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Permit 1539 Linkside Dr (vault) d A ADDRESS BUILDING PERMIT NUMBER ( - - INSPECTIONS: FOOTING UNDER SLAB PLUMBING �I- 7 -9J SLAB FRAMING f0 - o-6 _g COVER-UP o . _� 6 INSULATION j 3 FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT PERMIT # / C7 919 INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # ! OQl PLUMBING PERMIT # ` �� 3 ��- 4J NOTES: i Tatiftrate of Mccupanq Tito of Atlantic Neu# — +Nloribo Department of +Nuilf ing Inspection i i This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. t f Use Classification Single Family Residence Bldg. Permit No. 20733 Group`'.frame Type Construction Slf Fire Distri Atlantic Beach ` Centex Real Estate 20 Sout Dint Drive S. Owner of Building Address Jaekrsn ille, .L 32125 RijilefingAvifirviSsI539 Linkside DriV_e Locaiity Atlantic Beach, FL 88233 !! gv�aj, By: DON C. FORD(` Building Offici Date: ,2 • _ J R POST IN A CONSPICUOUS PLACE I I _ tar ,�2 �'��✓1��a} MAP SHOWING BOUNDARY SURVEY OF of Lars 9,e .4AIAO 9 _._ AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK fl PAGES $' S OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CEWMC 1'100OWE9 G27"062rioAl NOTE. BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. N4M. r.QA " AAF .N _tirT'uus_.cr4.7 ) A//Ll,xl"T rQ N.s_f/a D_E7'iG' YE•PTtC�dL_GArcfs+ aF'Ige.a PART GF Secrla/./ /7, 14AA16e Z9 E.4sr ` SG'¢5:00''E - .0O.00i �Q•O,pAi.vA6E EA.f�MENI -�' IA _ _ �r*,6o0d oma' ivosdP V EASEM�'vr- pW 4Fr,6A(71O&N ^40,4cres5 fiaR MA1MfEn1,gA1n c 1 `` 1 O `i - � CeWcOlfre V Nt3. r' tiQyQ � � � 0.4 v 0 :i7•S" h �sQL �1 v M ♦ 1 b o !•starry Srvccc nj 45-� � is �,0 ��Q• �,•� /ILS',, e � 140 tj At w lOx�G+'JEA fauiPM�Nr 1(1 ^ �.�� q,y.x' g ,:•�, h a; 7 5'"/w i/45EM�ivT 044 •«, E'.oSE,wE�/i Aa As 39 /.acA.52•Gd iS(�-3�•p45 W B.7(0'i As "aa LiNAO A7 N V '► PAX MON[ 'O•M" RICHARD P. CLARSON ANo ASsocwws mc. PROFESSIONAL LAND BUMYORS 1643 NALDO AVENUE JACKSONVILLE, FLORIDA 82207 August 10, 1994 Le al D cripti.on _Por-Revialed Lot 92.__8sjva Liakaidelhnit 2 Part of Lots 92 and 93, Selva Linkside Unit 2, as shown on plat recorded in Plat Book 47, Pages 65, 85A and 85B, current public records of Duval County Florida, being more particularly described as follows: For Point of Beginning commence at the Southeast corner of said Lot 92 and run South 83' 15' 00" West, along the South line of said Lot a distance of 98 . 56 feet to a point; run thence North 06' 45' 00" West, a distance of 11.00 feet to a point; run thence South 83' 15' 00" West , a distance of 37 .00 feet to a point on the Last right-of- way line of Linkside Drive (a 50 foot right-of-way) ; run thence in a northerly direction along the arc of a curve in said right-of-way line, said curve being concave to the West and having a radius of 1,528 . 70 feet, a chord beaming and distance of North 09' 33' 45" West, 50 .06 feet to a point; run thence North 83' 15' 00" Last, a distance of 37 .00 feet; run thence South 06' 45' 00" East , a distance of 11 .00 feet to a point on th'e'7 North line of said Lot 92 ; run thence North 83' 15' 00" East , along said North line a distance of 101 .01 feet to the Northeast corner thereof ; run thence South 06' 45' 00" East , along the East line of said Lot 92 , a distance of 50.00 feet to the Point of Beginning. N�. e CITY OF ' r�!�'a�ctic �'tac! - 1�lee�iala M SOMOLE M)" --- -- — An1.AM c dB cm nAvuDA 3wxs4ts TF1.F.tHO1VB(fM)147`SaOA FAX(9"247-Mg NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address /o X33 Si el?, V V{ Building Department �,[��JCITY OF 4&40&C Be -49 r 3y Office of Building Official t REQUEST FOR INSPECTION f ! C� �'1 Date , _ Permit No. Time A.M. Received R% , Job Address _._.. Local' i Owner's Nam __- Contractor ------ WING CONCRETE ELECTRICAL P UMBIN Eetf�lf f�`At� Fr C Footing C Rough Wiring a Air Cond.& Re Roofing il Slab Temp Pole 0 Top Out Cl Nea l Insulation Linte! Fina! ❑ Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. ed. Thurs. Friday �Ml j A.M. Inspection Made P.M. Inspector `^' r"�'� Final Ins echo Certificate of Occupancy J Date ____------— 4&4#d2a /9CITY OF "-0;"* Office of Building Official REQUEST FOR INSPECTION DatePermit No. Time J' A.Wt. Received Job Address Locality Owner's t-7 Name Contracto BUILDING CONCRETE ELECTRICAL MECHANICAL Framing Footing D Rough Wiring E Rough Air Cond,& E Re Roofing Slab 73 Temp Pole Top Out El Heating Insulation Lintel 0 Final D Sewer Fire Place ❑ 4-we Pre Fab READY FOR INSPECTION - K-A.M. Mon. ues. Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector Certificate Final Inspection El of Occupancy 0 Date M,n • OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted W315.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. ? \ 6 § � w \ co � \ \ � . + \ fJ3 y r \/ , p o 0 /ƒ 0 7. vo \ m«9 ~ ) 3 pg2 � 9-1 k \D� - - a . S © \ �� e 4 DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------ ------------------------------------------------- ------ � ------------------------------------------------- ------�------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. S INZ�RELY, BUILDING INSPECTION DIVISION cc:FILE ;f CITY OF r , ,4&4414 C 13 W04 Office of Building Official REQUEST FOR INSPECTION ~ � )� Date Per o, __ — 7;me A.t�. Received PM. Job Address o lity i Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ra.i g _. Footing _ Rough Wiring 7 Rough Air Cond.& _ Re Roofing n Slab Temp Pole Top Out Heating Insulation + Lintel Final Sewer Fire Place C Pre Fab READY FOR INSPECTION '` A.M. Mon, Tues Wed. Thurs. Friday _P.M. 0 9J APA. pertion Made irspsctor� —_. `- __ Final Inspection ° - Certificate of Occupancy! Date __ --_. CITY OF ;� 0Q1,r L Office of Building Official REQUEST FOR INSPEOTIO � Date _ a - •gJ/ Permit No. 173 --- —— Time ` A.M Received M. GF ti — -- J 7ddress --- L Ity Owner's Name BUILDING�`�� CONCRETE PLU ING MECHANICAL Framing Footing Rough Arina `� & Re Roofing Slab Temp Pole -: Top Out I' — Heating Insulation C! Lintel Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Thurs. ) Friday A.M. Inspection Made __ � `� �� - P.M. on I Inspector Finalrtificate of�Occupancy ! Date - - TRANSMITTAL DOCUMENT FOR JEA DATE:I� The following permits have passed "rough" inspection: Permit No. Address ax=xgtxk 8*x=pdxsxsofxxlr&[sxVamumL-ba. Please update your records accordingly. Th u, S( I ING CLERK CITY OF ATLANTIC BEACH /vcb A PSR•3844 10910 DEPARTMENT Of BUILDING CITY OF ATLANTIC BEACH -'- PERMITINFORMATION -- -------- -LOCATION INFORMATION° ... Permit Number: 10910 Address: 1539 LINKSIDE DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW ----------- LEGAL 'DESCRIPTION - Constr. Type: WOOD FRAME Lot :' Block: Section Proposed Use: SINGLE FAMILY , Township: , RNO: � Dwellings: 1 Code: Q Subdivision; SELVA LINKSIDE. Estimated ValueP, SOPC)0 Improv. Cost : $0 .00 Total Fees : $47 ,00 Amou t $47 .00 I3 t 10/13/95 Work D INTRAL HEAT AND AIR IN 'NEW HOME RMATION - -- -�,- APPLICATION `EES --�.... � PE�tMIT $47 00 Ad IDE DRIVE WATER IMPACT FEE $0 .00 C H, FLOR I D ' S IMPAC FLE $p.0.0 P '" A A r RADON GAS-H.R,SP $0P00: T INFORMAT ON -� RADON CAB 5�S $0.00 Name N, N AT & A CAPITAL IMPROVE. ,$0.40 Address,*— sun R JAC MLLE, FL 32257 CROSS CONNECTION $0.00 Live CAC 3 Type: 0 SEC H 'IMPACT ISLE 0 .00 CONST.-SURCHARGE 00' NOTES. NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS.FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY'BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW.CANRESULT IN THE PROPERTY OW PAYINGTWICE FORTHE BUILDING ISI +a ME NTS" ISSUED ACCORDING Tt?APPROVED PLATYS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCAI11 ON FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I�t#I� Ldll6t96.t}i` .t 3t3 ATLANTIC BEACH BUILDING DEPARTMENT 00100003191000, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC LEACH ATLANTIC 09ACH.FLORIDA 48237 ' APPLICATION 'FOR MECHANICAL- PERMIT CA1.6N NUMBER IMPORTANT --- Applicant to complete all items in sections 1. 11,.111, and IV. I. LOCATIONSlroot Addass: 153 T,TNKSTT)F. DRIVE OF latuuctiaq Slreelu talwoen SEMINOLE ROAD And ATLANTIC BLVD BUILDING —SVLINKS IDE LOT 92 +^ Sub•t(0664 r 11. IDENTIFICATION — To be completed by all applicants In conl7dererloa of permit given (or doing the work as described in the obeve stat -neat we heieby •g(ee to pe-ic-n sa;d ..o•1 witk the stischpd plans and specifications which ae a part kereof and in accordance witi, the C;ty of JOCksQnv;l•a old;-orces a•a r•o*:e•as of good pudic• lisisd therein. Name d k/eckaaical Contractors Caatractor (Mat) MANDARIN HEATING & AIR, INC. blaster CACA12623 Name of ' Property Owaa CENTEX HOMES s4a4tute of owes# signature of w Arikerisad Agent Archilect or Aagiesar Ill. GiNSt i INFOI"TION A• Supe of tsealiaq fuel: 19 OTHER CONSTRUCTION SEINO DONE ON *)Uactric THIS WILDING OR SITE1 YFS ((❑ Goa—❑ IP ❑ Notate) ❑ Control Utility IF YES. GIVE NUMBER OF CONSTRUCTION ❑ Oi r PERMIT 10733 ❑ Otbor _ Sp@4 y IV. WICKANICAL 60UIFA46NT TO RE INSTA= NATURE OF WORK 1ea+rsplete list o(comlowwoM on back of*4 fere) �p Residential or f Commercial r1,46111 ❑ Spot* ❑ Recessed 617 Corbel O P40M New Building �OA;r Coodtlioafagl ❑ Room J§ Ceolro) ❑ Existing Building 6).D.d Svo m; Mep,;atDUCU0ARD & Tw, lk1e t� &1� ❑ Replacem3rlt Of existing system i� i4 �FT�) cit 1000 �f �_New Installation(No system prevlousty installed) ❑ Refriq•ntioe C1 Extension or add-on to existing system ❑ Cooliaq tote•.: Capacity .e� ❑ Other— Specify -- vv ❑ Pito spriaUws: Number of k"JL— ❑ Hw•efor ❑ Madift ❑ THIS SFACII FOR OffICS USA ONLY Cl C""So pumper (number) IReairod) t ` Q Teats (wmborj Remerka ❑ LI►G eaatelun (twtaberJ ❑ UeRrod pressure retool ❑ $sun Fennit Approved by Das. ❑ Caber— SW* p6mat Fee LIST ALL EQUIPMENT AD CONDITIONING ARID REFRIGERATION r.QUIPMENT NhanDorVtattaDescrlpUoa 310&1Nualber 3[aAutacttwr a1z)y ApyrwltzLg 1GOND �i TR ANV • CITY OF ATLANTIC BEACH, FLORIDA A APProvWby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.,z4?�_/ , ' 19,3? IMPORTANT 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 ACCOPODANICE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ,1 ELECTRICAL FIRM: MASTED ELEIGIRICIANSIGNATURF NAME.Jcjewi4 m-eS ADDRESS:-,J.rl/ !�//W N�I� lam'/�t RFD BOX BLDG.SIZE BETWEEN: RES.X APT.( 1 COMM.( I PUBLIC,( INDUS,( ) NEWW OLD ( ) REW l I ADDITION( I TRAILER ( 1 TEMP,( ) SIGNS ( ) SO. FT. SERVICE: NEWT INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE8� AMPS 1,60 COPPER I ALUM. (v/2 IMTCH OR BREAKER 4_0� AMPS PN W qbVOLT RACEAAY EXIST.SERV.SIZE AMPS PH F. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.MG AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ , FLUORESCENT&M.V. 0.100 AMPS. OVLq FIXED APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H:P. VOLTAGE PHS NO. t II.P, VOLTAGE PfiS CITY OF 4&4^4-c Beac,4-A;4u*J4 Office of Building Official REQUEST FOR INSPECTION Date Permit No Time A.M. Received PM' Job Add -I Locality Owner" 5s m� Contractor (�UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ID Footing E Rough Wiring [i Rough E, Air Cond. & Re Roofing 21 Stab r Temp Pole 0 Top Out 0, Heating Insulation 'E Lintel —7 Final 01 Sewer Fire Place E Pre Fab READY FOR INSPECTION Mon, Tues. (2Wa�d Thurs. Friday P.M. Inspection Maces . Final Inspection E I Inspector ' Certificate of Occupancy E, Date OF va J a ez, 011ice 01 Su'tc'*'r'g 0$ -T 0 R, ItASPECT10'14 -75-3 Gua permit Date p ReceNe ess jot contractor LUiv Nf Con6- & Owner's isakmg 11'rneFtfe place 7� p, ijp Out p,a Fab F,aT,ing slat _p Re ?,000n(i = Lintel (ay Insulation _A01 J TLies ol Occupancy Inspeclio, CITY_O/F Office of Building u,"ficial �7REQUEST FOR INSPe=CT?Cid Date �`' Permit No. Time Received IF - - Job ddress Locality Owner's Name -- -- _Ccrtractor - - BUILDING CONCRETE ELECTRICAL 'UM IN MECHANICAL Framing Footing Rough Wiring D Rough Air Cond. Re Roofing C Slab Temp Pole - Top Out C Heating Insuiat cn - Lintel -] Final C. Sewer CI Fire Place Pre Fab READY R INSPECTION Mon. Tues.m T Wed./ Thurs. ' Frjday�r�^^V - P ` A.M. (- Inspection Made _ -� -_- PM. Final Inspection Inspector — Certificate of Occupancy I.; _ — v Date __ __ 1083"t DEPARTMENT CITY BUILDING CITY O'F ATLANTIC BEACH ..--'� FFRMXT INPOPM TION ' -- _------ LOCATION INFORKATION -.. .... ._ erm.t Number*., 1d3 ddrees; 1$3 LKsxIF DRIVE esr Type; LUM> rta ATLANTIC BEACH* PLbR2}3A 32� ,lass c�� Wo rk» NEW ....----�._ LEGAL DESCRIPTION Con. rk T1►Pe: WOOD PRAMS sit: 8lock� Section: propos�ansed Use K -SINGLE, FAMILY Towns : RNG s 0 llfn e: Cade; 0 ubdiv Psion: SFLVA LINKSIDF sstimated Value; O .00 Improv. Cost: $0.00 Total 'Fe Amount 07 ,00 APPLICATION FEES ��» 57 .00 ddres F DRIVE WATER ACT F �� FLOR I DA F Pbc t FFI RADON GAS-I.R.S, « CfJ C RMAT`10 � -_---�- RADON CAF % $0'.Q0 ' �+ UFIS k . I'NPV $20Z . 