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Permit 1259 Linkside Dr (vault folder) ADDRESS J BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLP_B PLUMBING SLAB -l/- .2 -qcg x 5 � FRAMING / ' - 9p "J �'l C^VER-UP 7' �' d IrISLIT ATIGN /, FINAL BUILDING �� 9 CERTIFICATE OF OCCL'PAric 2-, ELECTRICAL PERMIT # INSPECTIONS ROUGH �' . 1- 9� FINAL MECHANICAL PERMIT # PL'JMSIrJr� PERMIT NCTES . CITY OF �tQadctic t'�eac( - ��ivuda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904)247-5800 FAX (904)247-5805 -- SUNCOM 852-5800 April 26, 291141 Bob Baxter 1259 Linkside Drive Atlantic Beach, FI 32233 Re: 1259 Linkside Drive Dear Mr. Blake: The property known as 1259 Linkside Drive is considered by the Atlantic Beach Building Official to be in Flood Zone "X" according to the Flood Rate Insurance Rate Map as of April 17, 1989. Sincerely, &� C9." � . Don C. Ford, C.B.O. Building Official DCF/pah cc: City Manager 1,748 P3R-3844 DI PARTMENT )F BUILt G CtTY,t7t+ ATLANTIC $ � H PERMIT INFORMATION - 3ChT I O i 1QF„O1 1iA'T I C arm t I um esr: 3 SI A dres LIN IDE PLORI P+��tlt Ty ��'. �`}rL js i A i�ECPIPfiION 'r+ww nlY WXM!” _ lass 0 Bl ook t. Lot propos d Use: II O E FAMILY Subdivisi+ > S �,VA LIBKSIDE DW@� 1T1 Est . Value: 0 .0 Improv. los t d fl ,Q£I Total F`ee"s : 1Q fit# Amount Paid:, 10.0,0 Date Pa 99 �. IFRIOATION PURPOSES irk Tie a� . C 'TIOt RSFITA yy } - i D dA r i4l*s z x W S' 7 z, w�.n „erazwwmnes•,� „�sv+u§w i NOTES: I NOTICE - INSPECtIC�NS OUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION f BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORKRMUST.N TSE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AUV'Y BY EITHER CONTRACTOR O � "FAILURE TO MPI THE �ECHANICIS LIEN :LA1I�t C R aULT IN,, CO MPI THE PRS ' RTY` NER 0A'l 1NG TWICE POA SUILDI 1 'r 'IMFF C G' ` ISSUED ACCORpIN4 TO APPROVED PLAN$ WHICH ARE PART OF THIS PERMIT AN©,SUBJECT TO IVCATTTTf R Y1Cl ATIOf `C3F`AF�PL{CABL,E,PROVISNR OF„LAW, , Ir,ilIi ATLAN BEACH B ILDINQ. PARTMENT = A FEE $10.00 APPLICATION FOR WELL PERIUT CITY OF ATLAMC BFACH PROPERTY MER / �! rhe:-A zZ1C nay Address c_f 2 S / /it/ APPLICANT, IF OT R THAN OWNER Nam: O�, �i�/ G � Day Rwr eZ Address:� ��C' /,��G!�,✓ �`l G A� Zip JOB Address or Location: ,�-�- Legal Description: Is well to be used for drinking purposes?_ AVO Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: o I agree to comply with regulations stated herein: 11 - �at�e to Tatiftcatt of ('ccupanc Tity of i Atlantic Neoc4 — Noribo Departutent of Nuilbing Inspection E i I This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the r various ordinances regulating building construction or use. For the following, i i Use Classification Single Family Residence stag.Perm;t No. 16183 i ' Group w.frame Type Construction __Sf._ Fire District Atlantic Beach f Owner of Builth ylene & Mills Rowland— ress 1259 Linkside Drive Building Address 1259 Linkside Drive Airy Atlantic Beach, FL 32233 By: DON Q. FORD p Building Official Date: 4 G r POST IN A CONSPICUOUS PLACE t i 7 � . 7\ �? - \D D cv $ 1 . y 0-5 ` 1 0� 9 � o CD , \ $ ƒ/ CD \ \ a ° % � ƒ «»7 % 0 22 \D\7 go « a � 2 � � ## � D . #o CD f , ° \ , % ± &$2&� 1 . &§ 3 C, � \ . & � �p 0 � G « -IvtM� � O r o 1p 0 .0 n p 7 7 D < \ \0\ . ® \ ° � g . #¥ BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BE4CH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: fd- ( 9 Building Contractor: Building Permit Number : ! Gey Y3 Address : Legal Description: Za 7,� ? Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be readv for occupancy as Lowest Floor Elevati= . required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works -7 `? &uilding FROM : THOMPSON CUSTOM HOMES PHONE NO. : 904 247 9242 Oct. 29 1998 11:36AM P2 7310849 Page 212 Job 22C Oot-29 Tnu 10:33 1998 KAP SHOW NG BOUNDARY SURVEY OF LOT -7-7 BLOCK AS SHOWN ON MAP OF x;&L,./,& (.._J"/ILSJOEr Vl,� 77 / AS REWMED IN PLAT BOOK 4-4- PACES TO-z3A-OP 7)OC PUBLIC RECORDS Ot DUVAL COUNTY. FL"A CER77RED FAR: Ec e^ Q eria ,r GiKST G'tAI J.i.'ry a 3-te v s fl (0to O ti RECEIVE® Q 1998 oC> City of Atlantic Beach -79) Building and Zoning g Ov � d• "p57 k'Q e� rC4� �� ca y`s'a S� 1sR 'I? �c F C°o .orA v} n D EZv 1JJ.�9d-5oht Jv 2 9.R8 J EA Fa/�-41� AJ•o,90••J x!®413 4-L'!^X90 THE PROPER rr WW HEREON APPCARS 70 UE WTNW FLOOD HAZARD ZONE X AS SCALED FROM J200D WWRANCE RAr MAP_e0401 FAR 7HE CIT)'OF ATL.,l3GAa FLORIDA. WED � "J�'�!� AND W SJt W AS A OOWTF9Y QNLY AND DOES NOT CONS7ITUTE�A CER7WCA-2 C7F SAAJE TRI--STATE LAND SURVEYORS, INC. 8411 8A MEADOWS WA.Y SUIX d(Z JACKSONNLL6, FLORIDA 32256 (904) 731-7235 `LMW bEARXGS BASED ON `.L-UNE AS SNONN. .22o ro. TkLs.SURWr OA:'S Ivor REFLf'Cr OR gEtl7ptlNE oNMERSN)R. ys■n w u«r) NO7 m4v IN %WARJRE AND IKE OR/GWNAL RAISED SAL +sror OFA FIONOA LICENMV SURWVW AND YAPPER. 0 41gs 226[mwo; •m Cw su wan41v 41nfpCfw,re fjvT gdepr LARRY GJWY. RLS. Na 4744 VW nwr-01—v Ips ZO r 4" Comm,� 5CALC: i i0411otlK Al "cermet"PAD p5 Y[rOR YAPoER' X 26er6 26141" OA7E.• 4—Z-jig STATE O�OA ( /k 1) Q mvmv FROM : THOMPSON CUSTOM HOMES PHONE NO. : 904 247 9242 Oct. 29 1998 11:35AM P1 7R@hloom pson tnc. GENERAL CONTRACTORS 1171 BEACH BOULEVARD JACKSONVILLE,FLORIDA 32250 PH.9c9-246-0375 FX.914-247-0242 FAX TO: ATLANTIC BEACH BLDG. DEPT. FROM: RICHARD THOMPSON DATE: 10/29/98 ATTENTION: PAT RE: F.F.E. FOR LOT 77 PLEASE FAX OVER THE C.O. THANKS, LISA, i FLOODPLAN DEVELOPMENT NFORIVIATION Location::LOA ' �V�i.. I--�n� �C - On Type of Development: I<C 0& RMI r Flood Zone: Required Lowest Floor Elevation: ' 1Zv v3bft '(-- If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuan of this permit is tingent upon the above information being correct and that the plans s pportMg dat ve been or shall be provided as required. I agree to comply with all appli provisi o rdiz ance No. 25-7-11 and all other laws or ordinances affecting the propos d evelop t. Date Applicant's Signatur Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation f Survey Filed with Building Department Building Department Representative DAT E : PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 322202 THE FOLLOWING FINAL INSPECTIONtS ) HAVE BEEN MADE AND ARE SATISFACTORY : �l,� -- zt _�____ _ _________�-.L-- ---------------- _______-_____---__-___--_-__-___--____-_________- ______ __________________________________________________ ______________________________________________-__ __________________________________________________ Enclosed are the blue copies of the permits. SI �Y, a ` "L'S. BUILDING INSPECTION DIVISION = FILE CITY OF Teach - 9&zid4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: /4 "2 9-4F'� 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 59 Sincerely, Building Department CITY OF 1ctic Seal - ��vuda 800 SEMINOLE ROAD --- _-_-_- _ -.---- --_ ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX t904)247-5805 SUNCOM 852-5800 / `-4 • �� ./� ------------- Cfattfitate of (9itu of Atlantic Ntacll — Nloriba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg. Permit No. 16183 Group w.frame Type Construction Sf Fire District Atlantic Beach Owner of Bu9sa ylene & Mills Rowland dress 1259 Linkside Drive Building Address 1259 Lin side Drive Locality Atlantic Beach, FL 32233 By: DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE HP OfficeJet Fax Log Report Personal Printer/Fax/Copier Oct-29-98 12:11 PM Identification Result Pages Ie Date Time Duration Diagnostic 92479242 OK 02 Sent Oct-29 12:09P 00:01:55 002185430020 7.4.0 HP OfficeJet - Fax Log Report Personal Printer/Fax/Copier Oct-29-98 11:57 AM Identification Result Pees Tvne Date Time Duration Diagnostic 94480349 OK 02 Sent Oct-29 11:56A 00:00:53 002184130020 7.4.0 CITY OF 4&4a4-c Ate-I& Office of Building Official REQUEST FOR INSPECTIQ f Dater. Permit No. / L Time A. Received `P.M. n ._._._...—..._.-- Job Address — Loc lity Owner's Nam _ Contractor BUILD _._ __ CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs, Friday r A.M. Inspection Made _ RM. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date ...._ ��// �CjITY�� OF nn f &0t4.0 /3 P.�CA,-"f Office of Building Official REQUEST FOR INSPECTI Date —( G Permit No. Time A.M. Received P.M. Job Addresso lily Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing r Rough Wiring j Rough _ Air Cond.& C Re Roofing ❑ Slab ❑ Temp Pole C Top Out C Heating Insulation Lintel 7 Final CSewer Fire Place Pre Fab READY FOR INSPECTION A. on. Tu ` Wed.. Thurs. Friday A.M. Inspection Made ( O P.M. Inspector Final Inspection C Certificate of Occupancy ❑ Date n /CITY OF f I'�_,�_'Q �Drili��svOffice of Building ici I 6 11 r 95 "G- REQUEST FOR INSPE ION YA Date 7 Permit No. Time A.M. Received P. 1 5 Jo ss Locality Owner's Name Contra or BUIL IN CONCRETE CTRICA P U MECHANICAL Framing ?75�-- Footing ❑ Rough Wiring � Rough ❑ Air Cond. & Re Roofing 01 Slab Ll Temp Pole ❑ Top Out \ Heating Insulation ❑ Lintel ❑ Final FJ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A. Mon. G Wed. Thurs. Friday 1 A.M. ISf /NSE'C T-I OA Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy 17 Date Aiv N. v - ' _ Ft 0 R10Q' OF �d "rough" inspection: ADDITIONS or • " • DO NOT REMOVE M8 ADDRESS DATE Z J'� 7--21_1 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1J4 i -C .46cI doeleEN !AJ- Fi2,60v� 7ad2 s M�S Citi b Please update $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL ,F 0 CITY OF 4&4K4'0 Be4404-09" Office of Building Official REQUEST FOR INSPECTION Permit No. — Time } A.M. Received :0y 4 - Job Address Locality Owner's qc) C,tit Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Fooling F Rough Wiring Rough E Air Cond. & Re Roofing Slab M( Temp PoleTop Out a Heating Insulation Lintel C Final Sewer E Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed, Thurs. Friday --I? A.M. Inspection Mad F.M. Inspector Final Inspection E Certificate of Occupancy D Date /� CITY OF 4&a /9 ear.4—491M4*9 C Office of Building Official REQUEST FOR INSPECTIO Date 3" P it No. Time LI"0,-) Received (RMJ Job Address Locality Owner's n \ �� Name Ls� \ Contractor BUI D CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer ❑ Fire Place ❑ 1\ � READ R INSPECTION Pre Fab + � A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector- v i Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF 4&4a14-C 13=04 Office of Building Official REQUEST FOR INSPECTION Date Permit N Time A.M,,- Received P. Job Ad ss Owner' Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 1] oo ing 1-1 Rough Wiring Rough ❑ Air Cond.& ❑ Re Roofing E, Temp Pole 0 Top Out D Heating ion 7 Lintel E�❑ Final 7 Sewer 1,1 Fire Place 17, Pre Fab A.M. "u, � READY FOR INSPECTION "A Tues. Wed. CTh.:r, Friday A.M. Inspection Made Inspector Final Inspection E, Certificate of Occupancy Date r CITY OF Office of Building Official REQUEST FOR INSPE ION DatePermif No. Time A.M. Received AJA Job Addr s -- Locality Owner's Name r�" __..._.Contractor BUILDING CONCRETE ELECTRiCA MB'_"' MECHANICAL Framing 1-1FootingRough Wiring ❑ Air Cond_& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place ❑ �` Pre Fab s�- READY FOR INSPECTION '"Lv'O�.. A.M. Mon, Tues. Wed. ( "1 A.M. - Inspection Made _---------- P.M. Inspector Final Inspection - Certificate of Occupancy❑ Date p�LANlfC y A V _ F�0R10�' i OF ADDITIONS or CORRECTIONS" D• NOT REMOVE JOB ADDRESS DATE '5-v 16 - THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted e- �. a � e�e $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. 844 „f 3, DEPARTMWT OIIC �' �- lT1f OF Afit,A.NT1C ' tCATIOYINFtSBR * I F RMAT N RmA 'ION I Perrr t Nirir ,ci , 1 61 Z Ado,'re0t. : 1259 LI' 'KSIDE DRIVE I' rmit '' s'BUILDIi1TA 'I .23A ,zR "ISA. 3 223 I ' rd T a k, 1 RW . �� AL Y F t3N .- _�;.�....._w- 474,0st.k_ 'T-Tpie.•19040D . FRAME BIock. LOQ 77. 7. Q � z . �t 01t' t 11 , o P BCM . ' R Ll� t N, - ' ;� R19wt?C1 9. It�N �,� APFGAT } "$" ;� WATER IMP �Tl FZ _b' B 'LtRITk .'322 PIYCI3J ," +, RADON • �: �� t :.-' "F` ,...., � .. `� .w r+t«r.....rp %.�r�9ir�+��'F��C ;x ''�'r`�€ �z �x� � "� n� ""� .:• .�l�me� RIC iRt3 '�C?MF NG tTR TOS CAPITAL IXP�taU1� 32��(IC} NA'Vi'+SO " --»EACH. FL..•3,2250 50 C�j,�,L'S%-S, 0 f O1\, L1 6 SBC ji JXPACT 'PER CONST:BU??RBB t2 � {A�'�a��"s�'�wn�, 'F€", M.�'tt�'�f°' y�ia.�j�; t�`��.�t;'�i�`aiKYs ,rtr'k��, +a,�=f� ra � ,.:. �° �""' �`%P�� "" sy�•v eta � 4 '1 COTES; ' ins t Itt P" 1 NC1Tt�GE-INSPECTIONS: MUST Bt REQUESTED AT LST 24 HOURS PRlQR'TO iNS ' t1±ON w BU•II.p NG MATERIA!„RUBBISH ANf�`C EB1'18 FROM THIS WORK MUST NC)T.BE t�L'ACI�D IN PUBLIC SPACE,ANp MQST BE CLEARED 11P=ANt?HAUI.i*t?AWAY f Y ErTH.E i CONTRACTO�i QR OWNER �• I' �r AIE HAN �i ��►FA LV �� rr W T,*H + / ICS, � *#� Aw * I fl►. G �I�/W wt G.. kr� "9_6 # I !` fi1 rr� r' l• ISSUED ACCORDING TO APPROVED'f 1LANt WHICH ARE PART OF `CHIS PERMIT AND S�JS,IECT-To,REW ATIOI�t VIOLATION&APPLICABLE PRC�I•t o*;46F L{4W, �? ra��r.�..I�Ey#�Y aus , p OWN ON Total:faywi ATLAN'I BEACH BUIL IE ,�, Etit ! - a 6y: r - j t?5, r # w,ut..,uk•�..•.a. .. �. ._x.Ye. ,. •. �„ ., .. ,. ,.�•,` ;�a�d?^aukz °� "�t�xta.�.� ., v ..s..._.�,.3srnu r�.:r� �u �X.�ay�..:,. _:c�. 3n.• .. �� 5 PSR-3844' ` +ice 1 ".PE'AR�'I*EjjT )1~ISUAZIMC� OITYaF ATLANTIC BRACH '—,0,MTT I IEPORMA'I~ O L€ CATyI I XFORMVON ' ,. rmit Number: 167€ 1 Address: � 9 LIRKSIt}E DR VW: , P ri Type'MEOERN I CAL ATLAI'I "T C BEACH ;. RLQR I�3 2 3 : f Wc,rk:) LAW. - - IZ`GAL D9 CRIPTIONass +ins t r, Type:WOOD PRAM $�pack. ', 1�cal «�7 , ��aP: t� I Proposed 04�SINOLR P`AHIL'� '' �� t3��n- � �"� � taw l l ian s"=' 5ubda v csi s a t`�ELVA LINKSID'E Est v 0,001 00 11 Total laes . vs. 51 00 UD At i X i I - � N AP,PL I GAT I ON FERS "'"' C 6?` §Y �RA �: fF 'r ,�d,, bH '�, *i". N � ,r� � � dye r�t�,� `` i rt°"4 dk �«`^ '�S"" �fIt ho6ne '�q � ' « 'ON Td * I`L " MAT I Oft ane: SGOT °`- iI R . . A100STI-fil- ROAD" JACKSON'V I jq I A '� Ps NOTES: ' i NOTICE-INSPECTIONS -MUST PE REQUESTED AT LEAST 24 HOURS PRIOR TO INSP CTIQN ' BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT'Oe PLACED IN.PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 "FAILURE T® COMPLY',W#T" THE MECHANICS' LIEN LAIN CA►N iAESULT IN THE PROPERTY OWNER:PAYING TWIG Ft3R $1lILOING ImPRt3TS. ISSUED ACCORDING TO APPROVED PLANS WHICH'ARE PART O>= THIS ,ERMIT�AND SUBJECT T- 6'REVOCATION FOR ' VIOLATION OF APPLICABLE PROVISIONS OF SAW. }} PON L MKS 'ATL -NG DEPARTIxflEI1T, Z t 8�� M Feb-09-98 15: 13 P.01 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER — IMPORTANT — Applicant to complete all items in sections I, II, 111, and IV. -- LOCATION Street Address: OF Intersecting Streets selween _ in C)/-0— And J V _ BUILDING Sub-division _ _�—"' •_,_�. _ _,S _.� 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doinq fhe work es described in rhe ahoy statnrnenl we herrbv ngree to perform said work in accordance With the allechpd plans and specil;cations which are a pert hereof and in ar.cordanee with the City of Jacksonville ordinances and standards of good practice !;sled therein. Nerve of Mecheniul pp ( Contractors Conheelor (Print) C� Mosler Name of c—Y�' ^^ e Name Owner 'ctV' n' Signature of Owner Signature of or Authorised Agent Archilect or Engineer III. GENERAL INFORMATION A. Typo of hoofing fuel: B• IS OTHER CONSTRUCTION REIN DONE 0 Hee►r;e THIS BUDDING OR SITE? ❑ Goa--❑ LP ❑ Natural Q Central Utility IF YES, GIVE NUMBER OF NSTRUCTION ❑ Oil PERMIT O Other -- Specify IV. MICHANICAL EQUIPMUIT TO It INSTALLED N,q.TURE OF WORK (Provide complete list of components;on back this form) Y�1/> Residential or I..) Commercial Heol ❑ Space ❑ Recessed 0 ''Central O Floor New Building \hr A"ireCf ondrtteein : ❑ Room Central Existing Building System: Material 1 i "C Tls;ckno&L f..l Replacement of existing system MINIMUM capacity c f m LkNew Installation(No system previously Installed) ❑ Refrigeration 0 Extension or add-on to existing system ❑ Cooling tower: Coped U Other — Specify ❑ Fire sprinkler: Number of hoed. C] ElevaTor ❑ Manfllt ❑ Escalator (number) ❑ Gasoline pumps Inumber) THIS SPACE FOR OFFICE USE ONLY (R«•I..�l ❑ Tanks (number) Remarks ❑ IPG confeineK (number) O Unfirod pressure veuet O seller Permit Approved by pis. ❑ Other -- Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unita Deacrlptlon Model Number XLnulacturer �,p )Y A provlsas HEATING • FURNACES, BOILERS, FIREPLACES Number Unita Description Model Plumber M"ut &M)r SIMAY pl C) O TANKS Mew xiLny Rad NowaWCapwAtyType L quid Name at Ser6l Ap sovin9 ftnensims Contalne4 XMufactum No. +1er CD 5} & . . «D m\ 2 CD \ a6© ° § J � * � o . § # , . y ID M � a \ irk g0 mo � � � 4 �a ® #$ f so, CD C- k \D r � g a � �RW3844 -252 DEPARTMl NT OFBUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -- LOCATION ,INFORMATION. Pert Number: 16252 Address; 1259 LT�VRSSL�E DRIVE Permit �'ype*PLUMBING AT'LAN'TIC BEACH, FLORIDA 322313 CI sFS Of Work4NLWc _w..--- LEGAL DESCRIPTION ---------- ' n t r. Type.WOOD I� I WCUR'AMR Bl ock; Lat ;77 Twip; 0 Pry Uso*SII LX FAMILY ec oil: 0 Subd; Rn' q 4 f we ings; lu vision:SELVA LINKSIDE Rst .. VA X tie; Improv. Cast ; Total Fees,,, 5C� .�►D imount Pa ,d# $4 . 00 i t r 3 !SING Int NEW HOME fes... '&" ?�1�t],SE' `✓.17� FEES ' - s ! a y, " ak , OLAI!I> w T CJ4'�Qt FLORIDA; 32233 °^o `'�,,1at'OCM.;' "„�' 4f R'; SON S PLUMBING r L Li C' CFC'6i�8z 1, Zxv $ ° ► «� a o NOTES; I } i 'r i TICE-tNSPECTIONS-,MUST HE REQUESTED AT l.9AST 24 HOURS PAIR TO IN$,PECTI()N i OUILDING MATERIAL,RUBBISH AND DEBRIS PROM THIS WORK MUST NOT SE PLACED IN P4JSLtC SPACE,AND MUST SE, CLEARED UP AND HAULED AWAY BY'EITHER E ONTRACTOR OR OWNER "FA !.UAE 10 COMPLY WITH THE MECHAI' ICS' UEJ LAW.CAt� RESP , LT I TIE.PRC?PERTY G1WNER PAYING TWICE 0, 3U1l�lGI�Ipfl M ` IT ►.„ ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART O1= THIS PERIM1t AND SUBI JECT TO �tE1/®CATION Yf1.ATION.(?FAPPL#CABLE PROVISIONS O1=LAW. ,k ,.- Oak ALANTfC ACH BUILDING EPAR MENT - 8y: I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: I vxLz..�ru PLUMBING CONTRACTOR ° �_�`t" S l��e n lc � -i-N✓ AND ADDRESS: TELEPHONE NUMBER: STATE LICENSE NO: r-c o 3 3 5`70 TYPE OF BUILDING: `�``a� s3'`�`� TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS 1 SHOWERS q LAVATORY WATER HEATERS r BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS f WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 l CITY OF ATLANTIC BEACH, FLORIDA Approyedby APPLICATION FOR ELECTRICAL. PERMIT f TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _.- _ 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHFD PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCO( DANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: NMASTERECTRICCIIAA�N IG AT�(URE�j�p JOURNEYMAN NAME r6-A&d-Ac ADDRESIS: � L 1 "�``�M . ` RFD BOX BLDG.SIZE BETWEEN: REI APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ► NEW ( I OLD ( ► REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( 1 SO. FT. SERVICE: NEW INCREASE 1 1 REPAIR ( 1 FEE CONDUCTOR SIZE �_ AMPS COPPER A^ AL(U�M__ SWITCH OR BREAKER W AMPS PH W VOLT S '4--RACEWAY 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. 31.100 AMP6. