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Permits 1371 Linkside Dr (vault folder) $ y A R ADDRESS BUILDING PERMIT NUMBER fJ INSPECTIONS: FOOTING UNDER SLAB PLUMBING ` a_2c g SLAB Al-- a 6- 9,q FRAMING 3 �2 7 COVER-UP 15- a-1- INSULATION -1-INSULATION `7- FINAL BUILDING '1 �y 4 CERTIFICATE OF OCCUPANCY -7 �^ ELECTRICAL PERMIT # 02z/g INSPECTIONS ROUGH �7 FINAL 7 ( MECHANICAL PERMIT # PLUMBING PERMIT NOTES: <, f 1� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029835 Date 3/24/05 Property Address . . . . . . 1371 LINKSIDE DR Tenant nbr, name . . . . . . 20 X 12 SCREEN ROOM Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6065 Owner Contractor ---- ---------- -- -- ------ ------------ --- ---- --- -- ARMSTRONG, PATRICIA JACKSONVILLE HOME-PRO INC 5021 MUSTANG ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 296-9980 ---- ----------------------------------------------- ----------- --- ----------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Pee . . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 6065 Fee summary Charged Paid Credited Due ----------------- ------- --- ---------- ---------- - - --- - ---- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 x Grand Total 97 . 50 97 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL s CITY OF ATLANTIC BEACH cc: S BUILDING 1 ZONING DEPARTMENT D. Ford s� 800 Seminole Road S. Doerr J Atlantic Beach,Florida 32233 r Jia . (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 55 q 3 5 Property Address: D 'L DQ - Applicant: Project: This permit application has been: Approved F-� Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: f�r111 pf�y CIT✓ r' ..f!ar r!� I �I i (�'�N CITY OF ATLANTIC BEACH 5 p 2005BUILDING PERMIT APPLICATION (Alterations&Additions) 3 BY Date: Job Address: Owner of Property: f A-V-r p Z,R f ^- ? Address: ) � ) ^' s l N t' b r. ,�TL •�- . 223 J Telephone: ' 64 r oN(4:3 8 o) Legal Description: Block Number: �� Lot Number: 70 Zoning District: r Contractor: -.JA e',-),U)I Ki /,69.A- pecIJJAACS� State License Number: Contractor Address: �b21 M�$ �-cL 2 4�- F). Telephone: a�( - t 4 q q � Fax: Describe proposed use and work to be done: Present use of land or building(s): 5//-- e Je Valuation of proposed construction: 610.5 What are the dimensions of the added space: Z© feet x _2� feet Will the added area be heated and cooled? /40 New electrical or increase in service? � Add plumbing fixtures?&D_ Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. O. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all info •,on rovided with thislication isX1 correct. Signature of owner: 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. Signature of Contractor: ,�^ Date: 3 -7 Address and co information of person to receive all correspondence regarding this application(please print). Mailing Address: ZZI Telephone: Sc1 f--�'1` Fax: Z CL L,- E-Mail: AS TO OWNER: 5� Swom to and subscribed before me this day of A r ,20 . State of Florida,County of Duval Notary's Signature: ' DEBORAH W.BOOTH a.: MY COMMISSION#I%D t34486 �s COMMITS:jtqy ION 16,2006 ❑ —Personally known ;qf; ,"hn,nngr,luWu�,wrneM Produced identification - Type of identification produced !'ty< L 1 C t_4_4S e- AS TO CONTRACTOR: Sworn to and subscribed before me this day of C", Y VK State of Florida,County of Duval Notary's Signature: JENNIFER SCHLUETER E MY COMMISSION#DD 121361 ❑ Personally known :o EXPIRES:May 27,2006 9--Produced identification P ow* , oondedTMu Notary Punto U MenwAer� Type of identification produced C, :9 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.stlantic-beach.fl.us Page 3 Revised 8/04 SELVA LINKSIDE UNIT 1 HOMEOWNERS ASSOCIATION 1121 Linkside Court East Atlantic Beach,FL 32233 March 1, 2005 Jacksonville Home Pro 5021 Mustang Road Jacksonville, FL 32216 The Chairman of the Architecture Review Committee, George Bulson, and I have reviewed the drawings and site plan for the 12 x 20 screen room you furnished me. The proposed room fits well within the Declaration of Covenants, Restrictions and Easement for Selva Linkside Unit One. Sincerely, r, r r r. June Morris, President cc -George Bulson, Chairman ARC and VP Pat Armstrong, 1371 Linkside Dr. MAP SHOWNG BOUNDARY SURVEY OF 17 LOT 13LOCK 4w AS SHOWN ON MAP OF FLA AS R�Ei ORDF.D 1N PLAT 130(:4e, _... __._ A{ �-e.• ''�. OF THE CURRENT f}tl�#I.IC R' Ct7�i!75 C9 I�UVRi. CO., FOR S t RN A 0 E- A.�._ ..MNOTE! NAPPMUSVMNfp-tF! �. APP#At,r 40te -r4FC'WA/ d y r�'�'.9rw/J�01 rt Jr4F&?',',V, &AWW4F YO Jr-OFrr /V 4014 d .I "e. t Si w +u M ti 4 fib ,� �I.rO►r'►� �'dE++vri/ .+4449 /, I IWMWY CARIV1' THAT THi$SuAVEY,PERF:04AMED UHM MAZY AES"&SLE DIAEC"'ON, MEED THE MINR&MA LF--QEW: '5.r.hl flGX-STA HOARDS FOA LAMU S%JRYMRS A ikCCORtIA4CE W'TM Ct1APTEr 21 HH.S,FLA. 4LDWt*$TRATlVE 00 `: N cowcum Immmitw tPUNSUANT TO SLC"TICIN 4M077.OLOIR10At STATUTES),MO PUAtHER GERTW-YP4ATT!(MF ARE tO'ASISIX eNCROAtCH- � 11Z"li/rJ1Wb WRA MEN'R UPr,,N THE Sj&*f37 PRL79ERTY EXC .PT AI SHOWN 6N THIS SURVEY lawy�f�� 0 y�Y'MC7 lRB1►•1..1.fYril .lL%1 7Mc r.07 ShOWN HI�NE.n�I �a IN rL06U Nd6.t. Oi1140M1Q M�'!'91iCT1RA DIY :-- 0,15 V~ 0N TKF. r-L00V W&JIRAIw•"C: RATr CTIA VN -Nr,ASSOCIATES, INC. a cturTWr►e ewrr+t Mtaeal 000, CGMMUNo?Y r A2FkC : f � A NNG r4C! circ Nr• rr7`r e�r>"' :ye✓,.�ktvs�!AW AO Gor""Of!'RMIIp SURVEYEI) 1s _ _— P.Y. pow oR YEA KALEd�. r.<.C. POOT ew malrKaae SFE' ,y CITY OF ATLANTIC BEACH Cc: BL UILDING / ZONING DEPARTMENT L. Ford r1 800 Seminole Road L. Higgins ' Atlantic Beach,Florida 32233 r J3 ) (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 S — 2 q f3 3 S Property Address: i-�K..S f DF., D . Applicant: Project: ?.Uo✓Y1 This permit ��application has been: �J— Approved 0 Reviewed and the following items need attention: Please re-submit yo r app . ation when these items have been completed. Reviewed By: Date: e�3 ,a TOS" Date Contractor Notified: R E 0 E I V E D CITY OF ATLANTIC BEACH ZONNG CITY OF ATLANTIC BEACH MAR 0 7 2005 ILDING PERMIT APPLICATION (Alterations&Additions) 4E83y: Date: Job Address: 1 ,5 S 1 t Owner of Property: ?? �y Address: 11 L- 1 ts C T , L ��. ZJ_� Telephone: 10`('"vs�v� �� 7 Legal Description: Block Number: Lot Number: 7b Zoning District: Contractor: k _State License Number: Contractor Address: �b21 /��� �-G 2 � A,-A- F) Z Telephone: 1D`�( ' Z.q 4 q R ye Fax: Describe proposed use andworkto be done: ��C,l�'�i�,.� S r! ►o. Present use of land or building(s): Valuation of proposed construction: ��t�(o.Jr o� What are the dimensions of the added space: feet xJ feet Will the added area be heated and cooled? 140 New electrical or increase in service? Add plumbing fixtures? &L7 Add fireplace? Add heatinglair conditioning? 9-)0 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the originalimpervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. vO. Applicant certifies that no trees will be.removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as annroariate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all inform ion rovided with this application is correct. C Signature of owner: X Y Date: 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. Signature of Contractor: ,�-^ Date: 3 -7 Address and co information of person to receive all correspondence regarding this application(please print). Name: S1Ar`^�-5 '" �-- Mailing Address: Z21 l„ S n. y-e. b r, 1" { 3 2Z ZS Telephone: .r�1 I���`n Fax: 75.L,' �'�' ,Z`I E-Mail: AS TO OWNER: 51 Sworn to and subscribed before me this lay of ✓n A r ,20 . State of Florida,County of Duval Notary's Signature:_\' ` + = DEBORAH W.BOOTH ?•: .- MY COMMISSION#CD 134486 ❑ EXPIRES:.iu�y 16,2personally known 006 rhmNur.,, UrKUrwritara Produced identification - Type of identification produced Dr lf:�Se AS TO CONTRACTOR: A Sworn to and subscribed before me this day of 20 V State of Florida,County of Duval Notary's Signature: JENNIFER=i2130i Personally known *. *. MY COMMISS ❑ y �: os EXPIRES: l�roduced identificationowdedThruNotaType of identification produced G3� 4 2- 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 SELVA LINKSIDE UNIT 1 HOMEOWNERS ASSOCIATION 1121 Linkside Court East Atlantic Beach,FL 32233 March 1, 2005 Jacksonville Home Pro 5021 Mustang Road Jacksonville,FL 32216 The Chairman of the Architecture Review Committee, George Bulson, and 1 have reviewed the drawings and site plan for the 12 x 20 screen room you furnished me. The proposed room fits well within the Declaration of Covenants,Restrictions and Easement for Selva Linkside Unit One. Sincerely, e Morris, President cc -George Bulson, Chairman ARC and VP Pat Armstrong, 1371 Linkside Dr. .....■war 81#6 mw AtlanticI Dwi 33//'c4� 11 TpiptCna34rm Description 29�ity Amm"t r BUILDING PM78 $97.51 Tender detail CK OW TetBred 5166 19977.51 Tetal payment $97.51 Trans date: 3124115 Time: IM M54 GAAP ^HOWNG BOUNOARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF AS RKORDED W PLAT 80CW, _.."� _ PAGMS ___ QF THE CURRIEW f=1J8tJC REC091.1$ OF DUVA! CO.. PLA. hlt"t"YE! WARING3%40WN HEPEON ARS�3Rb Ott THE ABOVE Mt �ED P1 h i. PlalaNnp and ZapinO .40WAff ,aF .,r" .v :oninb, subdivision and other boN tend JNf � aL.. development On Wmencis_ with FioriWa Btdidft a a w' 8taft edo* pp . gW aiaOf the(W#of Aftft A'raev«r e.N� rRrr� Mi0►tiN• {,t1�0/'.+�ret/�+GII'SRF'� if!'7`t,'✓r�"r'yd'.f _ . ,. v . • � "' ` y i� z ti .:,ev Pit .�.��' ' , .• V 4-Is W �� '4 r e MA � ��.-�r�__;�..��_.'?�a�` _�7t,� +�C'Jclr .�•"�''�,t;�C�d�,.[11.f�►� ._._...._.__... ,, •....._,...�..._._.._______...�....__......,.,......__. _,_,.., r.�tyc. Sy�- w�r.��'-��.�.+�'•-"".' .�-._...,._....._.�.........�._.,.,.......�..�aa�;1''�'�rr.�.sa,Kt,P�', r.!wTa,rw►�' F,�tr'�ri►�,AE�6J" , n!Jii°Y ,�•fid ..�...,�...,..._ �`��✓1Vi� .�/GE,� I MeRWY URTWY THAT THi$SURVEY.PERFOAM14D UNM MY AESPOWIXE OIAECICK MtM THE Mitili!AUM 'EGf•iNfiCA.L STANDARDS FOA LANU S%JRYMRS ih AC"CORDAVCE W!TH ChAPMP Zl HH.S.FLA. !4DAAIt�i$.jj%AnVe Cote tPURSUANT T)SECT)O H 47^2.017,PLORIDA STA.TMES),AF O PUf rHER IMEIVIFYT'4AT TJ'(fAF ARE NO 03181.E ENCROACH- a C0161)"ll"SOW4 IIWY Y15N-m UP?UN TWf 5!JM!-7 PROPERTY CXCEIPI' Al SHOWN 6N P415 SURM iea..po m WW" �ry y� �1g��►y� b uY'IACT 11ltIN ;..R trw TMe' RC 7 &HOW t T IN FI.C)'60 0A.6. WALM►41 RW%47WW LOM row- AS SHOWN ON Txr. r-LOO4 IsrOVRANCL 14AT9 'CLAR'SON Apyb A"OCI+A° ES, I"C. r rRwll«►c MAP, CdbWk;W?'r vuRI, IQ 12%1'4' _+CTr�lfdr/,a OATE® RALGIo AVIL JA:tiWiilFlLI'v' KA 32207 " euiseaRl Ctry mr•� rl7l.OAIX-Of e•w,.��'cpoCrC�tl! A AM RWXON CII CNOMII blarAms PC. pmr OF l7WvYp1YWW 5s"LiiaV'FYrw �A 4 1 .. _ P.T. Fora OF,rye ,r y !A ! 9uRV&ifiR rr , T. ae r.s�e. ►olrr of■a+xn�lt tr�lgr 3CAL _.�..r .�_ _ ► / +r+�, r,.;.c, "T nr oompau lr*-rA I7 CITY OF 4&4^44c Bim-I& C_ Office of Building Official REQUEST FOR INSPECTION Date s`' (— rmit N0. 1 / Time A.M. Received PM. C— Jo��Cdrlres r f` Locality � f < Owner's Name �'�' G tA. } Contractor BUILDING CONCRETE ELECTRICAL ` PLUMBING MECHANICAL Framing Footing --Rough Wiring — Rough Air Cond.& Re Roofing Slab Temp Pale Top Out E Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION /---A,W /Mon. Tues. Wed. Thurs. Friday PW T //IS A.M. ` inspection Made j f— RM. �r Inspector Final inspection Certificate of Occupa cy t Date 1 I CITY OF 800 SEMINOLE ROAD A-L. ___..__ _ ..---_- _ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247.5800 FAX(904)247-SSOS NOTICE TO: Water Department FROM: Building Department DATE: 9-- I J-- -9 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 ('.. -7Building Department Tatift'ratt of Mrrupanq THU of Atlantic lhac4 — Noriba 1hpartmtnt of Nutlbtng Jnspertton This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification 'S—J ngle F ii6y Re_ 'A deTice Bldg.Permit No. 8097 Group Type Construction Fire District AtIantic Eeach t 6620 South�ment D ,,,e :it ulh Owner of Building C&ntex Real :,stat Address , � n• c[Ct SQ,_r� T -G fi Builth Address 1.37 7. L:i.rzic 3 e. I i V€ Locality Atl:atti c Beach FL 322.33 By: DMI C. FORD # Building Official Date: r I POST IN A CONSPICUOUS PLACE MAP -SHOWING BOUNDARY SURVEY OF LOT M BLOCK A5 SHOWN ON MAP OF - fez V4' zlxl ol..046 &,O<//;' / AS RECORDED IN PLAT BOOK _A4__ PAGES 2823,4 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: G' 7 X /y�eDii�i�S C'a i�IrFAT-lc�c/ NOTE $EA lNGS SHOWN HEREON ARE BASEL} ON THE ABOVE MENTIONED PLAT. /.411?T OF _4Trp,v /7, 7,*,1V,`F.Gi/P r _1474e W, ,eAVa f 29 6A�r �v JWWIPWAI ITT p s' — .2►ra',f,4.WA1e yr s�� 0 4q ti coti4,o6!:0 �• �f8' � 13,5• � �� ,4,. . . Q 4 Il B' 4 �,'`• ? '°' ' ''DD J U L 141994 41A Building and Zoning (so o/6"AIf Gx-/VAC �4EYl9t� 7�J - 94 �rar�: dc,�r� Cdvc�'ar�dR/c�� -•---------- ------•— i,4!/$[. SuY�t/�" -7- __. :., c.- r,�,a,/o .4'GG ♦,�n.1IS ;r �` ,�rl .S"•/8� ii/pTae.' •�"Pcrt/P .d IDG iBDA/.S I HEREBY CtRTIFY THAT TH1$ SURVEY, PERFORMED UNDER MY RESPONSIBLE DIREC=TION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE f CONCRETE MONUMENT (PURSUANT TO SECTION 472..027.FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENGROA.CH- 112"FOUND IRON MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 0 1/2"SIT IRON-L.B.1104 FLOOD CERtIFIq►,TE' THE _rT SHOWN HEREON 1S IN FLOOD BA L. BUILDING RESTRICTION LING ZONE X r.,S 15W)WN ON THE FLOOD INSURANCE RATE CLAR$QN AND A$$QCIATE$, IN�i. � CENTRAL ANGLE Q4o� N RADIUS MAP, ,_CWMI 1iNITY PANEL NO 12007,11r _ ----- GATED -/7- 9 1843 NALDO AVE.JACKSONVILLE, FLA 34307 A ARC DIST MICE C/7r' C CN. CHORD DISTANCE P.0 POINT OF CURVATURE Af SURVEYED r�/� -- 19 Pr POINT OF TRN6r.NCY ISTERED SURVEYOR NO. 2.#41 FLA. P.R C POINT OF REVOOSE CURVE SCALD. _. J/- POINT OF COMPOUND C4INyt �+f/lr fw FIELD BOOK �!�"9ef PQ. 2J, ¢50 4 Cir V Of Office of Building Official REQUEST FOR INSPECTION Date— Permit No. Time Received P Job Address ocal,t Owner's Nam �=- � —`7" Contractor �ng CONCRETE ELECTRICAL PLUMBING i Footinc Rough Wiring Rough Air Con..d. & Re Roofing Stab Temp Pole Top Out Heating Insulation Lintel Finaf '_ Sewer - Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Friday P.M Thurs. inspection Made inapector_—� - ertificate of Occupa Date CITY OF V ✓ L11, Office of Building Official GUEST FOR INSPECTION Date O _ Permit No. (0 /3 Time A.M. { \ Received 4 PIVI- ,10111 ddress al ty Owner's //�— Name � �� �� Contractor 4LjLt BUILDING CONCRETEECl'RIG PLUMBING MECHANICAL Framing Footing ❑ G Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole Top Out ❑ Heating Insulation Lintel E Final6� Sewer [I Fire Place ❑ /// ��\ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday 1 — A.M. Inspection Made ^ P.M. Inspector r' Final Inspection Certificate of ccupancy C Date LATE : PRL-::EkVICE: DIVISION JACKSONVILLE: ELECTRIC AUTHORITY 2j--3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE 6ATlSFACTORY : a, /��,errz" ,fL c_'L-_L-L��r-------------- -- -Z -----` --------------- --------------------------- r` � -- ,P- vE ---------------- 1--371 - --------------- �� 7 16:56 ..L i �S ------------------- Enclosed are the blue copies of the permits. I,IJK." R LY. j r SUILUING INS ECTION DIVISION cc : FILE CITY OF ATLANTIC BEACH, FLORIDA a Approwdby APPLICATION FOR ELECTRICAL -RERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,..J �/..,.w 19W a 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. ,1 xhlA CD /QtC � �G°1f.S��jA�''�✓ ELECT ICAL.FIRM:: f MASTEil ELEE JQURblEYMA- NAME.. �' l� (�X_«__J�/.�/yIP.S' ,r�,r► // nn _•.•.._•ADDRESS:�� .04e, RFD BOX BLDG.SIZE BETWEEN: RES. APT.( I COMM.( ) PUBLIC,( ) INDUS.1 1 NEWX OLD t ! REW.( ) ADDITION( ) TRAILER ( 1 TEMP.1 1 SIGNS ( I SO.FT. SERVICE: NEW w- INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE PS COPPER ALUM.Dd SWITCHOR BREAKER /5—OAMPS W Z Ap Y EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPO. OV[R APPLIANCES F I i BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1OVER MOTORS i.P. VOLTAGE PHS N0. 1II.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 7-1 FORWARDED TOTAL FEES -- 1 ` !3 yCiTY OF J u•A `f 4d 4dw -4;& da Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A. Received Job Ads"_ ::�;_Z_ ocali y Owner's NameContractor _ BUILDING CONCRETE ELECTRICAL PLUMBING``. MECHANICAL Framing Footing Rough Wiring E Rough � Air Cond. & Re Roofing _ Slab Temp Pole Top Out ❑ Heating Insulation Lintel _. Final Sewer Fire Place = Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made — P.M. ��spector, Final Inspection Certificate of Occupancy E Date �/j}4K.4�� .`C AWCITY OF 4ld -49&Z3tlts Office of Building Official REQUEST FOR INSPECTION Date Y ! —z? Permit Na. Time A.M. Received _/�{ 1 P.M. Job Address Locality u Owner's Name Contractor BUILDING ELECTRICAL PLUMBING MECHANICAL Framing _C:CONCFE ota4"",""� Rough Wiring C Rough D Air Cond.& Cl Re Roofing =_ Slab ` Temp Pole C' Top but Heating Insulation Lintel _ Final _ Sewer 1 Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed, 7hurs. Friday PM. inspection Made _ �;;��� RM. Finale of O .T pectar — .. Certificate of Occupancy u Date _ _ _ �te,_ ��. hCITY OF 4&a& 1 M44-0;&, 4 Office of Building Official REQUEST FOR INSPECTI P! Date Permit o. Time—_____ �} � Received 7 Job Address �t�teafi Owner's Name Pdame Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing E, Rough Wiring E E Air Cond.& Re Roofing V° Slab 0 Temp Pole - Top Out E Heating Insulation U Lintel Final v Sewer `` Fire Place Pre Fab READY FOR INSPECTION �-� Mon. Tues. Thurs Friday A.M. Inspection Made Final inspection inspector Certificate of Occupancy C Date ____ nn11��-- ��##' /CITY OF /� fY,L�G S�LEC Be -1"' Office of Building Official REQUEST FOR INSPECTION Date____ J Permit No. C1 Time �,.a. C!'^' A.M. Received `_ _..0_�_ _. _P.M. 7.b ��— ass Locality Owner's Name __Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing = Rough Wiring Rough ❑ Air Cond.& 13 Re Roofi Slab _ Temp Pole � Top Out a Heating a i" Lintel Final Sewer Fire Place F7 / Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. rid A.M. Inspection.Made ?sspecfor Final Inspection v7 Certificate of Occupancy u Date ._ OF ADDITIONS s CORRECTIONS t • NOT REMOVE JOB ADDRESS f DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted SE�c,. � 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, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additionsor corrections have been made, calBuilding Department for an inspection. Field Inspectors are in the office from - S07—Qom7—to j Monday through Friday. PLUMBING EIEC BLDG {%y H-4 PRESS HARD-USE BALL POINT PEN ;rCfTY OF A373M 1 -0; Office of Building Official � REQUEST FOR INSPECTIONt, DateV11 Permit No. I Time �j�c A.M. Received ��-qr �� PM J6 Address Locality Owner's r (Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring C Rough C Air Cond. & Re Roofing C Slab ❑ Tamp Pole C Top Out , Heating In n Lintel Cl Final C Sewer ❑ Fire Place C o Pre Fab ,4, s `� ``j READY FOR INSPECTION A. _w Mon. Tues Wed. Thurs. ' Friday _ .M. A.M. Inspection, Made __ / _ Final Inspection C? Certificate of Occupancy i Date. TRANSMITTAL DOCUMENT FOR JEA DATE: 6 I- 91 The following permits have passed "rough" inspection: Permit No. Address 53.52 / SL �IS q F34-1 &A)k-z,�o Rei &mej&x=exxxxxxXAxl m[e*mnpdxmxccfxxkkax Please update your records accordingly. BUILDING CLERK CITY OF ATLANTIC BEACH /vcb P$R 3844 c 8373 ` DEPARTMENT OF BUILDING ~' OITY OF ATLANTIC BEACH � y PERMIT INFORMATION , -7- --- -------- LOCATTOPI INFOPM)MON Permit Number: 8.373 Address: 1,371 LINRSIDE DRIVE Permit Type: MECHANTCAI, ATLANTIC BEACH. FLORIDA 3 2 233 CI as of, W rk: NEW I L DZSCRIPTION 4 Co�?"l�t� Type: WOOD? :FRAME T,�t . � �7+� � Block:, � Section: Proposed Use: ,SINGLE ?AMILY' Tow hi RN€3,. 0 ewe .i x a r ?' Sub ivisi ' :` Set r L► Issid E4t ted Value. MOO Tmp,'To . Cost ' 6tal Fees : $37,.00 oun't 00 ` P /23. 94 1 GM c r D r w + 5fiN 3 ,4'OQBTtr CN HVAC TI,0f; AP EC�iMN FEES Name, 1MR& 1w a PERMIT' $37 .00 ' � Adds¢ E DRIVE � u � WATER IMPACT FEE $0 ,00 BCH, FLORIDA 2� 3 . � IMPAC I��E �? .0� � Ph' TAS ' R " I NPORMAT VON -.. RAIIDH CAB _5% MOO, �. N Ck d N AT AI� C'AI'ITA IMPROVE, $'o»00 BUN FAM 00,' IT DFkAtJ I C If ARE $0-00 CAA 3 TYI O GROES CONNECTION :{ .00 SE'C.H MLA ' fEE -tq,o o i CONST, SURCHARGRpE O ` AM IstOTE$' r f ~ a NOTICE ALL CONCM&E FORMS MIND FOOTINGS,MUST BE INSPECTEA SEFOfl>cPOURING 'i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST 40T BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULEQ AWAY BY EITHER CONTRACTOR OR OWNER 1°FAILURE TO COMPLY WITH THE MECHANICS' LIEN L�AW 'CA N RESULT tN 'THE 00oPERTY OWNSW PAYING TWICE FOR BUILD G 1IMPOMMENTS 1SSUE0 ACCORDING TO APPROVED PLANS WHICH ARE PART OF'THIS,PERM,T`AND Sq. EUECT TO REVOCATION FOR VIOLATION CSF APPLICABLL�Pflt IS1�7NS OF LAW. � BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLAHTIG 13EACH, FLORIDA 32X33 APPLICATION FOR MECHANICAL- PERMIT cal-,N NUMaER IMPORTANT — Applicant to complete all items in sections 1, II,,III, and IV. LOCATION Street Address: 1371 LI=IDE DRIVE OF Intersecting $frosts: datwaen SEMINOLE ROAD r And ATTAN`j'f BTVD BUILDING SELVA LINKSIDE LOT# 70 Sub•s(fviiron � 11. IDENTIFICATION —To be completed by all applicants In consideration of permit given for doing the work as described in the ebcve statement we hei*by 89,00 to 1:0•fc,m said wo•i with the attach}d plans and specifications which are a pert hereof and in accordance with the Ci►y of Joclsonvil'e ordinances a-a s•a-:a•as of good practice listed therein. �trastei«1p ieij al MANDARIN HEATING AND AIR Contractors itt i`tor` CACA12623 Name of f Proper" Owner CENTEX HOMES] 3 stgaeture of Owner Signature of w Authorised Allen# Architect or Engineer Ice. GWOLA . INFORMAWN A. 7 of beating tads 8• is OTHER CONSTRUCTION #110TET'sc ON �otd.ctne THIS BUILDING OR SITE? YN�� O Goo-0 V (3 Nolural O Coaled Utility IF YES, GIVE NUMBER Of CONSTRUCTION O Oi PERMIT 8097 O Otha — Specify IV. MICHANIGAL EQUIPMONT TO U INSTA= NA RE OF WORK (!nevi(-compl-to Rd of componooh os back of this fern) Residential or (J Commercial Heat O Spaa O Recessed XC4101110011 O poor New Building Air Condrt;ooings (3 Room )lil C-nfr-) O Existing Building Oust Sydoms Mehri•t FLEX & DUCTB9�RL1 �1� � ❑ RoplaeemsiAt of existing system moslmun,"pail, 1200 9.1^ A New Installation(No system previously installed) Q Reh:gomtiow ❑ Extension of add-on to existing system ❑ Other —Speclty_ Q Cooling towel: Gpedy O,p.m. —' Q firs spriakim: Number of bei O So"te► O mis"If O EsalotoInumbsel THIS $PACO!OR OFFICE USII ONLY O Goeolise pxmps —(rwmb-r) 0 Ilt"414,111 O Uals_ (awmbwl Remarks O 1.114 c«sNis-rs. (asmborl O US&W preown messes O !<.S.r. !em►if Approved by Dem O Qat-►— Spaify Permit Fee LIST ALL EQUIPMENT AM CONMONING AND REFRIGERATION EQUIPMENT ]Tt> Valla Drc>aptlon >1[odel Rumbes Itaautaetures jr Approving 2 00 IMATiNG i FURNACES, BOILERS# FIREPLACES mba Vai alha heriptloa 7ttoael Nsunbes >1[aatltetatnres U) ?R Aa+slescF Q AHU TWV03 B1 1 TRANE j6' — TAMC! Sour 7Raay a" capsmiDt nmkaoa� t'14�d 24112160 a Serial Ap ro:6 i Contadsle4 Halsutacttars No. I ncy -PSFF3844825 z CITY 00 ATLANT# , CAhi i ....