'FAP $0 .00 JACK; (3 R FLA., 32 10 CRptg , CONNFCTIGN $0 .00 i' eil ' yg+ 4 SFC H IMPACT F`FE CONST,SURCHARGE 0100 A r Ma 'immra+wstmwei4,my �� k: � NOTES. NOTICE--ALL CONCRETE.FORMS;AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE =UP MATERIAL,RUBBISHAND,DEBRIS FROM THIS WORK MUST I�UOT BE PLAiCED IN PUBLIC SPACE,AMID MUST BE AND HAULED AWAY B'Y EITHER CONTRACTOR OR.OWNE�i "FA]LURE TO Ct ""4Y 1l ITH,THE..,MECHA IIC'S LIEN LAW CAN ��V 1H T I Rt)Phl 'I'1r t�'1I 1E" PA'YIN T ICE FORTH BUILD N IMPROVEMENTS " t I,SStI1 D ACCORDNJG TO APPROVEO PIANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO I EVOCA,TIOI `EOR . ` �ITION OF APPLICABLE PROVISIONS OF LAW. y ATLANTI EACH BUILDING DEPARTMENT OI?# 1 ABY CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR I ue4) AND ADDRESS: ' non P� I v nP TELEPHONE NUMBER: STATE LICENSE NO: ol TYPE OF BUILDING: 5 � TYPE OF WORK: HOW MANY OF THE FOLLOWING FIX S INSTALLED _SINKS SHOWERS LAVATORY __J WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER CEJ TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $-5(7 . ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION40F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 PWW44 ?EPARTMENT OFilU l ►iNG'. v ; �!Lqm t1dis CITY OF ATLANTIC BEACH � •� E �61�t�6 ;4} Permit Number; Wall, Address 1539 LINKa IDI DRIVE Permit Type; sIdTILDING AT'LAXTI ,"FAA H, FLORIDA 4 233 C1 ►a3$, of I4o�rk,; I4LPW LWAL DUCRiPTION .�... .,.�. 'Constr. Lot ; 91 01"6ck Sectio Proposed Case: SINGLE FAM I LY Township t �ti4t3: I '&J'� it] Caa: Code SubdlVi rim a I LVA L;E'}!"IDt #2 ter. Estimated Vaal e: $81681 .00 Imprciv. Co,sat TstaLft4si: :$2,735.' 4 $2735: 44 Da / �'�5 fa . ;N"EWHOME PER PLANS - HSF 1344 12 A AP 'L LICATION I O FNNS r ^orb �, �� .�.».. �. . ..� a 11, IL"A 9 ''," , NT • 3 xV S SOUTH UT 2 WATER IMPACT PER $430 .06 L3221 , � �r� �,; B `i4FA FEE 250,O u "DON, A -H;R. $6. 38 T� ►R AT�t N .. RA N CAN�. �' $0 34 E T'AT CAPITAL t PROVE. 83 2 S.C}t r�p , ON 112216 lC0ffKZCTl $3 CR , , pe.. 54 SKC N IMPACT ?" 'CONS, ,E(URCHARG41� 7 .aws 00000001'00MOM NOTICE--AL1.CQNOR TE FORMS AND FOOTINGS MUST BE INSPECTED$EEORE POURING PERMIT V41C7 SIX MONTHS AFTEA i ISSUE B aNb MATERIAL',F�USSIS�H.AND'0� 14RIS FROM THIS WORK MUST T� PLACED IN PUBLIC uPAOE ANIS C �A UP ANC?HAULEE AF1fA 'BY Ir1THER ACTOR OR .. a RE "f�3 C I L Y ITH THE ME HAIL 'S ��N LAV CAN I�ESU N THIS; aPERTY t '�N I PAYING'�1 VIG FOR�`H BUIL DING III PROVEMENT �, CC4RDING T01iPR4ul*6,PLANS WHICH ARE PART.OF THIS IT AND SUBJECTTO REVOCATION Ring ION vel N QFA>3P.�Ai,E P44VIi3 #S 4P LAW. ' 7!, ATf A t1 SEAMAR Isi�'I# t F I { :; ., � � CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address t S3 e� 0(49 k SPL, Date q _ & r 5 Heated Square Footage 13 Y @ $ � per sq ft = $ 13; ! a0 Garage/Shed 7 @ $ per sq ft = $ 0 _ Carport/Porch 0 @ $ per sq ft = $ Deck 7� @ $ per sq ft = $ _ Patio V @ $ y- �fl per sq ft = $ 3 TOTAL VALUATION : $ �v Total Valuation 1st $_ So oo., _ _ j ate- $---./a e Rema ping Value $ .�L per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 't.o 0 (/ ) Fireplaces @ $15 . 00 $ /S. 00 BUILDING PERMIT FEE $__ CI7 �U WATER IMPACT FEE $ '- SEWER IMPACT FEE WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP $ (/34iw RADON (HRS) .0050 SECTION H PAVING ( ) $ ZY HYDRAULIC SHARES $ CROSS CONNECTION $_ 3,s-, �3W SURCHARGE . 0050 s, �7 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: .'ROPERTY DESCRIPTION 'CITY OF a 0 ,r 1&4465 Oe"It - �lczaa 195 .ot I►___a___Sloak I__.....Section �_ 7160CEAN BO ULEVARUP.O.Box 25 Ufa ATLANTIC BEACH.FLORIDA 72271 iubdiviaions_ �i� (� �YZ� 1�l.� TELEPHONE(S041249-2J95 street Hame / L DESCRIPTION OF WORK sr Address,-&3-1 If in a FLOODHAZARD 'lood Zones.....X-______-Brea complete page 3. Brief Descriptionsj_ e Claes Of works (Now/Remodel/Addition)LE'(.4j :ONING INFORMATION Type of �^ Conatructlon s �nc��r�►v1_% ��$_ zoning Proposed siatrictstlse=_,._— Estimated Vi lue O_��q0_______ :xceptions: or Materials C L �_� arissnces Oranteds - ...... Solid or - Filled ` n Grounds--� h-_Roofs F,71 ��! I�S OWNER INFORMATION J Method of Hooting I C _T2 f ------ Property Ovner s,,,_ �ki T1 61P 4- _-_�---M_ Phone s OV/1_VS�I--- "ailing / Zip I ------ CONTRACTOR INFORMATION Contractors ��, QC ' C S -_^--__ P h 0 n a I Mailing - - _ 4 C Ir4 ►1.�1 I P ---------------------- zip, ------ Expiration LIcenme Numbers_ QQ�� (�3Q---------------------- Date:-- -�S—----- I "tawny CEKTIrT TWAT I NMI! READ AND EXAMIULD TMIS APPLICATION AMO KNOW TUC SAME TO RC TRUE AND CORRCCT. ALL PROVINIONN Or TMV LAWN AND ORDINANCES OGVERMINO THIS TTPC OP WORK vILL Ic COMPLICD WITS. WNCTNCR lPCCIrxco MXRtiN OR NOT. TNR GRANTING OP A PCP0IT Dots NOT PRC5uME TO OIVW AUTMORITV TO VIOLATS OR CAUCXL TUC PROVINIONa Or ANT rEDERAL. STATC OR LOCAL RULES. �r♦� REGULATIONS. OROIMAMCXR. ON LAWS IN ANT MANNER. INCLIM)SHO THC OOVERNINO OP CONSTRUCTION OR TNC `•'" Yj s rCRPORMAMCC OP CONSTRUCTION 01 THC PROJCCT. I UNDCRSTANO THAT TMC ISSUANCE Or THIS PERMIT IS COMTINOCNT UPON TUC ANOVC IUrORMATIOM%►CING TRUC AND CO •C T AND THAT TUC PLANS AND SUPPORTIPC �s.f'�` • •'� DATA "AVC 8CEM OR SMALL' NC rROVIDXD 4f RCOUTAVO. Owner Signature _- _-- - _--_--_-_D.te �+ ` - Contractnar SiQnatur _ __ -- _---Gate_ _ 27------ i FLOODPLAIN DEVELOPMENT ZNFORHATZON Type of Developments Flood Zone:_____X Required Lowest Floor Elevation:_ If building ie located within a flood hazard zone, a survey rust be wade AFTER THE SLAB RAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection Will be Made and no oertiticate of occupancy will be issued until the survey is on file With the Building Department. COMMENTS 2 Applicant Acknowledgements I understand that the issuance of this permit is contlogwnt upon the • above information being correct and that the plans and supporting data have been or shall be provided as required* I agree to comply vith all applicable provisions of Ordinance Mo. 23-7-11 and all other lava or ordinances affecting the proposed development. Dot*_____�-__Applicant•s Signature.......................... ------------- ------------------------------ Department ---------------__--------......teDepartment Use Roiquired Lowest Floor Elevation __............. Aq Built Lovest Floor Elevation ................ Survey Filed with Building Department ----------- - Building DepartmentRvpremantative page 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER '" FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OFSERVICE ,SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (S) TUB OR SHOWER STALL (6) 21— WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) =LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) Q KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE-3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (6) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY. BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS E $20.00 EACH = Q - o 0 JOB INFORMATION s3 !AJ V S i b F �D 2 w• � CONTRACTOR : CENTEX HOMES E JOB: 3703B&D-HOMMES ? DATE: 08/17/95 HURRICANE ANCHORAGE Ocl" TRUSS NO. UPLIFT TRUSS STUD TO STUD TO TOP PLATE SHOE T1 860 TRUE TIE RT2418 _ RT1818 T2 470 TRUE TIE RT2418 RT1818 T3 470 TRUE TIE RT2418 RT1818 T4 470 TRUE TIE RT2418 RT1818 T5 240 TRUE TIE RT2418 RT1818 T6 200 TRUE TIE RT2418 RT1818 T7 200 TRUE TIE RT2418 RT1818 T8G 250 TRUE TIE RT2418 RT1818 T8 330 TRUE TIE RT2418 RT1818 T9 340 TRUE TIE RT2418 RT1818 T11 540 TRUE TIE RT2418 RT1818 T12 530 TRUE TIE RT2418 RT1818 T13 530 TRUE TIE RT2418 RT1818 T14 520 TRUE TIE RT2418 RT1818 T15 520 TRUE TIE RT2418 RT1818 T16 350 TRUE TIE RT2418 RT1818 T18 660 TRUE TIE RT2418 RT1818 T19 660 TRUE TIE RT2418 RT1818 T20 660 TRUE TIE RT2418 RT1818 T21 650 TRUE TIE RT2418 RT1818 T22 650 TRUE TIE RT2418 RT1818 T23 520 TRUE TIE RT2418 RT1818 T24 520 TRUE TIE RT2418 RT1818 T25 610 TRUE TIE RT2418 RT1818 11 270 TRUE TIE RT2418 RT1818 J3 220 TRUE TIE RT2418 RT1818 J4'8" HIP JACK 300 TRUE TIE RT2418 RT1618 J4'8" END JACK 310 TRUE TIE RT2418 RT1818 J5 230 TRUE TIE RT2418 RT1818 J7 HIP JACK 880 TRUE TIE RT2418 RT1818 J7 END JACK 260 TRUE TIE RT2418 RT1818 HUGHES/SEMCO CONNECTORS MAKE NUMBER UPLIFT CAPACITY SEMCO TRUE TIE 320 W/2-8d SEMCO TRUE TIE 640 W/4-8d HUGHES RT2418 865 W/18-10d HUGHES RT1818 865 W/14-10d e �N- < "' .�..� • RFFER t0 LrrOtrt FACE OP Gor oC ISDERf0 PIR . zq''4" FA12•'8 � U1 r te• nAai m ru ^ "' 2 - •ar ted MAILS f8 >� U 1 Q r • TOP data A • AtlrTQV CHORD .n I T9 Jw au T91 I F4 Stepson Strong-Tie 4O" Strong-Tie n m IMSTAU.MnF of FASTENERS t EACH END OF StRM n m r 0 p N W&w 14-1Od ar s -1Od {� r 2 PLY"til cot I PLT r Y _ e t lSAK SIZE a GRADE SCAB u-ta TO LACK SIDE 24' LOW QNa YI 12d a 2. O.C. cm tit. UPLIFT HANGEJZ MVM-QAD UPLIFT n MTS12 1000• U2 HUS26 2731• 129611 Hl N cn >W fVIC& I W55 NM12 'TAwcn $js Q�R1 tl G��,G.p /y,�r�11 t� OUILPeR�FRAMeR 95pVIVJI1X I 1 T4 O f0 REM f0 W50N CAVLOCU FOp COM"Lelle N5MLAfM OUIMM5. Al WL5 T M 5UMlel2 8Y PUMP, ,. ' ROOF FRAMING PLAN $ W NOT TO SCALE SHEET 2 QF Q e � m QW CS i K 3 0 7Z rr^^vl Wg v1 1 I W0X, 10U O - 6-0"MAID WXW '� o ® - 9'-0"PLACE FEM a ® 10'-0"PLAZ FEIC}if O� Z U J J O Q PLATE HEIGHT & ROOF PLAN o NOT TO SCALE SHEET 2 F 2 4 '4" HIPS 7'SQ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMEN IONS SUBMITTED BY TRUSS MFR. JP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATEU. JT CHORD 2x4 SP 12 N UPLIFT (LB): 860 850 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity (-)-Uplift ------------------- ------------------------------------- *xx UPLIFT Nxx ( *xx HANGER xxx H5 - -455/(Jacks Only) i HUS26 - + 27511 -12861(10d 1ply) MTS12 - -10001 I HUS26 - + 33151 -15501060 iply) MTS12 - -20001(2 EaCh) ( HHUS48 - + 42991 -16600(10d 2ply) MTT288 - -37861(2 Each) (10d)( HHUS48 - + 51801 -20001(16d 2ply) MTT288 ■ -44551(2 Each) 160) HGUS48 - + 66401 -21991(10d 2ply) MST60 - -46881(Per 2p1y) HGUS48 - + 80001 -26501(160 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 -4" L T 5 3X45 m = 1 .5X3 1 .5X3 0 6v m 05 (A2) 4X5 (A2) Ejj X5 3X7 01, �2' 21 '4" )_ 2 R=2139# W=3"8 5781 5781 R=2139# W=3"8 AGG T SED: 79108 'L7. TY .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. IRUSSES PEOVIPE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPON9l8LE FOR ANY AR N I NG IN HANDLING. ERECTION AND �n `�' �s '' TC OL 7 .0 PSF DATE 12/02/94 DEVIATION FROM THIS OEbiOM p1 THESE SPECIF iCAIiONS. OR ANY BRACING. SEE NIB-91 BY M. SEE THIS DESIGN 4 f •� ^ FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH 081001 BY M. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .4VS ALPINE CONNECTORS ARE MAS OF IDOL QALY. STEEL MEETING ASTM OUIREMENTS. VIA.ESS OTHERWISE t1A 1CATE0, TOP - V _ BC OL 10 0 PSF DRWG AAM CA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - $606 - 0 .0 P SF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 9 - BC LL CONNECTORS PER DRAWINGS 130. 180 0 %BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF /Q LEN. 2 1-4-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/9tl FOR PROPER C 0 qlO T• Y SEAL ON tNI3 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q'! DUR,FAC. 1 .33 IM X. ANO SHALL NOT BE RELIED UPON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I.—-ATF TN%t1TUTF. NT19 - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ''�"w", SPACING SEE ABOVE T YP E hips 4- ' " H THIS OWG. PREPARED FROM COMPUTER NPT LOADS 5 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT (LB): 470 470 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xMM UPLIFT xkx I Mxlf HANGER Xxx H5 - -455#(Jacks Only) I HUS26 + 2751E -1286#(10a 1ply) MTS12 - -1000# ( HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(fOd 2ply) MTT288 - -37860(2 Each) (10a) HHUS48 - + (1 5180# -2000# 6d 2ply) MTT288 - -44550(2 Each) (16d) HGUS48 + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS T4X6 -91 iR) r • 6v 1.5X3 1 .5X3 � 3X4 (A i) X4 (A i) 8. X4 3X7 R=1156# W=3"8 R=1155# W=3"B AG T10 SED: 79116 Lt. TYP.-ALPINE DESIGN CRIT=TPI QTY i TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUiFT E%iRENE CARE 12/02/94 TC LL 30 .0 PSF REF X I MPOR T A NT M X SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ^'\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE H[8-9f By TP 1. SEE THIS DESIGNSII"III � T C DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE NIIN 03188 BY M. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE NL ` �us �' ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEk MEETING AST" OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP 8C OL 10 .0 PSF DR WG M O AAAB 8 EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OEStGB. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORO - M BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS f30. 