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED o.too AMPS, oven APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT • 0'1 OVER MOTORS H.P. VOLTAGE PHS NO. 11I.P. VOLTAGE PIIS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 60O V. NO. KVA NO. r!S VA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE WITCH FLASHER EACH SIGN FORWARDED $ -- TOTAL FEES r i CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19-- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH T IE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Kbo C ELECTRICAL FI R M. q MASTER E ECTRICIA SIGNATURE JOURNEYMAN NAME "L LLs' ADDRESS: IQW—U � �`r RFD BOX BLDG.SIZE BETWEEN: RES. ( ) APT. 1 1 COMM. ( 1 PUBLIC ( ► INDUS. 1 1 NEW ( ! OLD ( 1 REW. 1 1 ADDITION ( 1 TRAILER ( ) TEMPSIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS 6 COPPER ALUM. SWITCH OR BREAKER ,V AMPS PH W OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT 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 VBELL TRANSF. AIR N.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 11I.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN — FORWARDED TOTAL FEES CITY OF r� w Office of Building Official ,,REQUEST FOR INSPECTIO Date Permit No. Time A.M. Received P.M. Job Add Locality Owner's Name BUILDING CONCRETE E RICA PLUMBING MECHANICAL Framing Footing _ ough Wiring r/ Rough Air Cond. & ❑ Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel _, Final l \ Sewer L- Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. / Wed. Thurs. Friday P.M. (' A.M. Inspection ade Inspector Final Inspectior ancy C Date 1 Cij,( OF 4e ��e o{ Q - � iai .- 10i 6%%cj ecIlotA � ;2-1 F REQVES'� �R peem 023 t No. • q f pate e .rJ SC pond.& r Reoe,ve n� pontea X11 N �aoe s4 b p�ydress � Ft1CPL J lop Out P�eat �oU9hw,e1n9 LJ✓ E 4 �e p�nee s .Q CONCRES Ten`lPo F,eday ame i:", 0\00 p1N� Footen9 n 1NSpe lhuts' V�� b R�ApY FOS �tamtn9. = uok6 Abp. Re Roorm9 Wea p�. eofeon anoy C tnsutat on F na\�nsP cuP Tues/ U Ge�t�f�cate of pc C� pate �nsPg6t�on�`ade tnsPeotpe m p DATE : _3 Y� PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE "AND ARE SATISFACTORY : ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. S ELY, , AA , BUILDING INSPECTION DIVISION = FILE CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date per sq ft S 116 -�6? Heated Sauare Footage Garage/ShedS 0 per sq -rL-t Carport/Porch/i"a NA to 8 0 per sq ft = $�,3 52 Patio per sq ft TOTAL VALUATION : 0 Total V i 11 on 1st $ "00, ,� -�2 � /1 -7,5' 'C' S 75 Remaining Value $3 , per thousand or portion thereof TOTAL BUILDING FEE + 11"L Filing Fee $ 4 (0 -7 So Fireplaces @ $15 - 00 $ go BUILDING PERMIT FEE S— C7, WATER IMPACT FEE $ �7 ey,0,o SEWER IMPACT FEE $ /..I- S-0 00 WATER METER/TAP $ 2,s-'.oj CAPITAL IMPROVEMENT S— -?.2- S-, SEWER TAP 15 .....n, (19,3) -n(19,3) RADON ( HRS ) . 0050 8:j 4 3 SECTION H PAVING --elr HYDRAULIC SHARES CROSS CONNECTION OTR SURCHARGE . 0050 Zo $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp_: SvimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : RECEIVE& OF #7 MAR 11 1999*&aft Xd " 4v4& City of Atlantic Beach smsomOLZROAD Building and Zoni %AN13 S"33"sus PROPERTY DESCRIPTION %am" i►Ayt 0":if1�113 Lot #1 Block #..�,., Section #, , subdivision: v� L,►�k5i�� Street Name �i1JKSiL �R �vE DESCRI 'xOlf OF WORK or Address: If in a FLOOD HAZARD Plood Zone:area complete page 3. Brief Desaription�E Class of Work: (New/,c��1 Remodel/Addition:_._ , ZONING INFORMATION T pe of Construction:�L�1L I sr une-Amctw+J Zoning Proposed SiN(,Le 041)"11-Y District:— Use: Estimated value $� C2?�,0 "" Exceptions or Variances Materials:l3�;K 00D_. Granted: Solid or Filled Ground,__ goof: Method of Heating., OWNER INFORMATION ec �E Mlu� -CW UN �J�1273 8$2y Property Owner: Phone: Mailing Address Ciol ocad he CONTRACTOR INFORMATION L l,4�Q Q V N P ►� 2-q to`0�l� Contractolr ,. �� Phone.. Mailing Address: Zip..322y Expiration License Number: Dates I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OEEETHE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIEiID HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT Ptt>EOUMN TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES . REGULATIONS,' ORDINANCE8, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OEy CONSTRUCTION OR THE PERFORMA NCR OF CbNBTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE Or THIS PERMIT If CONTINOENT UPON THEY ABOVE INFORMAI, N BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE 8 �* ��IX� DED AS REQUIRED. August 27,2000 ttua„eov r� .iNc. Dat*.A-1 ('q -- n r Sig o gnakure Date is1`�� " M A, P S H O W I N G = S u R V E Y O F Lot 77 , SELVA LINKSIDE UNIT 1 , according to the plat thereof recorded in Plat Book 44 , Pages 23 and 23A of the Current Public Records of Duval County , Florida . CERTIFIED TO: MILLS E. ROWLAND, REBECCA D. ROWLAND, " OLD REPUBLIC NATIONAL TITLE INSURANCE -COMPANY 'AND - N, g3,01�. 1 log E . 1 # FISHER, TOUSEY, 'LEAS & BALL I So' To p1� d � • A7R7-� of dy_ `„�� _ • � 1l♦ N o,. r SFaT �/z- lRot�! P�vr io P\Pe'_. \RDtJ PIPE. N �1 6� 61 7T + Qt V , r W ® n r r 0 0to I- e C SrDES T o yea tZ IL S I C E V_-) E�n�3EMR-tip•- FOVNO 1R0ti P\PIF- F ovt.\p s. a3o--42.e 10' %A/. SO.CIO aj y' �7 To 9.T• t Ro_J Plprc- �R.O. rkIc>ta-r-oF- wP-Y) LEGEND: ELLIS, CURTIS & KOOKER, INC. CONCRETE MONUMENT LAND SURVEYORS AND PLANNERS (LB # 3080) O IRON PIPE OR ROD 1660 EMERSON STREET 5531 BRANDIES AVENUE O/E OVERHEAD ELECTRIC JACKSONVILLE, FLORIDA 32207 �' CALLAHAN, FLORIDA 32011 FAX (904 )9396 39997 FA34 X9( 904) 879-9161 396 19997 O� OVERHEAD TELEPHONE \ \\\\ X CROSS-CUT IN CONCRETE GENERAL NOTES: X—X FENCE 1, This is a: e,-v N-L o JL.P.-( 2. No abstract of Title furnished. Team I As best determined from on 3. Not abstracted for easements. Certificate No. 3287 inspection of Flood Insurance Rote 4. Basis of Bearings: >ssV nnco LOUIS J. EVERETT Map: tz o cJ•\•F 000 t o 6. a��42'oo' w• �+-��+a Not valid unless Surveyor's Certificate No. 4099 doted4-1-1-e•2f , the lands house Official Seal is embossed Professional Surveyors & Mappers surveyed lie in Zone " X` hereon. State of Florida SCALE: I..•2 0' DATE: 4-7 -�:�7 FIELD BOOK r-7-s PAGE14 o DRAFTSMAN: -3 T `�/ ORDER 4 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 6 BATH (8) TUB OR SHOWER STALL (6) / 2 WATER CLOSET WATER CLOSET, TANK OPERATED (4) / VALVE OPERATED (8) V BATHTUB/SHOWER (2) URINAL (2)RINAL WALL LIP (4) _SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) y SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) L COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) } DISHWASHER (2) L ASH SINK EACH SET OF r .1 KITCHEN SINK (2) ENTAL LAVATORY (I) �KITCHSINK WITH WASTE GRINDER (3) ENTAL UNIT OR CUSPIDOR (1) BIDET (2) RINAL 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) LAVATORY, SURGEONS (2) _7JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL -FIXTURE UNITS $20.00 EACH JOB INFORMATION I v e EOR RECORD90 TMS INSTRUMENT PREPARED BY: R.R.Crabtree Crabtree&Fallar,P.A. 8375 Dix Ellis Trail,Suite 401 Jacksonville,Florida 32256 I HEREBY CERTIFY THIS DOCUMENT TO!8E A RECORD ANI:)RE+tURN TO: ?RUE MMD CORRECT COPY OF THE ORIC NAL. , Crabtree&Fallar,P.A. 8375 Dix Eilis Vail,Suite 401 Jacksonville,Florida 32256 NOUCE OF COMMENCEMENT PSM"1VO.T___---------------- TAXPOLIONO. The undersigned hereby gives notice that improvements will,be made to certain real property,and in accordance with Section 713.13 Florida Statutes,the following information is provided in this Notice of Commencement. This Notice "be void and d no force and effect if construction is not commenced within ninety(90)days after recordation. 1. Description of the property.Lot 77,SELVA LINI{SIDE,UNIT 1,according to plat thereof recorded in Plat Book 44, pages 23 and 23A,of the current public records of Duval County,Florida. 2. General description of the improvement:Single Family Dwelling 3. The owner:Mills E.Rowland and Rebecca D.Rowland,his wife Address:901 Ocean Boulevard,#86,Atlantic Beach,Florida 32233 Phone: Fax Owner's interest in site of the improvement: Fee Simple ` , 4. Fee Simple Title Holder(if other than Owner): Name: Address: 5. Contractor: Richard Thompson Corporation Address:1155 Beach Boulevard,Jacksonville,Florida 32250 Phone: Fax: 6. Surety(if any): Address: Phone: Fax: Amoyl�p ye0Oo e payment bond(if any) is attached hereto as Exhibit W. 7. Lender: Peoples First Community Bank Address: 110 A1A North,Ponte'Vectra Beach,Florida 32082 Phone: Fax S. Name and address of person within the State of Florida designated documents may be served as provided by Florida Statute Section 713.13�1)(a)(7): Name:Peoples First Community hank Address:2305 highway 77,Panama City,Florida 32405 Phone: Fax 9. The owner has designated the following person,in addition to himself,to receive a copy of the lienor's notice as provided in Section 713,13(1)(b) of the Florida Statutes. Name: Address: Phone:Fax: 10. Expiration date of Notice of Commencement:(the expiration date is one(1)year from the date of recording unle�S a different date is specified): , The recording of this Notice of Commencement does not constitute a lien,cloud or encumbrance on the described real property,but gives constructive notice that claims of lien may be tiled under Chapter 713 of the Florida Statutes. ' r ow 1 e ecce ow an STATE OF FLORIDA olmw COUNTY OF DUVAL laa The foregoing instrument was acknowledged before me this 6th day of March, 1998 by Mins E. Rowland and Rebecca D. Rowland,bis wile.They are personally known to me. Notary Public,State and County Aforesaid 14� Notary PubCo, State 0 ; ::;a e t Commission NO-GC '.-:':�a No rgutu a 4 re-11JAY Gommi a a � s.►gTARY• Het+ ��d Notarye en o., any OCEAN AND EARTH 9042479242 r. 0� } EL0QDPL6Rj DEVEL-Q UZNT 1NMWAMN Location:.t._� ..K--�� Lk"V-.`,)d*- On Type of Develop=nt: o c Fid 4 Flood Zone: Required Lowest Floor Elevation. wok Manic. If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection wW be made and no certificate of occupancy will be issued wail the survey is on We with the MIdi>rng Department. COMNIENF'S: Applicant Acknowledgmern: I understand that the iss of this permit is tingent upon the above iziformation being correct and that the plazas porting ve been or shall be provided as required. 1 agree to comply with all app G provis' o rd` a No. 257.11 and all other laws or ordinswes affecting the propos d evelop Date, Applicant's Signator Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative M A P S H O W I N G • S U R V E Y O F Lot 77 , SELVA LINKSIDE UNIT 1 , according to the plat thereof recorded in Plat Book 44 , Pages 23 and 23A of the Current Publi-c Records of Duval County , Florida . CERTIFIED TO: MILLS E. ROWLAND, REBECCA D. ROWLAND, OLD REPUBLIC NATIONAL TITLE INSURANCE ' COMPANY AND FISHER, TOUSEY , LEAS & BALL ISO, To P/>1z1LSI0c • O�Ivc J- _ _. •Q p I- r N u I timed til PIPE , � 1-16.�0$d N Y• Y' Q' 0 77 r 0 O r o c 0 T Qa>zV-SIvk r� �.v 7.S J.E.P.. �A.SC.M,�L.r.►T � 1=0V N0 1{iP�.! PT.Fe. Fovrao �3• a'30 4el'2r` ` SO.c�` 9S. t1 To 9.T, I Mo N P IIP 4- CR.CS. GR.•O ASO�L�-� cc •x Pt�IC.t-a-r-vF. LEGEND; ELLIS, CURTIS & KOOKER, INC. 0 CONCRETE MONUMENT LAND SURVEYORS AND PLANNERS (LB # 3080) 0 IRON PIPE OR ROD 1660 EMERSON STREET 5531 BRANDIES AVENUE o/E OVERHEAD ELECTRIC JACKSONVILLE, FLORIDA 32207 A' CALLAHAN, FLORIDA 32011 (904) 396-6334 (904) 879-9161 o/T OVERHEAD TELEPHONE FAX (904) 396-9997 FAX (9 04) 396-9997 X CROSS-CUT IN CONCRETE GENERAL NOTES; X—X FENCE 1. This is a: 2. No abstract of Title furnished. G. VVERLIT. JR. As best determined from on 3. Not abstracted for easements. Certificate No. 3267 inspection of Flood insurance Rote 4. Basis of Bearings: ----0n.ee LOUIS J. EVERETT flap: I z o c)n Y 00 o k o eo. in 3-42•'o_" w. Not valid unless Surveyor's CertAicate No. 4099 doted4-1-1-e9 , the lands/house �- ...««.oma tnlm\ .c Official Seal is embossed Professional Surveyors & Mappers surveyed lie in Zone " x` A hereon. State of Florida SCALE: I"•20' DATE: 4-7-->7 FIELD BOOK 6'2-5 PAGE t a DRAFTSMAN• ' T w ORDER 97-"�Of-fi lk►1�l. 00 - F� - of. DAQ J e 4 In '1 1 �l �] o o% L� x two 2W Q tot aDOZ,w AM 2 C4 0 W`aAw x a► UJ tog >1 �„ _..... sN�v��sb3 der' c� J I M A P S H O W I N G • S U R V E Y O F Lot 77 , SELVA LINKSIDE UNIT 1 , according to the p at thereof recorded in Plat Book 44 , Page,,; 23 and 23A of the Current Public Records of Duval County , Florida . CERTIFIED TO: MILLS E. ROWLAND, REBECCA D. ROWLAND, OLD REPUBLIC NATIONAL TITLE INSURANCE 'COMPAWY 'AND - FISHER , ND - FISHER , TOUSEY , LEAS & BALL I4Fo' .T o P/�RILSiD� t?�\Yc tl1 d � f0 N lil d Q \`�ATG Id N u 0 PoVr�tO � S6T ��2.. IRor�J Ictoti PvE � P\PG �r+.O.GRO ASgE.L.L> e•-i 1 I' C -IL /N V 61 iv 7T W =o r x x 0 I- 0 0 1 'o T o Pa Z ICS 1 o IG r> tl_ i= IS, Fovrlo S. 83�4'20 %Ro N 01P� - L... 1 f`..1 ►-G S � U�.. C'�'FC t v'E. ( r.�O.Or•�IGNT-�F- WP��(� LE( END- ELLIS, CURTIS & KOOKER, INC. ❑ CONCF=TE MONUME IT LAND SURVEYORS AND PLANNERS 0 IRON I IPE OR ROD 1660 EMERSON STREET (LB # 3080) 5531 BRANDIES AVENUE o/E OVERH AD ELECTRIC JACKSONVILLE, FLORIDA 32207 A' CALLAHAN, FLORIDA 32011 (904) 396-6334 (904) 879-9161 o/T OVERH AD TELEPHC IE FAX (904) 396-9997 \FAX (904) 396-9997 x CROSS-CUT IN Cot CRETE GENERAL NOTES: \ X_x FENCE 1.11his is a: 2. No obstrac of Title furnished. KARLD U. LNERILIT. JR. No. 32D7 \ As best deterr lined from an 3. Not abstracted for easements. inspection of load Insure nce Rate 4. Basis of Bearings: o.ssvntieo LOUIS J. EVERETT Map: I-L 00 y 0001 o e. *&N' 00" w. s�e.ua Not valid unless Surveyor's Certificate No. 4099 doted4-I1-e the Ic 1ds house ` �..a�.oe oca...c Official Seol is embossed Professional Surveyors & Mappers surveyed lie it Zone hereon. State of Florida SCALE: 1"•2 c DATEL 4-7-�7 FIELD BOOK&-z S PAG f 40 DRAFTSMAN, T•w. ORDER _ LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 /199$ Re: -Wind Loading Requirements For The New Residence Located On �,at #'j" elva ` S; C Atlantic Beach, Fl. TO WHOM IT MAY CONCERN: - The architectural plans of the subject residence have been reviewed by myself for compliance with section 1606 of the 1994-SBC for wind speeds of 100 mph and concluded that the residence structure will satisfy the wind loading requirements of section 1606 of the 1994-SBC as long as sheets # q thru of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions either through soil report or soil removal ,then I shall be notified and possible footing design revisions may have to be implemented prior to commencing work, f) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis . A copy of the calculations is attached to this letter for the record. Please let me know, if further help is needed. Sincerely V Louis s. Gabriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATED ON -011 S ELVR LINK 5 i DE U N iTl ATLANTIC. BEACH,FL.THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1994-STANDARD BUILDING CODE" PREPARED BY:-LOUIS GABRIEL,P.E. 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Q AFf.1/2 INYL 0 C71AlIF1ECF' • ICA Q�py L Oil REM IFIR t¢ v lfaio MiE IK CL: • Al1N9NL tr-4a/r DW m O �,,• ,• ,• �T��+ s oWRDON Ir-sza � —# 131 Z Q0 G b rF,mrr U O 2 * mm If-r X 17-� M P 2 r Fars y6e w �I ZaY C !w p 3 co 011lEi p —r I g m w C •.4, z21a Q F-- S J pt1 r Bw F1wrlaflQr 31.11 Z p Z an GA(tAGE m tsnx3e 6 _ ,n o Ln a In C-4 mm"ur-4-V W V Q N r s1Fr � � •-- � 1� I NUE 3o+ j r-r FEMN '3 stloE„saF�aw �' BATE:- 1/16/98 I# au1� Pm PAGE: c r 1 1aIo x T4 c 3 19'9 x 19'5 „-►{-3142, SCALE: 1/411 j in `J CUSTOMER: ` I Lf ANG AREA I 854 s a ft 1` ROWIAND � �• 11WIaCNaI i -- aeowbo.�.a1tm�r.x+.r 31t r.lwkr a ohm 02 ai111eo14f�a31hdnl pF31i,xi r.re 1�Iw fl lr Te III r4::::::In uwtlixw�.rx�xtl31twlrw I tl�iliir tf,31Axiir� 21% - 117--y m" r NiK Sr I Mitis Ntx!nr Mir r 131ammmddow Skeetj" 10 #ir�iY Idty eeix�Y/b �' r �isr)K b 1M dl31fi��9b dF�1x31 ee,lxei�M(w **SEE DETAILS ON SHEET 7Ow 1w,31::.or d1•�,x.xd Uat m IN&oft on fid ow Iw.Ir WjL ,, Date S7 heet �• GG.btfie�-i PSC- � 5heArr• A,\a.�S%t FDr 5ecc"A 5 tori wok lls C7 • Tine Fotjow;wna otdivC L; t 4 G,cter61. a fpLa t t� C.�, Y&f- 0A%%4: (A)0,LL N d. ; - 5 ee CLLtaJ%J PLOD r P4A W a,u to Cak►g-V+ It tA.r:- w;(>W, C 1•e 'See 0.�toLavl P100y' Fla•,+,) U N it or ;- f (-Fee'twe Lew:V- of Wdl W�a fes ist, S1 C-alr It %I7 M N -A ei 5�t � 5t e arca, . P L-am J) -e►1 :- Sw~cr t►uv% o F Plc,, -11-u- U i o• - b o4:L Poo rs ---`.��r:- -EFfectidt_ foof keit -&xpoSeJ to Pressure = ( "MHK'�- iii ) , o�PPlichb(e t^1h�.ti.. �oo.F.. ��kcQ, i S moc� 4�,�►.. 7 Eo 12 (( See S4cet #'Z) c J...�ress w.re cT� �o o G CC a�QticA-ble. (, kl," ro o F ��tc 1. ti i yv�nr c N• CF)CW) _.._..,;„ ir M : U tJ $kUct�r Na-e. + ('1r) (-? r) (w-) 0•T•Nt OVertar�"^`J -mc - C F)C-�,):.�. � �Y� C-�t�) tu-) (-' t-Qnrlt ) " T or*c. :- TvAsiu� or cow' rfeZIL"A = -Cwaa wee ,t)(Q/L) Si waY�� f��c r 5po4y%a For )-&b mL L04 Tra,�%S der AUc o r SpLi vt8 FO{ U P U H7 L06J- T"' 9es��^ C ri ter o► :- Extexiur' was ALLmj, 'str shear,='743 16, Vj"T V- " SENA Co "3) ALLOW, st V?GbF --1423 ,a lb% (rrgrpGga�'stnnco "� hlow. ttfcf Te Lim %r o=i M per Seled45tf-f 7/I fog Q S 8 •Shea-��in�, hcci L� u�i g cQ C Uv► v►� Ina lS VrlIeSS �no�e� o wise For Imterior WaA-s P}lLoW • 5tyr,p 5\Aeanror5a*me Qs hese For ��;or 1�Z C' P•S�eA�{u.J q�J1 'OdA. i..Qefwt`c- Sheet Date L L , P. of TO 5 tY S Pa-� Fay- upt-;- Were. 5r = 14Z3 lbs wY RrpGA $'34 U Acts u pli P� u-t-A fooF t,;� PIP Z = 1-0 ( UJ" F0.cW-r s t;A C t. � f•. F t Z TO FL�J Foy -Shear W�l&e. : Fes: 77.5 IbS Far FRPI$F a JA0v- " S'lwfSvv►' . ?r' = Ac-Ea s lit e.ar .cry W c'�A w► CF Z = o Cwt Fa.ctoY- i5 UCLA? u.. FL 3 TO f uKj 77_ _ -f tr Yj S tY�u•�C�+ A116w, 1e4iSiw. T� 10a�'c :::D„ ..r,Ot �C ry v-.,— a V a,Ci�� 0 RTP&A, H c PFA , --•etz• 5� W"t ;1te.ct For W 41S I�OA Sl ee t # 10 ' Fo r SlALa,.Y• CeljC LA-&ji "vt S• �a' .74 A u J7ra r rr ry.-7.F0,17T CSD msx IUlm rauoxa.r-r I BKIH G G nmmwwu 4'xS4+ L ` i Ir J.A Z (� w mug AA YIlS1ER ROAN I 0 xe 118x19 , ?4 cis s -----------L' K Z � Z c aaxaa®r�s rnsiaae J K a,n K n OPEN BELOW c i aaxr am WMML C. I K BKIH WILL r .X e 1- wawa N u raw L a� �-- ram uu a, C 11'E x 114 Cl) 711xl� C ` OPEN BELOW 31 CLOSET O R r; OPEN BELOW r aua 10'10 x 74 C arer , a C C C � (33ow I u IS.i. �aof ��.�-Pd d-� 1.�\- . C1;� �q. �k• Fro4 P sol_ Tt a,s o q - f FLOOR PLAN. n n iy 0 0 0 �a G J01 JO1 y nY Y n q _ B) — O J03 J03 104 O O O O O O GAO 704 JOt 4) — O J01 J03 J03 Jo4 J04 T12 Tt3 T1A T14 T15 JOt F r h J03 h r JO4 Y 0 1 r � 0 in O n O o m n - JO- -7 27 J01 �� CO2 tt T076 (0)= F02 ' 01ILA 7) — J 5s 1,f076 Q� Rl 0 O O O Q`� 02 C, 0 T07A NM N Q 707 � a I 5 ( ) F J02 J02 7\ J01 ( ) 70 J01 T �O n 10, N O G O O O O � rr r r � True Truss,lnc. 10411 Alto DriveName: RICRARD THOMPSON Descriplion. ROWLAND RES. Jocksonville FL 32226 Address: Job: Telephone: (904) 971 421 757-7500 Telephone: Fax: (904) 757-7336 Scale: 1 : 128 dale: 2/26/98 Drown MEJ BEAM 1 WWI%C/ 4 Pcs of 1.75" x 16" 2.0E Parallarn® PSL TJ•Besm- v5.03 Serial Number.707201386 BEAMusA 1111 2/26198 9:32:37 AM Page t of 1 Build Cods:041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED :[2 21-4" Product Diagram Is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR-RES.Application. Tributary Load Width:V Loads(psQ:40 Live a1100%duration,12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniforrn(pIQ Floor(1.00) 0 100 0 to 21'4' Adds to Uniforrn(plo Floor(1.00) 159 59 4'1"to 16 11" Adds to UniformoM Roof(1.25) 57 49 0 to 21'4" Adds to Point(Ibs.) Roof(1.25) 239 203 T Adds to Point(tbs.) Roof(1.25) 233 199 18'4" Adds to Point(lbs.) Roof(1.25) 2010 1010 4'1" Adds to PointQbs.) Roof(1.25) 2010 1010 16 11" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER .' 