOITOMI . DEFEECTION CRITERIA IS L/360 LIVE AND L/240 70TAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL SAACING AT 24' D.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER AEOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity I-)-Uplift ------------------- -------------------------------------- Texts UPLIFT mum HANGER Notes H5 . -455#(j:C"k"s only) HUS25 - + 2751 -1286 Od III y NTS12 - -10001 HUS26 - * 33150 -15500 16d Iply HIS1213 :20001,2 E:cb HHUS48 - # 42990 -16600 Iod 20Y MIT28 3786f 2 E ch IOdl HHUS48 - # 51800 -20000 16d 2ply MIT268 -44550(2 Eachl 116d HGUS48 - # 66400 -21990 Iod 2ply NS160 :4688:IP:r,2ply) HGUS48 - # 80001 -26500 16d 2p 1 It CS150 1650 E c I HGUS5.5- +113350 -39450 16d 3ply ----- -- - - --------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS PROVIDE 1 2 ) 16d TOE-NAILS AT T CHORD. PROVIDE 2 1 i6d TOE-NAILS AT 8970H CHORD. 7 :E 8'8*4 2X4 (A I) I V5()j 4'5 8*1' 1 -4- + I A-29130 W-3*8 TAq T7 EO: 10 PL TYP.-ALPINE DESIGN CAIT-TPI OTY - 10 TOTAL 10 REV. 17.3o RCALE 315000 ALPONE ENGINEERED PF;ODUCIS. INC TALMSES KOUIM IXIFAHE CAM 04/14/95 TC LL 30.0 PSF REF K N IMPORTANT x W SK44L NOT K RESPONSIBLE FOR ANY* HARNING IN ,,Nximr.. tPecitom no DEVIATION FROM IH:,S"OESIGN 04 CIHESI SKCIF ICAI IONS. OR ANY SAACING SEE Hib-98 BY IPI. SEE THIS DESIGN '.�Us f, TC DL 7.0 PSF DATE 04/14/95 F&ILim 10 multo i"s IN owoRmANct us I"asm BY In. FOR AWIIIONAL SPECIAL KAKANENI BRACING AT ALPINE COWNECIINut ARE "Of OF 206A GALV STEEL HITTING AGIN QUIREMENIS MESS OTHERWISE INDICATED. TOP 10.0 PSF OAWG BC DL A444 GA I 91CIPS AS NOTED AMY CONNECIOft 10 9AC"FACE OF CHORD$11ALL K LATERALLY BRACED Wit"PHOKII RIAS AND LKESS Of-411-1111 LOCATED ON THIS DESIGN. POSIIION LV ATIACKO PLIHOOD S.*AININB. 001104 CHORD 5606 13C LL 0.0 PSF MSK 1., -0 CONNECTOR$PER GRAWINGS 830. 150 9 1604-f. DESIGN SIA.OAAOS W1 IN r%0PIF4 V At 14CO40 RIGID C(IL ING --SEE STATE OF CONFORK 111APPLICA&II PWV:,$,1GNS Of 04011 9 IPI. AN ENGINCER'S ALPINE IECHNICAL UPOAII 171101911 FOR PrAPCft TOT.LO. 47 .0 PSF O/A LEN. 1-0-0 MAL 04 111111 CRANING APPI. to HE CGNPOWEHI DEPICTED HERE URVWAtt APPL ICAI ION, FURNISH A COPY OF THIS 0 AID OUR.Fj I*am T. &wo si-att.wol BE UPON 1%'"V S"'I R'*V DESIGN IQ It* IHUSS fr4clso"COWRACION Job: "15-1060) LIN I T B J5 HJ7 THIS QW6. PREPARED FROM COgPt)7fR INPUT (LOACIS 6 01MENSIONS) SUOMI TTEO f)Y TRUSS MFA TOP'CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N UPLIFT ILB1*. 380 3480 200 WEDS 2x4 SP 03 BAG.LOC FT : 0.00 9.90 9.90 9.90 TRUSS DESIGNED FDA 100 MPH WIND 20 87 FT 14EAN HEIGHT DEF WITH DEAD LOAD OF 5.00 PSF (TOP) AN6 5.00 PSF (BOITOMI . EECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-i-00 TYPICAL S114PSON OR EQUAL UPLIFTMANGER REQUIREMENTS SETBACK. CORNEA JACKS HAVE NO WEBS. 1#)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. NNII UPLIFT SIX mum HANGER NUN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455#IJ:cks Only) HUS26 - # 27510 -12860 Od 'p'Y1 HIS12 - -10000 HUS26 - # 33150 -1550# 16d 1pIv HIS12 - -20000 ach Z 4, a =i4 42990 -16600 10d 2p -BB# 1471`288 - -37861 15 EE:cc'1hj9ft@j0 I a L8# 51800 -20000 f6d 2pl;j MT1288 - -44550 2 Eachl (16d)l HGUS48 - * 66400 -21990 10d 2plyj NST60 : -4608#rer 2ply) HGUS4 80000 -26500 l6d 2ply I F 11 '9"7 _rgirin - FRiSna F rhl 1JGIfS5 5: *11 350 -39450 16d 3ply --------- ------ --- - --- ------------- ------- REFERENCE-HOLMES-LUMBER DETAIL SHEEI-FOR-UPLIFT/HANGEA DETAILS PROVIDE Fw 2*9'4 1 3 16d TOE-NAILS AT T OCk PROV DE 3 l6d TOE-NAILS 7 bov I .5X4 In 4.95 C;;.- _T_ 2X4 (A 0 18'7*12 1110 010 - 1 9' ION 13 4'2"15 5-7-14 R=4760 W-4"15 52# FI-4060 W-3" TA7 T4 SEG' 1023� PL TYP.-ALPINE DESTGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.3q S_ 000 IRLISSES F&OL11111 04/14/95 TC LL 30.0 PSF REF I MPORTANT X X'5K'&;"LNG'1K"'P=' S`S*LF.rS'a j'L'Njc,* VIARNING im "ANGLING. amencoo me 11101 O[VIAIIO14 FRON In 6 DESIGN OR 11dS1 SKCIFICAIIONS. ON ANY SAACING SEE t,10-91$1 IPI. ME SHIS DESIGN % TC Dt. 7.0 PSF DATE 04/14/95 FAILLIRI 10 WILD :I', VALISS IN CONFORMANCE WISH SISINS IV IPI. FOR A001110N.L SPECIAL PERMAN[NI ""INS Af ALPINE CONNICIONS ARE "AM OF ""SALV. 6119L 1411ING ASIN OVIREMENIS Lftj6S Oj.*AWIK INDICATED. SOP 10.0 PSF DRWG BC DL A441 Sh I ISCIPI AS hOlIO. APPLY CONNECIORS 10 1ACt#FACE Of C&dWID S�"LL K LATIULLY NACIO lilt"PROPER 1 5606 BC LL 0.0 PSF MSK INA$ANO LALISS Of CANIM tOCA1411 ON 1016 DESIGN, POSI I ION LY AIIACItO PLYWOOD St*AVNINS. 901104 CHORD ( 10-13 CON04CIORS P101 DRAWINGS 130, 150 9 SSOA-F. DESIGN SIANDARDS WISH P"'EFILV AfIA01(O 011439 CEILING -- ME a CONFOAK a/APPL ICASL4 PROVISIONS OF has 9 10-1- AN ENGINEER'S ALPINE IICINICAL LIP It 1711/911 fool PROPER STATE OF TOT.LO. 47.0 PSF O/A LEN. 9 UAL ON INS$DRAWING APPLAIS Is lot COW-w"I MPIC110 Kne GAV"Ait &PPLIC411cm. rUrals"1,COPY of INS& OUR.FAC. 1 .33 to IN we V. AND 1104 L A01 Of "Et III)UPON IN ANY 01.40..V DISIGN 10 111F 11"S clircloole CONIFUCIOOI� ft Job.'1 45-3571) LOT 122 / J1 VLT EJ7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MVP TOP4CHORO 2X4 SID #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORO 2X4 SID 02 N UPLIFT (LB): 210 200 200 WEBS 2x4 SIR 03 SAG.LOC IFT)-. o.00 7.00 7.00 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTION OF 270.25. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REQUIREMEN7S A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.C. (#)-Gravity (-)-Uplift ----------- ---------- MST BE PROPERLY ATTACHED TO THE BOTT014 CHORD. 4 Now UPLIFT **m I noli HANGER NOR CONTRACTORS WARNING: H5 -4559(jacks Only) I HUS26 + 27510 -12861(10d Jply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 1 HUS26 + 3315 15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each) I NHUS48 + 4299: 1660000d 2ply) INSYALLA71ON TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY MTT288 -3786fl2 Each) (1001 HHM48 + 51800 -20000116d 2ply) MTT288 -4455012 Each) (16d)l FIGUS40 + 66400 -21991110d 20y) MS760 -4688#lPer 2ply) 1 HGUS48 - + 80000 -2650#(160 2plyl CS150 -1650f Each) I FIGUSS'5-_4113350 -39450(16d 3ply) -------------------------------------- ------------------------ R=2 nWWjFSq1&�1jM13ER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2'2'4 L0 1.5X3 ru 7 �77 '7' X5(R) 2X4 (A I) LCI to 'Z:�j 5 1 '4- 3' 10" 11 3 1 5 7 R=464# W=3"8 TAG T32 SEQ: 19114 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 3 TOTAL = 3 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/22/95 TC LL 30.0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING I,, HANDLING. EREC71ON AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANV BRACING, SEE HIS-91 By TPI. SEE THIS DESIGN 0S TC OL 7.0 PSF DATE 11/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE ALPINE CONNECTORS ARE MADE OF 2OrA GALV. STEEL MEETING AS711 OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG t A446 CA 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SPIALL Of LATERALLY BRACED WITH PROPER S ' ,CINEE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Lf ATTACIIED PLYw000 SHEATHING. BOTTOM CHORD M 5606 BC LL 0 .0 PSF MSK — CONNEC70PS KA DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS !WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LO CONFORM W/APPLICABLE PROVISIONS OF WDS& IPI A14 ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/911 FOR PROPER STATE OF 47.0 PSF O/A LEN. 7-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THI ORI I IOUR.FAC. 1 .33 AND SHALL NOT TO IN ONLY. BE RELIED to" IN ANY OTHER WAY. DESIGN THE TRUSS ERECTION CONTRACTOR. E ...... ISPACING 24.0" SPFC 0 : 15-1060)- LOT 130 J 5' VLT CORNEflJACK THIS QW0, PREPARED FROM CgMPUTER INPUT (LOADS G I SUBMITTEO By TRUSS MFR, TOP CHORD 2x 4 SP f 2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT V FTJ: 220 200 200 NEBS 2x4 SP 13 BAG.LOC 1. 0.00 5.00 5.00 TRUSS DESIGNED FOR 100.00 MPH WIND. 20.28 FT ABOVE GROUND WITH DEAD LOAD OF (TOP) AND 5.00 PSF (130110"). VERE WERE 2 NAIL BEARINGS WITH A MAXIMUM !!H?SEO_BUILDING lioggosps,BC1 ACTION OF 205.4s. - ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (*)-Gravity 1-1-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------- ----------------------------- on* UPLIFT am N;; HANGER Won CONTRACTORS WARNING: H5 . -455#lj:,k. Billy, HUS26 - 1 51# -1286: 1 1 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MT312 - -10000 HUS26 - 4 33150 -1550 1106dd 11ppivy AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING MIS12 20001122 ch =48 - f 42990 -1660 Od 2ply III T, :3786# [:ChjjjOdj 48 - 4 51801 :20000 16d 2ply INSTALLATION TO ENSURE THAI THIS TAWS 19 ERECTED PROPERLY. 013 0 1 MT1288 -44558(2 Each 16d WAJS48 - f 66400 21990 100 2p y MSRS :4106: Per 2plyj HGVS48 - 1, 8000: :26500 16d 2ply C51 1 50 ;&Ch) HGUS5.5- #11335 39450 j6d 3p)yl REFERENCE HOLMES Lt0MBER -DETAIL iW-T FOR UPLIFT/HANGER DETAILS R-20516 WLA I&I"S 2 -7- 1 .5X3 20.1-12 7 X5(R) I w 2X4 (A I) ;o :Z3 5 4*5 3* 10*11 5. R-4020 W-3"e TA� T$7 14�lg000 -ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV, 17,2111 RE"LE n PL TY A ALPINE ENGINEERED PROOKIS. INC. TRUSSES REQUIRE INTRENE CAM 05/23/95 TC LL 30.0 FFSF REF I MPORTANT X N SMALL NOT K RESPONSIHILE FOR"m WARNING IN KWXINO. 9FIECTION AM ,%I I DE SAFI rm" MIS MATCH OR THE" SPfCJFICAIIOft1L OR ANY GRACING. SEE HIS-98 61 IPI. SEE THIS DESIGN TC DL 7.0 PSF OATE 05/23/95 v GH FAILURE 10 BUILD IHI TOM IN CONFORMANCE WITH all"BY IPI. FDA A001110NAL SPECIAL PEAKANENI BRUING FIE ALPINE CO"CIOM ARE WAGE OF "GA SAM STEEL MEETING ASIR QUINIkENIS. Ut&ESS OTHERWISE INDICATED, lop BC OL 10.0 PSF OAWG A446 64 1 EXCIPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CIUM)W.ALL BE I.AHRULY OWED Oil"PROPER 5605 IftAt AND UNLISS 0109401M LOCATED ON THIS DESIGH. POSIIION LY ATIADCO PLYWOOD 514AINING. 8011010 CHOAD 0 BC LL 0.0 PSF JRK CONP&CHIMS PER DRAWINGS 130. 