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Permit 83 Nicole Lane (vault) 1 y ADDRESS � BUILDING PERMIT NUMBER INSPECTIONS: FOOTING_ UNDER SLAB PLUMBING SLAB FRAMING- COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 111 -7 INSPECTIONS ROUGH_ Z- FINAL MECHANICAL PERMIT # �l S 3 PLUMBING PERMIT # NOTES: 1 4831 DEPARTAIILNT OF BUILDING CITY OF ATLANTIC BEACH PBtM . R- fit` ATI0N INFORMATION P ddict rfi it Nul:nl ar . . " . .>, As o: !. ICI LR LAND P r iti Ty : I3T1L.2 " AtjL*'NTTC BEACH, FLORIDA 3 233 O. as of Wcaairk: NEW ---------- LEGAL DESCRIPTIO onstr. T* ►: WOOD FRAME Lot sBlock: Spcticen : roposed Uses BINDLE, FAMILY Township: RNE3:` 0 "+�llisng : 0 Cod : n Subdli.vision: TIFFANY BY THE S(I A ti ted ' aur :r 00.{]O fkl"a' Isapz a . rstat: #C :`t�C? TDA *343., 89 A au 43,, 89 10 ,53 A'P .TCATIQ FEES dre r LAND s Ilt I>!3PA TAl BQ+ �FL ! ` s , ' � '" F P Ilii N + w H ON GAS-H. R.S. .O NF"ON 3TIPI'm" -�"--µ �"AD�, I AB � ��c. �0+0.SEP `x'... WA TRFt-TAF ., "` r HYDRAULIC, SHARE .00 Type: a R -IH PI.CT FEE 4 00 OTHER NQTICE ALL COIMCRSTE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POUR0 , PERMIT VOID SIX I�ONTHS AFTER DATE'OF ISSUE ILDING MATE#�AL,RUBBISH AND'DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLfiC"SPACE,AND MUST BE C¢EARED UP ANi3i HAULED AWAY SY EITHER CONTRACTOR OR OWNER. E /� LUR, ,1T0 C0I1%P 1 ' IIi1T l THE M EC h�A'1 ICS' LIE ! ; t; L' I , PI�+I�nRTY III PAYING,TWICE F "' R BUI�a�IN�:1M, �: �� r mTV (Af ED ACCOR# h.1G TO AI PR S1tEI P ANS WHICH ARE PART Of TH15 PEAMIT ANIS su .Ia* E�TO AT LATtON t7 FrAi ' IC#+BLE I Rt iVON$OF LAW:} #» AT NTIC SERti'I UtLOIfii�DEixARTMENT a �' , I '1&'IRRIGATION METER PBD, INC. 85 NICOLE LANE 249-3000 83 NICOLE LAN, JOB COST RECORD `' DESCRIPTION QTY:>. MATERIALS -"LABOR TOTAL 1 1/2" METER 1 $250.00 1 1/2" METER ENDS 2 $20.80 1 1/2" RUBBER WAHSERS 2 $0.30 (fiber) SUB TOTAL $271.10 10% O.H. $27.11 TOTAL $298.21 2 MEN ($27.45/HR) FOR 1 HR $27.45 8 23 TOTAL $35.68 MATERIALS LABOR TOTAL TOTAL $294.211 $351.68 $333.891 "7MISC'108'EXPENSES''P 4' MOUNT EITHER ION EXPENSES $10.00 TOTAL COST $343.89 10 O IOIAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS OVERHEAD COST %OF SELLING PRICE TOTAL Is10 04 NET PROFIT $343.89 APPROVED JAN 2 . 1gG2 CITY OF ATIANTIf 96AC14 V PUBLIC WUf,n• uc.f'A,OMENT Vu PIZICE Quo APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME___,10013 Z-) ---J-------------------------- ' r MAILING ADDRESS_&.f)_Z) ------------------ PHONE NUMBER___ __ ------ DATE__ SERVICE REQUESTED ✓' �C"LZ�_� _ s -- LSC ��;''�'�� SERVICE LOCATION_Z2__ _ — -- =--C --"----------------- _ c __�9n ------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKS_ TO BUILD. DPT. ___f �►/� _____ DATE OWNER NOTIFIED 1 i` t' c' 1992 �yr Pv w ;-y Zm APPROVED RECEIVED JAN x '. 1992 JAN U 9 199 CITY OF ATLANTIC BEACH ;PUO41C WORKS PUBLIC WORKS DEPARTMENT w PIZICE Quo APPLICATION FOR WATER AHD/OR SEWER TAP APPLICANT NAME /b ----- --- -- MAI4-ING PHONE NUMBE _ 7_ �0 DATE 9 SERVICE REQUESTED_ - -- -- ------ SERVICE LOCATION_ _ ------------------------------------------------ DATE SENT TOQ DATE RETURNED PUBLIC WORKS_1_%__ ____ TO BUILD. DPT. ________________ DATE OWNER NOTIFIED--------------------- . JAN - 91992 Cuiiding and Zoning RECEIVED JAN 0 9 1992 0 ELIC WORKS_ E (ferttftratr of MwAvanru Tito of Atlantic Ncac4 -- Nloribtt OEpurtment of +Nutlbtng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the following. Use Classification Bingle Family Residence Bldg.Permit No. 10739 Groupw.frame Type Construction s•f• Fire District Atlantic Beach T oT mas-I3. Standen an-T-Susan g3 Nicole Lane Owner of Building _� Address B ' ing Address L 83 ane Locality Atlantic Beach, FL 32233 By: DON C. FORD .di � Building Official Date: POST IN A CONSPICUOUS PLACE r4 CITY OF 714a La !3wxAtEN Office of Buildin ®7 3Q d3 REQUEST FOR IN !d j 7f3 r` Date l " xoTime jl A.M. L 3 Received CC// M. 1061 Job Addresses � .�Lor�alit Owner's /) Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHAN ming C Footing ❑ Rough Wiring D oug C7 & Re Roofing E Slab Temp Pole ❑ Top Out C Heating Insulation Lintel Final L Sewer Q Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Friday Thurs. �PM- A.M. Inspection MadeP.M - -- Inspector ina Inspection Certificate of ccupancy ❑ ` Date a nn CITY OF 4&4a& Be44CA nn-rt4w Office of Building Official (/ REQUEST FOR INSPECTION Date A/��'✓ Permit No. ✓//0 7 TimeQ A.M. Received D -P.M. 2, Job Addre s Locality Owner-s , � U 1/ Erie Contractor BUILDING CONCRETE LE MBING MECFfANMAT"� amus Footing ❑ Rough Wiring ❑ Rough 11Re Roofing E. Slab ❑ Temp Pole ❑ Top Out El Heating Insulation ❑ Lintel L.1 Final El Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Inspection Made cl, P.M. _ �Inspector final Inspecti0Certificateof ec ) Date a DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------------- �- -�3 - -A -------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. L BUILDIN SINCERELY, DIVISION cc:FILE 1 IF All OWN, NEW �OR�� IN p'LAT ao0K 46. LOT 23, •>q>�>~ :'us e T THE c., FtpS OE 0UV'6. - GOUIT`r, >rLORIDA• at4A OF THE GUR1 K "per, '�u c.� �r�r/n�A� MA 131996 MRs, 5 ral�o ^'- /-. aAAZ71197-y-, Pte,., G RTl1=1 TOS MR. /�/s�/,¢or��E Gv., BA�Qor� r/r�E p� f3,4Af] N row Buildin %d Zon ng ' � n L, 0 T 10' x 11.5' 1 0+1 + 1 _ pdaNC� "ix" �rG".�✓i 1/2" IROt t PIn d' c l�I2�a [� y IRON i�tP L 613 4 LB�5f�t3 n gtweItxoi' Y11DE OF d 3.5' x4F rAp .6 5TUGG0L r �� S, r •, ` v" (�! .ty�1,.�-� A fti it � j�]r••1 T5. o LOT 74 kA a m +C = _— ~4• # I II2C)t4 PIS -72 0 25 O o•>s /J9.�' • " RADII* a , 14'T'J5' P•G: FOUND 112" ARG1,.Et•0114 3'q, IRON PIM Para OF ssr IreT. F-P.. a 1 3b�2 C.l1RVATURI` IRON -12PIPE � 5 ;y l 0 2"T 10511 I,�t — 10-0111 0.01f1 L8�3672 � iF`� 5 544046':20" 4.001 NIC#0LE LANE G.a.= 5 85°31,14211 W l 40 FOOT RICA+T-OF-HAY, "PRlVA r= sTF'EET' ) f ARCM "B" - UTILITY EASEMENT /� i D-w 26.121 RADWs . 160,00, A"- L040'1 W-- 26.14` MrA - 0WAIIS' tec�ris�tvr FAv.4t yc.atvey.w-o. 02.90-�� -�d-9c+ eav 1411-� CZ.0 GFIORV 5EARINC, R .¢rI>riEv.,:aGrps t /'195 .�auNvarra.v G.D.-'U•IOFI>CPISTAWF= rid /O• •0'3. /�9.yZ.,�►• PZ- POW OF aWAW;t C f21cY/SEO.•.�U6.uSrTX0./945 fpQW HCk/S@ FNYdtbPE W.G. 06?,f:5.2/ P-T! F01NT OF TANG WY SOUTHTECH SURVEYORS, INC* 6400 PHILLIPS 1416N4"Y SUITE I .�WrcX+50FiVILt E,M.ORII2A 32211, FAX NO.(404) 216 --6276 P"O E NO. 0104) 2qb - 6225 1 HEREW GM;ZTI YTMT THlra BOUNDARY SURVEY, PERFORME17 UNDER W RESPONSIBLE DIPVCT1ON, MEETS THE MINIr•AN TECHNICAL STANDARDS FC)k LAND 5URVEYOR9 IN *4CORVA14CE "rH C44APT R 6161"7-6, FL, ADMINI5TRATIVE CQVt(PURSUANT TO SeGTIOH 412.077,FLORIDA STA7UTE5), A,V RlRT 4EP GEMIFY THAT THERE ARE NP V15imr= ENGROAGHME" UPON THE 5UI3-eCT FPOF 1-7' ID(66'T AS SHONN ON THIS SURVEY. A WRVE W EUNW6&Y 20, 19q5. Li C411P� R BAST-P- RE6. LAND W• OR". NO.45111 ftEG'H RN-Y i i INO: 1. B. NO.5613 5E.AKIN6 VATUM BASM ON PLAT SOOK•'46, A,110.tKA FLOOD ZONE(5) "X" AS BEST AwmTA1N1=v r-Rom'TI 'FLOOD JW54 NGE RATE MAP, GOMMUNiTY PANEL RAISM (20Q 15 - OOOID y.G �`I1=f7 4-17-1,4 PM-D BOOK NO.L• DG PAEE(S), - LE6AI_, WA OTz17ER No. 02-95-71 GOrTPVTFR FILET PQ4 AC.AD PILE, 029571 50./41-Ec I"= O' E°fl too. _____._r ---S� kF PSR #x 1152 4 Y' DI EPAIMMQF S bw CITY OF ATLANTIC 66b 4v t.r M+.4 �yMy ',:..■y. yry a...s 1�+.t rr w w.r.M✓r,Mr W!+1+► {/yj.{ ON' F *y.��*, N --—w——-r . i t15 1� d . : 1LANE + T + . 3UIL }II!iC3 1 C BEACH, FLORIDAFLOR 32233 C as of W4Irki RZKdbRL DESCRIPTION ensu. T�jpe: WOOD FRALot . 24 Blia�skt E�asctiran; topo sed 00,e MOLE P AMILY T3Wnshi 1 0040" T�HE EAKLY � � t mate01 uo: $2000 00 {1 Total lleox: A , 6L OVXRAANG ROOF AT PRO I+IT E T�� .. TON ., AppLttAT10#, rest ''ERN "` S25-00 A ffi L TR WATZRJKPACT FEE R 33 - B PER 0..00 Q ��yyF71��ww RAH ,,*0 5% $0.00 Name + I R CAk� 'F�4L I R®�1R. $0 .00 ` dres s 00180 CCIt IIrR TION $0.00 wo 1:1 s Cf1I`#'�T:I vRC1tRGz 00 NO . r r NOTICE�--ALL CCyI+iCPR;zTIE I O SAND FOOTINGS MUST 139INS#� �1� I�#RE tPcwRING PERMIT VOID SIX MONTHS AFTER &F-C3F ISSUE INC MATERIA.,RU#38{SW ANE)C)EE3RtS"FROM THlS WORK AAUST`NOT�E I't.ACER IN F'UE3UC SPACE,ANEa MUST E3E Ea RE©UP ANE},I�AULF U A'S�A/ E3Y I�"I Iii C4[ TRACTOR QR flW IsR ILURE 'T + 'l TH THE !CA S� LIE# LAW. Cu . R U1,T !N T PRC ��' `1 ilC TUI' E FSR THE BUILD# 1 . RVMEITS" EE)ACCORb11+IG Tfl AP,PRE VEE PLANS WHICH ARE PART OF THIS PI:�tMCG AND SUI3,11=CT'TO REVCICA TSN a# ABLE p rM"S OP LAv1r. te 01 01 A TIC B H B(Jey Are LflINCa F� MENT, ` }'- CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : ' dO" yW �L� Address :—, 73 L J� CCAC "A--s- . Phone: 2,4 Lot # 2'�L' Block or Unit # Subdivision: �, A-, Contractor: State License # Address : t S l ccj\P---- L�s1._ Phone No: 24 6 Describe work to be done: G Present use of building: -�--� Valuation of Proposed Construction: (A. vim._ Proposed use: Is this an addition? If yes , what are the dimensions of the added space: ft . X ft. Will the added area be heated and cooled?�_ New electrical (or increase)? o New plumbing fixtures? New fireplace?� New Heat/AC? ) SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTIC OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS TOR. Signature OWNER: Date: Signature CONTRAC R. Dater License Supplied: 2 61996 � r Liability Insurance: Worker's compensation Insurance: Building and Zoning FROM PHOHE lE HO. Fol r 2 8 1996 BuildinWcd�onip .... A40 VTVL � j�•Lf FFOIl PH iHC 110. F0 . a r 2 81996 Building and Zoning LIP are-•.. rr- ' ( f *fit 'r)�M t-lt�.. .�f id L �• pow � -� l Ft �i lE t nTy 190 and Zoning It �i '� 1 CITY OF 800 SE.MNOLE ROAD ATLANTIC BEACH,FLORIDA 32233-544; TELEPHONE(900)247--9800 FAX(904)247--W5 NOTICE TO: Water Department FROM: Building Department DATE: & ` -)/ -V G 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 Sincerely, Building Department IZ /A��ll� � s nCITY OF 4&6a&a /i A-� Office ot Building Official REQUEST FOR INSPECTION l Date Permit No. __. Time A.M. Received RM. OoK Job Address ocality Owner's Name "✓ r� Contractor c BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing Rough Wiring ❑ 7; Air Cond. & Re Roofing Slab Temp Pole Heating Insulation Lintel _. Final Sewer Fire Place re Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. ,-Friday *PQM. 7—7�V/A) Inspection Made _ c _ __P.M. Inspector _ �2!_,_ _ Final Inspectio ��,Qf�� Certificate of ccupancy ' Date CITY OF nn//�_ •�- ri&�fC Be4r.4-"glia+ Office of Building Official REQUEST FOR INSPECTION Date �� Permit No. �� Z Time A•M• Received R Job Address oc ity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICA Framing 11 Footing ❑ Rough Wiring ❑ Rough ❑ At £;F Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating - Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fir lace ❑ Ff.Fb READ INSPECTION Mon. Tues. Wed. Thurs. f /�yFriidaay P.M. r• A.M. �! G(! Inspection Made --PM ��—�^ Inspector inal Inspection C: Certificate of Occupancy ❑ Date CITY OF yx�-14 Beac,4-99&"- Office of Building Official REQUEST FOR INSPECTION 162113943 Date ! / �4 Permit No. Time -7 O /� AJ4. Received �J P.M. U C Job Address Locality Owner's Name ----+ Contractors-✓ BUILDING CONCRETE CTRICA HANICAL ng Footing 1 rnrig Rough ❑ 1 Re Slab Temp Pole ❑ Top Out Heating ulatioii I Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION "'N" A.M. Mon. Tues. Wed. Thurs. Friday_ �j A.M. Inspection Made r PM. inspector Final Inspection ❑ Certificate of Occupancy❑ C<20 VIE )O�—!�� Date r NOTICE OF slommmm JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from,8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. A t TRANSMITTAL DOCUMENT FOR JFA DATE: / / 9 57.4b The following permits have passed "rough" inspection: Permit No. Address 0/ 79 / / 7 V^0 1 / zl2-7 3 l� 302, 5- , SRa:Asea&xmexxxxzxgixWa*mopdxmxcafxxbksxVeaumd*w. Please update your records accordingly. Thank you, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb nn�j//__� //CITY OF ` ,� 4&44%4C Be4cJs-494m- & Office of Building Official (/ REQUEST FOR INSPECTION Date r y��✓ Permit No. /o 7 Time �1 A.M. Received P.M. Job Addre s Locality Owner's, :� m Contractor " __. f BUILDING CONCRETE ELE MBING MEfi7� j Footing ❑ Rough Wiring ❑ Rough ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. ( ✓ Inspection Made P.M. Inspector inal Inspectio `j� Certificate of Occupand � Date yC�ITY OF / �,} fY ��aiZ�iC l3 -IdCJTd* 4 Office of Building Official REQUEST FOR INSPECTION i'G� / a 39 Date Permit No. �. Time A.M. Received �G� 0-2- P.M. �r-- Job Address Locality Owner's Name Contractor , BUILDING CONCRE.T. ELECTRICAL PLUMBING MECHANICAL Framing _, Footin �� Rough Wiring Rough ❑ Air Cond. & ❑ Re Roofing C a ❑ Temp Pole C' Top Out ❑ Heating Insulation ❑ - Final f_1 Sewer ❑ Fire Place F-1 Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. FridayP.M. f iXg— inspection Made tnepertcr �_� Final Inspection f-1 A Certificate of Occupancy C j Us Date — — ` CITY OF 07& • A Office of Building Officia REQUEST FOR INSPEC N 1 i7 -"�J" Date Permit No. Time —J--f%� A.M. Received � P•fv1. Job Address --- — tY Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Rough L Air Cond. & ❑ Re Roofing ❑ Ri2h Temp Pole Top Out U Heating Insulation ❑ Lintel Final _ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION CD' Mon. Tues. Wed. Thurs. Friday PM. A.M. Inspection Made PM. Inspection e' Certificate of Occupancy E Date _�_ 11352 Y - ; DEPARTMENT OF 131JR N f; CITY OF ATLANTIC BEACH ,. p tr lop'ORMAT I ON :.�. .. .: LOCAT I CSN INFORMATION - rmit 'l er> 113`52 Address.' 83 'NICOLE LANL Permit Ty$>e: MECHANICAL ATLANTIC BEACH. FLORIDA 223 o ork: NEW � � .._�� _��.� �� 4�A� DESCRIPTION 'ors t r. Tp WOOD F,RAkz Lot,: -' ot _ u�'ffiC Section: E r;op'os d:;1 se. SINGLE f�SILY ;Tov�hjiP� RNCt 4 + ax 1 Code: "0 ; Subdivision: TIFFANY" BY THE "SZA ImprgV., CES'st ?� F 1/22/98 r D $ WATERHEATER AND 250: LP SER AS /TANK/FIREPLACE< APPLICATION FEES rN �Ecli OF PSI ' $45,00" LCL WATER. IMPACT FEE $0 .00 1`LORIDA 2 33 S IMPAC FEL $;0 .44 P T - p rAiL , E . A R " R.S. -__ T' INP: C>N -- RAI?CI CAS#" 546 0.04 i mp". 'I S C:E3M C -1,TAL IMPRpVz. $0 .44 r1re fs 3R S' REE' " *AP C3S CC ECT I4N $0 .00 c ns C} 3 TYP+ 6 SSC 44 IMPACT' FEB $0#00 C:C31ST . 3t1ICHARCL .44' SCHAROA/ATL .BCH $€}. 4 a S: Nig#" 10E -ALL CONCRETE FORMS AND FOOTINGS.MUST'BE lfii�PlBEFE>RE POURING PtRMIT'V OID;S1X MONTHS AFTER DATE OF ISSUE BU DiNCi MATERIA:, RUBBISH ANE?DEBRIS FROM THIS WORK MUST'k0T BE PLACED IN PUBLIC SPACE,AND MUST BE Cl ,} RED UP AND,''AULED AWAY BY EITHER CONTRACTOR OR OWNI=R CO PD IT THE ;�E i � .. i , S"#�T ICE C3R 'H t IMPROVEMENT #� K ADCC E I I, TO APPROVED PLANS WHICH,ARE PART OF THIS PERMIT AI�C1 SUSJECT TO REVOCATION'FOR r A 'CAOLI!POOV OF L AIIV; r dAil 41 A C.aEPIEIT tG1IS' t�itkl4+D�'iQ44 IPf" BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLMMC BEACH ATLANTIC aaACN, MOIUDA Stas APPLICATION FOR MECHANICAL PERMIT CALWN NUMBER IWORTANT—Applicant to complete all items in sections 1, 11, 111, and IV. ItrOCATION str«l Adl: N LOLE L,draa OF laftmeli" sbeeh: bhraes 56-Y t i JOLCAad OGEE—/ L JA-i- 4f— WILD" T I F FA--,Ur3 'T"� Se C ' IL IDENTIFICATION--To be completed by all applicants, In c946deretias of paean 9600 tar doing the wart as dauribd in the abw $44ment we horaby agree to parforst SOW work in accordance w;M the ehedrd plea and *ecifiestiess which are a part hereel and Is aaanleses with Ike City of Jacksonville erdinasoel and Standards of good preetice Koed NarNn. Nw i wabeai,ai n Caebeaeeor Iptw) l� (L 1 r F S Meowa� h�rttr Owner � Zn/ G sivotwe so 111. ODOM MMORI�tAt10N A• TVp d beau.,fads IN. is OTNSII awSTRue'rio" stone/ONt O butte THIS su1LON1/04 SITE 1 O 60-0 ti O Matwwl O ew"uft If lout slVt Nwou OF cONsTMICTteN O Oi PSWIT -10 7 /-j IV. WOKAINI AL SptfrssW 10 N INWAMAI NATUM o1 tt OM IN,:%WHOWO Not ai a mpw.M as Owl of Ah%ml P'hop entlal or O Commucial O ,last O :paw O B«rwc/ O CWAIW O flaw R-J"&A** O Air Coad being: O Bww O Ca WW O Imams madmg spelt.: - Oa exlstlns System "ado wl aapaal,r a fw. WwwaNan INo symmm PWAW ly Insta" O ti bip r.Nt. O I><Is 4"w add*"to oxlagns system O Caasap tote: Capeor O 0"w—spowly Q Nn 9"Nu : Meosaw of 11"A O ,twofer O MarAM O IwsA d Tm Maekelt on"va way O sa„11.,..�.. t.a,bawl IIIt«nar� L14 I ' U 16 saint Pamill A pneb.. Uf'T ALL 2QUU0HWff Aa CONWflON MC AND R iRAIfON zQunaw wr.ttw vau 0saw�ty� lBatltl tft wNtr 1 a I 4-5 w41Mrr,. kegfee 6 51 7— &7� L C.r> i') ✓ 6 t4 6 r� TANU am KWMORIN:. ww -,2- Ft-s in Psi 11094 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH �-_ ' ' kkINF't}1 1 A`'IOl'r1 -- LOCATION INPORNATION ._- raft Pum6er: 11054 ' Address. BI NICOLE LANE Perthi T pe< MECHANICAL ATLANTIC BEACH . ---------- ) FLORIDAF ��3 LgXLDESCRIPTIONoWork: E . . . an1r, Xpe*. WOOD FRAME 'Section: Lot,, Block: tte: S'IITOLE FAliLY TcznhzP: RIC3 I code: C3 Subdivis o Y TI `FANY BY THE SLA timated laiue: Impxty ;fCost Teal gees.: > 33 f Amount {' id a QCs V. 'rk °i7I&NtRAt HEAT AND AIR .IN N64, RzSIDZNCE Alr'PLITION FEES Nate ' � P I T E 'WATER IMPACT FEE $0 .00 t 5 EACH. ;t ORIDA 31, 3 $ IMPACT. FEE to 60 P J-� 3 �Z RA S. ._ T I FOX$AT ON -- RA> ON "CAB st tox 00 Famen ;C AT SYSTEMS CAI?IT'AL IMPROVE, o .00' ' dress:, 4 ,15 LT A'VrigU �� •� o�� . .. COBS CO1NECT I ON $0 .00 c ap Type: 3 SES' N IMPACT FEE 90 .00 X CONST STiRC'HARGE '00 SCHARGE/ATL.BCI SO. 0 i NO S: ryryy NOTICE 4-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN��fl BEFQRE POURING PERMIT VOIDSIX MONTHS AFTER DATE OF ISSUE B GING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C RED UP ANii' AULED AWAY'BY EITHER CONTRACTOR OR OWNER 4 TO COMPLY WITH THE MECHANIC'S LIEN .rAW ,N RESULT #N 5 PR Pri N it PA HGTWICE FORT` E S QL IMPRf VEIVtENTS" I USD ACCORD# G TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR „Y '1C?N OF! APPLICABLE PROVISIC>IVS.OF LAW. >�t 9 01 lilts`Ot117 BEACH BUILDING DEPARTMENT ; +123 Z y BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLAW10 0"CH, ft5+9MtdA 8t4k>A1A APPLICATION FOR MECHANICAL PERMIT CALL44 NUMSEIR IMPORT-ANT --- Applicant to complete all items in factions 1, 111 111, and IV. •ww=+:v:+swavwY.c+'W.a.�� anwnMyy s..'r 'Y'a,uaa.w �..rs.s. .�.µ'MViY.Wi,H.v.wra,w»„rw.,nrw.ae.a..-a. LQCATIQqN #root Addrlat; _m 1� --L1—�...�., 1 __ __ _... •-,.r.�,..u_,ti ._...._. ., ,tataetdni Shoott�htwa•� 1�J � ��.. ,,.,_ ».!anal � � WILDING T� OF 11w IDENTIFICATION -- To be completed by all applicants In conk;dsWion of p•trnA pivin for doing the wort as dwrib•d in th• abovo sr94lm•ns w• h•r•by 49,49 to pvfom mid wart to ertG,(f.cncs rrtfl #h• •►taelyd plpns ♦rod spo6ficatioAs which or! ! fur# hveof •rod in accordant! -,;th the C;ty cif Jociionvilf! a,dinvhc•s #no atsndefds of good pr•csia• tissad thorl;n HMsw of Macbiniso!_ _ _�__ ' ,. ,. ..., aetr•als/ �1JA t �� ..1.._r5... w_� t,""*04tw )print) ` r � t ,j� r� 1:' Adb►ty# /J6", .Itl.......lr.w...�n �'..:>}-�A��F�-.:..___._.,_.,. ti's. 1...��. .,,.5,�..a....,.......,.,. _... -. ( .: .-, • NAM 44 own•t iirolrrr of 0WA:t iignatsttt Of +r /1rMsovttod Allnt AachitFF or dfapinmtr f Ill. 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D s � LAS ooa+a��__.—.�,.�1��9►�+►) D urofrri rataaa O roam ('� prkor s. $prrc.ib� -. ,.�...,,.,...�.�.�.,,.,.�.a.....,.,,,-:.�,a. � �►rt �,a,....,�.....�.5..,�.,...�..,. LIIlx Au xQuipm'ENT Apt COtiD[TlON114G AND P"RIGERAT ON EQUWME T 2fv�eMr Vslt� >7+Ie0xtRtka� ��t►x�alr� � ) �(� gwy,wn.,pp►y A�IYI _ �_••_�•'rt•-��. a..vr..,.r....,_.�..1...:.T',.��.�.V••..#..,..�.�..I�..,G �.�1...:�,..s,.. 3,.+,mu.a� ..M-.vM«w.s...�._...... s WVACWVW - MK,ryaeE.f4eaew!nF'P.®4 Y.AI!- 'rfi+iRSYk:tY'nl:T.: _ f•,pPGi7N"j4 MAnNG • FUMACKS. 501 ERS, FIREk'S..AM -- __w_ ...s......n,.+av�..•ts-craw....,..s:ew*,a..,.,l�r�.�.,w,,.,,a,,,..�...�.«,...,..,.rw...t.._..-,...,........,.,...-�..,.a..,rm+.-..r r,«r-,..,,,.Ha...:......,a..w,�vw�.eww.......wn.asw,.m.. TANKS Ak IiIY�I SWT �1� �!_+a_N ��I`� �7fJ�• .wSrA # CITY OF 4&aKi4c jg - Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time �` A.M. Received _ Job Addrr ocality Owner's Name Contrac�:)o / BUILDING CONCRETE ELECTRICAL PLUMBtNC MECHANICAL Framing f Footing C7 Rough Wiring Air Cond. & Re Roofing Slab FJTemp Pole r] Top Out U Heating Insulation E, Lintel L Final [IISewer G Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Th 6/� urs. � Friday 6 Inspection Made m _awl C— Spector -- _awl .'-r al inspection ,:! Certificate of Occupancy ❑ i Date CITY OF i j9 eacA-99&uck Office of Building Official 4 �fREQUEST FOR INSPECTION Date_ r D-1 __9 ) Permit N Ay Time r A. Received '•M. jv- Job Address Locality C Owner's l Name � Contractor --�r� BUILDING CO CRETEµ ELECTRICAL PLUMBING MECHANICAL Framing ❑ �❑/ Rough Wiring Fj Rough D, Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole (, Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ i READY FOR INSPECTION Pre Fab _ I Mon. Tues. Wed. Thurs. Friday Inspection Made inspector, _ _ _ Final Inspection C' Certificate of Occupancy Date 10798 k . DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH _ "v, I! I NFt RMAT I '; -------- LOCATION I NpOAMAT I AN --------- it' ` Address' . NICOLE LSE I mat T r e. PLUMS No, A'�lGl�l��'IG IlBACHr �LCR2DA 322 so ' a We k: NEW __----- -- LEQAL DESCRIPTION Pe, WOOD PRUE Lot : Slo, Section. d t s ed Ute. 'SINGL8 PAMILY 'Towns1 P. RNG; 01 'Ina; �yr :($ j s!" ,:Code:,' ' :0, /� Subdivis ow ,TIS' `ANY BY THE SEA 'ees: C3u2t $ r D 9/19/95 N k LU MB I NG TN NEW HOME N E88 . 5t� . 6, FHRxI"T: LAZE HATER, IMPACT FEE $0 .00 PL�3RIDA "3 SRS IMP' ACT FES A t .4Ct 7' A t _« y„�.�.y T I1(1�M(POR�yyAT ON -�__.�w _ RAI�C� DQE..' 0;74 4& E�Y}�ytb0 CROS {� L ense. ype:` Q SRS H, FRS $0 .00 t CONST,SUR CH' Rar 00 CH.AAGE/A''L.BCH. 5a . p '" Apyrsda,ndmza,; md>.uew::wwx .3" Y} . ly �f NOTICE,---14 ALL CONCRETE F©F IVIS AND FOOTINGS MUST BE INSOECTED�Ot�E�.POURlNG PERMIT VQID SIX MONTHS AFTER DATE OF'ISSUE :OU ING MATERIAL,RUBBISH AND DESRIS FROM THIS WORK MUST NGT BE PLACSI7 IN PUBLIC SPACE,AND MUST SE " CLRE[3 UP AND MAULED AWAY BYEITHER CONTRACTOR DR C)VVNER . + t3MI .Y 1 `ITH THE MECHANIC'S LIEN"LAW, Mope �1 IEI I �'IN TWICE VOR THE 0t I !�3 EM ;NTS s ACG DINO TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT":A 51rIBJECT TO REVOCAT T$ OF APPLICABLE PROVrSION,OF LAW. x $z` BEACH BUI(DI � #! N D>*PART 77-7 i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: _ VZP] ( (l Ar) BUILDING CONTRACTOR: --,PC lei C)jL� PLUMBING CONTRACTOR4'�)urrtc) AND ADDRESS: ) TELEPHONE NUMBER: q-'O CFC -' O - 77 9, Q Og 0 h '� STATE LICENSE NO: C F \+ - 01919 4 TYPE OF BUILDING: TYPE OF WORK: j HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINAL3 DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTR TOTAL FIXTURE COUNT: .2) x $3.50 + $15.00 = $ LcfD i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH, FLORIDA � a Approved by APPLICATION FOR ELECTRICAL PERMIT I TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 0� — 13 19� 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 ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: M TER ELECT N SIpGNATU NAME 1 U �!