1 2x4 plate 3.50" 2.708" Left Face. 4351(81.25)/3704/8055 Detail A3 1.25-LSL Rim 2 2x4 plate 3.50' 2.658" Right Face 4251(81.25)1 3657/7907 Detail A3 1.25-LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(th) 8006 7579 27067 Passed(28%) LT.end Span 1 under Roof loading Moment(ft-ib) 39919 39919 87384 Passed(46%) MID Span 1 under Roof loading Live Defl.Qn) 0.399 0.700 Passed(U631) MID Span 1 under Roof loading Total Deg.Qn) 0.731 1.050 Passed(LM45) MIO Span 1 under Roof loading Deflection Criteria:STANDARD(LL:LlJ60,TL:L/240). ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMillan(rJ14. TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,Input design bads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design.methodology was used for Building Code BOCA analyzing the TJM Distribution pioduct listed above. -Bracing(Lu):All compression edges Qop and bottom)must be braced at 2'ir.afc unless.detailed olhefwise."Proper attachment and positioning of lateral bracing Is required to achieve member stability. -Note:See TJM SPECIFiER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: !971421 True Truss,1nc. Richard Thompson Michael E.Jackson Rowland Residence 10411 Alta Drive Jacksonville,FL 32226 (904)757-7500 (904)757-7338 . Copyright O 1997 by Trus Joist MacMillan,a 6mW partnership,Boise.Idaho,USIA TJ-Beams b a trademark of Trus Joist MacMilhn. PsrshmO Is a registered tradematt of True Joist MacMillan. a?W/V BEAM 2 TJ-Beam 1 4.03 Serial Number:707201386 6EAMUSA 1111 2/26!98 6:56:05AM 2 PCs of 1.75" x 16" 2.0E Parallam®PSL Pape 1 of 1 Build Code:041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LiSTED F- :[2 20' Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR-RES.Application..Tributary Load Width:V 4" Loeds(paf):40 Live at 100%duration,12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pll) Floor(1.00) 0 100 0 to 20' Adds to Uniform(plf) Roof(1.25) 93 80 0 to 20' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 plate 3.50' 2.419" Left Face 1463(81.25)/2135/3598 Detail A3 1.25-LSL Ram 2 2x4 plate 3.50' 2.419" Right Face 1463(81.25)12135 13598 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 3538 3014 13533 Passed(22%) LT.and Span i under Roof loading Momenl(ft-Ib) 17397 17397 43692 Passed(40%) MID Span 1 under Roof loading Live Defl.(tn) 0.221 0.856 Passed(L/999+) MID Span 1 under RooUtieding Total Defl.(in) 0.543 0.983 Possed(L/435) MID Span 1 under Rdof loading -Deflection Criteria:STANOARD(LI-11360,TL:L/240). ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software wilt be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST WCHLLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress.Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8" o%unless detailed otherwise. Proper attachment and posltioning of lateral bracing is required to achieve member stability. -Note:See TJM SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. t PROJECT INFORMATION OPERATOR INFORMATION: 9971421 True Tntas,inc. Richard Thompson Michael E.Jeckson Rowland Residence 10411 Alta Drive Jacksonville,FL 32226 (904)757-7500. (904)757-7336 Copyright O 1997 by Trus Joist MacMillan,■8mked partnership,Bore,Idaho,USA TJ•Sesrn* in a trademark o Trus Joint MacMMlan. Paraffnm*Is a fpintered trademark of Trus Joint MacMillan. C 7 IV4 7% BEAM 3 TJ-BeamTM v5.03 Serial Numberr::707201386 3 Pcs of 1.75" x 16" 2.0E Parallam® PSL BEAMUSA 1111 4IMS 9:36:36 AM Page 1 of 1 Build Codr.041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 17'4" Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR-RES.Application. Tributary Load Width:V Loads(psf):40 Live at 100%duration,12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pil) Floor(1.00) 385 143 0 to 1T 4" Adds to Uniforrn(pll) Floor(1.00) 100 30 0 to Ir 4" Adds to SUPPORTS: INPUT BEARING REACTIONS(ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 plata 3.50" 2.86" Left Face 4550/1831/6381 Detail A3 1.25"LSL Rim 2 2x4 plate 3.50" ,2.86" Right Face 4550/1831/6381 Detail A3 1.25'LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(,):A3. -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shearob) 6258 5184 16240 Passed(32%) LT.end Span 1 under Floor loading Moment(ft-lb) 26597 26597 52430 Passed(51%) MID Span 1 under Floor loading Live Defl.(in) 0.301 0.567 Passed(L/677) MID Span 1 under Flogr loading Total Defl.Qn) 0.423 0.850 Passed(L/483) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:LI360,TL:Ln40). ADDITIONAL NOTES: -MPORTANTI The analysis presented is output from software developed by Trus Joist MacMilian(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Note:See TJM SPECIFIEKS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: 0971421 True Truss,inc. Richard Thompson Michael E.Jeckson Rowland Residence 10411 Alta Drive Jacksonville,FL 32226 (904)757-75M (904)757-7336 Copyright*1997 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-Beam* M s trademark of Trus Joist MaeMllan. Pora6ame is a registered trademark of Trus Joist MaeMaan. BEAM 4 TJ-Seam"' vS.03 SerisrNumber:707201386 2 Pcs of 1.75" x 16" 2.0E Parallam® PSL SEAMUSA 1111 2/28/98 713:28 AM Paye 1 of 1 Suld Code:041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1#9 ;[ Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR-RES.Application. Tributary Load Width:l' Loads(K:40 Live at 100%duration,12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pb) Floor(1.00) 0 100 01013, Adds to Uniform(pif) Floor(1.00) 159 59 0 to 13' Adds to Uniforrn(pll) Roof(1.25) 43.3 38.5 0 to 13' Adds to Unlform(plf) Roof(1.25) 65 55 0 to 13' Adds to SUPPORTS: INPUT BEARING REACTIONSQbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Perallarn49 PSL,PPCB 3.50" Hanger Left Face 1997(21.25)1 1633/3830 Detail H1 2 ParaftarrA PSL,PPCB 3.50" Hanger Right Face 1997(R1.25)/1833 13830 Detail H1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):H1. HANGERS: SIMPSON STRONG-TIE CONNECTORS® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Face HU414 0 No No N/A WA 24-160 WA ►• 12-10D Right Face HU414 0 No No WA WA 24-16D WA 12-10D -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity.See Hanger Manufacturer's literature for limitations, DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION ShearQb) 3659 2345 10827 Passed(22%) LT.end Span 1 under Floor loading Moment(ft-Ib) 11357 9270 34954 Passed(27%) MID Span 1 under Floor loading Live Defl.Qn) 0.081 0.414 Passed(./999+) MID Span 1 under Roof loading Total Den.Qn) 0.155 0.621 Passed(L1960) MID Span 1 under Roof loading =Deflection Criteria:STANDARD(LL:IJ360,TL:U240). ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMlllan(TJM). TJM warrants the sizing of its products by this software will be accomplished In accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not an p,oducts are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product gated above. -Bracing(Lu):AN compression edges(op and bottom)must be braced at 2'8 de unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. -Note:See TJM SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: #971421 True Tnrss,inc. Richard Thompson Michael E.Jackson Rowland Residence 10411 Ana Drive Jacksonville,Fl.32226 (904)757-7500 (904)757-7336 CopAht O 1997 by Trus Joist MacMiltan,a 11miled partnership,Boise,Idaho,USA. TJ-Beam"'Is a trademark of Trus Joist MacMillan. Parallame is a registered trademark of Trus Joist MacMWan. SIMPSON STRONG-TIE CONNECTORS*is a registered trademark of SIMPSON STRONG-TIE COMPANY,INC. Job Truss Truss Type City Ply Richard Thompson-Rowland Res. • 971421 F01 FLOOR 8 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:14 1998 Page 1 1 1-3-0 , 1 1-34 , 1x3= 1x3= 3x3= 3x3= 1x3 3x3= 3x3= 1 2 A 4 5 12v V11 13 10 9 8 7 3x3= 3x3= 1x3 (► 3x3= 3x3= 3x3= 6-3-8 " 8-3.8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.02 8 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.03 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TW 0.01 6 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) Mn Uength/LL deft*360 Weight:46 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or"-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 11-436/0-3-0,6--436&3-0 FORCES (Ib)-First Load Case Only TOP CHORD 11-12=-429,1-12=-429,6-13=-433,5-13=-433,1-2=-374,2-3=-717,3-4=-717,4-5=-380 BOT CHORD 10-11=22,9-10--717,8-9=717,7-8=692.6-7=22 WEBS 5-7=485,1-10=478,4-7=-435,2-10=-466,4-8=34,2-9=26,3-8=-13 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and faslened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise Indicated. 4)This truss has been designed for both TPI-85 and ANSV TPI 1-1995 plating criteria. LOAD CASE(S) Standard ssnww � 4. CAR No 8 3 EOF :@ ss�oNAL r Job * Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 F02 FLOOR 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 �7 p 4.0.32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:17 1998 Page 1 1x3= 3x3= 3x3= 1x3= 3x4= 3x3= 3x3=3x6 FP= 3x3= 3x3= 3x3= 3x3= 3x4= 1 2 T1 3 45 6 7 8T2 9 10 11 A 1 26 B1 B2 24 23 22 21 20 1918 17 16 15 14 13 12 3x3= 3x3= 3x3= 3x3= 1 x3 11 3x3= 3x3= 3x5= 3x5= 1 x3 11 3x3= 3x6 FP= 3x3= 21-4-0 w 21-4-0 Plate Offsets X 11:0.1-8 ed e LOADING(psf) SPACING 1-4-0 C31 DEFL Qn) Qoc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Veo(61L) -0.31 19 2-822 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.42" 19 ,597 BCLL 0.0 Rep Stress Incr YES WS 0.41 Horz(fL) 0.07 12 n/a SCOL 5.0 Code SBC/SBCCI QVIatrix) Min Length/LL dell=360 Weight:112 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21) TOP CHORD Sheathed or 6-0-0 on center pudfn spacing, except and verticals. BOT CHORD 4 X 2 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS Qb/size) 24=769/0-8-0,12=769/041-0 FORCES Qb)-First Load Case Only TOP CHORD 24-25=-765,1-25=-764,12-26=-765,11-26=-764,1-2=-795,2-3=-2007,3-4=-2823,4-5=-2823,5-6=-3259,6.7=-3377,7-8=-3259,8-9=-2823,9-10=-2007, 10-11=-795 BOT CHORD 23-24=40,22-23=1500,21-22=2496,20.21=3133,19.20=3377,18-19=3377,17-18=3377,16-17=3133,15-16=2496,14-15=2496,13-14=1500,12-13=40 WEBS 11-13=1027,1-23=1027,10.13=-981,2-23=-981,10.14=705,2-22-705,9-14--681,3-22=-681,9-16=455,3-21-455,8-16--431,5-21--431,8-17=176, 5-20-176,7-17=-159,6-20=-159,6-19=4,7-18=4 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastgned to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard G •�: No. 83 E OF O . RVICi •� ss�NNA � I �'�� Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 F03 FLOOR 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:201998 Page 1 1x3= 14 II 3x6 FP= 1x3= 3x4= 34= 34= 3x3= 34= 34= 34= 34= 3x4= 1 2 3 T1 4 5 6 7 8 9 T2 10 11 21 1B2 v1 25 44 23 22 21 20 19 18 17 16 15 14 13 12 3x3= 3x3= 3x3= 34=14 11 34= 3x3= 3x5= 3x5= 3x6 FP= 3x3= 34= 20-9-0 20-9-0 Plate Offsets 11:0-1-8 ed e LOADING(pst) SPACING 1-4-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 -Vert(LL) -0.29 16-17 X854 M20 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.83 ` Vert(TL) sb.39 16-17 "23 SCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.07 12 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) Min Length/LL def!=360 Weight:107 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21) TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.20 BOT CHORD Rigid ceiling directly applied or 1040.0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 23-747/0-8-0.12-747/0-4-0 FORCES (Ib)-First Load Case Only TOP CHORD 23.24=-744,1-24=-743,12-25=-744,11-25=-743,1-2=-770,2-3=-1941,3-4=-2702,4-6--3163,5-6=-3163,6-7--3102,7-8=-3102,8-9=-2711,9-10=-1939, 10-11=-771 BOT CHORD 22-23=38,21-22=1453,20-21=2408,19-20=2408,18-19=2991,17-18=3163,16-17=3163,15-16=3003,14-15=2405,13-14=1454,11-13=38 WEBS 11-13=995,1-22=994,10-13=-951,2-22=-951,10-14=674,2-21678,9-14=-648,3-21=-649,9-15=426,3-19=409,8-15=407,4-19=-402,8-16=137,4-18=234, 6-16=-83,5-18=-103,6-17=-50 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard Mre V. Cq 4 03 TE OF `�swNAL e Job • Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 F04 FLOOR 13 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 a Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:22 1998 Page 1 1x3= 1x311 3x3= 1x3= 3x4= 3X3= 3x3= 3x3= 10 11 3x3= 3X3= 3x4= 1 2 3 4 5 T1 6 7 8 9 10 29v EEzSz7E:4 61 122 20 19 18 17 16 15 14 13 12 11 3x3=3x4= 3x3= 30= 3x3= 3x3= 30= 30= 3x4=30= 19-6-8 Plate Offsets 10:0-1-8 ed e LOADING(pso SPACING 1-4-0 C51 DEFL On) Poe) t/detl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(Ll) -0.22 15-16 > IM2 999 0 249/190 TCOL 10.0 Lumber Increase 1.00 BC 0.64 Vett(TTL) -0.3015-16 >772 BCLL 0.0 Rep Stress incr YES WB 0.37 Horz(TL) 0.06 11 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=360 Weight:101 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Iblsize) 20=703/0-8-0,11-703/0-3-0 FORCES Ob)-First Load Case Only TOP CHORD 20-21=-700,1-21--699,11-22--700,10-22=-699,1-2-720,2-3--1798,3-4--,2474,4-5-2805,5-6-2806.6-7-2805,7-8-2474,15-9-1798,940-720 BOT CHORD 19.20=36,18-19=1357,17-18=2222,16-17=2709,15-16=2805,f4-15=2709,13-14=2222,12-13=1357,11-12=36 WEBS 10-12-930,1-19=930,9-12=-886,2-19=-886,9-13-613,2-18613,8-13=-589,3-18--589,8-14-351,3-17-351,7-114-327,447-327.7-115=1131,4.16s131, 5'18-76,6-15=-76 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10.0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to wells at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard emeuur U Q r G4' 80 ATE OF Job s Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 F05 FLOOR 11 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 0 6 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:251998 Page 1 1x3= 1411 1x3= 3x4= 3x3= 34= 34= 30= 3x3= 34= 3x3= 3x4= 1 2 3 4 5 6T1 7 8 9 10 1 23 EM' 1 21 20 19 18 1716 15 14 13 12 11 34= 34= 3x3= 34= 34= 3x3= 34= 3x4= 3X4-- 14 I I 3x3= 20-0-0 20-0-0 Plate Offsets : 10:0-1-8 ed e LOADING(psQ SPACING 1-4-0 CSI DEFL On) Qoc) 1/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 2-974 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.33 15•16 2-710 BCLL 0.0 Rep Stress Incr YES WS 0.38 Horz(TL) 0.06 11 n/a SCOL 5.0 Code SBC/SBCCI (Matrix) Min Length/.LL dell=360 Weight:105 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS Qb/size) 21=720/0-8-0,11-720/0-8-0 FORCES Qb)-First Load Case Only TOP CHORD 21-22--716,1-22=-715,11-23=-716,10-23=-716,1-2=-739,2-3=-1853,3-4=-2560,4-5=-2945,5-6=-2945,6-7=-2902,7-8=-2566,8-9=-1851,9-10$-739 BOT CHORD 20-21=37,19-20=1394,18-19=2292,17-18=2817,16-17=2945,15-16=2945,14-15=2828,13-14=2289,12-13=1395,11-12-37 WEBS 10-12-955,1-20-954,9-12=-911,2-20=-911,9-13=635,2-19=638,8.13=-610,3-19=-611,B-14-385,3-18=372,7-14-365,448-359,7-15--103,4-17=173, 6-15=-58,5-17=-49,6-16=-64 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard reperelN �4. CA QQ •''� IF-1 .4 80 ATE OF S•��R10 G��i S70NAL \ Job Truss Truss Type , Qty Ply Richard Thompson-Rowland Res. 971421 CJOI ROOF YRUSS 3 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 WTek Industries,Inc. Thu Feb 26 09:41:021998 Page 1 -1-10-10 -r 4.2-15 1-10-10 4-2-15 3 5,66 12 5 2 6 1 2x4= 4-2-15 r _ � 4-2-15 LOADING(psl) SPACING 2-0-0 CSI DEFL On) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.01 24 2,999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.15 1-2 -170 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hft(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SSCCI (Matrix) Min Length/LL deft-360 Weight:IT lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-0-7 on center bracing. REACTIONS Qb/size) 3=14/0-1-8,2=157/0-11-5.4-33/0-1-8 Max Horz 2=196(load case 4) Max Uplift3=-530oad case 2),2--2590oad case 4) FORCES (ib)-First Load Case Only TOP CHORD 1-2=44,2-5=26,3-5--57 BOT CHORD 2-6=0,4.6=-0 NOTES 1)This truss has been'designed for the wind foods generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SSC/SSCCI N end verticals exist,they are not exposed to wind. N cantilevers exist,they are exposed to wind. N porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 259 ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular.Lumber Increase-1.25,Plate Increase-1.25 Uniform Loads(pIQ Vert:1-2--64.0,2-5=-54.0,3-Sm-54.0,2-6-L20.0,4-6--20.0 Concentrated Loads Qb) Vert:5=187 6-22 2)Wind Left:Lumber Increase-1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2-69.3,2-5=46.1,3-5=46.1,2-6=-10.0,44=-10.0 Horz:1-2=-79.3,2-5=-56.1,3-5=-56.1 4. ``A p Concentrated Loads Qb) �............ =- , Vert:564 6=37 C ., 3)Wind Right:Lumber Increase-1.33,Plate Increase-1.33 (� Uniform Loads(pit) N 8 3 Vert:1-2=84.3,2-5=31.2,3-5=31.2,2-8=-10.0,441=-10.0 Horz:1-2=-94.3,2-5-41.2,3-6-41.2 Concentrated Loads Qb) "0 TE OF Vert:5=-64 6=37 4)1st Wind Parallel:Lumber Increase-1.33,Plate Increase-1.33 ..R�OQ' Uniform Loads(Pm Vert:1-2-84.3,2-5--46.1.3-5=46.1,2-6--10.0,4-6=-10.0 ss��NAI. Horz:1-2=-94.3,2-5=-58.1,3-5=-58.1 Concentrated Loads Qb) Vert:S=-64 6=37 Job Truss Truss Type Oty Ply Richard Thompson-Rowland Res. 971421 CJ02 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:051998 Page 1 r -1-10-10 1 3-8-2 , 7-0-14 1 1-10-10 3-8-2 3-4-11 4 5.66 12 3x4,:;-,- 9 3 00 r c� W1 8 N 2 �I 017 10 7 11 8 2x4= U4 1.5x4 j 3-8-2 7-0-14 , 3.8-2 3-4-11 LOADING(psf) SPACING 2-0-0 C31 DEFL On) Qoc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.03 6-7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.18 Vert(TL) 0.13 1-2 >796 BCLL 0.0 Rep Stress Incr NO WB 0.19 —Horz(TL) -0.01 5 n/a SCDL 10.0 Code SBC/SSCCI (Matrix) ' Min Length f LL dell-360 Weight:33 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center puriin spacing. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 0-3-3 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=93/0-1-8,2=223/0-11-5,5=107/0-1-8 Max Horz 2-271(food case 4) Max Upiift4--124Qoad case 2),2=-542Qoad case 4),5=-3500oad case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2-44,2-8=-174,3-8---224,3-9=-27,4-9--32 BOT CHORD 2-10--147,7-10=147,7-11-147,6-11-147,5-6=0 WEBS 3-7-94,3-6-170 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. 9 porches exist,they are exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip increase Is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)A8 plates are M20 plates unless otherwise Indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,S. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 Ib uplift at joint 4,542 ib uplift at joint 2 and 350 Ib uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSVTPI I-1995 plating criteria. LOAD CASE($) 1)Regular:Lumber Increase-1.25,Plate Increase-1.25 Uniform Loads(plf) Vert:1-2--54.0,2-8=-54.0,3-8=-54.0,3-9=-54.0,4-9=-54.0,2-10=-20.0,7-10=-20.0,7-11--20.0,6-11=-20.0, 5-6=-20.0 Concentrated Loads Qb) Vert:8=187 9=410=2211=-16 aeon 2)Wind Left:Lumber Increase=1.33,Plate Increase-1.33 aG+Ae� Uniform Loads(plf) NF �7 1 =79.3,2-8=-41.2,3-8=-41.2,3-9--56.1, 4-9=-56140.3,7-10=40.3,7-11■40.3,6-11-40.3,5-6=40.3 Horz:1 2 �QQ`G�ATII•••'• Concentrated Loads Qb) 3` NO. Vert:8=-64 9=15910=37 11-112 3)Wind Right:Lumber increase-1.33,Plate Increase=1.33 Uniform Loads(IM of Vert:11-2=84.3,2-8=46.1,3-8=46A,3-9=31.2,4-9=31.2,2-10=40.3,7-1()-40.3,7-11-40.3,6-11-40.3,5-6=40.3 Horz:1-2=-94.3,2-8=-56.1,3-8=-56.1,3-9=-41.2,4-9=41.2 mo....' Concentrated Loads Qb) NAI.. Vert:8=-64 9=159 10-3711-112 4)1st Wind Parallel:Lumber Increase-1,33,Plate Increase-1.33 Continued on page 2 Job Truss Trust Type Oty IPly Richard Thompson-Rowland Res. 6 971421 CJ02 ROOF TRUSS 2 1 _fRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0 32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:061998 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=84.3,2-8=46.1,3-8=46.1,3-9=46.1,4-9=46.1,2-10=40.3,7-10=40.3,7-11=40.3,6-11-40.3,5-6=40,3 Horz:1-2=-94.3,2-8=-56.1,3-8--56.1,3-9=-56.1,4-9=-56.1 Concentrated Loads Ob) Vert:8=-64 9=159 10=37 11=112 � r toll"" oe �N • �q9 Q•:v No. 8 3 it T R1VP'�t, Job Truss Truss Type Qly Ply Richard Thompson-Rowland Res. 971421 CJ03 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:091998 Page i r -1-10-10 5-1-2 9-10-13 1-10-10 5-1-2 4-9-11 4 5.66 12 3x4 9 1 3 0 W1 7 r 2 1 � 1 2X6- 10 116 12 5 U4 I I 1.5x4 5-1-2 , 9-10-12 9 10-13 5-1-2 4-9-10 0-0-1 Plate Offsets MYT 12:0-8-0,0-1-61 LOADING(psQ SPACING 2-0-0 CSI DEFL (In) Qoc) Wen PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert LL) 0.09 5-6 > M2 999 0 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.32 Vert�;PC) 0.10 r1-2 >257 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Mn Length/.LL den=360 Weight:45 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center puriin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-3-15 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 4=159/0-1-8,2=353/0-4-15,5-29510-3-0 Max Horz 2=346(load case 4) Max Upiift4=-235Qoad case 2),2=-567(load case 4),52-491(load case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2=44,2-7--473,7-8--534,3-8=-466,3-9=-97,4-9-57 BOT CHORD 2-10-448,10-11-448,6-11=448,6-12=448,5-12=448 WEBS 3-5--603,3-6-121 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition 1 enclosed building,of dimensions 59 It by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If and verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. H porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)Is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 Ib uplift at joint 4,567 Ib uplift at joint 2 and 491 Ib uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54.0,2-7=-54.0,7-8--54.0,3-8=-54.0,3-9--64.0.4-9--54.0,2-10=-20.0.10-11=-20.0,6-11=-20.0, 6-12=-20.0,5-12=-20.0 Concentrated Loads Qb) '00esue Vert:7=187 8=4 9-12310=22 11=-1612=-56 2)Wind Left:Lumber Increase-1.33,Plate Increase-1.33 V•C4A Uniform Loads(ph) �Q�; �(j L;• Vert:1-2-69.3,2-7=31.2,7-8-31.2,"-31.2,3-9=46.1.4-9-46.1,2-10--10.0,10-11=-10.0,6-11=-10.0,6-12=-10.0, • G�' J• 5-12=-10.0 N 8 3 Horz:1-2=-79.3,2-7=-41.2,7-8=41.2,3-8=41.2,3-9--58.1.4-9--.56.1 Concentrated Loads Qb) Vert:7=-64 8=159 9=32210=3711=112 12=193 TE OF 3)Wind Right:Lumber Increase-1.33,Plate Increase-1.33 Uniform Loads(pIQ Vert:1-2-84.3,2-7-46.1,7-8=48.1,3-8=46.1,3-9=31.2,4-9-31.2,2-10--10.0,10-11=-10.0,6-11=-10.0,6-12=-10.0, ss�ONal 5-12=-10.0 I I [� Horz:1-2=-94.3,2-7=-56.1,7-8=-56.1,3-8=-56.1,3-9=41.2,4-9-41.2 Concentrated Loads Qb) Vert:7=44 8-159 9=322 10=3711-112 12=193 Continued on pie 2 Job . Truss Truss Type Oty Ply Richard Thompson-Rowland Res. 971421 CJ03 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:091998 Page 2 LOAD CASE(S) 4)1st Wind Parallel:lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1.2=84.3,2-7=46.1,7-8=46.1,3-8=46.1,3-9=46.1,4-9=46.1,2-10=-10.0,10-11=-10.0,6-11=-10.0,6-12=-10.0,5-12=-10.0 Horz:1-2=-94.3,2-7=-56.1,7-8=-56.1,3-8=-56.1,3-9=-56.1,4-9=-56.1 Concentrated Loads(lb) Vert:7=-64 8=159 9=322 10=37 11=112 12=193 + x „�g11111n1NNN tiN v' �A Qa `:•�;'iFr' Q r CGS .4 80r ATE OF s�vNAL To-b-. Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 9714 1 CJ04 ROOF TRUSS 1 1 TRL'°TRUSS INC.,JACKSONVILLE FL. 32226 4.0 32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:111998 Page 1 -1-10-10 , 4-2-15 i r 1-10-10 4-2-15 3 5.66 V2 N 5 2 6 1 2x4= 4-2-15 4-2-15 LOADING (pst SPACING 2-0-0 CSI DEFL (in) Qoc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.01 2-4 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.05 Vert(TL) 0.15 1-2 1-170 BCLL 0.0 Rep Stress Incr NO WB 0.00 HorfTTL) -0.00- 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=360 Weight:17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-0-7 on center bracing. REACTIONS (Ib/size) 3=14/0-1-8.2=157/0-11-5,4=3310-1-8 Max Horz 2-196(load case 4) Max Uplift3=-53(load case 2),2=-259Qoad case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2-44,2-5=26,3-5-57 BOT CHORD 2-6=0,4-6=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I ehclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip Increase Is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 259 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Load case(s)1.2,3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASES) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54.0,2-5=-54.0,3-5=-54.0,2-6=-20.0,4-6=-20.0 Concentrated Loads Qb) Vert:5=187 6=22 2)Wind Left:Lumber Increase-1.33,Plate increase-1.33 Uniform Loads(pit) Vert:1-2=69.3,2-5=46.1,3-5=46.1,2-6--10.0,4-6=-10.0 Horz:1-2=-79.3,2-5=-56.1,3-5=-56.1 Concentrated Loads Qb) CA� Vert:5=-646-37 QQ;:�µTIF �• 3)Wind Right:Lumber Increase-1.33,Plate Increase=1.33 G Uniform Loads(pit) NO 8 Vert:1-2=84.3,2-5=31.2.3-5=31.2,2-6=-10.0,4-6=-10.0 Horz:1-2=-94.3,2-5=41.2,3-5=41.2 Concentrated Loads Qb) E OF Vert:5=-64 6=37 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase-1.33 Uniform Loads(pit) tr/Q• �� Vert:1-2-84.3,2-5=46.1,3-5=46.1,2-6--10.0,4-6--10.0 NAL Horz:1-2=-94.3,2-5=-56.1,3-5=-56.1 Continued on page 2 Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. p I 971121 CJ04 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILL FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:12 1996 Page 2 LOAD CASES) Concentrated Loads Qb) Vert:S=-64 6=37 r• NJ PAb- Jnr 'G No. 8 E OF ••�O RIOP'� ss�O NA1G Job Truss Truss Typer20 Ply 7ompson-Rowland Res. 971421 . J01 ROOF TRUSS i TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:271998 Page 1 -1-4-0 , 1-0-0 , 1-4-0 1-0-0 3 6.00 12 r; 0 2 B 1 . 1 2x4-- 1-0-0 1-0-0 , 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL an) (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.00 2 3-999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.03 1-2 3-694 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL),,, 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Lehgth/LL defl'�360 Weight:6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 0-11-1 on center bracing. REACTIONS Qb/size) 3=-39/0-1-8,2=178/0-8-0,4=9/0-1-8 Max Hoa 2=124Qoad case 4) Max Uplift3=-39Qoad case 1),2=-2900oad case 4),4=-190oad case 2) Max Grav3=136Qoad case 3),2-1780oad case 1),4=90oad case 1) FORCES Qb)-First Load Case Only TOP CHORD"1-2=41,2-3=-54 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20,ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,W mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 3,290 Ib uplift at joint 2 and 19 Ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard NV. CA Q`G��S IF••q No 8 a . EOFNAL �''•.,O R IOP'�� Job Truss Truss Type Qly Ply Richard Thompson-Rowland Res. 971421 J02 ROOF TRUSS 8 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 a Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:301998 Page 1 i -1-4-0 3-0-0 i 1-4-0 3-0-0 3 8.00 12 14 2 1 2x4= 3-ap 3-0-0 LOADING(psQ SPACING 2-0-0 CSI DEFL Qn) Qoc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Ved(TL) 0.05 1-2 3-343 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defter 999 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 2-9-8 on center bracing. REACTIONS Qb/size) 3=52/0-1-8,2=211/0-8-0,4-28/0-1-8 Max Horz 2=197(load case 4) Max Uplift3--80Qoad case 2),2--1920oad case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2=42,2-3=-58 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceaniine,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 2)All plates are M20 plates unless otherwise Indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 Ib uplift at joint 3 and 192 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASES) Standard �Vrwp CAR QQ`Gk�ZIF N 8 3 TE O R ss�7NAI��' Job Truss Truss Type Oty Ply I Richard Thompson-Rowland Res. 971421 J03 ROOF TRUSS 14 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.032 a Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:32 1998 Page 1 -1-4-0 3-0-0 i 1-4-0 3-0-0 3 8.00 12 ti N f` 2 1 2x4- 3-0-0 , y: 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL On) (loc) Udefi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.01 24 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.06 Vert(TL) 0.05 1-2 >343 BCLL 0.0 Rep Stress I`ncr YES WB 0.0 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft-360 Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2-9-8 on center bracing. REACTIONS Ob/size) 3-52/0-1-8,2=211/0-8-0,4--28/0-1-8 Max Horz 2=1970oad case 4) Max Upll t3=-80(load case 2),2--262Ooad case 4),4=-56(load case 2) FORCES Ob)-First Load Case Only TOP CHORD 1-2-42,2-3=-58 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf lop chord dead load and 5.0 psi bottom chord dead bad,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI K end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 3,262 Ib uplift at joint 2 and 56 Ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASES) Standard I iF q9 No. 8 3 E OF �;•..0R10,. �r s��NAL Job Truss Truss Type Gly Ply Richard Thompson-Rowland Res. 971421 " J03A ROOF TRUSS 7 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MITek Industries,Inc. Thu Feb 26 09:41:341998 Page 1 3-0-0 , 3-0-0 8.00 12 2 CIS Ej1 3 2x4= r 3-0-0 , 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL On) Ooc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL._-0.00 2 n/a BCDL 10.0 Code SBC/S8CCI (Matrix) Min Lenbth/LL deft a 999 Weight:10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2-10-8 on center bracing. REACTIONS Ob/size) i-106/0-1-8,2=78/0-1-8,3--2910-1-8 Max Horz 1=113(load case 2) Max Upliftla-13(load case 2),2=-106Ooad case 2) FORCES (ib)-First Load Case Only TOP CHORD 1-2=36 BOT CHORD 1-3=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 it above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip Increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1.2,3. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 106 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard kee ,*I.. CARS Q;�QiTiF �q• . CG F • No 8 3 TE OF •XO R1vP'�� ss�ONAt��' Job ® Truss Truss Type Cly Ply Richard Thompson-Rowland Res. 971421 J04 ROOF TRUSS 14 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:361998 Page 1 i -14-0 5-0-0 , 1-4-0 5:0.0 3 8.00 12 A 2 of . 1 2x4= s-o-o LOADING(psi) SPACING 2-0-0 CSI DEFL (in) Qoc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(I-L) 0.07 2-4 >879 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.07 1-2 >258 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL)-.-0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=360 Weight:19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 4-9-8 on center bracing. REACTIONS Qb/size) 3-116/0-1-8,2=275/0-8-0,4=48/0-1-8 Max Horz 2-272(load case 4) Max UpliR3=-1610oad case 2),2=-302(load case 4),4=-96(load case 2) FORCES Qb)-First Load Case Only TOP CHORD 1-2=42,2-3=51 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 R above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SSC/SBCCI If end verticals exist,they are not exposed to wind. N cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 Ib uplift at joint 3,302 Ib uplift at joint 2 and 96 ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard CA N 8 3 . yt TE OF s.,•OR10 6�� s�oNAL Job Truss Truss Type Gly Ply Richard Thompson-Rowland Res. 971421' JOS I ROOF TRUSS., 10 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0 32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:391998 Page 1 .1.4-0 7-0-0 J 1-4-0 7,0-0 3 8.00 12 o T ~ 2 �I o � 2x4= 7-0-0 : 7-0-0 LOADING(psi) SPACING 2-0-0 CSI DEFL on) Qoc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.24 1-2 >79 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(Tq -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell a 999 Weight:26 lb LUMBER BRACING . TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-941 on center bracing. REACTIONS Qb/size) 3-174/0-1-8,2=345/0-3-8,4--68/0-1-8 Max Horz 2-347Qoad case 4) Max Uplift3--2370oad case 2),2=-185(load case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2-42,2-3=78 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 It by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If and verticals exist,they are not exposed to wind. K cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 237 Ib uplift at joint 3 and 185 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard N�• CAq N 8 3 TE OF �s;•��RIOP'�c,� S�ONAL��'� Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 s J06 ROOF TRUSS 10 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MITek Industries,Inc. Thu Feb 26 09:41:41 1998 Page 1 r -1-4-0 7-0-0 r 1-4-0 7-0-0 3 8.00 F12 ti o T r` 2 �I 0 1 2x4= 7-0-0 i v 7-0-0 LOADING(psf) SPACING 2-0-0 C31 DEFL On) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.24 1-2 2-79 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rp -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft r 999 Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-8 on center bracing. REACTIONS (Ib/size) 3=17410-1-8,2=345/0-3-8,4=68/0-1-6 Max Horz 2-3470oad case 4) Max Uplift3=-2370oad case 2),2--185(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2-42.2-3-78 BOT CHORD 2.4-0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceenline,on an occupancy category 1,condition I enclosed building,of dimensions 59 It by 33 It with exposure C ASCE 7-93 per SBC/SBCCI 9 end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip Increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of vvithstanding 237 th uplift at joint 3 and 185 lb uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSIfTPI 1-1995 plating criteria. LOAD CASES) Standard psi CNV. Cq �tQ�G��•IFI• 80 A •�on I'D �t►� `�s��NAL�v� 6 Jqb Truss Truss Type Qly Ply Richard Thompson-Rowland Res. 971421 T01 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MlTek Industries,Inc. Thu Feb 26 09:41:441998 Page 1 , •1-4-0 3-0-0 , 7-6-8 , _ 12-1-0 , 1-4-0 3-0-0 4-641 4-6-8 4x7= 3x4= 2x4 11 8.00 12 3 g 10h 11 12 5 ril , 2 2 N 2 Fa E of 1 8 13 147 15 16 3x4= U4 I I 3x4= 3x4= 30-0 7-6-8 �_ 12-1-0 3-0-0 4-6-8 4-6-8 Plate Offsets [3:0-5-4.0-2-41 LOADING(psi) SPACING 2-0-0 CSI DEFL On) Qoc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.04 7-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 YM(TL) -O.Q3 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dei!=360 Weight:61 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or B-1-15 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 6=44110-3-0.2=517/0-8-0 Max Horz 2=201 Qoad case 3) Max Uplift6=-4160oad case 3),2-5211(food case 3) FORCES Ob)-First Load Case Only TOP CHORD 1-2=42,2-3=-607,39=-631,9-10=-630,4-10=-630,4-11=-55,11-12=-55,5-12--55,5-6=-112 BOT CHORD 2-8=460,8-13=467,1314=467,7-14=467,7-15=630,15-16=630,6-16=630 WEBS 3-8-96,34-'179,44-28,4-6-637 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead bad,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 It by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical ponnection(by others)of truss to bearing plate capable,of withstanding 416 Ib uplift at joint 6 and 521 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber increase=1.25,Plate Increase-1.25 Uniform Loads(p!Q Vert:1-2=-54.0,2-3=-54.0,3-9---54.0,9-10---54.0,4-10=-54.0,4-11--54.0,11-12--64.0,5-12=-54.0,2-8--20.0, B-13--20.0,13-14--20.0,7-14=-20.0,7-15=-20.0,115-16-20.0,646-20.0 Concentrated Loads Qb) 4n� Vert:3-42 8=-21 9=210=2 11=2 12-2 13=-814=-815=-816=-8 � 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 P Uniform Loads(pIQ ............(� ( C•• •, Vert:1-2=41.2,2-3--3.1,3-9=46.1,9-10=46.1,410=46.1,411=46.1,11-12=46.1,5-12=46.1,2-8--10.0,8-13=-10.0, G �. 1314--10.0,7-14=-10.0,7-15-110.0,15-16r-40.0,6-16--10.0 N 8 3 Horz:1-2=-51.2,2-3=-13.1 Drag:39=-0.2,9-10=-0.2,410=-0.2 Concentrated Loads Ob) TE OF Vert:3=137 8=-21 9=8010=8011=8012=8013=-1414=-14 15=-1416=-14 3)Wind Right:Lumber Increase-1.33,Plate Increase-1.33 `O R(OP• Uniform Loads(pif) Vert:1-2=84.3,2-3=46.1,3-9=46.1.9-10-46.1,4-10=46.1,411-46.1,11-12=46.1,5-12=46.1,2-8=-10.0,8-13=-10.0, ss�aNAl 1314=-10.0,7-14=-10.0,7-115-40-0,15-16-110-0,6-16--10.0 Horz:1-2=-94.3,2-3=-56.1 Drag:39=0.2,9-10=0.2,4-10=-0.2 Continued on page 2 Job' Truss Truss TypeQty Ply Richard Thompson-Rowland Res. 971421 T01 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 I4.0-32 a Dec 16 1997 M!Tek Industries,Inc. Thu Feb 26 09:41:451998 Page 2 LOAD CASES) Concentrated Loads(ib) Vert:3-137 8=-219=8010=8011=80 12=8013=-1414=-14 15=-1416=-14 4)1st Wind Parallel:Lumber Increase-1.33,Plate Increase=1.33 Uniform Loads(pm Vert:1-2=84.3,2-3=46.1.3-9=46.1,9-10=46.1,4-10=46.1.4-11=46.1,11-12=46.1,5-12=46.1,2-8=-10.0,8-13--10.0,13-14-.10.0,7-14=-10.0,7-15=-10.0, 15-16=-10.0,6-16=-10.0 Horz:1-2=-94.3,2-3=-56.1 Drag:3-9=-0.2,9-10=-0.2,4-10=-0.2 Concentrated Loads(lb) Vert:3=137 8-219-80 10--80 1 1=80 12=8013=-1414=-1415=-1416=-14 1 s N V CARS No. 8 .a E sS OR1�G� �DNAI. Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T02 ROOF TRUSS 1 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0.32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:481998 Page 1 -1-4-0 r 4-2-0 , 7-11-12 12-1-0 , 1-4-0 4,,-2-0 3-9-12 4-14 8X8 3x4= 1.5x4 I I 8.00 12 3 5 W2 W 2 JW , T r` 2 01 a1 8 4x8= 4x14/! 6x6= 5x5= 3-6-0 , 7-11-12 — , 12-1-0 y. 3-6-0 4-5-12 4-1-4 Plate Offsets2:0-4-0 0-1-9 3:0-1-15 ed a 7:0-3-0.0-4-81 LOADING(psQ SPACING 2-0-0 CSI DEFL On) floc) Vdefi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 -Vart(LL) 0.01 8 "0999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Veri(TL) 408 8 "0999 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.02 6 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=360 Weight:164 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-11-8 on center pudin spacing, except end verticals. BOT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 6=3713/0-3-0,2-488810-8-0 Max Horz 2=251(load case 3) Max Uplift6=-3890oad case 3),2=-527(load case 3) FORCES Qb)-First Load Case Only TOP CHORD 1-2=24,2-3---8453,3-4--4143,4-5=0.5-6--107 BOT CHORD 2-8-7048.7-8=5778,6-7-4141 WEBS 3-8=5539,3-7=-1955,4-7=2745,4-6=-5014 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 4 row(s)at 0.40 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead bad,10 mi from hurricane oceanline,on an occupancy category,l,condition I enclosed building,of dimensions 59 It by 33 It with exposure C ASCE 7-93 per SBC/SBCCI 9 end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)Is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 Ib uplift at joint 6 and 527 Ib uplift at joint 2. 