150 9 ISCA-V DESIGN STANDARDS W11H PROPERLY AIIAC#dO 41610 CEILING--KE STATE OF z CC) CONFORM V/S"LICABLE PROVISIONS Of NOS& IPI. AN ENGINEER*$ ALPINE KOINICAL UPDATE IIIIAII FOR PROPER TOT.L.O. 47.0 PSF O/A LEN. 5-0-0 MAL ON HIS GRAMING APPLIES TO fig CO~NI DEPICTED)*AE DRYWALL AM ICAIJOH. FUINISH A Copy OF THIS 1 -33 IN ONLY. AND SHALk. NOT N Ali,Ito UPON IN ANY 01194 WAY. DES"N 1 0 04 TRUST ERECTION CONTRACTOR. zw. I A 1'9/ A�' )0b: 15-1060) LOT 130 J 3' VLT COANEOJACK THIS DWO, MPARED FROM COMPUTER INPUT ILOADS r. DIMENSIONS) SUBMITTgO BY TRUSS 14-FR Top CHORD 2x4 SP 02 N VIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. GOT CHORD 2x 4 SP 12 N 4 SP 02 N DFNS!FTC 10 200 200 WEDS 2x LO IT : 020000 3.00 3.00 TRUSS DEBT 0 FOR tOO.00 NPH WIND, 19.70 FT ABOVE GROUND WITH DEAD LOAD OF 5 00 PSF ITOP) AND 5.00 PSF (BOTTOM). NERE WERE 2 MAIL BEARINGS WITH A MAXI MUM ENCLOSED BUILDING 4991 SOCI ICTION OF 65.50. ------- ------------------------- TYPICAL SIMPSON OR EOUAL UPLIFTIHANGER REGUIREMENTS PROVIDE CONNECTION FOR 5300 AT HIGH ENO OF BOTTOM CHORD TO (0-Gravity I-)-Uplift PREVENT SLIDING. ---- ------------- Nas UPLIFT BOB sm; HANGER Box A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24* D.C. H5 -455#(Jacke Only) HUS26 # 2 a I y MISII 000 2 E:Ccl,, 8 -16601 10d ly T288 :2 3785:12 11OTTI W43 # 42990 CONTRACTORS WARNING: III E 4 * 51000 -20001 16d IV M 1 11 WIT288 -4455112 Each ifid WAJS48 4 66400 lod 1plyl US E PROPERLY ATTACHED 70 THE BOT70H CHORD. HIS12 -10000 HUS26 # 33%: 15250: Ifid 1p DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS -21990 10d pp THIS TAM IS 20 1 v AT SPECIFIC LOCATIONS. PARYICULAR CARE 15 ADVISED "ING MSISO -46880 Rr HGUS48 It 80000 -2850: Ifid I ly INSTALLA11ON TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150-----16500---ch----------HG?!5-!- *sl335# -3 45 1 6d y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R-6ffll-3"10 1'8 20'5* 2X4(A 1) 1*1*9 4-5 5 18 7 12 3 R-313# W=3'8 TA T�8 i 4�1 i000 PLq. TY .-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17.2m RREE - ENGINEERED PAIDOUCTS, INC. TRUSSES REGUIRE EXTREME CAM 05/23/95 TC LL 30.0 PSF AEF Tf m I MPORT ANT N X A6L"#L1L'G`NOF BE RESPONSIBLE IN ANY NARNING im mmixim. voCitoN Am DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY 11RACING. SEE HIS-98 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 05/23/95 FAILURE TO BUILD It* TAUSS In CONFORMANCE WITH DST"IV IPI. FOR ADOIIIONAL SKCIAL PERNARENI SWING FIE ALPINE CONNECTORS AM MAN OF NGA GALV. STEEL NfEIING ASIR QU3KNfNIS. UHLfSS OTHERWISE INDICA1106 TOP BC OL 10 .0 PSF DAWG A449 94 9 EXCEPT AS NOTED APPtV COP"CIORS 10 EACH FACE Of 00HO SMALL BE LATER06LLV&UCEO WIT04 PROPER JRK IMUSS 04 UKISS 0114801111 LOCATED ON THIS DEIISK POSIIIOft LV ATIADCO PLVVOOO SHEATHING. BOTTOM CHORD BC LL 0.0 PSF CONNECHVIS PER DRAWINGS 131L 154 S $11414-F. DESIGN STANDARDS WITH PROPMV AITA04CO 41610 CEILING -- SEE CONFORN V1J1ftIC&KI PGOYISIONS of NDS 9 IPI. An ENGINEER'$ ALPINE I[CmICAL UPDATE OU111111 too pf"Im STATE OF TOT.LO. 47.0 PsF .O/A LEN. 3-0-0 NIL ON THIS GAINING APPLIES 10 gig C06~841 DEPICIED HERE OF1TWAtL APPLICAIIO". FURNISH A COPY OF IRIS OR 0 9 1 .33 to __ 11 ms: 0 'ALL NOT AT Aft 110 1,114060 IN ANY 011 A WAY, DESIGN to I"( Must 9RECTION CONIWIDA. 'Am FV6 I I I A f11 lit ONLY. 00 10 IM Job: �15-1060) LOT 130 J 7' VLT HIPJACK IHIS 0WQ._PR USS WA EPARED FFk0M COMPUTER INPUT %OAOS 6 DIMENSIONS) SUBMITTED BY TRUSS WR 7OP'CH0RO 2:4 SIT #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT 0010 2 4 SP 02 N UPLIFT �Bj: 0200 200 200 WEBS 2x4 SP 03 8AG.LOC T : .00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 20.87 FT ABOVE GRIXIND WIT" DEAD LOAD OF 4.00 PSF ITOPI AND 5.00 PSF [BOTTOM) . LHERE WERE 2 NAIL BEARINGS WITH A MAXIMUM !NCLOSED BUILDING 11991 SBCI ACTIONOF 393.04. -------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 M-Gravity 1-1-tiolift SETBACK. CORNER JACKS HAVE NO WEBS. -------------------------- --------------------- NNN UPLIFT gas *No HANGER man A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 - -45561JAcke Only) HUS26 2751 oil Y 1ply lod 210PI od "I BE PROPERLY ATTACkEB15WE BOTTOM CHORD. MT912 - -10008 R HIS12 - -2000012� EE -=I 419-9199,31-1 oil, Ply CONTRACTORS WARNING: NTT288 - -37060122 :c'h'jjI0dj HHUS48 - 4 51800 -20000 Ifid 2 3 2p ly THIS TFIUSS IS DESI NED TO 11288 -44550 Each Ifid "GUS 190 10d Y P PRAR ANO/OR SUPPORT ADDITIONAL LOADS g E401 -211 3 AT SPECIFIC LOCATMES. F(WPN in rARF TQ AnvvqFn rminfwG Of -261500 Ifid Y MTALLATION TO ENSURE TH41 THIS TRUSS IS ERECTED PROPERLY. I 1 9 7 -16881 CS150 -1650#(Eachl 51 -%745f l6d ly AEFEMNCE HOLMES LL Tf I Du AIL SHEET FOR !fLIFT/HANGER DETAILS 219*4 3X5 ru 4.95 C;;,- 0'1*12 3X3 2X4(A I) _T_ 3.54 _4*5 J_ 05(R) FWA- 10.10 + 5-6" IT 4'4*13 9' 10"13 4'2"15 5'7"14 — R-493# W-7* 4A�. T�9 14r&0O L TY .—ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.2m RRAIE 9NOINEEINED PIMUCTS. INC IRAUS AEOUIRE 1XIAEME CAFNE 05/23/95 TC LL 30.0 PSF REF 4NIMPORTANTWX A&LIP&L1104401 K AISPONSISLI TOM AMY' NARNING in omwome. immoo Am .$to I ,ps V ,, JAIJON IH:t$,CXSI8N 04 CIIIEU $PTCJFjjjCAIIOM4 OA ANT OAACING. Uf 1#18-91 IV IPI. ATE THIS INESIGN O`V :AOX TC DL 7.0 PSF DATE 05/23/95 JU:LO ft" 118 ONFINWANCI JIM 031"&1 M FOR ADOIFIONAL SPECIAL PERMANENT ORACINS INE ALPINE COMF4C ON$ MAOE OF 204A GALV. 61EIL 'cc TING ASIM GUIPE-INIS. L�116%OTHERWISE INDICATED. TOP BC OL 10.0 PSF DfIWG A446 In 92C LOW 46 NOUN. APKI COMMECIONS TO MM FACE Or C-40%)fil"LL K LAVERAL&I&RACIO WITH PAOKA 5606 TRUSS U,LN&JIS OTHERWISE LOCASID On THIN OESIGAL POSITION LV AII&CIIED PLY"OOO V*AIHING. "flog CHM BC LL 0.0 PSF JRK CONNICION KA ORAWIWA 130. 