150 S 180A-F. OESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ T O T.L D. 47 .0 PSF10/A LEN. 2 1-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER N Q'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. 0 AID Q'�: OUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT 8E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� MEEa`',.� - - - ..__._..._ __ ._. ....._... _.._.. �.......� M -�.-.....M. SPACING 24.0' ITYPE hips 4- LOT T 21'4" Common ---THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS)_SU8MITTED BY TRUSS MFA. )P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT ((LB): 470 470 WEBS 2x4 SP 03. BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity f-1-Uplift ------------------- -------------------------------------- *x* UPLIFT K*x ( AWN HANGER N*K H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286000d 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1Ply) MTS12 - -2000#((2 Each I HHUS48 - + 4299# -16600(10d 2ply) MTT288 - -3786#(2 Each (30d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990000 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 10'8" 10'8" --I 4X4 m 1.5X3 1 .5X3 co 6 P;- to 3X4 (A1) X4 (A i) B X 3X7 �2' +� 21 '4" 2' R-1156# W-3"8 R=1155# w=3"8 A? T42 SED: 79118 L TVP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV, 17.2m SCALE -0.2500 *IMPORTANT**SHA�LNOTN ENGINEERED PRODUCTS. OOR INC. WARNING IN`SSES PEOUIPE m,,wxINo. ERECTION EME LAM AND 12/02/94 TC LL 30 .0 PSF REF d,.": TC DL 7 .0 PSF DATE 12/02/94 n �\ DEVIATION FROM THIS OE616N OR THESE SPECIFICATIONS. OR ANY SPACING. SEE H16-91 BY TPI. SEE THIS DESIGN FAILURE TO GUILD THE TRUSS 1N CONFORMANCE WITH OST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ALPINE CONNECTORS ARE MAGE OF 200A CALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. top - 8C DL 10 •0 PSF DRWG A416 0R 6EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS 170. 150 t I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - - T0T.L0. 47 •0 PSF Q/A LEN. 21-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' 1 .33 IN ONLY. ANO SMALL NOT BE RELIED UPON 1N AIR OTHER WNr. oEsION 0 THE TRUSSS EER CT1ON CONTRACTOR, �` ` SPACING 24.0" ITYPE Comn X_(4-3592) LOT / T4 '4" Common THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 7P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. JT CHORD 2x4 SP 02 N UPLIFT (LB): 470 340 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS M-Gravity (-)Uplift --------------------------------------------------------------- IIxN UPLIFT KKK I N*N HANGER NNN H5 455#(Jacks Only) I HUS26 - + 2751! -1286!(10d 1p MTS12 - -100011 1 HUS26 - + 3315! -1550#(16d ]ply MTS12 - -2000! 2 Each HHUS48 - + 4299! -16600 (10d 2ply) MTT289 - -3786! 2 Each 10A HHUS48 - + 5180! -2000!(16d 2ply) MTT288 - -4455! 2 EaChl (]6d) HGUS48 - + 6640! -2199#(IOd 2ply) MST60 - -4688!((Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16500 Each) HGUS5.5- +113350 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1018" 10'8" —i m 4X4 1.5X3 1.5X3 6 C;;- Lo 3X4 (Ai) X4 (A 1) X _97 . 3X7 �- 2' 21 -4" -1 R=1165# W=3"8 R=993# W=3"8 AyT335 SED: 79121 L . TY .-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF **I MPGR T ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MtB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/02/94 rL \�►11V\ FAILURE TO BYILO THE TRUSS IN CONFORMANCE M11M OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` 3' ALPINE CONNECTORS'ARE MAGE OF 20GA OALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE tN0[CATEO. TDP - BC OL 10 •0 PSF DRWG A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON T1415 -1S DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 pS F LJS CONNECTORS PER DRAWINGS 1". 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY AttACMEO RIGID CEILING --SEE - STATE of _ T D T.L D. 47 .0 PSF Q A LEN. 2 1-4-O CONFORM N/APPLICABLE PROVISION!OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 fOR PROPER 0 10* P SEAL ON 1N1S DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'` 1 .33 SN ONLY, AN6 SNAIL NOT BE REL1E0 RDUR UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .FAC. .... - __..... .....+»" M"" . ."-. 11- PPRI M WPFrTFTr.ATtPW rM WMI1 rnNenWrTtnN .rH.i.. -` SPACING 24.0" TYPE Comn :)'__(4-3592) LOT / T5- 17' HIPS V T 4'8" SQ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. JP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 7T CHORD 2x4 SP #2 N :82 2x4 SP 01 Dense: UPLIFT (LB): 220 240 220 WEBS 2x4 SP 03 BRG.LOC (FT): 0.71 6.00 16.71 _t Wedge 2x4 SP 03: TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . AIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) ILY. DO NOT USE WITH PLASTER CEILING. ------------------------------------ --------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS I HIP DESIGNED TO SUPPORT 04-08-00 JACKS AT LEFT END. (+)-Gravity (-)-Uplift ACKSHAVE NO WEBS. --------------------------------------------------------------- NNN UPLIFT NNN WON HANGER NNN RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -45511(Jacks Only) I HUS26 - + 27510 -1285# Od iply) JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 331511 -15501106d iply) MTS12 - -20000(2 Each) (( I HHUS48 - + 42990 -166011(iOd 2ply)) AIS TRUSS IS DESIGNEDOTO BEAR RS IAND/OR SUPPORT ADDITIONAL LOADS MTT28B - -445511(2 Each� (16d)� HGUS48 - + 66400 -21gg#(10d 2ply) SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -468811(Per 2ply) HGUS48 - + 800011 -265011(16d 2ply) VSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16500(Each) I HGUS5.5- +1133511 -394511(16d 3ply) --------- --------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ---4'8" 12,4" J 4X5(R) 1.5X3 3X4 1 .5X3 s m 3X7 m ' 2X4 (A i) q•3 m 10' st' T v N I-m 5'5"41 B2 40' 10"4 X4 3X3 R-497# W-3"8 R=7803#XW=3"8 R=4740 W=3"8 Ay - Tit SED: 79126 LT. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV, 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF *IMPORT ANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN "ANGLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE M18-91 BY TPI. SEE THIS DESIGN CN " " TC OL 7 •0 PSF DATE 12/02/94 FAILURE TO GUILO THE ?RUBS IN CONFORMANCE MITN OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT SPACING RE - ��ALPINECONNECtORs ARE MADE OF 20QA QALY. S1EEL MEETiMO A6TM OUIPEMENTS. UNLESS OTMEPMISE IM7ICA1E0, TOP - 8 C DL 10 0 PSF DRWG A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTOR$ tO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WIT"PROPER O .O PSF LJS TOM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 60110"CHORD BC LLCONNECTORS PER CRAVINGS 130. 150 S 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACMEO RIGID CEILING -- SEE TDT.LD. 47 •0 PSF D/A LEN. 17-0-0 CONFORM N/APPLICASLE PROVISION OF NAS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERStAL aN TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED/ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' � OUR.FAC. 1 .33 !HALLNOT 6E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •-.est .I.—4 ANF I—IttoolF 1001 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUTION ' SPACING S E E ABOVE TYPE P Espec 0;-14-3592) T / T6 10* 11"8 HIPS SR SL THIS OWG. PREPARED FROM COMPUTER INPUT LOAD 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. JP CHORD 2x6 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. JT CHORD 2x4 SP #i Dense UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED TIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- 4LY. 00 NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(±)_Gravity-(-)-Uplift---------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Timx UPLIFT Timm I KKK HANGER KKK H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10004 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each HHUS48 - + 42990 -1660:(10d 2ply) MTT288 - -3786#(2 Eachl (10d)I HHUS48 - + 51800 -2000#0 6d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199I(10d 2pIy) MST60 ■ -46880(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3pIy) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m 10' �Q{ I. 1. 3 3'B �B• 1011e X3 3X31 1011e R-515# W-3" R=515# W-3"B Ay.9 TIB SED: 79134 'L TYP.-ALPINE DESIGN CRIT-TPI OTY = i TOTAL 1 REV, 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEGUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT 9(M SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND n (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN �t� �11 F�� TC D�, 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0ST66 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v _ ALPINE CONNECTORS ARE MAGE OF >IOOA QALY. STEE�.MEETING ASTM OUIIEMENT9. UNLESS OTHERWISE INO[CA1f0, tIN+ BC DL 10 .0 PSF DRWG O AU6 BII B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHAH BE IATERALLT ORACEO MITN PROPER - . 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD K BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE srArE of = T 0 T.L 0. 4 7 .O PSF D/A LEN. CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER LO 81011 SEAL ON TN1S=IND APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUINIIsm A COPY Of TH Is �. Q �� DUR.FAC. 1 .33 IN ONLY, ANO=L NOT BE MEL IEO UPON IN ANI'OTHER NAY, DESIGN TO THE TNWRS ERECTION CONTRACTOR, INEE�,.�` SPACING 24.0'• TYPE spec ._..-• 1qM q ATM 1-1110— N • 1NR1 NATIMNAI. RFRIRN%PFC1FTCATtDN FDR MODD CONSTRICTION LIMN 111.11 )' (4-3592) T T HIPS R SL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED 13Y TRUSS MFR. )P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED JD VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. M-Gravity (-)-Uplift ------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- *** UPLIFT *** I xxx HANGER x*x H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286#(fOd iply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d iply) MTS12 - -2000#(2 Each l I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each1 (SOd)I HHUS48 - + 51800 -2000#(f6d 2ply) MTT28B - -4455#(2 Each 16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CSi50 - -1650#(Each) I HGUS5.5- +11335# -39450(164 3ply) --------------------------------------------------------------- �_2 7-8 _ _j� 6, 2,�EFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 5 6 P;- 2X X2 m m ^ m co io v in I B. 10' 11"8 X3 3X3 �----- 10' 11"8 _ R=515# W-3" R=515# W=3"8 Agg T119 SED: 79140 'LT. TY .-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL - 1 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30.0 PSF REF t *IMPORTANT**$HALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION f[gll TN[9 OE81DN OR THESE SPEC1iICAT1pNS, OR ANY BRACING. SEEHiB-91 BY TPL SEE THIS DESIGN •`, e�� TC DL / .0 PSF DATE 12/02/94 FAILURE TO BUILD T/E TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �US ��11ALPINECONNECTORS ARE MADE OF 200A DALY. STEED MEETING ASTR OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF ORWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x 8C LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, TSO C 16OA_F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF �/A LEN. 10-11-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C0 Rld 4 , SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11115 e' OUR.FAC. 1 .33 IN OILY. A!O SHALL NOT BE HELiEO UPON IN ANY O1MER WAY. OESION TO THE TMTS4 EPECtION CONTRACTOR. F INEER`' --_•,• - .a-.-.1F 1N9111..1F ,WH9 - 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION HRH„ ```` SPACING 24.0" ITYPE spec � A 4- T " COMN VLT DROP GABLE THIS OWG, PREPARED FROM COMPVTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 12 N **WARNING! 2 UNPLATED JOINT(S)MM )T CHORD 2x4 SP 02 N WEBS 2x4 SR 13 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 250 200 BRG.LOC (FT): 0.00 6.19 12.38 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) )ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- WARNING:CONTRACTORS IIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS TYPICAL SIMPSON)OGravOity (P)IUplGER REQUIREMENTS ift SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------------------------------------------- ISTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. *** UPLIFT M** *M* HANGER MMM H5 - -455#(Jacks Only) I HUS26 - + 27518 1286#(10d iply) MTS12 - -10001 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20001(2 Each)) HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 + 5180# -20000(16d 2ply) MTT28B - -44550(2 Each) (16d))l HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -2650#(16d 2ply) CS15O - -1650#(Each) I HGUS5.5- +11335# -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'4" 6'4" —) 4X4 1.5X3 .5X3 v e P;- �9'e•3 NI JM4 4x5(R) m m m 8 ---9r 4 4X5 (R) 6'4" -� 6'4" —5-4- .�. 