`�-� ADDRESS: 0-2 I`1 C C 2 �' �1 RFD BOX BLDG.SIZE C) BETWEEN: '/ RES.(.1 APT.( 1 COMM.1 1 PUBLIC 1 1 INDUS.( 1 NEW(qOLD( 1 REW.( ADDITION ( ) TRAILER ( )) TEMP.( 1 SIGNS ( ) SQ.FT. SERVICE: NEW(l INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE '-1/0 AMPS 62 0'9 COPPER I ALUM. SWITCH OR QUO AMPS PH 3 W a? ")VOLT l/^c. /-RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.00 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES i BELL TRANSF. AIR H.P.RATING H.P.RATING ,rr CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0"1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED s TOTAL FEES i €FH"i'MN SLE 1 . Tx 1073 r`t#It II CITY O 00 i �O ma � . TION w 10739 Address: V� rat constr. VA: WOOC. rpjwz. Lot Bceti Prei ►aa ad;.rLtae*. STI�iC��l ,#,.*mI 'Y �`� hi' ,. INC: " ire 1 ix� r, 1 Subdiv x S lle stimatad 'V, 9639-4 0 > tpu t.,": k t b.00 Ta + 260 . 4 Amo ig Lti ` „ F9 Ts Le LANE �� r �� »� �0 �� : IrlbTP . . � a - X10 � F 0 ON ..�.,.. �._ iDON AS , i t Cjuq L L� II�� :SAF $0 Vit) ` °" j TLC 1nA 32 33 `CROS CONS ecTIO �. 3 x` "BB. tie 4 Type: O SIM141: :1mFAcT gzl � Q1r1 k Yn a NOTICE' :.ALL G�CRTGT>c FORMS AND FOOTINGS MUST BE INSREC'tErb BEi�©TSE pQURiNG , PERMIT VOID SIX MONTHS AFTER RATE OF.15�[ll� A ILTJING MATERIAL; 10 BISH AND QEt3RIS FROM THIS WORK MUST NOT T3E P l# PUBLIC SPACE;AND MUST ` EAREI3 UP ANf HAULED AWAY TAY EITHER CONTRACTOR OR C3W1�Ii=R, r AW i. SUETS ALCOR INC TD APPROUEEI PLANS WHICH ARE PART OF'THIS PERMIT`AT�iD SUBJECT TO REVOCATION fOR IOL4TION f31=A, PLICAT9LE PF#CVVISIONS OF LAW. NTIC B O PART SIT � " 77 CITE` OF Office of Building Offici I / REQUEST FOR INSPECTION Date-_ � _ ----------_---- Permit No. __ t✓LIa��, �-`-- Tinre A.M Recel,,e� M. Job Adgre- A/cality Owner's /!/✓� Name _ Contractor BUILDING C NCPET� ELECTRICAL PWMBING MECHANICAL Frarniny Footing Rough Wiring Rough ❑ Air Cond. & Re R-,,-,f-ng Slab Temp Pole Top Out ❑ Heating Insulation Lintel Final Sewer ❑ Fire Place Pre Fab BEADY FOR-INSPECTION Mon. �i Wed. /� Thurs. Friday � A.M. Inspect n ctor f ' t� Final Inspection I j Certificate of Occupancy I - Date --- ----- --—- - f: 1 10711. PEPARFIIIENT,OF SUILDING CITY OF ATLANTIC BEACH t l`10?0 � -----;-- ,�...:_ _� LOCATION " XON ;- _--_-- " J a tdress t`,, ". OLZ LAVA '+ '' _ �. 3N iA ' C � C)Pti, AT AXT110 SUCH PLO IDA .3223 xi of bio k Nzwl ------ ,» " �" D l CRIPT 0 qtr, " y e f fltTl I I Lo .' 23 ' . 11; �#s. i,ctli I aVcas�d U e: 3II ,IIt L ESI L RNO: 0 Cede S ubdi vtid 0 : ' TVIO" NY BY, IRS S'Ek so '60 t mate Improv . oat: €fib Trta.I 25,,00 A �uRF{ too i ^� +�UICATIyrs "1 ••-'"`'w':' f 'IO}.� �'4 JF Li ... r..,» ��y�y,q 5-00M10 Tt Ad'#a LANE IXI" , #000 fA Xl� a � � �AA , 'iTAL IIup I v Q Qct ' „t }., Z3,w. ' s, +�� .0 OR 'I�+OR: FLORIDA32233 CROW �t�t�4I�C'�I0.9 $0.'00 +c T Cg U SIw H, XP FRIM. . tl . � � o. { NO TIC 4-;ALS optioEtE•i bRMS AND FOOTINCIS MUST IF."P14PT �`BE qRE PGUi }NG PERMIT VOID SIX MONTHS AFTER DATE"CDF iSU I✓ I i MATERIAL,RU56I81j.AN6088RIS°FROM THIS WORK MUST"NOT RE IN PUBLIC SPACE,AND"MUST BE " REIN"IJP ANIS iAt1LED AWAY SY EITHER CONTRACTOR OR OWNER -LY-WIT N TW I �" C To Al?PROVED PLANS WHICH ARE PART OF THIS PERMIT TANG SUE;JECT TO"REVC CATiC?N ISR A FABLE,IIROVISIONS OF LAW. a DI P RTMENT Y ^ s 1 , CITY OF ; G , ( �;�C�Czoctcc �ecu �► , 12-� t 199 800 SEMINOLE ROAD ATLANTIC BEACH, PROPERTY DESCRIPTION TELEPHONE( ) FAX(904)247-5805 Lot #; ?� , Block , _Sect.iin Subdivision: -- Street Name,o2c� ✓ DESCRIPTION OF WORK or Address 123,3 Q sc vc If in a FLOOD HAZARD Flood Zone :__Xarea complete page 3 . Brief Description Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: it, e�- Zoning r) Proposed , t District :U� Use: �l �� c \l Estimated Value o go 1) Exceptions or Variances Materials: Granted: Solid or ,' l led ., Ground. Roof : (7 n t Method of Heating: OWNER INFORMATION Property Owner: Phone: Mailing Address Zip: CONTRACTOR INFORMATION' / Contractor :62 / N Phone: LL �. Mailing Address �S A) t c je=- Zip• PJB Expiration License Number : Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF' THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES , REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date Contractor Sigin atu Date r CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address TJ <:-0L F, �` ! Date_ � ' @ $ P Heated Square Footage S �.� -per q ft =s $ Garage/Shed (0 1 @ $ per sq ft = $ Carport/Porch 1 /0 @ $ per sq ft = $ Deck ivy @ $ �1 C per sq ft = $ Patio 372- @ $ per sq ft = $ TOTAL VALUATION : $ IIP �9 /1G l-"i 460� $ ! ,O U Tot a t ' on 1st $ /OO,0<5 �p ` "'U Cj $ Remaining Value $ 3 per thousand or portion thereof TOTAL BUILDING FEE $ 7571-00 + 1/2 Filing Fee $ 375-SZ) (1 ) Fireplaces @ $15 . 00 $ Z O BUILDING PERMIT FEE $— L(n WATER IMPACT FEE $_ v SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP $ 0 (X)JL� RADON (HRS) .0050 $ 10 .807, s'7 SECTION H PAVING ( } $ HYDRAULIC SHARES $, O CROSS CONNECTION $ 3 S _ (x1-14) SURCHARGE . 0050 $ fD.a3 IZ,,,l OTHER $ GRAND TOTAL DUE $ CO O ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : s CITY OF uc Ve d - 9&1a4 r ENIINOLE ROAD �ACH,FLORIDA 32233-5445 PROPERTY DESCRIPTIONui ONE(904)247-5800 2 , ,; 2, - 19 (904)247-5805 Lot #23 Block # , Section # Subdivision: TFFA#4 / 964 and Zoning Street Name DESCRIPTION OF WORK or Address : If in a FLOOD HAZARD Flood Zone :_?K_area complete page 3 . Brief Description SrNG :RW t LY Class of Work : (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: 4$C L- CSL _ i� 2D ocM2 �►W Zoning Propos d District : Use : Estimated Value cock Exceptions or Variances Materials : CtC� ,Ocsd Granted: Solid or Filled �`� Ground:`'jc,L��Roof G'oaue.*.r� "Ci�..ii Method of Heating: ��►P OWNER INFORMATION �► �,t og 30 �¢�� a, 5 .!3�� Property Owner: ?AQ, A �kQ s•T ST,t� � Phone:N-Z 5?ia•39 2gZ3 Mailing Address Zip: CONTRACTOR INFORMATION Contractor :: 7 . {t`1G• PhoneL 3ooa Mailing Address :'0s -A-rL. --r C7-! OW A +4 E -+L' -Zip : X22.3 3 Expiration License Number : Date : –SI—cI S I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH , WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date Contractor Signature Date &/1C9_95_ FLOODPLAZU DEVELOPMENT TNFORMATIOt1 Type of Devwlopmenti__ t - Flood Zone:-------- ------------ Required Lowest Floor Blevatlonj---,----------- it building is located within a flood hazard zone, a survey muut be wade AFTER THS SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bane flood elevation established for that zone. No final inspection vill be made and no certificate of occupancy will be issued until the survey is on file with the BuildinU Department. COMMENTS% Applicant Aeknow1e40e0e049 I understand that the issuance of this permit in cootingent upon the above information being correct and that the plana and supporting data have been or shall be provided as require!. Z ogre► to comply with all applicable provisions of . Ordinance No. 25-7-11 and all other lava or ordinances affecting the proposed devilopmont. Date_'z,=L 2::�,.S--Applioant•w Signature _ �____------------ ------------------------------------------- -------- Department Use Required Lowest Floor Elevation ---------------- An Built Lowest Floor elevation -_,-----„--------- Survey Filed with Building Department ........... Al Building Dapartw�ent Repreantalivi► pace 3 i TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE: THE MEETING! . ►`��• IQs T*m'fk*.s 'rroperty Owner 's Name Adcress . Telephone l . �r 2�, �t��,►v BY �� Location of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whose property is zoned residential , includes an existing dwelling, and which is not presently owner-occupied) 1 . what changes are proposed to the above specified site? o,1 0F* NV_rVn/ Sint LE 4�&A �Ly 44oKe z . what is the purpose of these proposed changes? 3 . Specify trees proposed for removal as follows: r1ree Count Species Size(DBH x NOT)-----Condition j LTJ o-�k I�, •i� �C Z� 4 . will these trees be relocated on the same property? �a 5 . If not , will replacement trees be planted? *s 6 . Specify proposed replacement trees as follows : Tree Count Species Size(DBH x HOT) As.,41 LAGUSJ or lav C.v Attacn site pian. (Note: All trees proposed for removal must be marked on site by Fed tape or flagging) . 1 A a SECTION B - (All other Applicants) Property Zoning: 2 . submit the following: SITE PLAIT/TREE SOAYiT indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t ) Trees to be relocated should be clearly marked g) Location of any proposed replacement tress h) Identify tress of special or unique characteristic i) Iaenify trees within 10 feet of construction areas j) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage 3 . All trees identified for removal must be marked on site by Ked tiagging or tape. SECTION C I agree with the rules and practices established in chapter t le II of the Code of Orainanees of Atlantic Beach. w rs Signature Date C USE 9ILLX Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection tot 1011ders and Developers" is available at City hall or from the Division at Forestry, 9719 Nest Beaver Street, Jacksonville, Fla 32220. (781-1434) i CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR w EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (b) 1 WATER CLOSET WATER CLOSET, TANK OPERATED (4)� VALVE OPERATED (8) BATHTUB/SHOWER (2) _._._.URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) t FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) 2— LAVATORY (1) -- Q' COMBINATION SINK AND TRAY (3) ..WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) _WASH SINK EACH SET OFCr-kAJ*(AF� FAUCETS (2) KI?CHEN SINK (2) DENTAL LAVATORY (1) �[ITCasN SINK WITH WASTE �j DENTAL UNIT OR CUSPIDOR (1) - GRINDER (3) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET p) DRINKING FOUNTAIN (1/2) BLOWOUT (2) r LAVATORY. BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) , ' (URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH =_ JOB INFORMATION _ .� OC c D �� A ) MAP 5HOkS I X16 SURVEY OF LOT 23, TIFFANY BY THE SEA, A5 RECORDED IN PLAT BOOK 46, PAC7E5 14 AND c14A OF THE CURRENT PUBL I G RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: P.B.D., ING. 1 � r , LOT 22 ► .' 99c�v ► 1 10' x 1'15' J.E.A. " ► 1 TRANSFORMER _ SET 1/2" 5253' '1 �"Tuil I►ig nd Z 111 . IRON PIPE FOUND 1/2" LB#5613 N &cf°46'20" �� IRON PIPE -- �.3' LB#5613 WALL L 5't HIGH x O.-I' WIDE 0.1' 3.5' x 4.6' —1 STUCCO WALL OFF -10 CONCRETE PAD O, ItCP ► ._ O ° � - �, LOT 23 � u1 " ► 1 o (VAGANT) N LOT 24 ,1 t'-i1 kffi _ WALL { 0.3' X ON ' 1 ► 7�N 1 FOUND I/2" O 1 P.G. IRON PIPE I LB#36-12 - � v ° O / 013.= 5 36021'05" W SET 1/2" ---------------- ------------- .D.= 35.36' Z IRON PIPE P.G. .T. RADIUS = 25.00' 14?35' LB#5b13FOUND 1/2" ARG LENGTH = 3gZT �—--�—- - FOUND 1/2" IRON PIPE DELTA = q0°00'00" POINT OF FOUND 1/2" P.T. IRON PIPE LB#3612 ,� CURVATURE IRON PIPE LB#36 2 G 5102-1'05" N - IOM ' LB#36�2 .�,� s &a°46'20" N- 4.00' N I CCI. r= LANE 0.5.= 5 & 036'42" Pq ( 40 FOOT RIGHT-OF-WAY, "PRIVATE STREET" ) O.D. 26.12' PARCEL "B" - UTILITY EASEMENT - RADIUS = 160.00' RC LENSTH = 2b.14' 7ELTA - 06'1415" G.B.= CHORD BEARINS GD.- CHORD DISTANCE P.G.= POINT OF GURV'ATURE P.T.= POINT OF TANGENCY SOUTHTECH SU r% v E%i 0R5, INC. 6800 PHILLIPS H16H44AY SUITE I JACKSONVILLE,FLORIDA 32216 FAX NO. (4104) 2qb - 6226 PHONE NO. (404) 246 - 6225 I HEREBY CERTIFYTHAT THIS BOUNDARY SURVEY PERFORMED UNDER MY RESPONSIBLE DIREGTION, MEETS THE MINIMUM TEGHN;rAL STANDARDS FOR LAND SURVEYORS IN AGGORDANGE WITH GHAPTER 61017-6, FL. ADMINISTRATIVE CODE (PURS')XdT TO 5EGTION 472.027, FLORIDA STATUTES), AND FURTHER GERTIFY THAT THERE ARE NO VISIBLE ENGR HM NT5 UPON THE 5JBJEGT PROPERTY EXGEPT AS 5HOHN ON THIS SURVEY. SURVEYED FEBRUARY 28, IGG5. GHARLE5 R. BA55ETT JR. REG. LAINU SURVEYOR FLA. NO. 45g1 SOUT HTEGH SURVEYORS, INC. L. B. NO. 5613 BEARING DATUM BASED ON PLAT BOOK 46, PAGES 94 AND q4A FLOOD ZONE(5) "X" AS BE5T ASCERTAINED FROM THE FLOOD INSURANGE RATE MAP, COMMUNITY PANEL NUMBER 120075 - OOOID DATED 4-17-841 FIELD BOOK NO.: DG PA6E(5): - LEGAL: N/A ORDER NO. 02-95-21 GOMPUTER FILE: P546P414 AGAD FILE 029521 5GALE, I"=20' FILE ND. ST-541-1 Ill # N011136 NOTICE. O1' COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property & street address if available) LOT 23, TIFFANY BY THE SEA, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A OF TIIE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 2214 ALICIA LANE, ATLANTIC BEACH, FL 32233 2. General description of improvement: Single Family Residence 3. Owner information a. Name and address: THOMAS II. STANDEN AND SUSAN STANDEN, HUSBAND AND WIFE of 16800 LAIRDHAVEN WAY, NORTHVILLE, MI 48167 b. Interest in property: Fee Simple c. Name and address of fee simple titleholder (if other than Owner): N/A 4. Contractor: PBD INC. 85 NICOLE LANE, ATLANTIC BAECII, FL 32233 5. Surety a. Name and address: None ' b. The amount of bond: N/A 6. Lender AMERICAN BANK OF BRADENTON, P. O. BOX 14940, BRADENTON, FL 34280-4940 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: N/A 8. In addition to himself, Owner designates * to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes. *Sally Armendarez, AMERICAN BANK OF BRADENTON, P. O. BOX 14940, BRADENTON, FL 34280-4940, AND BARTLETT, MILLER & MOREHEAD PA 615 HIGHWAY AIA STE 101 PONTE VEDRA BEACH, FL 32082 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Borrower THOMAS li. S ANDEN Borrower SUSAN STANDEN , Sworn to before me and subscribed in my presence this /� day of_ +, 1995. by THOMAS H. STANDEN . �� This Instrument Prepared By: C4. -1af A-1k Barbara W. Maraflote Notary Public IccVj /'c'g—)-1 -� '--14- American Bank of Bradenton Print Name:' ob e r h- L4 cul-s kid/ 611 26th Street West My Commission Expires: tom-- /y Bradenton, FL 34205 n110 5m CI1i RICrf14J 1049 AtVD I.WLPNENI SUMARY Fol': folleda Say O?velopment 2217 AI Asi a In. Atldistx°c. Beach F"7 32233 (904)249-300,0 by: AIR c tVG1l TERS, IrVC 10947 Se:`ach SQ. Jac:=hSoia v.r'I I e FI 32216 {5,110064 1-2333 Jiab V Wthr" Kc:'h'.onv.t l.lc. AP F1 w... WINTER OES.Ii;V COrV Uf1OW3 OWIGN Ci?MI r" VON1i ONS.a' a Ov. 352 0e g F 1Iutsldt-, ct'dF.: 94 Vey; F Inside e up. .70 trey r!' Inside ob. 75 Oey y 1r x.l a` rVaiaJe H Re 41. Muni. .50 -, Wd l el' 49 gi' hFATINV S(,%ANAf Y Sl"iVSI;'i1E s,,'OOl.IiAcr E(107P IOAO .5`I2IN NOV. Wai loss 47;•39 r:stuh 31-rut.:t:ii1'e:' 3633 Stub Ve::sait zldt oai Air 10 6) t"TN P't:ntiIati�on 2090 SM Fent Air loss 4180 8t uh Design Temp. Sw.l ny 3.0 Dear F l:esf Iiia Ht..ad t load 57919 tx t uh V,*Ve Nfq. 1"did ri fE'd t e/Say.ag Hal t. 1.00 Total Seas Erluzp load 3842 SIN IN 1 Tr'k'A TI IV 1:A TEN C001.1 Xti EMP I_OA 3I21 NVO Const sual ca I F"rgoldces 0 intE3i`,/al K.t'la.ti ,dl`� r Stuh Wontildtion 331? Stab HEAT" O 0001 I9 I ra fil t a t ion .S i 3"l..s fat iah Area (sq. ft. ) 2571 2571 rcac. Went tent Quip toad 9661 SIN val ume {c c+. rt.j 23139 2 139 Air Chanyes/Hoiai' 0. .;;.- 01.4 70t8l EQUip load 48284 Stub Eq arvalent CFH 210 15.5 HEAMMG E471r'PHE NT SllNORY L`t9lJ1 NG E17UIPHENT SUNNARY N..a h'e Hd ke rt/aclel sVdau'el .,vpe Ali- Hdrau'Iei• QOe Hed t Play, Efficiency ` Mr 0. 0 .,...y r _.. Hedta'iay Kaput 0 Stuli S ssnsA'cfFle Cooling 0 Mh Hedt n OW"put 0 S"tuh latent Cooling 0 8ttah Heating Omp Rise 0 Or.,,g F Tiatdl Cooling It Stab Actual Heating Fan 7736 CFH Actcadl Cooling Fan 1716 CFH Hty AAT Flow Factor 0.036 36 CFQ1Atuh Mg AAT Flow Factor 0.048 COMM Qaa;e Thermostert lode Sens: Heat rc.:atro 85' AAHM A 7th Ed. RIM"A G. IW2913 Priatvat cert-117ed by ACC4 to meet all of Kauai Form CAlCY1.AT1',0N A'.8,C,o, .)ob Procedure A - Wiatwr Infiltration HTF Calcul ation-t W neer` Infilt-ration CFH O. ? Ai;` NR K 23739 Va.Ft. x 0.0167 210 5% 2. Winter 10f1ltration UK 1. 1 x 270 -CRI k 358 Winter TO 11307 6tab 3. Whiter Infilt'riation HTH 1130?, stab 638 total Window 7AP HTH S Door Area ---------------------------------------------------------------------- Procedure 8 - Sommer InfIltration HTN Calculation." ---------------------------------------------------------------------- 7. Sommer Infiltration MY 0.4 AaZRR x 23139 Ca.Ft. x 0.0167 1.5.5 CFM 2. 3aomwr tri til tratloo Stab x 155 CFH x 19 Summer TO 3230 Koh 3. Sommer Ioliltvation HTH S230 Stab 636 Tot«l wyof.,ow 5'. 1 Hiff S Door Ared --------------------------------------------------------------------- Proveakere C - iat-eat [nfjltrat-.jt;q? Ga. t? ---------------------------------------------------------------------- 0.68 x 49 yr.diff. x 755 QK n 5750 Koh ----------------------------------------------------------------------- Procedure 0 - &.jalpxent- 312- ng loads ----------------------------------------------------------------------- 7. sensible sizing load, Sensible pontildtion load 7. 7 100 Weat.CAH x 19 Sovaer Ut 2090 6twh Sensible load for =Tucttjr&;� {Line 79) 36,J'32 Stab So* of Vz--vitlldtion and Stractare Zodd., 3333 '.�842'2 Stab d0d SWAg Halt4alle x 1.00 R35 QaQoent 3,i2ing load :a8422 Stab A IdIeUtSi&Og load ldte0t ViMtildt'1700 Z Od(Y 0.6 k* 100 Vet?L CFH x- 49 gr.' 'diff. 3332 6t,uh lfiterfldl 10d(IS -"'30 X 6' No., Pe-ogle 1y'80 Stab Infiltration loeld From procedure C r 150 6tah Qa4ament Sizing load - Meat- 5561 Stab --------------------------------------------------------------------- MoastTaction duality is: a At. of Fireoldees is: hWNV41 A 7th Ed! RIMPA V1. 72 TQ2973 ey"Wout cef"i flea Oy ratns to meet d1i requilefileats of. Imnadi ".011it j Job A Zone: MUM J; M Ed. ---- RION'T"J: V1. 12 ---- 7R2913 --- Faye 7 ---- Nam of Room f Entire Noose phole Moose Running Ft. Eqvosed Wall :?43.0 F'!,",. 243.0 Ft. 31 Room ONeasions, Ft. 2511. X 1.0 Ft. 41 -Ceilnys,ft- / Condit. t2ptioal 9.0 9.0 hedtlyaol ---------------------------------------------------- -------------------- rym 0,,-- / ICS71 HT t / A/--ea / Stub 1 Area / Stab Jr EAW03URE / IAV. lHty ICIg IleogUl Htg / C19Ilenythl Htg / Clg rJ ---------------------------------------------------- -------------------- 51 Gross Ja11401 1.81 0.71 25021 test ssss mul sets 1 ssss Eyoosed IblIXI 1.41 1.31 4511 1*11 sees 4511 xxt* 1to** Walls aaf./ /c/ / 0.0/ 0.0/ q -t-te t w-tw* 6�1 test 1 test Partitions Idl / 0.0/ ON 0/ *t*x sext stwe w-tte 6,-..o/ o.0/ ,?/ -s"te-It estw 0/ S-s-se Ifl 0.of 0.0/ 0/ *.r"*.* IRI-t-9t el *sw* 1 w t we -------------------------------/-------------------- -------------------- 61 Windows l a l 3Cl2?161 1 U21 1301-91 A Glass /b,/ 3C12,;I.6j / 1261 34Y41 vsss m! ssst Doors Hty. /c/ f 0.0/ / 0/ 0/ owes 0/ 0/ *,** Idl 0-0/ / 0/ 0/ *so, 1 0/ 0/ *at* lel 0-0/ / 0/ 0/ or** 1 0/ 0/ *,** Ifl 0-0/ / 0/ 0/ to,* 1 0/ 0/ *at$ -------------------------------/-------------------- -------------------- ?I myndoms I North Jay.01 5131 tsss 1 117991 5131 star I IIPV91 4 Glass homw 151.01 251 sees 1 121VI 20Y most I twol Doors CO. E4W 172.01 611 •**** 43661 611 *1** / 43861 SESSW / 0.0/ 0/ *exx 1 0/ 0/ sit* 0/ South / 0.0/ 0/ rest 1 0/ 0/ **** Jr0/ Hot, / 0.0/ 0/ 0/ 0/ sort 0/ ------------------------------- --------------------/ 8/ Othr doors IdI10,0117.5110.41 401 6991 4111 401 6991 4161 it., 1 o..4 0/ 0/ 6,1 ��l q 0/ ------------------------------- --------------------/-------------------- 91 Net lal!401 7.81 19041 735181 19041 _:.47 / i 3,-18 Eirpost� J113CI 1.41 1.31 4111 53SI 5181 4111 5551 51 SI walls dad /c/ 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ 0.0/ 0.0/ 6?1 0/ 0/ 0/ q 0.0/ 0.0/ 0/ o/ 0/ 6?1 0.0/ 0-0/ 0/ 0/ ol 0/ I-------------------------------/--------------------I-------------------- /101 ceilings jall6al 1.31 1.41 19,781 24801 ZU071 -248e,"I IbI1601 2.01 2.31 1501 3fi</ 3421 150/ 3021 3421 011601 /- ?1 1. 91 1411 2511 2841 14?1 2511 2641 -------------------------------/--------------------/--------------------/ /it/ Floors lal22AI30.81 0.0/ 2431 Y4801 01 2431 74801 0/ JbIlml 1.01 0.0/ ml Am/ 0/ 3, 11 36W 0/ /c/ / 0-0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ -------------------------------/--------------------1--------------------/ 1721 IWItTation a 1771PY 5. 71 6361 173011 32301 6381 1130:'1 32301 /------------------------------- --------------------/-------------------- 11313obtut Stub **** / 433991 ssst I ssss 1 433991 sets 1141 Ouct Stab loss f 70. 1 43401 sees 1 W1 4j4o/ test 1151 Total Stab loss = 13114 most / 4?"391 **s* 1 **** / 41Y391 **** /_____.,___.. ..___..___......-__.____.....___......__ -------------------- -------------------- 1161 10t. Was: People 0 3001 61 **** / 1SOO/ 61 16VOI APPI. 0 12001 41 *so* / 48001 41 48001 Sob tvt RSH - -•121 W/ At'' 1 "KI 330291 145$ / **At 1 330191 //S/ Vact Stab adia 1 Or, t-se 336,31 1011/ 33031 1191 Total P36 Gala 0 17116 / **$* "'' 361321 361S21 1201 CFH Air Reqalred / *00, 1 11381 --- Printout certified & ACCA to Meet d1l C&QUeOMS of Q0001 FjjW i AWNVAI A 7th E61 MYNA RRA TR2973 R1'4'H7-,7 iVl*NWW I-M 7A job il" 3 V W 6,' 1 3 S 0 R A 3 0 0 Ov ("I I A 1 0 T* H V 0 W H V R H H At H R' 1 A W R' A H I a C R R "G T, A A Z 2 E H 0 G 2 1 0 I'll K 7 H Wbole Hbs,,se d G fl n n x 2 90 LO 1.0 R.0 /.0 38.6, 6*,."*.0 6A 0 d n e a 8 0 n y 2 90 R 0 1.0 0.6, 1.0 0 Zz& .w 6f.61 d h # d c 0 0 8 Y 2 9 0, 1.0 1.6, 0- e,,' Z.& .;;'2.0 ;6. W. n S* d c 0 0 n y 2 5 2@ 1-0 0.0 /.0 63.0 /0/. 10/. n o a c Il 0 8 ± 2 96, /-0 1.0 0.0 Z.,0 51.0 0 NPartment of Cowoupity At NY 501 Fit"'Ifi'll"A EtWCROY FFFMTENCY 000e�. FOR 80710IM7 CONSTRWTION FORH 6676"A->".3 R6S1d00t1dl Whole SAM% flrforoant;it` Ht:'thod' A NOR Tfil PRt',','JEC7 M4.,'Y'E. Plea 250 3q. F& 180111'_ER.; pelicd"'i 6 Y A', A1,0,RE5'5.: lot 23 KfAny 6y ThIPEAMUNI IMPA!E QUM& Atlantic Real20N0 14_1 24_1 34_1 OW/vIs"'fi': -1- Or d0(,U t.1,011 2. Ungle 140.7y (Attdched' or hWitifimily attached 2. 31ayje-FyMjjY 3. if FultiNvily-ND. of amts 311 0 4. if ANKfaOily, is this d *Vrst case (Yesloo) At.. 5.. coao'ilfoaed floor dred (sq� ft.," 5. 6. eave overhang (ft, ) 6. 1. 50 Porch overhdJ:q g lenytk (ti. A A.17 8. G]dS8 dr&d and s',Vk,.e,3. Pan& 13iouble Pa'iw a. Clear Wass 0.0sqft .599.4(.7sqft b. Tilti", fiVill Or s'_,oldr Screen 06(0141 ft 9. F7,001' ty,,e diid' i ieS a)aril oa: a. 31ab on grade (00-valae, perimeter) j 99d.,R�w* 0.06, 24 3.06, ft b. Woo.�, raised (T-value, area 11" 9.1,.fF 19. 371.00 sqft 10.Nyt Wall type area dad iasuldtioa.... a. Exterior: 1. Macrete {`IIIA ulatioo R-Wal ae) 10d-1 W26.00, 2502.00s q f t b. ANjaceat: 2. Wood frdae (I asul•atn"'? R-VdJMt,-) ?04-2 R� i..00, 4,5'i.0%qf1' U.Ceiling type area and insulation. a. Udder attic �J*ns'qlation A-value) 7 1 a.R;- 151.04 150.00's q f t d., 4Ak,"er attic (IASOlatjOn R-Vajue) 11zMO.00 19?8.061qfL__ b. single assembly (insulation A-value) I 7b.Mr 19.60 14 T 00s q i2.Alr distribartioa systems a. Caird;t' (Tasulatioa # location) Ma. My 6. 00 , ancond H.Cooling systellf 13. Type: Central AAC 00 6. 6,Y. ........ 15lHot water system: Gdt, 16.Hot liter Cr-tdits. (HW-Hedl RtSCOV46}t'y' WKWdiedied Heat Poll) 17. 