7)This truss has been designed for both TPI415 and ANSVTPI I-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increases 1.25,Plate Increases 1.25 Uniform Loads OM gaarr Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,2-8=-20.0,7-8=-394.0,6-7=-394.0 -`4. CARe Concentrated Loads Qb) ••q Vert:8=-4462 Ap �TIF•� 2)Wind Left:Lumber Increase-1.33,Plate Increases 1.33 �:C; �• Uniform Loads(pit) No 8 Ved:1-2=41.2,2-3=3.1,3-4=46.1,4-5=46.1,2-8=-10.0,7-8=9.1,6-7-9.1 Horz:11-2-51.2,2-3-13.11,3-4=-56.1 Concentrated Loads Qb) 'ts E OF �:�:Q Vert:So 196 3)Wind Right:Lumber Increases 1.33,Plate Increases 1.33 Uniform Loads(pit) Vert:1-2-84.3,2-3-46.1,34=46.1,4-5=46.1,2-8-10.0,7-8=9.1,6-7-9.1 ss�OMAI Horz:1-2--94.3,2-3=-56.1,3-4=-56.1 Concentrated Loads Qb) Vert:8-196 Continued on page 2 Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T02 ROOF TRUSS 1 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:491998 Page 2 LOAD CASE(5) 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase-1.33 Uniform Loads(pIQ Vert:1-2z84.3,2-3=46.1,3-4=46.1,4-5=46.1,2-8=-10.0,7-8-9.1,6-7=9.1 Horz:1-2=-94.3.2-3=-56.1,3-4=-56.1 Concentrated Loads(Ib) Vert:8=196 i 4. �R Q:G No. 8 3 T AIOP'� s��NAI��' Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T03 ROOF TRUSS 1 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:531998 Page 1 r -1-4-0 3-10-0 i 7-9-12 + 12-1-0 1-4-0 3-10-0 3-11-12 4-3-4 8 x 8 3x5= 1.5x4 8.00 12 3 5 ni W2 B 2 r CN ~ 2 �tI 01 4x8= 8 7 4x14 11 6X6-- 5x5= . r 3-6-0 7-9-12 } 12-1-0 3-6-0 4-3-12 4-34 Plate Offsets 2:0-4-0 0-1-9 3:0-1-15 ed a 7:0-3-0 0-4-8 LOADING(psf) SPACING 2-0.0 CSI DEFL (in) Qoc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL). 0.018 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.32 Vert(TL) -0.09 ''9-8 >999 SCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.02 6 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=360 Weight:162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 4-1-8 on center purlin spacing, except end verticals. BOT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 6=3723/0-3-0,2=4858/0-8-0 Max Horz 2=2380oad case 3) Max Uplift6--388(load case 3),2=-5300oad case 3) , FORCES Qb)-First Load Case Only TOP CHORD 1-2=23,2-3=-8392,3-4=-4660,4-5=0,5-6=-111 BOT CHORD 2-8=6989,7-8=6482,6-7=4658 WEBS 3.8-5370,3-7--2103,4-7=2713,4-6=-5434 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 4 row(s)at 0.4-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 fl above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition 1 enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connections)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise Indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 388 Ib uplift at joint 6 and 530 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSVTPI I-1995 plating criteria. LOAD CASE(S) 1)Regular.Lumber increase-1.25,Plate Increase=1.25 Uniform Loads(ph) Vert:1-2=-54.0,2-3=-54.0,3-4--54.0,4-5--54.0,2-8--20.0,7-8-394.0,15-7-394.0 asMon Concentrated Loads Qb) V CA Vert:8--4468 2)Wind Left:Lumber Increase=1.33,Plate Increase-1.33 �<L��T). C• / Uniform Loads(pit) :•�+ TF• Vert:1-2-41.3,2-3=3.2,3-4=46.1,4-5=46.1,2-8--10.0,7-8=9.3,6-7=9.3 8 3 Horz:1-2=-51.3,2-3=-13.2,3-4-56.1 Concentrated Loads Qb) Vert:8=197 TE OF 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33Q': O R% •, Uniform Loads(pit) ��+�''••. ....• G\ Vert:1-2=84.3,2-3= -4= 46.1,346.1,4-5-46.1,2-8-10.0.7-8-9.3,6-7=9.3 s�ONAL Horz:11-2-94.3,2-3-56.1,3-4=-56.1 Concentrated Loads Qb) Vert:B-197 Continued on page 2 * Job Truss Truss Type Oty Ply I Richard Thompson-Rowland Res. 971421 T03 ROOF TRUSS . t 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:531998 Page 2 LOAD CASES) 4)1st Wind Parallel:Lumber Increase-1.33,Plate Increase=1.33 Uniform Loads(pH) Vert:1-2-84.3,2-3=46.1,3-4=46.1,4-5=46.1,2-8--10.0,7-8z9.3,6-7=9.3 Horz:1-2-94.3,2-3-56.1,34-56.1 Concentrated Loads(lb) Vert:8=197 s ?. i vt_ N V. CAR QQ`�•'RT IFIL No 8 3 S T RIOP`� s�VNAI �� Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 9,71421 T04 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 a Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:41:571998 Page 1 ,-1-4.0, 5-0-0 , 10-0-0 , 15-0-0 , 20-0-0 ,21-4-01 , 1-4-0 5-0-0 5-0-0 5-0-0 5-0-0 1-4-0 5x6 1x4 11 5x6 8.00 12 3 11 12 13 14 5 2 VVI W T 1 r` 2 6 � 1 7 11 3x5= 10 15 16 9 17 18 8 3x5= U4 11 3x8= 1x4 11 5-0-0 10-0-0 15-0-0 , 20-0.0 , , 5-0-0 5-0-0 5-0-0 5-0-0 Plate Offsets 12:0-2-9.0-1-81,[3:0-3-0.0-2-31, 5:0-3-0 0-2-3 6:0-2-9 0-1-8 LOADING(psQ SPACING 2-0-0 CSI DEFL on) Qoc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.20 8-9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) 0.16 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.63 H'orz(TL) -0.07 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=360 Weight:99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-4-14 on center purlin spacing. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-1-15 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 2=1209/0-8-0,6=1209/0-8-0 Max Horz 2=-184Qoad case 2) Max Upiift2--17350oad case 4),6--1735Qoad case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2=42,2-3=-1760,3-11=-1825,11-12=-1824,4-12=-1824,4-13=-1824,13-14=-1824,5-14=-1825,5-6=-1760,6-7=42 BOT CHORD 2-10=1388,10-15=1377,15-16=1377,9-16=1377,9-17-1377,17-18=1377,8-18=1377,6-8-1388 WEBS 3-10=240,3-9=540,4-9=-426,5-9=540,5-8=240 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip Increase is 1.33 3)Except as shown below,special connections)required to support concentrated load(s).Design of connection(s)Is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise Indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1735 Ib uplift at joint 2 and 1735 Ib uplift at joint 6. 7)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD-CASE(S) Standard Except: 1)Regular:Lumber Increase-1.25,Plate Increase=1.25 Uniform Loads(pI) Veit:1-2=-54.0,2-3=-54.0,3-11=-54.0,11-12--54.0,4-12=-54.0,4-13=-54.0,13-14=-54.0,5-14=-54.0,5-6=-54.0, 6-7--54.0,2-10=-20.0,IG-15--20.0,15-16=-20.0,9-16--20.0,9-17=-20.0,17-18=-20.0,8-18=-20.0,6-8=-20.0 Concentrated Loads Ob) P Vert:3=-101 5=-101 10=-115 8=-115 11=-62 12=-62 13=-6214-6215■-2816=-2817=-2818=-28 4t.��:��1�••(C 2)Wind Left:Lumber increase=1.33,Plate Increase=1.33 Uniform Loads(ph) ' 4 03 Vert:1-2=41.3,2-3=3.2,3-11=46.1,11-12=46.1,4-12=46.1,4-13--46.1,13-14-46.1,5-14=46.1,5-6=46.1,6-7=84.3, 2.10=-10.0,10-15=-10.0,15-16=-10.0,9-16=-10.0,9-17=-10.0,17-18=-10.0,8-18=-10.0,6-8=-10.0 Horz:1-2=-51.3,2-3=-13:2,5-6=56.1,6-7=94.3 TE'OF Dreg:3-11=-0.2,11-12=-0.2,4-12=-0.2,4-13=0.2,13-14=0.2,5.14-0.2 0 RI P Concentrated Loads Qb) �+ •�� Vert:3-285 5=285 10=447 8-447 11-161 12-16113-16114-161 15=96 16=9617=9618=96 s/7NAL 3)Wind Right:Lumber Increase=1.33,Plate Increase-1.33 Continued on paos 2 Job Truss Truss Type Oty I Ply Richard Thompson-Rowland Res. 971421 T04 ROOF TRUSS 1 1 RUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:41:581998 Page 2 LOAD CASE($) Standard Except: Uniform Loads(pm Vert:1-2=84.3,2-3=46.1,3-11=46.1,11-12=46.1,4-12=46.1,4-13=46.1,13-14=46.1,5-14=46.1,5-6=3.2,6-7=41.3,2-10=-10.0,10-15=-10.0,15-16=-10.0, 9-16=-10.0,9-17=-10.0,17-18=-10.0,8-18=-10.0,6-8=-10.0 Horz:1-2=-94.3,2-3=-56.1,5-6=13.2,6-7=51.3 Drag:3-11--0.2,11-12--0.2,4-12-F-0.2,4-13=0.2,13-14=0.2,5-14=0.2 Concentrated Loads(lb) Vert:3=285 5=285 10=447 8=447 11=161 12=161 13=161 14=161 15=96 16=9617=96 18-96 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase-1.33 Uniform Loads(pit) Vert:1-2-84.3,2-3=46.1,3-11=46.1,11-12=46.1,4-12=46.1,4-13=46.1,13-14-46.1,5-14=46.1,5-6=46.1,6-7=84.3,2-10=-10.0,10-15=-10.0,15-16=-10.0, 9-16=-10.0,9-17=-10.0,17-18=-10.0,8-18=-10.0,6-8=-10.0 Horz:1-2=-94.3,2,3=-56.1,5-6=56.1,6-7-94.3 Drag:3-11=-0.2,11-12=-0.2,4-12=0.2,4-13=0.2,13-14=0.2,5-14=0.2 Concentrated Loads(lb) Vert:3-285 5-28510=447 8=44711=161 12-161 13=161 14-161 15=9616-9617■96 18=96 CNVCA 0 TE OF AL ENG M Job TrussTruss Type Qty Ply Richard Thompson-Rowland Res. 971421 T05 ROOF TRUSS 6 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0 32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:42:001998 Page 1 -1-4-0 3-6-0 Yd II 1-4-0 3-6-0 3 8,00 12 CS 2 Bi n 1 4 2x4= 1 x4 11 3-6-0 LOADING(psQ SPACING 2-0-0 CSI DEFL On) Qoc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.02 1-2 3-999 SCLL 0.0 Rep Stress Incr YES WS 0.04 Horz(T�,)-• 0.00 n/a BCDL 10.0 Code S8C/S8CCI Min Length/LL deft'899 Weight:17 Ib LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 2-11-6 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 2=203/0-8-0,4=119/0-1-8 Max Horz 2=212Qoad case 3) Max Upl'ift2=-144Qoad case 3),4=-1040oad case 3) FORCES Qb)-First Load Case Only TOP CHORD 1-2-21,2-3=0 BOT CHORD 2-4=0 WEBS 3-4--87 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 pat lop chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. H cantilevers exist,they are exposed to wind. N porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33•and the plate grip Increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint 2 and 104 lb uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CA3E(S) Standard �+�'+�srmamrrr �` CNV. CqR QQ`G�QiTI�•C• . * ' N 8 3 - TE OF s•�ORIOP;�� . s�aiun��6 Job Truss Truss Type Oty Ply RichardThompson-Rowland Res. ' 971421 T06 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:42:031998 P 0-Q-6 6-3-8 ) 12-7-0 127-6 0-0-6 6-'-38 6-3-8 0-0-6 4x4= 8.00 IR2 1x4 II 4 1x411 5 ' 1x411T 3 1 1x411 2 6 1 1 � Nr I' o -o 0MR&MRSERNKM0 3x41 12 11 10 9 8 3x4 1x411 1x411 1x411 1x411 1x411 12-7-0 --' 12-7-0 Plate Offsets 15:0-0-0.0-"]. 6:0-0-0 0-0-0 8:0-0-0 0-0-0 [9:0-0-0.0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (n) Qoc) Udeft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.02 i Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 nla BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length!LL deft=999 Weight:55 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 1-10-1 on center bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=69/12-7-0,7=69/12-7-0,10=117/12-7-0,11.145!12-7-0,12=160/12-7-0,9=145/12-7-0,8=160/12-7-0 Max Horz 1-152(load case 3),7=-152(foad case 2) Max Upiiftt=-9(load case 2),7--9(load case 3),11=-124(load case 3),12=-133(load case 4),9=-1240oad case 2),8--133(load case 4) Max Grav 11=150Qoad case 5),12-1600oad case 1),9=150(load Lase 6),8=160(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-53.2-3==60,3-4=-59,4-5=-59,5-6--60,6-7--53 BOT CHORD 1-12=0,11-12=0,10-11=0,9-10--0,8-9-0.7-8=0 WEBS 4-10=-76,3-11=-107,2-12=-112,5.9--107,6-8=-112" NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise Indicated. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 on center. 5) For studs,exposed to wind,see MiTek"Standard Gable End Detail" 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1,9 ib uplift at joint 7,124 Ib uplift at joint 11,133 Ib uplift 12,124 Ib uplift at joint 9 and 133 Ib uplift at joint 8. 7)This truss has been designed for both TPI-85 and ANSVTPI I-1995 plating criteria. LOAD CASE(S) Standard INIYe_'ai ,aV. CAR N 8 3 TE OF •�O R1�P�� ' sioNAL J0 Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T07 ROOF TRUSS it 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 NTek Industries,Inc. Thu Feb 26 09:42:061998 Page 1 rr 1-4-0 1 6-3-8 , 12-7-0 1.13-11A 1-4-0 6-3-8 6-3-8 1-4-0 4x4= 8.00 12 3 T 1 r` 2 4 ti 0 1 51 3x4= 6 3x4= 1x411 6-3-8 , 12-7-0 , 6-3-8 6-3-8 LOADING(pso SPACING 2-0-0 C31 DEFL On) Qoc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.08 2-6 2-999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Hprt{TL) -0.01. 4 Ne BCDL 10.0 Code SBC/SBCCI Min Length/LL 9611.360 Weight:52 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=539/0-8-0,4=539/0-8-0 Max Horz 2=-2219oad case 2) Max Uplift2=-6630oad case 4),4=-663(load case 4) FORCES (1b)-First Load Case Only TOP CHORD 1-2=21,2-3=400,34--400,4-5-21 BOT CHORD 2-6=329,4-6=329 WEBS 3-6-123 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase Is 1.33, and the plate grip increase Is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 663 Ib uplift at joint 2 and 663 Ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ewnrr�, NV. CAAq �QG��ZIF C'•• N 8 3 TE sal MAL Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. i ' 971421 T07A ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:42:091998 Page 1 -1_4-0� 6-3-8 , 12-7-0 113-11 0� 1-4-0 6-3-8 6-3-8 1-40 4x4= 8.00 Ir12 3 T 1 r` Z2 ti 4 01 3x4= 6 3x4= 1x411 6-3-8 10-11-12 6-3-8 48-4 1-7-4 LOADING(psQ SPACING 2-0-0 CSI DEFL (In) Qoc) l/defl PLATES (TRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.08 2-6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Ved(TL) -0.07 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 'MM(TL) -0:01 4 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft-360 Weight:52 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=539/0-8-0,4=53910-8-0 Max Horz 2=-221(load case 2) Max Uplift2--6630oad case 4),4=-663(load case 4) FORCES (1b)-First Load Case Only TOP CHORD 1-2=21,2-3=400,3-4=400,45=21 BOT CHORD 2-6=329,4-6=329 WEBS 3-6=123 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceaniine,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase Is 1.33, and the plate grip Increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 663 lb uplift at Joint 2 and 663 lb uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard M kNV' CAR :G 1,11 N 8 3 TE OF ORIV. `�s�ONAL��' Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T07B ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:42:12 1998 Page 11-9-8 , 1-4-0 6-3-8 5-6-0 4x4= 8-00F12 3 CIS4 N � 2 � O 0 1 r- 4x4 3x4= 6 3x7 1x411 6-3-8 11-9-8 6-3-8 5_�0 Plate Offsets : (5:0-0-7.0-4-131' s SPACI 2-0-0 CSI DEFL (In) (loc) I/defl PLATES GRIP TCLL 20.0 es Increase 1.25 TC 0.45 Vert(LL) -0.09 2-6 1-999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 �.Vert(Q -0.08 2-6 3,999 BCLL 0.0 Rep Stress Incr YES WB 0.08 ' Horz(TL)::-0.01 5 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft-360 Weight:55 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 6 SYP SS 3.1-9 REACTIONS(Ib/size) 5=431/0-3-0,2=515A)-8-0 Max Hoa 2-267(load case 3) Max Uplifts=-503(load case 4),2=-035(load case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2-21.2-3=-358,3-4-380,4-5--380 BOT CHORD 2-6=295,5-6=295 WEBS 3-6=116 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanfine,on an occupancy category 1,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase Is 1.33 and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise Indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 503 lb uplift at joint 5 and 63516 uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard nmsaa,r �N4' CA * - N 8 3 TE OF ss��NAL��'� Job Truss Truss Type Qty I Ply Richard Thompson-Rowland Res. 971421 T08 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0 32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:42:151998 Page 1 0 p-6 6-5-0 12-10-0 12-10-6 0-0-6 6-5-04x9 II 6-5-0 0-0-6 8.00 12 2 T3 1 . 1 1 3 C> MOMM K=088= o 4x5 i 76 54 4x5 1x411 1x4\\ 1x4/ 1x411 i 2-10-4 9-11-12 12-10-0 2-104 7-1-8 2-10-4 Plate Offsets X 4:0-0-0 0-0-0 12:0-0-0 0-0-0 13:0-0-0 0-0-0 14:0-0-0 0-0-0 LOADING(psi) SPACING 2-0-0 C31 DEFL Qn) Qoc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.08 5-6 3-999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(M)" 0.07 5-6 3-999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=360 Weight:69 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 0-3-9 on center bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS Qb/size) 1=129/3-0-0,3=125/3-0-0,6=306/3-0-0,5-312/3-0-0,7=6/3-0-0,4=6/3-0-0 Max Horz 1=1060oad case 3),6=-117(load case 2) Max Uplift1=-970oad case 4),3=-990oad case 4),6=-852(load case 2),5=-864(load case 3),7=-2640oad case 6),4--264(lood case 5) Max Grav6-441Qoad case 6),5-445(load case 5),7-6040oad case 2),4=603Qoad case 3) FORCES Ob)-First Load Case Only TOP CHORD 1-2=-172,2-3=-165 BOT CHORD 1-7=0,6-7-0,5-6=185,4-5=67,3-4=67 ` WEBS 2-6--164,2-5-1--173 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 R above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 ml from hurricane oceenlins,on an occupancy category I,condition 1 enclosed building,of dimensions 59 ft by 33 it with exposure C ASCE 7-93 per SBC/SBCCI 9 end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind,see MiTek"Standard Gable End Detail" 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 Ib uplift at joint 1,99 lb uplift at joint 3,852 Ib uplift at joint 6,864 Ib uplift at joint 5,264 lb uplift at joint 7 and 264 Ib uplift at joint 4. 7)This truss has been designed for both TPI-85 and ANSUTPI I-1995 plating criteria. LOAD CASE(S) Standard ORIN . CA 4V 4 03 TE OF CONAL rwar Job Truss Truss Type Oty Ply Rk hard Thompson-Rowland Res. 971421 ' T09 ROOF TRUSS S 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:42:181998 Page 1 1-1-4-01 6-5-0 { 12-10-0 I14-2-0 14-0 6-5-0 6-5-0 1-40 4x4= 8.00 12 3 CN T 1 ~ 2 4- 51j 3x4= 6 3x4= 1x4 , 6-5-0 , 12-10-0 , 6-5-0 6.5-0 LOADING(psf) SPACING 2-0-0 CSI DEFL On) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.01 6 3.999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.21 Vert(TL) -0.04 2-6 3.999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL).. .0.01 4 n/a BCDL 10.0 Code SBC/SBCCI Min Len6th/LL defl-380 Weight:53 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2-548/0-3-8,4=548/0-3-8 Max Horz 2=2250oad case 3) Max Uplilt2=-358(load case 4),4=-358(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2w21,2-3=-409,3-4=409.4-5=21 BOT CHORD 2-6=336,46=336 WEBS 3-6=125 - NOTES , 1)This miss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 pat bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. N porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard N�. C TA ss�NNALG� Job Truss Truss Type Qty Ply Richard Thompson-Rowiand Res. I, 971421 T10 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 a Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:42:21 1998 Page 1 6-5-0 , 12-10-0 , 6-5-0 6-5-0 5x5= 8.00 12 2 N W 1 ti v Ft 1 o 0 0 6 7 5 8 9 104 11 12 4x4= 1 x4// 1x4\\ 4x4= 4-4-15 8-5-1 12-10-0 . 4-4-15 4-0-1 4-4-15 Plate Offsets 1:0-0-11 ed a 3:0-0-11 ed e LOADING(psi) SPACING 2-0-0 CSI DEFL On) Qoc) Vdefi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.05 1-5 3-999 M20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(Tl-r'-'0.05 1-5:. 3-999 BCLL 0.0 Rep Stress incr NO WB 0.12 Horz(TL) 0.01 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft-360 Weight:56 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-10-7 on center puriin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(ib/size) 1-764/0-3-8,3=768/0-3-8 Max Horz 1=-186(load case 2) Max Uplift 1--271 Ooad case 4),3=-271Qoad case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2-1012,2-3-1013 BOT CHORD 1-6=766,6-7=766,5-7=766,5-8=606,8-9=606,9-10=606,4-10=606,4.11=766,11-12=766,3.12=766 WEBS 2-5=369,24=370 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead bad,10 mi from hurricane oceantine,on an occupancy category I,condition I enclosed building,of dimensions 59 R by 33 R with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip Increase Is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connections)Is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 Ib uplift at Joint 1 and 271 Ib uplift at joint 3. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. i LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase*1.25,Plate Increase-1.25 Uniform Loads(piQ Vert:1-2--54.0.2-3=-54.0.1-6--20.0,6-7=-20.0.5-7--20.0,S-8-20.0,8-9-20.0,9-10=-20.0.4-10=-20.0,4-11--20.0, 11-12=-20.0,3-12a-20.0 Concentrated Loads Ob) Nqi Vert:6=-86 7=-86 8=-86 9=-8610=-8611=-8612=-86 CAA 2)Wind Left:Lumber Increase=1.33.Plate Increase-1.33 � V .. Uniform Loads(pif) QQ`;��TIFIC,q• .• Vert:1-2-3.1,2-3=46.1,1-6=-10.0,6-7=-10.0,5-7--10.0,5-8=-10.0,8-9=-10.0,9.10--10.0,4-10=-10.0,4-11=-10.0, ;G 11-12=-10.0,3-12=-10.0 No 8 3 Horz:1-2=-13.1,2-3-56.1 1k Concentrated Loads Ob) Vert:6-13 7-13 8=13 9=1310=1311=1312-13 '� TE 3)Wind Right:Lumber Increase-1.33,Plate Increase-1.33 ft1��'° Uniform Loads(plf) �, '•• G� Vert:1-2=46.1,2-3=3.1,1-6=-10.0,6-7--10.0,5-7=-10.0,5-8=-10.0,8-9=-10.0,9-10=-10.0,4-10=-10.0,4-11=-10.0, is/ONAL 11-12=-10.0,3-12=-10.0 Horz:1-2=-56.1,2-3=13.1 Concentrated Loads Qb) Vert:6-13 7-13 8=13 9=13 10-13 11-13 12=13 Continued on page 2 Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T10 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0 32 s Dec 16 1997 MiTek Industries,Inc. Thu Fab 26 09:42:221998 Pagt LOAD CASE(5) Standard Except: 4)1st Wind Parallel:Lumber Increase.1.33,Plate Increase=1.33 Uniform loads(plf) Vert:1-2=46.1,2-3=46.1,1-6=-10.0,6-7--10.0,5-7--10.0,5-8=-10.0,8-9--10.0,9-10--10.0,4-10=-10.0,4-11=-10.0,11-12--10.0,3-12=-10.0 Harz:1-2=-56.1,2-3=56.1 Concentrated Loads(Ib) Veil:6=13 7=13 8=13 9=13 10-13 11-13 12=13 i grnaarrur QQ�N VIF'4 Q:G� 80 TAT 0 `XOR oil NAL �'` anrsn Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 f T11 ROOF TRUSS 1 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:42:441998 Page 1 1-1-4-01 3-0-0 , 8-0-15 1 13.0-1 , 18-1-0 , 21-1-0 1 1-4-0 3-0-0 5-0-15 4-11-3 5-0-15 3-0-0 5x10 M20H 6x12.5 M164�-, 8.00 12 1 x4 I I 3x4= 3 12 13 4 14 16 5 17 18 6 `W4 W1 1�," T 2 \�' t%7 I` 0 1 LLJ Io 3x7= 11 19 20 10 21 2223 24 9 25 26 8 27 2x411 10x10= 7x8 M20H= 3x9 II 4x7= 3-0-0 8-0-15 13-0.1 18-1-0 '21-1-0 > 4 3-0-0 5-0-15 4-11-3 5-0-15 3-0-0 Plate Offsets : 6:0-54ed al.17:0-3-8.0-1-141.19:0-4-0.04-8 LOADING(psi) SPACING 2-0-0 CSI DEFL Qn) Qoc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.52 9-10 >484 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) "-0.55 9.10 >458 M20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(rL) 0.07 7 n/a M16 174/126 BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell-360 Weight:235 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-9-5 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 4 SYP No.3*Except* 9-10-7-3-14. W4 2 X 4 SYP No.21),W3 2 X 4 SYP No.213 REACTIONS Qb/size) 7=549610-8-0,2=4056/0-3-8 Max Horz2=177Qohd case 3) Max Uplift7=-33900oad case 4),2=-29480oad case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=45.27103.3-it=13891,12-13=-1311190,4-133-13WO.4-14-1f3890,14-15-13890,15-16=13890.5-16--13890,5-n=14291:17-18=-14291. 616=-14292,64=4975 BOT CHORD 2-11=5836,11-19=5795,19-20=5795,10-20=5795,10-21=14291,21-22=14291,22-23=14291,23-24=14291,9-24=14291,9-25=7226,25-26=7226,626=7226, 8-27-7377,7-27-7377 WEBS 3-11=560,3-10=8689,4-10=-243,5-10=-434,5-9=-112,69=7570,68=2062 NOTES 1)2-ply truss to be connected together with 0.131'x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-&0 on center. Webs connected with 1 row(s)at 04-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip Increase Is 1.33 4)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)Provide adequate drainage to prevent water ponding. 6)All plates are M20 plates unless otherwise Indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3390 lb uplift at joint 7 and 2948 Ib p uplift at joint 2. �IYN 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. _a LOAD CASE(S) 'Y•'.a••(a••� 1)Regular:Lumber Increase-11.25,Plate Increase-1.25 ' Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-12=-.54.0,12-13=-54.0,4-13=-54.0,4-14=-54.0,14.15=-54.0,15-16=-54.0,5-16=-54.0 5-17=-54.0,17-18=-54.0,618=-54.0,67=-54.0,2-11=-20.0,11-19=-20.0,19-20=-20.0,10-20=-20.0,10.21=-20.0, 08 7.1-22=-20.0,22-23=-20.0,23-24=-20.0,9-24--20.0,9-25=-20.0,25-26=-20.0,626=-20.0,8-27=-20.0,7-27=-20.0 Concentrated Loads Qb)Vert:3-42 6=42 111-2118--866 112-24 •, ,:•a 23=846 24=-854 25=854 26=-854 27=8462414=-2415=-2416=-2417=-2418=-2419=-9 20=-1835 21=854 22 �ah........... 2)Wind Left:Lumber Increase-1.33,Plate Increase-1.33 V Continued on pace 2 Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. • 911421 T11 ROOF TRUSS 1 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 199 Iu"Tek Industries,Inc. Thu Feb 26 09:42:451998 Page 2 LOAD CASE(S) Uniform Loads(pii) Vert:1-2-41.2,2-3=3.1,3-12=46.1,12-13=46.1,4-13=46.1,4-14=46.1.14-15=46.1,15-16=46.1,5-16=46.1,5-17=46.1,17-18=46.1,6-18-46.1,6-7=46.1,2-11=-10.0 11-19=-10.0,19-20--10.0,10-20--10.0,10-21--10.0,21-22=-10.0,22-23=-10.0,23-24--10.0,9-24=-10.0,9-25=-10.0,25-26=-10.0,8-26--10.0,8-27--10.0, 7-27=-10.0 Horz:1-2=-51.2,2-3=-13.1,6-7=56.1 Drag:3-12-0.2,12-13-0.2,4-13=-0.2,5-17=0.2.17-18=0.2.6-18=0.2 Concentrated Loads Ob) Vert:3=137 6=13711=49 8=47712=10613=106 14=10615=10616=10617=10618=10619=-14 20=1477 21=370 22=44 23=429 24=415 25=415 26=415 27=423 3)Wind Right:Lumber Increase-1.33,Plate Increase-1.33 Uniform Loads(plf) Vert:1-2=84.3,2-3=46.1,3-12=46.1,12-13=46.1,4-13=46.1,4-14=46.1,14-15=46.1,15-16=46.1,5-16=46.1,5-17=46.1,17-18=46.1,6-18=46.1,6-7=3.1,2-11-40.0 11-19=-10.0,19-20=-10.0,10-20=-10.0,10-21=-10.0,21-22=-10.0,22-23=-10.0,23-24=-10.0,9-24=-10.0,9-25=-10.0,25-26=-10.0,8-26=-10.0,8-27=-10.0, 7-27=-10.0 Horz:1-2--94.3,2-3=-56.1,6-7=13.1 Drag:3-12=42,12-13=-0.2,4-13=0.2,5-17=0.2,17-18-0.2,6-18-0.2 Concentrated Loads Qb) Vert:3=137 6=13711=49 8=47712=106 13=10614=10615=10616=10617=10618-10619=-14 20=1477 21=370 22=-14 23=429 24=415 25-415 26=415 272423 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plt) Vert:1-2=84.3,2-3=46.1,3-12=46.1,12-13=46.1,4-13=46.1,4-14=46.1,14-15=46.1,15-16=46.1,5-16-46.1,5-17-46.1.17-18=46.1,6-18-46.1,6-7=46.1, 2-11=40.0,11-19=-10.0,19-20=-10.0,10-20-40.0,10-21-110.0,21-22-10.0,22-23-10.0,23-24-40.0,9-24-10.0,9-25-10.0,25-26=-10.0,8-263-110.0, 8-27-40.0,7-27=40.0 Horz:1-2=-94.3,2-3=-56.1,6-7=56.1 Drag:3-12-0.2,12-13=-0.2,4-13=-0.2,5-17=0.2,17-18=0.2,6-18=0.2 Concentrated Loads(ib) Vert:3=137 6=13711=49 8=47712=106 13=10614=10615=10616=10617-10618=10619=-14 20=1477 21-370 22=-14 23-429 24=415 25=415 26-415 27-423 5)1st unbalanced Regular:Lumber Increase-1.25,Plate Increase-1.25 Uniform Loads(pif) Vert:1-2=-54.0,2-3=-54.0,3-12=-54.0,12-13=-54.0,4-13=-54.0,4-14=-54.0,14-15=-54.0,15-16---54.0,5-16=-54.0,5-17=-54.0,17-18=-54.0,6-'18-54.0,64-14.0, 2-11=-20.0,11-19=-20.0,19-20=-20.0,10-20=-20.0,10-21=-20.0,21-22*-20.0,22-23=-20.0,23-24=-20.0,9-24=-20.0,9-25=-20.0,25-26=-20.0,8-26=-20.0, 8-27=-20.0,7-27=-20.0 Concentrated Loads(lb) Vert:8=497 23=-745 24=497 25=497 26=497 27=496 6)2nd unbalanced Regular:Lumber Increase-1.25,Plate Increase-1.25 Uniform Loads(pm Vert:1-2=-14.0,2-3=-14.0,3-12=-54.0,12-13=-54.0,4-13=-54.0,4-14=-54.0,14-16=-54.0,15-i6=-54.0,6-16-54.0,5-17--54.0,17-18=-54.0,6-18=-54.0,6-7=-54.0, 2-11=-20.0,11-19=-20.0,19-20=-20.0,10-20=-20.0,10-21=-20.0,21-22=-20.0,22-23=-20.0,23-24=-20.0,9-24--20.0,9-25=-20.0,25-26--20.0,8-26--20.0, 8-27=-20.0,7-27=-20.0 Concentrated Loads Ob) Vert:8=-726 23=-518 24=-726 25=-726 26=-726 27=-728 s low sannri ; V. 94 IFIC• q•. No.4 8 Y' • y E RIP' s��NAI EN�`� Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T12 ROOF TRUSS 1 1 RUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:42:49 1998 Page 1 14-0 3-8-7 7-0-0 , 10-0-0 , 13-0-0 , 16-3-9 , 20-0-0 121-4-0, 14-0 3-8-7 3-3-9 3-0-0 3-0-0 3-3-9 3-8-7 1-4-0 4X4-- U4 x4= 3x4= 4x4= 8.00 12 4 12 13 6 1x4 1x4 W 1 7 o T 3 W 1 1.0 0 1 2 LNL 8 90 3x5= 11 14 15 10 3x5= 3x8= 3x8= 7-0.0 , 13-0-0 , 20-0-0 7-0-0 6-0-0 7-0-0 Plate Offsets(XY): 12:0-2-9,0-1-81.14:0-2-4.0-241.16:0-24.0-2-41,18:0-2-9.0-1-8 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) Qoc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.15 10-11 3-999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TLj -0.13 10-11 3-999 BCLL 0.0 Rep Stress incr NO WS 0.29 Horz(TL) -0.07 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Mn Length/LLdeft-360 Weight:110 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-12 on center purlin spacing. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 4-4-14 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1529/0-3-8,8=1529/0-3.8 Max Horz 2--2420oad case 2) Max Upllft2=-1619(load case 4),8=-1619(load case 4) , FORCES(ib)-First Load Case Only TOP CHORD 1-2=42,2-3=-2284,3-4=-2144,4-12=-1767,5-12=-1765,5-13=-1765,6-13=-1767,6-7=-2144,7-8=-2284,8-9=42 BOT CHORD 2-11=1819,11-14=1858,14-15=1858,10-15=1858,8-10=1819 WEBS 3-11=-91,4-11=711,5-11--179,5-10=-179,6-10=711,7-10=-91 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceaniine,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE T-93 per SBC/SSCCI 9 end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1619 lb uplift at joint 2 and 1619 lb uplift at joint 8. 7)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase-`12S,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-12=-54.0,5-12=-54.0,5-13=-54.0,6-13=-54.0,6-7=-54.0,7-8=-54.0, tw#Ww 8-9=-54.0,2-11=-20.0,11-14=-20.0,14-15=-20.0,10-15=-10.0,8-103-20.0 q. Cq Concentrated Loads(Ib) N...........IFIL Vert:4=-225 6=-22511=-32310=-323123-120133-12014=-4815=-48 QQ;•' f; 2)Wind Left:Lumber Increase-1.33,Plate Increase=1.33 Uniform Loads(ptt) 3:' No 8 Vert:1-2-41.2,2-3=3.1,34=3.1,4-12-46.1,5-12=46.1,5-13=46.1,6-13=46.1,6-7=46.1,7-8=46.1,8-9=84.3, 2-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,8-10=-10.0 * lk Horz:1-2=-51.2,2-3=-13.1,3-4=-13.1,6-7=56.1,7-8=56.1,8-9=94.3 A Drag:4-12--0.3,5-12--0.3,5-13=0.3,6-13=0.3 Concentrated Loads(Ib) ,O RSO,•%� Vert:4-472 6=47211=45710=45712=23713=237143-3415=-34 3)Wind Right:Lumber hwease-1.33,Plate Increasea1.33 Continued on page 2 Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. ' 971421 T12 ROOF TRUSS 1. 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek industries,Inc. Thu Feb 26 09:42:491998 Pa LOAD CASE(S) Standard Except: Uniform Loads(plt) Vert:1-2=84.3,2-3=46.1,3-4-46.1,4-12-46.1,5-12-46.1,5-13=46.1,6-13=46.1,6-7=3.1,7-8-3.1,8-9-41.2,2-11=-10.0,11-14=-10.0,14-15-10.0,10-`15-10 8-10=-10.0 Horz:1-2=-94.3,2-3=-56.1,3-4=-56.1,6-7=13.1,7-8=13.1,8-9=51.2 Drag:4-12=-0.3,5-12--0.3,5-13=0.3,6-13-0.3 Concentrated Loads(Ib) Vert:4=472 6=472 11=45710=45712=237 13=23714=-3415=-34 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase-i.33 Uniform Loads(plf) Vert:1-2=84.3,2-3=46.1,3-4=46.1,4-12=46.1,5-12-46.1,5-13-46.1,6-13=46.1,6-7=46.1,7-8=46.1,8-9=84.3,2-11=40.0,11-14=-10.0,14-15=-10.0,10-15=- 8-10=-10.0 Horz:1-2=-94.3,2-3=-56.1,3-4=-56.1,6-7=56.1,7-8=56.1,8-9=94.3 Drag:4-12=-0.3.5-12--0.3,5-13-0.3,6-13=0.3 Concentrated Loads(Ib) Vert:4=472 6=47211=457 10=457 12=23713=23714=-3415=-34 i t QQ`�NV. C •'' IF Q: TATE OF ��O R,... Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T13 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:42:52 1998 Page 1 11-4-0 4-8-7 , 9-0-0 i 11-0-0 15-3-9 , 20-0-0 21-4-0 1-4-0 4-8-7 4-3-9 2-0-0 4-3-9 4-8-7 1-4-0 4X4-- 4x4 x4-- 4x4= 8.00 V2 4 5 1x4, 1 x4 i 1 1 T 2 W 1 0 A1 2 7 81i 3x4= 10 9 3x4— o 3x4= 3x4= 9-0-0 ,11-0-0, 20-0-0 9-0-0 2-0-0 9-0-0 Plate Offsets X,Y): [4:0-2-4.0-2-41,15:0-2-4,0-2-4 LOADING(pst) SPACING 2-0-0 CSI DEFL On) Qoc) [/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Yprt(LL) 0.08 2-10 3-999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.35 Vert(TL) -0.18 7-9 3-999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=360 Weight:103 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 2=813/0-3-8,7=813/0-3-8 Max Herz 2=-299(load case 2) Max Uplift2=-488(load case 4),7--488(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2-42,2-3=-1003,3-4=-795,4-5--605,5-6--795,6-7--1003,7-8--42 BOT CHORD 2-10=791,9-10=605,7-9=791 WEBS 3-10=-231,4-10-241,5-9=241,6-9=-231 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 59 It by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI 9 end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip increase Is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise Indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 488 Ib uplift at joint 2 and 488 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria LOAD CASE(S) Standard axwrwwwwwy �N�• �A9 �Q`:�RTIFI•• ,9 N .4 . 3* A •��RIVP'�c,�c' ss�ONALt�� Job Truss Truss Type Oty Ply Richard Thompson-RoWand Res. 971421 T14 ROOF TRUSS 2 1 RUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:42:551998 Page 1 r1-4-q 5-2-7 ( 10-0-0 1 14-9-9 i 20-0.0 21 4 q r 1.4-0 5-2-7 4-9-9 44-9 5-2-7 1-4-0 4x4= 8.00 12 4 1x4�� 1x4 i , V1 T 1 2 W r` 1 2 6 o 7 3'+ 0 0 3x4= 8 3x4= 3x8= 10-0-0 , 20-0-0 , 10-0-0 10-0-0 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) Qoc) 11deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34Vert(LL) 0.03 8 3,999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 6-8 3,936 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 6 n/a SCOL 10.0 Code SBC/SBCCI Min Lengtl(/LL deft=360 Weight:97 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 2=813/0-3-8,65813/0-3-8 Max Horz 2=-3270oad case 2) Max Uplift2=-488(load case 4),6=-488(load case 4) FORCES Ob)-First Load Case Oply TOP CHORD 1-2-21,2-3--871,34--643,4-Sm-643,5-6--871,6-7=21 BOT CHORD 2-8-715,6-8--715 WEBS 3-8-2119,44=447,5-8-2119 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 1D0 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceenline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI It end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. K porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip Increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by,others)of truss to bearing plate capable of withstanding 488 lb upitft at joint 2 and 488 lb uplift at Joint S. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard OWN NV. IFCq Q��;••' •• I• 80 i! TATE OF ,c�S.�O R 1�..•�� S�QNAL 'Job Truss Truss Type Qly Ply Richard Thompson-Rowland Res. ' 971421 T15 ROOF TRUSS 1 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTsk Industries,Inc. Thu Feb 26 09:42:591998 Page 1 0-4_9 5-2-7 , 10-0.0 , 14-9-9 20-0-0 1-4-0 5-2-7 4-9-9 4-9-9 5-2-7 4x4.11 8.00 12 4 3x5 3x5 A1 T 2 W 2 6 r` 0 1 1� 0 3x8= 9 10 118 1213 147 15 16 3X8= 3x1011 10x10= 3x1011 5-2-7 10-0-0 14-9-9 20-0-0 5-2-7 4-9-9 4-9-9 5-2-7 Plate Offsets XY): 12:0-4-1.0-1-81,16:0-4-1.0-1-8 LOADING(psl) SPACING 2-0-0 CSI DEFL On) Qoc) 11deO PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.18 8-9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL)—'-0.18 8-9 >999 BCLL 0.0 Rep Stress incr NO WB 0.83 Horz(TL) 0.04 6 Na BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=360 Weight:241 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 6=5602/0-3-8,2=3648/0.3-8 Max Hoa 2-377Ooad case 3) Max UpliftW30060oad case 4),2=-2354(load case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2=45,2-3---6248,34---4971,4-5--4976,5-6---7202 BOT CHORD 2-9-5094,9-10=5094,10-11=5094,8-11=5094,8-12=5920,12-13=5920,13-14=5920,7-14=5920,7-15=5920,15-16=5920,6-16=5920 WEBS 3-9=1238,3-8=-1238,4-8=5152,5-8=-2254,5-7=2330 NOTES 1)2-ply truss to be connected together with 0.131"x3'Nails as follows: Top chords connected with 1 row(s)at 0-5-0 on center. Bottom chords connected with 2 row(s)at 04-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 ml from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBCISBCCI K end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. N porches exist,they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip increase is 1.33 4)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3006 Ib uplift at joint 6 and 2354 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TP11-1995 plating criteria. LOAD CASES) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2--54.0,2-3--54.0,3-4=-54.0,4-5=-54.0,5-6---54.0,2-9=720.0,9-10=-20.0,10-11=-20.0,8-11=-20.0, 8-12=-20.0,12-13=-20.0,13-14=-20.0,7-14=-20.0,7-15=-20.0,15-16=-20.0,6-16=-20.0 P ' Concentrated Loads Qb) Vert:6=-86610=-1768 11=-845 12=-846 13=-84614=-84615=-84616=-846 �Q�G -••IFI 2)Wind Left:Lumber Increase-1.33,Plate Increase-1.33 3►�: Uniform Loads(pit) 80 Vert:1-2=41.2,23=3.1,3-4=3.1,4-5=46.1,5-6-46.1,2-9-10.0,51-10-10.0,10-1 in-10.0,8-11=-10.0,8-12=-10.0, 112-13-10.0,13-14-10.0,7-14=-10.0,7-15-10.0,15-16=-10.0,6-16=-10.0 TA Horz:1-2=-51.2,2-3=-13.1,3-4=-11 -6-56.1 3. ,4-5-56.1,5 Concentrated Loads Ob) ...10R�pP••'�tc� Vert:6=423 10=1550 11=460 12-416 13=416 14=416 15-416 16-417 tri+ 1111111 3)Wind Right:Lumber Increase-1.33,Plate increase-1.33 CONAL Continued on pane 2 Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. * 971421 T15 ROOF TRUSS 1 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:43:001998 Page 2 LOAD CASE(S) Uniform Loads(plt) Vert:1-2=84.3,2-3-46.1,3-4=46.1,4-5=3.1,5-6-3.1,2-9=-10.0,9-10=-10.6,10-11=-10.0,8-11=-10.0,8-12=-10.0,12-13=-10.0,13-14=-10.0,7-14=-10.0,7-15=-10.0 ,15-16--10.0,6-16=-10.0 Horz:1-2=-94.3,2-3--56.1,3-4=-56.1,4-5=13.1,5-6-13.1 Concentrated Loads(Ib) Vert:6=423 10=1550 11=460 12=416 13=416 14=416 15-416 16=417 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=84.3,2-3=46.1,3-4=46.1,4-5=46.1,5-6=46.1,2-9=-10.0,9-10=-10.0,10-11=-10.0,8-11=-10.0,8-12=-10.0,12-13=-10.0,13-14=-10.0,7-14=-10.0, 7-15=-10.0,15-16=-10.0,6-16=-10.0 Horz:1-2=-94.3,2-3=-56.1,34=-56.1,4-5=56.1,5-6=56.1 Concentrated Loads(lb) Vert:6=42310=155011=46012=416 13=416 14-41615=41616=417 5)1st unbalanced Regular:Lumber Increase-1.25,Plate Increase-1.25 Uniform Loads(pit) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-14.0,5-6=-14.0,2-9=-20.0,9-10=-20.0,10-11a-20.0,8-11--20.0,8-12=-20.0,12-13=-20.0,13-14=-20.0,7-14=-20.0, 7-15=-20.0,15-16=-20.0,6-16=-20.0 Concentrated Loads(Ib) Vert:6--750 12=-512 13--731 10-731 15--731 16=-731 6)2nd unbalanced Regular:Lumber Increase-1.25,Plate Increase=1.25 Uniform Loads(plf) • Vert:1-2=-14.0,2-3=-14.0,3-4=-14.0,4-5=-54.0,5-6=-54.0,2-9=-20.0,9-10•-20.0,10-11--20.0,8-11=-20.0,8-12--20.0,12-13=-20.0,13.14--20.0,7-14--20.0, 7-15=-20.0,15-16=-20.0,1-16=-20.0 Concentrated Loads(Ib) Vert:6=-514 12=-750 13=492 14=492 15=-492 16=492 +' t �N .. CAy �ii•ic N - g 3 TE OF •� ••�ORIOP'�;c► ss�ONAL��'` Job Truss Truss Type Oty Ply Richard Thompson-Rowland es. 971421 T16 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTsk Industries,Inc. Thu Feb 26 09:43:041998 Page 1 rt-4-01 3-8-7 , , 7-0-0 , 11-10-8 , 16-9-0 , 20-0-9 _s_ -_23-9-0 , 1-4-0 3-8-7 3-3-9 4-10-8 4-10-8 3-3-9 3-8-7 64= 3x9 (( 6x6= 8.00 F12 4 12 1 14 15 6 1x4� —' 1x4�i 2 W 37 T 4 W e` 2 8 r- �R 1 1� 0 3x6= 11 16 171018 19 9 3x6= 3x4= 5x8= 3x4= 7-0-0 , 11-10-9 , 16-9-0 , 23-9-0 7-0-0 4-10-8 4-10-8 7-0-0 Plate Offsets 12:0-6-0,0-0-61.r4:0-3-0.0-2-31, 6:0-3-0 0-Z-3 8:0-6-0 0-0-6 10:0-3-0 0-3-0 LOADING(psQ SPACING 2-0-0 CSI DEFL On) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.20 10 2.999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.55 i Vit(TL) -0.15 9-10 >999 BCLL 0.0 Rep Stress Incr NO WS 0.62 Horz(TL) -0.10 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=360 Weight:136 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D*Except* TOP CHORD Sheathed or 3-6-9 on center purlin spacing. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-11-13 on center bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 8=1777/0-8-0,2=1850/0-8-0 Max Horz 2=286Qoad case 3) Max Upliff8=-1752Qoad case 4),2--1895Qoad case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2=42,2-3=-2833,3-4=-2714,4-12--2679,12-13=-2679,5-13--2681,5-14=-2698,14-15=-2696,6-15=-2696,6-7=-2755,7-8=-2868 BOT CHORD 2-11=2265,11-16=2220,16-17=2220,10-17=2220,10-18=2252,18-19=2252,9-19=2252,8-9=2309 WEBS 3-ii--37,4-11-494,4-10--645,5-10--641,5-10=609,e-9-5117,7-9-51 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 fl above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceantine,on an occupancy category I,condition 1 enclosed building,of dimensions 59 R by 33 h with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. it porches exist,they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip Increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are L120 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1752 Ib uplift at Joint 8 and 1895 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: 1)Regular.Lumber Increase-1.25,Plate Increase=1.25 Uniform Loads(pIQ prmrnrepp Vert: - ` 0z i ,1 0'120o1 -iz o10-17--20.0.0i1 , 1091 ,6- =540,78-54. . i =i0. 6= . 61 =- . a8 o0 18-- 9--2 .0, - 920.0Q�� VT�••r�•A 8-9=-20.0 Concentrated Loads(1b) Vert:4=-225 6=-26511=-323 9=-32312=-12013=-12014=-12015=-12016=-4817=-4818=-4819=-48 N 4 03 2)Wind Left:Lumber Increase=1.33,Plate Increase-1.33 Uniform Loads(pIQ Vert:1-2=41.2,2-3=3.1,3-4=3.1,4-12=46.1,12-13=46.1,5-13-46.1,5-14-46.1,14-15=46.1,6-15=46.1,6-7-46.1, TE OF 7-8=46.1,2.11=-10.0,11-16=-10.0,16-17=-t0.o,10-17=-10.0,10.18■-10.0,18-19■-10.0,9-19=-10.0, •IontoP �••� 8-9=-10.0 tS'�i••• •'G� Horz:1-2=-51.2,2-3=-13.1,3-4=-13.1,6-7=56.1,7-8-56.1 Drag:4-12-0.3,12-13-0.3,S-13-0.3,5-14--0.3,114-iss-0.3,645=-0.3 Concentrated Loads Ob) Vert:4=472 6=47211=457 9=45712=23713-2371423715-23716=-3417=-3418=-3419=-34 Continued on page 2 Job Truss Truss Type Qty Pty I RichardThompson-Rowland Res. 971421 T16 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:43:041998 Page 2 LOAD CASE(S) Standard Except: 3)Wind Right:Lumber Increase-1.33,Plate Increase-1.33 Uniform Loads(plf) Vert:1-2=84.3,2-3-46.1,3-4=46.1,4-12=46.i,12-13=46.1,5-i3-46.1,5-14=46.1,14-15-46.1,6-15-46.1,6-7-3.1,7-8=3.1,2-11=-10.0,11-16=-10.0,16-17=-10.0, 10-17=-10.0,10-18-10.0,18-19-10.0,9-19=-10.0,8-9-10.0 Horz:1-2=-94.3,2-3=-56.1,3-4=-56.1,6-7=13.1,7-8=13.1 Drag:4-12=0.3,12-13=0.3,5-13=0.3,5-14=-0.3,14-15=-0.3,6-15--0.3 Concentrated Loads(Ib) Vert:4=472 6=472 11=457 9=457 12=237 13=23714=237 15-237 16=-34 17--34 18=-3419=-34 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-2=84.3,2-3=46.1,3-4=46.1,4-12=46.1.12-13-46.1,5-13=46.1,5-14-46.1,14-15=46.1,6-15=46.1,6-7=46.1,7-8-46.1,2-ii--10.0,1`146=40.0, 16-17=-10.0,10-17=-10.0,1D-18=-10.0,18-19=-10.0,9-19=-10.0,8-9=-10.0 Horz:1-2=-94.3,2-3=-56.1,3-4=-56.1,6-7=56.1,7-8=56.1 Drag:4-12=0.3,12-13=0.3,5-13-0.3,5-14-0.3,114-15-0.3,6-15--0.3 Concentrated Loads(Ib) Vert:4=4726=472 11=457 9=457 12=237 13=237 14=237 15=237 16=-34 17=-34 18=-34 19=-34 asa N CAA * ' N 48 03 ATE OF :• ss��NAL Job Truss Truss Type Oty Ply Richard Thompson-Rowland Res. 971421 T17 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 NTek Industries,Inc. Thu Feb 26 09:43:081998 Page t 0-4-Q 4-8-7 9-0-0 1 14-9-0 19-0-9 23-941 1-4-0 4-8-7 4-3-9 5-9-0 4-3-9 4-8-7 4x4= 4x7= 8.00 12 4 T25 1 x4 1x4 W T 36 3 W 7 P7 2 r` 3x4= 9 8 3x4= 3x8= 5x5= 9-0-0 , 14-9-0_ �- 23-9-0_ y 9-0-0 5-9-0 9-0-0 Plate Offsets 14:0-2-4.0-2-41, 5:0-5-4 0-2-4 8:0-2-8 0-3-0 LOADING(psO SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL)_.0.04 9 1-999 L120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.19 74 1-999 BCLL 0.0 Rep Stress incr YES WS 0.17 Horz(TL) 0.03 7 Ma BCDL 10.0 Code SBC/SBCCI Min Length/LL dell-360 Weight:123 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-9-4 on center purlin spacing. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 8-3-14 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) 7=868/0-8-0,2=952/0-8-0 Max Horz 2=3450oad case 3) Max Uplift7--4240cad case 4),2--555(toad case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2-21,2-3=-1149,3-4--944,4-5=-790,5-6=-944,6-7--1149 BOT CHORD 2-9=941,8.9=790,7-8=941 WEBS 3-9■-189,4-9=251,5-9=0,5-8=251,6-8=-189 s NOTES I . I I - 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 ml from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI N end verticals exist,they are not exposed to wind. N cantilevers exist,they are exposed to wind. N porches exist,they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are L420 plates unless otherwise Indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 424 ib uplift at Joint 7 and 555 Ib uplift at Joint 2. 6)This truss has been designed for both TPI-85 and ANSI1TPI 1-1995 plating criteria. LOAD CASE(S) Standard own I. � .v'.�A QQ;GAP so ATE O �DIVAt Job Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T18 ROOF TRUSS 1 1 RUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:43:111998 Page 1 11-4-9 5-8-7 , 11-0-0 J2-9-9 18-0-9 T 23-9-0 � 1-4-0 5-8-7 5-3-9 1-9-0 5-3-9 5-8-7 4x4-- W X4=4x4= 8.00 P.2 4 5 1x4 1x4 i r 1 36 00 T 2 W 2 1 B - 0 3x5= 9 8 3x5=0 3x4= 5x5= 11-0-0 2_9-j 23-9-0 11-0-0 1-9-0 11-0-0 Plate Offsets 12:0-2-9.0-1-81,[4:0-24.0-241, 5:0-2-4 0- -4 :0-2-9 0-1-8 8:0-2-8 D-3-0 LOADING(psQ SPACING 2-0-0 CSI DEFL On) Ooc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(I.Q._0.19 7-8 3-999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL)' -0.38 7-8•= 3-734 BCLL 0.0 Rep Stress incr YES WS 0.29 Horz(TL) 0.03 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=360 Weight:120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-3 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-7-10 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 7=865/0-8-0,2=955/0-8-0 Max Horz 2=4020oad case 3) Max Uplift7=418Ooad case 4),2=-561Ooad case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2=42,2-3=-1208,3-4=-949,4-5---719,5-6--951,6-7=-1215 BOT CHORD 2-9=956,8-9-719,7-8=967 WEBS 3-9--293,4-9-294,5-8-312,6-8=-306 s NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the vAnd loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 It by 33 ft with exposure C ASCE 7-93 per SBCISBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 418 lb uplift at joint 7 and 561 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Q�N ...94 Q.:p� IFIC,4 No 8 E RIDP:� s (ONAL ENS'` Job Truss Truss Type oty Ply Richard Thompson-Rowland Res. 971421 T19 ROOFTRUSS 1 1 RUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 NNTek Industries,Inc. Thu Feb 26 09:43:14 1998 Page 1 6-1-11 11-10.8 17-7-5 23-841 B-1-11 5-8.13 5-8-13 6-0-11 4x511 8.00 V2 3 1x4// CIO r 2 � IP 39 I 1 5 3x4= 7 6 3x4= 3x4= 5x5= 8-0-10 15-8-6 23-8-0 -' 8-0-10 7-7-12 7-11-10 Plate Offsets 16:G-2-8.0-3-01 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 VerW L) 0.05 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vbrt(fL) -0.14 6-7 >999 SCLL 0.0 Rep Stress Incr YES WS 0.36 Horz(TL) 0.03 5 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL dell=360 Weight:11S Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8-1 on center puriin spacing. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 944 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 1=866/0-3-0,5=866/0-3-0 Max Horz 1=-343Qoad case 2) Max Uplifl1=423(load case 4),5=-4230oad case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2--1104,2-3=-963,3-4=-957,4-5--1099 BOT CHORD 1-7=909,§-7=618,5-6=901 WEBS 2-7--250,3-7-422,3-4§-412.4-6--240 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 R by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 423 Ib uplift at joint 1 and 423 Ib uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard NNNN N�• Cq ..)Fl 80 TATE O ••.�0R1QP- � sYONAL�G Job Truss Truss Type Qty Py Richard Thompson-Rowland Res. "971421 T20 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Feb 26 09:43:181998 Page 1 i 6-2-3 1 11-11-8 , 16-4-12 _1 20-10-0 23-8-0 r 6-2-3 5-9-5 4-5.4 4-5-4 2-10-0 4x4= 8.00 12 3 1 x4-� 3x4,� 4 5x5= a 1 5x5= 2 t,N 5 6 N 1132N Na 3x4= 9 8 7 5x8= 3x8= 11-11-8 20-10-0 -1 23-8a05T[4 I I 11-11-8 8-10-8 2-10.0 Plate Offsets 19:0-4-0,0-3-01 LOADING(psi) SPACING 2-0-0 CSI DEFL 0n) (Ioc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.05 9 X999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) I-T51 1-9 >552 BCLL 0.0 Rep Stress incr YES W8 0.39 Horz(TL) 0.02 7 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL defl-360 Weight:128 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-6-13 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 2-6-8 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=566/0-3-0,7=866/0-3-0 Max Horz 1-373(load case 3) Max Upiiftt=417(load case 4),7=-428(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2--1036,2-3=-760,3-4--757,4-5--1174,6-6--920,6-7--840 BOT CHORD 1-9-853,8-9=807,7-B=0 WEBS 2-9=-269,3-9-562,4-9=-267,4-8=256,5-8=-849,6-8=1202 i NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition 1 enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. 9 porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 lb uplift at joint 1 and 428 lb uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard �neasaar �V. CAq N 8 3 TE OF OR11D ' S�ONAt Job Truss Truss Type City Ply Richard Thompson-Rowland Res. g 971421 T21 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 it Dec 161997 MiTek In ustries,Inc. Thu Feb 26 09:43:211998 Page 1 6-2-3 , 11-11-8 18-10-0 , 21-10-0 12 6-2-3 5.9-5 '6-10-8 3-0-0 1-10-0 4x4= 8.00 12 3 3x5- 5x5_ 6x6= CS 1 4 5 1.5x4 I I r 2 W3 46 5 W N i 3x4= 10 9 8 7 U4 11 5x8= 3x4= 3x4= 6-2-3 11-11-8 18-10-0 23-8-0 6-2-3 6-9-5 6-10-8 4-10-0 Plate Offsets MY): 15-.0-4-4.0-2-41.[9:0-4-0.0-3-0 LOADING(psi) SPACING 2-0-0 CSI DEFL on) Qoc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.05 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.33 Vert(nL ---=0.11 8-9_ -999 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 7 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deo=360 Weight:135 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-0-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 9-1-7 on center bracing. WEBS 2 X 4 SYP No.3*Except* W82X4SYP No.21) REACTIONS Qb/size) 1=866/0-3-0,7=1166/0-3-0 Max Hoa 1=3750oad case 3) Max Upiift1=-416Qoad case 4),7=4290oad case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2=-1131,2-3---759,3-4=-758,4-5--914,5-6--0,6-7-46 BOT CHORD 1-10=932,9-10-932.8-9-937,7-8--379 WEBS 2-10-118,2-9=-371,3-9-499,4-9=-342,4-8=-533,5-8=841,5-7--862 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanitne,on an occupancy category 1,condition I enclosed building,of dimensions 59 N by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip increase Is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearinb plate capable of withstanding 416 ib uplift at joint l and 429 lb uplift at Joint 7. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(8) Standard � xamnWON CSA� N 8 3 TE OF •.OR(OP' t� �s��NALt�� Job Truss Truss Type Oty I Ply Richard Thompson-Rowland Res. 971421 T22 ROOF TRUSS 1 1 TRUE TRUSS 11 4C.,JACKSONVILLE FL. 32226 4.0 32 s Dec 161997 Mi ek Industries,Inc. Thu Feb 26 09:43:25 1998 Page 1 6-2-3 11-11-8 16-10-0 _ 19-10-0� 2`3-8-0 6-2-3 5-9-5 4-10-8 3-0-0 3-10-0 4x511 8.00 12 3 1x4\\ 5x5= 6x6= W 2 4 3 5 T 41.5x4 I I 3 W 6 7 1; ►�• 1 CO •� N 3x4= 9 8 7 3x4= 5x8= 3x4= 8-7-7 16-10-_0. 23-8-0 , , 8-7-7 8-2-9 B-10.0 Plate Offsetsf5:04-4,0-2-41,18:0-4-U-3-01 LOADING(psl) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.47 -Vert(LL) 0.05 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.44 Vert(TL) -0.18 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.02 7 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL dell=360 Weight:136 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-5-4 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8.6-11 on center bracing. WEBS 2 X 4 SYP No.3*Except' W7 2 X 4 SYP No.20 REACTIONS Qb/size) 1=866/0-3-0,7=866/0-3-0 Max Horz 1=375(load case 3) Max Uplift1=-416Qoad case 4),7=4290oad case 4) FORCES Qb)-First Load Case Only TOP CHORD 1-2=-1093,2-3=-928,3-4=-1049,4-5=-850,5.6--0,6-7=-100 BOT CHORD 1-9=900,8-9-610,7-8--W WEBS 2-9=-250,3-9-416,4-8=-793,5-8=606,5-7--885,3-8-498 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 It by 33 ft with exposure C ASCE 7-93 per SSC/SSCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase Is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Ail plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 1 and 429 tb uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard NNW C A .4 0 A '•�O RIOP'�� ss�ONAL�� Job russ Truss Type Qty J.Ply Richard Thompson-Rowland Res. 971421 T23 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:43:291998 Page 1 1 6-2-3 1 11-11-8 1 14-10-0 T117-10-0 , 23-8-0 , 6-2-3 5-9-5 2.10-8 3-0-0 5-10-0 4x511 8.00 12 3 5x5= 6x6= 1x4\ 5 AYV4 4 1.5x46 7r � N 3x4= 9 8 7 3x4= 5x8= 3x4= 7-7-7 14-10-0 23-8-0 7-7-7 7-2-9 B-10-0 Plate Offsets [5:0-44.0-2-41.[8:G-4-0.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL On) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(!.*- 0.05 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.38 Vert(CL) -0.16 1-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.02 7 nta BCDL 10.0 Code SBC/SBCCI Min Length/LL deli-360 Weight:142 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-7-6 on center bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 5-7 W7 2 X 4 SYP No.2D REACTIONS Outsize) 1=866/0-3-0,7-866/0-3-0 Max Hoa 1=3750oad case 3) Max Upliftt=-4160oad case 4),7=4290oad case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2--1108.2-3--992,3-4=-937,4-5---765,c-6%0,6-7--154 BOT CHORD 1-9=913,8-9=615,7-8=583 v WEBS 2-9=-257,3-9=443,3-8=473,4-8=-676,5-8=433,5.7=-856 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead bad and 5.0 psf bottom chord dead load,10 ml from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 It by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip increase Is 1.33 - ' 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection Ori others)of truss to bearing plate capable of withstanding 416 Ib uplift at joint 1 and 429 lb uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard iarrw N V. CgR9 No 8 -a E s��NAI. Job Truss Truss Type Oy Ply Richard ThompsonRowland Res. 971421 T24 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MITek Industries,Inc. Thu Feb 26 09:43:331998 Page 1 r 3-9-0 , 8-7-14 , 13-6-12 , 18-5-10 } 23-8-0 , 3-9-0 4-10-14 4-10-14 4-10-14 5-2-6 4x5 8.00 12 64= 3x4= 6x6= 2x5 I I 2 12 133 14 '15 42 16 175 18 19 6 5x5 T ' 1W2 5 W 6 0 1 CN B2 11 20 10 21 1 22 23 24 ' 25 26 8 27 28 29 7 2x5 11 3x8= 3x4= 5x5= 3x5= 3-9-0 , 10-3-8 , - _ 16-10-0 23-8-0 . 3-9-0 6-6-8 6-6-8 6-10-0 Plate Offsets X 12:0-3-4.0-241,18.0-2-8.0-3-011 LOADING(psl) SPACING 2-0-0 CSI DEFL Qn) Qoc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.16 8-9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Ved(TL)' -0.16 8-9 "99 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) -0.07 7 Ma BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell-360 Weight:144 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-10-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-2-15 on center bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 3-10,5-7 W4 2 X 4 SYP No.2D REACTIONS Ob/size) 7=1788/0-3-0,11=184610-3-0 Max Horz 11-1370oad case 3) Max Uplift75-1550(load case 3),1111491(load case 3) FORCES Ob)-First Load Case Only TOP CHORD 1-2=-1590,2-12--1301,12-13=-1301,3-13=-1300,3-14--2257,14-15--2257,4-15=-2257,4-16=-1878,16-17=-1878,5-17--1878,5-18=-60,18.19=-60, 6-1960.6-7228,11-11-4689 BOT CHORD 11-20=62,10-20=62,10-2192161,21-22=2161,22-23$2161,9-23=2161,9-24=2255,24-25=2255,25-26=2255,8-26=2255,8-27=1586,27-28=1586, 28-29=1586,7-29=1586 WEBS 2-10=415,3-10=-1215,3-9=295,4-9=4.4-8--665,5-8-894.5-7--2094,1-10=1440 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 59 ft by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If and verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. It porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)Is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1550 lb uplift at joint 7 and 1491 Ib uplift at joint 11. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASES) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 app Uniform Loads(ply CA Vert:1-2=-54.0,2-12=-54.0,12-13=-54.0,3-13=-54.0,3.14=-54.0,14-15=-54.0,4-15=-54.0,4-16=-54.0,16-17--54.0, V. 5-17=-54.0,5-18=-54.0,18-19=-54.0,6-19--54.0,11-20=-20.0,10-20=-20.0,10-21=-20.0,21-22=-20.0,22-23=-20.0, Q�.•'•�IFIL` 9-23x-20.0,9-24=-20.0,24-25=-20.0,25-26--20.0,8-26=-20.0,8-27=-20.0,27-28=-20.0,28-29=-20.0,7-29=-20.0 Concentrated Loads Qb) QJ•G Vert:2=-12010=-48 4=42012=-12013=-12014=-120 155-12016=-12017--120185-120195-120 20x-228 21=48 N 8 3 22-48 23=48 24=48 25=48 26=48 27=48 28=48 29=48 2)Wind Left:Lumber Increase=1.33,Plate Increase-1.33 T Uniform Loads(pl) Vert:1-2=3.1,2-12=46.1,12-13=46.1,3-13=46.1,3-14=46.1,14-15=46.1,4-15=46.1,4-16=46.1,16-17=46.1, O R1OP' 5-17546.1,5-18=46.1,18-19=46.1,6-19=46.1,11-20x-10.0,10-205-10.0,10-21--10.0,21-225-10.0,22-239-10.0, sir•.., 5- G` 9-2310.0,9-24--10.0.24-25=-10.0,25-26=-10.0,8-26=-10.0,8.27--10.0,27-28=-10.0,28-29--10.0. 10NAL 7-295-10.0 Horz:1-25-13.1 Drag:2-129-0.2,12-13=-0.2,3-13=-0.2 Continued on page 2 JobTnrss Truss Type Qty JPIY I Richard Thompson-Rowland Res. e 971421 T24 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0.32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:43:34 1998 Page 2 LOAD CASE($) Concentrated Loads Qb) Vert:2=237 10=-34 4=237 12-237 13=23714=23715=237 16=23717=23718 23719=237 20=170 21=-34 22=-34 23=-34 24=-34 25s-34 26--34 27=-34 28=-34 29=-34 3)Wind Right:Lumber Increase-11.