2' N.T. --5'4" _I 12'8" _I R-163# W=3"8 R=864# W=3"8 R=163# W=3"8 S LJ. SED: 79279 TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF (�2 x I MPO RT AN T M X 94ALL NOT BE RESPONSIBLE FOR ANY WARNING IN IIANOLING, ERECTION ANDN — DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE "IS-21 BY TPI. SEE THIS DESIGN ��`.jt1Vc� �, TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD TUE TRUSS 1N CONFORMANCE WITH OS1N BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE _ v - ALPINE CONNECTORS ARE MADE OF 20GA 6ALY, STEED MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOA - BC OL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0 .0 PSF L J S CONNECTORS PEA DRAWINGS 130. 150 6 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 12-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPOAtE 17/1/911 FOR PROPER LO RIOT N ` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRY-ALL APPLICATION. FURNISH A COPY OF THIS ., �. Q'� OUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT 6E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI -1RUSS PLATE INSTITUTE. NDS- 199 —1 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�hNRiH•+�`� SPACING 24.0" T Y PE S p e C )b: (4-3592) T MN V T THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMEN I NS SUBMITTED 5Y TRUSS MFR. tOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N UPLIFT (LB): 340 330 WEBS 2x4 SP 03 PFC0.00 12.38 ON 00 PF TTOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT, ENCLOSED 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------ -------------------------------------------------------- quST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift xxx UPLIFT xxxxxx HANGER xxx H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000/ HUS25 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d) HHUS48 - + 51800 -2000#(160 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'4" 6'4" 4X4 m 6 4X5(R) m 2X4 (A1) 1 8 3 X4 (A 1) 4 __ILL - J±�8 4X5 (R) 12'8" _I R=7480 W=3"8 R=748# W-3"8 PLG a T20 SEQ: 79270 7. TYP -ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV, 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF n� M IMPORT ANT**SHALL NOT SE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICA1tONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN -e' Ev�-.q TC DL 7 .0 PSF DATE 12102194 FAILURE TO BUILD TIE TRUSS 1N CONFORMANCE WITH OStSS NY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ALPINE CONNECTORS ARE RAGE OF"GA OALV. STEEL MEETING ASTM WtPEMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER _TRUSS AND UNLESS OTHERWISE LOCATED ON 7425 11ES1CK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS M. 150 t ISOA-F. DESIGN STANDARDS MITN PROPERLY ATTACHED RIGID CEILING -- SEE 70T.LD. 47 .0 PSF D�A LEN. 12-8�0 CONFORM W/APPLICABLE PROY1510N1 OF ND9 t tPl. AN ENGINEER'S ALPINE rECHNICAI lROATE tT/1/911 Fan pnOPEn ']SEAL ON 1N15=IND APPLIES TO tHE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 1"IS -` DUR.FAC. 1 .33INOWT. ANOSMALLNOT BE RELIEDLOON IN ANY OTHER MAY. DESIGN TO THE TRUSS EPECTION CONTRACTOR. SPACING 2 4,0" S eC ■--TP1 - TRUSS PLATE IMStI?UTE. MOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION RRRR.R�1�, ` T YP E P 4 T MN VLT THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) UBMITTED BY TRUSS MFR. P CHORD 2x4 SP 42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP 02 N UPLIFT LB): 340 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx xxx HANGER xxx H5 - -455/(Jacks Only) HUS26 - + 2751/ -1286#(10d 1p Y) MTS12 - -1000# HUS26 - + 3315# -15500 16d iply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600000 2ply) MTT28B - -37860(2 Each) 110dHHUS48 - + 5180# -2000#(16d 2ply) MTT289 - -44550(2 Each) (16d ) HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) HGUS5,5- +113350 -39450116d 3ply) ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'4W l 6-4- 4X4 M m 6C:,-- 4X5(R) m m 2X4 (A1) 4 X4 (A 1) d 4"3 4X5 (R) --2' 5-4- 2' ----�--- `-- - 5-4- R-765# 4"R=7651 W=3"8 R=579# W=3"8 4G T36 SED: 79272 _T. TYP.-ALPINE DESIGN CRIT-TPI GTY - 5 TOTAL - 5 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF x IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION!. OR ANY BRACING, SEE Ht0-2% BY /P1. SEE THIS DESIGN �`�'L"' TC OL 7 .0 PSF DATE 12/02/94 FAILURE to BUILD THE TRUSS IN CONFORMANCE WITH OWN BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE � ^ ALPINE UCONNECTORS AM MADE OF 206A QALY. S1EEL•MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS t0 EACH FACE OF CMOPD SMALL BE LATERALLY BRACEO WITH PROPER 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 130 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE SLATE OF TOT.L 0. 47 .0 PSF D/A LEN, 12-8-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE ()/1/911 FOR PROPER L 0 R110 7 SEAL ON TRIS DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q• = DUR.FAC. 1 .33 IN ONLY, AND SNALL HAT BE REL[EO 1% IN AMY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --- .. .- .....«... _ .,�. .,.ttro _qf_e-crrcrrATrnN FOR WT r. N T.I TTMV '''H.,T,H,+ `' SPACING 24.0" TYPE Sp@C )0 (4-3592) H PM DROP GABLE 4'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): WEBS 2x4 SP #3 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- N** UPLIFT Nat* I NNN HANGER WN* H5 - -455#(Jacks Only) HUS26 - + 27510 -12860(104 1ply) M7S12 - -1000/ 1 HUS26 - + 3315# -1550#(16d #ply) MTS12 - -20000(2 Each) I HMUS48 - + 4299# -16500(10d 2ply) MTT288 - -37860(2 Each) (10d�I HHUS48 - + 5180# -20000(16d 2Dly) MTT288 - -4455#(2 Each (164 I HGUS48 - + 6640# -21990(10d 2oly) MST60 - -46880(Per 2ply) I HGUS48 ■ + 8000# -26500(16d 2DIy) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3p1y) ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---4' 20'7"B i 4X5 (A) 3X4 e 2.0.4 3X4 (01) 1 .4 9 �—�4 e. d 8.84X5 5(R) �--3'7"8 . 5 21 ' 24'7"8 R-158# W-3"8 R=103 plf W=21 ' TAG T11 SED: 79320 PLT. TY P -ALPINE DESIGN CRIT-TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT Of RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY 1P1. SEE THIS DESIGN �T1'Uc�`' �,� TC OL 7 .0 PSF DATE 12/02/94 \\UVw"I►v\ FAILURE f0 OI11LD THE TRUSS 1N CONFORMANCE M1TN OItS!BY TPI. F011 A001TlIX1AL SPECIAL PERMANENT GRACING RE , O ALPINE COMRECIOM ARE MAGE OF YOGA GALT.-STEEL MEETING ASTM OU11tEMENiS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10 .0 PSF DRWG Mao GA B EXCEPT AS tgTEG. APPLY CONNECTOR!TO EACH PACE OF CHORD SHALL Be LATERALLY BRACED WITH PROPEa - $606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 801104 CHORD N _ BC LL 0 .0 PSF L J S CONNECTORS PER Ur1ANtMGs Sb. SSO a 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED a10i0 GETTING -- SEE - STATE OF T 0 T.L D. 47 .0 PSF 0/A LEN. 24-7-8 CONFORM N/APPLICAOLE PROVISIONS OF NOS 9 TPt. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOR PROPER 0 R2�* ~ - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q `� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANT OTHER WAY. OESION TO THE TRUSS ERECTION CONTRACTOR. ��, INEE�',` ! .«..«... . ......" ... . .P". NATIR Ar MQlr6 "PFc1F1CATrnH FOR WOnn CnN41rNW11TnN '�'11.rr �'' SPACING 24.0" TYPE h i pm b: (4-3592) T / Tit 24*7*8 H PM V t 6*SB THIS QWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2X4 SP #2 N :T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 02 N UPLIFT (LB): 540 410 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift Xxx UPLIFT NNM 1 WMM HANGER *WW H5 - -4550(Jacks Only) I_ HUS26 - + 27510 -1286#(10d (ply) MTS12 - -1000# I HUS26 - + 3315# -15500(16d iply) MTS12 - -20001(2 Each HHUS48 - + 4299# -1660#(fod 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -44550(2 Each) (160)1 HGUS48 - + 6640# -2199# (fod 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -39450 (16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ------6' i B'7"8 T 6X6 T fY7 T tY7 9 3X6(A 1) X 4X i . 3� .d 3.6 5X7 �--2' -- —3'7"8 21 ' 24'7"8 - - - — -- —_► R=1332# W=3"8 R=1135# W=3" fAG T8 SED: 79281 ')N. TYp.—ALPINE DESIGN CRIT-TPI OTY 1 TOTAL 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT)()(SMALL Not BE RESPONSIBLE FDR ANY WARNING IN HANDLINW, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN �1t"1/t' 'T��i� T C OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS DS BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING 1E ` v E ALPINE COWNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF O RWG O MM OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL �1 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 130 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF _ •(QT,LD, `�7 ,0 PSF O/A LEN. 24-7-8 CONFORM*/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER LO qI0* P SEAL ON tHls DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F o•;� DUR,FAC. 1 .33 IM ONLY, ANO SMALL NOT BE RELIED WON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE NM . toot NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NNI1 n NNN�``` SPACING 2 4,0" T YPE spec ), (4-3592) LOT 4' H PM V T THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP 02 N UPLIFT (LB): 530 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- 'ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+).Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I N** HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d 1p y) MTS12 - -10000 I HUS26 - + 33150 -15500 (16d 1ply) MTS12 - -20000(2 Each) I HHUS46 - + 42990 -166001fOd 2ply) MTT28B - -378601(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550 2 Each) (16d)( HGUS48 - + 66400 -2f990(iOd 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) ---------------=----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS B. 16'7"8 .� 6X7 3X4 I 5X3 37 T m m v 6 pi.5X3 m v 9 3X6(A 1) 3X4 3X4X 12 .a 3.65X 14 �2' --3-7N8 21 ' J 24'7"8 -� R=1332# W=3"8 R=1135# W=3" 4GT33 SED: 79284 -T. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANTIE*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n I\ DEY1AT10N FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtB-9f BY TPI. SEE THIS DESIGN ew, 'I'II' � T C D(.. 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE T(NISS IN CONFORMANCE WITH OSTBB BY TPi. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CCNWC70PS ARE NAVE OF 200A QALY. STEEL•MEETING ASTM OUIREMENTS. UNLESS OTHERNISE INDICATED. IDP - BC OL 10 .0 PSF DRWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CMORO SMALL BE LAIEPALLY BRACED WITH PROPER _TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - BC LL 0 •0 PSF LL)S CONNECTORS PER DRAWINGS 130. 150 t 160A-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE jD T,L D, 47 O P$F D/A LEN. 24-7-8 CONFORM W/APPLICA&LE PROVISIONS OF NDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPERSEAL ON THIS MAKING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN ONLY. ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" ITYPE spec (4-3592) T 4 T13 24-7-8HIPS V T i R THIS OWS. PREPARED FROM COMPUTER INPUT (LOAOS 6 DIMENSIONS SUBMITTED BY TR SS MFR. TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP !2 N UPLIFT (LB): 530 420 WEBS 2x4 SP !3 BRG.LOC (FTI: 0.00 24,38. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT xxx ) xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455!(JackS Only) I HUS26 - + 27510 -12860(10d iply) MTS12 - -10000 HUS26 - + 3315! -15500(16d 1ply) MTS12 - -2000!(2 Eech) HHUS48 - + 42990 -1660!(10d 2ply) MTT288 - -3786!((2 Each) (10d HHUS48 - + 51800 -2000! 16d 2ply) MTT28B - -4455! 2 Each) (.16tl I HGUS48 - + 66400 -2199#00d 2ply) MST60 ■ -4688!(Per 2ply) HGUS48 - + 80000 -2650!(16d 2ply) CS150 - -16500 Each) I HGUS5.5- +113351 -3945!(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m 10' 13'4 --� � 4X6 1.5X3 5X5 (R) X2 (A) T � 3X5 ' m m to 3X6(A 1) 3X4 3 x 3XIO 39 a 3.6 5X6 �--2' +-3-7-8 21 ' 24'7"8 R=1332# W-3"8 R=1136# W=3" TAG T32 SED: 79287 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL - 1 REV, 17.2m SCALE =0.2500 ALPINE ENGINEExEO PRODUCTS, INC. tRUSSEI PEDu1RE ExtnEME CARE 12/02/94 TC LL 30 .0 PSF REF *I MPO RT AN T**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOL I NO, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - �1.1t'VC,"f��r� TC DL 7 .0 PSF DATE 12/02/94 n \\U`vVIL\U FAILURE 10.BUILD THE TRUSS IN CONFORMANCE NI TN OSTES BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE , v �1 ALPINE CONNECtORS ARE MADE O' 200A QALY. fTf�El MEETING ASTM OUIREMENtS, UNLESS OTHERWISE INo1cATEo. TDP - - BC OL 10 -0 PSF DRWG MAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BnACF,O WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATININO, OORtOM CIronD x BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE $TATE OF TOT.LD. 47 .0 PSF Q/A LEN, 24-7-8 CONFORM=/APPLICABLE PROVISIONS OF IRS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 1• p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS L 0 R1 V' • DUR.FAC. 1 .33 IN OKAY, ANO SMALL NOT BEREL UPON IN ANY OTHEP MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�`', •..