14MUM00 Practice: 1, 2 or 3 2 18-H'PAC W"Ceiling Fla, CkCrOSS Vent, 18. HZ HF"Whole house fin, RE-Attic radiaot brrier, MZ"Mtizo"e) a 1,9-EP-1 ("wast not exceed 100 points) 19. 98.37 a. Total As "foully points404 16.6'01 b. Total Rasp e oints 41918.5.06 ------------------------------------------------------------------------------ I Hyreby certily that the plans and / Review of the plans dad Spec i ficad tioialln; specifications covf'-`re('/ by this edlea- / Covered by this calcoldtion indicates lat&O C~1000e Ktb the / Compliance Will! 1"he F.1oridd s7nein';' .ty Florida Ear.-,+ryy Co(l't% coostractioa is *ill be for EAJD FMINEMNS4 ING, to "d ufn#14iance M accordance Wth 3ectio"', 553. 905' F.3. 1 herety cer ti fy" rh It t Q bul". ding is in cosoliance Code. I - I l C_ lr 4GEIV7*'- 800M a OFF _t, Depdr'tmeat of t;viniriUrr. t;v vi'rdX'f's SAV: 5131 Fi!Ift'IOA rVFrifrf' �: Er'1t;1'Er�i"�' GsGC .'fiR tyUlC.e?AIr4Jca 4Ct7JV37R(is i.iaFrV FORK 6'00A--9:5 Whole Hil ldl'nyt Per'fol'mdfTc''e He?thod A JVORTH PROJECT N JLI-. Pldn 2571 Stl. FL. /BUP"OFh':: Pe l X(:dn 6d.v fleveloj.vent AMO A142Rr~33: Lot 23 Tjrfdriv S;v Th/PEAWIr"TIM /C1 HIA jOFFIC�: Atldalic Bed/_70M.. /L/ 2L/ 3/ / OWiVER., Stvidt n /PEfiWIT NO. /JIfRI'.9l.'U67IOiV AIO.. CK JVt;w G"tJnstf'Uc"tX(3fi O/_ dUr.JXtX(tfr J ., Mew C40fiStY'IIG:tXOJr 2. .31liytle tdiv ly" 44:tdc'hed or iVu.li:JfdiaXly e:it-tdc;'he 2.. ;Szlhr. lr- di1TXl,v .:r. l r`' Alai tj fdmj.ly-No. of uldts ;'.. 0 4. If Jwlul t.i fdrn.i Iy, is this d worst 1..d se {;sec s�'rTu) 4. :5. Ct70d tjorieci` rloW` dl"ed (sq.. ft. ,, 5.. 25.1"1.00 6. PJ'eciom.iridlit' edVes OVt'rlidng ;rL`'. } 6. 1. .10 Porch overhemg length (ft., ) l.. 6.i,70 8. Gjds6 c.;tr`ed dad type: SXr'it�rle Pdate 00abile Pdae d. Cledr' Gldss 5,4. Gr.6Ls,gft 598.4Osyft b. I-lat, f.i lfl or soldl` sc::f'e,�elr 81 ., G%.Oster t 0.00s qft 9. Floor t;vf:e s�rrd fasUldtioa: .::t. aldb on grade rft7 t�d.lAr�, r:►L /`X 164G'tt'f`) {YaT,tt7- G7 fFt? ,, 243.00 ft- eq. A10.d, r'd i S t'd {iR"Vd 1 frt:', i�t d } S}h.R:-/9.(..80 , 371. 00 ti q ft.. 10.tvet wdll Ivpe d!`ea drib` XasuldtXfw.: d. E let.,-}rlor: 1. C4(,*wcrJ..'.ate (IHSUidIIWO ft'-26.,00" 2-5,02.00sgft._. � b. Adjdcelit: 2. Wut:ttr` fr'dint` (Ifrsu.Idtl`ofi R-t�dlux}) t0h-2 A-71.00Y 45+.06,srlft�...____ 7 1.d,el l.i nye t e' d f'ed d fid X rr:,i(r.l d t h11i: d. UrAdef'' d il" l `l/rs ri r g I d t X(rli fi'-Vd.J iie) 1 i d.Rz'15'.C%%r J°.Sv.lrvs t!rt, ,,,,,_„ d. Urrdt ' dttXc° (Ifis-aldtjon R-vddlUe:}} //d.R-.3L}.,a'rl^J A, 19.;1 .e,,0syft b. Single dssemlr l•y ('111suldt.ion R-vdlae) lif�,R / ,L�t;i , 147.00sgft 72.All, cdjs t f'jtttit.j on sys teas d. Vs.- `ts (I nsu.ld lioei r l vcd t on) 128. R 46.00 INT( Ojj(` 13.coollng systex 13. Ceritrd.F A16, 10..00 N.Hed t j/rcl Sys,nein., 14. T;;vpe., Heat Poop A.43P=.., E..80 15.Hot wdtei'r s'.14'st'ev: 7:5. lype,-: IP tidy EF:. 0.60 16-Hot iWd t e:°r' Cf edX•is: (HE'--Hed t fi't.+'t oV�"'ry, 16. e AHP trt'dt t:d Leri Hed t Primp) J"+". lnfX l tl'dt'jon pf'dul c•e: 7, %' or 3 17. 2 iS.HVA Crt.,_Vjts (Cf` Ceslljn t F�.rn, CV-Cross vent:, IS, r�!? N"Wholes house rdlr, R6-Attl re-.ididnt bdf'r'Ief', HZ HUI ti..20ele) 19-EPI (&MS t tit)t t;sXC&I t d 100 l tti j fT t.;) 19" 98.37 d.. Tz+tdl As•-Birjlt pollit:s 79d. 40,476.RV - b. Tbtdl Base ,ctojnts 19b. 470495.Gi4 I Hel`%6.4ty t ertX ry thdt tht`� pldlis d0d I Review of the plans drier` sl.:.tecj fjc'dtjons spec`j fjc'd t'.i ones c;ov'd:u'ed by this c d l ow- j c.,,over. I-,,v tfijs c'dl c VId tjori j nd i c'd i`&S Idtjorr dr-es jfi come,tlj.:Jnl.eS Wvjth tJ`ar c'r+mpl Xdlicea wX t-lr the J••.lorXad c::ner'$ly r".l or jcrd Enr.°ryv Cfx..t-`. / Code. Be fore t;`vrTs true:tjofi is c'ompu et`:rsd / this Itril'ldi•ny *111 be jlrs�'.,wcLed for PfkEf'r ,5'FL% BH': i r:om tli'ani:e in ,�wc•of`(r`dnt e wjtfT .Sec'tjori I here:}bv t:'t'rt'.ify tlTd t 1. is tcij T t'+`J rTty� is / in t;oinitl.jaa e wjtii tlr f'j Energy / Ct+tie. / U+WJVLR 'rOEJV T' j° 8U.7.101aV0 elf=Flt;IAL .__ 7�_ i-M 00kidI tUveri1' of Comm anil'y A fd1.i's 3M. 51.E1 FI ORIDA EMERGY EFFICIENCY COOS FOR #i'UR OIMU Cr N37RUCT I177r FORr`I 60CIA- 913 Rds.ideedidl WhcAle 8uildlitg Perfor•'mdrn e lYethae./ A NOA'7•rl PRu.7EC7 XkV: Pldn 2571 Sq. FL. 16UlIDER. Pe.r".ii:dn 8d.y rpt}€�'.I�+,ctri�erit A VV, A0I7RESS: lot- 23 i r f fd n y` 6y T h I PEAW111I iYG 101710E. At'Idlit-.ic Redl 'i7,�E:: 1t_.i 2I.._l 3LI OWNER: S t d riden 1 PERiYI f lvo. /.AUR 1301i;TION MO.. CII i. New r i3ri:N t rtrr t t{+ri Or` dc.}ciri t olt 1.. lYt:saa C•c+ris tY`ii[L`i ori G. SXriy'le fdrli2'ly detdebeur or rYa.lt".ffdm.ily iat vched L. J'Rriwt,+le""1'"1irNX.ly __ 3. If Hal t.l fdm t'ly-No. of rrri. t:� �., 0 4. I f rYu.l% fdlrr i.l y, is UdS d ea 01's i:d S e (ves/rto) 4. l;'orici'r t�'rarieu` fli>or dred (Sq.. ft.. ) b. 1,recioNlindnt" ed `e ov'erhiany eft'. ,) t>. 1. 50 r. por ci{i Olverh;:any' Ieny.t..Ii (fl., 3 6.00 8. Gldss died dnu' type: Singles Pdne Veouble P4ane d. C.14.?dr' Gieass Lid. Ci.0s'gft 59,5.40sgft b. 7111t, ft lt# 0/' SOldr` sCie&lt Fsb. C"..e'syft G.ooscf f-t.. 9. for r' 0-pie 'aria' insirldt'.ion. d. Sldb ran yrda"t"! (R= -vd.l ue, �::per.imet'er ,I :vd.RM 0..00 , 24 3.00 ft- b. WOOd, I' .i'seur (R 'vd l i!fe, dr'ed ?fit.R.::-19.0,0 , 371,.CFU sgft- 10.lYet WUH I"yltei' di' .4ti died .iri`iUldt'iOn: d.. Exteric l'. 1. CWiCi'ete (ltisuldt'ion R-Vdlue) iai-1 It r .c?4F,, �l,F�-I,rGFsyft__ b. Au;jrarrent-: 2.. Wood frame (Insuldt_.ioli Rwvd1ue,F 101p--.2 R-:41.,00, 451..00lsyftp..... _ 11.$.eilmy t)v/,tts dr'ed driu' .iriSuldt-iOlt: d. Under d ttir.' (I risuld boli R-•vdl ire) 11d.Rw 1�.Gt3 , 15CF.fiG�:gfi d. Unu'er dilic (Insuldtlore R Vdluerj 11a. ' sGF.GFr3 , 19'8.0osclft.. b. Single dssemlply (Insuldt.i'olF R--value} 147.00stlft' 1 r.Air u'ist'r.iltut.ion '.ystions d. OdCts (I1?SWd!iolt .r, 1.04r;dt'ic?n) 12d. R 6'. unconu' 7 .f ool iriyp systerh 13. Ceritrd.l A/C SEER: /0.00 7 4.,Wed t".iny Sy: t'e*., 14. 7:;vpe: Ned t Ptmip 1 3hot, and ter ys t tzo: 1:5. 7'yt- .: IP Gd' EF'. 0.60 1 O.J•o t Wei t-er Cr'eui is. (flat' Ned t Rt,cove.:+r'y, 16. _....__ 1,HP- Ded.ir:'dteu' He.-sdt r•��irrillt) U.. Infiltr<dtx`on practice., 1, 2 or` i 1. . t il ts / • T , 18.f7€�At; l.r"eu `> {t,rt F'-Ce.'s.i.a x ny fart, C,Vh Cross vent, 18. f�7 HF-Whole house fdll, R8 Attic rdu:idot- bdr i r er, lY?:"'lIul t X zr?rie) 19'.EPI (ilius t 80t' e.k4CeecF 100 p0jrrt ti) 79. 98.3.' ,a. lotdl As-Suitt points 19d. 404 16.4,5'0 b. Tot-dl Stose /.:points 15'b. 41611..5.0 I Herelty certify tlidt the fldns dnu' rt Rel-I&W of the ftldris driurS,0eCffiUaQiOrts sltc''f'1fiCdl.'.lUrii L:o4-,f'rt.d by tlits cdlr:'u- j t.;rJYer'ed bl)/ LIdS r:d.lr;'t'rlat'tUli 1nU'`.ir:'dt'',eS Idtiun drt.s !it r or rtli ani e *11"Ai trete r' compl.i'dnct-s wit-It the Flor.i dd Eoer'yv Flor'iu'd Energy COcfe. 1 Code.. Before r:ousl.rm�,lion is Completed ' t-his Lts.-ii1i`iag *11.4" be xrisj:,Fei't aur fX)r PREPAR E0 BY::, _ _ j compliance in wit-At Sec t ioti 17A 7k".- __ ... ��....� 1 55-3.9. 08 F.S. I hereby cerl.ify, that' t1lis r.Frrilcfiny is 1 iti c:Offlplidace wit-It the Flor'.iclad Erix?r'yy % Crewe. 1r r h'rl.11 LFD OFFI-CIAl .. _ / fl�. ............... ........... ........ MY h1=71ON WC11C' COXPI IARCi~- CMECKj I'3T It SECTION REOMENEW73 FOR EMN WCUCE ChHEM I COOKY 1777ti Ali INTY1 TA4 TION PRE,5 `R7P171'.t ------------------------------------------------------------------------------- A,006*1`5 Na"(ilftuo of 0. -*4 i'Y'N pt�r 1 ined r foot of operable Sash crack (SM005' Slidlli_y glass E,kierior S 606, 1 AWKsum, of 0. 5 CFN per sq, ft, o F door area: solid Adjac.-ent. 00ors cole, wood pdael,lasula tod or glass doors, only. ------------------------------------------------------------------------------- Exterior joints 606. 1 To be c,-dulked, gasAwteaj weather sti ., )ec/ or, other- Mcks wise sealed. WC715F 12 606. 1 CONP! Y 4777 P64C TICE9/ AND THE F67 I 001M. Exterior Mils 606. Top plate peaetriations sealed. Infiltration barrier S Floors installed. Sole plat'Ifloor joiat caulAwd or sealed. ------------------------------------------------------------------------------- Exterior Mls 606. 1 Penetrations, jbints and cracAs on interior surface A Ceiling caalAwd, sealed or gasAwted. Ys ------------------------------------------------------------------------------- Doc tWork 606. / Ductwork in ancoadItioned spaf;e lfiasl' be sedle"Y. ------------------------------------------------------------------------------- Firt.',pldces 606. 1 MIAMI with Viitsicle dir, doors and flue, 050pers. --------------------------------------------------------------------------------- Exhaust fins 606. 1 Eqa!1,,pt,,,V with Combustion W&Os See c.t1JNrrus t 606. 7 Combustion space and water heating systems provided Hkatiag with outside combustion all, except direct, vent appliances. ------------------------------------------------------------------------------- It OTHER PRESCRIPME ATASURES fiast be met or exceedeel' by all residences.) '", -------------------------------------------------------------------------------- Water Heaters 672. 7 C0004Y with efficiency requirements in Table 6"11. Switch or clearly marAwd circuit biwaAwr (electric) or cutoff (gas) must be provided. Ellernal or built- in heat trap required.. swinm n Pools 612. 1 fpdS and WtedpOVIS MUS( have CMef's (e Gelt SOMP hedted)- Ahn-CON&erCidl Pools VuSt' hdi/e d Gas spa S pool beaters most have a Ninixom thermal ef flcienqy of js Percent. ------------------------------------------------------------------------------- Shower Heads 612. 1 Water flow most be to no more than 3 gal loas per minute dt 80 P310. A r" Distribution 610. 1 All darts, fittings, mechanical drt(j pleuro ?,i:'..+ chambers Shall be Reehi&Cdlly S.f.-�&Je ' . u, ins alated and installed in with the crilerid of Set:tioa MO. Darts in ujivon(."tioned attics most be insulated to a minimum of U& Air handlers Shall not be installed in attics unless in mechanical closet. -------------------------------------------------------------------------------- 11EAC Controls 60?11 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- i0saidt'jcall 604. 1 Ceiliags WHOum R-m Common hills - Hdoe R-11 01% 6 02. 1 083 R---3 both sides. Common celljoy 4 floors R-11. --------------------------------------------------------------------------------- SMAM CA 1 40Y A M01,10-1,11 t-f-ItIr 3t, BASE AS-SUI! 7 GIASS---------------- ORIEN AREA A S&W : POINTS j TK911F -SC 6RIEN AREA x SAW x 3OF v POINTS ------------------------------------------------------------------------------- tv 00 6.5.8 3097,6 j Db'l CF.R N 16. 5 36.3 .8? 549.0 i451i R h, 12.5 38. 3 .75 360. 9 DOI CIR N 18. 0 38.3 . 78 53A 0 E' 771.40 65.8 1'491 CI R c 30.0 "..q. .6-4 .11008,.4 ei R E 78.0 79. 7 . ?2 702M E' 9.0 ?9. 7 . 97 692.4 J' ittst: CI R E 4 79., • .466 41.R E 16.0 ?9. 7 . 79 70015`,C% 3 67100 65.8 44 1.18.t j 001 CIR S 14.0 602 .67 610. 1 z-z.R 9 74.0 66.2 M 685.6 ,IR S 39. 0 66.2 . 94 2432.8 SW 107.6D 6M8 005.3 ,1,61 CI R 3W 19.2 ?9. 7 .85 1293.4 DOI C sw 48.4 79. 1 . 47 18133 R SW 3,14.(', 75. 1 .16';:1 -2338. 5 N 246. 90 65.8 16246.0 DOI CI w 38.4 79. 7 .88 2704J, R 200 ori. 7' i` .84 1874. 5 R 58.5 79. 7 9? 4513.0 is OI CIR w 72.0 79. 2 .57 545. 1 val C1 R w ?4.0 79. 7 .82 4823. 11 R IV 22.5 79. ? .91 7625. 9 owl CI R w 13.5 79.. . .82 8?9. 9 Nw 24. 50 6M8 M2. I j DOI CI MW 24. 5 57. 7 . 91 12V114 ------------------------------------------------------------------------------- CVNV. FZOOR / TOM GIASS .::: Ar T, k GI ASS 0 A01 MASS GI A S',," AREA AREA FACTOR POINTS POINTS j MIN7.1,51 . 75' 2, 571. 00 598.40 .644 39,374.z? 25,3PS. . , j 36;327168 NVN AREA A* 861,"N >FOUN73 7MVE R-MIVE. AREA x 105 z PVlN7S MIS__._.-_..____.._.___.....-_ j E,k IS---------------- E,k 1, 2502.0 .. 9 2251.8 Ext NbroWt8lock it 26, 0 251U,0 . 10 250.:' AAj 451.0 . 7 315. 7 ?1'r/i W00d F1 dRe 17.0 457.0 .?v 315-7 DOORS---------------- 4aj 40.0 2.4 96. 6, j Aelj W000' 461.01 2.40 556.0 CEMM------------- 04 2031. 0 .6 1 218.6 duder A1'tic30. 0 i 976"ef .60 186.6 MIr Attic 19.0 M.0 1. 70 765.0 Single Assembly 79.0 74Y! 0 7.80 264.6* FZOORS--------------- Sib 243.0 -37.0 -8997.0 F Slab-00-Orde.ie t.7 2'43.,0 4 1.2t.P 1001/.6 Rsd 377.0 -4.0 -1480.3 Rvd Wood Aafavent 19,0 3p7,o .40 148. 1MMTRATIOS'-------- 2571.0 8.0 20368.0 f Practice C? 25,71. 0 6.64-1 20568.0 TOfref l Sr,'hV'Hs'--R FVIN75 39,354. 58 f fY,310. 16 luf"L A 0TO1C/7 ".. t-uut. tlyu / ACAi� ,k V&'C'1 3f'S7&1 >k 1T 6'-`61OL 1 No 50W PTS HUs' T POINTS / COMION RA 1110 W 7 W T T' POINTS ------------------------------------------------------------------------------- 39,334.50 . 37 14, S61.20 49,310M 1,00 Low .340 . 950 17;042.06� A,*-WIP Ir zoo BASE - AS-Mir WASS---------------- ORIEW AREA A SNPH .::: Pt91N7S T KI-Y' SC ORIEW AREA x WPH x WVF' z POINTS ------------------------------------------------------------------------------- N 47100 -70.6 -4 W.2 061 C'tR N' 16.5 h 3 1. 79 143.6 4`1 R /V 12.5 7. 3 7.38 725. .7 Val CIR N 78.0 113 1. 33 724.3 E* 777.40 -10.6 -11S0.8 001 CIR E 30.0 -9.2 . 57 -756.4 fr aul Cv R E* 18.0 -9.2 M -39. 1 i';'Allz Oil R E 9.0 -9.2 . 90 -74.2 Val CIR E' 36.4 -9.2 .68 -240.I'l Val cz R- E 76.0 -9.2 .44 -64. 7 3 67.00 -10.6 -?10.2 VaCIR 5 14.0 -28.4 . ?6 -y`04.2 Val CIR S 14. 0 -28.4 .84 Ml CIR 3 39.0 -28.4 . 97 -1019.2 SW 101.60 -70.6 -10W1.0 Val CIR Soh' 79-2 -22. ? ,Sr -371.2 ant 1:1R Sw 48. 4 -22. W .29 -314.4 e R 3x111 34.0 -22. ? .87 -677. 1 N 246. 90 -10.6 -26r7. 1 J Val CIR A" .:715. -68 -240.0 ci.R �11."116.G. ..5.7' ---146.0 M CIR w 58. 5 -9.2 . 90 -486.4 C1 R P','- 72.0 -9.2 -.24 26.3 OSI CIR w ?4.0 -9.2 . 51 -345.4 06Y CIR N 22.5 -9.2 .74 ...152.5 061 CCR N 13.5 -9.2 . 57 -63.0 NW 24.50 -70.6 -259. 7 Val CIR MW 24. 5 4. 1.23 /,M.,4 CONO. FZ BUR / 70 741 A03., x GI ASS AOj WSW f 81 A S.'51 AREA AREA FAC70R POIN11.51 POINTS . 15 2, 571. e0ex 598.40 .644 -61343.04 4'M7.89 NON GZASS------------ AREA x WN v POINTS T TjWE fi WA I IJE AREA oc WPW o- POINTS ------------------------------------------------------------------------------- NAZIS---------------- Ex t 250 .0 2.2 5504.4 PP Ext Noi oWb.91ock la 26.. e, 6y A(./ 451.0 3.6 1623.6 k./j W.00d ""I'dMe 17.0 451.0 3.60 1623.6 00OR3 Ad 40.0 /1-5 -460. 0 ,Ad j Wood 40. ell- 460.0 ---------------- fr UA 2031.0 1.2 243.,".2 r Ytmlel Attic 30.,0 5'78. 0' L.201 2,5'73.6 bYaNr Attic 19. 0 150.0 2.00 3610.0 Slagle Assembly 19.0 Wmo 2. 00 294.0 -- Sib 243.0 8. 9 2162. 7 Slabwn-GraaW -0 243.018.80 4 W.-4 Rsd M.0 1.0 356.2 l A`sd Wood Adjeweat 19,0 W,0 2,20 876.2 Pf 2571.0 7.4 1905.4 Ppactice 12 2571.0 7.40 79025A 70TAI WINTER POINTS 20481.57 HEATIAIG j TOTAI CAP x l7JCT k S3•'STr.iy ,k CREC7IT w' HEATING .WIN PT:.,` HUl T POINTS f COHPOW RATIO rYUJ T' HUl T' HVI. T- POINTS 27J,481.57' ..55 15, 114.86 f 28,241.02 1.00 V.070 50o . 950 14,353.50 .1t•.1Y.7th'.I�'�'.�!'.k'#.7�'.�•.,X'Jt'f�•.�'.�'.1�•.Jt'.7k J�'.Ol'.al'.7t'.1P.a1'.i�'.f�'.K'.3YX'.R'.�'.iC.X'.k•.X'.k'.k'.7C.�t'.7l'.X.�'�1'�'.C.K'.�••k'.1C.�1'.�1'.1�dt'�1'.h•.R'.�'.#'.�'•�'.7�'.yl'.k".�'.N'.�1'.Jt'.1F".ri•.X'.%'.X'.�•�'.k')t'.�'-�' STA TEft• r'rEA TI itf 2 ar,�r.�•,xar•.x•.�•.�arar.x•.�.x•.�rar.�arar�t�t.�•.ar.�•,x'ar.x•�r x'ar.�r.�n•.�r.k.x-.,�',r.�.K•..n•.ar.�rrt•.�•.x�-�•.;R•ar.�t-;rt•.ar.xar.�r.ar.�rar.;,�.�r.��•.;�•.�r.�.�•.�rar•.�.�.;r.�.x•.x•.�arr.'�r.�r _. w EASE* .: _ ; w_ A3—SUIT T' NUH OF. x' HUI T' 707AI J TANK VVI UNE EF TANK x iV4Y T .r• CREOI'T' _ TOTA1 RATIO 11U1 1' 3 3803.0 11,409.00 f 50 ..a0 1.000 3007.0 1.00 9,021.00 at•.x•ar.�t•.�arar�x'.�•.�rar�r.�►•arxarar.xara�•.x•.yr�ra+•ar.tar.�raryr.�r.ararrrarar.�.�r.�rarx.�.�rart.„•.x'.�rt.�•�•�rpati•.�r#•�r.�r�r.�,�.�rarx•a�•.�atx'.�•.�rta►•ar,�r•�r�r,�.� SOMA RY .tarararx•.sr.�•arxar.�rarar.�rarta►•.�rartarar.tar.agar.t�•.�rar.t.s+•.x•ararx•.x•xarar.x•.tar.ararx,�•.�r.�rx•.�•.�r.tar.arararar.m•.ar.tai•.;�•.�r.tai•-�rarar.�•.x•.tar.�rartararar SASE .... f AS-&iill. T ............ .._. _..___....._ coal live HEA rlAfG UOT WATER TOTAL / COOLING HEATING HOT' WATER TOTAI POINTS >+ POINTS ' POINTS - POINU f POINTS t POINTS f POINTS POINTS ------------------ 14561.2 15114. 9 11409.0 41,085.06 f i,7042..a 14353.5 902 1.0 40,4 16.80 ar.ararta►•.ar.�.t.n•.ar.t,t.sr-arxar.a�• * EPI .... 98.3.'' # �•.artararar.tar.arartarararararar 1 E'iYERi;;F' t,Yillt%E For U'et di lt.d ie)r7raid boli of the EPI rd t i try riuivber Or foe, day ITER listed, ds A, yowl` Rall oet" Aur EP1-' 98,4 OCA Fgrm 660A...<1 lit` Firs 6006-*3 0 10 20 30 40 50 60 70 E0 90 100 Me odviourrr .: 1.Ii�w tila� FPV .is 100. Mt.s 1uawer the F'F'I the more er`r`'l it,`r t t`Ije cruise RE:'MENTIAI EWERGY PERFORHAMCF RrS T MY' SSE"Ei HEN HONE' VAI UE Loa E-ffic lericy :sigh Efficiency SING CLR AW T'.INT. WI Nt,14OWS. . . . . ., hWP'4lL A TION..., .. .. , . ., ... . .. . . „ .. . . R-1 it F`-•.30 Ceill"/is+ R-f'dlue.. .. . ., . . .. ,iGr..O i.....__._....___.___........__.__-__._�f WdII R, Iue. .. .,. . 26..0 ...... ... _._.....___ R--0 R-19 FLoor R-vdI ve.. . . . ., , . . ., 19.0 f� ..____....__.....__._.....___....__._.._,�•f, AIR ICOW+'1 TIVNER., . . . ., . ,.. ., ., .. . 10.0 .SEER 17.0 . . .. . . . .. . . . .. .. .. .. .. 10.0 _f HEAVING SFSTEH. .. . . . . . . . .. . . . . 6.8 HSPF 12.0 Elet-11 6 MPF. . . . . . . . . . .. 6.1.47 # _.....__.....___....__._.__---___� WA T FR HEA TER. . .. . . . . . „ . .. . . . . . 0.66 0. i> Eler'tria EF, .. , . . .. . . . .. . . . .. 0.00 /.....---......-_-..._-_.___...--_....__f, 0. 54 0. 90 Fd.•.. E'F. . . . . .. . . . .. . . . .. 0.60 f ---X -_........_._...._--..---.....,_-/ 0.40 0.80 solarET. .. . . . .. . . . .. .. . .. r_..__.._...._-_.....__.....___._..__.......-1 0THEW FEATURES. .. . ,. . .. ... ., .. . . . I certify d:hdt i'ht,ve r.stie/',%v S,: vi09 f"eeiturt-ss t`etvi.ired ivr Erie FIOt`.idd Ent<sr`yY Cuar'r;, lidVe bee/? I'nstdlled I'ri tlris r'iuust guilder +le:_. CI't:;t�/fes llt? Florida Errtarq. Cvtr'e fvt` Sililu'iliy COJnStIW'Ct!Oet - 1993 Floriud of Cofiimuni l.y Affairs FL-EPL CAR093 EAERO Y VOTOE For detalled iitfbrmdtioa of the EPIrating aultiber or for day ITEH listed, ask your Errrluer for EPI! 95.4 OCA Foiw 6VOA-93 or Form 60o,8-93 0 10 20 30 40 5c',, 60 70 80 90 /00 The MWOUN 010*01e EPT is 100. The Mover the Ell the Fiore efficiemt the hone RESIDENTIAl ENWRGY AERFORAANCE' R4 TING SWET' ITER Hl.XE WA I U6- low e:F'f fie lent...."y high Ef ficleacqy SINGA CI 061 TIM Clear, ------------- INSWATION'.. . .. .. .. .. . . . . . . . R--/0 R-30 30.0 R--0 R-7 fall R-Qlae. . . . . . . . . Mo /__....___..__......._--.._._--__-X/ R-0 jq�-19 Fj.00r 19.0 -------------------- A 1R CAMPI TIONER. . . . . . . . . . . . . 10.0 r,E FR 17.0 W.0 1.'_-...---.__-- ._-_..._____- HE'ATINC AW------------------HEATING SYSTEN. . . . 6.8 H3P-f- U.0 Elevtr,icH,115,PF. .. . . . .. . . .. . . . 6-9 WATER WATER. . . . . . . . . . . . . . . . 0.X 0. 05 Electr& EF. .. . .. .. . . . .. .. . .. 0.06t /--- ,....- _.....--...-----_./ 0.5*4 0. 90 Gas 0.60 /..._-X:._. _._.....____-._.__/ 0.46) 0.84, 3oldr 17.. .. . . . .. . . . .. . . . . --------------------- OTHER FEARREM . . . . .. . .. . . .. . I certifY that the; emerg y fe'ritures rt'qdired for the Flor'i.-,da bdie Wea 10SWIed 10 this house. Builder 14; SaIlding coastractioa - 1993 Florida DeparKent of Ctxmuaity Affairs FY-EPI CARL" 93 ROBERT G KELVIN P E CONSULTING ENGINEER TRANSMITTAL TO NEBEL S E DATE 08109195 PROJECT ATTN ROBERT STOKER STAMEN RESIDENCE WE ENCLOSE DWG NO DESCRIPTION 3COPY CALCS. FOR APPROVAL FOR INFORMATION FOR YOUR USE X AS REQUESTED FOR REVIEW REMARKS SIGNED AND SEALED TKS, BOB SIGNED ! COPY 1802, 1605 COLUMBIA PINES LANE, BRANDON, FL 33511: 813-661-0824: FAX 813-684-2668 • Hebei A rr\lk Southeast ' P.O.Box 769269 1000 Holcomb Woods Parkway Suite 306 Roswell, GA 30076 Tel:(404)641-1301 (800)99HEBEL Fax: (404)641-7811 July 21, 1995 Project: The Standen Residence Atlantic Beach, Florida To whom it may concern: The attached Notes, Details and Tension-Tie Wall Plan concern construction of exterior load bearing walls using Hebei Precast Autoclaved Aerated Concrete, PAAC block supplied by Hebei Southeast Corporation. Calculations to substantiate details for this project have been prepared and based on this, these details have been proved to be structurally adequate for the imposed loading conditions applicable to the referenced project. Please note that the enclosed document is prepared, signed and sealed by a 4icensed engineer in your state. Please do not hesitate to call us if you have any questions or comments concerning this matter. Sincerely yours, REBEL SOUTHEAST / Bruce A. Phillips Structural Engineer _ice BIZ/�S Design Calculations EPro�je;ct4 E.S.Job# Prepared By Date 11 Reviewed By Date 6Y tff�� Calculation Number Sht. of Approved By Date t /G BES MWFRS The width of the edge strips "Z"for walls and roofs shall be determined by: 10% least horiz dim (.10) ( *�5 ) = 4•S 40% eave height (.40) ( 21 pick lowest 4% least horiz dim (.04) ( 4:� 5; _ 3.0 feet = 3.0 pick largest X=2 Z 2 (,4s) = 9 Feet See fig 1606.2B 1 or 16O6.2B2 for X&Z 702977A Design Calculations Project E.S.Job N Prepared By Dat r 5T p� ,��siOr.-AGE - ,eGiAf Z-cj� Subject/Title Reviewed By Date �r2: , TrC� BYE Calculation Number Sht. of Approved By Date LOADS Wind Speed //2�:, MPH See Fig 1606 SBCCI Roof Dead Load AZ5 P S F Live Load 20 PSF See Table 1604.6 or Roof Drawing Floor Dead Load - Live Load 4-c) Bond Beam Hebel Wall for 8" wall units 26# per LF gravity and (2/3)(26)= 17.33 resists uplift CONDITION TO REVIEW FOR REBEL WALL UNIT CONSTRUCTION: ✓ Roof Uplift and Reactions Structural Stability/ Overturning p4 Wall Bearing Loads at Trusses aA,—' Wall Bearing Loads at end of Lintels ,OAC Lintels 8Y aTtf�e U-Block Lintels Bond Beam Shear Walls ✓ Tension Ties J-Bolts or Hurricane Straps &5, o?r-f�e5 el - 702977A Design Calculations pg7��D�� S Job# Prepared By � 4�6 Date Subject(Title � Reviewed By Y Date Calculation Number Sht. of Approved By Date TENSION TIES (#5 Threaded Rebar) 5/8" Dia. rod root area= .207 square inches AISC 9th ed. Pg 4-147 Allowable strength : assume A307 Steel @ 3 3.0 ksi Ft = 6.1 kips per rod see Table 1-A page 4-3 Fv= 3.1 kips per rod see Table 1-C page 4-4 loading type single shear plane Increase for wind ( if required) Ft wind=6.1 (1.33) = 8.1 kips per rod—j Fv wind 3.1 ( 1.33 )=4.1 kips per rod HURRICANE STRAPS & 7-BOLTS The hold down type and designation is to be called out by client and design shall be the responsibilty of the owners builder or architecture. 