__ ��� � INFC AT,IO iLOCATION t O t+l1� t '__----__. m t m 82 I Addles 171LIN' IDE DRIVE t 04,riit Type PLumsIN0 �fTLANTIC H C I, y`LORInA 3223"3 1aas ► .Wor1t: NEW - - - -_ L " LCTPTIat r w :Type, WCSOb P Lt>t: ' t Ck Section:y p x ed t�aa: IN LE° `SIL ftunwhip. R1+O O n r 3 C6de f t; subd fVsion SZLVXLINKSIDE tt�I'Aerd Val tae: $O w00 E x# ' , I "IA0,11LICATION FEZ$ PE kdIT $57 .00 r 4A AE' THRIVE, iIMPACT $0.00 57 Ph Q sO w t3O SEWS Tap $O r.. . . ._ JACK LLQ_, Li i 3 230" � . 0 1 rIC" RE. $0.00 ) co` 1 ! e' 00� 6t. CONNECTION :'00 pE "pq vC:H I PrA�C' FEE 0 .Q i I i NfltIC ALL CQNCREtir F4RM85AND FOOTINGS#V17#i"t�tE INSf►Et'' Q BRtRIE PQURiNG 4 PERMIT VOID SIX MONTHS AFTER t*A E OF JSSU U#i^C?thtGMATER#AL,RU86lSH'AND,DEBRIS FROM TF1#5 V1►QRK MEiT.NQT..BE.PIACED IN,PUBLIC SPADE`,AND MUST BE t CL A ED t1R AND HAULED AWAY BY ETHER CONTRACTOR 014 OWNER , `� 4110,191 TO COMPLY;11 WIT 14 THE MECHANIENTSW WEAL C 4� 1� 1 W. CAN R�E►ULT �H A C!DRQ.ING TO APPROVED PLANS WHICH ARE PART.oF'TH#3"PERMIT AND StJB�CT TO REVOC VOCATION FO4 , I113N !~,APPLICABLE PROVI; IONE 01=LAW' = 1—LANTIC BEACH-BUll.r] NG"DE�A,RTMENT tMt�t#�fQdtQ 400,00 t1 l�7.00 14 Asti: 4/V/g4 qi Rt: 00k49p�ML zzy 4? CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. � OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR 241e) #alvt� AND ADDRESS: Q 9 &l. jak TELEPHONE NUMBER*. STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: Iola HOW MANY OF THE FOLLOWING FIXTURE* I TALLED / SINKS SHOWERS LAVATORY / WATER HEATERS BATH TUBS /-DISHWASHERS URINALS `_DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x s $3.S• + $15.8• $ 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 _ T _ AN* < w momt Al ON 80 7. dr+ : LIN, CLANtE Per t T p+�. »u, ING ATLANTIC AZACR, P'T,t�� TION .�LSA 3 ..........«....»...r LArVJ7L DZSCRIP ........r«.. .+ j C1 a . ork: NEW � . CoAii.Y .- Type: VOOD ) F MN Lot: S-uT ��Xship: v4 C5� INaL 1 Code: a LIN5 bffi41 : Q: t1 to Value., $71461,00 , h 1s �irciv r Cost: ,Total Fees: X2678 r 48 0 unt Paid: 2, 78. 48. ; Date P 'i�d� 3,/28{94 1641 S4rk C", IIEW $ N LZ F r.�........r.,.,,. yr«r,r..,r ...r,+ .. '� .OIC• I TARN m ss; I I�tN $430."00 WL ° ' A ' ; O. O ' t All R N 1�`�U �x R0� 1!s.QQ #' OO Cl( �� � t3 C ,f 4 , Or $ .acs} t NOTES NOTICE ALL CONCRETE I"fNl$ANtrFtJlT�WQi$1111U> T$$:tN$Pt�SC7$tlt 04 ORIS ROURINt3 PFIMIT 1/t1t1)SIX MONTHS AFT DATB t�F I #E ' BUILDiq ING MATERIAL,RUBBISH AlOV Jfi$Rtt, RQf+11 THIS WORK MuS 1�l{);'�'§ IAGEb 11N PUBLIC SPACE•AND M175 CLE AREQ t#P AVtX-HAULf�D.AWAI ' ;' #THE R COhI'RAC't' R ORO1+ i. -R; < � I 1111t TC) CQMPLY WtTN THE MEH ► c5'IMN LwA1lN N`RESULT IN P R"A"Y t3WN�R PAYING Twit F ►� tLOI IG 1-M1 11�N� NTS. Tit E 0140 F PART OF TH{S`AERi1A1T AND Y UBJECT TO REVOCATION FOR CORDING TO.APPRC?�16�? ! LAMS WHICH ARE A T � TlO'M'fFPI'.ICABLE PRCWISIOiS 4F LAW. �4TLANTIC' � , 118.24 T2 AR I >4 4 x 0t �cr88 r CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET V r Address—_/ 3 L tiVKs ( D/` Date ? 2 1 G Heated Square Footage @ $ r` per sq ft = $ Garage/Shed 3 9 @ $ 00 per sq ft = $ Carport/Porch _��@ $I_q ©O per sq ft = $ l 91� Deck @ $ per sq ft = $ Patio @ $ 00 per sq ft = $ TOTAL VALUATION: $ Total aluation 1st $ Ono Remaining Value !�r-portion per thousand thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ (/ } Fireplaces @ $15.00 $ /.$"e0 j BUILDING PERMIT FEE $ �3�/ oz> WATER IMPACT FEE a.0 V — SEWER IMPACT FEE $_ i2•Oa. WATER METER/TAP $ 0 0 CAPITAL IMPROVEMENT 0 SEWER TAP $ RADON (HRS) .0045 $ '7.83 RADON (CAB) .0005 $ y SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ '3 s ,co V(Y?�) SURCHARGE .0050 4�. 1 24 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: 'ROPERTY DESCRIPTION SIM S.QTY OF atie Vead - .ot • Block +----`_-_Section -- , t? 1994 7160CEANHn4I.EVAAD -- - - P.O.BOX 2S ATLANTIC BEACH.FLI)RtDA 22231 �,� ing and Zoning TF.LF.PHONE(�j1►24-Z.,;9: 4treet flami �� Sn DESCRIPTION OF WORK it Address: l _ � --------- -- ----!If in a FLOOD HAZARD 'loos Zones_ _________area complete page 3. Brief • Desar3ptiont�llS�e�:A�_���- Claso of Works fHew/Remodel/AdditionY�_____________ :Of1ING INFORMATION p • Type of 1 t�(tj e_ Constructions :oning Proposed #istricts?�a---Use:--------------------- Estimated Value •- --------------- :xceptions or )taterialot W r C�- l) '_ ariances Granted*------------------------- "-----------------------� Solid or ------------------------------------------- Filled .� n Ground I ... Root:_ _ Nq OWNER INFORMATION �r V kethod of Heating:_`-,-Lei Property Owners e �e.X.S.:.....•- -1 :� t �c�e, 2-q !O" Mailing •_ Address__ -Z J _ n�` ii +-�cQ ►` -�-_- �----------- ^7 Zips^?'_ G-� CONTRACTOR INFORMATION Contra ator s ,.••_-__ N_,--_-,•_--„_-_-- Phones_ Mailingc- Addre�mre � til � - � �_ A Zip= 221 -- -- ------ - ----- -- Expiration License Humbert---- \L � _q Dates I NER99Y CERTIFY THAT I NAV[ *CAD AND [XANIRCO THIN APPLICATION AND XNOV THC SARE TO [E TA'J[ ANO CORRECT. ALL PROVISIONS OF THC LAMS AND ORDINANCES OOVERNINO THIS TVP[ OF rORr v1:L rC y COMPLIED YITN. MN[TN[R SPECIFIED N[RCIN OR NOT. TNM ORANTINO OF A PERMIT DOES NOT P►CLU•C T'7 •� OIVM AUTHORITY TO VIOLATE OR CANE 7NC PROVISIONS OF ANY iEDERAL. STATL OR LOCAL RNLI-. ti f REOULATION2. ORDINAMCtle OR LAY! I AN MANNER. INCLUDING Time OOVERNtNO OF CONSTRUCTiON OR :o'C t. r,jl, ttRiORNANC! OP CONSTRUCTION OrPRO T. I UNDMRSTANO THAT 7H[ iSSUANCt Or THIS P[RniT t: "v ! y•.�..,, COi1TINOtNT UPON TNM ASOVM ISMS;” ATIOa t IMO UM AND CT AND THAT THC PLANS AND SU►PORtiMG f a��,'►.�� DATA NAYt BEEN OR SNAL{. AS F TDCD AS COU l( Ovner Signatus'e ------------ t ------ - ----Date ---d-----T —�_ --•+ .. r Contractor Signature _Date .� ... *�.._..r g ---------------------- -- RI HAN CIAI.PRINTING Q-.Yv~ r� N N Botiee of Commencement (PRLPARL IN DUPLICATL) '-i To whom it may concern: .rq > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE W OF COMMENCEMENT. 0 h �. �� N k's-i c��; t1 M r` Description of property -------------------------- ------------------------------------------------- _1 X 6 0__ G O_KS i d e- X 0 27--kf-------P41-icer► C-, ASf-o'e According to plat thereof recorded in plat book q'7 pages 60.E--el C of the current public records of Duval County Florida. NGeneral description of improvements ---------------------------------------------------------------------, 1,4 Construction of Single Family Residence with Garage on concrete slab A ----------------—----------------------------------------------------------------------------------------- 4J Centex Real Estate Corporation COwner ---------------------------------------------------------------------------------------------------- .,A 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 a' Address 41 , OOwner's interest in site of the improvement --_Fee- Slmple------------------------------------------- W o Fee Simple Title holder (if other than owner) ------------------------------_______________________________. N Name ----------------------------------------------------..------------------------------------------------- Address x Contractorsame as owner hAddress ------------------------------------------------------------------------------------------------ 41 Surety (if any) fa Addiess -----------------------------------------------------------------Amount of bond $-------------- 4-) Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ---------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ----------------------------------------------------------------------------���-------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notica as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------- ------------- -- ---------------------------------- Address ------------=------------------------------------ ------- ----- -r =----------------------- THIS DPACE POP.RECORDER•D UDE ONLY - - - - - - - - - - - - - - - - - - - ARTHUR DAY OWNER Sworn to and subscribed before me this _day of 1994 by Arthur Day who ispursonsyly known to me. zf ,.'�tA�K 30,���0y�•� Notary PuV VC - State of Flori&k �•� ;* r o #CC 302317 p 9 BOntledlb�J.pO:OQ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 0 WATER CLOSET I WATER CLOSET, TANK OPERATED (4)q VALVE OPERATED (8) JE0 BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) --2-- LAVATORY (1) �` COMBINATION SINK AND TRAY (3) f WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) . DENTAL LAVATORY (1) 1 KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) V LAVATORY, SURGEONS (2) JACUZZI (2) 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS to @ $20.00 EACH $ JOB INFORMATION �' / i I FLOODP"XU DBVEL MIENT INFORMATION Type of Developments.... N -----__--_....--__.._N------- Flood Zone s--I)c ........-....-«�..M-..-.. RequYred Lovest Floor Elevations Zf building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB NAB BM POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the boom flood elevaticm established for that sone. No final inspection will be wade and no oert99.1cate of occupancy vill be issued until the survey is on ,9 ie, with the Building Department. COMMENTS: Applicant Acknowledgements Z understand that the issuance of this permit is coatingent upon the . above information being correct and that the plans and suppoarting data have been or shall be provided as required. Z agree to comply with all applicable provisions of Ordinance No. M-7-11 all other lave or ordinances affecting the proposed devel t. Date A R2N %Applicant•s Bignatur ----�_ -------•----==------------ ---------------- -------- Department Use Required Lovest Floor elevation -- ---«,.---_-- As Quilt Lowest Floor Elevation ------------ Survey Filed vith Building Department ,._--_____- Building Department Representative page 3 a71-oi1 Is►-O'� 4I'Di1 L. � I � �- 1. 2E� !11-0') p►1NC� DCz6P I T, IEuiD'4�FTGtw4t'tll•Z I e zA(,2I 8') VAUtrt 3E��15' {��F'T w�4°GIItiT 094'0'(, APPROVED 24 1 G 1e 5tI= T 6 CITY 0 ATLAI i IFF BEECH 21-0 F T BUI• DING lu E 17�g�F'T"14r G h1T. r wAI(16'-W)SLOPING FZA+ �. e*4N rLDOR TR USS I EN 17�St)F-TG w14'=/,1fi -ry II-AV9 4) F.T c,. RNT ON _ � I I. Do not c pftut ) HANGER'S• from Tru 2- Trnm ► 1E 21 FLA R PLJ 2 X 6—$ StTld 81x 2 X 1$ b7od r�6-4 ►I i 4 X 1$ AVpmW By 01ty sTuco S — CUSTOMER TESL 0 5 )OB NAME 00.9 . _.. 1 d 1 d 1 a�' 01, �MIIOrlD rr. Z1-O 16-0 6 - �>to?-1$-q0 97!of RUE TRUSS 641-0766 iQDF . FLOOR. FEAMIuG MAuOB NUMBER ��Ev�T�o1� lli� 211 'I L I� • I �o 6TU6 STUOQ T y i c4 TkAl i i� � = r I p — 'iEA(9' ' No ulR . V 1. Do not 9E�(1' oHHW i _ without NANGEWS� from Tn Z Tnlua n�-a) !i5 2 X 6—8 stria ao 2 X 18 L-Y°°t' Ro BE(�w Apixoved B 4 X 18 CUSTOMEi��� JOB NAME-=- _._—.---- ----- 1 -go t .RUE TRUSS 641-0766 G LA F9B NUMBER ELATID TRUSS SPECIFICATIONS FOR CENTEX 3707 A The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE DRAWING NUMBER DATE 17931 1016 07-23-1993 17932 10012 07-21-1993 17931 2016 07-23-1993 17932 11012 07-21-199_3 17931 3016 07-23-1993 17932 12012 07-21-_1.993 17931 4016 07-23-1993 17931 5016 07-23-1993 17931 6016 07-23-1993 17931 7016 07-23-1993 _ 17931 8016 07-23-1993 17931 9016 07-23-1993 17931 10016 07-23-1993 17931 11016 07-23-1993 17931 12016 07-23-1993 17931 13016 07-23-1993 q�ntnttrtra,�,y. 17931 14of16 07-23-1993 17931 15016 07-23-1993 r�•.�'C� ,Q. W!`���i�i 17931 16016 07-23-1993 17932 1012 07-21-1993 17932 2012 07-21-1993 _-- 17932 Sof 1 07-21-1993 17932 4012 7- 1- 17932 5012 07-21-1993 17932 6012 07-21-1993 17932 7012 07-21-1993 17932 8012 07-21-1993 17932 9of12 07-21-1993 N/I LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES SI CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINAOUSLY 131 0' INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 19x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT, BRACEO BY EITHER 3/8" THIN) PLYWOOD SHEATHING. 1/2" 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND 15 OF HIGHER ALLOWABLE STRESS VALUES ALL VALUES USED 61 TOP CHORD UL SPLICES APE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' N.C. (MAX). TEMPORARY BRACING SHOD BE DOTE IN ACCORDANCE MIT. FOR DES GH APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOW SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BV THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2014. SBCC II) ALL COMPRESSION COPD MEMBERS ASSUMED TO BE CONTIMIDUSLV16) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOLA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2" TIONS FOR METAL PATE CONNECTED HOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CURRY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o c. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PATES SIZES TUE BASED ON AXIAL FORCES ONLY. ON THIS ORAMING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY NAY. 41 CONNECTOR PATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANOLIMO CAFE SHOULD BE TAKEN OWING SHIPPING AND W LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 94 THIS DESIGN IS APPLICABLE TO SHOPTER SPAN TRUSSES OF ERECtION OF TRUSSES, SEE HIB-91 FOR PECOMENDAT IONS iffIDENTICAI WADING AND"LLC C :ASCE 7-88 BUILD Y NCL 0 CA is 1 -CONFIGURATION AND LOADING SPECIFIED BYFABRICATOR DISTANCE TO COAST: 0-100 MILES WINO SPEED. 100 MPH EXPOSURE. C -REPETITIVE MEMBER STRESSES NOT USED. MEAN ROOF HEIGHT: 9-7-8. TRUSS LOCATION AREA 3 LIMBER DURATION: 1.60 -ADDITIONAL PLATING FOR HANDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REGUIRED FOR EACH BEARING FROM LEFT TO RIGHT : 1500.376#. HORIZONTAL CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT 1360.001 NET MIND PRESSURES BASED ON DEAD LOAD SHOWN 6ELON. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. FNltl i 5-6-0 h 5-6-0 — 1-5-14 Max Height 3-2-15 74 PLF 12 n 12 n i N N T 5x5 o T T T ., 622# 511► hl L� C� IRS (3.5124% (3.5120% 3 3 4 12 12 3x4 20 PLF 5-6-0 i 5-6-0 Forces(L-R) TOP SOT WEBS 11-0-0 44 842 496 -1011 844 -1008 No trusses: 3 Special Loading: Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 24.69' from the left end Of bottom panel I2. Maximum PPLive Load Deflection of .04" (1/16), Index-.113, (L/3213) Maximum PPTotal Load Deflection of .063' (1/16), Index-.110, (L/2040) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 11'0' SCISSORS T-1 DWG. / ALPINIE ENGINEERED PRODUCTS Inc 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC. - 17 ?3/ J2000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 31 1601 S. GSW PALMY. _ 2'X4 /2 N SP GRAND PRAIRIE. Tx 75051 8'0 DL TC 7 LAYOUT ID: ) OF 1/. (214) 660-3940 A —.- -IFIL-FDR-STL LL BC 0 WEBS / /4° 148 OL SC f0 2X4 03 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 )(' I) LUMBER SHALL K OF THE SPECIFIED MINIMUM SPADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 231 .10G' INDICATES LATERAL SPACING MEMBER (1X4 MIN.1 SPECIES. A/0 1"MAXIMUM MOISTUA6 CONTENT. OR SUCH THAT THE JOINT. BRACED GV EITHER 3/0' WIN) PLYWOOD SHEATHING. f/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, 010 Y,IE OF NI"R ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CNOPG SPLICES ARE NOT RECOMMENDED TO OCCUR IMINO DRYWALL OR SPWACING MEMBEPS SPACED f0' O.0 IMAX). TE04MY SPACING SHOULD BE DOZE IN ACCORDANCE WITH ISP DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BUITOM CHORD SPLICE. L44-ESS NOTED OTMEPWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS, T SOMAL DESIGN STANDARDS PUBLISHED eY THE NATIONAL 71 V-2000 APPROVAL NUMBERS. UBC 2342, FHA TCB 2014, SSCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO K COMTINUOUSLY151 THIS DESIGN COMFOIG6 TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7261, BOCA FILE 66-125 BRACED BY EITHER 3/e' WIN.1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED HOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CMWCTDR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O C. QUALITY STAMOMgS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE SASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. UNLESS H07EO OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ATE CALLED OUT WIDTH IACROSS SLOISI WITH THUS DESIGN 22) ® INDICATES BEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAXEN"ING SHIPPING AN 6Y LENGTH IAL ONG SLOTSI AND THE ORIENTATION OF THE 91 THIS DESIGN 15 APPLICAWE TO SHORTER SPAN TRUSSES OF ERECTION GF TRUSSES SEE MIS-BS FOR PECOMENDATIM6 SIZECALL OUT IS THE DIRECTION OF THE PLATE LENGTH IDENTICAL LOADING LUQ C G -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TixISSES IS RESPONSIBILITY OF FABRICATOR. -CODE : ASCE 7-88 BUILDING TYPE: ENCLOSED CAI: j -DISTANCE TO COAST: 0-100 MILES WIND SPEED:1Q_MPH EXPOSURE: C -MEAN ROOF HEIGHT: 10-0-0 TRUSS LOCATION : AREA 3 LUMBER DURATION. 1.60 -UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT 10 RIGHT : (18'4'4x,1839 ) 1 3-3-12 ) 3-0-4 _{ -HORIZONTAL CONNECTION REOUIREO FOR EACH BEARING FROM LEFT TO RIGHT : (nat w -NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. -SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. Max Height 3-7-15 74 PLF 101# Ei 2131 K � 12 Tv 11zf H 6 n 40e9 s1420 e320 T _I` 1166/ 1641# 13.51 331 (3.5147% 270 PLF 5- -0 Li 8290 H ForceslL4Q n TOP DOT MESS -1447 1293 -21A 3J<$ X -1447 0 1673 7ti5 d -810 X iv 3-3-12 3-0-4 5-4-0 i No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint /2. Maximum Live Load Deflection of .025' (0/16), Index-.119, (L/3040) Maximum Total Load Deflection of .039' (1/16), Index-.123, (L/1949) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 614 MONO GIRDER T-2 OWG. f ALPINE ENGINEERED PRODUCTS Inc 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC V�000 2-0-0 LL TC 3p BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 17 3 1801 S. GSM E, T 2X6 /1 05 SP GRANA PRAIRIE. TX 75051 B'0 DL TC 7 (214) 660-3940 L LL SC 0 WEBS LAYOUT IO: 154 33.33 DL BC 10 2X4 f3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 01 LUMBER SHA.HL BE OF THE SPECIFIED NINIMIM 9A[*8. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 10' INDICATES LATERAL BRACING MEMBER (IX4 MIN.) SPECIES. AND 1011%WAYIN1M MOISTURE CONTENT. OR SUCH THAT INC JOINT. BRACED BY EITHER 3/8" MIN) PLYWOOD SHEATHING. I/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. Arm IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOM/fNOLD TO OCCUR 04114 DRYWALL OR BRACING MEMBERS SPACED TO. 0.c (MAXI TEMPORARY BRACING SHOULD BE DONE IN ACCOFMANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ELECTION PUBLICATIONS. 7IONAL DESIGNSTANDARDS PUBLISHED MY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. FHA 7C8 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO Of CONTINUOUSLVI51 THIS DESIGN CONFORMS TO CLOWNT TP1 DESIGN SPECIFICA- FOREST P 40VC7S ASSOCIATION. 7251. HOCA FILE 86-125 BRACED BY EITHER 3/B" IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLAY COIOECTOR RATES ONLY. 0) THIS TOM HAS BEEN OESIGNEO FOR THE LOADING SHOWN (MIN,1 DRYWALL OR BRACING MEMBERS SPACED AT 16' O.c. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE&ABED ON AXIAL FORCES ONLY. ON THIS CRANING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS N07ED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACAOSS SLOTS) WI7H THIS DESIGN 12) ® INDICATES BEARING LOCATION 17) SPECIAL HAMMING CARE SHOULD BE TAKEN DURING SHIPPING AND 8V LENGTH (ALONG SLOTS) ATD THE OPIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS CALL OUT 18 THE DIRECTI LOADING AND CONFIGURATION -CODE : ASCE 7-88 BUILDING TYPE: ENCLOSED CAT: I -CONFIGURATION AND LOADING SPECIFIED BY FABRICS OR -DISTANCE iD COAST: 0-100 MILES WIND SPEED: 00 EXPOSURE: C REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -MEAN ROOF HEIGHT: /6-0-0 TRUSS LOCATION : AREA 3 LUMBER DURATION: 1.60 -UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT 10 RIGHT : 14 sBM�,3 2bp) -HORIZONTAL CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT (N36MH0 M) -NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. -SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIRENENIS. RUN 1 5-0-0 1 4_10-0 1-5-14 Max Height 2-11-1S 74 129.5 PLF 5- -0 920 12 5618 2940 a {� x 4- - y \ 1740 n � N \� 470 3478 790 T T 6670 8350 Ulf13.5126% 13.5133X rn 3x4 N 3x4 20 35 PLY 5-A-0 Y 5-0-0 - 4-10-0 1 2200 Force5(L-R) 1-4-0 9-10-0 TOP BOT WEBS -998 892 347 0 B92 -1005 -295 it No trusses: 1 Truss designed to support 5-0-0 jack System with Outrigger Maximum deflection occurred at bottom joint r2. Maximum Live Load Deflection of .022' (0/16). Index-.068. (L/5364) Maximum Total Load Deflection of .035' (1/16). Index-.071. (L/3371) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 9'10' MH-5 T-3 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc .y,�000 2-0-0 LL TC Ip 2X4 /2 N SP ENG. FOR TRUE TRUSS INC - 17131 L 1801 S. GSM PKWY. BC UMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE. TX 75051 8.0 OL TC 7 2X4 #2 N SP � OF (214) 660-3940 Ai-- —1011' FOp-STt LL BC 0 PEGS LAYOUT 10: 112 OL SC 10 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE:TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 /�u 11 LUMBER SO4ALL6E OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED S—ETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) � INDICATES LATERAL BRACING MEMBER IIX4 MIN I SPECIES.,ANO 12S MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED B+EITHER 3/8' (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF HITHER ALLOWABLE STRESS VALUES. ALL VALVES USED 8) TOP CHORD SPLICES ARE NOT RECOMNENDEO 70 OCCUR (MIN) DRrNALL OR BRACING MEMBERS SPACED 10' a (MAX). TEIP(~V BRACING SHOULD BE DOME IN ACCORDANCE MIT" FOR DESIGN ARE BASED ON THE LATEST EDITION OF THk NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CUPRENT TPI BRACING AMC ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL n V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC6 2014. SOCC I1) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COMTINUDUSLV15) ?NIS DESIGN CONFORMS TO CUFW[NT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 725L BOLA FILE 86-125 BRACED 6Y EITHER 3/8• (MIN.) PLYWOOD SHEATHING. t/2' TIONS FOR KETAL PLATE CONNECTED IDOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY m THIS TRUSS HAS BEEN OESIGNEO FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16. 0 C. DUALITY STANDARDS FDR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS N07EO OTHERWISE. 16) NO MENBER OF THE TAM MAY BE CUT OR MODIFIED IN ANY MAY. A) CONIC CTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL NROLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS, AHD THE ORIENTATION OF THE B THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE"18-91 FOR RECOMMENDATIONS S�ZL 'LLISCODE ASCE 7-86 8UTIEILDI Y : NCLO T CAT: I IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BYFABRICATOR DISTANCE TO COAST' 0-100 NILES WIND SPEED: 100 MPH EXPOSURE: C -1/2- MAXIKJ14 GAP BETWEEN BEARING AND END VERTICAL. MEAN ROOF HEIGHT: 12-4-0. TRUSS LOCATION: AREA 3 LUMBER DURATION: 1.60 -REPETITIVE MEMBER STRESSES NOT USED. UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT : 1480#.5600.1 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. HORIZONTAL CONNECTION PEOUIPED FOR EACH BEARING FROM LEFT TO RIGHT 14100.011 -ANTICIPATED HORIZONTAL MOVEMENT uNDER TOTAL LOAD .185• NET MIND PRESSURES BASED aLOEAO LOAD SHOWN BELOW. RUN SEE NOTES 10 AND it ABOV�1,CHORD BRACING REDJ18EMENTS. 