150 9 2IOA-F. OFAIGH STANDAADS WITH POOPERLY ATIA0411 1114110 C91LING --SEE 9-10-13 CONFORM WIAPPLICAIN.9 PROVISIONS OF MOS A IPI. AN[AIGINEgR'S "PINE 16CISMICAL UPOAII 11/1/911 FOR PROPER SIATE OF T0T.LO. 47.0 PsF O/A LEN. MAL 04 INTO 0041111111 APOL1111 10 fit COMPONENT KPIC110 HIM[ ORTMAtt APPLICATION. FININISM1 A COPY OF THIS 81110 FAC. 1 .33 IN ONLY. 00 11"ALI. 001 K MEL go%,POM 80 ANY O;Iflt WAY, DISK. 10 1#4 IMUS 1PACTIOM CONIMACIOII�j ,e.""r 6 --i I IAfFF160 I A r11,1 Simpson Strong-Tie 0 NOTE' REF.'ENG. roR TRUSS 1199U �U MN5-2-FLY 16"LW PLACEMENT 20'-Al#----------- A HANGER I DOWNLOAD UPL I F T H20 Building and Zonwint 5 THA4181 2830#_LIS' 2 4. FVW RE5rON50LITY TO WEP fO 5IW50N CADWU FOIZ MAM-5 V-111/2" COMM MAMMON amw. H20 ------ ALL NAL5 V K 9MEV PY PLUM C4 IM LAYOUr 15 INTWEV FOIZ M A5AaUfOTWPI,KYWNfANV R 0 F- ) LOCATION Of CONKECM. �Tc "V, 8 Mffg TO EWAMEM17 MAWWA5 FOIZ It4G M%U M55 PLAMAEW AW INFOWATION Ul 0:J 0 W4AWM INVIVInK M6%5. cn A996 WZ 0 0 C, 1Q) I—... 0 x X 0 FLOOR FRAMING ,LAN NOT TO SCALE� SHEET F I Job: (5-3356.) 1 OT 120 1 F 1 14- 1-14 SY42 THIS DWG. PREPARED FROM C204PUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP-02 N REFEA TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. DOT CHORD 4x2 SO 02 N WEBS 4X2 SP #3 + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 2'6" 5.4..8 - 2 1 14 6 7 8 4 dX4 3X4 3 3 1 4 3X3 3X3 3 6 _F -11-X + Ln to 9'1 3X5 1:713 IX4 X3 3L_X5' X3 R=771# W=3"4 A=772# W=1"10 F7 TAG T1 SEQ: 10391 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 5 TOTAL 5 REV. 17,3q SCALE =0.5000 ALP17 ENGINEERED PRODUCTS. INC. TIES REQUIRE EXTREME CARE 11/22/95 TC LL 40.0 PSF REF XXIMPORTANTNN SHAL NOT BE RESPONSIBLE FOP ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN On THESE SPECIFICATIOtC, OR ANY BAACING, SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 10 .0 PSF DATE 11/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS APE 04ADE OF 20GA GALY, STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5.0 PSF QRWG A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER 5606 s THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C"Orwl MSK TRUSS AND UNLESS OTHERWISE LOCATED ON W : BC LL 0 .0 PSF CONAKCIORS PEA DRAWINGS 130. 150 9 ISOA-F. OrSIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- Su t - V, : CONFORM W/APPLICAME PROVISIONS OF AXIS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 47/1/911 FDA PROPER STATE OF TOT.LO. 55.0 PSF O/A LEN. 14-1-14 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUM41SH A COPY or THIS 0 AID R.FAC. 1 .00 'e'.� Ou IN ONLY. AND SMALL MDT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO ImE I'MISS EFt-ECTION CONTRACTOR. NEVIS,," -TPI .?RUSS PLATE INSTITUTE— WDS- iggi NATIONAL DESIGN SPECIFICATION FDA WOOD ClD4S?AUCTIO% .........I ISPACING 24-0" ITYPE SY42 Job: (5-3356) LQT 120 / F2 li'll"6 SY42 THIS OWG. PREPARED FROM COMPUTER-INPUT(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 4X2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS AX2 SP 03 + 2XI5 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 2*6" 5 4 8 - 5'4"8 4 dX4 3X3 3 3 2 X 3 3X3 3 5 r T �X3 Tlxl4 1(4 iX213:_ �X�4 _LAN 9 1" I I 11"6 14T 2X2 2x2 R=664# W=3"4 R=651# W=1"10 TAG T2 SEQ: 10394 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL = I REV. 17.3q SCALE =0.5000 SALPINE ENGINEERED PRODUCTS INC TRUSSES AEGUIRE EXTREME CAPE 11/22/95 TC LL 40.0 PSF REF xx IMPORTANT** HALL NOT BE RESPONSIBLE F04 ANY WARNING it, HANDLING. ERECTION AND THIS DESIGN OR THESE SPECIFICATIONS. OR ANY anACtNG. SEE "le-91 By TPI. SEE THIS DESIGN TC OL 10.0 PSF DATE 11/22/95 DEVIATION FROM FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTM BY TPI. FOR ADDITIONAL SPE:IAL PERMANENT gqACIW.r* ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5.0 PSF QRWG A4 46 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF C140110 SHALL BE LATERALLY BnACEO WITH PADPfn 5606 BC LL IrIUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. soflom C,oKT N 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 9 16OA-F DESIGN STANOARDS NITN PROPERLY ATTAC14EO RIGID CEILING - SA# t FNE T L0 F 0 A CONFORM W/APPLICABLt PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR PROPIP STATE OF 55 .0 Ps LEN. ll-il-6 SE&L ON HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .00 AND SHALL NOT BE RELIE0 UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR IN ONLY. 1 24.0" TYPF SY42 V .--Ip . I AT NATIONAL DESIGN SPECIFICATION FOR WWn CQ"Iqmllv--i lc;p A r TN- Job: (5-3356) LOT 120 / F3 10'5"14 Sy4g THIS DWG. PREPARED FROM �OMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 801 CHORD Ax2 SP #2 N WEBS Ax2 SP 03 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 2 6 5'4"8 4 . 1 8 - r�X4 4 3X3 3 3 1 4 3X3 3 5 3 m JX4 3X3 Ix X3 J;X;�4 10 5"14 2X2 2x� R=583# W=3"4 A=570# W=1"10 TAG T3 SEQ: 10401 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 5 TOTAL - 5 REV. 17.3q SCALE -0.5000 E PRODUCTS. INC TAUSSES REQUIRE EXTREME CARE 11/22/95 TC LL 40 .0 PSF REF x x I MPORTANT S'M'A"LL"N'OT"K'IEPE'S'PONSIBLE FOR ANY WARNING IN MANOLING,. ERECTION AND "t, "', . DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-11 BY tPI, SEE THIS DESIGN TC DL 10.0 PSF DATE I 1/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRAJCINGQE 4 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5.0 PSF DRWG A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF C11000 SMALL BE LATERALLY SAACED WITH PAOPF." TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 901TOM CHORD 5606 BC LL 0 .0 PSF MSK A CONNECTORS PEA DRAWINGS t3O. ISO 9 IGOA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING --SEE STATE OF OT.LD. 55 .0 PSF O/A LEN. 10-5-14 P OPER T OF ..S 1. 