702977A Design Calculations Project E.S.Job# Prepared By Date Subject/Title7-1-18- :5w---A � Reviewed By Date r4 A�`f Calculation Number Sht. of Approved By Date I TENSION TIE LAYOUT 21REQUIRED i I -- Design Calculations Project E.S.Job# Prepared By Date Subjectrritle Reviewed By Date r 2� -=�4-S-* Calculation Number Sht. of Approved By Date EBL AL I V R INCO FO F S POR BEAMS SUPPORTING SECOND FLOOR W1 X3 / (COHORDINATE TRUSSES WITFRAMING I W 6X 6 I 3' DI MEI-ER MEI-ERPRE COL. (SCHEDULE 4 )) B LO I T 1 l —— --- -- -- 1— - — -- - X F- 11 _ W 6X 6 I 41 I FW l SIMPSON HURRICANE STRAP AND HOLD DOWNS NAIL TO TRUSSES PER MFGR'S SPECIFICATIONS, 00 TYPE M MORTAR OR 3000 PSI CONCRETE FILLED CONTINUOUS BOND BEAM 2—#5 BARS LAP 26' MIN. BEND 90' /LAP 25' AT CORNERS, USE CMU BLOCKS -ROOF TRUSS ANCHOR STRAP STANDEN RESIDENCE ATLANTIC BEACH , FLORIDA DRAWN BY J.P. HL' BEL SOUTHEAST ROOF TRUSS ANCHOR STRAP IMTO 8/6/g5 P.O. BOX 769269 ROSWELL, GA 30076 W" N.T.S B.P. (404) 641-1301 Du"c No, DT—I . .I j CMU A. HURRICANEV-1 PRECAST CONCRETE STRAPS OR LINTEL BY OTHERS J—BOLTS BY OTHERS HURRICANE4" MIN. BRG. STRAPS FLOOR SYSTEM BY OTHERS BY OTHERS LEVELING ` BED CMU PRECAST CONCRETE LINTEL BY OTHERS HESE L LEVELING CONC. SLAB BED CMU Ll STANDEN RESIDENCE ATLANTIC BEACH , EEORIDA Derr BY J.P. HEBEL SOUTHEAST WAIL SECTION Dara 6/8/e5 sc= N.T.S P.U. BOX 769269 RUS�F�ELL, GA 30076 APPSOVan 6Y H.P. (404) 641-1301 DPAWMC. NO. DT-2 SIMPSON STRAPS ROOF TRUSS 3000 PSI CONCRETE IN CMU U—BLOCK d (2)-2x PLATES—//z LATES TENSION TIE, --` -- SEE PLAN 8" HEBEL WALL UNITS ROOF TRUSS ANCHOR 0 10A, STANDEN RESIDENCE ATLANTIC BEACH FLORIDA mu"w NY J.P. HEBEL SOUTHEAST ROOF TRUSS ANCHOR VAIs a/s/95 N.T.S P.O, BOX 7+69289 ROS�PELL, GA 30076 *"*R m Bre H.P. (404) 841-1301 Dsa nrac too. DT—3 HESEL WALL UNIT GIRDER OR BEAM i CMU U—BLOCK 'Y 4" MIN. BRG. - HURRICANE STRAP STANDENESIDE R NSE ATLANTIC BEACH , FLORIDA muwm I" J.P. HEBEL SOUTHEAST WALL DETAIL mrg 8/8/95 P.O. BOX 769269 ROSWELL, GA 30076 N.T.S OM Jnr H.P. (404) 641--1301 No. DT-4 HEBEL 4" MIN, BRG. FLOOR SYSTEM CONTINUOUS CMU BOND REAM W/ 2—#5 BARS LAP 25' MIN,, BEND DO`/ LAP 25" 0 CORNERS, FILL W/ TYPE "M" MORTAR OR 300OPSI CONCRETE to ! f 4 STANDEN RESIDENCE ATLANTIC BEACH, FLORIDA DRON By j•P• HEBEL SOUTHEAST FLR. TRUSS PERP. TO NAM U73 8/8/95N.T.S P.{3. BOX 79269 ROSWELLt GA 30876 arcs VU BY H.P. (404) 841-1301 nRAVMG No. DT-5 HEBEL 3/16 WELD 14�' LONG #5 REBAR SHEAR DOWELS EVERY 4'-0!' MAX. WOOD FLOOR >3/16 /—THICK BED MORTAR TRUSSES W16x36 W16x36 y CMU Li SO SCHEDULE HEBEL 40 COLUMN —T— /121* 71-201 BR MIN, STANDEN RESIDENCE ATLANTIC BEACH , FLORIDA DmwN By J.P. HEBEL SOUTHEAST ,ATX BSB �s P.O. BOX 769269 ruz 3/8" 1 ROSWEU, GA 30076 P. (404) 641-1301, DT-6 CHU HURRICANE PRECAST CONCRETE STRAPS OR - LINTEL BY OTHERS 4-90LTS • . BY OTHERS s•' HURRICANE 40 WIN. BRG. STRAP'S FLOOR SYSTEM BY OTHERS BY OTHERS LEVELING BED CMV PPECAST CONCRETE t LINTEL VY OTHEPS lfEBEL LEVELING CoNc. SLAB BED ` lopdj Cmu 43t�f �� STAID DEN R ESI DENCIE ATLANTIC" BEACH , FLORIDA °shir" Irr '.r. HEBBEL SOUTHEAST Wdr.�, s�cr�a»r ma e/a/e5 P.O. BOX 769269 ROSWELL, CA 30076 N.r.s Arr+Orrar ar H.P. (4 Q4) 641-1301 m P�.wa gra. DT- ---- -- ' SOt1'I` 'MUSS OF 2901 AILERON CIRCLE SANFORD, FL. 32773 • (407) 843-8644 FAX (407) 321--7445 ENGINEERING PACKAGE El JOBSITE O' BUILDING DEPT. ( SEALED CONTRACTOR: P g JOB NAME; s-rAj � c PSS . ADDRESS: JOB # DWG DATE • J t m «A,C .E.S Version 7 . 1>>>>========[ 012467 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN Thu Jul 13 07 . 23 :21 199 Project #: 1916 Truss ID : T1 Family # : 108 Span 29-0 ----------Quantity--_-3------------Top—Pitch—_-7_/12------ _________________________ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2089 7-8= 1782 2-10=-261 6-8=-261 1=-1413 4.00 2-3=-1815 8-9= 1475 3-10= 383 7=-1473 4.00 3-4=-1315 9-10= 1475 3-9=-540 4-5=-1315 10-1= 1782 4-9= 979 5-6=-1815 5-9=-540 6-1=-2089 5-8= 383 _ PROVIDE FOR 1016 LBS UPLIFT AT JOINT 1 0.69) PROVIDE FOR 1016 LBS UPLIFT AT JOINT 7 0.69)) PROVIDE FOR 751 LBS HORIZ. REACTION AT DINT 1 PLATE OFFSETS (X=LEFT,Y=TOP):[]3=3,3),[j5=3,3J,[j9=4,2], 5-1-11 , 9-9-14 , 14-6 19-2-2 , 23-10-5 , 29-0 11-4 r 5-1-11 4-8-2 4-8-2 4-8-2 4-8-2 5-1-11 T 4X4 4 5X6 { tom 5�6 1X4 1X4 2 6 `^•.,�� 3X5 3X5 1 7 ■ 10 9 8 3X4 5X8 3X4 7-5-13 14-6 21-6-3 29-0 7-5-13 7-0-3 7-0-3 7-5-13 L. HL TO PH:16-9-7 R. HL TO PH :16-9-7 LEFT HEIGHT:8-4-5 SPAN:29-8 RISE:8-9-19 RIGHT HE-IGHT:8-4-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 6-7=0 .571 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 10-1=0 . 481 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @9=0 . 09 < L/360 WEBS :2*4 No. 3 19 SP ----------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 4-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont,Bracinq conn.w/2-8d nails or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WAND LOAD WILL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSURING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN PLATTHISgDESIGNST BISINSTALLED FOR-TRUSS6K EACH FACE OF FABRICATION ONLY FOR,PERMMAANENTCANDY�EXCEPT EMPORARYSBRACING(WHICH ISGX NALWAYSORMS WITi NDS REQD)CONSULTGBLDGECS SSBC TPI-91 ARHITEH OR EN INFER. = O rATF OF, ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012468 ]=========<<«SOUTHERN—DBN>>>>== Customer . PBD—STANDEN' Thu Jul 13 07 : 23 :29 199 Project #: 1916 Truss ID : H13 Family # : 314 Span : 29-0 Quantity : 1 Top Pitch 7 ./12 ------------------ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2026 6-7= 1733 2-10= 128 5-1= 128 1=-1473 4.00 2-3=-:447 7-8= 1733 2-9=-563 6=-1413 4.00 8-9= 1248 3-9= 381 4-5=-:441 9-10= 1733 3-8= 0 5-6=-2026 10-1= 1733 4-8= 381 5-8=-563 PROV:DE FOR 1055 LBS UPLIFT AT JOINT 1 0.72) PR'j7:DE FOR 1055 LBS UPLIFT AT JOINT 6 0.72)) PROM:DE FOR 676 LBS HORIZ. REACTION AT OINT 1 PLA:_ t.,SETS (X=LEFT,Y=TOP):[j2=3,3],[]5=3,3],[]9=3,2], 11— 6-6 , 13-0 6-0 , 22-6 , 29-0 �1- 6-6 6-6 3-0 6-6 6-6 4X8 4X4 3 4 _ 5 X6 ~ 5X6 2 5 3X5 3X5 1 6 10 9 8 7 1X4 5X6 .3X8 1X4 6-6 , 13-0 46-0 , 22-6 , 29-0 , 6-6 6-6 —0 6-6 6-6 L. HL TO PH:15-8-18 R. HL TO PH :15-8-18 LEFT HEIGHT:8-4-5 SPAM:29-8 RISE:7-11-5 RIGHT HEIGHT:8-4-5- ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0 . 920 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 7-8=0 .435 BOT CHORD: 2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @9=0 . 08 < L/360 WEBS : 2*4 No. 3 19 SP ------------------------------------------------------- ----------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-8 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use lx4 or 2x3 Cont.Bracin conn.w[2-8d nails or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c. TRUSS PLATESHAREBEEN NITERHN20E25802161MANUFACTURIIEDDLOAD WALL FROMiSTM A 446GHT GRD21 FT A GALVANIZEDESTEELGTYPEEXCEPT�ASSSHOWNG 10 PSF TOTAL D.L. (SBC). THISPLATy EST)ESIGNBISIFOR.-TRUSSLLED 6X EACH FACE OF FABRICATION ONLY.nR,PERMANENTCANDY�EXCEPT EMPORARYSBRACSHOIN�(WHDESICH ISGN NALWAYSORMS WIT RDS REQD)CONSULTGBLDGECS SSBC AR�HITEC�TOR-91 EN INFER. 174.55 �•ESTA?E 0 �?ED I b ===<<<<A.C.E . S Version 7. 1>>>>========[ 012469 ]=========<<«SOUTHERN-DBN>>>>== Custornem . PBD-STANDEN Thu Jul 13 07 : 23 : 37 199 Project #: 1916 Truss ID : H13A Family # : 314 Span 29-0 Quantity : 1 Top Pitch : 7 ./12 ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2032 6-7= 1750 2-10= 128 5-1= 129 1=-1476 4.00 2-3=-1453 7-8= 1750 2-9=-563 6=-1350 2.50 3-4=-1254 8-9= 1253 3-9= 381 4-5=-1455 9-10= 1738 3-8= 3 5-6=-2041 10-1= 1738 4-8= 385 5-8=-516 PROVIDE FOR 1057 LBS UPLIFT AT JOINT 1 (0.72) PROVIDE FOR 922 LBS UPLIFT AT JOINT 6 (0,68 PROVIDE FOR 676 LBS HORIZ, REACTION AT JOIN 1 PLATE OFFSETS (X=LEFTY=TOP),[j2=3,3],[)9=3,2], 11-4 6-6 13-0 ,16-0 , 23-6 , 29-0 6-6 6-6 3-0 6-6 6-6 ' 4X8 4X4 3 4 5X6 3X4 2 5 3 X5 3X5 6 1 10 9 8 7 1X4 5X6 3X8 1X4 6-6 , 13-0 ,16-0 , 22-6 , 29-0 , 6-6 6-6 3-0 6-6 6-6 L. HL TO PH:15-0-1B R. HL TO PK :15-8-18 LEFT HEIGHT:8-4-5 SPAM:29-0 RISE:7-11-5 RIGHT HEIGHT:8-4-5- ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0 . 922 TOP CHORD: 2*4 No. 2D 19 SP TOP 30 7 BOTT 6-7=0 . 438 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @9=0 . 09 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------- ----------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-8 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracinq conn.w[2-8d nails or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o,c. TRUSS PLATESHAS AREBEEN NITERHN20E25802161MANNUFACTURIIEDDFROM iSTNLOAD LA 446GHT GRD21 FT A GALVANIZEDESTEELGEXCEPT,ASSSHOWNG 10 PSF' TOTAL D.L. (SBC): THISPLATEDESIGNST BISIFORATRUSS-FABRICATION ONLYLLED 6H EACH FACE OF ,FOR,PERNANENTCANDY�EXCEPT ENPORARYSBRACSHOWN�(WHDRSICH ISGN NFORMS ALWAYSWIT NDS REQD)CONSULTGBLDGECS SSBC AR�HITEH OR E1 INEER. ti�'t �4i OF � Y 1! ===<<<<A.C,F ,S Version 7 .l»»========[ 012470 ]=========««SOUTHERN—DBN»»== Customer PBD—STANDEN Thu Jul 13 07 :23 : 45 199 Project #: 1916 Truss ID : H11 Family # : 314 Span 29-0 Quantity :-1------------Top--Pitch : 7 ./12 -------------_________________ -------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2001 6-7= 1708 2-8=-358 1=-1413 4.00 2-3=-1624 7-8= 1401 3-8= 360 6=-1473 4.00 3-4=-1401 8-1= 1708 3-7= 0 4-5=-1624 4-7= 360 5-6=-2001 5-1=-358 PROVIDE FOR 1100 LBS UPLIFT AT JOINT 1 0.75 PROVIDE FOR 1100 LBS UPLIFT AT JOINT 6 0.151 PROVIDE FOR 573 LBS HORIZ. REACTION AT DINT 1 11 5-6 , 11-0 , 18-0 23-6 29-0 ,1-4 5-6 5-6 7-0 5-6 5-6 4X8 4X4 3 4 1X4 �� iX�4 2 �—-`� 5 3X5 3X5 1 6 8 7 3X4 3X8 3X6 SPL. 11-0 , 18-0 29-0 , 11-0 ` 7-0 11-0 L. HL TO PH:12-8-13 R. HL TO PH :12-8-13 LEFT HEIGHT:8-4-5 SPAN:29-8 RISE:6-9-5 RIGHT HEIGHT:8-4-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF- LUMBER L D TOP 3-4-0 . 913 TOP CHORD:2*4 No. 2D 19 SP TOP 30 7 BOTT 8-1=0 . 969 BOT CHORD: 2*4 No. 1D 19 SP BOTT 0 10 LL.DEFL. @8=0 . 08 < L/360 WEBS : 2*4 No. 3 19 SP ------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-7 BRACED at 1/2 POINTS AS SHOWN JOVE Note;Use 1x4 or 2x3 Cont.Bracinqq conn. 2-8d nails or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c. TRUSS HAS BEEN CHECKED FOR 110 R.P,H. ND LOAD( WILL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D,L, (SBC), PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED EXCEPT AS SHOWN STEEL PLATSTIN SPCS SBC TPI-91 THISEDESIGNBISIFORATRUSSNSTLLEDbFABRICATION ONLY.FORN EACH FACE OF JINT�PERMANENTCANDSYMMETRIALLY�EXCEPT EMPORARYSBRACWN (WHDESICH ISNALWAYSGN COFORMSWREQD)CONSUIT MDS STGBLDGEARtHITRH OR ENGINEER. . O •,STATE C��„�• ,. •ver�.- ===<<<<A.C.E. S Version 7 , 1>>>>========[ 012471 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN Thu Jul 13 07 : 23 : 53 199 Project #: 1916 Truss ID : H11A Family # : 314 12-- Pan------=29= ===-------====Quantity-------=========-TopPitch - -------- ---=_ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2006 6-1= 1728 2-8=-351 1=-1416 4.00 2-3=-1630 7-8= 1405 3-8= 360 6=-1350 2.50 3-4=-1409 8-1= 1713 3-1= 4 4-5=-1634 4-7= 365 5-6=-2018 5-7=-311 PROVIDE FOR 1102 LBS UPLIFT AT JOINT 1 (0.15) PROVIDE FOR 967 LBS UPLIFT AT JOINT 6 (0.72) PROVIDE FOR 573 LBS HORIZ. REACTION AT JOINT 1 11-1 5-6 , 11-0 , 18-0 - 23-6 29-0 , 5-6 5-6 7-0 5-6 5-6 4X8 4X4 3 4 1X4 .� .� �, 1X4 2 5 3X5 3X56 1 8 7 3X4 3X8 3X6 SPL. 29-0 , 7-0 11-0 L. HL TO PH : 12-8-13 R. HL TO PH :12-8-13 LEFT HEIGHT:8-4-5 SPAN:29-8 RISE:6-9-5 RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE _OF LUMBER L TOP 3-4=0 . 914 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 8-1=0 . 973 BOT CHORD:2*4 No. 1D 19 SP BOTT 0 10 LL.DEFL. @8=0 . 08 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-7 BRACED at 1/2 POINTS AS SHOWN MD VE Note;Use 1x4 or 2x3 Cont.Bracinqq conn. -8d nails or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c. TRUSS HAS BEEN CHECKED FOR 110 H.P.H. LOAD WILL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL EXCEPT ASPLATSHOWN THISEDESIGNST BEISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDYTPORARYCEPT SBRACIN�(WHDESICH ISGN NALLWAYSWREQD)CONSULTNDS GBLDGECS SSBC AR�HITEH -OR-91 ENGINEER. O 17455 _ i OF - .�TA?E :•, , Y ===<<<<A.C.E. S Version 7 , 1>>>>========[ 012472 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 24 : 00 199 Project #: 1916 Truss ID : H9 Family # • 314 Span 29-0 Quantity 1 Top Pitch 7 ./12 -------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2095 7-8= 1784 2-10=-213 6-8=-273 1=-1473 4.00 2-3=-1197 8-9= 1549 3-10= 283 7=-1413 4.00 3-0-1816 9-10= 1549 3-9= 372 4-5=-1816 10-1= 1784 4-9=-407 5-6=-1791 5-9= 372 6-7=-2095 5-8= 283 _ PROVIDE FOR 1138 LBS UPLIFT AT JOINT 1 INT 77 PROVIDE FOR 1138 LBS UPLIFT AT JOINT 7 77� PROVIDE FOR 470 LBS HORIZ, REACTION AT 1 PLATE OFFSETS (X=LEFTY=TOP);[j9=4,2], 11-$ 4-6 , 9-0 1 14-6 , 20-0 24-6 , 29-0 ,1-4 4-6 4-6 5-6 5-6 4-6 4-6 —� C ti� e i 4X8 1x4 4X8 3 4 5 1X4 1X4 2 6 3X5 3X5 1 � 10 9 8 3X4 5X8 3X4 9-0 14-6 20-0 29-0 9-0 5-6 5-6 9-0 L. HL TO PH:18-5-1 R. HL TO PH :18-5-1 LEFT HEIGHT:8-4-5 SPAN:29-8 RISE:5-7-5 RIGHT HEIGHT:-8-4-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0 . 639 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 10-1=0 . 523 BOT CHORD: 2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @9=0 . 09 < L/360 WEBS : 2*4 No. 3 19 SP ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSURING 10 PSF TOTAL D.L. (SBC), PLATES ARE RITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL(DESIEXCEPT AS SHOWN PLATTHISEST DESIGNBISIFORALLED TRUSSbN EACH FACE OF JOINTFABRICATION ONLT JOR�PERMANENTSYMMETRICANDY4MPORARYXCEPT SBRACIINN�(WHICH ISNALWAYSGN COFORMSWIT NIS DESIN SPCS SBC TPI-91 REQD)CONSULTGBLDGEARbITRH OR ENGINEER. _ O s N55 _ taT£ooh:, I ===<<<<A.C.E. S Version 7.. 1>>>>========[ 012473 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 24: 08 199 Project #: 1916 Truss ID : H9A Family # : 314 Span 29-0 --- Quantity : 1 - Top Pitch : 7 ./12 ________ __ ________________________________________________ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2101 7-8= 1810 2-10=-213 6-8=-291 1=-1416 4.00 2-3=-1803 8-9= 1560 3-10= 283 7=-1350 L50 3-4=-1824 9-10= 1554 3-9= 376 4-5=-1824 10-1= 1789 4-9=-407 5-6=-1810 5-9= 368 6-1=-2117 5-8= 292 _ PROVIDE FOR 1140 LBS UPLIFT AT JOINT 1 (0.77 PROVIDE FOR 1005 LBS UPLIFT AT JOINT 7 10,74; PROVIDE FOR 470 LBS HORIL REACTION AT DINT 1 PLATE OFFSETS (X=LEFTY=TOP);[j9=4,2], 11-4 4-6 , 9-0 , 14-6 20-0 , 24-6 , 29-0 , 4-6 4-6 5-6 5-6 4-6 4-6 4X8 1X4 4X8 3 4 5 1X4 1X4 2 6 3X5 3X5 1 10 9 8 3X4 5X8 3X4 9-0 14-6 20-0 29-0 9-0 5-6 5-6 9-0 L. HL TO PK:18-5-1 R. HL TO PH :18-5-1 LEFT HEIGHT:0-4-5 SPAN:29-0 RISE:5-7-5 RIGHT HEIGHT:0-4-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0 . 640 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 7-8=0 . 525 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @9=0 . 10 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 H.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE NITER M20-258 216 MANUFACTURED FROM iSTM A 446 GR(D A GALVANIZED STEEL EXCEPT AS SHOWN THISPLATEDESIGNST BISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDYTEMPORARYEXCEPT SBRACINNG(WHDESICH ISGN NFORMS ALWAYSWREQD)CONSULTRDS (YBLDGECS SSBC AR6HITEff OR 91 ENGINEER. 117455 .SASE OF F •..! �.. ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012474 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN Thu Jul 13 07 : 24: 15 199 Project #: 1916 Truss ID : H7 Family # : 314 --Span -----_-29_0— Quantity : 1 Top Pitch : 7 ./12 ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2179 7-8= 1847 2-10=-112 6-8=-172 1=-1473 4.00 2-3=-1967 8-9= 1699 3-10= 232 7=-1413 4.00 3-4=-2314 9-10= 1699 3-9= 771 4-5=-2314 10-1= 1847 4-9=-593 5-6=-1961 5-9= 111 6-7=-2179 5-8= 232 PROVIDE FOR 1169 LBS UPLIFT AT JOINT 1 0.79 PROVIDE FOR 1169 LBS UPLIFT AT JOINT 7 0.79 PROVIDE FOR 364 LBS HORN, REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=5,41,[j5=5,41,[j9=4,21, 1-4, 3-6 , 7-0 114-6 , 22-0 , 25-6 ,29-0 11-4 r �3-6 3-6 - 7-6 7-6 3-6 3-6 i 6X10 2X4 6X10 3 4 5 1X4 1X4 2 6 3X5 3X5 1 7 10 9 8 3X4 5X8 3X4 7-0 14-6 22-0 29-0 7-0 7-6 7-6 7-0 L. HL TO PX :8-1-4 R. HL TO PK :8-1-4 LEFT HEIGHT:8-4-5 SPAN:29-8 RISE:4-5-5 RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0 . 501 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 7-8=0 . 491 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @9=0 . 11 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 .33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 CHORD: 3-4; 4-5 TO BE 2*6 No.l 19 SP WEB 3-9; 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.BracingH conn.w42-8d nails or T-brace of same size and grade as web conn. to narrow face w/l0d nails 6 in. o.c. PLATESHAS AREBEEN MITEKHM20-258FOR 2161MANUFACTURIEDDLOAD WEL FROKiSTM A 446GHT GRD21 FT A GALVANIZEDESTEEDLGEXCEPT,ASSSHOWNG 10 PSF TOTAL D.L. (SBC). THIPLASEDESIGNBISIFORALLED TRUSSbN EACH FACE OF TABRICATION ONLY.FOR,PERMANENTCANDY4MPORARYSGN BRACING(WHICH ISNFORMS ALWAYSWITi NDS REQD)CONSULTGBLDGECS AR�HITEC TPI-91 NEER. OFT 0 Ft C . + k ===<<<<A.C.E. S Version 7 ..1>>>>========[ 012475 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :24 : 23 199 Project #: 1916 Truss ID : H7A Family # : 314 --Span -----_-29_0--------------Quantity --_ 1 Top Pitch 7 ./12 ----------------------------------------------=========------------------------ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-2184 7-8= 1882 2-10=-172 6-8=-195 1=-1416 4.00 2-3=-1973 8-9= 1715 3-10= 231 7=-1350 2,50 3-0-2385 9-10= 1704 3-9= 777 4-5=-2385 10-1= 1852 4-9=-593 5-6=-1985 5-9= 765 6-7=-2208 5-8= 244 PROVIDE FOR 1170 LBS UPLIFT AT JOINT 1 INT 79 PROVIDE FOR 1035 LBS UPLIFT AT JOINT 7 171 PROVIDE FOR 364 LBS HORIZ, REACTION AT l PLATE OFFSETS (X=LEFT,Y=TOP);[j3=5,4],[j5=5,41,[]9=4,2], 1-413-6 , 7-0 , 14-6 , 22-0 25-6 , 29-0 , 3-6 3-6 7-6 7-6 �3-6 —r3-6 6x10 2X4 6X10 _ 3 4 5 1X4 1X4 2 6 3X5 3X5 7 1 ■ ■ 10 9 8 3X4 5X8 3X4 7-0 14-6 22-0 29-0 7-0 7-6 7-6 7-0 L. HL TO PH:8-1-4 R. HL TO PH :8-1-4 LEFT HEIGHT:0-4-5 SPAN:29-8 HISE:4-5-5 EIGHT HEIGHT:8-4-5 -----------=------------------------------------------------------------------- ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0 .502 TOP CHORD:2*4 No. 2D 19 SP TOP 30 7 BOTT 7-8=0 . 497 BOT CHORD: 2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @9=0 . 11 < L/360 WEBS : 2*4 No. 3 19 SP ------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 CHORD: 3-4; 4-5 TO BE 2*6 No,l 19 SP WEB 3-9; 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note;Use 1x4 or 2x3 Cont,Bracin conn.w42-8d nails or T-brace of same size and BLDG as web conn. to narrow face w/10d nails 6 in. o.c. TRUSS PLATESHAS AREBEEN NITERHH2OE25802161MANUFACTUREDDFRONDASTNLA 446GGRD2A GALVANIZEDENCLOSED STEEL(GEXCEPT�ASSSHOWBG 10 PSF TOTAL D.L, (SBC), THISPLATEDESIGNBISIFORATRUSS-FABRICATION ONLYN EACH FACE OF .FOR,PERMANENTCANDYSEMPORARYXCEPT SBRACSHOWNG(WHICH ISS GN NALLWAYSWREQD]Ti CONSULTGBLDGECS AR6HSSBC TEH OR E1 NEER. •� 17455 — •�SiASE OF r `L r ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012476 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN • Thu Jul 13 07 :24 : 30 199 Project # : 1916 Truss ID : H5 Family # 314 Span 29-0 - Quantity --_-1------------Top-Pitch : 7 ./12 --------------------------------------------------------------- FORCES - LOAD CASE /1 REACTIONS - SIZE 1-2=-4733 7-8=-3114 10-11= 3200 2-10-79 6-12=-959 1=-2119 4.00 2-3=-4603 8-9=-3605 11-12= 5290 3-14= 2003 7-12= 1940 10=-2206 4.00 3-4=-3976 9-10=-3146 12-13= 6913 4-14=-2596 7-11=-2601 4-5=-1380 13-14= 6147 4-13= 1473 8-11= 1608 5-6=-1380 14-1= 4044 5-13=-346 9-11=-100 6-7=-6913 6-13= 869 ' PROVIDE FOR 2064 LBS UPLIFT AT JOINT 1 (0.76 PROVIDE FOR 1705 LBS UPLIFT AT JOINT 10 0.17 PROVIDE FOR 254 LBS HORIZ, REACTION AT J�INT PLATE OFFSETS (X=LEFT,Y=TOP):[j3=3,2,5],[j7=3,5],[j8=3,2,5],[j13=4,2,5],[jl4=4,2], 1-4 2-6 5-0 9-3-18 13-7-415-4-12 24-0 26-6 24-0 1-4 —6 —6 4-3-18 4-3-10 1-9-8 4-3-18 4-3-18 —6 —6 7X6 3X6 2X4 3X4 7X6 7X6 1X4 3 4 5 6 7 8 1X4 2 9 5X7 4X6 1 10 14 13 12 11 5X8 8X8 3X4 3X8 5-8 , 13-7-4 15-4-12 24-0 , 29-0 , 5-0 8-7-4 1-9-9 8-7-4 5-0 L. HL TO PH :5-9-7 R. HL TO PK :5-9-7 LEFT HE'IGHT :0-4-5 SPAN:29-8 RISE3-3-5 RIGHT HEIGHT:0-4-5 ------------------------------------------------------------------------------- LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 688 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 13-14=0 . 812 BOT CHORD:2*6 No. l 19 SP BOTT 0 10 LL.DEFL. @13=0 . 32 < L/360 WEBS :2*4 No. 3 19 SP ---------------=—-------- SPAC --- ----------------SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3= 74 3- 5= 130 5-10= 74 10-13= 20 13-14= 35 14- 1= 20 CONCENTRATED 13= 1026 14= 343 CHORD: 3=4 4-5. 5-6. 6-1. 7-8 TO BE 2*6 No.l 19 SP WEB 4-14; -11 �RACE6 at i2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracinq conn.wt2-8d nails or T-brace of same size and grade as web conn. to narrow face C. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. W41) LOAD WE HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED EXCEPT AS STEEL GN SHOWN Ti MD DESIN SP THISEDESIGNPLATSTBISIFORATRUSSNSTLLED6FABRICATION ONLY.FORN EACH FACE OF JOINT�PERMANENTCANDSYMMETRIALLY4MPORARYXCEPT ASBRACSHOWN�(WHDESICH ISN ALWAYSWREQD)CONSULTGBLD(F OR '•��' . 27 .,�SiATL L OQr;is ��lltltntt+°� i ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012477 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN' Thu Jul 13 07 : 24 : 38 199 Project # : 1916 Truss ID : H5A Family # 314 /12--Span------=29= ===------=====Quantity== 1=====__====—Top —Pitch—_----- ------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-4111 7-8=-4032 9-10= 3457 2-14= 30 6-12= 730 1=-2486 4.00 2-3=-4032 8-9=-4111 10-11= 3482 3-14= 461 6-11=-1069 9=-2486 4.00 3-4=-5494 11-12= 5494 3-13= 2360 7-11= 2360 4-5=-6114 12-13= 5494 4-13=-1069 7-10= 461 5-6=-6114 13-14= 3482 4-12= 730 8-10= 30 6-7=-5494 14-1= 3457 5-12=-606 PROVIDE FOR 2079 LBS UPLIFT AT JOINT 1 INT 84 PROVIDE FOR 2079 LBS UPLIFT AT JOINT 9 84f PROVIDE FOR 261 LBS HORIZ. REACTION AT 1 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=5,4],[j6=3,5],[j7=5,4],[jll=2,1.5],[jl2=4,2.5],[j13=3,1.5], 1-4 2-6 5-0 9-9-14 14-6 19-2-2 24-0 26-6 29-0 1-4 —6 —6 4-9-14 4-8-2 4-8-2 4-9-14 —6 —6 i ~V. 6X10 3X4 2X4 7X6 6X10 1X4 3 4 5 6 7 1X4 2 g 4X6 4X6 1 g 14 13 12 11 18 3X4 375 6X8 3X5 3X4 (18 GA) 5-0 9-9-14 14-6 19-2-2 24-0 29-0 5-0 4-9-14 4-8-2 4-8-2 4-9-14 5-0 L. HL TO PK:5-9-7 R. HL TO PK :5-9-7 LEFT HEIGHT:8-4-5 SPAM:29-8 RISE:3-3-5 - - RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 8-9=0 . 671 TOP CHORD:2*4 No. 2D 19 SP TOP 30 7 BOTT 11-12=0 . 861BOT CHORD:2*4 No. 1D 19 SP BOTT 0 10 LL.DEFL. @12=0 . 31 < L/360 WEBS :2*4 No. 3 19 SP ------------------------- SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3= 74 3- 7= 130 7- 9= 74 9-10= 20 10-14= 35 14- 1= 20 CONCENTRATED 10= 343 14= 343 CHORD: 3-4 4-5. 5-b• 6-7 TO BE 2*6 No.1 19 SP WEB 3-13; -11 �RACEG at.1/2 POINTS AS SHOWN ABOVE Note :Use 1x4 or 2x3 Cont.Bracinq conn.w/2-8d nails or T-brace of same size and qrade as web conn. to narrow face 0.C. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT, ENCLOSED BLDG. TYPE ASSUMING 10 PSF TOTAL PLATES ARE MITER M20-258 216 M18-232,194 MANUFA6TURED FROM ASTM A 446 GRD A GALVANIZED HEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED bN EACH FACE OF JOINT, SYMMETRICALLY EXCEPT AS SHOWN11DESIGN CONFORMS WITH NDS DESIGN S '- THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND �EMPORARY BRACING(WHICH IS ALWAYS UQD)CONSULT BLDZ C OR �57ATE . ` ' ,0 R • �'`' �G`�,� r ===<<<<A.C.E. S Version 7 , 1>>>>========[ 012478 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 24 : 46 199 Project #: 1916 Truss ID : T2 Family # : 103 --Span -----_-15_4--------------Quantity --_-1---_----_---Top-Pitch-_-7_-12------ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 554 5-6= 705 2-7=-1321 7=-897 4.00 2-3=-519 6-1= 559 2-6=-10 5=-119 4.00 3-4=-579 7-1=-476 3-6= 312 4-5=-829 4-6=-244 PROVIDE FOR 751 LBS UPLIFT AT JOINT 7 0.84 PROVIDE FOR 561 LBS UPLIFT AT JOINT 5 (0.72 ` PROVIDE FOR 399 LBS HORIZ. REACTION AT JOIN 7 1-4 3-11-15 1 -8 11-4-1 15-4 1-4 3-11-15 3-8-1 3-8-1 3-11-15 4X4 3 3x4 -1.r' 1x4 2 �- 4 3X4 3X4 7 6 3X4 3X8 7-8 , 15-4 1=L T 6-8 T 7-8 L. HL TO PK:8-18-8 R. HL TO PH :8-18-8 LEFT HEIGHT :8-4-5 SPAM: 15-4 RISE:4-9-15 RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER . L 1 TOP 4-5=0 . 326 TOP CHORD: 2*4. No.21) 19 SP TOP 30 7 BOTT 7-1=0 . 739 BOT CHORDt2*4 No.2-D 19 SP BOTT 0 -10 LL.DEFL. @6=0 . 02 < L/360 WEBS : 2*4 No. 3 19 SP ------------------------------------------------------- ----------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. -OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEELfIEXCEPT AS SHOWN THIS PLATE DESIGN BEISIFORATRUSSLLED 6FABRICATION ONLY.FORJOINT, PERMANENT CANDY4MPORARYXCEPT SBRACCS SSBC TPI-91 WN�DES(WHICH ISGN NALWAYS ORMS WREQD)CONSULTBLDG IT NDS GEARHITEH OR ENGINEER. = 0 • �s~rAT�aoi:� b ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012479 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :24 :54 199 Project # : 1916 Truss ID : T2A Family # : 103 Span 14-8 Quantity--_-3 Top Pitch :-7_ 12------ ---------------------------------------- -----------____________------------ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-119 6-1= 742 3-1=-824 1=-617 2.50 2-3= 0 7-1= 663 3-7=-149 6=102 4.00 3-4=-623 4-7= 356 4-5=-623 5-7=-242 5-6=-873 PROVIDE FOR 434 LBS UPLIFT AT JOINT 1 0.64 PROVIDE FOR 580 LBS UPLIFT AT JOINT 6 0,12 PROVIDE FOR 381 LBS HORIZ, REACTION AT JOIN 1 3-3-15 7-0 18-8-1 14-8 1-4 3-3-15 3-8-i 3-8-1 3-11-15 4M , 4X4 4 3X4 ` 15'4 3 3 3X4 6 1 7 7X6 3X8 7-0 14-8 7-0 7-8 L. HL TO PH :8-1-4 R. HL TO PH :B-18-8 LEFT HEIGHT:8-8-15 SPAN:14-8 RISE:4-9-15 RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0 . 332 TOP CHORD:2*4 N0.2D 19 SP TOP 30 7 BOTT 6-7=0 . 306 BOT CHORD: 2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @7=0 . 02 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24. 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 LEFT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE NITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED EXCEPT STEEL AS SHOWN PLATST-THISEDESIGNBISIFFORA TRUSSNSTLLED6FABRICATION ONLY.FORN EACH FACE OF JINT�PERMANENTCANDSYMMETRIALLY�EMPORARYSBRACWNSHON�(WHDESICH ISGN CONALLWAYSORMSWREQD)CONSULTGBLDGEAREHITEH OR ENGINEER, r _ O •,�S"fA7EOF %E' '-�OR��'r`'� e M ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012480 )=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 25 : 03 199 Project #: 1916 Truss ID : H7B Family # : 314 Span 15-4 Quantity : 1 Top Pitch : 7 ./12 ----- --------------------------- REACTIONS - SIZE 9=-897 4.00 6=-779 4.00 PROVIDE FOR 741 LBS UPLIFT AT JOINT 9 0.83 PROVIDE FOR 553 LBS UPLIFT AT JOINT 6 0,11 PROVIDE FOR 366 LBS HORIZ. REACTION AT JOIN 9 ,1-4 3-6 7-8 8-4 11-10 15-4 11-4 , 3-6 3-6 1-4 3-6 3-6 ' 4X4 4X4 K,... 3 4 3X4 1X4 3 5 3X4 3X4 1 6 9 8 7 3X4 3X4 3X4 1-0 7-0 8-4 15-4 1-0 6-0 1-4 7-0 L. HL TO PH:8-1-4 R. HL TO PH :8-1-4 LEFT HEIGHT:8-4-5 SPAM:15-4 RISE:4-5-5 RIGHT HEIGHT:8-4-5 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L 1� TOP 5-6=0 . 358 TOP CHORD:2*4 No. 2D 19 SP TOP 30 7 BOTT 6-7=0 .285 BOT CHORD: 2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @6=0 . 07 < L/360 WEBS . _ : 2_*4 _ No. 3 19 SP ------------------------------------------------------- ----------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 N.P,H, WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L, (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL+DESIEXCEPT AS SHOWN PLATTHISEST DESIGNBISIFORALLED TRUSSbx EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY�EMPORARYEXCEPT SBRACSHOIN�(WHICH ISGN NALWAYSFORMS WIT DS REQD)CONSULTBLDG GECS SSBC NDS-91 ARtHITEH OR ENGINEER, 0 1 '� OF, = P ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012481 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :25 : 11 199 ---Project # : 1916 Truss ID : H5B Family # Span 15-4 Quantity : 1 Top Pitch : 71 12 -------------------------------------______ -------- FORCES - LOAD CASE /1 REACTIONS - SIZE 1-2= 625 4-5= 1346 2-1=-1948 1--1215 4.00 2-3=-1346 5-6= 1025 2-6= 133 4=-1183 4.00 3-4=-1581 6-7= 1025 2-5= 368 7-1=-531 3-5= 305 PROVIDE FOR 1038 LBS UPLIFT AT JOINT 70.85) PROVIDE FOR 901 LBS UPLIFT AT JOINT 4 (0.76 PROVIDE FOR 263 LBS HORIZ. REACTION AT JOINT 7 1-4 5-0 10-4 15-4 1-4 5-0 5-4 5-0 i 1r , 4X13 4X4 2 3 3X4 3�{4 1 . 4 7 6 5 3X4 1X4 3X4 1-0 5-6 10-4 15-4 1-0 4-0 5-4 5-0 L. HL TO PH :5-9-7 R . HL TO PH :5-9-7 LEFT HEIGHT :8-4-5 SPAM: i5-4 RISE:3-3-5 RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0 . 864 TOP. CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 7-1=0 . 390 BOT CHORD: 2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @5=0 . 03 < L/360 WEBS : 2*4 No. 3 19 SP ------------------------------ SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 74 2- 3= 130 3- 4= 74 4- 5= 20 5- 6= 35 6- 1= 20 CONCENTRATED 5= 343 TRUSS HAS BEEN CHECKED FOR 110 M.P.E. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG, TIPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(DESIEXCEPT AS SHOWN PLATTHISEST DESIGNBISIFORALLED TRUSSbN EACH FACE OF JOINTFABRICATION ONLY.FQR�PERMANENTSYXMETRICANDY�EXCEPT EMPORARYSBRACINN�(WHICH ISNAGN LWAYSRMSWREQD)CONSULTGBLDGEAREHITEH OR ENGINEER. •,�,SfATE OFT',� ••�O R C: �� ===<<<<A.C.E . S Version 7 ..1>>>>========[ 012482 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :25 : 18 199 Project # : 1916 Truss ID : MGT1 Family # : 201 Span 5-0 Quantity : 1 Top Pitch : 7 ./12 -----------___________________----------------___________________ ________ FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-111 4-1= 146 2-4=-169 1=-1026 4,00 2-3= 0 4=-1026 2.50 3-4=-89 PROVIDE FOR 662 LBS UPLIFT AT JOINT 1 0,65 PROVIDE FOR 819 LBS UPLIFT AT JOINT 4 '0.80 PROVIDE FOR 265 LBS HORIZ, REACTION AT JOIN 1 2-6 5-0 2-6 2-6 f 1X4 , } 3 X 4 1 4 5X5 5-0 5-0 L. HL TO PH:5-9-7 LEFT HEIGHT:0-4-5 SPAN:5-0 RISE:3-3-5 RIGHT HEIGHT:3-3-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 120 TOP CHORD: 2*4 No.2D 19 SP TOP .30 7 BOTT 4-1=0 . 723_ BOT CHORD:2*6 No. l 19 SP BOTT 0 10 LL.DEFL. @0=0 . 00 < L/360 WEBS : 2*4" No. 3 19 SP ---------------------------------------------------------------------------- SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1,33 UNIFORM 1- 3= 14 4- 1= 360 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED EXCEPT AS SHOWN STEEL PLATSTTHISEDESIGNBEISIFORATRUSSNSTLLEDbFABRICATION ONLY.FORN EACH FACE OF JOINT�PERMANENTCANDSYMMETRIALLY4MPORARYXCEPT ASBRACSHOWN�(WHDESICH ISNALWAYSGN COFORMSWREQD)CONSULTGBLDGLAR6HITEC�'TOR- ENGINEER. _ O •�IA7E aaT�,L F '•.�0 g x .'�� I ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012483 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN • Thu Jul 13 07 : 25 :26 199 Project # : 1916 Truss ID : HGT1 Family # 314 --Span--- 7-0 Quantity : 1 Top Pitch : 7 ./12 ----------------------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-3254 4-5= 2765 2-6= 1549 1=-2563 4.00 2-3=-2765 5-6= 2765 2-5= 0 4=-2563 4.00 3-4=-3254 6-1= 2765 3-5= 1549 PROVIDE FOR 1805 LBS UPLIFT AT JOINT 1 INT 70 PROVIDE FOR 1805 LBS UPLIFT AT JOINT 4 10� PROVIDE FOR 121 LBS HORIZ. REACTION AT 1 - PLATE OFFSETS (X=LEFT,Y=TOP);[j5=2.5,2],[j6=3,1], 2-4-8 4-7-8 7_0 � 2-4-8 i 2-3 2-4-8 `f? 4X8 4X4 2 3 4X6 4X6 1 4 6 5 2X5 5X5 2-4-8 + 4-7-8 7-0 , 2-4-8 2-3 2-4-8 L. HL TO PH:2-9 R. HL TO PH :2-9 LEFT HEIGHT:8-4-5 SPAM:7-8 RISE:1-8-15 RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER . L D TOP 1-2=0 .459 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 6-1=0 .569 BOT CHORD:2*6 No. l 19 SP BOTT 0 ' 10 LL.DEFL. @6=0 . 03 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 4= 74 4- 1= 695 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(IEXCEPT AS SHOWN PLATTHISEST DESIGNBISIFORALLED TRUSSbN EACH FACE OF JOINTFABRICATION ONLY.FOR�PERMANENTSYMMETRICANDY4MPORARYXCEPT SBRACIINN�(WHICH ISGN NFORMSALWAYSWREQD�CONSULT'BLDGEARCHITEHTOR ENGINEER. - 17455 =.SATE OF , ===<<<<A.C.E . S Version 7. 1>>>>========[ 012484 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :25 : 33 199 Project # : 1916 Truss ID : H2 Family # 314 Span 7-0 Quantity : 1 __________Top_ Pitch : 7 ./12 FORCES - LOAD CASE 11 REACTIONS SIZE - 1-2=-505 4-5= 419 2-6= 103 1=-494 4.00 2-3=-419 5-6= 419 2-5= 0 4=-494 4.00 3-0-505 6-1= 419 3-5= 103 PROVIDE FOR 423 LBS UPLIFT AT JOINT 1 0.861 PROVIDE FOR 423 LBS UPLIFT AT JOINT 4 0.86) PROVIDE FOR 109 LBS HORIZ. REACTION AT JOIN 1 1-4 2-0 5-0 7-0 1-4 2-0 3-0 2-0 i 4X8 4X4 2 3 3'X4 3X4 1 � � 4 6 5 iX4 3X4 2-0 , 5-0 7-0 , 2-0 3-0 2-0 L. HL TO PH :3-3-13 R. HL TO PH :3-3-13 LEFT HEIGHT :8-4-5 SPAM:7-8 RISE:1-6-5 RIGHT HEIGHT:8-4-5 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0 . 212 TOP CHORD:2*4 No.21) 19 SP TOP .30 7 BOTT 4-5=0 . 100 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 . 10 LL.DEFL. @6=0 . 00 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------- SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 4= 74 4- 1= 20 CONCENTRATED 5= 55 6= 55 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD! WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED EXCEPT AS SHO STEEL WN PLATSTTHISEDESIGNBISIFORA TRUSSNSTLLED6FABRICATION ONLY FORN EACH FACE OF JOINT�PERMANENTCANDSYMMETRIALLY�EMPORARYSBRACINSHOW �(WHDESICH ISN ALWAYSGN COFORMSWREQD)CONSULTGBLDGEAR6HITEff OR-ENGINEER. 1,7455 - A aFT FL'/�•0 R� . � F ED 11,10 ===<<<<A.C.E . S Version 7 .1>>>>========[ 012485 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 25 : 43 199 Project # : 1916 Truss ID : AT1 Family # : 403 Span 30-0 Quantity : 5 Top Pitch 7 ./12 - --------- --------------------------------- REACTIONS - SIZE 1=-1668 4.00 9=-1211 4.00 ll=-1197 8.00 PROVIDE FOR 818 LBS UPLIFT AT JOINT 1 0,49 PROVIDE FOR 536 LBS UPLIFT AT JOINT 9 0,44 _ PROVIDE FOR 772 LBS UPLIFT AT JOINT 11 �0,6 ) PROVIDE FOR 555 LBS HORIZ, REACTION AT DINT 1 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=3,3],[j7=3,3],[jl2=6,3,3],[jl3=5,3], 1- 5-5-2 18-10-4 15-0 19-1-12 1 30-0 1-4 5-5-2 5-5-2 1-18-7 -3- 5-5-2 5-5-2 2-3-5 1-10-7 5X6 3X4 5 3X4 7X6 4 6 7X6 3 1 -�'. 7 3X4 3X4 2 16 8 6-6 3X5 3X5 1 9 15 14 13 12 11 10 2X6 18X10 4X5 2X6 4X5 18X12.5 (16 GA) 5-5-2 9-4 18-10-4 19-1-12 28-8 24-6-14 30-0 r 5-5-23-10-14 8-3-8 1-6-,4 5-5-2 L. HL TO PK:17-4-6 R. HL TO PH :17-4-6 LEFT HEIGHT:8-4-5 SPAM:38-8 RISE:9-1-5 RIGHT HEIGHT:8-4-5 ----------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 6-7=0 . 807 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 11-12=0 . 987 BOT CHORD:2*8 No. l 19 SP BOTT 0 10 LL.DEFL. @12=0 . 30 < L/360 WEBS : 2*4 No. 3 19 SP --------------------------------------- ------------------------------ SPAC-ING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 9= 74 9-12= 20 12-13= 145 13- 1= 20 CHORD: 3-4' 4-5; 5-6; 6-7 TO BE 2*6 No.l 19 SP WEB 7-11 BiACED at 1/2 POINTS AS SHOWN BOVE Note:Use 1x4 or 2x3 CCont.Bracinq conn.w 2-8d nails or T-brace of same size and grade as web conn. to narrow face w/lOd nails 6 in. o.c. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. W NO LOAD WILL HEIGHT 10 FT ENCLOSED BLDG. TYPE ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 M16-218,155 MANUFRTURED FROM ASTM A X46 GRD A GALVANIZED HR(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED bN EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN DESIGN CONFORMS WITH NDS DESIGN SPECS SSBC ND -9 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIN�(WHICH IS ALWAYS REQD)CONSUU BLDG �ER. . S-rAT�OF, = ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012486 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 25:51 199 Project #: 1916 Truss ID : GT1 Family # : 110 Span 30-0--------------Quantity- : 2 Top Pitch 7 ./12 ------------------------------------------ FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-1364 7-8=-695 2-12= 2139 5-9=-4181 1=-4088 4.00 2-3=-4625 8-9=-695 2-11=-2542 6-9=-410 7=-441 4.00 3-4=-1993 9-10=-1126 3-11= 3090 6-8= 92 9=-6092 8.00 4-5=-1993 10-11= 3995 3-10=-3141 5-6= 1303 11-12= 6320 4-10= 1589 6-1= 810 12-1= 6320 5-10= 3934 PROVIDE FOR 2033 LBS UPLIFT AT JOINT 1 0.50) PROVIDE FOR 233 LBS UPLIFT AT JOINT 7 (0.52 PROVIDE FOR 2885 LBS UPLIFT AT JOINT 9 0.47) PROVIDE FOR 566 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP);[j3=3,3],[j5=3,3],[j9=2.5,2],[j10=4,2],[jll=2.5,2J,[jl2=3,1.5], 1-4 4-0-12 9-4 15-0 20-8 , 25-11-4 30-0 i14-0-12 5-3-4 5-8 5-8 5-3-4 4-0-12 4X4 4 5X6 5X6 3 5 4X5 ;4X5 2 3}{5 4X6 7 1 ■ 12 11 10 9 8 3X5 5X5 7X8 5X5 3X4 4-0-12 9-4 15-0 20-8 25-11-4 30-0 4-0-12 5-3-4 5-8 5-8 5-3-4 4-0-12 L. HL TO PH:17-4-6 R. HL TO PH :17-4-6 LEFT HEIGHT:0-4-5 SPAM:30-0 RISE:9-1-5 RIGHT HEIGHT:0-4-5 ------------------------------------------------------------------------------- LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L )� TOP 1-2=0 .440 TOP CHORD:2*4 No.21) 19 SP TOP 30 7 BOTT 11-12=0 . 830 BOT CHORD:2*6 No. l 19 SP BOTT 0 10 LL.DEFL. @11=0 . 09 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SPACING : 24. 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1,33 1.33 UNIFORM 1- 7= 74 7- 9= 20 9-12= 377 12- 1= 20 CONCENTRATED 12= 1106 2 MEMBERS NAILED TOG. W/l ROWIS) OF 16d NAILS 12 in. o.c.(TOP CHS.),W/1 ROW(S) OF 16d NAILS 12 in. o.c(BOTT. CHS.) For Webs use 1 ROW of in. o.c. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 10 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAv�'�( PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN PLATE MUST BE INSTALLED 6N EACH FACE OF JOINT, SYMMETRICALLY EXCEPT AS SHOWX)DES�GN CONFORMS WIT NDS DESIGN SA THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND �EMPORARI BRACING(WHICH IS ALWAYS REQD)CONSULT BL_flG R-;: 1� 0 it S �,,��I,11ED tW%%% 3 ===<<<<A.C.E . S Version 7 , 1>>>>========[ 012487 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN Thu Jul 13 07 :25 :59 199 Project # : 1916 Truss ID : MH14 Family # : 313 Span :-15_6--------------Quantity --_ 2 Top Pitch 7 ./12 ----------------------------------------------=========------------------------ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-163 5-6= 110 2-1= 138 1=-841 4.00 2-3=-128 6-1= 653 2-6=-630 5=-716 2.50 3-4= 0 7-1= 653 3-6= 404 4-5=-52 3-5=-659 PROVIDE FOR 325 LBS UPLIFT AT JOINT 1 0.39 PROVIDE FOR 537 LBS UPLIFT AT JOINT 5 0.75 PROVIDE FOR 576 LBS HORIZ. REACTION AT JOIN 1 PLATE OFFSETS (X=LEFTY=TOP):[j2=3,3], ,1-4 7-0 14-0 15-6 7-0 7-0 1-6 4X8 3 1X4 y+a , 5X6 2 3X4 1id 7 6 5 1X4 3X4 3X4 7-0 14-0 15-6 7-0 7-0 1—6 L. HL TO PIS:16-2-8 LEFT HEIGHT :8-4-5 SPAN:15-6 RISE:8-6-5 RIGHT HEIGHT:8-6-5 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 603 TOP CHORD:2*4 No.21) 19 SP TOP 30 7 BOTT 6-7=0 . 283 BOT CHORD: 2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @7=0 . 02 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, WEB 4-5; 2-6; 3-6; 3-5 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracinq conn.wl8d nails or T-brace of same size and grade as web conn, to narrow face w/10d nails 6 in. o..c. TRUSS HAS BEEN CHECKED FOR 110 A.P.H. WIND LOAD, WE HEIGHT 10 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(DESIEXCEPT AS SHOWN PLATTHISEDESIGNBISIFORATRUSSNSTLLED bN EACH FACE OF JINTFABRICATION ONLY,FOR�PERMANENTSYMMETRICANDY4MPORARYXCEPT SBRACIN�(WHICH ISGN NOR S ALWAYSWIT NDS DESIN REQD)CONSULTGBLDGECS SSBC TPI-91 ARHITEH OR ENGINEER. _ O � '•. ATE OF<',� ERED ===<<<<A.C.E . S Version 7 , 1»>>========[ 012488 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN Thu Jul 13 07 :26 : 08 199 Project #: 1916 Truss ID : MH12 Family # : 313 --Span —_-15_6--------------Quantity --_ 1 Top Pitch : 7 ./12 ------------------------------------------------------------------------ ----- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-851 5-6= 267 2-7= 118 1=-841 4.00 2-3=-310 6-7= 727 2-6=-534 5=-716 2.50 3-4= 0 7-1= 727 3-6= 365 4-5=-126 3-5=-617 PROVIDE FOR 366 LBS UPLIFT AT JOINT 1 0,44 PROVIDE FOR 496 LBS UPLIFT AT JOINT 5 0,69 PROVIDE FOR 494 LBS HORIZ. REACTION AT JOIN 1 11-4 , 6-0 ,_ 12-0 , 15-6 , r 6-0 6-0 3-6 4X$ 1X4 �,,,... 3 4 3X4 2 3X4 1 � � 7 6 5 1X4 3X4 3X4 6-0 12-0 15-6 6-0 6-0 3-6 L. HL TO PK:13-18-11 LEFT HEIGHT:8-4-5 SPAM:15-6 RISE:7-4-5 RIGHT HEIGHT:7-4-5 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER . L D TOP 1-2=0 . 463 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 7-1=0 .247 BOT CHORD: 2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @7=0 . 02 < L/360 WEBS : 2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 .33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. WEB 3-5 BRACED at 1/2 POINTS AS SHOWN AOVE Note;Use 1x4 or 2x3 Cont.Bracin conn.w 2-8d nails or T-brace of same size and gDrade as web conn. to narrow face w/10d nails 6 in. o.c. TRUSS PLATESHAS AREBEEN NITERHN20E25802161MANUFACTUREDDLOAD FROM iSTNLA 446GHT GRDI0 FT A GALVANIZEDESTEELGE%CEPT,ASSSHOWNG 10 PSF TOTAL D.L. (SBC), THIPLASEDESIGNST BISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDYfENPORARYEXCEPT SBRACWN�(WHDESICH ISGN NFORMS ALLWAYSWIT REQD)CON5ULT BLDGECS SSBC TPI-91 AR6HITEH OR ENGINEER. • ATE OF , 0 it '"f-''�ER ��ED �S'`1 `1 ' ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012489 ]=_ ==<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN' Thu Jul 13 07 : 26 : 16 199 Project #: 1916 Truss ID : MH10 Family # : 313 Span 15-6 Quantity --:-1------------Top—Pitch—_-7_/12----------------------- ------ ----------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-840 5-6= 423 2-6=-341 1=141 4,00 2-3=-490 6-1= 716 3-6= 326 5=-116 2,50 3-4= 0 3-5=-626 4-5=-200 PROVIDE FOR 401 LBS UPLIFT AT JOINT 1 0,48 PROVIDE FOR 461 LBS UPLIFT AT JOINT 5 �0,64� PROVIDE FOR 413 LBS HORIZ, REACTION AT JOIN 1 1-4 5-0 10-0 15-6 5-0 5-0 5-6 4X3 8 1X4 1X4 3 3X4 1 - � 6 5 3X4 3X4 18-0 15-6 10-0 5-6 L. HL TO PK :11-6-15 LEFT HEIGHT:8-4-5 SPAN:15-6 RISE:6-2-5 RIGHT HEIGHT:6-2-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0 . 381 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 6-1=0 . 402 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 " 10 LL.DEFL. @6=0 . 02 < L/360 WEBS : 2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, WEB 3-5 BRACED at 1 2 POINTS AS SHOWN 1OV9 Note;Use lx4 or 2x3 Cont.Bracing conn, 2-8d nails or T-brace of same size and grade as web conn. to narrow face w/lod nails 6 in, o,c, TRUSS HAS BEEN CHECKED FOR 110 N .H. ND LOAD( WILL HEIGHT 10 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITER N20-258 216 MANUFACTURED FROM OSTM A 446 GRD A GALVANIZED S)TEEL(IEXCEPT AS SHOWN PLATTHISEDESIGNST BISIFORATRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDYTPORARYCEPT SBRACING(WHICH ISGN NFORMS ALLWAYSWIT NDS REQD)CONSULTGBLDGECS SSBC TPI-91 ARHITEH OR ENGINEER. J r 0 -c. 170 it 4 ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012490 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN Thu Jul 13 07 :26 :23 199 Project #: 1916 Truss ID : MH8 Family # : 313 Span 15-6 Quantity : 1 Top Pitch : 7 ./12 ----------------------------------------------=========--------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-940 5-6= 515 2-6=-261 1=-841 4.00 2-3=-668 6-1= 199 3-6= 285 5=-116 2.50 3-4= 0 3-5=-683 4-5=-214 PROVIDE FOR 429 LBS UPLIFT AT JOINT 1 (0,51) PROVIDE FOR 432 LBS UPLIFT AT JOINTS 0,60 PROVIDE FOR 331 LBS HORIZ, REACTION AT JOINT 1 11-4 , 4-0 8-0 -- 15-6 4-0 4-0 7-6 LY, 4X8 3 1X4 4 1X4 „r.- � � 2 _ 3X4 6 5 3X4 3X4 8-0 — , 15-6 , 8-0 7-6 ' L. HL TO PK:9-3-2 LEFT HEIGHT:0-4-5 SPAN:0-6 RISE:5-8-5 RIGHT HEIGHT:5-8-5 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER . L D TOP 3-4=0 . 708 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 6-1=0 . 338 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 ' 10 LL.DEFL. @6=0 . 02 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------- ------------------ STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. -OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, WEB 3-5 BRACED at 1/2 POINTS AS SHOWN AaOVE Note:Use 1x4 or 2x3 Cont.Bracinqq conn.w 2-8d nails or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in, o,c, TRUSS HAS BEEN CHECKED FOR 110 U .H. WT LOAD WEL HEIGHT 10 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED SITEEL EXCEPT ASPLATSHOWN THISEDESIGNST BEISIFORNSTALLEDTRUSSbFABRICATION ONLY.FORN EACH FACE OF JINT�PERMANENTCANDSTMMETRIALLY EMPORARYSBRACING(WH CH ISGN NALWAYSWREQD)CONSULTTi NDS GBLDGECS SSBC TPI-91 ARHITE H OR ENGINEER. 174x5�' %•�S'iATE 4oi �`L w ___<<<<A.C.E . S Version 7, 1>>>>========[ 012491 ]_________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 07 : 26 : 31 199 Project # : 1916 Truss ID MH6 Family # : 313 Span 15-6 Quantity 1 Top Pitch : 7 ./12 ---p--------------------------------------------------------------------------- -------- -------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-1033 6-1= 586 2-7=-115 1=-841 4.00 2-3=-839 7-1= 873 3-7= 140 6=-716 2.50 3-4=-122 4-1= 170 4-5= 0 4-6=-739 5-6=-172 PROVIDE FOR 451 LBS UPLIFT AT JOINT 1 0.54) PROVIDE FOR 410 LBS UPLIFT AT JOINT 6 0.57) PROVIDE FOR 249 LBS HORIZ. REACTION AT JOINT 1 1-4 3-0 6-0 10-9 15-6 3-0 3-0 4-9 4-9 4X4 3X4 1X4 3 4 5 1X4 �r 2 � x� 3X4 1 7 6 3X9 3X4 6-0 15-6 , 6-0 9-6 L. HL TO PK:6-11-6 LEFT HEIGHT :O-4-5 SPAN:15-6 RISE:3-10-5 RIGHT HEIGHT:3-10-5 ---------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0 . 282 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 7-1=0 . 399 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @7=0 . 02 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 10 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEELDESEXCEPT ASPLATST GN NWSHOWN N SPCS SSBC TPI-91 THISEDESIGNBISIFORA TRUSS NSTLLED 6FABRICATION ONLY.FORN EACH FACE OF JOINT� SYMMETRICALLY XCEPT SSHOWN ISALLWAYSREQD)CONSULTGBLDGEARMTEH OR ENGINEER. : • A OF _ QED S*,,��` . A ===<<<<A.C.E. S Version 7 . 1>>>>========[ 012492 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 26 : 41 199 Project #: 1916 Truss ID : MH4 Family # : 313 Span 15-6 Quantity : 1 Top Pitch : 7 ./12 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-1168 6-1= 0 2-8=-28 1=-1206 4.00 2-3=-1681 7-8= 1452 3-8= 359 6=-1106 2.50 3-4=-1126 8-1= 1476 3-7= 297 4-5=-1126 4-7=-651 5-6=-1022 5-1= 1866 PROVIDE FOR 718 LBS UPLIFT AT JOINT 1 0.60 - PROVIDE FOR 660 LBS UPLIFT AT JOINT 6 0.60 PROVIDE FOR 162 LBS HORIZ, REACTION AT JOIN 1 PLATE OFFSETS (X=LEFTY=TOP);[j3=5,4], 11-4 , 2-0 14-0 9-9 15-6 2-0 2-0 5-9 5-9 =f, y tir•. 