4 1-f-i 3-10-5 3-10-5 4-1-13 f2 12 12 Max Height 8-7-15 74 PLF tj 7701 n r (3.51 tY 30% 41V MR i f2 A n m 6 5 r 2x3 9* 8701 On (3.5134% A*A 20 PLF 4I Q 4.5 316 12 Force!(L-P) TOP BOT WEBS 44 2596 -69 � -2870 25111 70 5-5-0 5-1-12 5-5-4 -2668 t5 is -591 -2002 659 1-4-0 4-0 -97 -1411 16-0-0 344 641 No trusses: 9 Special Loading. Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 19.24' from the left end of bottom panel i2. Maximum PPLive Load Deflection of .316' (5/16), Index-.598, (L/602) Maximum PPTota3 Load Deflection of .495' (8/16), Index-.624, (L/384) MWtf WARNING WMM HORIZONTAL SHEAR CHECK REOUIRED WNa CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 16M0* VAULTS T-4 OMS. e ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Os SP ENG. FOR: TRUE TRUSS INC - 17131 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 1� GRAND PRAIRIE. TX 75051 8.0 DL TC 7 2X4 #2 N SP LAYOUT IO: '7 OF (214) 660-3940 -STC- LL SC 0 ME85 242 DL SC 10 2X4 13 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/4 EXCEPT AS MAY BE NOTED I) LOOK 0 SHALL EE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLAITS SHALL BE INSTAR LED S+NNETRICALLY ON tU) A1.1 TENSION CHORD MEMHEHS ASSUMED TO BE CONTINUOUSLY 13) 0' INDICATES LATERAL SPACING MEMBER 41x.,Olt, I` SPECIES. AND lex MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/9' (MINT PLYNOOD SHEATHING. 1/2' t41 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AHG Is Of NIGNEP ALLOMAGLE STRESS VALUES. ALL VALUES USED G) TOP CHORD SPLICES ARE NOT RECOMNEHDEO TO OCCUR THIN) DRYWALL OR GRACING MEMBERS SPACED 10' a (MAX). TEWOPARY SPACING SHOULD BE DOTE IN ACCODMX:E MIT" FOR DESIGN ARE BASED ON THE LATEST EDITION OF TrRE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL OESISM STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION GgRO MEMBERS ASSUMED To RE CONTINIOUAMO) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PROOtIC TS ASSOCIAT IOM. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CON ECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR SPACING MEMBERS SPACED AT 15' o.c. DUALITY STANGAADS FOR TRUSSES. 3) CONNECTOR PLATES SIZES AGE BASED ON AXIAL FORCES ONLY. ON THIS DRAMI NG. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH !ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL MANGLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALOINS.SLOTS) AND THE ORIENTATION OF THE IW THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUISSES. SEE N18-S/ FON RECOMMENDATIONS 7 'DENTICAIOADT"G ANDCOW IGVRAION T C ASCE 7-88 LOING Y ENCU CAT: I -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR DISTANCE TO COAST: 0-100 MILES WIND SPEED. 100 MPH EXPOSURE: C -REPETITIVE MEMBER STRESSES NOT USED. MEAN ROOF HEIGHT: 13-6-0. TRUSS LOCATION: AREA 3 LUBBER DURATION: I.-�O -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT : 691. 5-11*1i1i*) -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD- .181' HORIZONTAL CONNECTION REOUIRED FOR EACH BEARING FROM LEFT 70 RI13GHT . (5t91. " -ENO VERTICAL(S) NOT DESIGNED FOR MIND OR ANY HORIZONTAL LOADING. NET MIND PRESSURES BASED ON DEAD M"WN BLOW . 4-0-3 4-0-3 5-4-0 SEE NOTES 10 AND 11 RAEpp7j 1-5-f4 Max Height 11-3-15 74 PLF X M N 9 ,H 12 8531 1105# 177# 2x3 3*5 0 (3.5)33% (3.5139% (3.517% N ND AAAA 20 PLF in Q4 5 PAT Y 3xa f2 (v 3x4 Forces IL-R) TOP BOT WEBS 4A 2543 -98 5-7-8 5-1-4 5-4-4 5'4'0 -2809 2358 152-2599 1196 -708 -1729 -17 741 1-4-0 155 -1168 N 21-8=0.. -111 -606 -1054 29 -149 No trusses: 6 Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 20.02' from the left and of bottom panel 12. Maximum PPLive Load Deflection of .307' (5/16). Index-.569. (L/633) Maximum PPTotal Load Deflection of .481' (8/16). Index-.594. (L/404) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21*8- SPECS T-5 OPG. f ALPINE ENGINEERED PRODUCTS Inc V-P000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - Ci3 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE. Tx 75051 B•0 DL TC 7 2X4 02 N SP LAYOUT IO: S� 1214) 660-3940 RFA -- oR gTL LL SC 0 WEBS 318 OL BC 10 2x4 /3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1),.LIMBER SHNAL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES 5,4k L BE INSIALLEO SYMMETRICALLY ON 10) ALL. )ENSIGN CNORO MEMBERS A5SUMED TO BE CONTINUOUSLY 131 Y' INDICATES LATERAL BRACING MEMGEa (1F4 MIN.) SPECIES. ANO MIT MA)(IM1M MOISTURE CONTENT, OIL SUCH THAT THE JOINT. BRACED BY EITHER 3/0" IMIM PL YWOOO SHEATHING, 1/2' S4) INSTALLATION AND ERECTI a THE TRUSS. PERMANENT, AND IS OF HIGHER ALLONABLE STRESS VALUES. ALL VALUES USED GI TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING,EMBERS SPACED 10' 0.0 (MAA) TEMPORARY BRACING SHOULD BE DONE IN ACCOIOA"CE MIIH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPS BRACING ANO ERECTION PUBLICATIONS. T IDNAL DESIGN,STAMDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL MASERS: UBC 2342. FHA TCB 2014, SBCC 1t) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODAS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED N1000 TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY N THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SITES ARE BASED ON AXIAL FORCES ON.Y. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAXI, UNLESS NOTED OTHERWISE. 161 NO MENBER OF THE TPA"MAY BE CUT OR MODIFIED IN ANY MAY. CONNECTOR COCTOR PLATE 5ITES ARE CALLED OUT MIDTM ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING GRE SHOULO BE TAKEN"I NO SNIPPING AN ENG BY LTHCALL (ALONG SLOTSI AND THE ORIENTATION OF THE B) THIS DESIGN 1S APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-S/FOR RECOMMENDATt ONS St.-CODE : ASCE 7-BB BUILDING IVPE: ENCLOSED CAT: I -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -DISTANCE 10 COAST: 0-100 MILES MIND SPEED: !0_O )IPH EXPOSURE. C -REPETI TIME MEMBER STRESSES NOT L15E0. -ADDITIONAL PLATING FOR HANDLING ,PUSSES IS RESPONSIBILITY OF FABRICATOR. -MEAN ROOF HEIGHT: 10-0-6 TRUSS LOCAI ION : AREA 3 LUMBER 011RA1 ION1.60 -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE -UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT 10 RIGHT (7191% 191X) PREVENTION OF PONDING WRIST BE MADE ANO IS NOT THE RESPONSIBILITY -HORIZONTAL CONNECI]ON REQUIRED FOR EACH BEARING FROM LEFT 10 RICH] 004) OF THE TRUSS FABRICATOR OR CLARY. -NEI WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. -SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIREIENIS. 900 PLF 1 3-3-14 1 3-2-2 1 372-2 _+_ I 3-3-14 13640 27940 28590 2794f 13640 y y y y y Mats Height 2-0-0 K 4x4 4x4 F O + N 3r 621 641 620 3�# 57120 5712# W 08 x 13.5)B2X 13.5182% of Irj 20 PLF 1 3-3-14 3-2-2 1 3-2-2 F 3-3-14 13-0-0 Forces k-R) SII TOP BOT WEBS -9307 0 -5682 -12318 9306 10258 -12318 9306 -4256 -9307 0 3348 -2660 3346 -4256 10250 -5682 No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 03. FASTEN TOGETHER MITI: 2 Members Required 14aximu(e Live Load Deflection of .133' (2/15), Index-.307, (L/1173) TOP 1/2' Bolts 6'0 C, Neximum Total Load Deflection of .209' (3/16), Index-.322, (L/746) BOT 10d NAILS 1,2'0:c,. WEB 10d NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 13'0' FLAT GIH. T-6 ONG. # ALPINE ENGINEERED PRODUCTS Inc V_2M 000 2-0-0 LL TC 30 2X6 01 Ds SP ENG. FOR: TE TRUSS INC - 1_773 1601 S. GSM PKWY, PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 BC LUMBER 1�c GRAND PRAIRIE, Tx 75051 8.0 OL TC 7 2X6 /1 Ds SP OF 1214) 660-3940 A , FOA-3TL LL 8C 0 WEBS LAYOUT ID: 524Dl 8C 10 2%4 13 SP AGGRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 IV LUMBER SHAM SE OF THE SPECIFIED MINIMA GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER 11x.MIN.) SPECIES, AND 191 MAXIMUM MOISTURE CONTENT, BR SU04 WHAT THE JOINT. BRACED BY EITHER 3/8" IMIN) PLYWOOO SHEATHING, 1/2- 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, ND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED BI TOP CHORD SPLICES ARE NOT RECOMNEMDEO TO OCCUR IMIN) OPYMALL OR BRACING MEMBERS SPACED 10' 0 C. (MAXI. TEMPORARY BRACING SHOULD BE DOHS IN ACCORDANCE HITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. T10NAL DESIGN STANDARDS PUBLISHED BV TUE NATIONAL 71 V-2000 APPROVAL NUMBERS. UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD AMBERS ASSUMED TO BE CONTINxx)SLY15) THIS DESIGN CONFORMS TO CURRENT TPI DE5I6H SPECIFICA- FOREST PROOUCIS ASSOCIATION, 7261. BOCA FILE 96-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTIM RATES ONLY. 91 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MINT DgVMALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 34 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 181 NO MEMBER OF THE TRUSS MAY BE CUT.OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLO751 MITA THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SNIPPING ANO 1p BY LENGTH TALONG SLOTS) ATHE ORIENTATION OF THE 91 THIS DESIGN 15 APPLICABLE TO SHORTER SPAN INJSSES OF ERECTION OF TRUSSES SEE HER-91 FOR RECOMENDAT IONS PLATE LENGTH. IDENTICAL LOADING _ANO CONE IGURATION�_ -GOOF : ASCE 7 BB BUILDING TYPE: ENCLOSED CAM: I -CONFIGURATI AND LOADING SPECIFIED BY FABRICATOR -DISTANCE TO COAST: 0-100 MILES MIND SPEED: Moo MPH EXPOSURE C -ADDITIONAL MEMBER STRESSES NON USED. -ADDITIONAL PLANUNG FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -MEAN ROOF HEIGHT: to o-0 TRUSS LOCATION AREA 3 LUMBER OURAIION: 1.GO -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE -UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT (2 3QIIV,2 3,18 11) PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY -HORIZONTAL CONNECTION REOUIREO FOR EACH BEARING FROM LEFT 10 RIGH1 :(010'. O F) OF THE TRUSS FABRICATOR OR CLARY. -NEI WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. -SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 74 PLY H 3-11-0 1 3-10-3 3-11-15 1370 2790 2790 1379 Max Height 2-0-0 m Ax 4 N ON G �_._,... ..M-SQIV .v. N i 1 100 22650 2265# ff�Ol 37910 3791# x11 (3.5154% 6x7 13.51542 N 600 PLF 3-Sf-15 + 3-10-3 F 3-11-1_ � 11-10-0 Forces IL-R) TOP BOT WEBS -6590 0 -2682 -6590 6589 7063 -6590 0 -280 0 -280 7063 -2662 No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 02. FASTEN TOGETHER MIT 2 Me.bBrS Required H: Maximum Live Load Deflection of .074' (1/16), Index-.168, (L/1919) TOP SOd NAILS 12'0 C* - Maximum Total Load Deflection of .116' (2/16), Index-.196, (L/1224) BOT 10d NAILS 3'O.C. MES 10d NAILS 12'0.C. FAPTEN At OR NEAA ALL PANEL POINT$. 00 NOT NAIL OR IMXT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 11'10* FLAT GIR. T-7 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X6 01 Ds SP ENG. FOR: TRUE TRUSS INC - 17931 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE, TX 73081 8.0 OL TC 7 2X6 #1 DS SP LAYOUT I0: 'l/ v (214) 660-3940 A'---. STL LL BC 0 WEBS 474 OL BC 10 2X4 #3 SP ADDRESS: -- MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47SCALE: EXCEPT AS MAY BE NOTED 3/8 ( III LUMBER SVALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHARD MEMBERS ASSUMED TO SE CONTINUOUSLY 191 10P" INDICATES LATERAL BRACING MEMBER fIX4 MINI SPECIES. AND fell MAXIMUM MOISTURE CONTENT, OR SULK THAT THE JOINT BRACED BY EITHER 3/0' (MINI PLYWOOD SHEATHING. I/2' 141 INSTALLATION ADD ERECTION OF THE TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOW4NOED TO OCCUR fMIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 c. (MAX). TEMPORARY BRACING SHOULD BE OWE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF IME NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENTBL IPI SPACING AND ERECTION PUICATIONS. T ZONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINOUSLYIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7261, BOCA FILE 86-125 SPACED BY EITHER 3/8" (MIN.I PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES MD 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES WKLY 01 T141S 7PUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' O.C. DUALI7Y STANDARDS FDR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS HATED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY SE CUT OR MODIFIED IN MY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN"MNG SHIPPING AND BY LENGTH (ALGA SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEF MIB-91 FOR RECONENOATIONS SIZE CALL OU Aj I ISTtr T IDENTICAL LOADING AND CONFIGURATION-Jll _ CODE : ASCE 7-88 BUIL I Y : D CAT: I -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR DISTANCE TO COAST: 0-100 MILES MIND SPEED. t00 MPH EXPOSURE. C -REPETITIVE MEMBER STRESSES NOT USED. MEAN ROOF HEIGHT: 9-6-9. TRUSS LOCATION AREA 3 LUMBER DURATION: I.60 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REWIRED FOR EACH BEARING FROM LEFT TO RIGHT : 15090,5091.) HORIZONTAL CONNECTION REWIRED FOR EACH BEARING FROM LEFT TO RIGHT (00.001 NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOA CHORD BRACING REO01RENENTS. RUN 1 5-6-0 H 5-6-0 �RUN 1-5-14 1-5-14 74 PLF Max Height 3-1-3 12 12 f P1 1 1 T T 3x4 3x4 13.5124% 13.5124% 20 PLF 5-0-0 5-6-0 1-4-0 1-4-0 11-0-0 FOrGe9IL-R) TOP BUT WEBS 44 495 ISO -650 495 -650 44 No trusses: 2 Special Loading: Refer to Loading Diagram THIS TRUSS ANALYZED KITH PPSA Maximum deflection occurred 22.92' from the left end of bottom panel 01. Maximum PPLive Load Deflection of .029' (0/16). Index-.082, (L/4431) Maximum PPTotai Load Deflection of .046' (1/16). Index-.086, (L/2793) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS., 11'0" COMMONS T-8 OWG. ALPINE ENGINEERED PRODUCTS Inc 2X4 02 N SP ENO. FOR: TRUE TRUSS INC - / V X000 2-0-0 LL TC 30 DC LUMBER PROJECT. CENTEX 3707 A DATE: 23 Jul 1993 7 3 1901 S. OSM PALMY, OL TC 7 GRAND PRAIRIE. TX 75051 8.0 2X4 02 N SP 1214) 660-3940 E LAYOUT IO:L LL BC 0 WEBS �� ' toe DL SC 10 2X4 d3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/4 1) LUMHBEA SNµL BE OF THE SPECIFIED MINIMUM SPADES. 5) CONE.CTOA PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY t9) 0' INDICATES LATERAL WACINB NEw�R ITXA MIN.) SPECIES. /dq f9%MAXIMUM MOISTURE CONTENT. OR SUCH THAI INE JOINT. BRACED BY EITHER 3/8' THIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PEMM4w7. AMD IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (MIN) ORYWALL OR SPACING MEMBERS SPACED f0' 0.0 IMAX) TEMPORARY BRACING STOULD SE DONE IN ACCORDANCE :11N FOR Of ARE BASED ON THE LATEST EDITION Of THE NA- OIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE. CkAWNT TPI BRACING AND ERECTION PUBLICATIONS. TZONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS. UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOVSLY35) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 116-125 BRACED BY EITHER 3/9' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 2) TH1S DESIGN IS BASED ON CLARY CONNECTOR PLATES OIILY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' Q.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF TUE TRUSS WAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARINGLOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SNIPPING AN BY LENGTH TALONS SLOTS) AND THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MI5-51 FOR RECOMMENDATIONS ITION Of THE ft-AIIE LENGTm. IDENTICAL LOADING AND CW IGURATTnN -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -CODE : ASCE 7-88 BUILDING TYPE: ENCLOSED CAT: I -REPETITIVE MEMBER STRESSES NOT USED. -DISTANCE TO COAST: 0-100 MILES MIND SPEED: /OOMPH EXPOSURE C -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. MEAN ROOF HEIGHT: 10-6-0 TRUSS LOCATION : AREA 3 LUMBER DURATION: 1.60 -SPECIAL HANGER FOR USE WITH MULTIPLE MEMBER GIRDER. CAPABLE OF SUPPORTING AND TRANSFERRING CONCENTRATED LOAD OF 3791 LBS. FROM ONE SIDE TO ALL -UPLIFT CONNECTION RETIUIRED FOR EACH HEARING FROM LEFT TO RIGHT (11.70N J i.70At) MEMBERS OF GIRDER IS PEOUIRED. HANGER TO BE DESIGNED BY A PROFESSIONAL -HORIZONTAL CONNECTION REOUIREO FOR EACH BEARING FROM LEFT ID RIGHT : L040"*) ENGINEER AND PROVIDED BY OTHERS, IF BOLTING IS REGUIREO. THE EFFECT OF -NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. ' BOLT HOLES ON THE TRUSS MUST BE VERIFIED BY CLARY DIVISION OF ALPINE. -SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REDUIREMENIS. ENGINEERED PRODUCTS PRIOR TO FABRICATION. 2-4-10 2-4-10 3-1-6 Max Height 3-1-3 74 PLF 12 �6 VVV 1770 S1c5 `i' 12 1931 1930 y y 6 � lar far 14 280 521 38390 52# 281 � T T �- 2385# 2385► PLT (3.5j 34X (3.51341 H 11 Nn f N f 3x6 7xB N 3x6 20 PLF 5- -0 37910 3-1-6 ( 2-4-10 ( 2-4-10 3-1-6 4r Force3 IL-P) TOP BOT WEBS ( 11-0-0 _ -5038 4505 52 -4800 4505 -255 -4800 4505 4116 -5038 4505 -255 52 No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection Occurred at bottom joint 13. FASTEN TOGETHER WITH: 2 Members Repuired Maximum Live Load Deflection of .053' 11/16). Index-.145, (L/2491) TOP 10d NAILS 12'0-C. Maximum Total Load Deflection of .083' (1/16). Index-.151, (L/1590) BOT sod NAILSi2'O.C. MES 10d NAILS f2'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. C 1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 11'0' GIRDER T-9 DING. ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 17 3 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE. TX 75051 8.0 OL TC 7 2X6 #1 DS SP 1214) 660-3940 A- -TNU—. T T-$� LL BC 0 WEBS LAYOUT 10: r� 306 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 '11 LUMBER 9JIALL BE OF THE SPECIFIED MINIMUM TIRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) Ail TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 _10' INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 19x MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. SPACED BY EITHER 3/B` WNNI PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF TIE TRUSS. PERMNMEN7, AND IS OF NIGER ALLOWABLE STRESS VALUES. ALL VALUES USED BI TOP CHORD SPLICES ARE NOT RECOM+ENDED TO OCCUR (MIN) DRYWALL OF SPACING MEMBERS SPACED 20' 4 C (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCOFIGANCE WIT. FOR DESIGN ARE BASED ON THE LATEST EDITION OF It* NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUWFNT TPI BRACING MO ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL HAMBER9: UBC 2342. FHA 7CS 2014. SSCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMUOUSLY16) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7261. BOCA FILE 616-125 SPACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR RsATES aY. 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' D.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNEC70A PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE, 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OUMINS SHIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE 70 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-91 FOR RECOMMENDATIONS [ n G AND CONFIGURATION. CODE : ASCE 7-88 BUILDING NCLO D CAT: I -CONFIGURATION AND LOADING SPECIFIED BY ABR CAiOR DISTANCE TO COAST: 0-100 MILES WIND SPEED. 100 MPH EXPOSURE. C -REPETITIVE MEMBER STRESSES NOT USED. MEAN ROOF HEIGHT: 9-7-8. TRUSS LOCATIOR AREA 3 LU16EFI DURATION: 1.60 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REOUIPEO FOR EACH BEARING FROM LEFT TO RIGHT : 1517#.3760.) HORIZONTAL CONNECTION REIIUIREO FOR EACH BEARING FROM LEFT TO RIGHT (360.0#) NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES f0 AND It ABOVE FOR CHORD BRACING REGUIREMENTS. RUN ) 5-6-0 i 5-6-0 i 1-5-14 Max Height 3-2-15 74 PLF 12 12 D N T T T T 6220 511/ ,(I�, (3.5124% 13.5120% 3x4 N 3x4 20 PLF 5-6-0 5-6-0 1 Forces 1L-R) 1-4-0 11-0-0 TOP BOT MESS 44 478 165 -540 478 -837 No trusses: 3 Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 37.21' from the left end of bottom panel 02. Maximum PPLive Load Deflection of .027' 10/15). Index-.075, IL/4759) Maximum PPTotai Load Deflection of .042' (1/15). Index-.078. (L/3060) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 11'0" COMMONS T-10 OWG. ALPINE ENGINEERED PRODUCTS V2000Inc V000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1793L 1801 S. GSW PKWY. BC LIMBER PROJECT: CENTEX 3707 A DATE. 23 Jul 1993 GRANO PRAIRIE. TX 75031 8 0 OL TC 7 2X4 /2 N SP J I(O 1214) 660-3940 E 17--. L LL 8C 0 WEBS LAYOUT ID: it)OF 108 33.33 OL BC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 ilk. 01 LIMBER SHALC BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMEIRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) Op' INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH ]HAI THE JOINT BRACED BY EITHER 3/e" (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, ANO IS OF NIGER ALLOWABLE STRESS VALUES. ALL VALUES USED G) TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OCCUR (MIN) DRYMALL OR GRACING MEMBERS SPACED 10' O.c (MAX)AA) TEMPORARY SPACING SM01LD BE DONE IN ACCORDANCE WITH FOR of.SI GH ARE BASED ON THE LATEST COITION OF THE HA- DIRECTLY ABOVE A BOITCH CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT IFI SPACING AND ERECTION PUBLICATIONS. T ZONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS. UGC 2342. FHA TCB 2014. SGCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CON7INAJOUSLY15) THIS DESIGN CONFORMS TO CIRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7201. BOCA FILE 06-125 SPACED BY EIIFER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY B) THIS IBM HAS BEEN DESIGNED FOR THE LOADING SHOW MIN) DRYWALL OR BRACING MEMBERS SPACED AT IB' O.C. GUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR RATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAM. UNLESS NOTED OTHERWISE, 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 1N ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION 17) SPECIAL MA OLINB CARE SHOULD IE TAKEN DURING SNIPPING AND W LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE G) THIS DESIGN IS APPLICABLE 10$ROPIER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FOR RECOMMENDATIONS PLATE LENGTH IDENTICAL LOADING AND COW IGUPA710M CODE : ASCE 7-BB BUILDING TYPE: ENCLOSED CAT: I -CONFIGURATION AND LOADING SPECIFIED BY ABRICA OR TIMEMBER STRESSES NOT USED. -DISTANCE TO COAST: 0-100 MILES MIND SPEED: 10 O -AO _jIPH EXPOSURE: C -ADDITIONAL PLATING FOR HANDLING TRUSSES 35 RESPONSIBILITY OF FABRICATOR. -MEAN ROOF HEIGHT: 10-0-O TRUSS LOCATION : AREA 3 LUMBER DURATION: 1.60 -UPLIFT CONNECTION REOUIREO FOR EACH BEARING FROM LEFT 10 RIGHT : (_I2 DS M, It16M) -HORIZONTAL CONNECTION REOUIRED FOR EACH BEARING FROM LEFT 10 RIGHI (19 B4V,0*) -NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. -SEE NOTES 10 AND 11 ABOVE FOR CHU BRACING REQUIREMENTS. L_ 3-7-12 , 3-4-4 r i 37 PLF Max Height 3-11-15 Rn 570 119E 12 a I / 620 1 4500 0619 4110 01 T -7- 962# 9621 978• )3.51 28X 13.51 28X 269.5 PLF n 3 x1 4><fiICE Forces(L-R) TOP DOT WEBS -1052 940 661 1 3-7-12 , 3-4-4 0 940 -1070 i _5B L 7-0-0 r No trusses: 1 One Half of 11-0-0 Trusses supported by Bot Chord Maximum deflection Occurred at bottom joint Tt2. Maximum Live Load Deflection of 0' (0/16). Index-.058, (L/6462) Maximum Total Load Deflection of .021' (0/16). Index-.06, (L/4000) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MONO GIR. T-11 DING. ALPINE ENGINEERED PRODUCTS Inc V no0 2-0-0 LL TC 30 2X4 12 N SP ENG. FOR: TRUE TRUSS INC - 1'1131 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE. TX 75051 8.0 OL TC 7 2X6 /1 DS SP (214) 660-3940 fiEA:-_- -- --TNU FW-STL LL BC 0 WEBS LAYOUT 10: '! 