• - •--..•+••. •--e•••.-.� .,ny •oo• w�Tfnwu meNrw 4PCfiFtPNtInN rnq rnnn rnweimrTlm+ �� HiNi••• SPACING 24.0" TYPE spec ]b: (4-3592) T T14 24*7"8 HIPS V T SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15,00 FT. ENCLOSED 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 REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT Mxx I xxx HANGER xWx H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(fOd 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000# 2 Each 1 HHUS48 - + 4299# -1660#(fOd 2ply) MTT28B - -37860 2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)! HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) II HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) HGUS5.5- +113351 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X5 (R) 3X4 4 X (R) X5 4X4Lo T B t y 9 3X6(A1) X 3X8 1 .*34-7�v i +,e ,may 3.6 5X7 �- 2' --+--3'7"8 21 ' 24'7"8 R=1332# W=3"8 R=1135# W=3" TA T226 SED: 79290 PL TYP.-A PINE DESIGN CRIT-TPI OTY - I TOTAL 1 REV. 17,2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/02/94 - TC LL 30 .0 PSF REF X IMPORTANT*.*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n 1.\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY tPt. SEE THIS DESIGN �A�,'VS' TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 09198 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ©\\\l\V_J ALPINE CONNECTORS ARE MAGE OF 200A GALY, BTFyEI MEETING ASTM OUtREMENTS. txllE34 OTHERWISE It+OlCA1E0, TOP - - BC DL 10 .0 PSF DRWG A445 OR B ESCEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY GRACED W1TH PROPER $606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ' W - BC LL 0 .0 PSF L CJS CONNECTORS PER DRAWINGS 130, ISO S 15OA-F. DESIGN STANDARDS WITH PROPERLY AITACHEO RIGID CEILING -- SEE STATE OF Ta T,(-�, 4 7 .0 PSF 0�A LEN. 2 4-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CO q2a ': SEAL ON TN1S DRAMINC APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' �. Q'� OUR.Fac. 1 .3 3 1N Y. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�,,, SPA C 1 NG 2 4.D�' .__... _ .,...-..F ..".,,,,.. .M.. . ."R. WA110MA1 RCSTRW RPFCiFiCATTRM FAR■mm CONSTA%r.Tf M �'��HnH,,,U TYPE spec (4-3592) T T15 24-7-8P V T 14'SB THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR ]P CHORD 2x4 SP 02 N :T1 2x4 SP 11 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 3T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP 03 BRG.LOC. (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED 4) 1X4 'T'-BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity H-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MMM UPLIFT MMM ) MMM HANGER MMM UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 27511 -12860(100 1ply) MIS12 - -1000# HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000# 2 EaCh!) HHUS48 - + 42991 -1660#(10d 2ply) MTT288 - -3786# 2 Ea Ch (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -44551 2 Ea Ch (16d) HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688# Per 2p y) HGUS48 - + 8000# -26500(16d 2ply) CS150 - -16500 E:ch) HGUS5.5- +il335# -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS ----- 14' 5'4" ---�----5 3"8 ---1 4X6 4X (R) T1 X4 4X4 (A) T v 6 (7 0? m 9' 3X6(A 1) 3X4 3X8 3 3 3X4 �8' �3.s 5X7 �2' +-3'7"8 21 ' 24'7"e - _I R=13321 W=3"8 R=1135# W=3" AyT4 SED: 79292 I . TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL 1 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF AEF )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN �``S'Vc�' �� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05109 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v ALPINE CONNECTORS ARE MADE OF 200A QALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG A44B GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER _ 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHDRD N 8C LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C ISOA-F, DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING -_ SEE STATE OF _ T 0 T,L D. 4 7 .0 PSF 0/A L E N. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L 0{il0* Q'� SEAL ON 'NIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE.RELIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� INE ��` - __. ..._._.... ___._..____._._._:_.._._.._____._. ..... SPACING 24,0" TYPE spec tob: (4-3592) LOT / T ' HIPS 16-Sp SA SL THIS QWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MPR TOP CHORD 2x4 SP 02 N : T3 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 350 HESS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH WINO SPEED 100.00 MPH, MEAN HEIGHT 15,00 FT. ENCLOSED -------------100.00-MPH. M-------------------FT. ENCLOSED NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift ------------------- ------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *xx UPLIFT *x* I xxx HANGER **N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 455#(Jacks Only) I HUS26 - + 2751# -1285#(10d 1p1y1 MTS12 -1000/ I HUS26 - + 33150 -1550/(S 6d 1ply) MTS12 -2000#(2 Each I HHUS48 - + 4299# -16601000 2ply) MTT288 - -3766#(2 Each (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT288 4455#((2 Each (16d)I HGUS48 - + 6540f -21990(10d 2ply) MST60 46880 Per 2ply) I HGUS48 - + 80000 -2650#06d 2ply) CS150 1650#1lEach) I HGUS5.5- +113350 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12'4"8 — -I- �•�7'3*'8 4X5(A) 4 (R) (� T3 6 3X4 X4 Q T (A) _T_3X5 m � f'!i 18 X 3X4 9 X3 " —21 r � ' R=9 # W=3 A=987# W=3"8 1.5X3 ITA? a T3 SED: 79181 ; PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17,2m SCALE -0.2500 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES REQUIRE EKSREME CARE 12/02/94 T C LL 30 .0 PSF REF X I MPOR T AN T X X SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. EPECTION AND I\ DEVIATION FROM THIS DESIGN ON THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-91 ET TPI. SEE THIS DESIGN ��1,'t11j TC OL 7 .0 PSF DATE 12/02/94 \\Uv�Vi►U\ FAILURE TO BUILD TK TRUSS IN CONFORMANCE WITH OSTBD BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE NAGE OF ZOOA DAIV, 711EE1 MEETING ASTM OUIREfuENT3. UNLESS OTNERw ISE IN01[A1Eo. TOP - - 8C DL 10 .0 PSF DRWG 1U\\ A449 OR B EXCEPT AS NOTED. APPLY CGNNECTOM TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 (� TAM AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W - BC LL 0 •0 PSF L J S CONNECTORS PER DRAWINGS 130, 150 It ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE s = .L D. 47 .0 PSF /Q LEN. 2 1-0-0 CONFORM /A WPPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE VSTATE of T 0 T /1/911 FOR PROPER TA q10* R , SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Qom• OUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'•` - __....._ ...... ... . . .�. � ��..... � ,,..., •�` SPACING 24.0" ITYPE spec ' (4-3592) T T '4" HIPS R P GABLE 4'SB SR THIS QWG, PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 12 N UPLIFT (LB): WEBS 2x4 SP 13 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED \LL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REOUIREMENTS a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)=Uplift 4UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER MMN H5 - -4551(Jacks Only) I HUS26 - + 27511 -12861(10d Iply) MTS12 - -1000/ HUS26 - + 33151 -1550106d W ly) MTS12 - -20001(2 EaCh HHUS48 - + 42991 -16600(IOd 2ply) MTT280 - -37861(2 Each (100)1 HHUS48 - + 51801 -20001060 2ply) MTT288 - -44551(2 Each) (16d)� HGUS48 - + 66401 -21990(10d 2ply) MST60 ■ -46881(Per 2ply) HGUS48 - + 80001 -26501(16d 2ply) CS150 - -16501(Each) HGUS5.5- +113351 -3945106d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 (7 L_4• 25'4" f 4X5(R) 5X4 4X (R) 3X4 (D1) X4 (02) —�, u s B_0 5X4 32'3"8 R=94 plf W=32'3"8 PLGG T6 SED: 79198 j.TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF n� *IMPORTANT**SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICA71ONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ``T�US'TITT ••� - TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MJTN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ,,• ALPINE L'ONNECIOR$AAE MADE OF MA BALM. $TEFL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORWG MIB GA B EXCEPT AS NOTED. APPLY CONIECiORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER DE - . 5606 - ?RUSS AND UNLESS OTHERWISE LOCATED ON THIS SIGN. POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM 0010 x BC LL 0 .0 PSF LJS CONNECTORS PEA DRAWINGS 130, ISO 0 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE: OF T 0 T.L D. 47 .0 PSF 0 A LEN. 3 2-3-$ CONFORM*/APPLICABLE PROVISIONS OF No R TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/9t) FOA PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICtEO HERE DRYWALL APPLICATION. FURNISH A Copy OP THIS on IS Q' F ouR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY O'MCA WAY, DESIGN TO THE TRUSS EPECTION CONTRACTOR. •,••• INEEPy,.`` . ... .. ... SPA(:TIJG 24.0" ITYPF gaol O b; (4-3592) LOT T '4" HIPS 'S SR THIS OWG. PREPAREO FPDM-COMPUTER INPUT ADS 6 DIMENSIONS SU MITTED BY TRUSS MFR. TOP CHORD 2x4 SP 82 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 660 530 WEBS 2x4 SP 03 BRG.LOC (FT): . 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *xx UPLIFT *xx x** HANGER *x* H5 - -455#(Jacks Only) HUS26 - + 27511 -1286#(]00 1p1y) MTS12 - -10000 HUS26 - + 3315# -15500(]6d ]ply) MTS12 - -20000(2 Each) HHUS48 - + 42990 -1660#00d 2ply) MTT288 - -37860(2 Each) Mall HHUS48 - + 51800 -2000#(160 2p)y) MTT288 - -44550(2 Each) (16d)l HGUS48 - + 6640# -21990(iOd 2ply) MST60 - -4688►((Per 2ply) HGUS48 - + 80000 -2650#(]6d 2ply) CS150 - -1650#tEach) ) HGUS5.5- +10350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3X4 --6' 21 -4- 4' 11"B --� 5X4 3X4 3X5X4 X4 T3,i'3 6C► . "4X5 3X5(A i) 10_4�8, X X 4X X X 3X �--N 32'3 8 R-1691# W=3"8 R=1498# W=3"8 PL . TYP -ALPINE DESIGN CRIT-TPI OTY - TOTAL - i REV. 17.2m SCAALE7-0 8875 ALPINE ENGINEERED PRODUCTS, INC. TAUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND 7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN Ug' F �i TC []L ! .0 PSF PATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O� ALPINE CONNECTORS ARE MAGE OF 2004 DALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10 •0 PSF OR WG O AU6 OR 9 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PPOPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OEStGN, POSITION LY ATTACHED PLYWOOD SNEATNING, BOTTOM CNORD * -_ BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STAHOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE Of T O T.L D. 4 7 .O PSF /A LEN, 32-3-8 CONFORM W/APRT ICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE UII/91i FOR PROPER ' SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH15 0 RTO IN ONLY. AND SHALL NOT BE REL1E0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN ouR.FAC. i . 3 3 W--TPt • T"I PLATE INSTITUTE. NOS 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCtION ''�•.1��..'..� SPACING 2 Q.O T Y PE hips )b: (4-3592) LOT / T19 33'4" HIPS SR THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 Dense :T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 660 530 WEBS 2x4 SP 03 BRG,LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED 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 REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -455f(Jacks Only) HUS26 - + 27511 -12860(10d 1ply) M7S12 - -10000 HUS26 - + 33151 -1550#(16d iply) MTS12 - -20001(2 Each HHUS48 - + 4299# -16601(10d 2ply) MTT288 - -37860(2 Each (10d)I HHUS48 - + 5180# -20001(16d 2ply) MTT28B - -44550(2 Each) 116a)l HGUS48 - + 6640# -21991(fOd 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26501(16d 2ply) CS150 - -1650/(Each) I HGUS5.5- +113351 -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS --------B' 17'4" + 6' 11"8 ---- 5X 3X4 T3X4 5 4 T m 4X5 �3 X5(A 1) io 7�0 X x 3X4 3X �— 32'3"8 R=1691# W-3"8 R=1498# W=3"8 PLs Tg 1 SEl?: 79215 .TVP.-ALP N DESIGN CRIT-TPI OTY - i TOTAL REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PADOUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NGT BE RESPONSIBLE FDR ANY WARNING IN .HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN �Tti/11 ��i TC OL 7 ,0 PSF DATE 12/02/94 \\U�`1VI►U\ FAILURE TO BUILD THE tRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vUs O� ALPINE CONNECTORS ARE MADE OF 200A CALV. $Mft MEETING ASIR OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG MAB OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TR - 5606 USS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF L J S OR CONNECTS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 . 