6X18 2X4 3 4 4X5 1X4 - 2 3X4 1 � � 8 7 6 3X4 3X8 3X4 4-0 , 9-9 , 15-6 , 4-0 5-9 5-9 L. HL TO PK :4-7-9 LEFT HEIGHT:8-4-5 SPAN:15-6 RISE:2-8-5 RIGHT HEIGHT:2-8-5 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0 . 295 TOP CHORD: 2*4 No. 2D 19 SP TOP 30 7 BOTT 7-8=0 . 440 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @7=0 . 05 < L/360 WEBS :2*4 No. 3 19 SP --------------------------------------- ------------------------------ SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3= 74 3- 5= 111 6- 8= 30 8- 1= 20 CONCENTRATED 8= 220 CHORD, 3-4� 4-5 TO BE 2*6 No.l 19 SP RIGHT END �1ERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 10 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258.216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL( XCEPT AS SHOWN PLATTHISE MUST DESIGNBISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY FOR,PERMANENTCANDY�EMPORARYEXCEPT SBRACIINN�(WIEHICH ISALWAYS GN NFORMS WIT NOS REQD)CONSULTGBLDPE •�SiASE OF u � � i ===<<<<A.C.E . S Version 7 , 1>>>>========[ 012493 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN Thu Jul 13 07 : 26 : 50 199 Project # : 1916 Truss ID : TMH12 Family # : special Span 15-6 Quantity : 1 To Pitch : 7 ./12 Bo pitch : 12 ./12 --------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-1191 7-8=-695 8-9= 0 2-12=-931 6-10= 663 1=-841 4.00 2-3=-3584 9-10= 258 2-11= 2129 6-9=-165 8=-716 2.50 3-0-3584 10-11= 838 3-11=-210 7-9= 645 4-5=-414 11-12= 1409 4-11= 2800 5-6=-356 12-1= 997 4-10=-605 6-7=-182 5-10= 6 PROVIDE FOR 366 LBS UPLIFT AT JOINT 1 0,44) .PROVIDE FOR 496 LBS UPLIFT AT JOINT 8 0.69 PROVIDE FOR 494 LBS HORIZ. REACTION AT JOIN 1 PLATE OFFSETS (X=LEFTY=TOP);[j2=2,1.51,[j4=7,1.5],[j9=4,51,[]10=4,3],[112=3,5;, 1-4 2-2 3-8 7-18 12-8 13-4 15-6 "fr 2-2 —6 4-2 4-2 1-4 2-2 4X4 3X4 3X4 5 6 7 5 X18 4 1X4 3 4X5 2 3X4 11 18 1 6X8 6X18 ■ 12 9 8 6X6 6X8 3X4 2-2 3-8 11-18 13-4 15-6 2-2 —6 8-2 —6 2-2 L. HL TO PH:13-18-11 INTERNAL RISE:1-6 LEFT HEIGHT:8-4-5 SPAN:15-6 RISE:7-4-5 RIGHT HEIGHT:7-4-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0 . 693 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 10-11=0 . 388 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @11=0 . 20 < L/360 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. WEB 4-11 BRACED at 1/2 POINTS AS SHOWN BOVE Hote:Use 1x4 or 2x3 Cout.Bracin conn.w 2-8d nails or T-brace of same size and gqrade as web conn. to narrow face w/10d nails 6 in, o.c. PLATES TRUSS HAREAS BMITEAEEN HM20-258ECKED 02161MANUFACTUREDDFROMDiSTMLA 446GGRDHT IA GALVANIZED0 FT ESTEEIBLDG EXCEPTTYPE, ASSSHOWNG 10 PSF TOTAL D.L. (SBC). THISPLATEDESIGNST BISIFORATRUSS6N EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY4MPORARYXCEPT SBRACWINN�(WHICH ISDES GN NFORMS ALWAYSWREQD)CONSULTGBLDDGECS SSBC TPI-9y1NEER. _ o r Ar o - ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012494 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN' Thu Jul 13 07 : 27 : 00 199 Project # : 1916 Truss ID : TMH10 Family # : special Span 15-6 Quantity : 1 To Pitch : 7 . 12 Bo? pitch : 12 . 12 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-1191 7-8=-695 8-9= 0 2-13=-931 5-10=-403 1=141 4.00 2-3=-3584 9-10= 309 2-12= 2129 6-10= 709 8=-716 2.50 3-4=-657 10-11= 450 3-12= 1457 6-9=102 4-5=-567 11-12= 3096 3-11=-2544 7-9= 656 5-6=-450 12-13= 1409 4-11= 30 - 6-7=-219 13-1= 997 5-11= 303 PROVIDE FOR 401 LBS UPLIFT AT JOINT 1 0.48 PROVIDE FOR 461 LBS UPLIFT AT JOINT 8 �0.64j PROVIDE FOR 413 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT Y=TOP);[]2=2,1.5],[]9=4,5],[jl3=3,5], 1-4 2-2 3-8 10-0 11-10 13-4 15-6 -p 2-2 —6 6-4 1-10 —6 2-2 4X4 3X4 3X4 3X4 4 5 6 F . r-- 3X5 3 4X5 2 3X4 12 11 10 1 6X6 3X8 6X6 ■ 13 9 8 6X6 6X8 3X4 2-2 3-8 10-0 11-10 13-4 15-6 2-2 —6 6-4 1-10 —6 2-2 L. HL TO M li-6-15 INTERNAL RISE:1-6 LEFT HEIGHT;8-4-5 SPAM:15-6 RISE:6-2-5 RIGHT HEIGHT:6-2-5 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0 . 766 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 11-12=0 . 629BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @12=0 . 20 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL I NOT EXPOSED. WEB 3-11 BRACED at 1 2 POINTS AS SHOWN ROVE Note:Use 1x4 or 2x3 ont.Bracin conn.w 2-8d nails or T-brace of same size and grade as web conn, to narrow face w/10d nails 6 in. o.c. TRUSS PLATESgAREAS BEEN MITEXHM20E25802161MANUFACTUREDDFROMDiSTMLA 446GHT GRDI0 FT A GALVANIZEDESTEELDESIEXCEPTG. ,ASSSHOWNG 10 PSF TOTAL D.L. (SBC). THISPLATEDESIGNST BISIFORALLED TRUSS6N EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY4MPORARYXCEPT SBRACIH�(WHICH ISGN NFORMS ALWAYSWIT NDS REQD)CONSULTGBLDGEAS SBC TPI-9 WEER, ATS a T : F • .0 R% �C . ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012495 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 27 ; 09 199 Project #: 1916 Truss ID : TMH8 Family # : special Span 15-6 Quantity : 1 Top Pitch : 7 ./12 Bot pitch : 12 ./12 ----------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-1187 7-8=-694 8-9= 0 2-13=-928 5-10=-390 1=139 4.00 2-3=-3572 9-10= 378 2-12= 2121 6-10= 797 8=-114 4.00 3-4=-971 10-11= 608 3-12= 1446 6-9=-851 4-5=-837 11-12= 3085 3-11=-2276 7-9= 674 5-6=-608 12-13= 1405 4-11= 191 6-7=-268 13-1= 994 5-11= 299 PROVIDE FOR 428 LBS UPLIFT AT JOINT 1 0,51 PROVIDE FOR 431 LBS UPLIFT AT JOINT 8 0,60 PROVIDE FOR 331 LBS HORIZ, REACTION AT JOIN, 1 PLATE OFFSETS (X=LEFT,Y=TOP);[j2=2,1,5],[j3=3,1.5],[39=4,5],[jl3=3,5], 1-4 2-2 3-8 8-0 11-10 13-4 15-6 2-2 -6 4-4 3-10 -6 2-2 4X4 3X4 3X4 3X4 4 5 6 7 3X5 3 4X5 2 3X4 1 12 11 10 6X6 3X8 6X6 13 9 8 6X6 6X8 3X4 2-2 3-8 8-0 11-10 13-4 15-6 2-2 -6 4-4 3-10 -6 2-2 L. HL. TO PH:9-3-2 INTERNAL RISE:1-6 LEFT HEIGHT :8-4-5 SPAN:15-6 RISE:5-8-5 RIGHT HEIGHT:5-6-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3-0 .559 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 11-12=0 .568 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @12=0 . 15 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------- ---------- - STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 X.P.H. WIND LOAD WALL HEIGHT 10 FT ENCLOSED BLDG, TYPE, ASSUMING.10 PSF TOTAL D.L. (SBC)., PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD(( A GALVANIZED SITEEL EXCEPT ASPLATSHOWN THISEDESIGNST BISINSTALLED FOR-TRUSS6N EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDYfEMPORARYEXCEPT SBRACING(WHICH ISGN NALLWAYSWREQD)CONSULTNDS GBLDGECS SSBC AkHITEH OR E1 INEER, 1745 _ OF ',c` ===<<<<A.C.E . S Version 7 : 1>>>>========[ 012496 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 27 : 18 199 Project #: 1916 Truss ID : TR1 Family # : special Span 15-6 Quantity : 2 To Pitch : 7 ./12 Bo pitch : 12 ./12 ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-1186 7-8= 993 2-12=-921 5-9= 1446 1=-838 4.00 2-3=-3510 8-9= 1403 2-11= 2121 6-9= 2121 7=-113 4,00 3-4=-1021 9-10= 3084 3-11= 1446 6-8=-927 4-5=-1021 10-11= 3084 3-10=-2233 5-6=-3510 11-12= 1403 4-10= 727 6-7=-1186 12-1= 993 5-10=-2233 PROVIDE FOR 402 LBS UPLIFT AT JOINT 1 0.48) PROVIDE FOR 302 LBS UPLIFT AT JOINT 7 0,42) PROVIDE FOR 296 LBS HORIZ, REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP);[j2=2,1.5],[j3=3,1.5],[j5=2,1.5],[j6=3,1.5],[i8=3,5],[jl2=3,5], 1-4 2-2 3-8 7-9 11-19 13-4 15-6 2,,2' -6 4-1 4-1 -6 2-2 4X4 4 3X5 3X5 ' 3 5 4X5 4X5 2 6 3X4 3X47 1 11 10 9 6X6 3X8 6X6 12 8 6X6 6X6 2-2 3-8 7-9 11-12 13-4 15-6 2-2 -6 4-1 4-1 1-6 2-2 L. HL TO PH:8-11-11 INTERNAL -RIEE:i-6 - R. HL TO PH :8-11-11 LEFT HEIGHT:8-4-5 SPAN:15-6 RISE:4-18-9 RIGHT HEIGHT:8-4-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0 .420 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 10-11=0 .568BOT CHORD: 2*4 No.21) 19 SP BOTT 0 10 LL.DEFL. @11=0 . 18 < L/360 WEBS :2*4 No. 3 19 SP ---------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 NOTE; PROVIDE FOR 0.29 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 10 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED EXCEPT AS SHOWNPLATST STEEL THISEDESIGNBIISIFORNSTALLED TRUSSbN BACH FACE OF JOINTFABRICATION ONLY.FOR�PERMANENTSYMMETRICALLANDY4MPORARYXCEPT ASBRACSHOIN�(WHDESICH ISGN CONALWAYSORMSWREQD)CONSULTGBLDGEARHITEH OR E1 NEER. F 1 17455 �srATF of =,L FC,•.( 0 R ..C,r ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012497 ]=========<<«SOUTHERN—DBN>>>>== Customer PBD—STANDEN' Thu Jul 13 07 : 27 : 26 199 Project # : 1916 Truss ID : TR1A Family # : special Span 15-6 Quantity : 2 To pitch : 12/%12 3-4 4 .52/12 , 5-6 4 .52/12, ------------------------------------------------------------------------------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-2346 7-8=-2346 8-9= 1965 14-1= 1965 2-14=-1869 5-11= 1107 1=-1444 4.00 2-3=-7389 9-10= 2777 2-13= 4457 6-11=-3114 8=-1319 4.00 3-4=-3670 10-11= 6461 3-13= 3023 6-10= 3023 4-5=-3430 11-12= 3430 3-12=-3114 7-10= 4457 - 5-6=-3610 12-13= 6461 4-12= 1107 7-9=-1869 6-7=-7389 13-14= 2777 5-12= 0 PROVIDE FOR 743 LBS UPLIFT AT JOINT 1 0,51) PROVIDE FOR 643 LBS UPLIFT AT JOINT 8 (0.49J PROVIDE FOR 120 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP)c[j9=3,5],[j10=3.5,3),[jl3=5.5,3],[1':4=3,5), 1-42-2 3-7-12 6-6-3 8-11-13 11-10-4 13-4 15-6 2R.2.. —5-12 2-10-7 2-5-10 2-10-7 —5-12 2-2 4X4 4X8 4 5 4X6 4X6 4X5 3 6 4X5 2 7 3X4 3 X 44 8 1 13 12 11 10 6X9 4X8 4X5 6X9 14 9 6X6 6X6 2-2 3-8 6-6-3 8-11-13 11-10 13-4 15-6 2-2 —6 2-10-3 2-5-10 2-10-3 —6 2-2 L. HL TO PK:4-2-i8 INTERNAL RISE:1-6 R. HL TO PH :4-2-18 LEFT HEIGHT:8-4-5 SPAN:15-6 RISE3-6-13 RIGHT HEIGHT:0-4-5 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0 . 316 TOP CHORD:2*4 No. 2D 19 SP TOP 30 7 BOTT 12-13=0 . 544BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @11=0 . 15 < L/360 WEBS : 2*4 No. 3 19 SP -------------------------------------------------------------------------------- SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 8= 74 8-11= 20 11-12= 160 12- 1= 20 CONCENTRATED 10= 137 11= 296 12= 296 13= 137 2 MEMBERS NAILED TOG, W11' ROW S) OF 16d NAILS 12 in. o.c.(TOP CHS.),W/1 ROW(S) OF 16d NAILS 12 in. o.c(BOTT. CHS. t For Webs use 1 ROW of Hd NAILS 12 in. o.c. TRUSS HASBEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 10 FT ENCLOSED BLDG, TIPE, ASSUMING 10 PSF TOTAL PLATES ARE NITER M20-258 PLATE 216 MANUFACTURED FROM STM A 446 GR(D A GA�,VANIZED STEEL(DESIE%CEPT AS SHOWN -••F THISDESIGNST BIISIFORALLED b N EACH FACE OF TRUSS ONLY,FOR,PERMANENTCANDITEMPORARYEXCEPT SBRACWN�(WHICH ISGN NFORMS ALLWAYSWIT NDS REQD)CONSULTGN SS BL C R. ,. An <: ===<<<<A.C.E . S Version 7.. 1>>>>========[ 012498 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 27 : 37 199 Project # : 1916 Truss ID : T38 Family # : 101 Span 8-0 Quantity : 1 Top Pitch : 7 ./12 --------------- --------------------------------------------------- REACTIONS - SIZE 5=-566 4.00 3=-296 4.00 PROVIDE FOR 517 LBS UPLIFT AT JOINT 5 f0.91 PROVIDE FOR 179 LBS UPLIFT AT JOINT 3 0.61 PROVIDE FOR 220 LBS HORIZ. REACTION AT JOIN 5 1-4 4-4 8-0 4-4 3-8 4X4 ~y. 2 i _ 7X6 3 Li 3X4 1 � � 5 4 2X4 2X4 WEDGE 1-8 4-4 8-0 -0 3-4 3-8 L. HL TO PX:5-8-5 R. HL TO PH :4-2-15 LEFT HEIGHT:8-4-5 SPAM:8-8 RISE N-18-18 RIGHT HEIGHT:8-9 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 415 TOP CHORD: 2*4 No. 2D 19 SP TOP 30 7 BOTT 4-5=0 . 250 BOT CHORD:2*6 No. 1 19 SP BOTT 0 - 10 - LL.-DEFL. @5=0 . 01 < L/240 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED EXCEPT AS SHOWN STEEL PLATTHISEDESIGNBISIFORATRUSSNSTLLED bN EACH FACE OF JOINTFABRICATION ONLY FOR�PERMANENTSYMMETRICANDY�EMPORARYSBRACWSHON�(WHDESICH ISNALLWAYSGN COFORMSWREQD)CONSULTGBLDGEARHITEH OR ENGINEER. o �F�r 4no s ., -OF =;L v. ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012499 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 27 : 47 199 Project #: 1916 Truss ID : T36 Family # : 314 Span 8-0 Quantity : 1 Top Pitch : 7 . 12 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- REACTIONS - SIZE 7=-126 4,00 4=-448 4,00 PROVIDE FOR 661 LBS UPLIFT AT JOINT 7 0,911 PROVIDE FOR 317 LBS UPLIFT AT JOINT 4 0,71) PROVIDE FOR 153 LBS HORIZ, REACTION AT JOIN 7 . 1-4 3-8 5-8 L 8-0 3-0 2-8 2-4 4X8 4X4 i . 2 3 74 4 f 311 7 6 5 2X4 3X4 2X4 WEDGE 3-0 -8 2-0 2-8 2-4 L. HL TO PH :3-5-1i R. HL TO PH :2-8-7 LEFT HEIGHT:8-4-5 SPAN:8-8 RISE:2-1-5 RIGHT HEIGHT:8-8-15 LOADING (PSF)) MAX STRESSES MINIMUM GRADE OF LUMBER L b TOP 1-2=0 .257 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 7-1=0 . 326 BOT CHORD:2*6 No. l 19 SP BOTT 0 10 __ LL.DEFL. @5=0 . 01 < L/240 WEBS :2*4 No. 3 19 SP ------------------------------------ ------------------------------ SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1,33 UNIFORM 1- 2= 74 2- 3= 93 3- 4= 74 4- 5= 20 5- 6= 25 6- 1= 20 CONCENTRATED 5= 124 6= 124 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWM PLATTHISEDESIGNST BISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY4MPORARYXCEPT SBRACING(WHICH ISGN NALWAYSMS WIT REQD)CONSULTGBLDGECS AREHITEHAR ENGINEER, ,,•F •. 0 P. ED,�1 '�'��`` ===<<<<A.C.E . S Version 7.. 1>>>>========[ 012500 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 . 27 : 56 199 Project # : 1916 Truss ID : MH4A Family # 313 --Span -----_-9_0------ Quantity : 1 Top Pitch : 7 ./12 - --------------------------------------------------------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-193 4-5= 672 2-5= 332 1=-126 4.00 2-3= 0 5-1= 672 2-4=-148 4=-615 1.50 3-4=-214 PROVIDE FOR 602 LBS UPLIFT AT JOINT 1 0.83 PROVIDE FOR 593 LBS UPLIFT AT JOINT 4 j0.88� PROVIDE FOR 228 LBS HORIZ. REACTION AT JOIN 1 11-4 4-0 9-0 4-0 5-0 ' 4X$ 3 1X4 3X4 1 5 4 1X4 4X6 4-0 9-8 4-0 5-0 L. HL TO PK:4-7-9 LEFT HEIGHT:8-4-5 SPAM :9-8 RISE:2-8-5 RIGHT HEIGHT:2-8-5 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- LOADING (PSF)) MAX STRESSES MINIMUM GRADE OF LUMBER L b TOP 2-3=0 . 543 TOP CHORD:2*4 No. 2D 19 SP _TOP _ 30 7 30TT 4-5=0 . 225 BOT CHORD:2*4 No. 21) 19 SP BOTT 0 10 LL.DEFL. @5=0 . 01 < L/240 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 74 2- 3= 111 4- 5= 30 5- 1= 20 CONCENTRATED 5= 220 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN) . PLATTHISEDESIGNBISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY4MPORARYXCEPT SBRASIN�(WHDESICH ISGN NALWAYSMS WITH NDS REQD)CONSULTGBLDGECS SSBC APHITEH OR ENGINEER., c. 37455 •,ESTATE OFT?,L '/. /EE ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012501 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN* Thu Jul 13 07 : 28: 04 199 Project # : 1916 Truss ID : MH6A Family # : 313 Span :-9_0---------------Quantity --_-1 Top Pitch 7 ./12 ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-265 4-5= 226 2-5= 88 1=-538 4.00 2-3= 0 5-1= 226 2-4=-355 4=-412 1.50 3-4=-109 PROVIDE FOR 397 LBS UPLIFT AT JOINT 1 0.74 PROVIDE FOR 399 LBS UPLIFT AT JOINT 4 0.97 PROVIDE FOR 339 LBS HORIZ. REACTION AT JOINT 1 ' 11-4 6-0 9-0 6-0 3-0 4X8 2 1X4 q a X 3144 1 ■ 5 4 1X4 4X6 �. 6-0 9-0 6-B 3-0 L. HL TO PK:6-ii-6 LEFT HEIGHT:8-4-5 SPAM:9-8 RISE:3-18-5 RIGHT HEIGHT3-18-5 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 589 TOP CHORD: 2*4 No.2D 19 SP TOP . 30 7 BOTT 4-5=0 . 135 BOT CHORD: 2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @5=0 . 00 < L/240 WEBS :2*4 No . 3 19 SP ------------------------------------------------------- ----------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM 'ASTM A 446 GRD A GALVANIZED S)TEEL(( CEPT AS SHOWN PLATTHISEDESIGNST BISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY,FOR,PERMANENTCANDY4MPORARYXCEPT SBRACING(WHICH ISNALWAYSORMS WIT REQD)CONSULTGBLDGECS SSBC TPI-91 AkHITEH OR ENGINEER. O '► I7455'�= .,,STATE OFr=c ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012502 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN' Thu Jul 13 07 : 28 : 13 199 Project # : 1916 Truss ID : M1 Family # : 204 Span 6-6 Quantity : 3 Top Pitch : 7 ./12 ---------------- ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-420 4.00 2-3=-232 3=-295 1.50 PROVIDE FOR 265 LBS UPLIFT AT JOINT 1 0,63 PROVIDE FOR 343 LBS UPLIFT AT JOINT 3 1.16 PROVIDE FOR 357 LBS HORIZ, REACTION AT JOIN 1 ,1-4 6-6 _ 6-6 1X4 t f� 3X4 1 3 3X6 6-6 6-6 L. HL TO PH:7-6-5 LEFT HEIGHT:8-4-5 SPAM:6-6 RISE:4-1-13 RIGHT HEIGHT A-1-13 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 878 TOP CHORD: 2*4 No. 2D 19 SP TOP 30 7 BOTT 3-1=0 . 143 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. < L/240 WEBS :2*4 No. 3 19 SP -------------========---------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT. ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL EXCEPT AS GN SHOWN THISPLATEDEESSIGNBISIFORATRUSSNSTLLED bN EACH FACE OF JOINTFABRICATION ONLY JOR�PERMANENTCANDSYMMETRIALLY4MPORARYXCEPT ASBRACISHON�(WHDESICH ISN ALWAYSWREQD)CONSULTGBLDGEAREHITEH OR ENGINEER. 117 ..F"ATE OFT '�,,,�EREDt�tE;;'�• ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012503 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN' Thu Jul 13 07 :28 : 23 199 Project # : 1916 Truss ID : M6 Family # : special Span 9-0 Quantity : 1 Top Pitch : 7 ./12 ---------- -------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-265 5-6= 133 2-6=-133 1=-538 4.00 2-3=-226 6-1= 226 3-6= 240 5=-412 1.50 3-4= 0 3-5=-355 4-5=-53 PROVIDE FOR 364 LBS UPLIFT AT JOINT 1 0.68 PROVIDE FOR 432 LBS UPLIFT AT JOINT 5 1.05 ' PROVIDE FOR 41:2 LBS HORIZ. REACTION AT JOIN 1 .1-4 6-0 7-6 1 9-0 6-0 1-6 1-6 1X4 "r,.. 4X4 4X4 4 2 3 3X4 6 5 3X4 4X6 6-0 9-0 6-0 3-0 L. HL TO PH:6-11-6 LEFT HEIGHT :8-4-5 SPAM :9-8 RISE:4-8-13 RIGHT HEIGHT:4-8-13 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 .579 TOP CHORD:2*4 No. 2D 19 SP TOP -30 7 * * BOTT 6-1=0 . 135 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @6=0 . 00 < L/240 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. .OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER R20-258 216 MANUFACTURED FROM kSTM A 446 GRD A GALVANIZED EXCEPT AS SHOWN STEEL PLATSTTHISEDESIGNBIISIFORANSTTRUSSLEDbFABRICATION ONLY.FORN EACH FACE OF JOINT�PERMANENTCAND SYMMETRIALLYTEMPORARYSBRACWINNSHO �(WHDESICH ISN ALWAYSGN COFORMSWREQD)CONSULTGBLDGEAR�HITECL'TOR ENGINEER. 17455 STATE O FT;,L ___<<<<A. C.E . S Version 7.. 1>>>>========[ 012504 ]_________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 07 : 28 : 33 199 Project # : 1916 Truss ID : M4 Family # : special --Span------=9= ===-------=====Quantity-------===__====-----Pitch-----/12 FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-431 5-6= 337 2-6= 35 1=-538 4.00 2-3=-310 6-1= 370 3-6= 62 5=-412 1.50 3-4= 0 3-5=-412 4-5=-121 PROVIDE FOR 364 LBS UPLIFT AT JOINT 1 0.68) PROVIDE FOR 432 LBS UPLIFT AT JOINT 5 +1.05) ' PROVIDE FOR 412 LBS HORIL REACTION AT JOIN 1 .1-4 4-0 E 5-6 9-0 4-0 1-6 3-6 1X4 t - �4Y.: 4X4 4X4 • 3 3� 3X4 1 6 $ 3X4 3X4 4-0 9-0 4-0 5-0 L. HL TO PH:4-7-9 LEFT HEIGHT:8-4-5 SPAM:9-8 RISE:4-8-13 RIGHT HEIGHT:4-8-13 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 .267 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 6-1=0 . 127 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @6=0 . 01 < L/240 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITEK M20-258 216 MANUFACTURED FROM STM A 446 GRD A GALVANIZED STEELDESIEXCEPT AS SHOWN PLATTHISEST DESIGNBISIFORALLED TRUSSbN EACH FACE OF JOINTFABRICATION ONLY FOR�PERMANENTSYMMETRICANDY�EXCEPT EMPORARYSBRACISHON�(WHICH ISNALLWAYSGN COFORMSWREQD)CONSULTGBLDGEARHITEH OR ENGINEER, 17 •� ATE OF ''F•ORkO: i�, ===<<<<A.C.E . S Version 7.. 1>>>>========[ 012505 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :28 : 43 199 Project # : 1916 Truss ID : M2 Family # : special --Span- : -9_0---------------Quantity --_-1------------Top-Pitch : 7 ./12 ------------------------------------------------------------------------------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-662 5-6= 741 2-1= 246 1=-581 4.00 2-3=-549 6-7= 741 3-7=-248 5=-424 1.50 3-4= 0 7-1= 549 3-6= 69 4-5=-201 3-5=-760 PROVIDE FOR 394 LBS UPLIFT AT JOINT 1 0.68) PROVIDE FOR 440 LBS UPLIFT AT JOINT 5 1.04) " PROVIDE FOR 412 LBS HORIZ. REACTION AT JOINT 1 .1-4 2-0 3-6 E 9-0 2-0 1-6 5-6 �:. 1X4 "k.<.. � 4 4X4 4X12 2 3 31� J 7 6 5 3X4 1X4 4X6 2-0 3-6 9-0 2-0 1-6 5-6 L. HL TO PH:2-3-13 LEFT HEIGHT:8-4-5 SPAN:' -8 RISE:4-8-13 RIGHT HEIGHT:4-8-13 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER . .L - D TOP 3-4=0 . 713 TOP CHORD:2*4 No. 2D 19 SP TOP 30 7 BOTT 6-7=0 . 215BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @6=0 . 02 < L/240 WEBS :2*4 No. 3 19 SP ------------------------------------------------------------ SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. - OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 4= 74 5- 1= 20 CONCENTRATED 7= 55 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING.10 PSF TOTAL D.L. (SBC).. PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED S)TEEL(D8SIEXCEPT ASPLATSHOWN THISEDESIGNST BIISINSTALLED FOR-TRUSSbN EACH FACE OF FABRICATION ONLY,FOR,PERMANENTCANDY�EXCEPT EMPORARYSBRACIINNG(WHICH ISGN NALLWAYSWREQD)CONSULTRDS GBLDGECS SSBC AR�HITEH OR E1 INEER. ?O �� ___<<<<A.C.E . S Version 7 . 1>>>>========[ 012506 ]_________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 07 :28 :53 199 Project #: 1916 Truss ID : M1B Family # 201 Span 7-6 Quantity : 1 Top Pitch : 7 ./12 ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-258 4-1= 219 2-4=-256 1=-342 4.00 2-3= 0 0-342 1,50 3-4=-136 PROVIDE FOR 150 LBS UPLIFT AT JOINT 1 0.44 PROVIDE FOR 396 LBS UPLIFT AT JOINT 4 f1,16 PROVIDE FOR 412 LBS HORIZ, REACTION AT JOIN 1 - 3-9 7-6 3-9 3-9 1X4 1X4 3}C4 4 4X6 7-6 7-6 L. HL TO Ply:8-8-3 LEFT HEIGHT:8-4-5 SPAN:' -6 RISE:4-8-13 RIGHT HEIGHT A-8-13 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 .241 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 4-1=0 .229 BOT CHORD: 2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @0=0 . 00 < L/240 WEBS :2*4 No. 3 19 SP --------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 M.P,H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN PLATE MUST BE INSTALLED bN EACH FACE OF JOINT, SYMMETRICALLY EXCEPT AS SHOWN�DES�GN CONFORMS WIT NDS DESIGN SPECS SSBC TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND EMPORARY BRACIN (WHICH IS ALWAYS REQD)CONSULT BLDG ARHITEH OR ENGINEER. . A77 aF ',� ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012507 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :29 : 04 199 Project # : 1916 Truss ID : MlA Family # : 201 Span :-7=6---------------Quantity --_-1------------Top-Pitch : 7 ./12 ----------------------------------------------=========------------------------ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-258 4-1= 219 2-4=-256 1=-461 4.00 2-3= 0 0-342 1,50 3-4=-136 PROVIDE FOR 286 LBS UPLIFT AT JOINT 1 0,61 PROVIDE FOR 396 LBS UPLIFT AT JOINT 4 +1.16 PROVIDE FOR 412 LBS HORIZ. REACTION AT JOINTT 1 11-4 3-9 7-6 3-9 3-9 1X4 1}{4 2 3X14 4 4X6 7-6 7-6 L. HL TO PK:8-8-3 LEFT HEIGHT:8-4-5 SPAM:7-6 RISE:4-8-13 RIGHT HEIGHT:4-8-13 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 241 TOP CHORD:2*4 No.2D 19 SP TOP _. 