126 33.33 OL SC 10 2X4 03 SP ADDRESS; SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 112 11 LUMBER SHALL K OF THE SPECIFIED MINIMUM GRAMS. 51 CONNECTOR PLATES SHALL BE INSTALLED SOMME TRICKLY ON TO) All TENSION CHORD MEMBERS ASSUMED 10 6E CONTINUOUSLY 13) y INDICATES LATERAL BRACING MEMBER (IX4 MIN.) SPECIES. AND 192 MAXIMUMMOISTURE CONTENT. OR SUCH INAI THE JOINT SPACED BY EITHER 3/8" ININI PLVMOM SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. AND IS OF MIGHEP ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCU+ (MIN) DRYWALL OP BRACING MEMBERS SPACED 10' a. IMAX). TEMPORARY BRACING SHOULD BE DONE IN ACCOMAMM WITH FOR DESIGN ARE BASED GN THE LATEST EDITION OF THE NA- 011CCTLV ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI SPACING AND ERECTION PUBLICATIONS. T TONAL OESIGN STANDARDS PUSLISN(0 BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: BBC 2342. FHA 7C0 2014, SBCC ITT ALOM .L CPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLri81 THIS DESIGN CONFOM6 TO MMENT TPI DESIGN SPFCIFICA- FOREST PPODUCTS ASSOCIATION, 7261. BOCA FILE 06-125 SPACED BY EITHER 3/8' (MINA PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED MODS TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMINA DRYMALL OR BRACING MEMBERS SPACED AT 16' B C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORMES ONLY. O1 THIS ORAMING. INSTALLATION AND USE SHALL CONFORM (MAXI. UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY 6E CUT OR MODIFIED IN ANY MAY, Al CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MIT"THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN BY LENGTH (ALONG ROTS) AND THE OIIIENTATION Of THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NI8-9/FOR RECOwEmwto"S STYE CALL OUT I PLATE LENGTH IDENTICAL LOADING ANQ__C�710N. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -CODE : ASCE 7-88 BUILDING TYPE: ENCLOSED CAI: I -REPETITIVE MEMBER STRESSES NOT USED. -DISTANCE TO COAST: 0-100 MILES WIND SPEED:_1aQLJMPH EXPOSURE. C -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -MEAN ROOF HEIGHT: /0-0-0 TRUSS LDCA)ION : AREA 3 LUMBER DURATION: 1.60 -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE -UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT . Iq0%'# kk4 0� PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY -HORIZONTAL CONNECTION REWIRED FOR EACH BEARING FROM LEFT 10 RIGHT 06 M4 O E') of THE rRuss FABRICATOR OR CLARY. -NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. -SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. RUN 3-7-12 3-4-4 3-8-0 3-8-0 3-4-4 3-7-12 RIN4 1-5-14 02 #2 02 !2 1-5-14 74 167 74 PLF 2X4 2x4 2x4 2x4 Max Height 3-11-15 7_11-0 1291 12 Q 8 5591 4421 2605 y y i 12 P 248! 2481 BOAS vl 1 y+ Iz4F 1 y 660 7541 1008/ 1050 660 L^ T T t T 21650 16390 O Be 4x4 Bx6 In (3.5)622 (3.51532 3010 7x8 3x8 45 20 20 PLF 7-0-0 3-8-0 3-8-0 7-0-0 A-0 f0-4-0 5140 9780 1-4-0 1-4-0 21-4-0 Farces(L-P) TOP BOT WEBS -4418 3901 -272 -4152 3713 063 -4147 3061 599 -4147 3299 -M3 -3423 1501 -3689 234 -272 No trusses: i Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .142' (2/16), Index-.199, (L/1803) Maximum Total Load Deflection of .222' (4/16), Index-.208, (L/1153) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LIMBER TRUSS: 21'4' H-7 T-12 OMG. 0 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X6 /S 05 SP ENG. FOR: TRUE TRUSS INC - 1753/ 1601 S. GSM PKWY, BC LUMBER 2X6 r1 Os SP PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 ND GRAPRAIRIE. TX 75051 8.0 DL TC 7 OF (214) 650-3940 A: L LL BC 0 WEBS LAYOUT I0: 'Z t�j 504 33,33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 r II LUMBER SMALL BE OF THE SPECIFIED MINIMUM SPADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 fitt' INDICATES LATERAL BRACING MEMBER (I)(A MIN.( SPECIES, AND In MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING. t/2- 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES AHE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' R c (MAX). - TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST COITION Of TP* NA- OIRUECTLV ABOVE A SOITOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING 00 ERECTION PUIBLICATIONS. T ZONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NAxNeERS: UBC 2342. FHA TCB 20t,C SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINADUSL451 THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PROOUC IS ASSOCIATION. Mt. BOCA FILE Bfi-125 BRACED BY EITHER 3/B' IMIN.1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED NOW TRUSSES AND 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY a THIS TRUSS HAS BEEN OESIGNEO FOR THE LOAOINC.SHOW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR ON PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OR THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CVT OR MODIFIED IN ANY MAY, Al CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) MITA THIS DESIGN 121 ® INDICATES BEARING LOCATION 17) SPECIAL MANIXINO CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTSI AND TUE ORIENTATION OF TARE tB THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS I!ZLIL, IDENTICAL LOADING Lite CONFIGVRATTQN COTE ASCE 7- BUILDING ENCU 0 CAT: I -CONFIGURATION AND LOADING SPECIFIED BY FA CATOR DISTANCE TO COAST: 0-100 MILES WINO SPEED. 100 MPH EXPOSURE. C -REPETITIVE MEMBER STRESSES NOT USED. MEAN ROOF HEIGHT: 10-6-0. TRUSS LOCATION: AREA 3 LUMBER DURATION: 1.60 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT : 16670.667#.1 -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE HORIZONTAL CONNECTION REGUIRED FOR EACH BEARING FROM LEFT 70 RIGHT . (0#,001 PREVENTION OF PONDING! MUST BE MADE AND IS NOT THE PESPONSIBILITY NET WINO PRESSURES BASED ON DEAD LOAD SOWN BEI ON. OF THE TRUSS FABRICATOR OR CLARY. SEE NOTES 10 AND it ABOVE FOR CHORD BRACING RREOUIRENENTS RLN 4-5-12 4-6-4 3-4-0 4-6-4 4-5-12 RUN 1-5-14 1-5-14 74 PLF MBx Height 4-11-15 12 6 12 y S�3 e p a* i \\ I I� 1101+1 11010 3x4 3x4 (3.5143% (3.5143% 3x4 axe 3x5 Zo PLF 9-0-0 3-4-0 9-0-0 1-4-0 1-4-0 Forces IL-R) N N 21-4-0 TOP BOT WEBS 44 1392 -359 -1640 1080 271 -1293 1392 0 -1081 272 -1293 -355 -1640 44 No trusses: 1 Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 70.52' from the left end of bottom panel #1. Maximum PPLive Load Deflection of .097' 12/16). Index-.138, (L/2603) Maximum PPTotal Load Deflection of .152' (2/16), Index-.144, (L/1661) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21#4' H-9 T-13 DWG. it ALPINE ENGINEERED PRODUCTS Inc2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - v,�000 z-o-o LL Tc to 1-7931 1901 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE, TX 75051 8.0 OL TC 7 2X4 Y2 N SP (214) 660-3940 AREA: ZNZ-FOR-STL LL BC 0 WEBS LAYOUT IO: 130F 1 —/ 274 OL BC 10 2X4 i3 SP ADDRESS: 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 �^ 11 LIMED SHALL BE OF THE SPECIFIED MINIMUM GRADES. 61 CONNECTOR RATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL 1EN5IUH CHORD MEMBERS ASSUMED TO IEE CONTINUOUSLY 131 y INDICATES LATERAL BRACING MEMBER (1XA WIN.I SPECik'IS. AND I9S MAXIMUM MOI SIUK CONTENT. DR SUCH THAT THE JOINT BRACED By EITHER 3/B" IMI NI PLYWOOD SM THIMO. 1/2' 111 INSTALLATION AND ERECTION OF THE TRUSS. PEPMANENT, 04) IS OF HIGHER ALLOWABLE SIPE>Y VALUES, ALL VALUES USED M TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (NI NJ OP rMML OR BRACING MEMBERS SPACED f0' o c (MAXI. TEMPORARY BRACING SnOiO BE OGEE IN ACCOPOANCE MIT" fop DESIGN APE BASED ON THE LATEST EDITION OF It* NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONALDESIGN STANDARDS PUBLISHED BY TEE NATIONAL 71 V-2000 APPROVAL ,AMBERS: L+BC 2342. FHA TCB 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONIINUOUSLVI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. Mi. OKA FILE 66-120 BRACED BY EITHER 3/0" (NINA PLYWIM SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED X000 TRUSSES AND 21 INNS OESIBN IS BASED ON CLARY CONNECTORPLATES ONLY M THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHORN (WIN.) Oq'vNALt OR BRACING MEMBERS SPACED AT 16" O.c. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. UNLESS NOTED OTHERWISE. f6) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. AI COHECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPTNO ANG NO BY LENGTH IALONG SLOTS) ATHE ORIENTATION OF THE 21THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF (PUSSES SEE HTe-91 FOR RECOMMENDATIONS S 'TBE TIE L"' CODE : ASCE 7-88 BU[ IDENTICAL LOAQIL!r� AND CM IGURATION, LDI Y ENCS CAT: I alf -CONFIGIIiATiON AND LOADING SPECIFIED BY FABRICATOR DISTANCE TO COAST: 0-100 MILES MIND SPEED 100 MPH EXPOSURE: C -REPETITIVE MEMBER STRESSES NOT USED. MEAN ROOF HEIGHT: tO-11-0. TRUSS LOCATION: AREA 3 LIMBER DURATION: t.60 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT : 16871.6874.1 HORIZONTAL CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT . 104.041 NET MIND PRESSURES BASED ON DEAD LOAD SNOW BELOW. SEE NOTES 10 AND ti ABOVE FDR CHORD SPACING REQUIREMENTS PAN 5-4-10 5-3-6 5-3-6 5-4-10 SUN 1-5-14 1-5-14 74 PLF Max Height 5-9-16 12 Q6 InK n 12 a p in 1 a f f 1101# slot+ I III j^ (3.5143% 13.5143% In n 3x4 5xe 3x4 20 PLF 10-8-0 10-9-0 Forces(L-R) 1-4-0 1-4-0 21-4-0 70P BOT MESS 44 1361 -458 -1610 1351 639 -1176 -458 -1176 -(610 44 No trusses: 9 Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 73.38' from the left end of bottom panel 41. Maximum PPL1ve Load Deflection of .132' (2/16), Index-.188. (L/1913) Maximum PPTotal Load Deflection of .207' (3/16). Index-.197, (L/1220) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4" COMMONS T-14 OM / ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 42 N SP ENG. Fort TRUE TRUSS INC - )7 9 3/ 1801 S. GSM PKWY, BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE. TX 75051 8.0 DL TC 7 2X4 42 N SP (214) 650-3940 AF TL LL BC 0 WEBS LAYOUT TO: NOF 202 33.33 OL BC 10 2X4 43 SP ADDRESS: 'SCALE:V MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SMALL BE INSTALLED SYWETPIMLY ON 101 AIL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 Y' INDICATES LATERAL SPACING MEMBER 1/x4 MIN 1 SPECIES. AND 197 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" IMIIU PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED SI TOP CMORW)SPLICES APE NOT RECOMMENDED TO OCCUR (MIN) NMR'+MALL OR SPACING MEMBERS SPACED 10' O.C. (MAXI. TEMPORARY SPACING SHOULD BE 001E IN ACCORDANCE WITH FOR DESIGNARE BASED ON THE LATERD ST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS. TIONAL DES IGH STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL. NUMBERS: UBC 2342. FHA 7CB 2014. SSCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURMENY TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. - 7251. BOCA FILE 96-725 BRACED BY EITHER 3/0" (WIN 1 PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED KIM TRUSSES AND 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLA765 ONLY B) TMTRUSS 1S TSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS ORAMING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE, 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HAMMING CARE SNE)"BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EFIEC7I0H OF TRUSSES. SEE MIS-91 FOR RECCNENDATIOIS CODE ASCE 7-BB BUILD NG TYPE: ENCLOSED CAT: ICAL L-A-T N -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR DISTANCE TO COAST: 0-100 MILES WIND SPEED. 100 MPH EXPOSURE. C -REPETITIVE MEMBER STRESSES NOT USED. MEAN ROOF HEIGHT: 10-11-0. TRUSS LOCATION: AREA 3 LUMBER DURATION: 1.60 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REQUIRED FOR EACH BEARING FROM LEFT TO RIGHT : (667/,687F,) -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .274' HORIZONTAL CONNECTION REOUIRED FOR EACH BEARING FROM LEFT 70 RIGHT (OP.O/) -FALSE BOTTOM CHORD 1WOP4ATIOI NET MINE) PRESSURES BASED ON DEAD LOAD SHOWN BELOW. FALSE BOT 6-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. SEE NOTES 10 AND I1 ABOVE FOR CHORD BRACING PEOUIREMENTS. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS USE 3x4 MIN. FOR SCARF ON FALSE 807 CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 CONT. LATERAL BRACING AT O.C. MAX SPACING.. AUN 5-6-6 4-11-e 4-11-8 5-8-8 RUN 1-5-14 1-5-14 74 PLF Max Height 5-9-15 12 6 4x7 12 6 (7 m m N x n N N N A 1 n _ r r In 7915 a1 1101# 1101# (3.5)43% [3.5143X d) p 3x 3 3x6 12 12 20 PLF 5-6-6 9-if-0 5-0-6 Forces 1-P)1-4-0 1-1-0 TOP BOT WEBS N 21-4-0 , 44 2472 -322 -2807 1175 1595 -2757 2472 1595 -2767 -322 -2807 44 No trusses: 1 Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 59.5' from the left end of bottom panel #2. Maximum PPLive Load Deflection of .626' (10/16), Index-.893, (L/403) Maximum PPTotal Load Deflection of .981' (1-0). Index-.932. (L/257) RECOMMENDED CAMBER: .53' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'4' TRAY T-15 OPG. # ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 M2 N SP ENG. FOR TRUE TRUSS INC - 17`731 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 GRAND PRAIRIE. Tx 75051 8.0 DL TC 7 2X4 Y2 N SP (2t4) 660-3940 -P-LAM AREA[ TMC. FOA STL LL BC 0 WEBS LAYOUT 10: 340 33.33 OL BC 10 2X4 /3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE NOTAL 47 EXCEPT AS MAY OF NOTED 3/16 ` II LUMBER 311ALL BE OF THE SPECIFIED MINIMUM GRADES. BI CONNECTOR PLATES SMALL BE INSTAL.LEG SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUHHEO TO BE CONTINUOUSLY 13) y INDICATES LATERAL BRACING MENNEN 404 MINA SPECIES, AND 1911 MAXIMM MOISTURE CONTENT, 00 SUCH THAT THE JOINT BRACED BY EITHER 3/8` (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED GI TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' P c. IMAX). TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM OtORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AID ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCS 2014, SBCC 111) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIM10USLYIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-t25 BRACED BY EITHER 3/6' IMIN.) PLYWOOD SHEATHING. 1/2' TION FOR METAL PLATE CONNECTED WOOD TRUSSES APO 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT IS' R.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS ORAMIND. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS OESIGN /2) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOLLD BE TAKEN OLEINS SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTEN SPAN TRUSSES OF ERECTION OF TRUSSES SEE NE0-91 FOR RECOMMENDATIONS TCONFIGURATION, CODE ASCE 7-88 ILD NG 0 CAT: I -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR DISTANCE TO COAST: 0-100 MILES WIND SPEED. 100 MPH EXPOSURES C -REPETITIVE MEMBER STRESSES NOT USED. MEIN ROOF HEIGHT: 10-IS-0. TRUSS LOCATION: AREA 3 LUMBER DURATION: 1.60 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. UPLIFT CONNECTION REWIRED FOR EACH[NEARING FROM LEFT TO RIGHT : 15620.5931.1 -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .104' HORIZONTAL CONNECTION REWIRED FOR EACH BEARING FROM LEFT TO RIGHT (t321.00) NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING PEOUIRENENTS. 1MM 5-e-8 4-11-6 5-0-0 RUN 1-5-14 1-5-14 WMX Height 5-9-15 74 PLF 12 �6 5 5 12 a p N w If1 � ? J 928* I 84211 (3.5132% 7X5 3x4 �� (3.5)33% �T N 1 20 PLY 3X4 �3 12 9-11-8 FDrcG111l'-R) TOP BOT NESS 1-4-0 1-4-0 44 1630 -374 15-8-0 -1872 519 1360 -1855 -676 -90 -298 44 No trusses: 6 Spacial Loading: Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 54.77' from the left end of bottom panel 02. Maximum PPLivs Load Deflection of .438' (7/16), Index-.847, (L/425) Maximum PPTotal Load Deflection of .687' (11/16). Index-.885. (L/271) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LIMBER TRUSS: 15'8' TRAYS T-16 ONG. 0 ALPINENGINEEREO PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 12 N SP ENG. FOR TRUE TRUSS INC - 1801 S. SM PKWY. 80 OL TC 7 D BC LUMBER PROJECT: CENTEX 3707 A DATE: 23 Jul 1993 IM I(.I- f214) GRAPRAIRIE. TX 75051 2X4 /2 N SP L/ 1214) 650-3940 k STL LL BC 0 MESS LAYOUT IO: 1192 OL SC 110 2X4 03 SP ADDRESS: — MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/4 '11 L/ if LUMBER SMALL BE OF THE SPECIFIED N1NIMUN GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMEIRICALLY ON 10) ALL TENSION CIORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 Y' INDICATES LATERAL BRACING MEMBER ItX4 MIN 1 SPECIES. AND 191 MAXIMUMMOISTURE CW TENT. OR SUCH THAT TIE JOINT BRACED BY EITHER 3/e' MINI PLYWOOD SHEATHING. 112' MAI INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF NIGHER ALLOWABLE STRESS VALUES_ ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENDED 10 OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 23' 0 C. (MAX). TEMPORARY BRACING SHOULD BE DONE 1N ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 00110.CHUM SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. I TONAL DES)ON STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NJMHERS: UBC 2342. FNA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS OESION CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE P6-125 804CEO BY EITHER 3/0' (MIN 1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED 01 CLARY CONNECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOR INE LOADING SHOWN IMIN I DRYWALL OR BRACING MEMBERS SPACED AT 37' P.C. GIIAL ITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES 51ZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAXI. UNLESS NOTED OTHERWISE 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR RE IE SIZES ARE CALLED OUT WIDTH (ACROSS SLUTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BV LENGTH TALONS SLOTS) AND THE ORIENTATION OF THE SIZE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIO-91 FOR RECOMMENDATIONS. CALL OUT IS T/IE REQUIRED DIRECTION OF THE PLATE WIDTH. IDENTICAL LOADING AND CONFIGURATION. '000 Web Length MaXIRU*deflection occurred 2.56" from the left end of bottom panel 16. -COMP IGURATION 6 LOADING SPECIFIED BY FABRICATOR. M-Plata turned 90 deg. MBXIPIu1M LIVe Load Deflection of 195'. Index- 279. IL/12921 -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. IP-Typical Panel Maximum Iota) Load Oetlectlon of .269% Index-.256. (L/9371 -PLATE TOOTH VALUE REDUCED BY 155. Total quantity of trusses f -HORIZ. STRONGBACKS PER PCT-00 SECTION Boo REO. 8 0 1010 67 LF * 4 CO to TT TH tto m X m X X x X x x x x x x x x �y 111 ID ICI IPI W) TV In to U7 2x3 Z)c& �--- s EA)2)✓Ee.7. M H M OD X w to In u In In In N to to to r X R-1349 R 2024 [3.51 I [ .51 6-4-8 5-8-0 _ 15-4-0 TP-30" TP-30" T 21-4-0 7 LF FORCES (Left to Right) TOP -1423 -3628 -4860 -4793 -4150 -4150 -3488 -2273 -721 0 WEBS -1331 1886 -1752 1416 -1505 -47 127 -62 -178 276 -618 220 272 -914 772 -947 990 -1205 1134 -1588 459 -773 BOT 0 2662 4764 4764 4916 4598 4150 4150 2942 1573 -fie -Ile CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. Ti ALPINE ENGINEERED PROOLICTS Inc V-2000 21'4` FTG 3 Z 1-4-0 LL TC 40 2-4x2 A2 D5 SP 1801 S. GSW PKWY. GRAND PRAIRIE. TX 75051 6.1 E/6. DBC LLIN8ER L TC 10 2-4X2 02 05 $P ENG. FDR: ENG BY: (214) 660-3940 PEAT�AREA' - JIAL`.—FOFFIST�-- LL BC 0 TRUE TRUSS INC. SOURCE Program OF �Z WEBS — _5 - -- -- _ - MEMBER TRUSS PLATE INSTITUTE 1394 sl 0% OL 8C 4x2 k3 SP PRoJEcT -- —In IAL 55 CENTEX LOT 53 SLS - 21 Jul 1993 SCAR,£ _.EXCEPT AS MAY [IF NOTE() _ 3/tl �/ 1I LUMOkP SHALL TIE OF THE SPECIFIED MINIMUM(TRADES. 5) CONNECTOR PLATES SMALL BE INSIALLtU SYMMETRICALLY ON 101 ALL TENSION CHORD MtMITERS ASSUMED 10 BE CONTINUOUSLY 131 fi;' INDICATES LATERAL SPACING MEMBER 11x4 MIN 1 SPECIES. AND IS%MAXIMUM MOISTME CONTENT, OR SUCH THAI THE JOINT. BRACED BY EITHER 3/0' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS OF HIGHER ALLOWABLE SIPESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OCCUR (MINI ORYWAN.L OR BRACING MEMBERS SPACED 23' a.C. (MAXI, TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FDA DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A INIITOM CHORD SK ICE UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. I TONAL DESMON STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL M)MBERS. UBC 2342. FHA ICB 2014, SBCC 11) ALL COMPRESSION CHOW MEMBERS ASSUMED 10 BE CONIINUOUSLYI5) THIS DESIGN CONFORMS TO C1XaENT IPI DESION SPECIFICA- FONESI PROOMIS ASSOCIATION. 7231, SOCA FILE 06-125 BRACED BY EITHER 3/0' (MIN i PLYWOOD SHEATHING, 1/2' /IDIS FOR METAL PLATE coMECTEO WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN I DRYWALL OR BRACING MEMBERS SPACED AT 37' a QUALITY STANDARDS FOR TRUSSES. 31 CO/MECTOR PLATES SIZES ARE BASED ON AXIAL FOIM ES ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM IMAxI. UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MIT"THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD SE TAXEN DURING SHIPPING AND BY LENGTH (ALONG)SLOTS) AND THE ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MIB-91 FOR RECOMENOAT IONS. CALL OUT IS TIE REQUIRED DIRECTION OF THE PLATE WIDTH, IDENTICAL LOADING AND CO FIDWATION. -000 Web Length Maximum Deflection occurred at bottom joint 15. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. ii-Plate turned 90 deg. M81110UN UVe Load Deflection Of 138". Index-.239. (L/1507) -UNBALANCED LOAD CASES HAVE BEEN CONSIOERIEO. TP-Typical Panel MaxiBum Total Load Deflection Of .189". Index-.210. IL/1101) -PLATE TOOTH VALUE REDUCED BY 152. Total quantity of trusses - 3 -HORIZ. STRONGBACKS PER PCT-00 SECTION WO REO. 1010 177- 100___ L 0 X X X X X X X v m m m m m m 2x3 18' zxlo S END VE�eT In x x x m m x x x x v m m x x m m v In N N R-930 R 2021 I3.51 13.51 7-10-8 1-7-0 17-4-0 _ TP-30" T 17-8-0 10 PLF FORCES (Left to Right) TOP -807 -1976 -2605 -2784 -2543 -1834 -607 0 WEBS -926 1141 -1053 675 -641 295 -260 -9 35 -349 353 -701 742 -1083 1123 -1902 795 -am BOT 0 1522 2407 2784 2784 2764 2306 1335 -187 -187 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. i ALPINE ENGINEERED PRODUCTS Inc V-2000 17'8" FT 1801 S. GSM PKWY, 2-0-0 LL TC 40 1-4X2 NM2 DS SP _ 7932 GRAND PRAIRIE. TX 75051 6.1 E/6. OL TC 10 BC LUMBER ENG. FOR: ENG BY: ___ 1-4x2 M2 Ds SP TRUE TRUSS INC. SOURCE Program /,;I0F � (214) 660-3940 EA. C-FOR STL- LL BC WEBS MEMBER TRUSS PLATE INSTITUTE 560 S1 0% ot- oc �5 4x2 k3 SP Opo_jE�T-_ SCA - EXCEPT AS MAY tiL Nl)DE.11 CENTEX LOT 53 SLS 21 Jul 1993 4 _ _ 3/ �M� 11,LumafEg SHAyL BE OF THE SPECIFIED MINDE IMUM GRAS. 51 CONNECTOR PLATES SHALL HE INSIALLEU SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER 11x4 MIN) SPECIES. AND 19%MAXIMUM NOI BTURE CONTENT, OR SUCH THAT THE JO IMF BRACED BY EITHER 3/B' (MINI PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND 15 OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 23' a C. (NAX), TEMPORARY BRACING SHOULD BE DONE 1N ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 80110.CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL MwBENS. UBC 2342. FHA TCB 2014, SBCC til ALL COMPRESSION CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PROOUC TS ASSOCIATION. 