0 PSF OSA LEN. 32-3-8 CONFORM M/APPLICA9LE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPOAtE IN1/911 FOR PROPER 0 RSO Y' P ^ SEAL ON THIS=INC APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS DUR,FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. � INEElks T "..TPT . 1RUSS PLATE INSTITUTE. NOS- 1591 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �HHH111HHH�,,` SPACING 2 4.0" ITYPE h 1 p S (4-3592) T T 33'4" HIPS SR THIS ONG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N UPLIFT (LB)! 660 530 WEBS 2x4 SP 03 BRG.LOUPLIFTCBASED ON 5000 PSFTOTALDEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A) 1X4 'T- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift -----------------------------------------WN- - - RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNN UPLIFT NNN I N--HANGER------NN-N---------- UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(JackS Only) I HUS26 - + 27510 -1286#(100 !ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d /ply) MTS12 - -20000(2 Each HHUS48 - + 4299# -1660#(100 2ply) MTT26B - -3786#(2 Each (10d)i HHUS48 - + 5180# -2000#116d 2ply) MTT28B - -44550(2 Each) (16d)) HGUS48 - * 66400 -2199#(UOd 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 60000 -2650#8 6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450 (16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS .T 5xs 6 m 1.5X3 4X4 'v 617 ) X2_ 3X5(A 1) 10'7�8' -T3 X X X4 y 34X5 X7 �--^� 32'3"8 _I R-1691# W-3"8 R=1498# W=3"8 120 Lt. TYP�-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCGALE790. 1675 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF n2 NIMPORTANT)(*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtB-St BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF GATE 12/02/94 RE NNEW FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING - ` v - ALPINE CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASTM IPEMENTS. UNLESS OTHERWISE INDICATED, TOP 13C OL 10 .0 PSF DRWG M O AB GR B EXCEPT AS NOTED. APPLY CONNECTORS 1r0 EACH FACE OF CHORD SHALL BE IATERALIT BRACED WITH PROPER - 5606 USS - TRAND UNLESS OTHERWISE LOCATED ON IRIS DESIGN, POSITION LY ATTACHED PLYWOOD BREATHING, Bottom Clom N BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, Ix EO 9 1BOA-F, DESIGN STANDARDS WITH PROPERLY AITACIRIGID CEILING -• SEE STATE OF _ TOT.LD. 47 ,0 PSF 0/A LEN. 32-3-8 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/411 FOR PROPER L0 RSO* P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� IDUR.FAC. 1 .33 IN ONLY. ANO$HALL NOT BE RELIED UPON IN AMY OTHER NAT. DESIGN TO THE TRUSS ErtEcitoM CONTRACTOR. /NEER`' 1 1--TPI - TRIASS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR 11000 CONSTRUCTION /��RRRRRRRIR�, SPACING 24,0" TYPE hips Job: (4-3592) T '4" HIPS R THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 650 520 WEBS 2x4 SP #3 BRG.LOC (FTI: 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. NWR UPLIFT xx* I WMW HANGER WXW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(104 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#12 Each I HHUS48 - + 429941 -16600110d 2ply) MTT28B - -3786# 2 Each (10d)I HHUS48 - + 5180# -2000#(164 2ply) MTT288 - -44550(2 Each) (160)1 HGUS48 - + 6640# -2199#110d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 200) CS150 - -1650# EeCh) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' -9'4" -----�----- 10 , 11"8 ---- . 5X4 3X4 5X4 m 1.5X3 4X4 v 6 p X2 3X5(A 1)1 =3 0*7 f0 3X5 3X7 4X5 �N 32'38 J R-16910 W-3"8 R=1498# W=3"8 TA? T29 SED: 79224 PLT. TY P -ALPINE DESIGN CRIT-TPI OTY i TOTAL - i REV, 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 T C L L 30 . 0 0 PSF REF t *IMPORTANT**SHALL NGT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND hDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY tPl. SEE THIS DESIGN `HHHI� � TC DL 7 .0 PSF DATE 12/02/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH O9 TOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,\\\`\ ALPINE CONNECTORS ARE MADE OF 200A GAL V. XTEEL MEETING ASIN OUIREMENTS. UNLESS OTHERWISE INDICATED, top - BC DL 10 •0 PSF DRWG\\\ A448 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CNM SHALL BE LATERALLY BRACED loll"PROPER ..55606 f TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOW W BC LL0 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 130 1 MA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T Q T,L D. 4/ .0 PSF 0 A LEN. 3 2-3-8 COWOM*/APPLICABLE PROVISIONS OF HAS 9 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L 0 qI0 P R ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �,�� INEEP`' .. - ___..-,_. .......... ..,. - . M,.t, ,-.HRM.PF/HR,lA,HMiFDR-r_Q'IrTrRN �,,,,,,,,�' SPACING 24.0" TYPE hipS 10 4- T '4" HIPS 4' SR THI OWG. PREPARED FROM COMP T q INPUT LOADS 6 DIMENSIONS SUBMITTED BY Tq SS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #i N :82 2x4 SP #i Dense: UPLIFT (LB): 650 520 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- ONLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH -------------------W-Gravity (-).Uplift --------------------------------- 80 NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY KKK UPLIFT KKK I KKK HANGER KKK ERECTION CONTRACTOR, H5 - -4550(Jacks Only) i HUS26 - + 27510 -1286#(104 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#(16d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -20000(2 Each I HHUS46 - + 42990 -1660#(10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -3786#(2 Each (fOd)I HHUS48 - + 5180# -2000# (16d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 20y) MST60 - -4688#(Per 2ply) 1 HGUS48 M, + 60000 -26500(16d 2ply) CS150 - -1650# Each) I HGUS5.5- +113350 -3945# (164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 14' 5'4" --�- 12' 11"8 --1 5X6 X. T4 m 1.5X3 (A) 4X4 �7 6 [7 X2 3X5(A 1) 10-7 �3 X X 4X5 �--;v 32'3"8 R=1691# W-3"8 R=1498# W=3"8 TAg Tp SEB; 79228 PLT. TY —ALP N DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT x SMALL MDT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND ^ t\ DEVIATION FROM tNIS DESIGN OR THESE SPECIFICATIONS. OR ANY BnACINO. SEE HIO-91 BY TPI. SEE THIS DESIGN �`-�t"""'T�.� TC, DL 7 .0 PSF DATE 12/02/94 FAILURE 10 BUILD THE TRUSS 1N CONFORMANCE WITH 03188 BY 1P1• FOR ADOIlIONAL SPECIAL PEnMANEMI OnACING RE , v e ALPINE CONNECtORS APE MADE OF 200A GAIV. StEI MEETING A31M OUSIIEMENT3, UNLESS OTNE(IIfISE INDICATED. TOP - - BC BL 10 .0 PSF DRWG A446 CR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BnACED 011H PROPER 5606 c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 00110"CHORD K BC LL 0 •0 PSF L J S CO"C10RS PER DRAWINGS 130. 150 f 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T OT.LO. 47 .0 PSF DSA LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER ' P'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS t O AID INEEA ? FAC. 1 .33 IN ONLY, ANO SMALL NDi BE PELTED UPON IN ANY OTI#R WAY, DESIGN t0 TME TPUSS ERECTION LONtRACTOR, SFnR M000 CONST/W/LTTOM .....• ACING 24.0" T YPE h]P S b.' (4-3592) j / T23 24*7*8 HIPS V T R THIS OWG. PPEPAREO FROM COMPUTER INPUT-(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP Of N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N UPLIFT (LB): 520 420 WEBS 2x4 SP 03 BRG,LOC (FT): 0.00 24.33 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100,00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 1 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Up l i f t --- ----- ------ --- + --- --- --------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx-UPLIFT- -------------------- xxx xxx-HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 + 2751# 1286#(fOd 1ply) MTS12 - -1000# HUS26 - + 33150 -1550#06d 1ply) MTS12 - -2000#(2Each) HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each (lod) HHUS48 - + 5180# -20001(16(J 2ply) MTT288 - -44550(2 Each) (16d) HGUS48 - + 6640# -2199#(10d 2ply) I MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/,HANGER DETAILS �• 16' 7'3"8 -----1 4X5(R) 4 (R) T4 M 3X4 3X4 3X4 m (A) 4X4 m 6 (- m 9' 3X6(A I) 3X4 3X4 3X43 _wn e. `c�j 3.6 5X6 �W-2' --t--3'7"8 21 ' -� 24.7"8 _I R=1332# W=3"8 R=1136# W=3"B AG = T�7 SED: 79243 )L?. .TY -ALPIN-E D SIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12102194 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NGT BERESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HID-91 BY TPI. SEE THIS DESIGN - ��U5' � TC DL 7 ,0 PSF DATE 12102194 FAIUME TO BUILD TNF. TRUSS iN CONFORMANCE WITH 09788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ot µPINE CONMECTOR9 ARE MAGE OF?GGA QALY. 9TEjL MEETING ASTN OUIREMENTS, 11NLES4 OTHERWISE tNOICATEG, TOP _ _ BC DL 1d Q PSF DRWG - A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYM000 SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 170, 150 C ISOA-F. DESIGN STANDARDS MIT"PROPERLY ATIACHEO RIGID CEILING -- SEE STATE OF _ TOT.L D. 47 .0 PSF �/A LEN. 2 4 7 B CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/11/911 FOR PROPER Como, P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 .33 IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTON. ' � INE EaS,.`` - _ ...._....._ ........ ., ,,,..,N SPACING 24.0' TYPE spec 1 4- /__T24 4'7-8 COMN V T SR THIS OWG, PA P RED FROM COMPUTER INPUTILOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 N :T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T3 2x4 SP 01 Dense: UPLIFT ({L8►: 520 420 30T CHORD 2x4 SP 02 N BRG,LOG lFT): 0.00 24.33 WEBS 2x4 SP 03 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED --------------------------------------------------------------- a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)Uplift --------------------------------------------------------------- Kxx UPLIFT xxx I KKK HANGER xxK H5 - -4551(Jacks Only) I HUS26 - + 27511 -1286#(IOd 1ply) MTS12 - -1000! 1 HUS26 - + 33151 -1550#(16d 1ply) MTS12 - -20001(2 Each HHUS48 - + 42991 -1660/(fOd 2ply) MTT288 - -37861(2 Each (10d) HHUS48 - + 51801 -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66401 -2199000a 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39451(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'8" 7' 11"8 -----� 4X4 3X4 T3 m 3X4 co 3X4 T tD 4X4 co 6m 9 3X6 (A 0X 3 � a a.s 5X7 �B I_2' +-3'7"8 21 ' 24 '7"8 - -� R=1332 ' W=3"8 R=1135# W=3"8 rAGG - T334 SED: 79347 'Li. TYP.-ALPINE DESIGN CRIT=TPI QTY 5 TOTAL - 5 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXtRENE CARE 12/02/94 T C LL 30 .0 P SF REF t *IMPORTANT*IE MALL NOT BE RESPONSIBLE FDR ANY ARNING INNANOLtNO• EPECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 6Y TPI. SEE THIS DESIGN a1t �� TC OL 7 .0 PSF DATE 12102194 FAILURE TO BUILD THE TRUSS IN CDNFORMANCE WITH OSTS6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT OAACINO PE -ALPINE CONNECTORS APE NAOE OF 200A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - SC DL 10 . 0 PSF DRWG A446 BR 6 EXCEPT AS NOTED. APPLY COTNECTORS'TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITHPROPEq 5608 0 0 PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM ClgAD K BC LL CONNECTORS PER DRAWINGS 130. 150 6 I60A-9. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T O T L O. 47 .0 PSF O A LEN, 2 4 7—B CONFORM N/APPLICABLt PROVISIONS OF NOS C TPI. AN EtRINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR onOPEa SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO' Q P` ouR.FAC. 1 .33 IN ONLY, AND WALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONtRACipq, •--TPj • 1iX/49 PLATE INSTITUTE, NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �i1�1a�` SPACING 24.0" T YPE Spec Ob: (4-359;?) LOT T MN V T SR THIS OWG.-PAEPAREO FROM COMPWIER INPUT LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 N :T2 2x4 SP 02N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T3 2x4 SP #1 Dense: UPLIFT (LB): 610 480 BOT CHORD 2x4 SP 02 N :81 2x4 SP 01 N: BRG.LOC (FT): 0.00 29.42 WEBS 2x4 SP 03 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** ) Xxx HANGER *xM H5 - -4550(Jacks Only) HUS26 - + 27510 -1286#(iOd 1ply 1 ) MTS12 - -1000/ HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 42990 -1660#(fOd 2ply) MTT28B - -37860(2 Each) (l0d) HHUS48 - + 5180# -20000(160 2ply) MTT288 - -4455#(2 Each) (1601 HGUS48 - + 66400 -2199#(100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 80000 :2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -394501160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGEA DETAILS 4X4 3X4 X4 ;D3X4 T3 4X4 m B p 4x4 3X8 (A i) 1, X X4 4X5 3>PB 1 �9 3X7 .::n 3.6X6 3'7"8 29'8"8 R-i570# W=3"8 R=1376# W=3"8 TA GG T SED: 79337 PL7. TYW.