30 7 BOTT 4-1=0 .229BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @0=0 . 00 < L/240 WEBS :2*4 No.3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STSHOWN?) EXCEPT AS EEL GN SHOWN THISEDESIGNPLATSTBISIFFORA TRUSSNSTLLED6FABRICATION ONLY.FORN EACH FACE OF JINT�PERMANENTCAND SYMMETRIALLY�EMPORARYSBRACING(WHDESICH ISN ALLWAYSWREQD)CONSULTGBLDGEAR6HITEH OR ENGINEER. _ 0 . • •0 R t : zz�.,,r ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012508 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 29 : 15 199 Project #: 1916 Truss ID : M6A Family # : 313 Span 7-6 Quantity : 1 Top Pitch : 7 ./12 ---------------- ------------------------------------------------------------------------------- ------------------------------ --------------------------------- REACTIONS - SIZE 1=-461 4.00 4=-342 1.50 PROVIDE FOR 299 LBS UPLIFT AT JOINT 1 0.64 PROVIDE FOR 351 LBS UPLIFT AT JOINT 4 1.04 PROVIDE FOR 339 LBS HORIZ. REACTION AT JOIN 1 _. .1-4-4 6-0 7-6 6-0 1-6 4X4 2 1X4 3X4 1 5 4 1X4 3X6 6-0 7-6 6-0 1-6 L. HL TO PH:6-11-6 LEFT HEIGHT :8-4-5 SPAN:7-6 RISE:3-18-5 RIGHT HEIGHT:3-18-5 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 803 TOP CHORD:2*4 No. 21) 19 SP TOP 30 7 BOTT 4-5=0 . 656 BOT CHORD:2*4 No. 21) 19 SP BOTT . 0 10 LL.DEFL. @5=0 . 24 < L/240 WEBS :2*4 No. 3 19 SP -=----------------------------------------------------------------------------- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TIPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEELPLATST EXCEPT AS SHOWN THISEDESIGNBISIFORA TRUSS NSTLLED bFABRICATION ONLY.FORN EACH FACE OF JOINT�PERMANENTCAND SYMMETRIALLY�EMPORARYSBRACISHOINN�(WHDESICH ISN ALGN WAYSWREQD)CONSULTGBLDGEARHITE H OR ENGINEER. .�S1ATE OFT '��,•F�+.',� 0 ..••'�'r�� ===<<<<A.C.E. S Version 7 . 1>>>>========[ 012509 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 29 :25 199 Project # : 1916 Truss ID : M4A Family # : special Span 7-6 Quantity : 1 Top Pitch : 7 ./12 -------------------------------------------------- REACTIONS - SIZE 1=-461 4,00 5=-342 1.50 PROVIDE FOR 291 LBS UPLIFT AT JOINT 1 f0,62� PROVIDE FOR 366 LBS UPLIFT AT JOINT 5 1.07 PROVIDE FOR 357 LBS HORIZ. REACTION AT JOIN 1 _ .1-4 F 4-0 S-0 7-6 4-0 0 2-6 1X4 4 4X4 4X4 2 3 3X4 ■ 1 7 6 5 1X4 1X4 4X6 4-0 -0 7-6 4-0 -0 2-6 L. HL TO PK:4-7-9 LEFT HEIGHT:0-4-5 SPAM:7-6 RISE:4-1-i3 RIGHT HEIGHT:4-1-19 ------------------------------------------------------------------------------- LOADING (PSF)) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 346 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 5-6=0 . 119BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @7=0 . 01 < L/240 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEELJEXCEPT ASPLATST NSTLLD N EACFACE OF JOINTSYMMTRIALLEXCPT AHODFS GN COSHOWN THISEDESIGNBISIFORATRUSSbFABRICATION ONLY,FOR,PERMANENTCANDY�EMPORARYSBRACIN�(WHICH ISNALLWAYSWREQD)CONSULTGNB LDGEARHITEHC NDS-91 OR ENGINEER. O 1� = �StATE".OFT ,� ,� 0 ft ERED ___<<<<A.C.E . S Version 7 . 1>>>>========[ 012510 ]=====____<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 07 : 29 : 35 199 Project #: 1916 Truss ID : M2A Family # : special Span 7-6 Quantity : 1 Top Pitch : 7 ./12 ---------------------------------------------========= ------------------------ REACTIONS - SIZE 1=-508 4.00 5=-356 1.50 PROVIDE FOR 319 LBS UPLIFT AT JOINT 1 0.63 PROVIDE FOR 375 LBS UPLIFT AT JOINT 5 51.06 PROVIDE FOR 357 LBS HORIZ. REACTION AT JOIN 1 .1-4 E 2-0 E3-0 7-6 2-0 1-0 4-6 1X4 4X4 4X4 2 3/` 3X4 ■ 1 7 6 5 1X4 1X4 4X6 2-0 3-0 7-6 2-0 '1-0 4-6 ' L. HL TO PK:2-3-13 LEFT HEIGHT:8-4-5 SPAM:7-6 RISE:4-1-13 RIGHT HEIGHT:4-i-13 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER - L TOP 3-4=0 . 501 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 7-1=0 . 219 BOT CHORD:2*4 No.21) 19 SP BOTT 0 10 LL.DEFL. @5-0 . 03 < L/240 WEBS :2*4 No. 3 19 SP SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 4= 74 5- 1= 20 CONCENTRATED 7= 55 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GR(D A GALVANIZED S)TEELDESJf CEPT AS SHOWN PLATTHISEST DESIGNBISIFORALLED TRUSS6N EACH FACE OF FABRICATION ONLY.FOR, SYMMETRI PERMANENTCANDYCEMPORARYEXCEPT SBRACWNG(WHICH ISGN NFORMS ALWAYSWIT NDS REQD)CONSULTBLDG DESIGN SPECS AREHITEH OR ENGINEER. TATE'OFT=, - .f..••'��,� ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012511 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 29 : 43 199 Project # : 1916 Truss ID : M1C Famil1 Top y : 201 ' 201 Span 6-6 Quantity ---------------------=========------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-295 4.00 2-3=-232 3=-295 1.50 PROVIDE FOR 129 LBS UPLIFT AT JOINT 1 0.44 PROVIDE FOR 343 LBS UPLIFT AT JOINT 3 51.16 PROVIDE FOR 351 LBS HORIZ. REACTION AT JOIN 1 6-6 _. 6-6 1X4 � ~i•t. l` 3X4 1 3 3X6 6-6 6-6 L. HL TO PK:7-6-5 LEFT HEIGHT:8-4-5 SPAN:6-6 RISE:4-1-13 RIGHT HEIGHT:4-1-13 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 878 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 3-1=0 . 143 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < L/240 WEBS :2*4 No. 3 19 SP -- ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING • 24 . 0 in. o . c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL E%CEPT AS SHOWN PLATTHISEDESIGNST BIISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY�EMPORARYSBRACSHOWN�(WHICH ISGX NFORMS ALWAYSWIT NDS REQD)CONSULTGBLDGECS SBC TPI-91 AR6HITECi OR ENGINEER. =o 17455 .,�5[ATE tFT:,L ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012512 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 :29 :53 199 Project #: 1916 Truss ID : M6B Family # : 313 Span 6-6 Quantity : 1 Top Pitch : 7 ./12 ---------------- ------------------------ REACTIONS - SIZE 1=-420 4.00 4=-295 1.50 PROVIDE FOR 249 LBS UPLIFT AT JOINT 1 0,59 PROVIDE FOR 332 LBS UPLIFT AT JOINT 4 1.13 PROVIDE FOR 339 LBS HORIZ• REACTION AT JOIN 1 _ 11-4 F 6-8 6-6 6-8 8-6 4X4 3 1X4 3x4 1 54 3X6 1X4 6-8 6-6 6-8 8-6 L. HL TO PH:6-11-6 LEFT HEIGHT:8-4-5 SPAN:6-6 RISE:3-18-5 RIGHT HEIGHT:3-18-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0 . 803 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 5-1=0 .235 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @5=0 . 08 < L/240 WEBS :2*4 No. 3 19 SP ------------------------------------------------------- ----------------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 M,P,H. WIND LOAD l WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(DESIEXCEPT ASPLASHOWN THISEMUST DESIGNBIISIFORATRUSS6N EACH FABRICATION ONLYOF .FOR,PERMANENTCANDYTEMPORARYPT SBRACIINN�(WHICH ISGN NALLWAYSWREQD)CONSNDS ULTGBLDGECS SSBC RDS-91 AREHITEH OR ENGINEER. Q . ASL OF` ===<<<<A.C.E. S Version 7-. l>>>>========[ 012513 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 30 : 02 199 Project #: 1916 Truss ID : M4B Family # 313 Span 6-6 Quantity -_-1------------Top-Pitch : 7 ./12 ------------------------------------------------------------------------------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-419 4-5= 355 2-5= 294 1=-528 4.00 2-3= 0 5-1= 355 2-4=-498 4=-521 1.50 3-4=-135 PROVIDE FOR 423 LBS UPLIFT AT JOINT 1 0.80) PROVIDE FOR 480 LBS UPLIFT AT JOINT 4 y0,92) PROVIDE FOR 228 LBS HORIZ. REACTION AT JOINT 1 11-4 4-0 6-6 ' 4-0 2-6 4X3 2 1X4 rl 3X4 1 5 4 1X4 4X6 4-0 6-6 , 4-0 2-6 L. HL TO PH:4-7-9 LEFT HEIGHT:8-4-5 SPAN:6-6 RISE:2-B-5 RIGHT HEIGHT:2-8-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 322 TOP CHORD: 2*4 No.2D 19 SP TOP .30 7 BOTT 4-5=0 . 129BOT CHORD: 2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @5=0 . 00 < L/240 WEBS :2*4 No. 3 19 SP --------------------------------------------------- SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 74 2- 3= 111 4- 5= 30 5- 1= 20 CONCENTRATED 5= 220 RIGHT END VERTICAL IS NOT EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC).. PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED SHOWSTEEL EXCEPT AS SHOWN PLATTHISEMUST DESIGNBISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDYTEXCEPT EMPORARYSBRACIN (WHICDES H ISNALWAYSWIT REQD)CONSULTGBLDGECS AR�'HITEH OR-ENGINEER. 41 0OF Z�455 _ �..FC.,.�0 ft kO:`�, ERED ___<<<<A.C.E . S Version 7 . 1>>>>========[ 012514 ]_________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 07 : 30 : 11 199 Project #: 1916 Truss ID EJ5 Family # 205 Span 5-0 Quantity To Pitch : 7 12 . 17 p ; ,� ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-350 4.00 2-3= 0 3=-48 1.50 2=-171 1.50 PROVIDE FOR 233 LBS UPLIFT AT JOINT 1 0.67 PROVIDE FOR 286 LBS UPLIFT AT JOINT 2 1.62 PROVIDE FOR 273 LBS HORIZ. REACTION AT JOIN 1 .i-4 5-A 5-8 L yY 3X4 i 3 L. HL TO PH:5-9-7 LEFT HEIGHT:8-4-5 SPAM :5-8 RISE:3-3-5 RIGHT HEIGHT:3-3-5 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 492 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 3-1=0 . 082 BOT CHORD:2*4 No.2D 19 SP L BOTT 0 10 LL.DEFL. < /240WEBS : 2*4 No. 3 19 SP ---------------- STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 - SPACING-:-24. 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL+IE%CEPT ASPLASHOWN THISEDESIGNBISIFORALLED TRUSS6N EACH FACE OF FABRICATION ONLY,FOR'PERMANENTC ANDYTEMPORARYEXCEPT SBRACIINNG(WHICH ISGX NALWAYSWREQD)CONSULTNDS GBLDGECS SSBC TPI-91 AREHITEH OR ENGINEER. 0 � - •,! '� ===<<<<A.C.E . S Version 7 . 1>>>>=======_[ 012515 ]=========<<«SOUTHERN-DBN>>>>== Customer : PBD-STANDEN Thu Jul 13 07 : 30 : 19 199 Project # : 1916 Truss ID : EJ5A Family # : 205 Span 5-0 Quantity : 1 Top Pitch 7 ./12 ----------------=--------------------------- -------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-224 4.00 2-3= 0 3=-48 1.50 2=-117 1.50 PROVIDE FOR 97 LBS UPLIFT AT JOINT 1 (0.43 PROVIDE FOR 286 LBS UPLIFT AT JOINT 2 (1.62) _. PROVIDE FOR 273 LBS HORIZ, REACTION AT JOIN 1 5-0 5-0 L YV, 3X4 1 3 5-0 5-0 L. HL TO PX:5-3-7 LEFT HEIGHT:8-4-5 SPAN:5-0 RISE:3-3-5 RIGHT HEIGHT:3-3-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 492 TOP CHORD:2*4 No.2D 19 SP TOP 30 . 7 BOTT 3-1=0 . 082 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < L/240 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC . PLATES ARE MITER M20-258 216 MANUFACTURED FROM kSTM A 446 GRD A GALVANIZED ST))ERJ110EPT AS SiOWNJ NDS DE PLATHISEDESIGNST BISIFORALLED TRUSSbFABRICATION ONLYFACE OF .FOR,PERMANENTCANDY�FXCEPT EMPORARYSBRACIINNG(WHICH ISDES GN NFORMS ALWAYSWIT REQD)CONSULTGBLDGECS SSBC AR RITEHTOR ENGINEER. � FN " 'ERE]) �ht�t�....at��'� ===<<<<A. C.E . S Version 7 . 1>>>>========[ 012516 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 30 : 29 199 Project #: 1916 Truss ID EJ4 Family # : 205 --Span -----_-4_0-------------- Quantity _ 11-----------TopPitch _ 7 /12 - -- - --------------- ------ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-303 4.00 2-3= 0 3=-38 1.50 2=-140 1.50 PROVIDE FOR 211 LBS UPLIFT AT JOINT 1 0,70 PROVIDE FOR 227 LBS UPLIFT AT JOINT 2 f1,63 PROVIDE FOR 218 LBS HORIZ, REACTION AT JOIN 1 11-4 4-0 4-0 3X4 3 1 4-0 L. HL TO PK:4-7-9 LEFT HEIGHT:8-4-5 SPAM:4-8 RISE:2-8-5 RIGHT HEIGHT:2-8-5 ----------- LOADING (PSF)) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 301 TOP CHORD:2*4 No.2D 19 SP TOP . 30 7 BOTT 3-1=0 . 051 BOT CHORD:2*4 No.2D 19 SP L BOTT 0 10 LL.DEFL. < /240 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D,L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN THIS PLATE DESIGNBISIFORATRUSSLLED bFABRICATION ONLY FOREACH FACE OF ,PERMANENTCANDY�EMPORARYEXCEPT SBRACWN�(WHD83ICH ISGN NFORMS ALWAYSWIT RDS REQD)CONSULTBLDG DESIGN SPECS AREHITECi OR ENGINEER. 0 R �. . , -��•r`tea ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012517 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDE14 Thu Jul 13 07 : 30 : 38 199 Project # : 1916 Truss ID : EJ3 Family # : 205 Span 3= -==-------==-==Quantity ====3=====__-----Top-Pitch ===7_/12=-=-=- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-256 4.00 2-3= 0 3=-28 1.50 2=-103 1.50 PROVIDE FOR 190 LBS UPLIFT AT JOINT 1 0.74) PROVIDE FOR 168 LBS UPLIFT AT JOINT 2 f1,64) PROVIDE FOR 162 LBS HORIZ. REACTION AT JOINT 1 ii -e 3-0 3-0 tix 3X4 3 1 3-0 3-0 L. HL TO PK:3-5-11 LEFT HEIGHT:8-4-5 SPAN:3-8 RISE:2-1-5 RIGHT HEIGHT:2-1-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 158 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 3-1=0 . 027 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < L/240 -------WEBS---- :2*4 No. 3 19 SP ______---------------________________ STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING ' 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 N.P.H. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM eSTM A 446 GRD(( A GALVANIZED STEEL EXCEPT AS SHOWN PLAT _ 91 THISEDESIGNST BISIF RATRUSSED 6N EACH FACE FABRICATION ONLY FOR,PERMANENTCANDYTEMPORARYSBRACWN�(WHDRSICH ISNALWAYSMS WIT REQD)CONSULTGBLDGECS SSBC AP HITEH OR ENGINEER. O � 1314 0 it �tAT£oFT�,r $ ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012518 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 30 : 48 199 Project # : 1916 Truss ID : J3 Family # : 205 Span 3-0 Quantity : 8 Top Pitch 7 -/12 -------------_________________---------- --------___________ _ FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-256 4.00 2-3= 0 3=-28 1.50 2=-103 1150 PROVIDE FOR 190 LBS UPLIFT AT JOINT 1 0.14 PROVIDE FOR 168 LBS UPLIFT AT JOINT 2 11.64 - PROVIDE FOR 162 LBS HORIZ, REACTION AT JOIN 1 .1-4 3-0 3X4 3 1 3-0 3-0 L. HL TO PH:3-5-11 LEFT HEIGHT:8-4-5 SPAM:3-0 RISE:2-1-5 RIGHT HEIGHT:2-i-5 - - ---------------------------------- LOADING (PSF) - MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 158 TOP CHORD:2*4 No. 2D 19 SP TOP 30 7 BOTT 3-1=0 . 027 _ BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < L/240 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H, WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDGTYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEI(ixCEPT AS SHOWN PLATTHISEDESIGNMUSTBISIFORATRUSSNSTLLED bN EACH FACE OF JOINTFABRICATION ONLY.FOR�PERMANENTCANDSYMMETRIALLYTEMPORARYSBRACSHOIh(WHICH ISDESIGN NFORMS ALWAYSWIT NDS REQD)CONSULTGN SPCS SSBC TPI-91 BLDGEAREHITEff OR ENGINEER, O 1 '� ...� 0 R ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012519 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDE14 Thu Jul 13 07 : 30 : 57 199 Project #: 1916 Truss ID : EJ2 Family # : 205 P ' S an 2-0 Quantity 3 --------------------------------------------------------Top-Pitch-=-----2------ ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-209 4.00 2-3= 0 3=-18 1.50 2=-66 1,50 PROVIDE FOR 169 LBS UPLIFT AT JOINT 1 0,81) PROVIDE FOR 109 LBS UPLIFT AT JOINT 2 `1,61) PROVIDE FOR 107 LBS HORIZ, REACTION AT JOINT 1 1-4 2-0 3 3X4 1 2-8 L. HL TO PH:2-3-13 LEFT HEIGHT:8-4-5 SPAN:2-0 RISE:1-6-5 RIGHT HEIGHT:1-6-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 062 TOP CHORD: 2*4 No.21) 19 SP TOP 30 7 BOTT 3-1=0 . 010 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < L/240 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 X.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEELPLATE ST EXCEPT AS SHOWN THIS DESIGNBISIFORA TRUSS NSTLLED bFABRICATION ONLY.FORN EACH FACE OF JINT�PERMANENTCANDSYMMETRIALLY�EMPORARYEXCEPT SBRACIN�(WHDESICH ISN ALWAYSWREQD)CONSULTGBLDGEARHITEH OR ENGINEER. •c: 17455 " ,. ASE OF.. z C ' r ===<<<<A. C.E. S Version 7.. 1>>>>========[ 012520 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 31 : 06 199 Project # : 1916 Truss ID : J2 Family # : 205 Span 2-0 Quantity : 6 Top Pitch : 7 ./12 ------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-209 4,00 2-3= 0 3=-18 1.50 2=-66 1.50 PROVIDE FOR 169 LBS UPLIFT AT JOINT 1 0,81 PROVIDE FOR 109 LBS UPLIFT AT JOINT 2 f1.67� PROVIDE FOR 107 LBS HORIZ. REACTION AT JOINTT 1 1-4 2-A 3 1 r G-8 L. HL TO PX:2-3-13 LEFT HEIGHT:8-4-5 SPAM:2-0 RISE:1-6-5 RIGHT HEIGHT:1-6-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 062 TOP CHORD:2*4 No .2D 19 SP TOP . 30 7 _ BOTT 3-1=0 . 010 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < Lj240 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. - REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEELIEXCEPT AS SHOWN THISPLATEDEESIGNST BISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY4MPORARYXCEPT SBRACWINN�(WHIDES CH ISNALWAYSORMS WREQD)CONSOLTGBLDGECS SSBC AREHITEH OR ENGINEER. r Q -- SiASE OFT:,r ___<<<<A.C.E . S Version 7 . 1>>>>========[ 012521 ]=====____<<«SOUTHERN-DBN>>>>__ Customer PBD-STANDEN Thu Jul 13 07 : 31 : 16 199 Project #: 1916 Truss ID : J1 Family # : 205 Span 1-0 Quantity : 11 Top Pitch 7 -/12 --------------------------------------------- FORCES ----------------------------------------- - FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1= 0 1=-162 4.00 2-3= 0 3=1 1.50 2=-29 1.50 PROVIDE FOR 147 LBS UPLIFT AT JOINT 1 (0,91) PROVIDE FOR 51 LBS UPLIFT AT JOINT 2 (1,79 _. PROVIDE FOR 51 LBS HORIZ, REACTION AT JOIN 1 i1-4 1-0 3 3X4 1� L. HL TO PH:1-1-14 LEFT HEIGHT:8-4-5 SPAN:1-8 RISE:8-11-5 RIGHT HEIGHT:8-11-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 010 TOP CHORD: 2*4 No.2D 19 SP TOP 30 7 BOTT 3-1=0 . 002 BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < L/240 WEBS : 2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 N.P,H, WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE NITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEELXCEPTJEXCEPT AS SHOWN)PLAT - THISEDESIGNST BISIFORATROSSbN RACE FACE OF FABRICATION ONLY.FOR,PERMANENTCANDY4MPORARYSBRACINt(WHICH ISGN NALWAYSMS WREQD)CONSITH NDS OLTGBLDGECS SSBC TPI-91 ARHITEH OR ENGINEER, •,FSTA?E OFr',c ___<<<<A.C.E . S Version 7 . 1>>>>========( 012522 )___-_____<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 07 : 31 : 25 199 Project # : 1916 Truss ID . CJ5 Family # : 205 Span 7-0-14 Quantity : 4 Top Pitch 4 . 95/12 ----------------_________________________________ FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2= 0 3-1= 0 1=-466 4.00 2-3= 0 3=11 1.50 2=-227 1.50 PROVIDE FOR 590 LBS UPLIFT AT JOINT1 1.27 PROVIDE FOR 548 LBS UPLIFT AT JOINT 2 (2.41 PROVIDE FOR 275 LBS HORIZ, REACTION AT JOIN 1 1-10-10 7-0-14 . 7-0-14 t 3X4 1 � � 3 7-0-14 7-0-14 L. HL TO PH:7-7-0 LEFT HEIGHT:8-4-1 SPAN:7-8-14 RISE:3-3-1 RIGHT HEIGHT:3-3-1 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 653 TOP CHORD:2*4 No.2D 19 SP TOP 3-1=0 . 77_ BOT CHORD:2*4 No.2D 19 SP BOTT 30 BOT 10 DEFL. < L/240 WEBS :2*4 No. 3 19 SP SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1,33 UNIFORM 1- 2= 66 3- 1= 18 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD` WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED S)TEELIEXCEPT AS SHOWN THISPLATEST DESIGNBIISIFORALLED TRUSSbN EACH FACE OF JOINTFABRICATION ONLY.FOR�PERMANENTSYMMETRICANDYAPORARYCEPT SSHODES GN BRACING(WHICH ISNFORMSALWAYSWREQD.)CONSULTGBLDGEAR RITEH-OR-91 ENGINEER, - o 17 fi: ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012523 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDE14 Thu Jul 13 07 : 31 : 34 199 Project # : 1916 Truss ID CJ4 Family # : 205 Span 5-7-14 Quantity 3 Top Pitch 4 . 95/12 FORCES - LOAD CASE 11 - REACTIONS - SIZE 1-2= 0 3-1= 0 1=-361 4.00 2-3= 0 3=-39 L50 2=-145 1.50 PROVIDE FOR 411 LBS UPLIFT AT JOINT 1 1.32) PROVIDE FOR 405 LBS UPLIFT AT JOINT 2 12.80) PROVIDE FOR 219 LBS HORIZ. REACTION AT JOINT 1 1-10-10 5-7-14 5-7-14 'Fr , 3X4 1 5-7-14 5-7-14 L. HL TO PX:6-1-7 LEFT HEIGHT:0-4-1 SPAN:5-7-14 RISE:2-8-1 RIGHT HEIGHT:2-8-1 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0 . 464 TOP CHORD:2*4 N0.2D 19 SP TOP . 30 7 BOTT_ 3-1=0 . 088 _ BOT CHORD:2*4 No-2D 19 SP BOTT 0 10 LL.DEFL. < L/240---------WEBS--- :2*4 No. 3 19 SP -----------=-------------------- ---------------------------------------- ---------------------------------- SPACING : 24 . 0 in. o. C. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 53 3- 1= 14 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GALVANIZED STEEL`EXCEPT AS SHOWN PLATE MUST BE INSTALLED bN EACH FACE OF JOINT, SYMMETRICALLY++EXCEPT AS SHOWN DESIGN CONFORMS WIT NDS DESIGN SPECS SSBC TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND SEMPORARY BRACIN�(WHICH IS ALWAYS REQD.)CON? p,' T BLDG ARtHITE H-OR ENGINEER. 1g19�95 � :c: 17455 ,NATE OF, ,c I ===<<<<A. C.E . S Version 7 . 1>>>>========[ 012524 ]=_ ==<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 31 :43 199 Project #: 1916 Truss ID : CJ3 Family # : 205 _-Span -----_-4_2_15 Quantity--_-2 Top-Pitch-:-4_95/12---- -------------------------------------------------------------------------------- FORCES - LOAD CASE #1 REACTIONS - SIZE 1-2= 0 3-1= 0 1=-280 4.00 2-3= 0 3=-22 1.50 2=-81 1,50 PROVIDE FOR 380 LBS UPLIFT AT JOINT 1 1.36) PROVIDE FOR 279 LBS UPLIFT AT JOINT 2 3.45! PROVIDE FOR 164 LBS HORIZ. REACTION AT JOINT 1 1-10-10 4-2-15 4-2-15 3X4 1 3 4-2-15 , 4-2-15 L. HL TO PX:4-7-2 LEFT HEIGHT:8-4-1 SPAN:4-2-15 RISE:2-1-1 RIGHT HEIGHT:2-1-1 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0 . 285 TOP CHORD:2*4 No.2D 19 SP TOP 3 7 BOTT _ 3-1=0 . 03.6 BOT CHORD: 2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. < L/240 WEBS :2*4 No. 3 19 SP _______ --------------- ---------- ----------------------- SPACING : 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1,33 1.33 UNIFORM 1- 2= 40 3- 1= 11 TRUSS HAS BEEN CHECKED FOR 110 M,P,H, WIND LOAD` WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED EXCEPT AS SHO STEEL WN THISEDESIGNPLATSTBISIFORATRUSSNSTLLED bN EACH FACE OF JINTFABRICATION ONLY.FOR� SYMMETRICALLY PERMANENTANDY�EMPORARYEXCEPTSGN BRACING(WHICH ISNFORMS ALWAYSWIT NDS REQDICONSULTGBLDGECS SSBC AkHITEC' TOR-91 ENGINEER. t • tATF aaT: ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012525 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDE9 Thu Jul 13 07 : 31 : 52 199 Project # : 1916 Truss ID : CJ2 Family # : 205 Span 2-9-15 Quantity : 4 ____To_pP_it_ch4 . 95_/12 ------------------------------------------------- ______ FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2= 0 3-1= 0 1=-222 4.00 2-3= 0 P-13 1.50 2=-35 1.50 PROVIDE FOR 299 LBS UPLIFT AT JOINT 1 1.35) PROVIDE FOR 167 LBS UPLIFT AT JOINT 2 4.74) PROVIDE FOR 108 LBS HORIZ. REACTION AT JOIN 1 1-10-10 2-9-15 2-9-15 3X4 1 3 2-9-15 2-9-15 L. HL TO PK:3-8-11 LEFT HEIGHT:0-4-i SPAN:2-9-15 RISE:1-6-1 RIGHT HEIGHT:1-6-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0 . 130 TOP CHORD: 2*4 No.2D 19 SP TOP . 30 7 BOTT 3-1=0 ..013 BOT CHORD:2*4 No. 2D 19 SP BOTT----0---10------LL_ -- -< /240---_-----WLBS-----_2*4--No_3 19 SP -- - -L SPACING • 24 . 