7251, BOCA FILE 06-125 BRACED BY EITHER 3/8' IMIN 1 PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED W000 TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY COMNECTOR PLATES ONLY B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN 1 DRYWALL OR BRACING MEMBERS SPACED AT 37' O c QUALITY STANDARDS FOR TRUSSES, 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE fel NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SI IES ARE CALLED OUT WIDTH (ACROSS SLOTS) WI IH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MIB-91 FOR RECOMMENDATIONS. CALL OUT TS THE REDO AEO DIRECTION OF THE PLATE WIDTH. IOENi[CAL LOADING AND CONE IOURAIION. -000 Web Length Maxism Deflection occurred 1.31" from the left end of bottom panel 05. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. 4-Plot; turned 90 deg MBWIMUM LIVe Load Deflection of .089'. Index- 175, IL/2067) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. TP•Typica) Panel NBXiBUM Total Load Deflection of .123', Index".16, (L/1496) -PLATE TOOTH VALUE REDUCED BY 15S. Total quant)ty of truSSes = 2 -HOR1Z. STRONGBACKS PER PCT-00 SECTIONiQOQ 0. 100 lJ I PLF x P v m m m m m m X x x x x x x >K 2x3 2x Hv - S En)b Vier In m m WI In In v cn In x x x m x x x v m m x m m X R=818I*xi ti R=1913 [3.5) [ .51 6-7-8 15-4-0_ _ TP=30" LE 15-8-0 10 PLF FORCES (Left t0 Fight) TOP -697 -1649 -2144 -2144 -2045 -1533 -500 0 WEBS -814 986 -911 504 -483 247 -107 -59 -143 196 -564 600 -936 973 -1802 B00 -856 80T 0 1310 1974 2144 2144 1912 1129 -168 -188 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 40 1-4x2 N2 DS SP 15*8" FT ) 932 1801 S. GSM E. T 6,1 E/6. BC LUMBER -- __- GRAND PRAIRIE. Tx 75051 UL TC 10 ENG. FOR: ENG 8Y: (214) 660-3940 AFEA: --- -Tr7�. FDFi-STL- LL BC 0 1-4x2 N2 Os SP WEBS TRUE TRUSS INC. SOURCE Program 3O tz ____ MEMBER TRUSS PLATE INSTITUTE 530 S1 0% UL BC 5 4x2 N3 SP PAUXeT- SCA] TOTAL 55 EXCEPT AS MAY HE NOTED CENTEX LOT 53 SLS - 21 Jul 1993 4 / IL LIMON SHI*L BE OY THE SPECIFIED MIMI"OPADES, 51 CONNECTOR PLATES SHALL BE INST4LLEO SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSVMEO 10 BE CONTINUOUSLY 13) .0' INDICATES LATERAL BRACING METMEP (1X4 IN 1 SPECIES. AND 195 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/e' (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION Of THE TRUSS. PERMANENT, AND 15 OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR TWIN) DRYWALL OR BRACING MLMbERS SPACED 23' O.C. (MAX). TEMPORARY BRACING SHOULO BE DONE IN ACCORDANCE MIT. FOR DESIGNARE BASED ON THE LATEST E0171ON OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNLESS NOTED OTHERWISE. CURRENT IPI BRACING AND ERECTION PUBLICATIONS, T TONAL DES ION STANDARDS PURL IS/EO BY THE NATIONAL 7) V-5000 APPROVAL NUMBERS. UBC 2342, FHA TCB 2014, SOCC 111 A((. COMPRESSION CHORD MEMBERS ASSUMED ID BE CONIINIIOUSLYI5) THIS OESION CONFORMS/O CL WNT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 06-125 BRACED BY EITHER 3/6' IMIN 1 PLYWOOD SHEATHING, 1/2' TIONS FOR METAL RATE CONNECTED NOW TRUSSES AND 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN ININ 1 DRYWALL DR BRACING MEMBERS SPACED AT 37' a X. QUALITY STANDARDS FOR TMUBSES. 31 CONNECTOR RATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS NAT BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES AE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES SEARING LUCATION. 17) SPECIAL HANDLING CME SHOULD BE TAKEN OWING SHIPPING AND BY LENGTH TALONS SLOTS) AND THE ORIENTATION OF RHE SIZE 9) THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-9/FOR TECGMEHOAT IONS. CALL OUT IS THE REOU IRED DIRECTION OF THE PLATE WIDTH. IDENTICAL LOADING AND CONFIGURATION. -Odd Web Length Maximum deflection occurred at bottom joint F4. -CONFIGURATION f LOADING SPECIFIED BY FABRICATOR. *-Plat. turned 90 deg Maximum Live Load Deflection o1 .078". Index-.158, IL/2285) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. 1P=Typical Panel Maximum Total Load Deflection of .108". index-.145. IL/1650) -PLATE TOOTH VALUE REDUCED BY 151. Iota) quantity of trusses = 5 -HORIZ. STRONGBACKS PER PCT-80 SECT IDOL 800 REO. 100 IlJ]V PLF v m m m X rtil X x x x x x x k v rn m CM N m m 2x3 ie' 2x6 �fjLlD VEeT, v x v m m m m v R=788 1D R= 895 13.51 13.51 6-7-8 1-7-4 14-10-4 TP-30" --� -- 15-2-12 10 _-- PLF — - FORCES (Left to R1ght) TOP -665 -1571 -1970 -1970 -1970 -1430 -447 0 WEBS -783 941 -875 471 -425 163 -114 -165 27B -518 551 -910 950 -1799 853 -887 BOT 0 1254 1857 1970 1776 1059 -224 -224 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) IC LUMBER TRUSS: _ DWG. e ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 40 1-4X2 M2 DS SP 15'2-3/4 FT f pq3 2 1801 S. PKWY. GRAND PRAIRIE. IE. TX 75051 6.1 E/6. BC LUMBER DL TC 10 1-4x2 N2 DS 5P ENG. FOR: ENG BY: (214) 660-3940 E" WEBS Ai -" -Iii-FaR-StL LL BC 0 TRUE TRUSS INC. SOURCE Program 4-OF 1Z DL BC MEMBER TRUSS PLATE INSTITUTE 504 51 01( 5 4x2 N3 SP PROJECT: TOTAL 55E 199 EXCEPT AS MAY BE NOTED CENTEX 3707 A S B - 21 JulJUI 3 SCA 0 Y(.UMBEA SHALE 9E OF THE SPECIFIED MINIMON GRADES. 51 CONNECTOR PLATES STALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO ITE CONTIfAJOUSLY 13) -0- INDICAIES LATERAL BRACING MEMBER (1X4 MIN 1 SPECIES AND 191 MXIMUM MOISTUE CONTENT, On SUCH THAI THE JOINT, BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 23' O.C. (MAX), IEWN"RY BRACING SHOULD BE DONE 1N ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIFECILY ABOVE A BOTTOM CHORD SPLICE Lmx.ESS NOTED OTHERWISE. CURRENT TPI BRACING AND EPECIION PUBLICATIONS. TIONAL DES IONSTANDARDS PUBLISEO BY THE NATIONAL 71 V-2000 APPROVAL MIMHERS: UBC 2342. FHA TCB 2014, SBCC 111 ATUM .E COMPRESSION CHORD MEMBERS ASSUMED 10 M CONIINUOVSLV15) THIS DESION COWDF*d TO CURRENT IPI DESIM SPECIFICA- FORES I PROOICIS ASSOCIA TIM. 7251, BOLA FILE BB--12+ BRACED BY EITHER 3/8' (MIN I PLYWOOD SHEATHING. 1/2' LIONS FDA METAL PLATE CONNECTED CTED MM TRUSSES A 21 THIS DESIGN 13 BASED ON CLAAV CONNECTOR PLATES ONLY 81 THIS TMISS HAS BEEN DESIGNED FOP THE LOADING SHOWN THIN I DRYWALL OR BRACING MEMBERS SPACED AT 37' a. QUALITY STANDARDS FOM TML9SES. 39 CONNECTOR PLATES SIZES ANE BASED ON AXIAL FORCES ONLY. ON THIS DMMING. INSTALLATION AMC USE SHALL CUNFORM IMAXI. UNLESS NOTED OTHERWISE. fel NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN AMY MAT. 41 COMNECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ge INDICATES BEARING IOCAIION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OURING SHIPPING AND BV LENGTH IALONG SLOTS) AND THE ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN (PUSSES UP ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS. CALL OUT IS THE REQUIRED DIPEC710M OF THE PLATE WIDTH. IDENTICAL LOADING AND CONFIGURATION. -DOD Web Length Maximum deflection occurreO at bottom joint 02. -CONFIGURATION C LOADING SPECIFIED BY FABRICATOR. x-Plate turned 90 deg, MaXlmum Live Load Deflection of 002". Index- 017, (L/24000) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. IP-Typical Panel Maximum Total Load Deflection Of .003', Index-.015. (L/16000) 2r -PLATE TOOTH VALUE REDUCED BY 15i. Total quantity of trusses - 9 100___ PLF * * O En X X V IXv 2x3 2x 6 18WN_ -- - 5-EpD EI,T. co TC C') R=197 X XR-,4 13.51 X M M M 9-0 4-0-0 - TP=30N = 4-4-0 10 PLF FORCES (Left to Right) TOP -114 -114 -114 0 WEBS -187 158 -114 -124 213 -451 170 -179 BOT 0 114 -40 -40 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWGb. • ALPINE ENGINEERED PRODUCTS Inc V-2000 1-4x2 02 DS SP 4 4" FT �7l 3 2-0-0 LL rc 40 _ toot S. GSW PKWY. BC LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE. TX 75051 6.1 E/6. DL TC 10 1-4x2 N2 DS SP (214) 560-3940 EAi-_---- -TRU-F0A-STL LL BC 0 TRUE TRUSS INC. SOURCE Program ,j OF �Z - wEes �__._� ------- PROJECT--. 222 51 0% OL OC 4x2 af3 SP SCA E TOTAL 55 EXCEPT AS MAY HE NOTED : MEMBEF TRUSS PLATE INSTITUTE CENTER LOT 53 SLS - 21 Jul 1993 3y4 , 11,Ltaeti.p SHALL aE OF THE SPECIFIED MINIMUM GRAMS. 51 CONVECTOR RATES S11All BE INSTALLED SYMMETRICALLY ON 101 ALl 1EMSION CHORD MEMSEPS ASSUMED 10 BE CONTINUOUSLY 13) � INDICATES LATERAL SPACING MEMBER ifx4 MIN) 8PECIES, A'M1 f9%MAX IMIM MDISIURE L'DN7EM1. OR SUCH THAI THE JOINT. BRACED eY EITHER 3/B' IMINI PLYWOOD SHEATHING. 1/2' 14) INSTALLAT ON AND ERECTION OF THE TINA& PERMANENT, AND IS OF NIGHER ALLOWABLE SINESS VALUES, ALL VALUES USED 6) TIM CHORD SPLICES ARE NOT 1ECOMMENOED TO OCCUR Iw1Ni GRYN4lL OR BRACING MEMBERS SPACED 23' O.C. (MAXI. TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE W17H FOR DESIGN APE BASED 04 THE LATEST EDITION OF THE To DIRECTLY ABOVE A BOTTOw CHORD SPLICE. UNLESS NOTED OTHERMISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. I TONAL DESION STANDARDS PUBLISHED BY SHE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FNA TCB 2014, SBCC III At.I COMPRESSION CHORD WENfEPS ASSUMED TO DE CONTINUQUSLY151 THIS DESIGN CONFORMS 10 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIAI IOM, 7251, COCA FILE BB-125 BRACED BY EITHER 3/8' (MIN 1 PL YWDOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY BI TNIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IM IN 1 p1YMALL OR SPACING MEMBERS SPACED AT 37' 0.c. GOAL I fY$TAMDNDS FDR TRUSSES. 3) CONNECTOR RALES SIZES ARE BASED ON AXIAL FORCES ON Y. ON TRIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF TIE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONHECiO1 PLATE SIZES ARE CALLED OUT WIDTH tAOP035 SLOTS) W11H THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL MANGLING CAIS SHOULD 0E TAKE M DURING SHIPPING AND BY LENGTH (ALONG SLIT BI AND TME ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECllON OF TRUSSES. SEE NIB-91 FOR RECOMMENDATIONS. CALL OUT IS THE REQUIRED DIRECTION OF THE PLATE WIDTH. IDENTICAL LOADING AND CONE I DURATION. "000 Web Length Maximum oeflectlon occurred at bottom joint 04. -CONFIGURATION C LOADING SPECIFIED BY FABRICATOR. M-Plate turnsIT 90 0e9. MBXI.UR LUVe Load Deflect Hon of 094-, Index-.189, 0./1896) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. 1P=TypICal Panel MBXi.UM Total Load Def lectlan of 129". index-.174, (L/1362) -PLATE TOOTH VALUE REDUCED BY 15%. Total quantity of trusses 1 -HORIZ. STRONGBACKS PER PCT-BO SECT IF6 IUlU fIOO REO. 200 -- - -- PLF 0 to In m In In m toX % t0 to In cu Iu ILP to � !e" 2x3 2X� S�Np VZAtT rn to m m in co ^� o tIn (n In In ED n R=1529 fn 1 R= 676 (3.51 I (3.51 6-7-8 1-7-4 14-10-4 -- TP-30" --— -- 15-2-12 0 PLF FORCES (Left to Right) TOP -1387 -3316 -4216 -4216 -4216 -3156 -1159 0 WEBS -1507 1874 -1778 950 -902 363 -251 -297 477 -1011 1055 -1770 1700 -2182 345 -668 BOT 0 2644 3953 4216 3871 2411 -99 -99 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-4x2 N2 DS SP 15'2-3/4" FTG 2-0-0 LL TC 40 __ 17132- GRAND 7 3 2- 3801 S. GSW PKWY. BC LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE, TX 75051 6.1 E/6. DL TC 10 2-4x2 M2 D5 SP (214) 560-3940 A- Tptr FDR STC- LL BC 0 TRUE TRUSS INC. SOURCE Program (p OF �2 WEBS .w�_--- ._ _ UL OC 5 4x2 N3 9P PROJECT,­­_­­­ l,E MEMBER TRUSS PLATE INSTITUTE 942 s 0%l TOTAL 55 CNTEX 3707 A & B - 21 ,tui 1993 sc1/2 EXCEPT AS MAY HE NOTED 'r TI°LU-SEP SHALL BE OF THE SPECIFIED MINIMA GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SVVSCIRICALLY ON 101 ALL TENSIDN CHORD HEMOEHS ASSUMED TO BE CONTINUOUSLY 13) 09' INDICATES LATERAL BRACING MEMBER (1x4 MIN I SPECIES, AND 19%MAXIMA MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF NIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TOP CHOW SPLICES ARE NOT RECOMMENDEO TO OCCUR IMINI DRYWALL OR BRACING MEMBERS SPACED 23' 0— (MAX), TENPOIARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGNARE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNLESS NOTED OTHERWISE. CRI4ENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DES ION$I ANDARDS PIAL ISHED BY THE NATIONAL 71 V-2000 APPROVAL M04BERS: UBC 2342. FHA ICS 2014, SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 56-125 BRACED BY El IHER 3/8' (MIN i PLYWOOD SHEATHING, 1/2' TIONS FDR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 61 THIS TRUSS HAS BEEN DESIGNEO FOR THE LOADING SUDAN IMIN 1 DRYWALL OR SPACING MEMBERS SPACED AT 37' ..c. DUALITY STANDARDS FOR TPUSSE9. 31 COMNEClop PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. am THIS DRAWING, INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER Of IPE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AMC BY LEND IN (ALONG SLOTSI AND THE ORIENTATION OF THE SIZE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-St FDR FECO04ENOAT IONS. CALL OUT IS TINE REOUIREO DIRECTION OF THE PLATE WIDTH. IDENTICAL LOADING AND CONFIGURATION. -Odd Web Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION t LOADING SPECIFIED BY FABRICATOR. ■-Plot. turned 90 deg. MAXIMUM L1Ve Load Deflection of .108", Index-.187, (L/1926) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. TP-Typical Panel Maximum Total Load Deflection of 148", Index-.171. (L/1405) -PLATE TOOTH VALUE REDUCED BY 151. Total quantity of trusses 1 -HORIZ. STRDNG8ACX5 PER PCT-BO SECTION 800 NEO. g 1010 100 * a (O In m t X X X X o „ X X X X X X X X V n In In UT (U U7 In to 18' 2x3 2�6 00 WpLT T_ n v m m * m In to m X x X X in x X x X n I[l In to X In 0 In In EU R-1738 R 2113 (3.5) 13.5) _ 6-4-8 �-1-0� 2-0-0 15-4-0 TP-30" TP=30" T 17-8-0 10 RET FORCES (Left to Right) TOP -2265 -2821 -3525 -3624 -3624 -3235 -2270 -758 0 WEBS -1712 2764 -1622 751 -692 303 -238 -95 14 90 -537 509 -856 906 -1233 1171 -1667 423 -743 BOT 0 2265 3310 3693 3624 3624 2876 1630 -109 -109 tom_ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: OWG. 4 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 40 2-4X2 N2 DS SP 17'8" FTG 17137- 3801 S. GSW PKWY. BC LUMBER -ENG. FOR: ENG BY: GRAND PRAIRIE. TX 75051 6.1 E/6. GL TC 10 2-4X2 82 DS SP TRUE TRUSS INC. SOURCE Program 7 O IZ (214) 660-3940 A C AEA: - TF -TW 5M LL BC WEBS 0� DL BC 5 4x2 N3 SP PR0jCcT------- scA —E - MEMBEXCEPT AS ER TRUSS PLATE INSTITUTE 964 s] TDTAL 55 MAY t1F NUIEU CENTEX LOT 53 SLS - 21 Jul 1993 3�8 ,/ 00' *I) LP'.AALL BE OF THE SPECIFIED HINIOMW GRADES. 5) CONNECIOR RAIES SHALL SE INSTALLED SYMMEIHICALLY ON 101 ALL TENSION CHORD MEMBLHS ASSUMED 10 OE CONTINUOUSLY 131 J0 INDICATES LATERAL BRACING MEMBER 11X4 MIN I SPECIES. AND 19a MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/0' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PE)MANENI. AND 15 OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES AHE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 23' O C. (MAX), TEMPORARY BRACING SHOULD BE 001E IN ACCORDANCE MI1H FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A E107TOM CHORD SPLICE UNLESS NOTED OTHERWISE. CURRENT TPS BRACING AND ERECTION PUBLICATIONS. T TONAL DESION STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA JCB 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CQNTINU0USLVI5) THIS DESIGN CONFQWLS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0' (MIN I PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED WOOD TRUSSES AND 21THIS DESIGN 14 BASED ON CLARY CONNECTOR RATES ONLY e) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN I DRYWALL OR BRACING MEMBERS SPACED AT 37' a.C. QUALITY STANDARDS FOR TRUSSES. 3, CONNECTOR RATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS THY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR RATE SIZES ARE CALLED DUT WIDTH (ACROSS SL07SI WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CME SIOILLD BE TAKEN DURING SHIPPING AND BY LENO INO H JALON6 SLOTS) ATHE ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE NIB-91 FOR RECO MENOAT IONS. CALL OUT IS THE REQUIRED DIRECTION OF THE RATE WIDTH, IDENTICAL LOADING ANO CONFIOURAIION. X000 Web Length MaXiMum deflection occurred at bottom joint 03. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. l it-Plot. turned 90 deg MaXIMuM LIVE Load Deflection of 005', lndeX-.033. 1L/120001 -PLATE TOOTH VALUE REDUCED BY 151. TP-typical Panel Maximum Total Load Deflection of .007'. Index=.026, (L/0571) Total Quantity of trusses = 1 410___ PLF v m v x x x 2x3 - 2x3 18" T_ DKI R=1047 m x l�xx m R=1047 [3.51 x x I3.51 In in _ 5-0-0 TP-30" 10 PLF FORCES (Left to Right) TDP -589 -715 WEBS -1030 795 -740 -771 968 -1020 BOT 0 1112 0 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. / ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 40 2'4x2 M2 DS SP 5.0" FTG 7932 1801 S. GSW PKWY. ENG. GRAND PRAIRIE. Tx 75057 6.1 E/6. BC LUMBER DL Tc 10 2-4x2 82 Ds SP FOR ENG BY: (214) 660-3940 -A[ L-- LL ec 0 TRUE TRUSS INC. SOURCE Program �oF Z WEBS MEMBER TRUSS PLATE INSTITUTE 264 S1 Q% DL BC 5 4x2 k3 SP PROD : TOTAL 55 CENTEX LOT 53 SLS - 21 Jul 1993 SC E: EXCEPT AS MAY BE NOTED ytOlc�f�Ey10�,° pE411�Ep �St S� NAY \ !to eE°*p00 1EO, 1Pp1NG $Y t,l 1C,�aN+r t!•t e rS s 1°N ,Ovw ' .'f �G��1`�Xt. t.lY�5°E5��i�N���g fCA•t�eg,�1NCE�GGIMENO 1 � H19 II stiNrE t stl�o 9 f2' y f°A ,N$µtYMO Sp+c,ED C�i1x ;� fIltW SEE ' `}EryS+°Eitp $ *Et 31 t11 °Sl'y ip�YSg @r E�F�1Clt�' x CHUp°910. a 0 lNitw c 161 ctM tUl Rt'i t-0 eYx�lt i�pNl$Ei,E�01 V,I�pIlao► E �EIESEO tY uN iN y, tl Sld�C "%I"Mf*OS ^1"G IpSGN !'ay`E AMpPE E11" pNESE tµ1E0 SYYMt -tpi ttl !'��,CkO 61 Y"'!}9N ED°SN`0c'11UN' NES �SSH YN,.t� aE 1NS NNEO!° ,, se°G OOA / M`EtiES eE'Nltw .pE1tE AGO 5Hp � zgot tfN'ice.Lilts !®1.1M0tcr S2{ 61 �.A� !`!°°uiii»ttd'o1N4 tt'E tNOi'w�00vE. �NNlNS. foil i!€usE 5Hµ g 6 aper 12 a. tNRt al SGV C�{ptv p°YM ay.t?S SyG °°N'µ0 tpOSSE ttoo° M1NtMMS°P OV' U.1° �110p0 ept'.f fl,tH,BE-E iµSi`�tltl NtEp SpW en0°+ 00 4I ctf lE° CCM1Eu�Val hE x, ri 13yt.1 , r.}0$WON, left p77, Et j36 Of tsE WD U� ptt1 �yO ®1 t SN,oo µM,5 ,,01%>NF/ 't 5„ {c°e p12.. toner° ° 1' 1 ,rs^ gN1a�pt1E t ;41£�Se 8Y iME mitts NSE Clap „N,�sas',ot519t INi°ESM.I- t�lo,G`c�.re;jeGt tOr`t°°t .O{Ug5e5 wl Sp p5of 0E9 5' stCM OLI NyF tiN"p1HE ,bei letvE0�iee�`qad 0`t wpNtltY °t tr E6+ OE is ° ,o+JEEe W N i1CM rl th 51 5 P IS tf►u'ylEs CM-E 001E YME reap 10 10 lla i�ss G to�Pb►+Es g12E011A olv�,�s lt�'Gf x Z.1 GO�Ctdl tV.ON°N�tyJ1�0 ,1 C0ENstN 1S trE "NX N0 Me so dog 6a'urpe to al pan tr1 / tic”, P�2gS cn cn X N 0 / a�2g1 t^ 5'A30" PLS oN� 32 11� o,oF iZ 5'A" f 1 5 Up�� P��g�am 5�3�IEA Vit, i9g3 t�55• ggs INC 21 ��� 2 0s 3�0 2�0 2g % OEp 1 4X2 A2 gP 05 PRO� CEN�EX moldBibi `9g .1►S `OPDI 4of1 tgG`POEN, AX2 �y3 9P 0 t0_ `262 -t�� 0 _ r.. 5p��t 1.E SC i� uc05 AX2v 0E NOSE �f1 iµ5\►tt.'Yf�WW ,tµo-,o tED tF Ito�tPPSW' / tEW"'01 tPt lam' 04 GOMttM�'t'/2 *1. 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SUES�'E� 14-2pp°°pt'•A NF,g DEt,µSi ttt� lEP$PS end of \t/t p001 G1F 1F,o GDµ �i titEµ 71 16.t p5M►NtµGµ "OLE to t00 the tCtt d°yam 02B. \l 10 1N£SPE�tsl LU Sion yvc 6i SNjb DEei v`tc tDUfl 02 eE Of %S001 F i Ey°I.E wtt 1T °:tn 1HSSDN ts„c;"t+D God 5" tp L"O t ESHtNPi�s�oo �t-i pG op N �p5HE')JO IS tiOE�it het�e tv0 oaaa0 co �tece���tytot Ofu5spt'F 5e9 `oaa tstok°ESa cis E G�Eoapif °�tE MtD N°s)wywld""'ua�dt°t tpH otOt Sit 2l tµis 5& 0.►o E gtSE.otSt 0 p F>E.Git 1A it 1 GaaE ctof• i►lo pEWtfE N is l� to G�tE Ood wet%. �n°d X3 del 2 K�QjOt iG6)P° tv�trP to 2X3 Cn X3,51 331 P3.5� � SP230. 1 0� IZ a,�� FSG ��ASE Pro9�em s4jyEd t�4 gEP �-0 � 2 �5 5P t R C�NjE_ 58 N� 1P`Fl 0EP AIL # �J ptgntl �g11 t 1 AO eE t ffi2 03 5P Ep / 6fE °O U a�69 SPAGI AMAY 6E Np ,SES lL .53 •! / a G- 9-0-0 Ol. tC 1l4LUHBER SHAL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONVECTOR PLATES S—ki. BE INSTALLEU SYMMEIRICMLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTINVOVSLY 131 fio" INDICATES LATERAL BRACING MEMBER (1x4 MIN I SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAI THE JOINT. DRALEO BY EITHER 3/e' (MIN) PLYWOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERNANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHOW SPLICES ARE NOT RECOMMENDED ID OCCUR (MIN) DRYMALL OR BRACING MEMBERS SPACED 23' O.c. IMAX). TEMPORARY SPACING SHOULD BE DONE 1N ACCORDANCE WITH FOR DESIGNARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 00110-CHORD SPL.ICE UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. T10NAL DES ION STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUM13ER5: UBC 2342. FNA ICB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINMOISLYI5) THIS DESIGN CONFORMS TO CURRENT IPI DESTSN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 7231, BOCA FILE 06-125 BRACED BY EITHER 3/6' (MIN i PLYWOOD SHEATHING, 1/2- FIONS FOR METAL RATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR RATES ONLY 6) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN THIN) DRYWALL OR SPACING MEMBERS SPACED AT 3Y- a.c. DUALITY STANDARDS FOR(FUSSES. 31 CONNECTOR PLATES SI LES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAXI. UNLESS NOTED OTHERWISE 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SL01S1 WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CNE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTSI AND THE ORIENTATION OF THE SIZE 9) THIS DESIGN IS APPLICABLE f0 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIG-91 FOR RECOMMENDATIONS. CALL OUT IS THE REQUIRED DIREC71ON OF THE PLATE WIDTH, IDENTICAL LOADING AND CONE IDEATION.- 00d Well Length MaXiNuR Deflection occurred at DOLTO4 )oint aE. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. A-Plate turned 90 deg MCXIMuN LIVE L.oao Deflection of 197". Index- 201, (L/1279) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. TP-Typical Panel MBx IRUM Total Load Deflection of .271". Inuex=.25e, (L/930) -PLATE TOOTH VALUE REDUCED BY 15Z. Total Quantity of trusses = 9 -HORI2. STRONGBACKS PER PCT-80 SECTION BOO REO. 1010 67 L * A 4 v c m m m m m m v w x x x x x x x x x (` v m m m Cv m m m In 2x3 18" cdG ITT QD m x x x x m x x x x oz x c m m In x m m m v IY) (V R-752 R 1821 (3.51 ( .51 9-1-8 _____ 21-0-0 -- -- ------ TP=30' T 21-4-0 _ 7 _ LF FORCES (Left to Rlght) TDP -669 -1687 -2343 -2731 -2731 -2545 -2255 -1526 -460 0 WEBS -748 946 -887 627 -600 376 -365 205 -105 -32 -125 166 -413 432 -651 679 -906 931 -1713 842 -896 BOT 0 1265 2091 2589 2731 2731 2533 1964 1070 -198 -198 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSP) TRUSS: TC LUMBER ONG. ALPINE ENGINEERED PRODUCTS Inc V-2000 1-4-0 LL TC 40 1-4x2 02 DS SP 21'4" FT 1713'—'1801 S. ASN PKWY. 6 1 E/6 BC LUMBER GRAND PRAIRIE. TX 75051 OL TC 10 7-Q%2 #2 DS SP ENG. FOR: ENG BY: (214) 660-3940 PEXTE-AREA: - -- - -FDR STL LL BC 0 WEBS TRUE TRUSS INC. SOURCE Prqgram )r OF l,EZ - S 3/8 MEMBER TRUSS PLATE INSTITUTE 714 S1 0% UL BC 5 4%2 M3 SP PROjE-ff TOTAL 55 tXrr1 T AS MAY HE NOTED CENTEX LOT 53 SLS - 21 Jul 1993 NE) tiB4 R:SMALL BE Of THE SPECIFIED MINIMUM GRADES, 51 CiONNECIOP PLAITS S»ALL BE INSIALi.EO SYWNf-FRICALLI TR 1U1 ALL TENSION CMXCf MEMMENS ASSUMED TO BE CONTINUOUSLY 131 fip- INDICATES LATERAL BRACING MEMBER 11x4 MIN 1 SPECIE5, AND 19%MAXIMUM MOISTURE CONTENT. ON SUCH THAI THE JOINT bRALED BY t11HER 3/8' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSIALLATIGN AND ERECTION OF THE TM 513' PERMANENT, AND TS OF HIGHER ALLOWABLE Si RE55 VALUES. ALL VALUES USED 61 TOP CROTID SPLICtS ARE NOT tECUMWENDED lU L1CClM (MINI URYMALL. OR BRACING MEMBERS SPACED 23' P.C. (MAX). TEMPORARY BRACING SHOULD BE 001E IN ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITIGN OF THE NA- DIRECTLY ABOVE A BOTTOM CHURO SPLICE UNLESS NGTFO OTHERWISE. CURRENT IPI BRACING AND ERECTION PUBLICATIONS. f IONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUN6ERS. UBC 2342, FNA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO cuPRENT IPI DESIGN SPECIFICA- FOREST PRcoUCT5 ASSOCIATION. 7251. (LOCA FILE 86-125 BRACED BY EITHER 3/8' TWIN I PLYWOOD SHEATHING. 1/2' TIGNS FLA METAL RATE CONVECTED NOW TRUSSES AND 21 IRIS DESIGN 14 BASED GN CLARY CONNECTOR RATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN I DRYWALL DR BRACING MEMBERS SPACED AT 37' a t. QUALITY SIANOAMIDS FOR TRUSSES. 31 CONNECTOR PLATES 5IZE5 ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAXI, UNLESS NOTED OTHERWISE 161 NO MEMBER OF THE 1PUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLA It SIZES ARE CALLED OUT WIDTH IACADSS SLOTS) WITH THIS DESIGN 321 ® UL INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOD BE TAKEN DURING SHIPPING AND BY LENGTH IALONG SLOTS) AND THE ORIENTATION OF THE SIZE 91 THIS DESIGN 1S At'L�LICABLE TO SHDTOER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS. CALL OUT IS THE REQUIRED DIREC71DN OF THE RATE WIDTH. IDENTICAL LOADING AND CONE IBURATILIN, =006 We0 Length Maximum deflection uccurreO at 1).11.. IOtnt 07. -CONFIGURATION C LOADING SPECIFIED BY FABRICATOR x-Plate turned 90 deg. Maximum Live toad Deflect Tan of 31'. Index- 443, 0-1613) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. 1P=typical Panel Maximum Total load Deflection of 425", Index=.406, (L/592) -PLATE TOOTH VALUE REDUCED BY 15%. Total Quantity Of trusses = 1 -HORIZ. STRONOBACKS PER PCT-BO SECTION BDG REO. I or 7 ]010 Pnn 67 PLF * -- u-I 01 to to ID nin 0 O O x x x x x x 1 x x 'A n r, a n to to � w m m n ]8" 2x3 2X to as 1 n to 1K OD to a1 In In o Do ►^ X x to x x x x x .+ x t` f� x I, ID w to 03 x f` l0 tU CO R�1558 ( R 3452 3.5J .5J 4-1-8 1-10-0 11-4-0 9-8-0 TP=30" TP-30" T 21-4-0 7 LF FORCES (Left to R1pht) TOP -1643 -5764 -5764 -7749 -9921 -10156 -8327 -6114 -2253 0 WE135 -1444 2123 -2501 2980 -1084 -1049 2614 -1806 1117 -1064 -165 -759 853 -1611 1229 -2134 2190 -3004 2875 -2503 -100 -623 BOT 0 3502 5754 5754 9091 10745 10745 9524 7700 4485 20 28 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TRUSS: dF ALPINE ENGINEERED PRODUCTS Inc V-2000 TC LUMBER DWG. Aeo! S. GSW PKWY. 1-4-0 LL Tc 40 3-4x2 M2 Os SP 21'4" FTG A 1-7532- GRAND �532 GRAND PRAIRIE. Y. 75051 8,1 E/6. OL TC 10 SC LUMBER ENG. FOR: GRAN) 660-3940 (`A: - —ii3�-FIIR-SRL-- OL BC 0 3-4x2 N2 Os SP ENG BY. WEBS TRUE TRUSS INC. SOURCE Program IZOF J2 MEMBER TRUSS PLATE INSTITUTE 1932 s1 0% DL BC 5 4X2 M3 SP PROJECT`- TOTAL 55 EXCEPT AS MAY BE NOTED CENTEX LOT 53 SLS SCA E - 21 Jul 1993 3�8 1 DEPARTMENT OF BUILDING ' CITY OF ATLANTIC BEACH. �. _ . PERMIT INFORMTION ON -� LOCATION INFOPxAT:ION Permit Number. 1.5227 Rc�dr���, 13'71. LII4PCSII�E DRIVE I? tI411t ' lTie3.EteECTRICAL ATLANTIC BEACH , FLORIDA 32233 ,, Class ;Wflr ,RE$AIR .. LZOAL UESCFtII*TICII .•.. . Constr. Type.W D F'RA14E � �Hl���, Lit�7£3 �� ��: Proposed UseI, SINGLE PAXI L'T Sa t. 'ow £I EuIad � I vi tnc s: J S k dfv�jsJon,SELVA LINKS IDE Est . Value: I�'.I�13 Improv . ` Cost: 0.00 Total ,' Pee 2 0 ? Am0fl Late ; 2 997 i G 's,p 0 } 17 Word I ` iJIRE ATION FON EES .. .. � I Name., RONG =IT � 5 i A c DRIVE W094 , FLORIDAa.,J, 3 2 2 k3 ... o5 izz-, i tw co,� aIOU 1 _ Name R & CO I T MSA .-ST ZET ,.. r..,F I JACKSON FL 322013 Li c zsd s NOTES: E , I , NOTICE`—INSPECTIONS MUST BE REQUESTED AT LEA9t:24+IOWMPJ§IOR T'O INBPEMCTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NQ'T BE PLACED IN„PUBLIC SPACE,AND MUST BE }' CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW ;CAN RESULT IN w THE PROPERTY;OWNER PAYING TWICE FOR 8UIL0ING IMPROVEMENTS.!' Y WHICH ARE PART OF THIS PERMIT AND SUBJECT TO ISSUED ACCORDING TO APPROVED PLANS REVOCATION FOR V1O_LATION OF-APPLICABLE PROVISIONS OF LAW. P�” T1C B41IL INS PAA MENT CITY OF ATLANTIC BEACH, FLORIDA Approwdby APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:....,— 7 'f/ 19 9- 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 ELECTRI L REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGN TUR JOURNEYMAN NAME.. ll I��'l.!!/�of-cTADDRESS: � C& -D-/4-- -RFD—BOX— BLDG. D• RFDBOXBLDG.SIZE BETWEEN: RES.0 APT.( 1 COMM.( 1 PUBLIC ( 1 INDUS.( ) NEW( ! OLD 04 REW. ( ) ADDITION l 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SO. FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE -G G AMPS PH 3w 9-Vd VOLT !-,p eC, RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES IBELLTRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. I I OVER 600 V. NO. KVA I NO. lKVA NO.NEON TRANSF. [NO. VA. MA. f MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES w. 15187 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I -- PERMIT INFORMATION ------ ------- liOCATIWINFORMATION -----__- Permit Number: 15187 Address . 1371 LINKSIDE DRIVE- Permit Type:SIDING ING ATLANTIC SEACH, FLORIDA 32233 "lass Work.- SIDING -- LEGAL DESCRIPTION Constr. TyPe:WOOD FRA14E al sick Lot 70 Twp: 4 ' Proposed Use;SINGLE FAMILY Section. Q Subd Rng 4 1 Dwellings: 0 Subdivision :ELVR LINKSIDE Est .5^-Valu . 0 .w Improv. . Cost . 3 , 226.Ob Total Fees; 25.00 1 Amount Pai, 25.00 Date � M 91"1997 M a Pork D � g TION - ..._ APPLICATION FEES - Namet 'RONt3~ SIT W25-0a Addr, bRIVE r FLORIDA 32233 PhGwrn0 0 vN R FORMATION ON Name, FE LA N F" FLS. °INC Addr 8184 1 .0 " TICCLE? , ♦ /!y ff44, +3f1K�.S0y,1w,�Vy{�p[q'�� �. FL 3221.1 Lick �i(",t?2 FiwVV Exp. / tg � . NOTES-, i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION { i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER t `4FAILURE TO COMPLY WITH THE MECHANICS' LvlN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILOING IMPROVEMENTS. . IS , ''),,ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VI TO 14Of.APPLICABLE PROVISIONS OF LAW. 1 4461 1 TLANtC x 1 r CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMLITIONS Owner (s) : AAM57TAW Address: 1.321 �4MV-5 AC5- Oje, _Phone: a1Yc?-51(o 7 Lot # :7t?_ Block or Unit # Subdivision: JaoJ XST�� Contractor: Ekmar QC C. State License # C e Co zA a%2(o Address: AA Phone No: 3 _ 9b Describe work to be done: IZI1, G Present use of building: /-OnL � cOY/ h Valuation of Proposed Construction: Proposed use: is this an addition?_ &0_ 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) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT T20= (COMMAcIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CO24WNCII4NT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. fiY,Signature OWNER: date: Signature CONTRACTOR: Date: License Supplied: Liability Insurance: Worker's Compensation Insurance: My GOWAsSION ,•,," P8�An1�EXPIRE& Auoust 27,2000 o FAIN INSUKE INC• ------'--------------------------------------- ------------------ el 7 nX Ir 37' 9-7 j Smr— P ../ IE s7 14-15 T • gut, 6M1, �` P Ft W"i IC BE T- l S7-a aPR✓, au o oF> is i. /E.A(37LU5 tl 17 4 1 (1 9•rt 3 T3 s �- -/ ►EA071 o') ICE c ' .�M!Ly t* I. Do not cd or after tnma 1. L ► +�� rrltlatd written permission MM°N� i HANGER'S ham True Truss. lt= ?r CC40 Fe1Ne ' 2 X 6-8 7-Tana war be bnirt in rEk n l21 9- *kt omrwu witb m b 2X181 4ZV 1 V4X18 DwwWer. .............. \rR -f- i x - i CUSTOMERC �5 10B NAME 370$- o4-124,-9� RUE TRUSS 641-0766 1 "50L°M04 -- iNFbRT�1UT t.JOTE ON KCE►TION OF LAW a TRUSSES, ALL FRAIERS - — — v b'' ARE AWIWTO CALL UK TMM FOR FIIRINER tNSTMN ilglO IEFORE SETTINI OF TRUSSED. I ,Cf 08-05-1993 SIZE .ANALYSIS Page 1 of I 11:15:42 TRUS JOIST MacMILLAN (MTAs! fli-S1001j IM 1. ROSE (SO10D) Project Name: CENTEI JOKES - PL11 13708 111 Page title: GARAGE DOOR READER ---------- IJSisingt" v3.40 ---- Beildial Code NER ---------- Type of Sale Distribmtiot ----- 1193040417 ---------- lpplication: Deflection Criteria (KR) Member Use............... READER Roof (non-snow load, LDL) LL Defl TL Defl Member Sop Slope(in/ft)... 0.000 Stress Level............... 1331 Spat i L/240 L/180 Roof Slope(it/ft)......... 6.000 Live Load(psf)............. MA Floor Decking............... 1/1 Dead Load(pmf)............. 17.1 Repetitive Member Use....... N/1 Partition Load(psf)......... 1.1 bimforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load width Startfmf Foist to End I44/Repl 1 UNIF(plf) 360 x,331 230 11'- 0.00, 5'- UP from Lt Repl 2 TRIU(plf) 0/ 130 1331 0/ 80 5'- 6.00' 11- 1.00, from Lt Repl 3 CONC(lb) 1801 1331 1140 $1- 1.001 from Lt 1dd 16" TJIr'mv/96 JOIST I6'- 6.001 ----------------------------------------------- S I S E A N A L Y S I S ---------------------------------------------- IKPORTAXT! The analysis presented below is output from software developed by Trus Joist ',!acKillan(TJK). Allowable product values shore are is accordance with current TJX materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJK Engineering. Design assumes adequate continuous support of the joist compression flange. Veb stiffeners are required at bearing 1. 1; and special load 3 Mazicon Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGRT end Span 1 ander 1331 stress TOTAL Load Moment(ft-lb) 25033 25033 < 26215 1051 KID Spas 1 ander 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.815 L/323 KID Span 1 under Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span 1 under Total Load criteria Span I In. Reaction Total(lb) 4573 5435 Lfre(lb) 2798 3319 "sued Brg. Lemgth(la) 3.00 3.00 Kaz. Unbraced Leagth(ls) 4i Copyright 'O) 1993 by Ira Joist MuKillan, a limited partnership, Boise, Idaho. UP" is a registered trademark of Tres Joist KacKillaa. TJSiziagt" is a trademark of Ins Joist belillas. -'� -ttlese gpectttcattons are e seat is o erred ab°sto„ai Enol jda COP rent °� for the r0iee vt the protea of the FIOr T" d Rules gc111catve p°nsib"e c ter a71 an of truss sp er the Chap ow are list repared 1h piorlda Statute ' ..--- umb8rs tt 1ih hd hsv M aoo°d nce W, ---d The n herew%ndeX sheehapter 2�H. etteched thl Re9ulatlon C proteS 1 0f 1 1 ; 2 of 2 OF 1 � T • W 6 W " L1 W, °o � . trptl Ley � a ,,p 44►�' ,���;`, L29i/ t d s '8 L I V Vj W T� OL •-, V too to to V 7 d�P.�Pip,► �y► .LSP v°1 a,'�� s � tut ��� •t�°'���'► � SOL�iyv�► °} ��t� ��,�'�, t 04�`P' /`°M�, '�►'��!"rte►• 00 d� X11 �4°fie ts- ;,r►��s+A `'t • - . • _ . - yso OF Ilia wagrom avow ataas, a Common PLAIts SMALL a DOIALL"smst$4 LLY ON 0 Two aglow is NIPLK LLC to some SAW TONM M /tl UMCARaf/Amm tw me tantw let**IN.$ vs, w status,aaoom sono[[. an am net va ANSI, tetlRtCAL Lwls+AIO ctlsFlvunoe, li xsulAATter Alk amVce" ut utas, Lee!pawl. me IS rWaM a Au^Wt$$P 11%4,04116 114 woos 44M a w 600 MOM AN 0,N e100eMNM 10 4=111 al Le tr IMPS 116"ft LAtteALLT BPAeo 9110die w SW 19woww N%ales Caw W 1100 IN AeaO MORN%list JjCwIL xs"iHo iTAtaMi i .�w s�wnw� 11 1661 w M iFnwAI, PUMM INC nm ewe 3r,hO to 1 ata oea 6". rs►Tw.s ss sluat%f rcraf oras,►1 .$•a.e.#0 lids Kul"cant o is o0105 00 f OWN#tog's ali w afCCIPlu- teetst Poexis amiatom. tam, sacra PILI sr-tss IIl US 0110M 111408 anALL K/A1101ALAV SAWS 111t[a at Imo Fse KCAL 04,4141 41010404e rood tswla s,0 'tl ans a sloo if 04110,0 Owls aalestas 1tAM OLY. a tis Ulm DAs am Comm Fan M LOANO adM Sir 061e.1 NTIOLL M NWINS N WI%VAals At N•-0,• sUALItT Simko"Fee ttbffq. /1 aa6sttee PLANS stets AAs,SAM M&aK PeeRtf W&T. so TNS aewtes. DWAAAttw mo wl ons GW"m 0,.a aux4. to Me SOON 0,F lit urns CAT Is 001 as e1011,e90 I6 AM MAY. Y ao"CTa.LAAIS SAM AN arm of go. am IT•s1e. ■O Sas 1el0111404 ue ® INDICAtta TKAe/tr LWATIeN. AXIS � 91 NOW I -Odd Nob Length Maximum deflection occurred 6.72' from the left end of bottom panel #4. -CONFIGURATION C LOAOINO SPECIFIEO BY FABRICATOR. -Plate burned 90 deg. Maximum Live Load Deflection of .2946. Index-.414. (L/871) -PLATE TOOTH VALUE REOUCEO BY 15%. P-Typlcol Panel Maximum Total Load Deflection of .3220. Index-.379. (L/6331 -HORIZ. STROHGBACKS PER PCT-90 SECTION 600 REO. Total quantity of trusses - 1 175 L w t tc n tT► 1 i X uCi til X taut tis 01 X 1x0 N In N I1 N In cu to cu �+ 1n N 1s, 14' T_ in AD An too n n n t i two In R-1556 In In R-1566 13.51 (3.51 P-311 1I 1 PLF 1 ... -- NIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) FOP -2260_--2280 -5182 -5182 -6617 -5617 -6617 -6617 -5182 -5182 -2280 -2280 EBS -1593 2653 -249 -1975 1529 -219 -1088 545 -219 -216 -216 -219 545 -1088 -219 1529 -1975• -249 2653 -1533 OT 0 3915 6083 6798 6083 3916 0 CLARY A Div/lion of PLATO TYPE: O.C. SPACING LOADING WWI TC LIINSER2-4x2 Is, Ds SP DESCRIPTION T ALPINE ENSINEEM PRODUCT{ IRt Y-2000 2-0-0 40 16'f 1-3/4' GARAGE HEADER A SW 1001 S. EAT WANNEST PTORT, 5.0 I.A. TC!0 eC LWMR2-4x2 02 Ds SP END. FOR; RA0G6/ OL Tc 0 GRAND PRAIRIE. Tx 7TRUE TRUSS INC, Program tow WO-3840LL aC Dees 4x2 03 SP Tg A� MENDER TRNbs PLATE INSTITUTE 1122 i 1 33x TOT EXCEPT As NAY SE NOTED PRovaECT. MASTER - A V6 DCT 1992 u r TRUSS SPECIFICATIONS FOR Centex 3708 A - The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charfe of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 211-1-23. DRAWING NUMBER DATE 15416 1019 Ray.2 3123/93 15416 2019 1%416 3019 Rev. 93 5416 4019 1416 5019R 15416 6019 Rev 3/23/93 15416 7019 Rey.2 3/23/93 15416 8019 Rev.2 15416 9019 Rev. 3/U/93--- 15416 931 41610019 Rey,Z 3/23/93 1 416 11019 Rey.2 3/23/93 15416 12019 Rev.2 3/23/93 15416 13019 Rev 15416 14019 Rev 93tiby 15416 15019 Rev.2 3/23/93 ���` • ""'•••.����ij� 15416 16019 Rev 3 .�� 416 17019 Rev o 00� .: 15416 18019 Rev.2 3/23/93 - • 15416 19of19 Rev r tr It LW41KO SHALL Bf M THE SPECIFIED Mi111MJN IPADES. 51 C010ECIOR PLATES SHALL BE I1151ALt ED SU AE.IQICNLI WI 1G; A IVISIJ1 DOOMMENBEUS At-SOCO ID BE COI4111JULKA.L I Ii! / 11giCAIES LATERA, bfr1114 NEN{EA IIJI 1411&'jSPECIES. Ma 1011 0AII -11A M31S11/E CORIfIN. OR S-JZ,, INA/ THE ..01141 bAACED B/EITIEA 1/60' 10441 N 1103,0 51EA1N11G• 112' 1A! 1/15/NLAIJUI NG EAECTI(Al:F It: TG.ISS. PEANAIEUi, NG IS GF SILW14 ALLDII^ME SIPESS iALUES. ALL TALARS USES) 01 IAP CIIC44G SPt ICES APE 1101 PECUMd110f T. 16 GCC•'"P INIW IAFIIALL GP{PACIlk:It HBEAS SPACED 10' a G. IIIAII 1EI4PCAAPA 1111•[11'.SiIiAAG EE UOIE III ACCCPGNICE NITn ftYf IESIC41 All[BASEp 011 II!lAtE51 EDITION GF lit Sill- OIPECIL'I A11O,E A DOI IAN C.0-ORDSPLI!E. :1110 ESS IfUlEO G11tPMIEE CIPIEIII IPI BRACIIG NO LREC1lU1 PJBLICATICAS. TIOtYI GES1W STNGAIWS PLAN.ISrfD BI I,E NA11511AL 71 V-2600 APPWJ,AL M,1f4t1EA5: :SSC 7342. fNA 1011 7014. SMCC 11i ALL Cr'wm SSICA/C11UY:NE141ENS ASS:aIEG TO BE CC41111fJkA1SL'Sb1 PISS GESIUI C0141'GN145 TO C'PRE111 IPI IES I'A11 SPECIFICA- FORESI FAOGICIS ASSaCIATl04. 7251. A FILE 66-125 BRACED be EMEN J/11' :MIN.i PLIHC"S44ATHIIG. //2' 1114j%FGA NEIA PLATE CurEC1EG MUGG 1al•SSES NG N THIS DESIGN IS BASED DU:LARI CGMECION PLATES GLI N THIS TWW4SS NAS BEE1t GESIUED FCA II( LGA01116 9101011 �14111.1 OV1NAtL UP BPACIIG MENbENS SPACED AT t6' a c. QUALM SIA/OANGS FAA IRUSSES, 311COiECICA PLATES SIZLS APE BASED 41 Af1AL FORCES 0111. dl 11415 0PA111116. (fISIALLAIIUI AIG USHA E SHALL CCAf GAM :NAI!, YAESS trITEO OTIfCAN .0 M 15E. 161 1EW*A GF TIE IFIIJSS MAI BE CUT t'A NEIGIF[EO 111 NII NAI, 41 C411ECtOR PLAIE SIZES AK CALLED OIII MIDI" iAM%S SLOTS; MISS THIS 6ESIG14 12; 1101%IES BEAAIIQ 1.0CAM11 171 SPECIAL MNGLNIO CAPE SOKM G OE IANEII WRIfY SHIPPII►3 N At LERGTn IALOIIG fL3151 NG See 00I)EMIAT/04 Cf TUE $ TOOK DESIGN IS AWLICAMI.E to S1d/+IER SPAU TR:SSES Of "i OF fNUSSES SEE -15-91 fW RECC4rEU0A11011S DIFEI:T HAS OF 1tif Pt Alf LE1101". - .-_I4EUI IL6L_1.skPlUil At&_SWF IG•.PAIISsl.—_- -- - -.._._. -.—.—_� -[GIF GUF1ATICAI RIG LOAGIIIG SFECIf IED B"F FABRICRTOR -AOOItIGIAL PLA11116 FCA"AIIC1L111G TRUSSES IS RESPp4SIBILII( OF FAOAICATGR. -11115 TRUSS IS OESIC11ED GIIL'Y FOR USE LGAOS SIt01B1. PRO'fISIO1t fOR T"f PREVEI1I1011 OF PLIIUIIIG MUSI BE RAISE AIID IS INT THE RESPO11SI81L[it TF THE TRUSS FAWICATOP OR CLAP(. I -FALSE 001IT0I4 CHL" IIFGRMATIOII FALSE BOT 21-0-0 Oil LEFT. vEPTICAL SPAC111G-4-0-0 USE 141/411414 OF 214 PLATE FOP FASTEI11011 FALSE 801 CHOPD VERTICALS. USE 3x4 14111. FGR SCARF 011 FALSE SGT CNORG. .'TRUSS BOTTOM C"D RBGVE FALSE SGTTCM ChORD MUST BE SPACED MIT" IA4 C0111. LATERAL, 8PAC1116 Al 24NO.C. MAR SPACII1G. 3-6-0 PAM 5-5-6 5-0-10 5-11-7 6-1-3 5-11-7 5-0-0—�RUN 130 1-5-14 e2 02 02 02 02 1-5-14 74 74 PLF Max !Might 5-7-3 32-t-0 920 12 D 6 3161 J2 1 3500 6171 783/ 6531 6 L;;1 Sit$ d 6 3111 1 / a F ? 9xy� �SOS 3x4 J 1740 In 43 't6 1911 ./ �95E 1661 2111 3711 47/ 1611 1361 26090 13.5151 5 6­1PI �, 13 5139% 5111: -.03.43 3x5 3xa Ibissit) f2 .1•y 20 20 PLF 10-6-0 3-6-0 5-11-7 5-1-3 5-11-7 5-0-0 2201 1-4-0 -4-0 37-0-0 © BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEADL S SHOWN BELOW UPLIFT CONECTION REWIRED: �Q o * AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom )Dint 04, FASTEN TOGETHER WITH: 2 members Required Maximum Live Load Deflection of .558' (9/16). Index-.452, (L/796) TOP Tod NAILS 12'0 .C. Maximum Total Load Deflection of .874' (14/16), Index-.472, (L/5008) n BOT 100 NAILS 12'0.C. RECOMMENDED CAMBER: .47' �Q�y1l,3-Z 3/3,0``/((� WEB $Oil "AILS 12'0.C. FASTEN AT OR NEAR ALL PANEL POINTS. AP-Ell- 3 2_2-_93_10("I� D/l!.(J DO NOT NAIL OR BOLT TIQJ TRUSS PLATES, 0-011' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER _ TRUSS: — 37'0' 106-5_ NRWT-1 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 02 05 S0" ENG. FOR: TRUE TRUSS INC - SOS /S�' (17 teot S. GSw PKWY. BC LU146ER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAHO PRAIRIE, Tx 75051 7.0 OL TC 7 2X4 02 N SP ofl AYUUT 10: t2i4i 660-3940 PLATE AREA: - -INC. FOR STL.- LL 8C 0 WEBS MEMBER TRUSSALA1E 1111111111E 608 33.i3 OL 8C 10 2X4 Y3 SP ADORLSS: SC At Wit hit Al 41 I .� rI Al� 141 111 Fi�11 n 1 A (Art I) LUMBER ylµL 0E OF 14ff SPECIFIED NIIIIN•JN SPADES, b! CUE{.1011 1'1 AILS SRAM BE IHISIULCO 51W4 IAICALLI LAI 10i ALE IEI1SItA1 CHti1FD MEWENS ASS:AEG TO BE CU11114 .6t, 111 ;A- 1100ILAIES LAIERAL BRAL 11w,MEMBER ILA NII]., SPECIES, Ale MOB M01w111H3161tJ14 CYHEu/, OR V.C" THAT few .)Df117 DRACEL 61 ETHER i/B" w1H+ PK IRJA SIEATIH114 V2' u} IHLIALLATIUI 114,ELECIIUI G/ I,,E II+VSS, PERMAIERI, NG IS GF nINtEO ALL.:dAlLE STRESS (ALES. ALL fALUES 11.10 n, IP LHC&C SPM I,ES ARE HOT RECUI4PHOEG TO GCC:m IMIIII W10ALL J1 IHACIW MEWfER5 SPAaD w' 0 c. INA];, IEHPiFAP,aRACH15.S,HUJLG NE u(me 114 ACCCRGAHCE Ntln FOR OESla,ARE BASED W1 IHHE LATEST [011191/Of THE IIA- GINECIL'I AIII A BOTTOM CHGRG SPLICE. - 'J14ESS I171E0 GTHEPNI`-E CURfEIII IPI 0RAC11L HL L14 J/P'.,BLICA71UAf. TIORAL CESI&A STHf!AOS PURLISHEO 01 led f/AT101AL 7, V•2000 APPRu/AL 1r.,1BERS: JBC 2542. FHA TCO 2014. SOCC If) ALL CGIIPPE551W CHGR6 MEMBERS ASSl1MED 10 BE CC41111rJ0JSL HUH 1"15 U64I04 CGIOCAIHS TG C-44*141 IPI 01I SPI FOREST Pg0011CIS ASSXIA11011 7251. ICA 111E U6-125 BRACED 61 EITHER 3/e" MNL:• PLIHLGO SHEAIN1140 1/Y IICATS FGR METAL PLATE CIAEECIEG NOGU MUSSES ATL 21 HTHIS OESIOIH IS BASED Off CLARI CC46EC-IDR PLATES UI.I BI THIS III RAS BEEN GESIGEO FTN 1HE LGADUAD SHHUxIH �NNU.f DR/MALL OH4 BRAC HUO Mi"UtRS SPACED AT 1&- 0 C. TAIALTII SIAH40ARGS II TRUSSES 3I LOH4ECTU1 PLATES SUES ARE BASED OI A/MAL FORCES LEI OHI THIS DRANIRU. IIISTALLA11CA1 AlL USE SHALL CGIFCW RAA], UE ESS HOIL0 01HER4SE. fell IB MEHBER OF THE III NAI DE COT C44 MODIF LEO 111 AHI NAI, 4) COEECIGA RLAIE SIZES ARE CALLED 0.71 010114 1ACROSS SLOTS! NII" THIS GES131 121 IIN ICAIES f4EAR1114,LOZAIIGII 171 SPECIAL HAA'GL 1"0 CARE S"DI 6E IANEH GI04 SHIPP1113 AHO O'I LEf16TH1 PAI SLOTSt MO 1HE,7R1G/TATTO/G THE U; THIS DESJ:41 15 APPLICABLE 10 SHOOTER SPAII TRJSSES OF 9011 OF TRUSSES SEE n10-OI FOR RECCMNEIOAII(A S _bJ PLAIE LEI61n. ICEIITICAL LUADIIIIL.AUG CDIIFIG:AI IIaL__ — _ -CLIP Gl1RATIGI AlA�OAG)11G SFECfF iE0 9/FAGRICAIFF -ADOITIGIAL PLATHIG FOR HAICi111G ]PUSSES IS RESPOUSIBILITf OF FABRICATOR. -11115 TRUSS IS 01 1010.1 FOR ME LGAOS SIIOMI. PRG'IISION FOR THE PREVE11TI011 OF PCTIDIIIG MUST BE MADE Af10 IS 1IOT THE RESP0T1S16AITF OF THE TRUSS FABRICATOR OR CLARE. -FALSE BOTTOM CHORD IIIFCA14ATION FALSE 801 21-0-0 Oil LEFT, VERTICAL SPACING-4-0-0. USE M111I141M OF 2x4 PLATE FOR FASIEHIIIG FALSE 80T CHORD VERTICALS. USE 344 Nlll. FOR SCARF Off FALSE SGI CHORD. 1�IRUSS BOTTOM 1I ABOVE FALSE BGIIGM CHOPS "I BE BRACEO WITH 144 CONI. LATERAL SPACING AT z,I MAX SPACIfG. 1-8-0 3-4-8 RUR/ 3-5-6 5-0-10 4-5-2 4-6-14 4-6-14 �4-5-2 3-7-8 PAIN 74 PLF 1-5-14 ~1-5-14 Max Height 5-7-3 4 12 6 12 24211 Q 6 /2190 3330 3381 3330 2891 , ' F F L ♦ 1 12 p m XV81 I 2fi8 JqF� / / � \ L240 6 r7 M 8?43.4 3x4 B 3 19 ! (!i9E 90E 911 9G/ 1130 661 N it 101! 1260 I 11n1711/ \� C, 17120 13.5167 �1 A �vB 6x7 3x3 3x4 3xB (3.51493 3x7 it V ' 2G PLF 1-6-0 10-6-0 4-5-2 4-6-14 4-6-14 4-5-2 7-0-0 112 /2 02 02 #2 02 1-4-0 37-0-0 1-4 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCi 1991) WIND SPEED: 110 wo MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: J043 B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: 1 Maximum deflection occurred at bottom joint 04, Maximum Live Load Deflection of .537' 19/16), Index-.436, IL/827) Maximum Total Load Deflection of .842' (13/16), Index-.455, (L/527) RECOMMENDED CAMBER: .46' lav, 3-23-R3 O&j -JE�_3-z2-93 ..�stilvf� rh1.>>_Q ._.___�— G'1 CLARY OIVISIDN ^i- PLATE TYPE: O.C. SPACING LDAOING (PSF) TC LUMBER` TRUSS: 3 '0� N-7 T-2 G. 4/- ALPINE ENGINEEREO PRODUCTS Incy X2000 2-0-0 LL TC 30 2X4 Y2 N SP v ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWV. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 Z / GRAND PRAIRIE, ix 75051 7.0 OL TC 7 2X4 02 Ds SP I.AYO1)T 10: OF 12141 660-3940 PLATE'AREA: INC. FOR STI L.L. 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SOCC til ALL C(APAES51Cs CtekG Mtt18ERS ASStAKO To 0, f0P(ST PpWAICIS AS54IAtlOW 1261, SOCA Fit£106-lib 6RACEO 91 EIDtO v9" 44111A P1.1*X4 SKAthitt, sr. 71 11115 0£SM99 J IS ,598 GIA CLAW CGaECTOR,tAtI%OttBE t. 91 THIS IWAS hAS EN CES141E0 FCA 14 LOA0446 StAAM1 11411.) W10A1L UR SAACIIG MIEWIEMS SPACED AT 16'O.C. 31 COIasuch PLATES SIM ARE 11ASE0 dl AAtAL FWAS 01LJ, Olt CHIS ORAMtt10, IIIStALWIC14 Mx:USE SNAIL CGPFGW/ IMA11, Ukf5S 110190 OIeEA10SE 16k 140 110- 41 cotat uCA PLATE Sl1£S AAE CALLEG wl 910111 IAMOSS SLOTS) 111111 11414 OES1314 121 ® 11VICATES BEAR11!LOCA11011 171 SPECIAL Mutt 97 L9140. tAL0116 501% MG IhE 7P7[Ri1,TlaE GF tet 91 this OESU44 i5 A"t(CAME to S1400110 SPAS IPJSSES Of EIECitui OF 16USSES .