0 COWORM W/APPLtCABLE PROVISIONS OF NOS 9 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 AVD I OUR.FAC. 1 -00 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTAACTOR ON S —TVI - TRUSS PLATE MTIIUTF. AIDS- 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTION [PACING 24.0" ITYPE SY42 Job: (5-3570) LOT 122 / F4 17- 1-10 SY42 THIS OWG. PREPARED-FROM COMPUTERJNPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. -------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC - From 100 PLF at 0.00 to 100 PLF at 17.14 BC - From 10 PLF at 0.00 to 10 PLF at 17.30 TC - 220 LB Concentrated Load at 13.36 2-6 220# 13*2"14 -3-9-4 1 1 ' 10"2 W2 7' 10"8 7'5" A4 (R) 3X5 3X13 I 3X3 4X5 I 4X4 3X3 IX4 3X6 2X2 W2 77 W W2 2 Ln W3 W3 W3 W3 wit W I + 4X5 3X3 3X3 �rX 2Siq3 2%X 3X4 @ iX4 3X3 4X5 17 1"10 R=997# W=3 4 R=1108# W=I" iO TAY T4 SEG 94678 PL . TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.3u6 SCALE -0.4347 PAOOLICTS. INC. TAMES REOUIAE EXTREME CAPE x x IMPORTANT ASLMPALINLEMENTGIONEEEPAEESOPONS I OLE FDA ANY WARNING IN HANDLING. ERECTION AND 01/09/96 TC LL 40 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN TC DL 10 .0 PSF [)ATE 01/09/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERNANENI BRACING RE ALPINE CONNECTORS ARE MADE OF MA GALV STEEL MEETING ASTH QUIREMENTS. U*&ESS OTHERWISE tNOICATEO. TOP BC DL 5.0 PSF DRWG A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY fMACE0 WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGNL POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK CONNECTORS PEA DRAWINGS 130. 150& 16OA-F DESIGN STANDARDS WITH PAOPEALY ATTACHED RIGID CEILING-- SFE STATE OF TOT.LO. 55 .0 Ps /A LEN. 17-3-10 TAM ERECTION CONTRACTOR. CONFORM W/APPLICAOLE PROVISIONS OF NOS 6 TPt. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER INEEP6 F 0 0 AID SEAL ON TIS=NGGAP.PLIES TO THE CONPV4EWT DEPICTED HERE ORYWALL APPLICATION FURNISH A COPY OF THIS IDUR.FAC. 1 .00 IN ONLY, I RELIED UPON IN ANY OTHER WAY. DESIGN TO THE I -TP . AT I .... —- — IFICATION FOP WOOD CONSTRUCTION ISPACING see abovelTYPF SY42 job: (5-3�56) LOT 120 F5 5'7" SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP 03 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 1 3 1 '7"8 alme 2-4- 1 7-B 4 AX3 IX4 1 4 3 3 -11-X --F In 9'V 3X3 5-7" 1 3X3 2X2 2 IX R=307# W=3"4 R=307# W=3"4 SEQ: 10407 TAY T5._ PL TYP ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL 4 - REV. 17.3Q SCALE =0.5000 me TRUSSES REQUIRE EXTREME CARE 11/22/95 TC LL 40 .0 PSF REF ALPINE ENGI%Ecw-o PAOmxTs. I ' WARNING IN HANDLING. ERECTION AND *x IMPORTANTx)t SHALL NOT BE RESPONS19LE FOR ANY DEVIATION VV04 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Mt8-9I BY IPI. SEE THIS OESIrN TC OL 10 .0 PSF OATE I 1/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 5.0 PSF ORWG ALPINE CONNECTORS UK NAM OF MA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATEO. TOP BC DL A446 GA 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 lfvUsS AND UNLESS OTHERWISE LOCATFO ON THIS 0ESIGK POSITION LY ATTACHED PLYWOOO SHEATHING, BOTTOM CHORD BC LL 0.0 PSF MSK !STATE OF COWACTOAS Ptn 0nAWtNGS 130. 150 9 ISOA-F. OrSIGN STANDARDS WITH PROPERLY AtTACHEO qfGIO Cc It ING - !;rf. t TO Lo. 55.0 PSF O/A LEN. 5-7-0 EONFORW W/APPLICAOLE PRGvtStONS or Nos c IPI. AM ENGINEER'S ALPINE TECHNICAL UPOATE 17/1/911 1 OR In"I 14 tt 0 AID SC&L ON THIS=LINNG APPLIES to THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY or 114ts JOUR.FAC. 1 .00 I BE REEL ED UPON th ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACIOR DESIGN I"S PLATE INSTITUTE- NOS- 1991 NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" . ITYPE SY42 jobj5-3570) LQT 122 / F6 8*11*8 SY42 THIS DWG. PPEPI�L. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR SOT CHORD 02 SP 02 N WEBS 02 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND Llbi-- NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24.00' D.C. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6" 3 8"14 1 5"12 3'8"14 11X 4 (R) 3X3 IX4 3X:�I 3X3 IX4 3X3 IX4 (R) r= 3 5 T 2 3:--I wl W3 W5 W3 W W W? rhl 3X3 3X3 3X3 3X3 ul 8*11"8 R=493# W-3"8 R=493# W=3" TA?.