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F M IMPORT ANT N lE SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND SE n 1\ OEVIATION FROM THIS DESIGN OR THESPECIFICATIONS, OR ANY BRACING. SEE Hi 8_91 BY TPI. SEE THIS DESIGN d",,", E ' " TC DL 7 • 0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .IALPINE CONNECTORS ARE MAGE OF 206A QALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OE LATERALLY BRACED MITN PROPER _TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF LJS CONNECTORS PEP DRAWINGS 130. 150 B 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •- SEE T0T.LD. 47 .O PSF 0 A LEN. 29-B-8 CONFORM W/APPLICASLE PROVISIONS OF NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANT OTHER WAY. DESIGNTOTHETRUSS ERECTION CONTRACTOR. I ^�.� SPACING 24.0" TYPE Spec 0: 14-3592) T 7' HIP JACKS THIS OWG. -PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS llBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 02 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTION OF 323.69. ----------------------- ---------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS HIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift ETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- xxx UPLIFT *W* 1 *xx HANGER Illy RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 EaCh) HHUS48 - + 4299# -16600 (iOa 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 Each (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) HIS TRUSS IS DESIGtNE 0EAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455#(2 Each (16d)I H S + g64PS 2199#(10d 2ply) NSTALLATIONFIC LTOAT 10ENSUA i/iTITHISRCARE IS ADVISED DURING MST60 -TRUSS IS ERECTED PROPERLY, CS150 - -1650#(Each)ply) I H� #+M335# -3945#+ Otto (16d 3ply) --------------------------------------------------------------- 12'8 ------------------------------ 12'8"12 RFFFRFNCF WE MFS I IIMRFR (TFTAT1 RHFFZ FnA I Pq FT/HANGER DETAILS 11'6"8 1 .5X3 rn 0 4.24 p' T 2X4 (A i) X �---- 2-9-15 9' 10" 13 - -I -------- 4'2"15 - 5'7" 14 _I R=559# W-3"8 - 123# R=324# W=3"e LGG T13 SEQ: 79296 1. TYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENCINEEREO PNOOUCtS. INC. TRUSSES REQUIRE EXTREME CAPE 12/02/94 TC LL 30 ,0 PSF REF *IMPORTANT**SMALL NOT BE RESPONS ISLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY ORACINO. SEE HIO-91 BY TP1. SEE THIS DESIGN elt,'EE�VSq" TC DL 7 .0 PSF DATE 12/02/94 FAILURE 10 BUILD 111E TRUSS IN CONFORMANCE WITH OSTSB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE WAGE OF?OCA QALY. STEEL MEETING AStM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 1O .0 PSF DRWG ARAB CA B EXCEPT AS NOTED. APPLY CONNECTORS id EACH FACE OF CHORD SHALL BE LATERALLY ORACEO WITH PROPER - - O .O PSF LJS 'AM AND UW.ES3OtREAWtSE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. SOITOW CHORDBC LLCONNECTORS PERORAWINGS 130. 130 E ISOA-F, DESIGN STANDARDS WITH PROPERLYATTACHED P16i0 CEILING -- SEE - T O T.L D. 47• O PSF O/A LEN. 9-1O-13 CONFORM M/A/MRICADLE PROVISIONS OF NDS C tPI. AN EMOINEER*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO 111E COMPONENT DEPICTED HERE DRYWALL APPLICATION. Ft$WISH A COPY OF THIS . DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOF BE AELFEO UPON IN ANY OTHER WAY. DESIGN TO t E TRUSS ERECTION COHTRACIOR.=--tPt • TRUSS RATE INSTITUTE. NOS- IS91 NATIONAL DESIGN SPECIFICATION FOA WOOD CONStRNCtiON '1111U11111�' SPACING S E E ABOVE T Y P E j a c k I b' 4- T CORNER JACKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SVeMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LBI: 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REGUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)-Gravity-(-)Uplift---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IIx II UPLIFT xxR 1 Nxx HANGER xWN H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#000 (ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d (ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each)) I HHUS48 - + 4299# -1660#(SOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each k 0d)I HHUS48 - + 51800 -2000#(160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (160) HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650Each) HGUS5.5- +11335# -39450(160 301y) ---- ---------------------------�------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 I m 0 6 p (V --r— 2X4 (Al) 4L'3 8 2N 5� R=445# W-3"8 R=44# W-1"8 TAYAt Tgg8 SEQ: 79301 PLT, TY .-ALPINE DESIGN CRIT-TPI QTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TrwsSE3 MEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF nn2 *I MPORT ANT x SHALL NOT DE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Httl-SI BY TPI. SEE THIS DESIGN �Tjt11111i��, TC DL 7 .0 PSF DATE 12102194 MNF FAILURE TO BUILD E TRUSS IN CONFORMANCE 911"OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAIZE OF ?ODA GALY.'ITEEL MEETING ASTM WIREMENT$. UNLESS OTHERWISE INOICAtED. TOP _ - BC OL 10 .0 PSF DRWG O AUB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 - 0 PSF L J S CONNECTORS PER DRAWINGS 130. 100 B 160A-F• DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 1 0 T.L D. 47 .0 PSF O/A LEN. 5-0-0 CONFORM INEER'S ALPINE TE SEK ON THIS ONIIAWINNG APPLIESPROVISIONS O E COMPONENT DEPICTED HERE DRYWALL APDL ICAlto".AFURNiSH AI COPYYROF�THIS O R10' Q p�� F DUR.FAC. 1 . 33 IN ONLY, ANO SNAIL NOT BE RELIED UPON IN ANY O1HEq MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. � ■.-TPt • TRUSS RATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,�N NNI.��N��, SPACING 24.0 T y p E e j a C k` . (4-3§92) j CORNER JACKS -THIS DWG PREPARED FROM COMP TER INPUT L ADS 6 DIM NSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.25. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)Gravity (-)Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT xxx I **x HANGER *** H5 - -455i(Jecks Only) + HUS26 - + 27511 -12661(10d 1piy) CONTRACTORS WARNING: MTS12 - -10001 1 HUS26 - + 33151 -1550#06d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -20001(2 Each)) I HHUS48 - + 42991 -1660100a 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37861(2 Each) (10d) HHUS48 - + 51801 -20001(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44551(2 Each) (160H HGUS48 - + 66401 -2199100d 2ply) MST60 - -46881(Per 2ply) 1 HGUS48 - + 80001 -26501(160 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 f,,9'6-4 t� O 6 —r- 2X4 (A 1) 4'3 �8 R-3840 W=3"8 R=14# W-1"8 TAT - T12 SEO: 79304 PLT. TYP.-A PINE DESIGN CRIT=TPI QTY - 6 TOTAL - 6 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF *I MPGR T A N T x*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN ,�I,t1uC,' TC DL 7 •0 PSF DATE 12/02/94 ^ \\UwVVIAV\ FAILURE TO BUILD 11N TRUSS IN CONFORMANCE.xITN WAS IT tP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ v ALPINE CONNECTORS ARE MADE OF PGOA GALV, STEEL MEETING ASTM OUIPEMENT9. UNLESS OTHERWISE INDICATED. TOP 8C DL 10 •0 PSF ORWG A448 OR B EXCEPT A9 NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606- _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W s BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF TOT.LD. 47 .O PSF DSA LEN. 3-0-0 CONFORM N/APPLiCABIE PROVISIONS OF NOS t UPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/911 FOR PROPER (D RIO* P ` SEAL ON THIS DRIVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of tHi9 DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE IAu9S ERECTION CONTRACTOR. INE ,�`�, - -- -- -..__ •111__1 •-- 1-1. 11...-... 1»111.. 1,. 1,..11,..11.................M.-r...,.. SPACING 24.0 TYPE e jack 4— 5T N R J A S THIS WG Pq PARE FROM MPU1 R NPUT LOAD DIM NSIONS SU MITTE 8Y TRUSS MFR. TOP CHORD 2x4 SP 12 N MMWARNINGMM AN UPLIFT REACTION OF -2281 OCCURED ON A BOT CHORD 2x4 SP t2 N NON-MIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIRED. WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED 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 REQUIREMENTS CONTRACTORS WARNING -(*)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MMM UPLIFT MMM MMM HANGER MMM AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455#(Jacks Only) HUS26 27511 12860(lOd !ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10001 I HUS26 - + 33151 -15501116d !ply) MTS12 - -20001(2 Each) ( HHUS48 - + 42991 -166011104 2ply) MTT28B - -37861(2 Each) (10d)I HHUS48 - + 51801 -20001(16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -2199#00d 2ply) MST60 - -46881(Per 2ply) ( HGUS48 - + 80001 -2650!(160 2ply) CS150 16501 Each) I HGUS5.5- +113351 -39451 16d 3ply) - m HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 C;- 8'6"4 -,— 2x4 (A 1) 10 4'3 $ I i L2, 1 , f R=505# W-3"8 R--2281 -60#"8-1"8 PLTA? T41 SED: 79308 N. TYP.-ALPINE DESIGN CRIT=TPI OTY 6 TOTAL 6 REV. 17.2m SCALE =0.5000 Y' /� ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUtPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF 2 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND \\jVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - llUS l TC DL 70 PSF GATE 12/02/94 � F/j�� n FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH 09T88 SY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE - ` v - PINE CONNECTORS ARE MADE OF 200A CALIF. STEEL MEETING ASTM OUIREMENT5. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10 .0 PSF DRWG O ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 0_ c PSF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORO M BC LL •0 LS CONNECTORS PER DRAWINGS 130. 150 0 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED namCEILING -- SEE STATE OF = T 0 T .L D. 47 .0 PSF 0/A LEN. 1-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS 0 AID e. DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON FN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, F !NEER`'��` •--TPN• TRUSS PLATE INSi11UlE, NOS 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CON51RUCiION ','��I��H�H�`, SPACING 2 4.0T Y PE e j a c k (4-3592) j / J 7' End Jack THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENS ONS SUBMITTED BY TAUS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------M-Gravity (-)-Uplift----------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT N*M I MNN HANGER MNK H5 - -455!(jacks Only) HUS26 - + 27511 -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000! HUS26 - + 3315# -15500(16d iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000!(2 Each) HHUS48 - + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786!(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) (16d) HGUS48 - + 6640# -2199000d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000! -2650#(16d 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -3945#116d 3ply) --------------------------------------------------------------- RF,.FEFyV5#H0j-Mj$LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11'6'4 _4 0 r, 6 m T 2X4 (AS) 4'3 8' .L. 7, R=526# W=3"8 R=73# W=1"8 TAG = T40 SED: 79299 PLT, TYP.-ALP NE DESIGN CRIT-TPI OTY - 5 TOTAL 5 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF _ t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO DEVIATION FRO" THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN _ � r �� TC OL 7 .0 PSF DATE 12/02/9`'1FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. MESS OTHERWISE INDICATED. TOP - _ BC OL 10 .0 PSF DRWG A446 CR B EXCEPT AS NOTED. APPLY CONNECTORl,70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 P SF L J S CONNECTORS PER DRAWINGS 130. 190 C tSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT.L D. 47 .0 PSF D/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER F p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS LO RIOQ.`� F _may DUA,FAC. 1 . 33 IN ONLY, AND 9HWLl NOT BE RELIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'��I X--TPI - T"S PLATE INSTITUTE, NOS- 1993 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�HHHHHH+H, SPACING 24. TYPE e j a c k LQL14-3592) j 4-8- HIP JACK-- -THIS OXG. PREPARED FROM COMPUTER INPUT LOAD 6 DIMENSIONS) -SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP !2 N **WARNING*M AN UPLIFT REACTION OF -2940 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIRED. WEBS 2x4 SP !3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 300 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM SRG.LOC (FT): 0.00 6.60 6.60 REACTION OF 602.18. TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-08-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)■Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT N** I NNN HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27510 -i286000d !ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 - + 3315! -15500 0 6d 1ply) AT SPECIFIC LOCATION�.�NWICULAR CARE IS ADVISED DURING MTS1ij=i 2,o,14Q �® ( NHUS48 - + 4299! -1660!(fOd 2ply) INSTALLATION TO ENS THIS TRUSS IS ERECTED PROPERLY. MTT28 -3 86!(2 ach) (10d)I HHUS48 - + 5180! -2000!(IGd 2ply) (^ MTT28B - -4455!