- .. AIL q&rA§:AAT1 -CU1fIGURRTTUI AFfi LORDTItG SPECIFIED 61 fABRTCATOR -401FICIIAL PLATIttG FOR NASDLIOZ TRUSSES IS PE"151elLITY OF FAP... -THIS TRUSS 15 DESIGNED Q&Y FOR ittE LOADS 511OW1. PROVISION FOR TWE PREYEW1011 OF PC411111G MUST BE WAGE AtiO IS HOT THE RESPOtISTBILlIf of THE T1+.1SS FA6HICAIGp OR CLAM. -FALSE BOTION 01010 11"AHATIOU FALSE 801 21-9-0 oil LEFT. VE14TICAL SPACIW-4-0-0 USE MINIMUM OF 21A KATE FOR FASIENItIu FALSE 801 CHC410 VERTICALS. USE 314 NIH. FOR SCARF Ut FALSE 801 ChORD. ,TRUSS BOTTOM CWORD AWYE FALSE BGIIO4 Ct"D MUST BE BRACED WITH 1X4 CONT. LATERAL BRACI1Mi AT "j�AO.C. MAX SPACHIG. 3-`-6 AUN 3-7-4 4-0-0 4-0-0 4-6-0 4-6-0 6-4-6 6-7-6 RUN 1-5-14 02 02 i2 s2 !2 02 02 1-5-14 74 PLf N9x !Might 7-10-3 t 12 rl 6 3151 333! 402/ � 5 3x4 SITS 296, 4709 12 1 a a �� �� 24e,! ��• 23,40 i23R � . 0 43tR \ 800 1300 154f 1271 630 T d 660 1081 + 11 + 17330 Mot, 13,5167 4 In*t0 13.5167% I 7x5 3x6 Bx5 ! 30 6xe .0 3 site ix 20 PIF 7-0-0 4-0-0 4-0-0 9-0-0 6-4-6 6-7-9 1-4-0 3-4-0 37-0-0 BUILDING TYPE: EnClosed Residential CODE: Standard Building Code (SBCCI 1491) WIND SPEED: 110 Wh MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: ice?,-i 1F AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint t4. Maximum Live Load Deflection of .263- (4118). Index-,2i3, V16ft Maximum Total Load Deflection of .411' (7/18). Index-.222, (L/1080) Llai. 3-23-,2 3 ftu �y 1 3-22 it — CLARY DIVISION PLATE TYPE:Y O.C. SPACING LOADING 1PSF1TC LUMBER TRUSS: 37 0 H-13 I-5 OMG. 0f� ­QE ENGINEERED PRODUCTS Inc V2000 2-0-0 2X4 02 Os SP EUG. FOR: TRUE TRUSS INC - SOS t+` hxMY. 7505E l.D OL TC 307 BC LUMBER PRUJECT; CENTEX 3708 A r GATE: 25 FBD 1993 OF I c PI ATE AREA: t F1+C.FOR STt. LL BC 0 WEBS 2%4 Y2 N SP EAYUtlT TO: 70233.33 OL BC to 2X4 03 SP ADDRESS: SCAI.E: .10[X1 41 (=yt't.Pi n1: 1x«r la. ten i.n Ij8 /S w f t -rte b Htl ct�rEt a Pa�` ,,.t+. t S , ,� ( `tit�t(tEii t\�\�P'so,i9 t At& SPS c _{b' yt 'E 16 tN�"0 0 E EHE 81 PE pp0 tcy0 FELE' NMS H�\�' 10E Wt Pt,CE J U' tN iE GN'• SP1 P5la f'E' tH\C4t ,NM.E`'S...wf.-,11EP i�OP'O,pot i0 C iNE \5 _ / \NgtKtED Ofil "JOSEtG�OpF,tMµitgtEG�r IOC'ytG '((G OV,Fes` 001 F� MWi Ai 0 �EptlEµ'5. j k bola tqt PEC yp.1�E E4yce t°1t. 'C �NwE1 V iEF ES�'�\t -I- F�\y tR 9 SR pE. �� MdISpP Rpt EC\tK+•A'6Gt Ct' NytN yOA �tcp EHE, _,"'O gA2, f„ Std ttq y 15 tPu`' Gtt OF yCRtGp Rtyatt \CRi SP fRiSE EGE0 a: CCAOE�ytN \CES ttvM AC Y 1GwNt, GtfG t21 tN E�tt(\ 5S f \tfGPN �Ept \Eft\t,u y 0E 0p SM, Pp (fry �,�f� t t.Ef t op f 0.5 0G\ VCPO tO-t5 5 tHEt ` Gf,HO'EbU.IE RN"EPS. f�ttc y�EW tt'� t CN'"" W f E ipt# .gy+ e, ctE tw ,.tvb ,,to t pq �S5E5 �` F7Gfy� Zt-a,a A�RtE Gt fµSG(tGt Gt�C\t�'. ptKr T 5' JSE° o\ at+ F it EH GE i►yfG Sp N'tR .f RISE 0p1 2F SGRpf RISE 0 i tyRR F tEO M\y\Etty tµ,ES t,E' 7, y-2a to, HES BE y,155µ yEP fOiSE ttvm Gil jrf uG. t, C' EEE ttf tzar.yO bS E+ytw t°vttA'� ust 14 3+A oll w0 1, Ry ZA yHE P5t`. .4s. %w ,Ei \N\S op t E 0aty co C\ 06 P VOL a' "O%W-SA, t Ebq t%E pf EC ue tuyy 5 `i yt ut,N yN\S pE.`5 n,y4t0�• ux+f S ao wc'A a« p EC\5{ a Ayc S o".t 51 i.,%S oEyfat YrtPt�'�ty, iRtE 74 pif N y is S P Sy+` E,It c6O '�d�\L Naf'EE S S,41 "�C *00 m"aop A 5�,wiGis 'S Ow Ny i1 p�yE faitµi}E 5#1 y+E 4 iEG�„i ilLottt' S'3'3_''!"W %A ` a7i 37\O Gt fes.,.•--''J Awe- /."•-�... \gAi 120 11 9167 C y2 3-A-e AAA �©S 2A0i� yyoi ypGi 3'7" 1231 tayi 3x1 * ,g 5\67X 2a piF 77 ry ILL 56AQg1 �G1 ) gxA EnGlos Godo ►2 SYPEs u;id`s rLt7� �1V S4t j%O�E 5 so So 2x3 t e GO * Spto*.tAl11tt 5 e�e�1 pEM V I'` E� 0 3 ►' 1 Ooss 4mf 1Np vat voik We iolEcl AlSlEf �8G axe 0'0-0 37_0-0 t)__ -0-0 O%AG V _Ji-AA A'0 pt *A, 1g751 �. / j' p 1,493O pf C at CotooSp0e"..0 .0 . t`I1o�Q1 3l o� pc�urre kA11i61 Ito tw�ti ANS-5, a Oat ler oo` A15• X11 r.2� �1\u TfN`D5'Cox G%00G�yjEX 37p8 06% 066 Gettle�t\pa Q�� 22,93_ EPQ 10. U� t �x1we totes 4oad De t A ♦2 5� iAYoµEs� 11Stt1�� tC` P 2X N 5� Ro 1 tp`'F 1 A 112 tIrUSSGS7 y Opo gC� tP 2x A 1"j SP tt No � Hp iC 30 C s ii 7 NF-g5 �StE lY MAY p,t �pE. 0� 2,p"G pi lac tC p �Q t`i S %0 V 3p -F pA Oi pl A! �r �y 1�� 1 p SNC• ,r OtVI`+*, pED ytE-M3 93 If LUMK*SHALL BE I* THE SKCTF"a MII11TUM$AIDE$ 51 C0111[CTLIR PLATES SHALL BE 111STALt.EO'SI144EIRICALt'011 10i All, I061TA1- SPECIEf. MU tell 4AFI"4DISIOfi C011411. OP 14tow THAI I"t _Q11#1 6T+ACEO Dt Eift[s+s IS of nTGI[P KLUI�E SIPESS!LUES. ALL 114LEf OSLO 6, ILP C.CK SPLICES APE H01 PLCiA1d`144:G fO G:C40 t4iflt LA'HAtt 30 BHACHAi r*. f0P 045184 AK♦MASER dl 6+E tAlEST talk'!or ItE 11A- LITEC1Lt A#Wif A OOITu4 2MIAG SK ICE 4X1 ESS 140,1EL OTtlEAillSE 1101411 R—SIBA SSMGAFMIS Pik IS,*O 01 NE 04AT10OUA 71 1-2000 AWAO'vAt IEnMIEPS: LAIC 2342, FHA ICD 2534.. WC t1) Act CWwwSSIG1 Cm3,%4E146ERS AS:rn1ED Iv fATEST POpEAICIS ISSZCIATIUH 7261, 80CA FILE 116-i26 BRACED D'EITHER 3/0' 14TH S PLtN3rX1 SHEAlH119, a THIS DESIBH IS LASED OI CLAM CGIECTOP RATES 0141 & 1T415 I*JSS HAS DECO DESIGt1EO FTX+ THE LGAOIIAi SOKMt +404 1 DAINALL OR 8RLC1110 4E4BEAS SPACED AT 16' 0 C. 31 4C*#ECTU1 PLAT£L Silts APE BASED Q4 AXIAL FORCES ORt Oil THIS 01U106. IOSTAL.LA1tU1 MID USE SHALL CGFGRI 1tl$!, UTA ESS HDTEO OroEAxISE. 161 m 4l CdfECTCA fifT£ST2£S ARE EKLEO Out 01019 U&POSS SLO451 "1111 IRIS 445,311 121 ® 11JOICAffs BEAAIHB LOCAT1f14 17f Sf£C1AL HA..._ 81 1.04r" /KONG SLOTS, MG THE 40111E0TATI014&f THE Bi lots tESI1at IS APPLICABLE TO SHOPTER SPA41 TPJSSES OF EAECTIC4 OF TA.tSk- -Cf11FIGURATIU4 PID LOALIHG SPECIFFED 8t FATIRICA[GR ADDI1TC41AL PLATIf15 FDA HAICLII$G TRUSSES 15 PESPOHSIBILIIY Ur -THIS TRUSS 15 OESIGIIED U&Y FOR THE LOAD5 SHOMf, PRO'1ISIOH FOR THE fREvEHTIO11 OF FUIDIiG MUST BE MAOE AHO IS 1101 THE FESPONSI6TLIVi OF THE TR-155 FA6RIC1I09 00 CLARI, -FALSE OGI104 CHOREA 111FO 14ATIUUI FALSE 80T 21-0--G Off LEFT. VERTICAL SPACIIIG-4-0-0 USE MIH1MULI OF 2s4 PLATE FOR FASIEI111/3 FM_SE Bul CHORD VERTICALS, USE 3A4 14111. FGR SCARF Off FALSE livl CHORD. 3-4-$ 4-1-12 TRUSS BOTTOM CHORD ABOVE FALSE 801 TOM CHOHG RUST BE BRACED MIT" 1X4 gl1Pt 3-7-e 7-10-4 1-0-0 5-e-3 5-4-1t 5-11-3 PM CGHl. LATERAL BRACIING AT 24'D.C. MAX 5HACI1Li. 1-5-14 #2 12 •2 i2 f2� 1-5-14 Pox !eight 9-10-3 74 PI.f 12 1 `_16 +44/ % 41011 �A +081 112 24&9 ! / \ 1230 / L 2asr 1209 9CM4# 1689 8211 6611 1081 1 �St,T 1712E 17;11 13,51671 13 5167X EAM �I 5xa x5 3Xa 5x6 3X7 20 Ptf 3Xe i2 1-0-0 BUILDING TYPE: Enclosed Residential 7-0-0 4-o-s B-0-0 a +-a 8-7-e CODE: Standard Building Code (SBCCi 1491) WIND SPEED: 110 mph 1-4-0 1-4-0 MEAN ROOF MIGHT: 151 3]-a-a TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: ZQ AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .251' (4/16), Index-.244, (L/17691 Maximum Total Load Deflection Of .394' (6/16), Indeex• 11 .213, iL/1y277,1 2,64 f 1 4 3 -23_ 9 3 D& CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING 1PSFi` TC LUWER T TRUSS: 37'0' H-17 1-7 DOG. "'4E ENGINEERED PRODUCTS Inc V2000 2-0-4LL TC 34 2N4 42 DS SP t. ENG. FOIL TRUE TRUSS INC - SDS aHNY. 75051 7.4 DL TC 7 BC LUMBER PROJECT: CENTEX 3748 A,n DATE: 25 Feb 1993 2N4 Y2 N SP LAYOUT TD; 7 OF �f PtATE`AREA — TT�fC-.'FtN3 ST4. tt. BC 4 WEBS 744 33,33 OL OC T4 2N4 03 SP AOHNESS: SCALE: l0lAt 41 t ti.1� WlY 01 II''111 1/8 At) lt�•6,El� :P��.E NS ASST StE�ti t6 1i! y C\)Ul�•• t fA15 `V(Alyi.. fyPACEG Op,+t{1 Oi*pAl` IYtE �tF�'OACEO EPE E4i Ep 8 tc�PE 5 pq iMl\Ut5� iE S\GI CYl @ .M1NP5 Sp f!PUSSE`� p. P\tGF1. \PICPL ti11a.E[GyPfEr t\rE �aACN PM\1 EOAplllGlaIlk.\ i1��A.0"\ 4lWpp tA• O a'E �E Ott t lGl l pf� !lR Olt R4 BU NtSM t�C" t Pr.cE �wA tE0)l�SOCA Att(I illl�a f� µµAi\ lPiICRI`'P Ft•4SE �A4E0 ON'Pits ` ) EnAu\y \A. yOCC a N1A'l.t 0 1 �;E'\ES Ap _�q lit��S P4} 101`LO . �FFS\E1OQA tlY0", 0E BD 1W r tE SE CNU`p t rs11. Cry •)A2. y0i1' SE t 2 Aq G Opti cep W ca .�Otu\ sv%- 00\\M .fic 2 l„� f� 1at 6O uF a sc►Nf �sE Nay \NE ;04 SOtE A AMPS. \tE tQ�W-E GG f►4 lIl1MAA t fGA VE fA,,A p.4. H 1,�A1 e,. 1� C\t' A 1K N'..126 i3O f�G U5t 5ES Of USE Pt'J'A 0,Gtr A@,ra Ai '� a�TX PE NO tlB' S1CA l M fi f IEO MtNilll\. IBES wEi 0 ytlp�A fl5 ytE+l f;µ,EA\tG All iP' Ct G9 IAE \rE tu" tl iFbt, afi5 NR IE+ tN5sooiEP ,� \ 0Oi4AP►E epRC 1H, SSas S t rS.El)t1,jfsl1►\1f�Ft iNt;Nt6 opt* 1 i1 tCWLA iO EL{ll. itt It 1! Ook*iEs,<mts l M ytO P.1;15 O Cscp R"fff'�S Co 4O\Its ILI' 5l0•Mpi�#5 Gl IS 7"in f6'As�st4"\j5 Q pi i+13 � s 14 f am OC Stewo"E 4 14, 004 �t 6'1-��05'14 d e/EE�'iN two 4-1'A1f Ui y9-a 315# f - 2%1f 664 A 2'2 44 4-0.0 3f i73# %1%3f 2 21 � A t3 'e \ 3'7 C14 2q0� i t 25� vs,%A '�1� t 66f tuet \ way 3x4 d: 3�51e11► 2p Ptd 9911 ID g t°S tC� Ow-911 0 All,t SE�11 % SIP . 2x3 14 `- Cq1 R�Nal ;lS 1 ere CA DEw EOt�D# EZ E�CK ZEVDCA aN: E SED D 03 ss t PEES 0%RE�IRo�. ECTtt �l5 4xe ,s WOO �PEtF �i0 ANO N 1A4I.Oa-S 'o 17,0-0 L.A-0 �� 3• f363B1 �,g ���� Of �t W0� tiA11 OOL,'229 t�1��0t� � ,►1 _ .o:gPEC 5D5 !E 25 F e4 t100 0 03 2� tAI 16�. 10Q8X OtU " {r`V� ` 3tPUS5RiN0 oA ��0 delle` ut A. �7t °1 p 5; 31°� Ha a wj o Oer ec °� at •A�� .G�3��n" cOK ceN�E" #OILVw, S V-6 ptee ea �' VLA A ♦2 N SP tAr°µE558 1461, SC cul+ �2 N Sp Ano Vggeg: %eER ZXA t� SpEGt lOEfl e 30 t ZXA 4 r Sp1ru O.C• Z.0,0 tC 0 NE0`' AS Mev V tY�' E 8C fxl,lNv 1,1E p00 eC t0 0� A7 ,,��CiS tpt V 0 -INc' f X39 \01 to _. .al O�Vt51 p PtP" ' �tE eb A 3 /t LY41ER SHALL HE OF THE SFECITIEG MINIMJM ORATES. 6! C0141ECIOR PLATES SHALL BE NtStALLED 51MIEIRICMLI pl IU) ALL TE1151J11 CHIAG MEMBERS ASS'.*G 10 BE C0111119PP.1511 131 10' IIDi::A1kS lAllwel b"ALIIAI MMBEA ILIA MIII.t SPECIES. YO 19%NA/IMJM MOIS1:fE C0111E141. 001 SUCH THAI 114E JON/I BRACED B1 EITER 3/8' x"111! PLIMOM SIIEATNN63. 1/2" 141 111S1ALl A11CA1 MG E�E.IIUI LF 112 II.LISS. PERMAIIE111. Alp IS OF HI iEP ALL WAa'E S;FKSS !ALES. ALL IALAAFS USED 6. IDP GwAf.SPLICES APE 1101 PECGNEtDEG 10 CFCIIP IMM; OPIMALL :P 6PAC11N.ML14BE14S SPACED SO' 0 C. WAI,. IEMPGPAP• BPACAW,6.6x6 ME L142 It,ACCGPGAIKE MIT. f0R OESIQ4 ARE OASEP 011 THE LAIES/EOIIION OF THE IIA- SINECIL0 AfOYE A DOITW CIIORG SPLICE. tALE56 DOTED O1nEPNISf CuPPEIIi IPI BPACIIICI MD tKCTlaI PtARICAt IC415. TIONAL GESIGI STUCAPOS PJOLISrEO/I THE NATIOIIAL 71 Y-=SAO APPROVAL IAAIBERS: LAC 2342. FnA TCO 2014. SBCC III ALL CC44F'RESSIGII GIGRG MENKAS ASSUMED TO BE CGITIIFJOJSL1151 1.15 GESIGII CuVCAIA11 1.1 CJPPEIN IPI DESIWI SPECIFICA- FOREST PawAlC15 ASSOCIA1T01. 7251. BOCA FILE 116-125 BRACED BI EITHER 3/8' +4114.1 PLiI1300 SHEATHRIG. 1/2' IIU15 FOR METAL PLATE CU4LCIEG MUCO IAVSSES MIG 21 THIS OESIOI IS BASED OM CLARI COI ECT00 SLATES OL I. N THIS 1RJS5 IAS BEEN DESI611E0 FOR THE LGAOIIIB$HOPI :04111.1 DRINALL OR BRACInG MEAx1ERS SPACED AT 16" D.C. WAL I11 51 AICAR65 FOR iwl1SSES. 31 COxECIOR PLATES SUES ARE BASED O4 AXIAL FORCES 01L1. 011 THIS DRANDIG IIISIAL.LA11G1 NG USE SHALL COWORM •'MAf1. LOLESS IIOTED OTHERMISE. 161 Ip LE146EA GF Tlf IRJ55 MA1 BE CUT OR MODIFIED IN MI/NAI. 41•C:OLEC.064 PLAN SIZES ARE CALLED OJT 01.114 IAfAOSS SLOISI x1114 11415 OES1014 121 ® 111DICAVES BEAA1115 LDCATIUI 171 SF'ECIM HMDL1110 CARE 51/140 bE IAME14 DlAllq SHIPPll043 ALSO as LEtWTn TALON:SLGISI Mp TIE OPIENIATIO4 Gf THE S. THIS OESIGII IS APPLICABLE TO SnOPIER SPAII IHJSSES OF EHECTIGII OF IRJSSES SEE nI3-91 FOR PECOwEI4OAT10MS MG C014FIG'.AA11UI. -CGIFIGLAATTUI AND LOAGIIIG SPECIFIED Be FABRICATOR -ADOITIC41AL PLAIII15 FOR HAIIGL111i. TRUSSES IS PESKA6111IL117 OF FABRICATOR. -ANTICIPATED HOPIZUITAL 140VENENF WDEP TOTAL LOAD - .206' 3-5-13 FLIN 2-9-11 "-9 4-3-1 4-4-13 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 20-1-3 74 PLF 12 Q 6 S�XS 3761 3201 1201 3261 A r,T '�* `7th 272E `� \ 4241 2220 0 A \ \ X& 1281 1321 151E 1131 861 o 591 . 2x3 \ 17131 17;10 13.5167 � 13.5)49x 1 1i I 7X9 3x4 5A6 3x4 3x7 c 20 PLF 9x11 2 12 6-3-8 5-8-2 6-6-5 8-5-10 8-11-6 #2 #2 #z #2 BUILDING TAPE: Enclosed Residential 1-4-0 1-4-0 CODE: Standard Building Code (SBCCI 1991) 37-0-0 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: OI 3B # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 3 Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .366" (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574' 19/16). Index-.31. (L/774) & 2,8VA. 3- z 3- ?3 a/Gu/ E�l3t;-ZZ-`}3 ( ice_ tom_ w� tJ_ __ �► CLARY DIVISION PLATE TYPE: O.C. SPACING LOAOING IPSF) TC LUMBER1+ TRUSS —�-- 37'0' SPEC VAULTS T-9 OWG. # ALPINE ENGINEERED PRODUCTS Inc V-2LL TC 000 2-0-0 2X4 #2 N SP ( ENG. FOR: TRUE TRUSS INC - 5D5 15+1 1801 S. GSM PKWY. 30 SC LUMBER PROJECT: CENTEX 3708 A UAIL: Z5 Feb 1993 I� E GRAND PRAIRIE, Tx 75051 7'0 DL TC 7 2X4 #2 D5 SP OF k LAYOUT ID: / 12141 660-3940 PLATE AREA: __ INC__POW STL LL BC 0 WEBS __._-__-. 546 OL SC 10 2X4 #3 SP ADDRESS: SCAL E: .11 MEMBER TRUSS P 33.33 (/�1"Il/ 1.ATE 114171 RITE 101 AI 41 (=Arr L'I A',i M4V Oh tLIIF11 1/EI I) LINKN SMALL 6E OF THE SPECIFIED MIUIR.M SPADES, 51 COINECTOP PLAIES SMALL Of 111STALLEG SIWEME IAICAIL/Olt IOi ALL IEnSI'al CHOMC MEMBEAS ASS•JG 10 6E CU11111110'JSL 1 134 IIMIICAIES LATERAL tAk!I14 HEuUEk 11/4 Mill I SPECIES. MO 098 MA/IMUK MOISTURE COIIIEIII. IY SUCH THAI THE J3MN BRALEC•61 E111EA 3/9` iMlll! PL#MOW S/EATHIIW. 1/2' 14) 11151ALLAIIGI A11I,kl.ECTl�ll GF Ut IRu55, PERRAIEIII. M10 IS OF MIOnEA ALL:waLE SINESS''/FLUES. ALL /ALLIES USEO 6; IUP CIN'AG SPLICES APE INN PECGIYE110EG 10 GCCUP (t1111: LA.,MALL 30 6PACII06 IENKPS SPACED IG' 0. IMA/;. IEW'CAAP, BOAACII15 S1n..AG SE ULAE 111 ACC(.GA1KA Mlin fop o(fit:N1 APE BASED Mt If*LATEST EDITION Of III[ 14A- OIAECtII ASUVE A 001 TOM "I10Pf SPI ICE. UIXESS l"IftD 011EPWISE. CLPKIII IPI BRACING AI(.kPECllu1 VAlLICAIICAIS. IIOAAL DESIGN STAILAMOS PIBLIWO BY InE HATIL11ul 7) V-200O AYPRO:AL IIAMBEft UBC 2342. FnA TCU 2014. SOCC TO AIL CCWHESSICA/C.0% MEMBERS ASSUMED TO 6E CGIIIIF.QJSLn% Tn15 tASIFNI CLA6UHM5 1G C:PREUI IPI OESIWA SPECIfICA- FOAEST PpOrAICIS 7SSOCIAIIMI 7251. IKKA FILE 86-126 BRALEO B1 EIIHEA 3/8' 114I1L) FLING-00 S1EAI1,1III6. 1/2' TIGIS FCA METAL PLATE CLAAELTEU MUGU IAL.SSES Alp 21 THIS BESIGI IS BASSO MI CLARI CONNECTOR PLATES T4A/ 91 THIS TR.JSS HFS OEEI1 OESIalEO FW TLE LGA0116 SHOMII 'Mill I DAIWALL OR BRACHIG MEMBERS SPACED At 16' o C. OUALITI 514IOARGS FLA TRUSSES. It COI#ECIGR PLATES SIZES ARE BASED M/A/IAL FORCES ORLI. dl TMIS OPAW116, IIISIALLAIIUI AIG USE SHALL CiNiORN •�Mo6 A/). UIXESS UOIEO OTHERWISE. 161 1ME146ER GF III[ IWJ55 MAI BE CUI GA MODIFIED 111 AIII MAI. 4) CO#ECIC41 PLAIE SIZES ARE CALLED OUT WIDTH UlCAOSS SLOTS! MIT" THIS OES1311 12) ® IIOICATES BEAAIIIG LOCATIWI. 171 SPECIAL MAIGL1116 CAPE SkNAAO 6E 1WE11 CAMIl6 SHIpplI13 NIO BI LENGTn IALIM6 SLOTS, MO Id OPIE1/1ATIGH W THE 91 TnIS DESIL41 IS APPLICABLE TO SnORIEP SPNI IPUlSSES OF ENECllCA4 OF TRUSSES SEE nill 91 fW MECCA"lloATlp15 IFLOTICAL 1-01,01110 NC CMFIGINATIUI -CGI#[Gl1RAi1G1 740 LOAGIIIG SPECIFIED BI FABRICATOR -AD0I11011AL PLATING FOR NAIICLING IPUSSES IS PESPOIISIBILJII OF FABRICATOR. -THIS TRUSS 15 DESIGNED GILT FOP+ THE LOADS SHOH11. PRU1151011 FOR THE PREVEIITIGI OF PG8101111 MUST BE MADE A110 15 1101 THE PESPONSIBILITf OF THE TRUSS FABPICAIGP OR CLAP/. All]ICIPAIEG 1KJPIZCAITAL NOVERLUT LNIOEP TOTAL LOAD - .2B4' 3-5-13 1-0-0 RIM 2-9-11 6-4-4 6-4-4 5-8-3 5-4-11 5-11-3 RUN 1-5-14 02 12 12 12 02 02 1-5-14 Malt slight 9-10-3 74 PLF 12 Q 6 272471 Sw5 skS 470# ,110# (0 3{ 3391 \ 40811 12 J( 1 222/ 11 n 6 l 11BE 209 1250 12711 7494# 1680 826 I 590 . 2X3 17120 1711E 13.5167 �\ Its 13.5)4916 1 1 7161 3x43X 3N4 5X6 4 I 3N7 3x11 r 2 20 PLF 12 1-0-0 8-3-8 4-4-4 8-4-4 6-4-8 6-7-0 02 02 02 02 02 BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 4 CODE: Standard Building Code (SBCCI 1991) 4137-0-0 _— WIND SPEED: 110 mph MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET HIND PRESSURE BASED ON DEAD DADS SHOWN BELOW UPLIFT CONECTION REQUIRED: I N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .347' (6/16). Index-.281. (L/1280) Maximum Total Load Deflection of .544* (9/16). Index-.294. (L/816) lQ 3-z3-q3 d / CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBERTRUSS: 37'0* HV-19 SPEC T-10 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V POOO 2-0-0 LL TC 30 2X4 02 Ds SP )• ENG. FOR: TRUE TRUSS INC - 505 /-5¢/(V_ 1801 S. GSH PKWY. BC LUMBER PROJECT: CENTEX 3708 A d DATE: 25 Feo 1993 GRANO PRAIRIE. TX 75051 _ 7.0 OL TC 7 2X4 02 DS SP LAYOUT ID: OF (214) 660-3940 PLATE AREA.'-- t INC FOR SIL Ll 8C 0 WEBS 582 OL BC 10 2X4 03 SP ADDRESS: MEMBER TRUSS WAIF INSTI TIJTE 33.33 TOTAI 471/8 F%C'E IDT 45 MAY LIF NI11111 '1r hctL ,w.i �1 tNrt1`E „bEt�+Wsp"co h� tr. tot, . lEo 0t V'- to' �SNv PH01t'p„51614”. \ Olt ca ;N1u: a9 -4k 1,900%5ES 00% NES N'E55 ill 5;,�,a'3jew t,w Owl%tc t�p FOP 7 paPt� oft S{,u, t 276 ,,,k ttrE ay,•t. an{5E' , i N,60 5' PR 117 p tCi;6, 05 �E45 EPU,���httd ht htt{tG 0 GtR M,h 40hV. 115 ,�Oco t4 pc 4 58 4 p, U� g 0Eh -C(fff the a' Slco X51 moi. G1 FE ,poi iso 1cF.h tco pt t MA�1.1,p7cFtE -h00itt 55 t5 Kyi7UttW OP Ct utOEP t cd�4'`NA tcES i'�iCM iF T'Y2' t,G Cf'M 127 ..tN15A {t lGt fF9w{Ch t40'p4r,11 a7 1wL Cwt sv 1t.h en "cW cd P tAx tt�yiOF<l2OtA c W 0 U4 y,µ4 at `pupEs ,N h, "Cly hiip t°"e;fistd�0 ,p n5 OF C\PhtEO 10.0 i, d' 5'3'0 4 � fit tit GEµ4htllw apt tR -htltt Ett tEG GO at tY`t rf„h' 1, 72p1.,WAS w` 1114 tEN Oi ✓S,{tss AS,tO ytit Iµt4(ptH' y 81 01 lH SNShOMF,Step'pp4,1G14`E SC a p 197`sk 00 Pj ,,t NE`1940�i pEhtE4 5 dh,t p1S1 M1t S GES{0, a ` °�p $1N per+►t i mot h'610111, i f ItisOts9, t"t 7 P�f 1SOtU`cos, l4{ham 5t � E 4�fit't� t it� SS SS? CK 0P1 �.d S 01g'A�h tf SitEO 1k GitAN`'Ed6yt. FNM't to d �fifty tp' i g.92 f_5-'� 9E 371E BOE g.6'4 t2 396E \ �k21 t'►t2E 302E 7411 13 51 b1 767M i2 118E tti6/ 13 41�9s 20 elf '-9 IV+ /� 3x7 ~ id�1Ci«1 199%) D �\ `mad Re$ ISgcCi � de v;lditt9 �° e© ��i9 g e W RCCAE Sit 60 t,O 5� area 4�S S O 0vj so? S a W1Nti p Nj6q►c(5e)sliSED ON DEt�,iZ it o '*o ' �`e •2 1.4-6 1 R RB? E JOA RR�gQ R.}4��' ttMO 11 SRR HOSE 9*1+ t2 12 e"j-e OW6 40,W Dint t3• kO%3W 51 1993 1 reed at J 16)opif436,%. ?.66�8� �t le 3 H'tAG 59`'9Att 2g 5 1 rd �f (�(� h7 E= e�t1o� p°�o331 .151s11e). I� to �x1a dQa�1e01 CIL%000°1 .519 . 3" 2�i3��� SErovS f,08 Dot 0A' GENiEx 3�p8 It—006 05 Sp Xtoo1,00001 t PPOU tp t m ZOCe Ay 5 1. P 2X4 M2 s rap ►DOPES �8G`Ot�f, 2x4 E2 Sp No SPhCtNG `` tC 90 2x4 O.C. ^ C• WE05 ,t n" , TC O , ps tYPE'. lac ��1E 000 .Sty t Bc A0' �s 1p6 V 7.Of3 33 All 109 01—c. pP ►PEh' 3 ►AY 01-c,INEEPf�O i 11 tUW#S.A t K OF 1H( SKCIF110 IIIIINAM GAAGES. %! CC44ECID&PLAIES 5HALL BE 1115IAttfu 51644IRICALL,OI 101 At.L ft- SPECIES, L4!SS NASIH04 HGISPAE COItftlf. OR SUCH 10Ai 1tE.101191 6RACEG 6t At— is OF MSeER Atti4UAf%#PASS VALUE& ALL #AWES USED 6; TC41 CHLFG SPLICES ARE HOT PECiA411YMED Tu GCCUP 114111; GNIPALL :AI BNA ,... fop DESIGH AM SASED fM ttE LATEST E011UP4 Df It[IA- GINECIL`i ABUYE A NOTitM CnOFG£R 1% tmtfxs 1101E0 G1tEH1016E Ilow(ASIGn SIAHGANOS f'.ALISKQ B1 THE NATiOML 71 Y-2000 APPPOtAL tAMKRS; UMC.1342. fnA iC0 2014. UCC it) ALL C01tWSSIUt CtVC*0 REI&EA5 ASS'J*u F0/EST enamT%ASSwCilklion 725L SOCA Fitt 66-126 BRACED Bt EITHER 3!0' 410,) KfWW41"AIHuw, 21 TN1S DESIGN IS SASEO 01 CLARE COIOSCTDT PLATES Ott. TO THIS IA,1S5 HAS BEE11 GES16040 FGR THE LGAI)HFi 5040I11 I011t1.1 DRtMALL GI.SRACHIG AERBERS SPACED AT 16.P C. 36 CQtECIIW PLATES SIZES ARE BASED 04 ASTM FORCES Ott, OI THIS DAABIUG, ItISTALLATIC11 NG USE SHALL COFCRN WAAI, CIA.ESS 141£0 010E14H5f. 16) 41 taintuIAh KATE SIZES ANE CALLED OUI$10114 IACROSS SLOTS) RIIH THIS DES701H 12f as114ICAltS REA4110 LOCA1101. 171 SPECIAL nm. VLENGTH (ALONG Si GtSi NG Itt 01094Af1GH GF It* 141 THIS DESIGN SS APPLICAW1 TO Sr4010t SIAM TRUSSES Of fKC1IC4H Of Iftib ._ -CGTFI A TGI Al10 LOAGT110 SPEClFIEO Of FAtfPTOATfiR -ADDITIGIAL PtAtI116 fOR HAHCiItw IPUSSES 15 PESPGIS!$IL/i!0t -THIS Tfx1SS IS DESIGNED 01k.Y FOR 111E LOADS 51001. PPU4151011 FOP THE PREVEIIIIO11 OF P01iUIG MASE BE MADE AHO IS H0T THE PESPOt1516tLIT't OF THE TRUSS FASPICATC44 OR CLAN(. -AUTiCiPAIED"IWAIAL HUYENEIIT UHOER TOTAL tUAG .2(14" 3-5-13 AM ±!^!i^11 4-4-4 4-4-4 4-4-0 4-b-0 6-4 a b-7-B RUN 1-5-14 i2 02 i2 02 02 i2 12 l 5-1♦ 74 PIF fax Fb1yfK 7-10-3 - � } 12 3260 333E 4020 3x4 t t 5 sS XS 3z2t 4470# 265E �� 12 y a Sftl 3t' 222E 2340 f1$ Fi PI 01 t f4bi fill 1b4l 1270 631 2x3 590 t f.5)6 17101 (3.5167 1 1 13 51491 Txa 3x3 5xa 3197 31Li1 ®2 Pt 12 20 PLf 6-3-9 6-e-6 2-0-0 6-4-0 6-7-9 12 12 12 42 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential � 37-0-0 CODE: Standard Building Gods (SBCCI 1441) L1 WIND SPEED: 110 mph MEAN RODE NIGHTS 151 TRUSS LOCATION: (Se) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTIOM RE(1UIRED: AT EACH SUPPORT, SEE NOTES 10 AND 11 ABOVE. No truaata: f Maximum deflection occurred at bottom )pint 03. Maximull Live Load Osti6Ction of ,347" (6/15), Index-.281, (L/12801 Maximum Total Load Deflection of .543' (9/15), Index-.294, (L/$i8) > 2399 3' 23- T'-3 /117m) n :3 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING JPS£) TC LUMBER yy TRUSS: 37'0' HY-15 SPEC T-12 _- OWG�^1r/f/ ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 12 Os SP ' t ENG. FOR TRUE TRUSS INC - SOS C Y lfO S. GSM PKWY, aTE, T% 75051 7'0 DL TC T BC LUMBER PHUJECT: CENTEX 3706 A UAIE: 25 Feb 1993 ) 2X4 12 DS SP `�0F 1 "PtAYC AREk THIS.'-FOR STf LL BC 0 WEBS LAYOUT 10: (( I J 526 33,33 OL BC 10 2X4 43 SP ADDRESS: SCAT E: 101At. 47 FtlfP1 AS Mat b4- tl.'�10 1/8 1) L4fE11 SHALL SE Of 111E SPECIFIED MIHIMW SMACEt 51 C4/ECTOR PLATES SHALL ME 111STALIE1)SINACIRICALLI 011 101 All [E051TA1 ChJAG REHCERS AW"D 10 OE 04171/Y/TJSL t 13) JA _11WICAIES LAILRA/ bN<.{rx.NENbER 11/4 kill.$ SPECIES. AO in WJIWJM NOISTWE COl/ENI, OR UXN THAT IN[.ANNT EIa:ACEL Br EITHER 3tb' .Nit@ Pt Iflow SNEATHIIAI. 1/2' 141 7l1SIAtt A11:t1 Ala:EAE[31.41.'.F l"L i(-'355. PENo1[Nt. 4D IS V N7;AEP ALLJWAOLE SIFESS" `LES, ALL MLLES USED 6; IDP CWIM SPLICES APE hot PECJ1414ft"c TO OCCUR 04111: I)AtOALL 00 OTACENG HENOERS SPACED /G' C.6 (MAfw., IkCFWF• DRWLiH'W S+1G.AG bE U41L H1 ACCCACAICE WITH FOP DISI&/APE BASED Oil THE LAIEST Willa"0f t/[11A- GIIECIL'I A001t A BOTTGI CnOK.SPLICE. ''ALESS 1101EO GirEPWiSE. CUPRUil IPI BRACU 4 Ric tKE 11:41 Pw. ICAIIU1S. IN)IML CESNITM STAIGAPas PiSLISl¢D of THE I1ATIOMAL Tr V-2600 APPAWAL WJ/46ER5: UDC 2342. FnA ICM 2011 SICC ISI ALL CGMPKSSI41 C.Cm Wi4liERS ASSUMED to BE CGII IIFJUJSL ri1i1 THIS{JEST GII C0,0004S J,C'JRNLIII IPI DE51:41 SKCtFiCA- FOREST P1cox:Is ASSGCIATIQI 7261, WCA FILE E6-IM ORACEO 61 EMCM 3/9• 7WN1.1 PL1'WGGD SNEATHJNG. 1/2' JIL045 FCR Nt IAL NAIL C:AYECTEO MJ:.O TAL'SSES AtD ill,THIS OESlafl IS 6ASE0 011 CLAW COMMON PLATES OILY. 61 THIS TWJSS NAS DEER DESIGIEO FOR THE LOADWS SM01111 04111.) ORtrKL OR DRACIOG RENDERS SPACED At IS' a C. OUAt Ill SIAII0ARG5 F:A IPU1,5ES. 3) WFECTCA PLATES SIZES ARE OASEO 01 Ax1AL PONCES att. 41 THIS OPAMIID. IIISIM.LAII41 AIO USE STALL WIF01111 41AA1, UIIESS 1101EO OTHERWISE. 