0 in o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 27 3- 1= 7 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 21 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GR(D A GALVANIZED STEEL EXCEPT AS SHOWN PLATTHISEDESIGNST BISIFORALLED TRUSSbN EACH FACE OF FABRICATION ONLY.FOR,PERMANENTCANDYTEMPORARYEXCEPT SBRACIN�(WHDESICH ISGN NFORMS ALWAYSWIT NDS REQD)CONSULTGBLDGECS SSBC TPI-91 AREHITECF OR ENGINEER, J 1?ass, •�S1ATE OFT; 0 R k l�ERED..t ��` ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012526 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDE14 Thu Jul 13 07 : 32 :02 199 Project # : 1916 Truss ID : TEJ6 Family # : special Span 5-3 Quantity 1 To Pitch : 7 ./12 Bo pitch : 12 ./12 --------------------------------------------------- REACTIONS - SIZE 1=-361 4,00 5=-283 1.50 PROVIDE FOR 111 LBS UPLIFT AT JOINT 1 0,31 PROVIDE FOR 248 LBS UPLIFT AT JOINT 5 10,87 PROVIDE FOR 280 LBS HORIZ, REACTION AT JOINT 1 PLATE OFFSETS (X=LEFTY=TOP);[]7=3,5], A-4 � 2-2 � 3-8 � 5-3 .2-3 2-2 1-6 1-7 4� 1X4 3 3X4 2 6 5 6X6 3 X li_6 3X4 1 1 7 6X6 i 2-2 i 3-8 i 5-3 i 2-2 1-6 1-7 L. HL TO PX:6-8-15 INTERNAL RISE:1-6 LEFT HEIGHT:0-4-5 SPAN:5-3 RISE:3-6-13 RIGHT HEIGHT:i-11-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER . L TOP _ 3-4=0 .451 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 6-7=0 . 077BOT CHORD:2*4 No.2D 19 SP BOTT 0 ' 10 LL.DEFL. @6=0 . 04 < L/360 WEBS :2*4 No. 3 19 SP STR. INC. : LUMB = 1 . 33 PLATE = 1 . 33 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD WALL HEIGHT 10 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC), PLATES ARE MITER M20-258 216 MANUFACTURED FROM iSTM A 446 GRD(( A GALVANIZED STEEL EXCEPT ASPLATSHOWN THISEDESIGNST BEISIFORALLED TRUSSbN EACH FABRICATION ONLYOF .FOR,PERMANENTCANDYTEMPORARYPT SBRACING(WHDESICH ISGN NALWAYSWREQD)CONSULTRDS GBLDGECS AREHITEH OR ENGINEER. %z 1'4 E' •.•� 0 R t � � ___<<<<A.C.E. S Version 7-. 1>>>>========( 012527 ]_________<<«SOUTHERN-DBN>>»= Customer PBD-STANDEN Thu Jul 13 07 : 32 : 10 199 Project # : 1916 Truss ID : TCJ6 Family # : spec'al Span 6-1-1 Quantity : 2 To pitch : 1019"b%12 FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-246 5-6= 477 2-7=-170 1=-331 4.00 2-3=-536 6-7= 291 2-6= 265 5=-296 1.50 3-4= 0 7-1= 215 3-6= 281 4-5=-111 3-5=-508 PROVIDE FOR 302 LBS UPLIFT AT JOINT 1 0.91) PROVIDE FOR 412 LBS UPLIFT AT JOINT 5 1.39 T1 PROVIDE FOR 286 LBS HORIZ. REACTION AT JOIN 1 PLATE OFFSETS (X=LEFTY=TOP),[j7=3,4.5j, 1-iii-142M 2-6-7 4-2-2 2-6-7 1-7-11 1-18-15 1X4 4� 3X4 ' + 3. 3X4 2 6 5 �6X6 3H �1-6 3X4e ;pstiu=�` � :r :� 2-6-7 4-2-2 2-6-7 1-7-11 1-10-15 L. HL TO PX:6-18-1 INTERNAL RISE:1-6 LEFT HEIGHT:8-4-3 SPAN:6-1-1 RISE3-7-2 RIGHT HEIGHT:1-11-9 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0 . 138 TOP CHORD:2*4 No .2D 19 SP TOP 30 7 BOTT 5-6=0 . 092 BOT CHORD:2*4 No. 2D 19 SP BOTT 0 10 LL.DEFL. @6=0 .01 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------- ----------------------------- - SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 25 2- 3= 62 3- 4= 94 5- 6= 26 6- 7= 17 7- 1= 7 RIGHT END VERTICAL IS EXPOSED, TRUSS HAS BEEN CHECKED FOR 110 M.P,H, WIND LOAD WALL HEIGHT 10 FT ENCLOSED BLDG, TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258 216 MANUFACTURED FROM iSTM A 446 GRD A GAVANIZED STEELIDESIEXCEPT ASPLATSHOWN THISEDESIGNST BISIFORALLED TRUSS.FABRICATION ONLYN EACH FACE OF .FOR,PERMANENTCANDYTEMPORARYEXCEPT SBRACIh(WHICH ISGN NALWAYSWREQD)CONSULTRDS GBLDGECS AR RITEC TPI-91 NEER. 3 17455 •�5[R7F QF* ,c ===<<<<A.C.E . S Version 7 . 1>>>>========[ 012528 ]=========<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 07 : 32 : 19 199 Project #: 1916 Truss ID : TCJ4 Family # spec' al Span 4-0-11 Quantity : 2 To Pitch 6 . 1412 -Bo pitch 10 . 933/12 ----------------------------------------------------------------------------- FORCES - LOAD CASE 11 REACTIONS - SIZE 1-2=-76 4-5= 87 2-5=-35 1=-251 4.00 2-3= 0 5-1= 66 2-4=-66 0-131 1.50 3-0-68 PROVIDE FOR 230 LBS UPLIFT AT JOINT 1 0.92 PROVIDE FOR 237 LBS UPLIFT AT JOINT 4 1.73 PROVIDE FOR 175 LBS HORIZ. REACTION AT JOIN 1 PLATE OFFSETS (X=LEFTY=TOP):[j5=3,4.5], 1-10-10 2-6-1 4-0-11 0-3 2-6-7 1-6-4 3) 3X4 2 f 3X 1-7-6 3X4 1 6X6 2-6-7 4-0-11 2-6-7 1-6-4 L. HL TO PX:4-6-11 INTERNAL RISE:1-7-6 LEFT HEIGHT:8-4-3 SPAM:4-8-11 RISE:2-6-18 RIGHT HEIGHT:0-9-11 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L 17 TOP 1-2=0 . 048 TOP CHORD:2*4 No.2D 19 SP TOP 30 7 BOTT 4-5-0 . 019BOT CHORD:2*4 No.2D 19 SP BOTT 0 10 LL.DEFL. @5=0 . 00 < L/360 WEBS :2*4 No. 3 19 SP ------------------------------------------ SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 25 2- 3= 60 4- 5= 16 5- 1= 7 RIGHT END VERTICAL IS EXPOSED. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD( WALL HEIGHT 10 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAT, D.L. (SBC). PLATES ARE MITER M20-258 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN THISPLATEDESIGNST BISIFORATRUSS .FABRICATION ONLYLLED 6N EACH FACE OF ,FOR,PERMANENTCANDY4MPORARYXCEPT SBRACINN�(WHDESICH ISGN NFORMS ALWAYSWREQD)CONSULTNDS GBLDGECS SSBC AR6HITECi OR-E1 NEER, 0 0 ft EDtitr�'''�`• ___<<<<Version 7 . 1>>>>============[ 012529 ]_____________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEM Thu Jul 13 10 : 21 : 13 199 Project #: 1916 Truss ID F1Quantity : 5 Span Top 19-5 , Bot 19-1 Leight : 1-4 ------------------------------------------------------------------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2= 7 12-13= 1093 2-20= 1374 7-15=-271 2=-1043 4.00 2-3=-1055 13-14= 2654 3-20=-1237 8-15= 325 12=-1043 4.00 3-4=-2595 14-15= 3644 3-19= 905 8-14=-611 4-5=-3586 15-16= 4061 4-19=-869 9-14= 707 5-6=-4058 16-17= 4065 4-18= 509 9-13=-1067 6-1=-4061 17-18= 3927 5-18=-415 10-13= 1104 7-8=-3878 18-19= 3220 5-11= 198 10-12=-1455 8-9=-3162 19-20= 1945 6-17=-130 9-10=-1881 20-1= 0 6-16=-4 10-11= 0 7-16= 16 11-12=-69 To chord splices:8-9=3X6 F.P. Bot, chard splices:18-19=3X6 F.P.W/2X6 S.P. ODD WEBS 5 - 17 = 13 . 75 Inches STANDARD PANEL 15 Inches T.— 7 - 15 = 12 . 75 Inches OPENING # 1 IS 16 Inches . 4X4 3X3 3X3 3X4 1.5X3 6X7 3X3 1 .5X3 3X3 4X5 2 3 4 5 6 7 8 9 10 11 1.5X3 1-2-8 1 20 19 18 17 16 15 14 13 12 1.5X3 4X4 3X3 3X3 4X5 4X6 3X3 1.5X3 3X4 4X6 —9-5-12 LEFT BEARING:4 HEIGHT:16 SPAM:19-1 RIGHT BEARING:4 ------------------------------------------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 7-8=0 . 604 TOP CHORD:4X2 No. 2D 19 SP TOP 40 10 BOTT 16-17=0 . 905 BOT CHORD:4X2 No.2D 19 SP BOTT 0 5 DEFL. @16=0 . 30< L/360--WEBS -----_4X2-No. 3-19 SP ---------------------------------------------- . --------- -------- --ss=====________ STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE PLATES MUSTMBEEINSTALLEDDONG-193 162 EACH,FACE OFUJOINTRSYMMETRICALLYAEXCEPT446 RASDESIGNCONFORMSWITH ASHOWN))GALVANIZED SEPT SNDSODE�IGN SPECS OBC-ICBG-PCT 80 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PHMANENT & TEMP�RARY BRACING(WHTCH IS ALWAYS REQD)CONSULT BLDG ARCHITiCT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W1 3N AILS AND RESTRAINED AT EACH END. L 374 FD S,`1'1 } ===<<<<Version 7 . 1>>>>============[ 012530 ]=============<<«SOUTHERN-DBN>>>>== Customer : PBD-STANDEN Thu Jul 13 10 : 21 : 18 199 Project #: 1916 Truss ID F3Quantity : 2 Span : 13-2-12 eight : 1-4 ------------- ---------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-69 10-11= 741 3-1=-961 8-10=-974 1=-716 4.00 2-3= 0 11-12= 1617 3-10 634 10=-116 2.00 3-4=-1177 12-13= 1862 4-14=-591 4-5=-1832 13-14= 1607 4-13= 314 5-6=-1867 14-1= 722 5-13=-194 6-7=-1837 5-12= 5 7-8=-1192 6-12=-192 8-9= 0 7-12= 307 9-10=-71 7-11=-590 8-11= 628 PLATE OFFSETS (X=LEFT);[j12=4,5],(j13=2.5], STANDARD PANEL 15 Inches OPENING # 1 IS 23 . 75 Inche 3X4 5X5 3X3 3X3 1 .5X3 3X3 5X5 3X4 2 3 4 5 6 7 8 9 1.5X3 1 14 13 12 11 18 4X6 3X7 3X4 3X4 3X7 4X6 LEFT BEARING:4 HEIGHT:16 SPAN:13-2-12 RIGHT BEARING:2 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 6-7-0 . 369 TOP CHORD:4X2 No. 2D 19 SP TOP 40 10 BOTT 12-13=0 . 436 BOT CHORD: 4X2 No. 2D 19 SP BOTT 0 5 DEFL. @12=0 . 07< L/360 WEBS : 4X2 No. 3 19 SP STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING 24. 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER-M20 HOLDING-193,162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN PLATES MUST BE INSTALLED ON EACH FACE OF JOINT SYMMETRICALLY�EXCEPT AS SHOWN DESIGN CONE RMS WITH NDS DE IGN SPECS UBC-ICBO-PCT 80 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PEiMANENT & TEMP RARY BRACING(WH�CH IS ALWAYS REQD)CONSULT BLDG ARCHITiCT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C, USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W1 3 10d NAILS AND RESTRAINED AT EACH END. 117455`x- _ .,ESTATE OF c ===<<<<Version 7 . 1>>>>============[ 012531 ]=============<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 10 :21 : 23 199 Project #: 1916 Truss ID F3A Quantity 1 Span 12-8-8 Height 1-4 ------------------------------------------------------------------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-69 10-11= 469 3-1=-917 8-10=-787 1=-688 4.00 2-3= 0 11-12= 1401 3-10 593 10=-687 2.00 3-0-1115 12-13= 1736 4-14=-556 4-5=-1711 13-14= 1515 4-13= 272 5-6=-1681 14-1= 689 5-13=-165 6-7=-1651 5-12=-61 7-8=-947 6-12=-192 8-9= 0 7-12= 348 9-10=-45 7-11=-632 8-11= 665 PLATE OFFSETS (X=LEFT);[j12=4.5],(j13=2.5], ODD WEBS 8 - 113 = 8 . 75 Inches STANDARD PANEL 15 Inches OPENING # 1 IS 23.75 Inche 3X3 5X5 3X3 3X3 1 . 5X3 3X3 5X5 3X4 2 3 4 5 6 7 8 9 1. 5X3 1 14 13 12 11 18 4X6 3X7 3X4 3X3 3X7 4X6 �--fs-7-6 LEFT BEARING A HEIGHT: 16 SPAN:I2-8-S RIGHT BEARING:2 ------------------------------------------------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0 .403 TOP CHORD:4X2 No.21) 19 SP TOP 40 10 BOTT 12-13=0 . 473BOT CHORD:4X2 No.2D 19 SP BOTT---O----S------------DEFL_@13=0_06< L/36WEBS -_4X2-No_3-19-SP ----- -- ---- ---- STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE PLATES MUSTMBEEINSTALLEDDONGEACH,162 FACE OFOJOINTRSYMMETRICALLY(AEXCEPT446 RASAGALVANIZED SHOWN DESIGNCONFSWITHNDS STEEL IEPT SSHOWN DE�IGN SPECS UBC-ICBG-PCT 80 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PHMANENT 6 TEMPORARY BRACING(WH�CH IS ALWAYS REQD)CONSULT BLDG ARCHITkCT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W/ 3 10d NAILS AND RESTRAINED AT EACH END. ® 17 1 � 1 ., aT.,g, 0 1 ___<<<<Version 7 . 1>>>>============( 012533 )_____________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 10 :21 : 33 199 Project #: 1916 Truss ID F3CQuantity : 1 Span 8-8-8 Leight : 1-4 ------------------------------------------------------------------------ REACTIONS - SIZE 1=-468 4.00 8=-468 2.00 PLATE OFFSETS (X=LEFT);(j9=5],(j10=2.5], ODI} WEBS 7 - 9 = 5 .75 Inches STANDARD PANEL 15 Inches OPENING # 1 IS 23 .75 Inche 3x3 5x5 5x6 1.5X3 3x3 5x5 2 3 4 5 6 7 1. 5X3 1 11 18 9 8 4X6 3X3 5x8 3X7 3X4 f-6-7-6 LEFT BEARING A HEIGHT:16 SPAN S-B-B RIGHT BEARING:2 ------------------ ------------------------------------------------------------------ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0 . 869 TOP CHORD: 4X2 No. 1D 19 SP TOP 40 10 BOTT 9-10=0 . 751BOT CHORD: 4X2 No.2D 19 SP BOTT---O----5------------DEFL_@10=0_21<-L/360 WEBS : 4X2 No. 3 19 SP STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING 24 .0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK-M20 HOLDING-193,162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL+O0EXCEPT AS SHOWN THISPLATEDSGNSISBFORNTRUSSED ON FABRICATIONACE ONLYFFORINT PEkMANNEENTR&CTEMP�RARYPT AS BRACING(WHTCHSISNALWAYSRREQD)CONSULTHS WITH NDS DBLDGNSPECS ARCHITiCTBORIENGINEER86 PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W/ 3 10d NAILS AND RESTRAINED AT EACH END. OF, =,L 0 R k O:\� Y ___<<<<Version 7 . 1>>>>============[ 012532 ]_____________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 10 : 21 : 28 199 Project # : 1916 Truss ID F3B Quantity : 1 P Height 1-4 REACTIONS - SIZE 1=-578 4.00 10=-511 2.00 PLATE OFFSETS (X=LEFT);[j11=4.5],[j12=2.5], ODD WEBS 8 - 10 = 14.75 Inches STANDARD PANEL 15 Inches OPENING # 1 IS 23.75 Inche 3X3 5X5 4X5 3X3 1. 5X3 3X3 5X5 1.5X3 2 3 4 5 6 7 89 1 .5X3 CA wsl @ +>, 1 13 12 11 18 4X6 3X3 3X7 3X7 4X5 LEFT BEARING A HEIGHT:16 SPAN:16-8-8 RIGHT BEARING:Z ------------------------------------------------------------------------ LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 6-7=0 . 709 TOP CHORD: 4X2 No.2D 19 SP TOP 40 10 BOTT 11-12=0 . 500 BOT CHORD: 4X2 No.2D 19 SP BOTT 0 5 DEFL. @12=0 . 12< L/360 WEBS : 4X2 No. 3 19 SP --------- STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER-M20 HOLDING-193,162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN THISPLATEDSGNSISBFORNTRUSSED ON EACH FABRICATIIONACE ONLYFFORINT PEHANENTR&CTEMP�RARYPT AS BRACING[HT CHS ISNCOMFALWAYSRMS WITH XDSREQD)CONSULTDBLDGNARCHIT CTB ORIENGINEER86 PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS A'lTTVHED TO EACH TRUSS W/ 3 10d NAILS AND RESTRAINED AT EACH END. ATE 174-55 OF aaT_"'z QFC;l 0 R% %`;�ERED S';.•`�• } __<«<<Version 7 . 1>>>>============[ 012535 ]_____________<<«SOUTHERN—DBN>>»__ Customer PBD—STANDEN Thu Jul 13 10 : 21 : 42 199 Project #: 1916 Truss ID F2 Quantity : 1 Span 17-8-12 Height : 1-4 -------- ---- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-48 12-13= 1034 3-1=-1158 8-14=-554 1=-966 2.00 2-3= 0 13-14= 2426 3-18= 1056 9-14= 590 12=-966 2.00 3-4=-1479 14-15= 3249 4-18=-1022 9-13=-950 4-5=-2690 15-16= 3421 4-17= 663 10-13= 987 5-6=-3388 16-17= 3141 5-17=-621 10-12=-1359 6-7=-3473 17-18= 2214 5-16= 343 -. 7-8=-3444 18-1= 719 6-16=-215 8-9=-2851 6-15= 58 9-10=-1743 7-15=-190 10-11= 0 8-15= 271 11-12=-71 To chord sDiices;9-10=3X6 F.P. Bot chord'sD_ices:17-18=3X6 F.P. PLATE OFFSFTS' (X=LEFT):[j15=4.51,[]16=2.51, ODD WEBS 3 — 1 = 9 . 5 Inches STANDARD PANEL 15 Inches -f, OPENING # 1 IS 23.35 Inche 4X5 3X3 5X5 3X3 3X3 3X3 3X4 5X5 3X3 4}i5 2 3 4 5 6 7 8 9 10 11 1 18 17 16 15 14 13 12 4X6 3X4 3X7 4X5 4X5 3X? 3X3 4X6 LEFT BEARING:2 HEIGHT:16 SPAN:17-8-12 RIGHT BEARING:2 LOADING (PSF) — MAX STRESSES— MINIMUM—GRADE OF LUMBER L D TOP 6-7=0 .578 TOP CHORD:4X2 No.2D 19 SP TOP 40 10 BOTT 15-16=0 . 836 BOT CHORD:4X2 No.2D 19 SP BOTT 0 5 DEFL. C15=0 .22< L/360 WEBS :4X2 No. 3 19 SP STR. INC. : LUMB = 1 . 00 PLATE = 1 .00 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES MUSTPLATES ARE MBEEINSTALLEDDONGEACH,FACE OF162 IIJOINTRED SYMNETRICALLY(EXCEPTRASAGALVANIZED SHOWNIDESIGNSCONFORMSEWITHPT SNDSODE�IGN SPECS UBC-ICBO-PCT 80 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PEHANENT & TENPORARY BRACING(WH CH IS ALWAYS REQD)CONSULT BLDG ARCHIT CT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS t NAILS AND RESTRAINED AT EACH END. =c: 17455 ATE QEF! F' ___<<<<Version 7 . 1>>>>============[ 012536 ]_____________<<«SOUTHERN-DBN>>»__ Customer PBD-STANDEN Thu Jul 13 10 : 21 : 47 199 Project #: 1916 Truss ID F2AQuantity : 1 Span 17-2-4 Leight : 1-4 ------------------------ ________________________ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-48 12-13= 639 3-1=-1120 8-14=-597 1=-936 2.00 2-3= 0 13-10 2090 3-18= 1013 9-10 633 12=-936 2.00 3-4=-1424 14-15= 2974 4-18=-919 9-13=-993 4-5=-2514 15-16= 3238 4-17= 620 10-13= 1026 5-6=-3210 16-17= 2994 5-11=-584 10-12=-1089 6-7=-3229 17-18= 2128 5-16= 301 7-8=-3200 18-1= 696 6-16=-185 8-9=-2545 6-15=-10 9-10=-1376 7-15=-190 10-11= 0 8-15= 314 11-12=-44 To chord splices;9-10=3X6 F,P. PLATE OFFSETSp(X=LEFT).[j15X4,5]p[j16=2.5J, ODD WEBS 3 - 1 = 9 . 5 Inches STANDARD PANEL 15 Inches -t, 10 - 12 = 8 .5 Inches OPENING # 1 IS 23 .25 Inahe 4X5 3X3 5X5 3X4 3X3 3X3 3X3 5X5 3X3 4X5 2 3 4 5 6 7 8 9 10 11 IZ= ■ ■ 1 18 17 16 15 14 13 12 4X6 3X3 3X7 4X5 4X5 3X7 3X4 4X6 �--8-7-10 LEFT BEARING:2 HEIGHT:iG SPAN:17-2-4 RIGHT BEARING:2 ----------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0 .510 TOP CHORD:4X2 No.21) 19 SP TOP 40 10 BOTT 15-16=0 . 741BOT CHORD:4X2 No.2D 19 SP BOTT 0 5 DEFL. @16=0 . 19< L�360 WEBS :4X2 No. 3 19 SP ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING • 24 . 0 in. o. c.. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK-M20 HOLDING-193,162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEELO0EXCEPT AS SHOWNSSISEMUST BNSEAFJOINT NERCOPTSNRMS D CORFNSPECS BI80 THDSGNISFORTRUSFABRICATIIONONLYFORPERANT6TEMPRARYBRACING(WHCHISALWAYSREQD)CONSULTBLDG ARCHITiCTORENGINEER PROVIDE CONTINUOUS'HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W 3 NAILS AND RESTRAINED AT EACH END. : 17455 OF 3; ••.0 0 ft... 'QED ___<<<<Version 7 . 1>>>>============[ 012534 ]_____________<<«SOUTHERN—DBN>>»__ Customer PBD—STANDEN Thu Jul 13 10 : 21 : 38 199 Project #: 1916 Truss ID F2B4uantity : 1 --Span-----=-16-1-8------- — eight----•-1-4 -- -------- ------------------------------------------------------- ---------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-66 11-12= 0 3-1=-1177 8-13=-140 1=-875 8.00 2-3= 0 12-13= 1215 3-17= 872 9-13= 776 11=-815 2.00 3-4=-1493 13-14= 2305 4-17=-836 9-12=-1094 4-5=-2436 14-15= 2879 4-16= 476 10-12= 887 5-6=-2866 15-16= 2753 5-16=-440 6-7=-2663 16-17= 2094 5-15= 157 7-8=-2634 17-1= 866 6-15=-84 - 8-9=-1713 6-14=-240 9-10=-428 7-14=-190 10-11=-872 8-14= 457 To chord splices:8-9=3X6 F.P. Bot, chord splices:16-17=3X6 F.P, PLATE OFFSETS (X=LEFT):[j14=4.5],[j15=2.5], ODD WEBS 3 — i = 14. 25 Inches STANDARD PANEL 15 Inches 10 — 12 = 6 Inches OPENING # 1 IS 23.25 Inche 4X4 3X3 5X5 4X4 3X3 3X3 5X5 3X3 4X6 2 3 4 5 6 7 8 9 1W V%/,\Z\. 1 17 16 15 14 13 12 11 4X6 4X4 3X7 4X4 3X4 3X3 3X7 4X4 LEFT BEARING:B HEIGHT:16 SPAN:16-1-8 RIGHT BEARING:2 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 6-7-0 . 705 TOP - CHORD: 4X2 No. 2D 19 SP TOP 40 10 BOTT 14-15=0 . 928 BOT CHORD:4X2 No.2D 19 SP BOTT 0 5 DEFL. @15=0 . 15< L/360 WEBS :4X2 No. 3 19 SP ------------------------------------------------------------------------------- STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE PLATES MUSTMBEEINSTALLEDDONGEACH,FACE OF162 UJOINTRED FROM ASTM SYMITRICALLYA446 EXCEPTRASAGALVANIZED SHOWNttDESIGNSCONF�RMSEPT WITHSNDSODE�IGN SPECS UBC-ICBOuPCT 80 THIS DSGN IS FOR TRUSS FABRICATION ONLY-FOR PE�MANENT & TEMP�RARY BRACING(WHTCH IS ALWAYS REQD)CONSULT BLDG ARCHITH OR ENGINEER PROVIDE•CONTINUOUS_HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W1 3 10 NAILS AND RESTRAINED AT EACH END, s •PA = _ -. �. •.,� fT=,� __=<<«Version 7 . 1>>>>============[ 012537 ]=============<<«SOUTHERN-DBN>>>>== Customer PBD-STANDEN Thu Jul 13 10 : 21 : 52 199 Project #: 1916 Truss ID F2C Quantity : 10 Span 16-10-8 Height : 1-4 ----------_________________________________ _______________________ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-48 12-13= 950 3-1=-1095 8-14=-490 1=-911 2.00 2-3= 0 13-14= 2250 3-18= 985 9-14= 526 12=-911 4.00 3-0-1389 14-15= 2980 4-18=-951 9-13=-885 4-5=-2498 15-16= 3109 4-17= 592 10-13= 922 5-6=-3100 16-11= 2898 5-17=-556 10-12=-1265 6-7=-3143 17-18= 2073 5-16= 281 7-8=-3135 18-1= 680 6-16=-174 8-9=-2628 6-15= 41 9-10=-1613 7-15=-151 10-11= 0 8-15= 216 11-12=-69 TOD chord sD1ices:8-9=3X6 F.P. Bott, chord'splices:16-17=3X6 F.P.W/2X6 S.P. ODD WEBS 3 - 1 = 9 .5 Inches STANDARD PANEL 15 Inches OPENING # 1 IS 19 Inches' 3X3 4X5 3X3 3X3 1.5X3 1 . 5X3 3X3 3X3 4X4 1. 5X3 2 3 4 5 6 7 8 9 1A 11 1.5X3 1 18 17 16 15 14 13 12 4X6 3X3 3X3 4X4 4X5 3X3 3X3 4X6 �-8-2-8 LEFT BEARING:Z HEIGHT:16 SPAN:16-18-8 RIGHT BEARING:4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 7-8=0 . 502 TOP CHORD:4X2 No.2D 19 SP TOP 40 10 BOTT 15-16-0 . 738BOT CHORD:4X2 No.2D 19 SP BOTT---O----5---------- DEF-_ = --- -- @15_0_18= - WEBS----- 4X2-No.3-19®SP -- -------- STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING • 24 .0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER-M20 HOLDING-193,162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEELlO0EXCEPT AS SHOWN)SS THISPLATEDSGNSISBFORNTRUSSED ON EACFABRICATIONACE OONLYFFORINT PHMANENTR&CTEMP�RARYPT AS BRACING(WHICHSISNCOXFALWAYSRXS WITH RDS REQD)CONSULTDBLDG NARCHITkCTSPECS BORIENGINEER 80 PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS = NAILS AND RESTRAINED AT EACH END. r OFT;,� ___<<<<Version 7 . 1>>>>============[ 012538 ]_____________««SOUTHERN-DBN>>»__ Customer PBD-STANDEN* Thu Jul 13 10 :21 : 57 199 Project #: 19616 Truss ID F2D Quantity -7 Height : 1Span -4 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-48 12-13= 777 3-1=-1011 8-14=-510 1=-903 2.00 2-3= 0 13-14= 2104 3-18= 965 9-14= 546 12=-903 2.00 3-0-1363 14-15= 2863 4-18=-932 9-13=-905 4-5=-2445 15-16= 3026 4-11= 572 10-13= 940 5-6=-3018 16-11= 2830 5-17=-536 10-12=-1141 6-7=-3040 17-18= 2033 5-16= 262 7-8=-3032 18-1= 669 6-16=-160 ' 8-9=-2496 6-15= 16 9-10=-1453 7-15=-151 10-11= 0 8-15= 235 11-12=-56 To chord splices;8-9=3X6 F.P, Bot, chord splices;17-18=3X6 F,P. OBD WEBS 3 - 1 = 9. 5 Inches STANDARD PANEL 15 Inches .1@ - 12 = 11. 5 Inches OPENING # 1 IS 19- Inches 3X3 4X5 3X3 3X3 1. 5X3 1. 5X3 3X3 3X3 4}{4 1 . 5X3 2 3 4 5 6 7 8 9 10 11 1 18 17 16 15 14 13 12 4X6 3X3 3X3 4X4 4X5 3X3 3X3 4X6 I--8-2-8 LEFT BEARING:2 HEIGHT:16 SPAN:16-7 RIGHT BEARING:2 --------------------------------------- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 7-8=0 . 492 TOP CHORD:4X2 No.2D 19 SP TOP 40 10 BOTT 15-16=0 . 694 BOT CHORD:4X2 No.21) 19 SP BOTT 0 5 DEFL. @15=0 . 17< L/360 WEBS :4X2 No. 3 19 SP ----------------------- STR. INC. : LUMB . = 1 . 00 PLATE = 1 . 00 SPACING 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER-M20 HOLDING-193ACH,162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL EXCEPT AS.SHOWN 1S THISPLATEDSGNSISBFORNTRUSSED ON FABRICATIONACE ONLIFFORINT PEkXANENTR&CTEMP�NARYPT AS BRACING�HCH ISNALWAYSRMS REQDyCONSULTDS DBLDGNARCHITiCTSPECS BORIENGINEER80 PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACIS ATTACHED TO EACH TRUSS W NAILS AND RESTRAINED AT EACH END. • �rr EDr ___<<<<Version 7 . 1>>>>============( 012539 ]_____________<<«SOUTHERN-DBN>>»-_ Customer PBD-STANDEN Thu Jul 13 10 : 22 : 02 199 Project # : 1916 Truss ID F4 Quantity : 7 Span Top 9-2 , Bot 8-10 Height : 1-0 _________________________________________ ------------------------ -______________ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-11 8-9= 0 3-1=-756 1=-481 2.00 2-3= 0 9-10= 1004 3-12= 378 7=-481 4.00 3-4=-953 10-11= 1166 4-12=-291 4-5=-1167 11-12= 1165 4-11= 13 5-6=-1158 12-1= 643 4-10= 1 6-7=-558 5-10=-126 7-8= 7 6-10= 211 6-9=-544 7-9= 648 ODD WEBS 4 - 12 = 11 . 25 Inches STANDARD PANEL 15 Inches 6 - 10 = 11 . 25 Inches OPENING # 1 IS 16 Inches 3X3 1.5X3 5X9 3X3 3X3 3X3 .2 3 4 5 6 7 2-10-8 1 12 11 10 9 8 4X6 1.5X3 3X4 3X3 3X3 1. 5X3 f--4-5-12 LEFT BEARING:2 HEIGHT-:12 SPANS-18 RIGHT BEARING:4 _____------------________________________________________________________________ LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0 . 383 TOP CHORD:4X2 No.2D 19 SP TOP 40 10 BOTT 11-12-0 . 283BOT CHORD:4X2 No.2D 19 SP BOTT 0 5 DEFL. @11=0 . 03< L/360 WEBS :4X2 No.3 19 SP ---------------- STR. INC. : LUMB = 1 . 00 PLATE = 1 . 00 SPACING • 24 . 0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER-M20 HOLDING-193,162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL EXCEPT AS SHOWN THISPLATEDSGNSISBFORNTRUSSEFABRICATID ON ONAONLYFCE FORIPElMANENTNT R&CTEMP�RARYPBRACING�HAS ICHSISNALWAYCOMFSRREQD)CONSULTMS WITH NDS DBLDGNARCHITiCTSPECS BORIENGINEER80 PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W/ 3 10d NAILS AND RESTRAINED AT EACH END. J r ' .: 0 s 17'455