- T17 SE? 94672 PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 AEV. 17.3u6 SCAL -0.8314 ALPINE CHIGINEM0 PFWXT& INC. MAUS REQUIRE EXTREW CArlf Ol/Og/gQ TC LL 40.0 PSF REF IMPORTANT**sau NOT Be WSPOWSIOLE FOR ANY WARNING I,# mANoLm. mcmk NG 'Otit OEVIATION FROM THIS OESIGN OR THESE SPEC If ICAT IONS. OR ANY BRACING. SEE NIB-9f By TPI. SEE THIS DESIGN TC OL 10.0 PSF DATE 01/09/96 FAILUAf TO alltLO THE TAM IN COW"A"m WITH QSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTOM APE Mof OF 20GA GALV, STEEL KlEtING.ASTM UUMEMENTS UNLESS OTHERWISE tNOMATED. TOP 6C OL 5.0 PSF ONG A446 OR 0 EXCEPT AS NOTEO. APPLY CONNECTORS to EACH FACE OF CHORD SMALL BE LATERALLY SPACEO WITH PROPER z 5606 TAM AM UNLESS OTHERWISE LOCATEO ON 1141S MUM POSITION LY ATTACHED PLYWOOD SHEATHING, WITCH CHM : BC LL 0.0 PSF MSK CONNECTORS PER 0AAWIt4$130, 150 9 ISOA-F. OESIGN STANDARDS WITH POWEALY ATTACHEG RIGID ClEttING --StE 40 f— - 'STATE OF z TOT.LO. 55.0 PSF O/A LEN. 8-11-8 dlA CONFORM W/APPLICABL(PMVISIONS OF NDS Z TPI AN ENSINEMS ALPINE TECHNICAL UPMATE (7/1/911 FOR PwKQ .101, - SEAL 04 THIS MANINS APPLIES 10 THE COMPONENT DEPIC wit DRYWALL APPLICAVION�fUllNISN A COPY OF MIS OUR,FAC. 1 .00 6 V, me SHALL HOT BE m Ito UPON 104 ANY OTHER X OESIGN 10 THE MUSS(RECIt0W CONTRACTOR. IKE%f' il$ --ATF INSfIniM WN- 1991 NATIONAL QrSIGN 2MIrICATION FOR 0000 CO"IFlUCtio ISPACING 24.0* - ITYPE SY4L--J Job: (5-3570) LOT 12a It F8 Q'9'10 SY42 THIS OWG, PREPA4,- TOP CHORD 02 SP #2 N REFER TO DRAWING A150 FOR BOT CHORD 02 SP #2 N WEBS 02 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/bi— NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT A AIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24.00* D.C. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABROTOR, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -2 6" 3*8'14 1 'T'12 3-7" llX4 (R) 3X3 lX4 3X�I 3X3 IX4 3X3 3 W2 W8 3 W2 tn w3 w5 w w3 tn W3 W5 W3 I W W:) W I I - ml F� t=:j 3X3 3X3 D(l 3X3 3X3 2 819"10 R=491# W=3"4 R=477# W=1"8 TA�. T15 SEG 94674 PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.3u6 SCALE -0.8462 - ALPINE ENGINEERED POODUCM INC TAIJSSES REWIRE EXTREME CARE 01/09/96- TC LL 40.0 PSF REF x x I MPORTANT)(*vott Not BE wsPoNsteLt FOR Amy' WARNING ITT oAtmxtw,, Ewmew Am DEVIATION FW THIS DESIGN 00 TKSE SPECIFICATIONS. 04 ANY 8RACING� SEE HIS-91 BY YPI. SEE THIS DESIGN TC OL 10.0 PSF DATE 01/09/96 F AILW TO WILD tW MISS IN CONIFORMANCE WITH QStN BY YPI. FOP ADDITIONAL SPErfAt FEWANEW PACING rf ALPINE CONNIE(TORS AM*A(K OF 2"A GAILY STEEL NEVING ASTR QUIACKENTS to&ESS OTHERWISE INDICATED, TOP BC OL 5.0 PSF QRWG uf A446 CA A EXCEPT AS NOTED APPLY CONNECIOAS 10 EACH FACE OF C14M SN&L BE LATERALLY ORACE0 WITH P"'Ell z 5606 .1-� i TRUSS AND tft(SS OTHERWISE LOCAfEO ON t"IS DESIGN. POSITION Ly ATTA04ED PLYWOOD SKAMING� BOTTOM C"M : 8C LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 9 ISOA-E. DESIGN$TANOAMS WITH PROPERLY ATTACKO Alsto CEILING -- SEE STATE OF o. 55.0 PSF O/A LEN, B-9-10 CONFORM#/APPLICA9Lf PROVISIONS OF NOS 9 TPI� AN ENGINEER'S ALPINE tECHNICAL UPDATE 17/1/211 FOR PROPER TOT�L 0 AID SEA( 04 MIS DRAWING APPL It$TO VK COMPONENT OEPICIto WAIE 011"AU APPLICATION F(MIS"A COPY Or 111M, DUR.FAC. 1 .00 V, AND SKALL NOT K RECIE0 LVON IN ANY OtHEA WAY, DESIGN TO Tit TAM(AECTIOM CONTRACTOR T 11 41E INSTIlUM NOS- ME NATIONAL DESIGN=1 �o I...... ISPACING 24.0* ITYPE SY42 Jot): (5-3356) LOT 120 / F9 15'5"6 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SURMITTEn BY TRUSS MFR TOP CHORD 4x2 SP 82 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4X2 SP 03 + 2X6 03 HEM-FIR OR BETTEA CONTINUOUS STAONGBACX. ATTACK TO EACH TRUSS WITH 3-iOd NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS KJST BE MARKED BY TRUSS FABRICATOR. �_2'6' 4X4 —6 7 8 — 2*0"14 6*9" IX4 (R) 3X4 3X3 IX4 2X2 3X3 3X3 3X + T1 5" 1'5" 4X4 3 nX 3�'3 !X! V 4�L 2)(3 15'5 6 1 R=856# W=3"4 R=843# W=1" 10 2X3 TAY. TR. SEG: 10422 PL Ty -ALPINE DESIGN CRIT-TPI QTY - 5 TOTAL - 5 REV. 17.3a SCALE =0.3750 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIPE EX RENE CARE 11/22/95 TC LL 40.0 FTSF REF *IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOTI ANY* WARNING IN AWXIW EPECITION AND '1110 " . DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HID-2i BY TPI. SEE THIS DESIGN TC OL 10.0 PSF OATE 11/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI FDA ADDITIONAL SPECIAL PERMANENT BRACING PC ALPINE CONNECTORS APE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5.0 PSF DRWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Or CHORD SHALL BE LATERALLY BRACED WITH PADPFA 5606 [PUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING, BOTTOM C19NN) Bc LL 0.0 PSF MSK �0%t I N CONNECTORS PEA DRAWINGS t3O. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING -- SEE STATE OF TOT.LO. 55.0 PSF O/A LEN. 15-5-6 CONFORM*/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/gtl FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 10 AID OUR.FAC. 1 .00 TRUSS ERECTION CONTRACTOR IN,ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE NE _-TPI - TRUSS PLATE IMSTI T ISPACING 24.0' ITYPE SY42 Jot): (5-3356) LOT 120 / F10 13* 11"13 SY42 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 62 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP #3 4 2X6 03 HEM-Fln OR BETTER CONTINUOUS STAONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 2 6 6 7 8 1 11 13 5*4"8 4 (F�X4 QX4 3X3 1 4 --X3 3X3 3 6 I : . + 3Xb 3XJ ----TX4 3"t YX:;5;' 2X2 13' 11 13 2XI R=776# W=3*4 R=7630 W=1"10 TAG TIO SEQ: 10425 PLT TYP.-ALPINE DESIGN CRIT-TPI QTY I TOTAL - I REV. 17.3q SCALE -0.5000 )(ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIAE EXTREME CARE 11/22/95 Tc 40 .0 PSF REF x*IMPORTANT)( SMALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING SEE HIS-91 BY TPI. SEE THIS DESIGN 0s 1, TC DL 10 .0 PSF OATE 11/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStS8 BY TPI. FOR ADDITIONAL SPSCIAL PERMANENT BRACING n[ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS UNLESS OTHERWISE INDICATED, 700 BC OL 5.0 PSF ORWG A446 GO 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH Pnopfn 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. SOITOM C-OAO ac LL 0.0 PSF MSK CO%14ECIOPS PEA DRAWINGS 130. 