161 10 V6116LP GF TIE JWJSS RAI BE CUT LA 44WIFLEQ 111 A•MAO. A) COIIECIDA PLATE SIZES APE CALLED OUT 1110TH ACROSS SLOTS) 0114 THIS DESIOII 121 go IIOICAIES 6EAA1115 LOCAF1011, 17) SPECIAL MAi"Ii0 CARE SIYJIAG BE IAMEII OtA110 SHIT foo Noe IT'/LENGTH IALOMQ SLOTS; NG T1s ORIENTATION of THE 91 TMIS OESIGH 15 APPLICA61.E TO SHOPIER SPAN IPUSSES OF CKC11011 OF IWJS59S SEE 4116-91 FGH ALCCtaE/DATI41S -CC4lFtGURATlQI Al0 LOADIUG SPECiTJEO Of FABAICAIM -AOOITIOIIAL PLATICIG FOR HAECi II13 TRUSSES IS RESMISIBILM OF FABPICATGR. -THIS TRU55 15 OESIGIIEO C41LI FOR THE LGAOS SHUN{{. PROVISION fOR THE PREVE11TIO11 OF PC4E111IG MUST BE NAGE NIU IS IIUI THE PESPOIISIBILLTE OF THE TRU55 FABRICAMP OR CLAP0. -AIIIICIPATED ttOR12CAOAL NOYENEIIT LA10ER TOTAL LUAU - .302' 3-5-13 3-6-0 3-3-0 RUN 6-0-3 3-3-0 6-6-0 5-4-8 5-7-9 pill 1-5-14 #2 r2 02 r2 1_5 11 74 PLF Nag Najolit 6-10-3 1 12 d 2500 36t0 361E 3191 3520 ,/f 5 3x4 3x1 SKr v >396, f2 3A ,1NeoV 197• O ?x3 \`` 1286 1310 136F 1740 LOGIT 390 f 17120 y 0 17119 13.5167 f I7xd 3x6 5x6 3x6 9x7 • 13,5149% 31414 +.2 12 20 PLF a-3-e a-s-a a-a-o a-a-a 11-a-B 12 02 12 02 j!1 A BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) �2 WIND SPEED{ 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 1C3 IF AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I Maximum deflection occurred at bottom joint 03, Maximum Live load Oeflection of .337" (5/16), Index-.273, (L/1318) Maximum Total Load Deflection of .528' (81161, Index-.285, (L/8411 2GV• 7-23-03 Olt,J CLARY DIVISION PLATE TYPE: O.C. SPACING` LOADING 4PSF) TC LUMBER {: TRUSS' 37'0' NV-13 SPEC+ T-13 DWG. • ALPINE ENGINEERED PRODUCTS Inc y�2000 2-0-0 LL TC 3p DRANO PRAIRAIRIE, Tx 75051 7 0 UL TC 7 2X4 042 Us SP 2x4 02 Os SP ENG. FOR: TRUE TRUSS INC - SUS Neo{ S. PISINY, ITC LUMBER PROJECT: CENTEX 3706 A UAIE: 25 Fab 1993 12141 660-394 �1 OF /A -" - - 0 riiATE AREA: _.. - TNG. FOR 571_- l L BC p LAYOUT tO: J WEBS It 542 OL SC 10 2X4 a3 SP AUORESS: l"HER TRUSS AI ATE IN5T 17411E 33.33 SCALE: 144104 41 i .ili'1 A- t­r to 1 u.r 1/8 r� It wax S„µL a OF IRE SPECIFIED Milli"SHADES. 51 cotOE(lIoo PLATS SHALL OF IIISTAL/£o S'WE 1AICALL+DN 10) ALL - SACCICS, am t#5 MA"wi"MOTS/.P14 DOI/TEtll. 5R MKq THAT THE J0101. SAACED S+t.-.. IS Cf 41"it ALLWAfxE SMSS 10AL191. ALL 0USS USED 61 TOP LHCJID SPLICES AM MDT PEi:fMElA7EG 14 OCC',P 1410, 74+"1HALL iA 1*-.-. fop DEST$"04µSED CAI THE LATEST EDITION OF THE IIA- GIIIECTLY ADOVE A WfTOM CHOPG SK ICE. 1114ESS wito 00E0011sE- VISUAL CES1411 STAAOAN05 PUKIfI<O S+ TIT HATIO" h V-2WD APPAOVAC IAAtSER! UBC 2342, fnA TCS 2014. SPCC Ti) ALL COW'RtsSIWJ CHO110 IIVAK85 44•—_ FOREST PpWAICIS ASSUTATiOtt Iasi, WA FILE 56-125 BAACED 0,E11HEM Ifr 9411.) PLYWOOD SHEA.", 27 THIS SESlotl IS BASES oil ZLAAI CpEECTGP$LAN$#&Y, 0 THIS I"S HAS SEED DESIVIED FOP THE LGAOHK 514DOI *11I.1 DA4ALL OR 6AACHIG MENHEAS SPACED AT 36` yj COME,CA PLATES SIZES 04 USED ON AAIA4 FORCES(111.+. Oil THIS DRAMIIq_ IIISTALLAI1011 00 USE SHALL COIFOFM .MAF1, UtESS Iloilo OTHEAii5E. .., 41 CoI#tECTCA PUTS SIZES AAE CALLED OJT WIDTH iACRGSS SLOISI WITH THIS DES151 12) ® Itxli�AlES BEAAII$u LOCA11CH, 17) SPtL.- 5Y LEI*T. 1ALOW SLOTS! Ata THE Op1ENUT'SH OF IIE 51 THIS DESIC41 IS APPLICA&I To SHCAFER SPA"TPUMS OF EHEC11GIi of .. -CCAFIG RA f:"AIG LO JUG SPECIFIED Bt FABRICAt- -AODITIC4tAL PLATIIIG FOR HAICLIHO IPLISSES 15 PESPO(ISIBILI,. -THIS TK65 15 OESIGIiED GIH Y FOR 111E LOADS 5tf0"H. I'A07lS1011 FON PAEVEIMUT OF K410115 MUST BE MAGE AIIO 15 IIT THE AESPODSIDILITt Of THE IFAS$FA6PICt TL9 Co Ct APL. -AMICIPAIED HOAiZL41TAL 14040IE41 MMI TOTAL tOA0 + .361' f 3-5-13 2-10-0 2-10-0 8181 2-9-11 4-0-111 0-8-0 5-8-0 4-4-8 4-7-8AM 74 PIF 1-5-14 12 02 02 #2 02 02 $2 1-5-14 M5x "light 5-10-3 4 12 6 279E 375# 414E 314# 267# 12 1� 394 3114 3x4 .$-4 222# t ;1 Ila! ?113 ``�1 106# 1040 1t3f 10t 146# 96# 590 I eo + 17121 1"10 1711/ 13 5167 i 7x8 3xa 3x4 5x6 axe 3x7 1 13.514971 gxii r 2 12 20 Plf 6-3-8 4-8-8 5-8-0 5-7-8 5-8-6 9-0-0 42 #2 #2 #2 #2 i-1-0 1-4-0 37-0-0 BUILDING! TYPE:-Enclosed Residential CODE: Standard Building Code (SBCCI 1491) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHMN BELOW UPLIFT CONECTION REQUIRED: M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses. i Maximum deflection occurred at bottom joint 14. Maximum Live Load Deflection of .407' 17/16). Index-.33, (L11091) Maximum Total Load Deflection of ,636' (10116). Index-.345. JL/696) Q rzT�r- �-Z�-�� 4/wU CLARY DIVISION PLATE TYPE: O.C. SPACING w LOADING 1PSFI TC LUMBER TRUSS: 37`0' HV-11 SPEC T-14 UMG. • GINE ENGINEERED PRODUCTS Inc 22000 2-0-0 LL TC 30 2X4 #2 05 5P ENG. FOR: TRUE TRUSS INC - SDS l5+1 PKWY. BC LUMBER PRUJECT; CENTEX 3708 A N DATE: 25 Feb 1993 75051 7'0 OL TC 7 2X4 #2 DS SP II 1� WATE AREA:4 "fNC-_'FON 5T1_ Ll_ HC 0 WEBS t AYOUT 10: Ii 1 r 58'1 33.33 OL BC 10 2x4 #3 SP AUUFtSS: SCALE IoIA1 41 --�I/111 H.AI 1'- rl.+T n 118 It LUMBER SMALL BE OF 11.E SPECIFIED MINIMJN GLADES. 51 COIIECTOA PLATES SMALL BE IPSTALLEO SIMEIAICALLI OI ION ALL IF11511AI C14xND MEMBERS ASS'-WO 10 BE C]It111i"ISL1 13! /' 11101CAIES LAIEMAt bNtillt ME441EA 11/4 M111.1 SPECIES. MO In MA/IW-M MOISTURE C011TEIIT, GI V" THAT THE .FJINt 6FALEG 61 EINEM 3/11' iNi111 PLtNO3D WlEATH1113, 1/2' 141 111SIALIA1I41 AIL EF.ECTCA1 CF INE 11.'JSS, PE�MMENI, ML 15 G niwEP ALL.0"ILE SIPESS tALUIES. ALL $ALOES USED BI IOP CM610 SPLICES ME H01 PECU44EIIDED 10 OCCJP 1MIli: LAIMALL X61 BHAC119i MEHUEPS SPACED 10' 4- IMA/;, ItHK~. SPAC111G SIH/AE.bE OU4. III ACCGFIGA1113: bile FOR DES),!,,APE BASED pl ITE LATEST EDITION G IME HA- DIIIECTL't ABOVE A BOTTOM Cn0RG SPLICE. 'JIEESS POIED OTHEHMISE COPMEOT IPI BPACIIIG AIL LPECIIUI P'.MN.]CAI I44S. 11014AL GES104 STAILAM05 PUDLISMEO BI /nE NATIONAL 71 V-2000 APPROVAL WINNERS; UBC 2342. FMA ICB 2014. SBCC 11) ALL Cf;MPSt SSIC44 CIICRO REI&ER5 ASSUMED TO BE C014IIIt 'JSLn51 1HlS Gt SIG4 CU1FGIwS IG C'JPAEt1T IPI DESIU4 SPECIFICA- FOREST PROD ,CIS ASSJCIATIGI. 7251. SOCA FILE 86-125 bRALEG 61 E111EA 3/8' IMlll.i Pt,WGCID StEATMIIL. 1/2' III:OS FFA METAL PLATE C(AAECIEG MUGU IIIUSSES Aro a 'HIS OEsIGI IS BASED ON CLAAP CONNECTOR PLATES OIE1. IB TMIS T/FJSS WAS BEE1l DESIGNED FOR TIE LOAOIIIG Sn"I :Nit!1 OR/MALL OR BRACIIIG MEMBERS SPACED Al 16' 0 C. QUALIII SIAIGAIGS FrA IPUSSES. 31.CQNECIGI PLATES SIZES ARE BASED GI AAIAL FORCES 011t. UI TMIS DRAMI116. IIISTALLATI4M AIG USE SHALL CCIJF0AM MA/1. UAESS IIOTEO OTIEA415E. 16) 110 NEIABEA FF TIE !FUSS MAI BE CUT CA MODIFIED Ill A/Mt wAt, 41 COfECIGL PLATE SIZES ARE CALLED OUT MIDT" IACAOSS SLOTS) BIT" THIS DESIGN 12) II10b_AIES GEARIt10 LOCA11G1, 171 SKOIAL #W"1110 CARE SHOULD IE IANEU"1110 SHIPPII4{ AMC Bt LENGTn IALGIG SLGISI MO 11E OP31MIATION GF TLE 1g THIS DESIGN IS APPLICABLE TO APOATEP SPA/ TRJSSES G EPEClI44 OF IP'JSSES SEE MIB-St FOP KCCNMEI43A71016 I G1 -CdIF IGl1RAiIG1 010 LOAG]t4G SPECIFIED BY FABRICATOR -AOOITI0I491- PLATING FOR HAIIGLIDG TRUSSES IS RESP0145181U TI Of FABRICATOR. -THIS TRUSS IS DESIGIIED 010.1 FOR IHE LOADS SL10NI1. PPOVIS1014 FOR THE PREVEIItIOI OF PCAC114G MUST bE MADE AttO 15 1107 THE RESPOUSI611-17F OF THE TPUSS FABRICATOR UP CLARY. ANTICIPATED HORIZGITAL MOVEMENT LAIDER TOTAL LOAD - .322' I 1 3-5-13 3-4-8 RUN 5-8-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN74 PLF 1-5-14 02 02 r2 1-5-14 MBx Height 4-10-3 Ik 12 Q 5 396* 389# 3940 389E 3161 \ 2181 12 3111 x ��� 3221 on 2 x3 { 1400 1321 106* 1051 1200 661 O t590 17120 1 17120 13.5167 on �J o 7x8 3x4 5x7 3x5 3x4 3x8 13 5149X 37111 —2 12 20 PLF 5-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 02 02 02 02 1-4-0 1-4-0 37-0-0 �-" /� BUILDING TYPE: Enclosed Residential �A CODE: Standard Building Code (SBCCI 1991) zis WIND SPEED: 110 mph MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD�LQADS SHOWN BELOW UPLIFT CONECTION REQUIRED: IONS / AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 MaXIMUM deflection occurred at bottom joint 114. Maximum Live Load Deflection of .494' (8/16). Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16), Index-.418, (L/574) RECO14MENOED CAMBER: .42' &3-13.93 0W A RE- 3-2 Z-'l 3 L43i nO rn CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) -- - - --_ ALPINE ENGINEERED PRODUCTS Inc TC LUMBER Nauss: 37'0' HV-9 SPEC T-15 OwG. r teol S. csw PT<wY. V�000 2-0-0 LL TC 30 2x4 r2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS _) I G BC LUMBER PROJECT: CENTEX 3708 A - GATE: 25 Feb 1993 150F GRAND PRAIRIE. Tx 75051 7'0 DL TC 7 2X4 02 D5 SP LAYOUT I0: (214) 660-3940 PLWYE AR(K. INC F017 SYL LL BC 0 REBS — SCAI E: 594 33.33 OL BC 10 2%4 03 SP ADDRESS: Ind 0 k! MEMBER TRUSS PI AIE 1145111UIE 1UTAl 41 FVl'F k'1 A" MAY 1'I 'I X11-1 OK- 11 ttsat SI1ILl BE OF THE SPECIFIED MHIIWA/WADES, 51 C011ECIOM PLATES SHALL BE HISIMLEO 51111EIRICALL1 Oil 101 All IEISI..l1 C—liki MEMHLRS ASS'.xED 10 K CIA1111RAr1 ,.L I If. 0`-IIIUILAIE5 11IEPAL IT--iiki KHWEA 11/4 Hill.l SPECIES, MO 195 MA/INJM MOISTURE C0111EN1• OA SIC" Ilia/ THE .101,41 B/+ALEG 6 killM:M 3/8" .Mill) PL'WOW%r*ATH!111 1/2" 11. I11-IMIA1111 All.EPE li:A1 LIF TK 11.USS. PEF.MAt[III, MG IS OF q C.*p ALLOWABLE STRESS VALUES. ALL III UES USED 6; IDP 4K/U' SPLICES ARE NOT PEC:MIIEIM£G 10 i.CCt1P Iu1H: GH•nF1L fM Bilcl G MEMBERS SPACED 1G' a lull:. It W'u API 6PAC111. SuG•.AC bE UUIE IH AC�iA.GAOCE Mit" FOP DESIGN APE eASED DU ME LATEST EDITION OF TIE HA- GIPECIL"1 ABOVE A BOTTOM CnOP[i SPLICE. urA Lys UUILO 0t%LPWISE CIF1.tLlI 1P[ BRACIII5 AIW LPECTIUI P'.WI rATIO4IS. TIOITaL DESIGN STA1.6 p ISLED er IME MATIOIIAL 71 '/-7000 APPROIAL Ir.4dKRS: UBC 2342• FnA TCB 2014. 58CC Ili ALL CGWHLSSIWI CKTIO ITEMISERS ASSUMED IO BE CG1111r.q'J_L 1161 7nIS I.ES I.;rI C141FC4RIS 15 '_•AIKIII IPI UE515t1 SPECIFICA- FORESI PAa'NCIS ASSOICIATIa1 72e/. SOCA FILE 66-125 BAIALLD B1 EINIER 3/8' 'Mill.) Pl fwc, 0 9HEATH111G. 1/2' IIL115 FCA METAL PI ATE CUW4:CIEC MU:41 tcn-•SSES /uG tl THIS DESIGN i5 BASED GI CLAMI CGBECIDR PLATES Gw. el THIS TMUSS HAS BEEU DESIGIED FOR THE LOAOIIW SMOOT ;ulu I OI..WALL OR BRACHW MEMBERS SPACED AT 16' W s. WAL 111 5I AIJUAWh FCk IPU1.SES 1. COI4E[IW PLATES SIZES AAE BASED 01 AXIAL FORCES 011r. O" IN, WAWHIG. IltSIALLATIOII A11G USE SHALL CCIIFWM 'MAP. Ua ESS VOTED OTHERWISE. 161 IF3 uEH6EA CF TIE IV.ISS MAI BE CUT GA 14GIFIED 111 A11r"Ar, 4) COIIIECIDA PLATE SIZES Ari CALLED OUT WIDTH 'ACROSS SLOTS] MIT"THIS OESI01/ 12) as II101LATES BEARIN3 LOCATIG1. /7) SPECIAL HOf 'FUS CAF{ SHW.O 6E FARED CGMMiF1 SIIIPPIIAO M er LEMGrn IALG B;SLGISi ATO Ing OPIETTTATION OF TIE Ili InIS OESIWI IS APPLICABLE TO SORTER SPAN TRUSSES Of EPEC IlUT OF IFU55E5 SEE rile 01 FOR 1+F.CG1wE10AT1u15 14; TLC If LENGTH IDENTICAL LOAOIliG Oil) LW` CGIFIGURATIUI AI10 LOAGOIG SPECIFIED 8$ FABRICATOR -REPETIIIVE 14EM13ER SIK SSSS HOT USED. -AOOITIGIAL PLATIIIG FOR HAIFA IIID 1RUSSES 15 RESPOIISIBILI I I OF FABRICATOR. -T"lS TRUSS IS DESIGHEO GA./ FOR 111E LOADS SHO1111. PH04I51011 FOR THE PREYEuIION OF PuIIOIIIG MUST BE MADE AHO 15 1101' THE RESPOHSIBILIT'I OF TT1E TRUSS FR614ICAIW OP CLAP$. -ANTICIPATED HORIZUITAL 1/0$H4EHT U11DER TOTAL LOAD - 157' R1R1 3-8-14 3-3-2 6-2-2 6-3-14 6-3-14 6-2-2 5-0-0 RUN 74 (_167 135 74 PLF 1-5-14 e2 02 92 1-5-14 � 2x4 2x4 2x4 7-A-0 I 32 -0 Max Height 3-10-3 1290 920 7650 9430 6540 8440 6830 L 2 1 122480 �1 v 1' 8 \ / 1X? 4X4 7x5 4x4 1 174E IzeePT 1 2x3 I 6771 3180 2201 2190 3750 470 1 0 J ITi p 590 3179# did f 13.51 45 f I gx7 33770 5M4 ex7 5x5 N axe 13 514831 3x11 �2 12 8-3-8 6-10-10 6-3-14 6-3-14 8-2-2 5-0-0 20 0—�45� 35 20 pLF 7-A-0 - 32-11-0 1-4-0 37-0-0 1-4-0 5140 2200 l� BUILDING TYPE: Enclosed Residential L CODE: Standard Building Code (SBCCI 1991) �2 WIND SPEED: 110 wo MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 801(6 S AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I SPecial Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 04. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .534' (9/16). Index-.433, (L/831) TOP Tod NAILS 12"o.C. Maximum Total Load Deflection of .837' (13/15). Index-.452, (L/530) BOT 1011 NAILS 12'O.C. RECOMMENDED CAMBER: .45"& ev$ 3-Z3-Q3 ONA/ NEB 10d NAILS 1Q"O.C. ---- FASTEN AT OR NEAR ALL PANEL POINTS. A1�,�V 00 HOT NAIL OR 8aL7 THROUGH TRUSS PLATES. ---- -----'-- ONO. IF CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER T41 S: 37'0' HV-7 SPEC T-16 ALPINE ENGINEERED PRODUCTS Inc 2X6 1'1 Os SP EIIG. FOFt TRUE TRUSS INC - SOS Y�000 2-0-0 LL TC - 1801 S. GSM DKNY. 30 BC LUMBER PROJECT: CENTER 3708 A OA IE: 25 FRO 1993 �� I GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 311 Ds SP LAYOUT I0: OF Off 1214) 660-3940 -BATE--AgEA:-- Tfi FOA--STI_ LL 8C 0 WEBS A ClDRE55: SCAT E MEMBER 1011155 RLAIE INS7I TUIE ' Y 750 33.33 OL UBC 10 2X4 #3 SP 1/8 n IO ( 41 Frrl 1`1 e, ra MAI V, til 1. 11 LIMINER SHALL SE OF THE SPECIFIED 1-110011M GRADES, bl C01*ECIOR PLATES SHALL BE IRSIALLEO SIMMEIMICUL• 011 10) AIL lkMSlul U"10 MEH4lEPS ASS'JHHEO 10 BE CWIIIIW:/v I --131 b 1UOICAItS LA/IMAI BMRCIIIG NENUEN ISI.MI.l SPECIES. MO {9x MAAIMJM MOIST Jif C011ifllT, OR SUCH "NAI i1E .101111 BRAGEG B• k VIER!/B' :Mull F'L FMOfD SEAlHI11G. 1/2' 1.1 11151Rll A/"CII RILL;kGE:.i i:.11 GF 1Hk tt.J55. GEFMAtEIII, 110 [5 0f nIWEP,yL;IMA1xE SIPESS '"µUES, ALL '"AL1ES USED 61 ICP CnCF*SPLICES ARE HOT PECOMEt10EG TO FF_C•JP "NIM: IM•NAIL :IP BNAtIIW MEMBERS SPACED fG' o c INR/; IE1WChRP• BNAC IMS &waAG ME UC1E 111 ACCGMGAI" MIIn fOP *S,4,,APE BASSO 1111 InE LATEST E0111.Y/of lot IIA- GIPECTLY A*OYE A BOTTOM CIIOPG SPLICE. .TIL tSS f1UlL1.GIrtPM75E CkIRK111 IPt BNAL IMG MAD tPE_IIL11 P'JI-JIM 1101M1 GESIpI STA10A�P'JSLISHED ST IFS MATIOnAL 71 V-2TA10 APPF4VAL IILMBEP.S: UBC 1342. FnA TCB 2014. S*CC 121 All CGMPNE 551 WI C"COl MEIMEF6 ASYJMEG 10 BE CGt/TIlPArJ5L 11b) 1015 GESI4M CWIFOHMS IG C•JFREUI IPI OE515ta SPECIFICA- FOMEST F'ROIX1Ci5 ASSGC IATIQI. 7241, SOCA FILE 06-125 bRACEF.01 EIDER 3/B' Mill.) PL"NOGG SHIEAIHII* f/2' 16WIS FGM METAL PLAIE CUAECIEO XUW 1MLSSES u0 21 1NIj DESIGN T$aASED p1 CLAP"CGAECIOM PLATES Glr, N THIS IRDS$NAS BEE11 DE57[MEO ifA ItE tGADl11G ylOMl $MAI 1 DA,AtI OR BRAC HAS MEMBEMS SPACED AT 16' O.C. GULLJ, S1 M10ARGS FF TRUSSES. 31 ♦CyaIECIfiP PLATES 511ES APE IIASEO all wAL FAKES OTA.". Oil THIS DRAMIIIG. IIISIALLATIGI AIL USE SHALL CCfIFORM �MAn, Look SS IIOTEO OTFEMMISE. 161 110 MEi16ER GF THE IwJSS MAI BE CUT GM MODIFIED 111 Mu Mott. 11 1A1rECID.PLATE SUES ARE CALLfG QJT M1DIN IAfAGSS SLOTS) MIT"THIS OESIOn 121 I8 IIAl1:A1ES BEAAIIx1 LOCA11G11. 171 SPECIAL NuxX 1110 CAFE SHOIAO IE IAMEII OURIIW SHIPP11Ml AlIC 67 LENOTn IAL0116$GTS) NO THE OPIE"TATION Of THE T6 in IS OESIGM IS APPLICABLE TO SnOPTEP SPM" IPIISSES OF EKCIIWI OF IPJSSES SEE "LB-91 FOR MECC"EnOAIIOIb SIZE CALL GUT IS Irt IDI GF LI PLATE LEn6IttIL MICAL LO-ADItf,MO COnFtOt,PATIWI -CGT IGUAATICAI MG LOADDIG SPECIFIED BI FABRICaIGR REPETITIVE MEMBER STPESSE5 u0I USED. -ADOITIrAIAL PLAT111G FOR HAfkAIfIG 1PUSSES IS RESKAISIBIL111 OF FABRICATCA. RUN 3-7-0 3-4-0 3-6-0 3-6-0 3-4-0 3-7-9 RUN 166.5 1-5-14 02 02 02 02 1-5-14 74 74 PLF MBx Height 3-10-3 7 -0 14-t-0 1291 129* 12 6 5460 5831 546* 12 N 248f 2481 6 L \� V a 123 \ 1230 1 0 660 6620 1580 66e* 660 n 1 T _ rl 20t5F 2015* I 1 r 13.51791 13.51791 3x4 3x4 \ 3X9 5x6 3xg 45 20 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7A-0 14-C-0 02 12 5140 5140 1-4-0 1-4-0 21-0-0 A BUILDING TYPE: Enclosed Residential ((� CODE: Standard Building Code (SBCCi 1991) WINO SPEED: 110 mph MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET WiND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTiON REQUIRED: IN AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint r3. Maximum Live Load Deflection of .184" (3/15), Index-.262, (L/1370) Maximum Total Load Deflection of .268" (5/16), Index-.274, iL/875) sal 2Fv. 3-23-93 00) Q Ev 3-2 -93 I,JIr�D I�wS �1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-7 T-17 DWG. d ALPINE ENGINEERED PRODUCTS Incy�000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC - SOS 1e01 S. GSM PKWY. BC LUMBER PHOJECT: CENTEX 3700 A DATL: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 DL TC 7 2X4 02 DS SP 17 OF �l^j 42141 660-3940 -PLFT�AREA: � INC FOt�511 Ll BC 0 WEBS LAYOUT ID: 332 33-33 DL BC 10 2x4 03 sP At,ORESS: SCAJE 11tMIlEp ITIU5`-i HI Alt INSI IfUIE TUI AI 4/ F>•11 Pm 16I 4S MAL 1+1 oit 1� i I 1! lUliEp$NAZI 9E OF INE SPEC ii IED Ml"11114 ORAOES. 91 CGs1EC10M PLATES S.rAIL IE 111'11ALLEO SIW.EIAICALLI W IPt Ati W1511iI1 Cr Aw,"EWERS ASS'.N*o 10 of CUIIII+W:l5t� ---Il` � IIIDICA/E5 LATE MAI YwA_"1G N&HBEM i".MIH.) SPECIES. 4, 191 MA/IMJA MOISIUiE CWTEIil, CA SUCH THAI TINE,ATIHI. 8AACEC b.LiTI4"' 3/0- .MTUI PL-111300 SKATMI113, 112' 1.. 11151ALLAli J1 Tell;E1.ECII:J1 cf INF. )P.JSS, PEPNMc.), MG IS OF NIGrEp ALL&XAM9 SIKSS'VALUES. ALL 4ALHES USED 0: 1CA CnEt6 SPLICES ARE DOT AECOMIET"D ID 000.0 THAI• UP M<ll �M BR AC 1111.MEWfPS SPACED 1O' 0 c IN>1:. ItHt'CPAP1 00AC1t15 Srw.xG bE lia-E 114 ACCGHCAt10E Mlln FOP UESlsi1 APL SASEO 011 INE LATEST E01ilOH OF THE ILA- GIPECIt'I A00VE A BOTTGM CHUM SPLICE. '�YE ESS tni1EU G1r1ERM ISE CUM11t10 IMI WACIHG MG EHE-Ila,VOL ICAIIWIS. I/OIAAL rAS110/SfMID RDS PU0LIL4:0 04 i"E IIATIO14AL 71 Y-2000 APPROVAL WMIERS: LAIC 2342. FNA TCS 2014. SBCC 11) ALL CLW'Rt SSIOtl CI*440 19141ERS ASSUMEG 10 SE CC II IIHJIYJSL 1161 [HIS Ct S14:1t CUIFOIWS B C`JFMEtII SPI OESIG14 SKCIfICA- FOREST PAWACIS ASSGCIAT1011. 7201. SOCA FILE 06-120 CHACE(',U1 t TILER 3/9' INIH I PLYWCCA SIEAFHIIIG. 1/r' ItUtS FGM ILIAL Pt AlE CL49E-IEG MUGA, /+LSSES AG 21 THIS OESIGI IS OASED to Ct Apt C&NECIFOR KATE$6fEY. 01 THIS T/F058 HAS BEEtt 0E5I71E0 f['A THE LOADINS $NDIl/ IMUt.) Dr IMALL ON BRACIII6 MEMBERS SPACED AT 16' 0 C. WAL111 SIA10"S FA IRUSSES, 31 L64ECTOR PLAIES SITES AIIE BASED 04 AXIAL FORCES Owi. 011 THIS ORAIIIIJ6. 114STALLATIGI MLD RM USE SMALL CC#FOINAA!, t114ESS WIFE)OI1£PM15E, f6! t1D MENbER CF INE ICNSS MAI BE CUI CA t✓]p IF1E0 IH Mit NAI, 41 C014ECIDA PLATE SIZES AFE CALLED OUT 0107" (AMSS SLOTS) %it" THIS DESI01i 121 ® 11141CAff$BEA611113 LUCATIG11. 17) SPECIAL HM4111G CXAE SHUA.D K IAMEII Eur SHW SMIPPE14G M ►Y tartar" IALOIG SLOTS] M40 TIE IINIEHTATION W THE 9: THIS DESIC44 IS APPLICABLL 10 SnOP101 SPM/ tPUSSES OF EPECTIO14 OF IFUSSES SEE ntb-91 FOR VcCCAyE1OA11a4S CGS'[GURATI(AI Ara; LOAawi; SPEcinEO ae FABRICREGR -FiEPEFITIVE HEMBER STPESSES 1167 USEG. -AGOITIGIIAL PLATN13 FOH M61104,I11G TPUSSES 15 FIESP011518I1_11Y OF FABRICATOR, -THIS TRUSS IS OESiGNED GAILY FOR tHE LGAOS SHON11. PROV/51011 FOR THE PREVENTI014 GF PC44011Ai MUST BE MADE A110 15 110E THE KSP1A1518ELITI OF THE TRUSS fA8HICA1t1P txi CLf.FI(, Rt1N 4-7-a 4-4-e 3-0-0 4-4-8 4-7-6 RUN 1-5-14 1-5-L4 74 PLf T/9x Halot 4-10-3 12 e 2731 2731 ♦ s !2 �� 3221 3221 ?4'3 1601 \ 1601 0 T B61 1194 list 06/ • �. 1 %o f 9601 Eli In I [m 13.5{3Bt 13.51 Sex \�l 6x6 axe 3x4 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 21-Q-0 1-4-0 BUILDING TYPE: Enclosed Residential -� A CODE: Standard Building Code (SBCCI 1991) �Z WIND SPEED: 110 Mph MEAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 737 B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, No trusses: 1 Maximum deflection occurred at bottom )Dint I2. Maximum Live Load Deflection of ,069' I1/16), Index-.098, (L/36521 Maximum Total Load Deflection of .106' (2/161, Index-.103, (L/2333) Qcv- 3- P/w ev CLARY 01VISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 2110 H-9 T-18 DWG. 4l ALPINE ENGINEERED PRODUCTS Inc LL TC 30 2X4 12 N SP ENG, FOR: TRUE TRUSS INC - SOS JJ l 1601 S. GSW PKMY. V_2000 2-0-0 Bc LUMBER PROJECT: CENTEx 3708 a OAIE: 25 Feb 1993 / t GRANO PRAIRIE, TX 75051 7'0 DE. TC 7 2X4 M2 N SP LAYOUT 10: OF I(�j (214) 650-3940 PLATE ARE A: INS. FOR S-TL LL Bi�DI C 0 WEBS L C AI E: 244 33.33 Dl BC 10 2X4 I'j SP AGDFIESS: g �I Mt MSER TRUSS PLATE INSTITUTE 101A1. 47 f-Y1'Et'1 A`, M1113!lb Y 'It 1f111I, /V M WISER SMALL BE Of IME SPECIFIED 141111WII GRADES. 51 CGAECIOR PLATES SHALL BE IIISIMLEO SIMMEtRICALLI 011 101 All 1015lul C1 k%MEMBERS ASS:XEG 10 PA CGIIIIEAf.51 I Cl! UIOICAIES LATERN. EMACIHID MWER 11/4 MALT SPECIES. YID /9S MAFIMUM M3I5T JFE COMlEr11, DA S'UCM THAT THE .001141 BRACEL 6, E IIIIEM 3/8' ifill41 PL IMD"JO S4EA71 MI3, lit' 14! JH.%JALLAIIG4 YL EAt�llt:/l GF THL 14JJ5S, PEPMA EMT, A146 IS OF MH.;MEA AI Li/AABLE STRESS'4ALOES, ALL 7At/ES USED 61 lap Cnf,% SPLICES ARE fOf FECGW4Ff10EO 10 GCC:1F 1NIH1, 1.41•0AIL W bHACl11G Mtl4KHS SPACED IG' a L HMAAI ILWC4+API BNACIII',SH1C/.XL 11E 0[9A 111 ACC01GAIICE Mlln TOM DESIi;W ARE BASED 014 THE LATEST [0111011 OF IM MA- DIREClt I ABOVE A DOITGI CHORD SPLICE. '11AfsS uOIFO UHE FN ISE C404iEM1 IPI WAC LUG Alf.LPE CIIU4 P:X41CA1IG15. IIOMAL OESIGH4 SIAIIGAROS PUBLISHED Of THE MATILAIAL 71 V-2000 APPROlAL WA41*95: UBC 2342, FHA 1C8 2014, SHCC 11) AIL L001"it51G4 Cl1GRG MEI49EH5 A5S:M(0 10 BE CUII IIfJG'JS-1151 THIS GESIQA CLrf1A445 IG ['JFf1E111 IPI (ES1+14 SPECIFICA- F—EST PAOCA/CFS ASS"lAT1Of4. 7251, BOCA FILE 86-125 BMACEG 61 Ell,4ER 3/B• :M144.) PLVKGO SHEATMIHO. 1/2' IIE46 FOR METAL PIXIE C:AAIEZIEG MUC.L 1RL55ES AHG 21 *ISS OESiGW IS BASED GI ELAAI CGAECTOR RATES GI.Y 01 IVIS IAUSS HAS BEEU DESI&EO FOR THE LOA01116 SHOM4 'NIN.1 DRWALL OR BRACDIG MEMBERS SPACED AT 16' o L. WALIL 51YpAR4L5 FLA }pUS5F5- 3! COIAECTOR PLATES SITES ARE BASED 014 AXIAL FORCES OMI.. OT/ THIS DRANI/40. IMS}ALLATIG4 AMG USE SHAH COfFCORM 14AA!. UL4E5S HOTEO OTHERAISE. 161 110 MEMBER OF INE IFejSS MAI BE Cul CA I"IFIED 111 A141 MAI. 41 COIAECICA PLATE SIZES ARE CALLED OUT WIDTH IAMSS SLOTS! Min THIS DES1014 12) ® INDICATES TEAR1110 LOCATIC2/. 171 SPECIAL NYIOLIHO CARE SHOULD 6E TAMEl4 OWY0M1 SHIPP1163 BI LEISTH IALDNG SLCIS: Y4G THE ORIENTATION OF THE 91 THIS MSIC44 IS APPLICABLE TO SMORIEF SPAM IRUSSES OF ERECtIGI OF TF'JS%S SEE HTO-%% fOR PECGMMEJ0ATIOHS 2"F CAU OUT I- JOE-RIB ENG In IF&III[ICAI LOADIIIQ AFID CQ1FI"A71C4j, CC41FIGURATIGt1 YIG LOAOIIIG SPECIFIED BI FABRICATOR -ADDITIONAL PLAIII16 FLOP 14AIG1,114i TRUSSES IS PESPO[ISIBILIT! OF FABRICATOR, RUN 5-5-4 4-11-12 I-t1-12 5-6-4 AUH 1-5-14 1-5-t1 74 PLF Mex Height 5-7-3 f2 L Q e 3BBi a 5X5 12 378E 3700 A t93F 1930 NOT y 1 660 1381 1341 661 \.\\ 960E 9600 13.5)38X 13.51302 1n1 \ 1�1 5X6 3x1 3xil 3x1 20 PLf 7-0-0 7-0-1 7-0-0 /� BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 A CODE: Standard Building Code (SBCCI 1991) z1-o-o WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 73-7 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, No trusses: 8 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .069' 11/16). Index-.099, (L/36521 Maximum Total Load Deflection of .109' (2/16), Index-.104, (L/2312) A (lel. 3-23-93 01W w i n CLARY DIVISION PLATE TYPE 0-C. SPACING LOADING (PSF) TC LUMBER TR S. 2110- COMMON T-19 OMG. Y /� ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SOS �/1(/ 1801 S. GSW PKWY, BC LUMBER PMOJECT: CENIEX 3706 A DATE: 25 Feb. 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 Y2 N SP (�OF 'a : t 12141 660-3940 PLATE AREA: INC. FOR STS it. 8C 0 WEBS 1 AYOLIT 10 108 39OL BC 10 2X4 Y3 SP AUORESS: SCALE: 111, hit MUEN INL/55 PI ATE IN6I ITOTE .33 10I At 4/ ry11.11 n�, T4'., l" , 3/ih I1u-