(2 Each) (16tl 1 HGUS48 - + 6640! -2199l110d 2ply) 9'5"2 ZST5 - -4688!(SCh)ply) I HGUS585- +18335! -3945!0000 (!6d 3plyj REFERENCE HOLMES UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6-7"3 ----}�1� 1 .5X3 12'4"8 m m 4.24 p N r 2X4 (A I) 4.3 u 10' 1 .5X3 - 2915 —6'7"3 --------3'9"4 -- 2'9" 15 —--� R=449# W=4" 15 - 128# R=602# W=3"S TA T221 SEa: 79311 PL TY .-ALPINE DESIGN CRIT-TPI QTY - i TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t X IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS MIOM OR TtESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BT TPI. SEE THIS DESIGN �1 �� TC OL. 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FDP ADDITIONAL SPECIAL PERMANENT BRACING RE ` S ,1ALPINE CONNECTORS AAE MADE OF 209A DALY. STEEL IEETINO ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - eC OL 10 •0 PSF DRWG AMB OR B EXCEPT AS NOTED. APPLY CORNECTOPS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 TTMAS AND LVA.ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M SC LL 0.0 PSF L J S CONNECTORS PER OAAMINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT,LD. 47 .0 PSF 0/A LEN. 6-7-3 CONFORM M/APPLICABLE PROVISIONS OF ADS l IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOn PROPER C D qI�F 'Ir", SEAL ON MIS DRAW IND APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUR41SH A COPY OF TMIS .' F Q � DUR.FAC. 1 .33 IN ONLY. AND!MAIL NDT BE PE11ED UPON IN ANY OTHEA WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE t^� .` W--TPt • TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WORD CONStRUCtION ,HCH I,,,,,.�`` SPACING SEE ABOVE TYPE )a c k JOb' -(4-3592) 4'Q* End Jack THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS)- SUBMITTED SY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 4.67 4,67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM -------------------------------- --------------------------- REACTION OF 119.56. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IENN UPLIFT Nxx I Nxx HANGER NMM H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -1550#(160 iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(fOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (100)1 HHUS48 - + 5180# -20000(164 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(104 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 800011 -2650#06d 2ply) CSiSO - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=120# W=1"8 124"4 m m 6 (U ..,_ 2X4 (Ai) 4'3 10' 4-8" J R=499# W=3"8 �1 R=39# W-1"8 TA T�. SED: 79314 PL?. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PPOOUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *I MPGR T AN T N*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND TC DL 7 .0 PSF DATE 12/02/94 OEVIAttON FROM THIS DESIGN OR 1NESE SPECIFiCAt[ONS. OR ANV BRACING. SEE Nt0-9f 6r Tpl. SEE THIS DESIGN .� VS „�FAILURE TO 6UILO THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20CA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF D RW G A446 OR 6 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O Q PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD"AIMING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE ER STATE OF T O T.L D. 47 .0 PSF 0/A LEN. 4-8-0 SEAL ON TN[ DRCONFORM ICASLE AWING APPLIES 10 THENCOMPONENT DEPICTED HERE DRYWALL TECHNICAL APPL.ICATIONOATE FURNISH/A(1 FOR COPY OFRTHIS Oslo*Q?; IN ONLY, ANO!HALL NOT BE RELIED UPON IM ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. [S:U:�R.FAC 1 33 tNEER`',. PACING 24 .0” TYPE e j eCk .--III " TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION '�HHHHHHH H� ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- i HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 (X-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0 .90 GasEF. . . . . . . . . . . . . . 0.00 I --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (,(,aUSoujGaao� .,te ' l=� . Signature: CQ�� 9cy Date: City/zi .c6� �k-Q 2_1 Z 2i Florida Eiiergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 92 SL 2 BUILDER: CENTEX AND ADDRESS: 1539 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) lOa-2 R=11.00, 944 .00sgft b. Adjacent: 2. Wood frame (Insulation R-value) lOb-2 R=11.00, 149.00sgft 11-Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1344.00sgft 12-Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15-Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597,96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: ��1yu 'df04-0 compliance in accordance with Section DATE: 1- 17-1:5 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: CDAJ� _dw) BUILDING OFFICIAL: DATE: F--( 7 -5 DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 92 SL 2 BUILDER: CENTEX AND ADDRESS: 1539 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric 16.Hot Water Credits: (HR-Heat Recovery, 16. EF: 0. 88 DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080. 76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: L»$ compliance in accordance with Section DATE:_ 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:_ k-i 7 -Q DATE: SUMMER CALCULATIONS ******************************************************************************* BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 80.40 65 .8 5290 .3 DBL CLR N 15.0 38.3 .94 537 .2 DBL CLR N 42.0 38.3 . 94 1504.0 DBL CLR N 11 .7 38.3 .94 419.0 DBL CLR N 11 .7 38.3 .94 419.0 E 9.00 65.8 592.2 DBL CLR E 9.0 79.7 .94 677 .8 S 28.50 65.8 1875.3 DBL CLR S 24 .0 66.2 .90 1432.6 DBL CLR S 4 .5 66.2 .90 268.6 W 21.00 65.8 1381.8 DBL CLR W 15.0 79.7 .94 1129.7 DBL CLR W 6.0 79.7 .94 451.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1, 344 .00 138.90 1.451 9, 139.62 13,265.28 ( 6,839.83 --------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ----------------------- -------------------------------------------------- WALLS---------------- Ext ------------------------------------------------------------------------------ WALLS---------------- Ext 944 .0 . 9 849.6 Ext Wood Frame 11.0 944 .0 1.70 1604.8 Adj 149.0 .7 104 .3 Adj Wood Frame 11.0 149.0 .70 104 .3 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2.40 45. 1 CEILINGS------------- UA 1344.0 .6 806.4 Under Attic 30 .0 1344 .0 .60 806.4 FLOORS--------------- Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade .0 147.0 -41.20 -6056.4 INFILTRATION--------- 1344 .0 8.0 10752.0 Practice #2 1344 .0 8.00 10752.0 TOTAL SUMMER POINTS 20,511.80 14, 182 . 15 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511.80 . 37 7,589.37 1 14, 182. 15 1.00 1. 100 .340 .860 4,561.55 WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 80 .40 -10 .6 -852 .2 DBL CLR N 15.0 7. 3 1. 10 120. 1 DBL CLR N 42.0 7. 3 1. 10 336.2 DBL CLR N 11. 7 7. 3 1. 10 93.7 DBL CLR N 11.7 7 .3 1. 10 93.7 E 9 .00 -10.6 -95.4 DBL CLR E 9 .0 -9.2 .84 -69.3 S 28.50 -10. 6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652 . 1 DBL CLR S 4 .5 -28.4 .96 -122 .3 W 21.00 -10.6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 6.0 -9.2 .84 -46.2 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 344 .00 138.90 1.451 -1,472.34 -2, 136.96 -361.59 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 2.2 2076.8 Ext Wood Frame 11 .0 944 .0 3.70 3492.8 Adj 149. 0 3.6 536.4 Adj, Wood Frame 11.0 149 .0 3.60 536.4 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1344 .0 1.2 1612 .8 Under Attic 30 .0 1344.0 1.20 1612.8 FLOORS--------------- Slb 147 .0 8.9 1308.3 Slab-on-Grade .0 147.0 18.80 2763.6 INFILTRATION--------- 1344 .0 7 .4 9945.6 Practice #2 1344.0 7 .40 9945.6 TOTAL WINTER POINTS 13 817 .44 18,382 .21 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817.44 .55 7,599.59 1 18, 382.21 1. 00 1. 100 .500 1.000 10, 110.22 ******************************************************************************* WATER HEATING ******************************************************************************* _-= BASE ___ _-= AS-BUILT --------------------------- - NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409 .00 40 .88 1.000 3803.0 1.00 11,409.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589 .4 7599 .6 11409.0 26,597 . 96 4561.5 10110.2 11409 .0 26,080.76 ***************** * EPI = 98.06 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 (X-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX--------------------+ WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- 1 0 .54 0.90 GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (,�ap�., � p; �'�L�C_ S Signature: Date: - / '7-4�� City/ZipqadQ OC' yAQ -t Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :92 SL 2 ADDRESS : 1539 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1344 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida Jacksonville ---------------------'-----7------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 20515.78 STRUCTURE SENSIBLE 9713.939 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 13893.94 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1025 . 79 DUCT GAIN 1689.39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33 TOTAL LATENT 12020.99 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4308.31 20% SENS.OVRSZE FTR: 3716.67 ACTUAL + 20% OVERSIZE: 25849.88 ISENS. + 20% OVERSIZE: 22300.00 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh G L A S 5---------- ------------------------------------------------------------ West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 9.00 261 .00 414.00 South Double Clr Drapes/Blinds 1 24 .00 696 .00 600.00 North Double Clr Drapes/Blinds 1 15.00 435.00 240.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672.00 North Double Clr Drapes/Blinds 1 11. 70 339.30 187 .20 North Double Clr Drapes/Blinds 1 11.70 339 .30 187 .20 South Double Clr Drapes/Blinds 1 4 .50 130 .50 112.50 Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66 Infiltration : Summer Htm ( 7 .74 ) x 138.90 1075.09 --------- --------- --------- Window Frame : Metal SUBTOTALS: 138.90 8111. 76 4453.99 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 944 .00 3398.40 2360.00 Wood Stud - Adj . 11 149.00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1093.00 3934 .80 2613.30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371 .70 109.20 Solid Core/Wood - Adj . 0 18.80 417 . 36 78.96 Infiltration :Winter Htm( 29.4 ) x 39.80 1170. 12 Infiltration :Summer Htm( 7 .74 ) x 39.80 308.05 --------- --------- --------- SUBTOTALS: 39.80 1959. 18 496.21 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1344 .00 1747.20 2150.40 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 147 .00 Lin.Ft. 4762 .80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515.78 16893.94 ------------------------------------------------------------------------------- VIKH CIA.PRINTING C>~ 'Botiee of Commencement (PREPAR[ IN CUPLICAT[) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. n �/ Description of property _ f _!s ___S� _"__ 1��1_�_e_ ___________________ _--�1--ksL e-= r---------------------------------------------------------------- According to plat thereof recorded in plat book 4_� pages �s -----------------------------------------------------•----------------------------------------=------------ of the current public records of Duval County Florida General description of improvements ---------------------------------------------------------------------- Construction of Single Family Residence with Garage on concrete slab -----------------------------------------------------------------------------------------------------------. Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement _______________________________------_--__-__-_-__----_---_----. Fee Simple Title holder (if other than owner) _____________________________________________________________. Name ---------------------------------------------------....------------------------------------------------ Address -------------------------------------------------------------------------------------------------- Contractor some as owner Address -------------------------------------------------------------------- Surety (if any) -------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _Metropolitan_Title_&_Guara, t-Ly__�Q............................................... 6620 Southpoint Dr Suite 400 Jacksonville , Florida 32216 Address ------------------------------------------------------------------------------------------------- in addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2] [b], Florida Statutes. (Fill in at Owner's option), Name ----------------------------------------------------------------------------------------------------- Address -------------- -------------------------------Address ------------------------------------------------------- ------- -__ r�---------------------