150 9 i6OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SOT COWOAw W/APPLICABLE PPOVIS104S Of WS 6 TPI- AN ENGINEEA'S ALPINE TECHNICAL UPCATE f7/1/911 FOR PPOP(-P STATE OF TOT.LD. 55 .0 PsF O/A LEN. 13 S(AL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUM41SH A COPY OF IMP.; 0 AID JOUR.FAC. 1 .00 IN ONLY, AND SMUL NOT BE AEtIEO UPON IN ANY OTHER WAY. .DESIGN TO THE VAUSS EPECIION-COMIPACIOn INE .--=. TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION J 101-1 lc;PArTN(Y 24.0" lTVVP SY42 Job: (5-3356) LOT 120 Fit 11*9"6 SY42 THIS OWG. -PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4X2 SP #2 N WEBS 4X2 SP 03 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 2-6 1 6'7 8 2*3"6 2 10"B I F�X4 i 4 ( 3X3 3X3 1 (4 X3 3 5 _F Ej 3fX;l 3X3 Jxj I X4 _3"t42 --ITT 1 11 *9"6 :12X 2X2 R=654# W=3"4 R=641# W=1"10 TAG Tll SEO: 10432 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 5 TOTAL = 5 REV. 17.3q SCALE -0.5000 ALPINE Ew PqOOUlCTS, INC TRUSSES REQUIRE EXTREME CAPE 11/22/95 TC LL 40 .0 PSF REF xx IMPORTANTN)(SMALL NOT817"EASEOPONSIOLE FOR ANY WARNING IN HANDLING, EAECIIOM AND "'0ts 11"",, - DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AMY OR&CING. SEE HIG-St By tPl. SEE THIS DESIGN TC OL - 10 .0 PSF DATE li/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPFCIAL PERMANENT BRACING RE &jPjWf CONNECTORS AAE MADE OF 20GA G&LV. STEEL MEETING ASTM GUtAEkENTS. UNLESS OTHEAMISE INDICATED. TOP BC OL 5.0 PSF ORWG A446 CA 8 EXCEPT AS NOTED. ARMY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BAACEO WITH PROPER 5606 Inuss 440 UNLESS OTHERWISE LOCATED 0"THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD A z BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130. J50 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF OT.LO. 55.0 PsF 90/A LEN. 11-9-6 CONFOAK W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/gil FOR PROPER 0 AID SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IDUR. AC. 1 .00 1 IN ONLY. AM SHALL NOT BE RELIED UPON IN MY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 10 ISPACING 24-0 ITYPF SY42 -TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD COMSTqKTION It., Job: (5-3356) LOT 120 F12 8'0" KNELWALL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS) SUSMITTED-BY TRUSS MFR, TOP CHORD 2X2 SP 02 N ALL PLATES ARE IX4 EXCEPT AS NOTED. SOT CHORD 2x2 SO #2 N WEBS 2x2 SP #3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Fu co ru D) to Ho r F. F. 2X2 2 -F T 9'1" 2K2 2X2 R=110 plf W=B* TAY T12 SEQ- 13348 PL TYP.-ALPINE DESIGN CRIT-TPI OTY 3 TOTAL -T 3 REV. 17.3g SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 11/22/95 TC LL 40 .0 PSF REF XXIMPORTANT)(M SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANOLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE"18-Gi BY TPI. SEE THIS DESIGN TC DL 10.0 PSF DATE 11/22/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI FOP ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE INOICATFD. TOP BC DL 5.0 PSF QRWG A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BnACEO WITH PMWIE 14 tqUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION 1 LY ATTACHED PLYWOOD SHEATHING. BOTTOM C." BC LL 0 .0 PSF MSK T t COMMECTORS PER DRAWINGS 130. 150 & ISOA-F. DESIGN SIAMOAqOS WIT.PROPERLY ATTACHED RIGID CEILING -- SET TOT.LO. STATE OF 55.0 PSF O/A LEN. 8-0-0 CONFORM w/APPLICASLE PROVISIONS OF NOS C TPI. AN ENCtNEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PAOPFA SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o AID DUR.FAC. 1 .00 TRUSS ERECTION CONTRACTOR IN ONLY. AND SK46LL NOT BE RELIED tFON IN ANY OTHER WAY. DESIGN 70 THE MTRUCT I ",",IN SY42GABL S I .--TCL. TRUSS PLATE INSTITUTE. NOS . 1991 NATIONAL DESIGN SPECIFICATION FOP WOOD C PACING 24.0" ITYPE JOB: (5-3356) LOT 120 / Fl 14 * 1" 14 SY42:1 SEG 10391 L—HEEL 1 *5" R—HEEL 1 *5" LUMBER 207 BF 107 CHORDS 100 WEBS REV 17 .3q DATE 11-22-95 L—k—TO—PK 14- 1- 14 R—HL—TO—PK 0' PLATES 1510 SQ. IN. SPAN 14 ' 1" 14 OTY 5 1 PLY 5-4-8 2't'14 3X4 IX4 3X4 3X3 T 13X3 3X3 3X6 W w W T i 3 w w w w w !n 3 W3 Ln W W2 W2 W3 W3 82 4 111A) 3X5 3X3 3X3 3X3 3X5 3X3 2X2 1441016 CHORDS WEBS 90 .0 1- 90 .0 90 .0 90 .0 5 4x2 14 *0"6 CL TI SP #2 N 25 4x2 1 -2's CL W2 SP #3 5 4x2 I ' l "8 CL Wl SP #3 90.0 90 .0 43.0 47 .0 5 4x2 14 *0"6 CL BI SP #2 N 47 .0 43 .0 45 4x2 1 *8"8 CL W3 SP #3 JOIB: (5-3356) LOT 120 / F2 11 ' 11 "6 SY4;� SED 10394 L-HEEL i '5" R-HEEL 1 *5" LUMBER 34 BF 16 CHORDS 18 WEBS REV 17.3q DATE li-22-95 L-HL-TO-PK 11 - 11-6 R-HL-TO-PK 0 ' PLATES 250 SGAN. SPAN II ' ll"6 OTY I I PLY 5'4'8 3X4 IX4 (R) 3X3 3X3 TI 3X3 3X5 X3 w w w in W3 W3 3 W3 1102 Nr W2 11\2w 1212 L-i - 'A K-3X4 3X3 B I 3X3 3X4 2X2 2X2 I I'l 1"6 Pi CHORDS WEBS 90 .0 [ 1 90 .0 90 .0 -1 90 .0 I 4x2 li '9" 14 CL TI SP #2 N 5 4x2 1 -2" CL W2 SP #3 1 4x2 I ' CL Wl SP #3 90.0 90 .0 43 .0 47 .0 1 4x2 li ' ll"6 CL BI SP #2 N 47 .0 43 .0 8 4x2 1 *8"8 CL W3 SP #3 JOB: (5-3356) LOT 120 / F3 10 '5" 14 SY42 SEG 10401 L-HEEL 1 '5" R-HEEL 1 '5" LUMBER 163 BF 80 CHORDS 83 WEBS REV 17.3q DATE 11-22-95 L+L-TO-PK 10 -5- 14 R-HL-TO-PK 0' PLATES 1160 SQ. IN. SPAN 10'5" 14 OTY 5 1 PLY 5*4"8— 11"14 4-1-8 3X4 IX4 IX4 (A) �Vl TI M w w !n W3 W3 W3 :n W2 W2 AJIIL-j L-1 w— F-- I I r-I I t 14 3X4 3X3 3X3 3X4 pq 2X2 2X2 10'5*14 CHORDS WEBS 90 .0 90 .0 90 .0 , 90 .0 5 4x2 10 ' 4"6 CL TI SP #2 N 25 4x2 1 -211 CL W2 SP #3 5 4x2 I ' CL Wi SP #3 90.0 90 .0 43 .0 47 .0 5 4x2 10 '5" 14 CL BI SP #2 N 47.0 43.0 35 4x2 1 *8"8 CL W3 SP #3 J09: (5-3570) LOT 122 / F4 17' 1 " 10 SY42'-i' SEG 94678 L-HEEL 1 '5" R-HEEL 1 '5" LUMBER 100 BF 48 CHORDS 52 WEBS REV 17.3u6 DATE 01-09-96 17- 1 " 10 R-HL-TO-PK 0 ' PLATES 864 SQ. IN. TW 0 PCS SPAN 17'3" 10 OTY 2 1 PLY 71 to"13 7'5' 17'1"10 4X4 IX4 2X2 iX4 (11) 3X5 3X3 3X3 I 13X3 3X6 4X5 T � ;n : w w w w w w :%V2W3 /\W3 /\W3/ /\W3 %llw I 1/\W 3 tn 4 W2 w 482" ME I — : I el X4 2X2 2X3 4X5 3X4 3X3 3X3 3X3 4X5 3X5 17'1'10— CHORDS WEBS 90.0 1 1 90.0 37.5 52.5 2 4x2 17'0*2 CL TI SP #2 N 52.5 37.5 4 4x2 1*5'10 CL Wit SP #3 90.0 90.0 PLATE PICK LIST 2 4x2 17'1'10 CL Bi SP 02 N ONTY SIZE ONTY SIZE WEBS 8 JX4 4 IX4 (R) 8 2X2 4 2X3 24 3X3 A 3X4 90.0 90.0 8 3X5 4 3X6 14 4X2 1-2- CL W2 SP 03 4 04 12 4X5 2 02 1. CL Wl SP #3 43.0 47.0 47.0 43.0 20 4x2 11818 CL W3 SP 03 JOB: (5-3356) LOT 120 / F5 5'7" SY42 SEG 10407 L-HEEL 1 *5" R-HEEL 1 '5" LUMBER 69 BF 32 CHORDS 37 WEBS REV 17.3q DATE 11-22-95 L-AL-TO-PK 5'5"8 A-HL-TO-PK 0' PLATES 480 SQ. IN. SPAN 5*7" OTY 4 1 PLY �1- i - 2-A- 1'7*8 1 7'0 + 3X3 JX4 IX4 T I JX4 u u w t W AW3 W2 JW2 JW2 IV12 3X3 3X3 5'7"- CHORDS WEBS 90.0 90 .0 90 .0 -1 90 .0 4 4x2 5*4" CL TI SP #2 N 16 4x2 1 -2" CL W2 SP #3 8 4x2 I ' CL Wl SP #3 90.0 90 .0 43.0 47 .0 4 4x2 5- 7" CL BI SP #2 N 47 . 0 43.0 8 4x2 I 'B"B CL W3 SP #3 jdB: (5-3570) LOT 122 / F6 8- 11"8 SY42 L-HEEL 1 '5* R-HEEL 1 '5" LUMBER 80 BF 36 CHORDS 44 WEBS REV 17,3U6 DATE 01-ut, L+L-TO-PK 8* 10" R-HL-TO-PK 0' PLATES 576 SGAN. TW 0 PCS SPAN 8' 11"8 OTY 3 1 PLY 1'5*12 3*8't4 3X3 JX4 IX4 4 al T I w w w c !n W3 W5 V W3 W2 W2 W2 F--J . =--- t L-i 3X3 3X3 3X3 3X3 CHORDS WEBS 90.0 90.0 53.5 36�5 3 02 8'8*8 CL TI SP #2 N 36 5 53.5 6 02 1'5'7 CL W5 SP #3 90.0 90.0 PLATE PICK LIST 3 02 O'l I'S CL 81 SP #2 N ONTY SIZE ONTY SIZE WEBS 12 W 12 IX4 (R) 12 2X2 48 3X3 90.0 1 90.0 12 02 1'2' CL W2 SP #3 6 02 1. CL W1 SP 03 43.0 47,0 47.0 43,0 1'8*8 CL W3 SP 03 JOB: (5-3570) LOT 122 / F8 8'9" 10 SY42 SEQ 94674 � L-HEEL 1 '5" R-HEEL 1 '5" LUMBER 55 BF 24 CHORDS 31 WEBS REV 17 .3u6 DATE 01-09-96 L-hL-TO-PK 8-9" 10 R-HL-TO-PK 0 ' PLATES 392 SQ. IN. TW 0 PCS SPAN 8'9" 10 OTY 2 1 PLY 3'8'14 3'7'— ol 8,9,10 NJ 3X3 JX4 tX4 M (R) T1 z: u t w w w W3 ;n W5 W3 JW_ W2 W2 W:IW2'— t t t 3X3 38X3 3X3 3X3 2X2 2X2 CHORDS WEBS 90.0 1 1 90.0 53.5 36.5 2 02 8*8"2 CL T1 SP 02 N 36.5 53.5 2 4x2 1'5"7 CL W5 SP #3 90.0 1 90.0 31.3 58.7 2 02 8*9"10 CL 81 SP #2 N 58.7 31.3 WEBS 2 4x2 1'4*6 CL W8 SP #3 PLATE PICK LIST 90.0 90.0 ONTY SIZE ONTY SIZE 10 02 1*2* CL W2 SP 03 8 JX4 4 IX4 (R) 2 02 V CL Wl SP #3 8 2X2 28 3X3 4 3X5 43.0 47.0 47.0 43.0 8 02 118*8 CL W3 SP 03 JO�: (5-3356) LOT 120 / F9 15-5-6 SY42 :' SEG 10422 L-HEEL I 'T' R-HEEL 1 '5" LUMBE�R 217 BF 107 CHORDS 110 WEBS REV 17.3q DATE 11-22-95 L-k-TO-PK 15-5-6 R-HL-TO_PK 0 ' PLATES 1680 SQ . IN. SPAN 15'5"6 OTY 5 1 PLY 6'7'8 2'0"1 A 04 IX4 2X2 IX4 (R) 3X4 3X3 Tj 3X3 3X3 3X6 w w w w w T in W3 W3 W3 W3 W3 tn Y2 W2 482 1@2 r B' 04 3X3 3X3 3X4 3X3 4X4 2X3 2X3 15'5'5 CHORDS WEBS 90 .0 r 90 .0 90 .0 4 90 .0 5 4x2 15*3" 14 CL Ti SP #2 N 30 4x2 1 -20' CL W2 SP #3 5 4x2 I ' CL Wi SP #3 90.0 90 .0 43 .0 47 .0 5 4x2 15*5"6 CL BI SP #2 N 47 .0 43 .0 50 4x2 1 '8"8 CL W3 SP #3 J613: (5-3356) LOT 120 / F 10 13- I I" 13 SY142 SEG 10425 L-HEEL 1 '5" R-HEEL 1 '5" LUMBER 38 BF 19 CHORDS 19 WEBS REV 17.3q DATE li-22-95 L-HL-TO-PK 13' li" 13 R-HL-TO-PK 0 ' PLATES 292 SQ. IN. SPAN 13' 11" 13 OTY I I PLY 6'7'8 V 11"13 mi 5'4*8 3X4 IX4 4 1 1 3X4 3X3 TAX3 3X3 3X6 M w w w w ;n W3 /\W3 /\w3 W3 /\IW'3 ;n W2 \W2 182 3X5 3X3 3X3 3X3 3X5 2X2 2X2 13'11"13 CHOROS WEBS 90 .0 90 .0 90 .0 90 .0 I 4x2 13* 10"5 CL TI SP #2 N 5 4x2 1 - 2" CL W2 SP #3 I 4x2 V CL Wl SP #3 90.0 90 .0 43. 0 47 .0 1 4X2 13' 11" 13 CL BI SP #2 N 47 . 0 43 .0 9 4x2 1 '8"8 CL W3 SP #3 JOb: (5-3356) LOT 120 / Fil 11 *9"6 SY43 SEG 10432 L-HEEL 1 '5" R-HEEL 1 '5" LUMBQR 163 BF 80 CHORDS 83 WEBS REV 17.3q DATE 11-22-95 L-HL-TO-PK 11 *9"6 R-HL-TO-PK 0 * PLATES 1160 SQ. IN. SPAN 11 *9"6 OTY 5 1 PLY 14 6'7*8 2'3'6 21 lo"s 3X4 SX4 3X3 JX3 TI X3 3X5 cz::] Ez--] 3 w w w !n W3 /\W3 /\W3 W3 1,\?2 W2 \W2 A2 r L= I 3X4 3X3 3X3 3X4 2X2 2X2 ol CHORDS WEBS 90.0 90 .0 90 .0 1 90 .0 5 4x2 li ' 7" 14 CL TI SP #2 N 25 4x2 1 -2" CL W2 SP #3 5 4x2 CL Wl SP #3 90 .0 90 .0 43 .0 47 .0 5 4x2 11 *9"6 CL BI SP #2 N 47 . 0 43 . 0 35 4x2 1 *8118 CL W3 SP #3 J06: (5-3356) LOT 120 / F12 8-0- KNEEWA�LL SEG 13348 L-HEEL 1 *5" R-HEEL 1 *5" LUMBER 60 BF 32 CHORDS 28 WEBS REV 17 .3q DATE li-22-95 L-�L-TO-PK 8- R-HL-TO-PK 0 ' PLATES 336 SQ. IN. SPAN 8' OTY 3 1 PLY I'l 12 1'2*8 1,2*8 1-2-8 1-2-8 1-1-12 2X2 IX4 IX4 IX4 JX4 IX4 2X2 TJ L wl wl wl wl wl wl wl w A6 x 2�2 CHORDS WEBS 90.0 1 1 90 .0 90 .0-- 90 .0 3 4x2 8' CL Ti SP #2 N 21 4x2 1 '2" CL Wl SP #3 90.0 90 .0 3 4x2 8' CL 81 SP #2 N