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=46.1,2-12-46.1,12-13-46.1,3-13=46.1,3-14=46.1,14-15=46.1,4-15=46.1,4-16=46.1,16-17=46.l,5-17-46.1,6-18--46.1,115-119-46.11,6-19=46.1, 11-20=-10.0,10.20=-10.0,10.21=-10.0,21-22=-10.0,22-23=-10.0,9-23=-10.0,9-24=-10.0,24-25=-10.0,25-26=-10.0,8-26--10.0,8-27=-10.0,27-28=-10.0, 28-29=-10.0,7-29=-10.0 Horz:1-2=-56.1 Drag:2-12=-0.2,12-13=-0.2,3-13=-0.2 Concentrated Loads Qb) Vert:2=23710=-34 4=23712=23713=23714=237 15=23716=23717=23718=23719=237 20-170 21=-34 22■-34 23=-34 24=-34 25=-34 26=-34 27=-34 28=-34 29=-34 4)1st Wind Parallel:Lumber Increases 1.33,Plate Increase=1.33 Uniform Loads(pN) Vert:1-2=46.1,2-12=46.1,12-13=46.1,3-13=46.1,3-14=46.1,14-15=46.1,4-15-46.1,4-16=46.1,16-17=46.1,5-17=46.1,5-18=46.1,18-19=46.1,6-19=46.1, 11-20=-10.0,10-20=-10.0,10.21=-10.0,21-22=-10.0,22-23=-10.0,9-23=-10.0,9.24=-10.0,24-25■-10.0,25-26■-10.0,8-26=-10.0,8-27a-10.0,27-28=-10.0, 28-29=-10.0,7-29=-10.0 Horz:1-2=-56.1 Drag:2-12=-0.2,12-13=-0.2,3-13=-0.2 Concentrated Loads Qb) Vert:2=23710=-34 4=23712-23713=23714-237 15=23716=23717=23718=23719=237 20=170 21=-34 22=-34 23=-34 24=-34 25=-34 26=-34 27=-34 28=-34 29=-34 Q�ItIP IF C. ,N 4 0 A .01110 t► S��NALG� Job w Truss Truss Type Qty Ply Richard Thompson-Rowland Res. 971421 T25 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek industries,Inc. Thu Feb 26 09:43:371998 Page 1 5-0-0 , 11-7-8 17-6-0 23-8-0 , 5-9-0 5-10-8 5-10-8 6-2-0 4x4- 8.0 0 x4=8.00 IF112 3x4= 3x4= 1.5x4 11 2 3 T2 4 5 5x5�i T W 5 W 6 1 W1 9 8 7 6 1.5x4 11 5x8= 3x4= 3X4-- 5-9-0 x4=5-9-0 14-6-12 23.8-0 5-9-0 8-9-12 9-1-4 Plate Offsets 2:0.2-4 0-2-4 18:0-3-4,0-3-01 LOADING(psi) SPACING 2-0-0 CSI DEFL On) Qoc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.03 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.45 Vert(TL)#--0.18 6-7 -1999 BCLL 0.0 Rep Stress incr YES WB 0.46 Harz(TL) 0.02 6 n/o BCDL 10.0 Code SBC/SBCCI Min Length/LL dell=360 Weight:145 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-10-4 on center bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 3-8,4-6 W4 2 X 4 SYP No.2D REACTIONS Qb/size) 6=865/0-3-0,9--86510-3-0 Max Horz 9=211 Qoad case 3) Max Upll1116=4600oad case 3),9--384(load case 3) FORCES Qb)-First Load Case Only TOP CHORD 1-2=-741,2-3=-620,3-4=-748.4-5--0,6-6--163,1-9=-Ws BOT CHORD 8-9=-0,7-8=804,6-7=607 WEBS 2-8-100,3-8=-272,3-7--129,4-7-324,4-6=-862,1-8=662 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 R above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 ml from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 It by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI K end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. H porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase Is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise Indicated. 4)Provide mechanical connection(by others)of truss 10 bearing plate capable of withstanding 460 Ib uplift at joint 6 and 384 Ib uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASES) Standard NMMr �4• CAR Q•:'G N 8 3 TE OF QRIOp:�� ss��NAL Job russ Truss rype Uty M s ar ompson-Rowland es. 971,;01 IT26 ROOFTRUSS 1 1 - s O-e-C-16 1997 MiTekIndustries,Inc. Fri Feb 27 08:58:59 1age 6-8-8 9-8-8 10-9-012-8-0 , 17-11-9 23-8-0 6-8-8 3-0-0 1-0-8 1-11-0 5-3-9 5-8-7 08- 04= 5x5 4x4= - 4 5 ax5 ix4� I W8 7 i � 1 10 9 8 3x4= 2x4 ii 3x8= 3x4- 5x8= 6-8-8 10-9-0 12-8-0 23-8-0 6-8-8 4-0-8 1-11-0 11-0-0 PlateOffsets; [4:045-4,U-2-41, LOADtNG Tsf} SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL O.bb Plates Increase 1.25 TC 0.59 Vert(LL) 0.04 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL -0.39 7-8 >726 SCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL)j' 0.02 _ 7 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=360 Weight:161 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-13 on center purlin spacing, except end BOT CHORD 2 X 4 SYP No.21) verticals. WEBS 2 X 4 SYP No.3'Except' BOT CHORD Rigid ceiling directly applied or 6-8-8 on center bracing. - W1 2 X 4 SYP No.2D , REACTIONS(Ib/size) 7=866/0-3-0,11=866/0-3-0 21b/size) Horz 11=-355(load case 2) Max Uplift7=-416(load case 4), 11=429(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-738,2-3=-618,3-4=-823,4-5=-686,5-6=-820,6-7=-1078,1-11=-799 BOT CHORD 10-11=-0,9-10=742,8-9=680,7-8=887 WEBS 2-10=182,3-10=-313,3-9=-306.4-9=339.4-8=31,5-8=260,6-8=-247,1-10=648 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceaniine,on an occupancy category 1,condition 1 enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI if end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 Ib uplift at joint 7 and 429 Ib uplift at joint 11. 6�This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard saurr� �V• CAA M 8 3 TE C O R OP's ass/ONAL Job Truss Truss Type Oty Ply Richard Thompson-Rowland Res. ° 971 V T27 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:43:441998 Page 1 i -1-4-0 1 5-0-0 , 7-0-0 , 1-4-0 5-0-0 2-0-0 4x4-- 1.5A x4= 1.5x4 11 8.00 12 3 4 r; 1 °p UT ' M 2 1 1 O 1 2x4= 5 3x4= 7-0-0 u 7-0-0 Plate Offsets X [3:0-24.0-241 LOADING(psi) SPACING 2-0-0 CSI DEFL (n) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL)P-' -0.10 2_-5 >805 BCLL 0.0 Rep Stress Incr YES WS 0.06 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL defl=999 Weight:35 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 1-10-4 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 1040.0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 5--248/0-1-8,2=332/0-3-8 Max Horz 2=276(load case 3) Max Uplift5=-170(load case 3),2--204(load case 3) FORCES Ob)-First Load Case Only TOP CHORD 1-2=21,2-3-87,34-0,4-5-50 BOT CHORD 2-5=72 WEBS 3-5=-149 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 20 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceaniine,on an occupancy category I,condition I enclosed building,of dimensions 59 ft by 33 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. 9 cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip Increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise Indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 5 and 204 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard esau � CqA * 0 8 TE OF gs••.0R1o.• ' s�NNAI��'` s Job Truss Truss Type Oty Ply Richard Thompson-Rowland Res. a 971421 T28 ROOF TRUSS 1 1 TRUE TRUSS 114C.,JACKSONVILLE FL. 32226 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:43:471998 Page 1 -14-0 3-0-0 , 7-6-8 , 12-1-0 J 1.4-0 3-0-0 4-6-8 4-6-8 4x7= 3x4= 1.5x411 8.00 p,2 3 g 10 f2 5 ti 2 2 ti 2 oI 1 8 11 127 3x4= 1A I I 3x4= 3x4= 3-0-0 7-6-8 , 12-1-0 , e. 3-0-0 4-6-8 4-6-8 Plate Offsets(X,Y)-. 3:0-5-40-2-4 LOADING(psl) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.03 7-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL)^ '-0.03 7-$ >999 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deo=360 Weight:61 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticats. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid catling directly applied or 8-10-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 6-432/0-3-0,2=515/0-8-0 Max Horz 2-201(food case 3) Max UpIM6=-NM(load case 3),2=-500(load case 3) FORCES (ib)-First Load Case Only TOP CHORD 1-2-42.2-3=-605,3-9=-623,9-10=-623,4-10=-622,4-5---52,5-6=-114 BOT CHORD 2-8=458,8-11=465,11-12-465,7-12-465,6-7-623 WEBS 3-8-98,3-7-174,4-7w23,4-6=-631 NOTES 1)This truss has been designed for the wind loads generated.by 100 mph winds at 20 ft above ground level,using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 59 it by 33 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise Indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 6 and 500 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSVTP11-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(pil) Vert:1-2=-54.0,2-3=-54.0,3-9=-54.0,9-10=-54.0,4-10=-54.0,4-5-54.0,2-8-20.0,8-11=-20.0,11-12=-20.0, 7-12--20.0,6-7--20.0 Concentrated Loads(Ib) pWN Vert:3=42 8=-21 9=2 10-2 11=-8 12=-8 2)Wind Left:Lumber increase-1.33,Plate Increase=1.33 A Uniform Loads(ply Q�,.••" �'• Vert: 10.041.2,2-3=3.1,3-9=46.1,9-10=46.1,4-10=46.1,4-5=46.1,2-8=-10.0,8.11=-10.0,11-12=-10.0,7-12=-10.0, s Horz:1-2=-51.2,2-3=-13.1 4 Drag:3.9=-0.2,9-10=-0.2,4-10;,-0.2 >t S Concentrated Loads Ob) TATE OF Vert:3-137 8=-21 9=80 10-80 11-14 12=-14 Q' 3)Wind Right:Lumber Increase-1.33,Plate Increase-11.33 0 R%D•"10 Uniform Loads(A �s�•''•••• qN, Vert:1-2=84.3,2-3=46.1,3-9=46.1,9-10=46.1,4-10=46.1,4-5=46.1,2-8=-10.0,8-11=-10.0,11-12=-10.0,7-12=-10.0, NA1-# 6-7=-10.0 Horz:1-2=-94.3,2-3=-56.1 Drag:3-9--0.2,9-i0=-0.2,4-10w-0.2 Continued on page 2 ob Truss Truss Type 97147'1 T28 ROOF TRUSS Qty Ply Richard Thom pson-Rowland Rea, TRUE TRUSS INC.,JACKSONVILLE FL. 32226 1 1 LOAD CASES) 4.0-32 s Dec 161997 MiTek Industries,Inc. Thu Feb 26 09:43; Concentrated Loads Ob) Vert:3=137 8=- 48 1998 Page 2 4)1st Wind Parallel:Lumber nc8ease 80 11=-14 12=-14 Uniform Loads(Pm 1 33,Plate Increase=1.33 Vert:1-2=84.3,2-3=46.1,3-9=46.1,9-10= Horz:1-2=-94.3,2-3=j56.1 46.1,4-10=46.1,45=46.1,Z-8=- Drag;3-9=-0.2,9-10-- 10.0,8-11.-10.0,11-12=-10.0,7-12=- ConcentratedLoads pb) -0.2,410--0.2 10.0,6-7=_10.0 Vert:3-137 8=-21 9=8010=8011=-14 12=.14 Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: BUILDER: RICHARD THOMPSON AND ADDRESS: LINKSID PERMITTING CLIMATE OFFICE: ATLANTIC BEA ZONE: 11_I 21_I 341 OWNER: PERMIT NO. JURISDICTION N0.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft. ) 5. 1787 .00 6. Predominant eave overhang (ft. ) 6. 1.50 7. Porch overhang length (ft. ) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osgft 299.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0. 00 , 137 .00 ft 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= 4.20, 1165.00sgft a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 883 .00sgft b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 242 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30. 00 , 1242 .00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond a. Ducts (Insulation + Location) 12a. R= 6.00 , cond 13.Cooling system 13 . Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 7.45 15-Hot water system: 15. Type: Electric EF: 0.95 16-Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.93 a. Total As-Built points 19a. 33008.28 b. Total Base points 19b. 33029.79 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553.908 F.S. I hereby certify t this b ding is in compliance w' the Flo Energy Code. OWNER/AGE BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** --------------------------------------------------------- COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ------------------------------------- PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------ --------------------- Exterior & 606. 1' ' Maximum of 0. 5 CFM per sq. ft. of door area: solid ,Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, Basketed, weather-stripped or other- & Cracks I wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1.A. 2. -------------------------------------------=-----=- --------------------------- Combustion 606. 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. -------------------------------- ------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. -------------------------------- ------------------------------ Swimming Pools 612. 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal .. efficiency of 78 percent. -------------------------------- --------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- Ions per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610. 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610. 1.ABC.2 & 610. 1.ABC.3. Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. -----------------------------=------------------------------------------------- RVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------- -------------------------------------------------- N 68.00 65.8 4474 .4 DBL CLR N 12 . 0 38. 3 .89 411.2 DBL CLR N 26.0 38. 3 .88 875.2 DBL CLR N 30. 0 38. 3 .91 1040.5 E 24. 00 65.8 1579. 2 DBL CLR E 3. 0 79.7 .94 225.9 DBL CLR E 6.0 79.7 .91 436.8 DBL CLR E 15. 0 79.7 .91 1091.9 S 156.00 65.8 10264 .8 DBL CLR S 68. 0 66.2 .93 4185.1 DBL CLR S 33 .0 66.2 .80 1751.8 DBL CLR S 16. 0 66.2 .85 900.3 DBL CLR S 3 .0 66.2 .49 97.6 DBL CLR S 6. 0 66.2 .85 337.6 DBL CLR S 30.0 66.2 .85 1688.1 W 51.00 65.8 3355.8 DBL CLR W 10. 0 79.7 .93 738.6 DBL CLR W 33 . 0 79.7 .88 2317.8 DBL CLR W 5.0 79.7 . 61 243.7 DBL CLR W 3 . 0 79 .7 . 61 146.2 ------------------------------------------------------------------------------- .15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1,787 . 00 299. 00 .896 19x674.20 17, 637.69 16,488.39 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 2048. 0 .9 1843 .2 Ext NormWtBlock In 4 . 2 1165.0 1. 12 1304.8 Ext Wood Frame 11.0 883 .0 1.70 1501.1 Adj 242 . 0 .7 169.4 Adj Wood Frame 11. 0 242.0 .70 169.4 DOORS---------------- Ext 41.0 6. 1 250. 1 Ext Wood 41. 0 6. 10 250. 1 Adj 19.0 2 .4 45. 6 Adj Wood 19.0 2 .40 45.6 CEILINGS------------- UA 1237.0 .6 742 .2 Under Attic 30. 0 1242 .0 .60 745.2 FLOORS--------------- Slb 137. 0 -37.0 -5069.0 Slab-on-Grade . 0 137.0 -41.20 -5644.4 INFILTRATION--------- 1787.0 8 .0 14296. 0 Practice #2 1787 . 0 8.00 14296.0 --------------------------------------------------- TOTAL SUMMER POINTS 29,915. 19 29, 156.19 ---------------------------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 29,915. 19 . 37 11, 068 . 62 1 29, 156. 19 1. 00 1.039 .340 1.000 10, 301.70 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------- -------------------------------------------------- N 68.00 -10. 6 -720.8 DBL CLR N 12.0 7.3 1. 15 101.0 DBL CLR N 26.0 7. 3 1. 18 223.3 DBL CLR N 30.0 7.3 1. 14 248.9 E 24. 00 -10. 6 -254 .4 DBL CLR E 3 .0 -9.2 .84 -23.1 DBL CLR E 6.0 -9.2 .75 -41.6 DBL CLR E 15.0 -9. 2 .75 -104.0 S 156. 00 -10. 6 -1653 . 6 DBL CLR S 68.0 -28.4 .97 -1870.8 DBL CLR S 33 . 0 -28.4 .89 -838.6 DBL CLR S 16. 0 -28.4 .93 -423.6 DBL CLR S 3 . 0 -28.4 . 37 -31.3 DBL CLR S 6. 0 -28.4 .93 -158.9 DBL CLR S 30.0 -28.4 .93 -794.3 W 51.00 -10.6 -540. 6 DBL CLR W 10.0 -9.2 .79 -72.5 DBL CLR W 33 . 0 -9.2 . 67 -204.4 DBL CLR W 5.0 -9.2 -. 11 5.0 DBL CLR W 3 . 0 -9.2 -. 11 z. ' 3.0 ------------------------------------------------------------------------------- .15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1,787.00 299. 00 .896 -3;169.40 -2,841. 33 -3,981.69 NON GLASS------------ AREA x BWPM = POINTS It TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 2048. 0 2 . 2 4505. 6 Ext NormWtBlock In 4.2 1165. 0 6.34 7386.1 Ext Wood Frame 11. 0 883 .0 3 .70 3267.1 Adj 242 . 0 j .6 871. 2 Adj Wood Frame 11.0 242 . 0 3.60 871.2 DOORS---------------- Ext 41.0 12. 3 504. 3 Ext Wood 41.0 12 . 30 504.3 Adj 19.0 11. 5 218.5 Adj Wood 19.0 11.50 218.5 CEILINGS------------- UA 1237.0 1.2 1484 .4 Under Attic 30. 0 1242 .0 1.20 1490.4 FLOORS--------------- Slb 137 .0 8.9 1219.3 Slab-on-Grade .0 137.0 18.80 2575.6 INFILTRATION--------- 1787. 0 7.4 13223 .8 Practice #2 1787. 0 7.40 13223.8 TOTAL WINTER POINTS 19 185.77 25,555.31 --------------------------------------------------------- TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------ ----------------------------------------------- 19 ,185.77 . 55 10, 552 . 17 25, 555. 31 1.00 1. 039 .457 1.000 12, 136.58 WATER HEATING BASE ___ __= AS-BUILT -------------------------- ------------------------------- NUM OF x MULT = TOTAL TANK VOLUME EF. TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT -------------------------- -------------------------------------------------- 3 3803 .0 11,409. 00 50 .95 1. 000 3523. 3 1.00 10,570.00 SUMMARY BASE ___ __= AS-BUILT --------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS -------------------------------- --------------------------------------- 11068. 6 10552 .2 11409 . 0 33 , 029.79 10301.7 12136.6 10570.0 33,008.28 ***************** * EPI = 99.93 * `. ***************** 'k ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.9 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 -------------------------------------X-1 The maximum allowab a EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X-------� INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 4. 2 1 -----------X---------I R-0 R-19 Floor R-Value. . . . . . . . . 0.0 iX--------------------I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 X.'.-----------------I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 7 .4 --X------------------ WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . • 0.95 1 -----------------X---) 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I ---------------------1 0.40 0.80 Solar EF. . . . . . . . . . . . . . ---------------------� OTHER FEATURES. . . . . . . . . . . . . . . . I certify that these energy saving featur re ired f Florida Energy Code have been installed in this u Builder Address: Signatu e• Dat J City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 DATE: 2/13/98 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Pre ared By: RICHARD THOMPSON R.Bp Ellis Energy Design Systems Job Name: LINKSIDE DR. *********************************************************************** DESIGN CONDITIONS For OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 ' Safety Factor 5 Latent Factor ($) 29 Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- WHOLE HOUSE 45649 1522 35345 1473 ------- ------- ------- ------- HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 2/13/98 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: RICHARD THOMPSON R.B. Ellis Energy Design Systems Job Name: LINKSIDE DR. ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 68 156 24 51 0 0 0 299 COOLING 1700 6240 1776 3774 0 0 0 13490 HEATING 2176 4992 768 1632 0 0 0 9568 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 2290, 2290 COOLING 9160 9160 HEATING 14198 14198 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 60 60 COOLING 792 792 HEATING 1242 1242 -----------------------------------------------'=------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 137 0 4987 RAISED WOOD 0 0 ------------------------------------------------------------------------ CEILING IAREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1242 2981 2981 SGL ASSEMBLY 0 0 KNEE WALL 0 0 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3542 Lights & Appl. Load 1200 Latent Safety Btuh 177 Ventilation Load Duct Heat Gain 2854 Infiltration Load 2121 Sensible Safety Btuh 1547 TOTAL SENSIBLE LOAD 35345 TOTAL LATENT LOAD 3719 Summer ACH 0.4 Temp. Swing Mult. 1.00 *** Total Cooling Load 39064 BTUH Or 3.26 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 8929 Ventilation Load 0 Duct Heat Loss 1649 Safety Btuh 2095 Winter ACH 0.8 *** Total Heating Load 45649 BTUH Or 3 .80 Tons*** ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ------------------------------------------------------------ PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------ ----------------------- Exterior & 606. 1 Maximum of 0. 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- Ductwork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1.A.2 . ------------------------------------------------------------------------------- Combustion 606. 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ---------------------------------------- ------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. -------------------------------- --------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610. 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610. 1.ABC.2 & 610. 1.ABC. 3 . Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 68.00 65.8 4474. 4 DBL CLR N 12 .0 38. 3 .89 411.2 DBL CLR N 26. 0 38. 3 .88 875.2 DBL CLR N 30. 0 38 . 3 .91 1040.5 E 24 . 00 65.8 1579. 2 DBL CLR E 3 . 0 79.7 .94 225.9 DBL CLR E 6. 0 79.7 .91 436.8 DBL CLR E 15. 0 79.7 .91 1091.9 S 156. 00 65.8 10264 .8 DBL CLR S 68. 0 66. 2 .93 4185.1 DBL CLR S 33 .0 66. 2 .80 1751.8 DBL CLR S 16. 0 66.2 .85 900.3 DBL CLR S 3 . 0 66.2 .49 97.6 DBL CLR S 6. 0 66.2 .85 337.6 DBL CLR S 30. 0 66.2 .85 1688.1 W 51. 00 65.8 3355.8 DBL CLR W 10. 0 79.7 .93 738.6 DBL CLR W 33 . 0 79 .7 .88 2317.8 DBL CLR W 5. 0 79.7 .61 243.7 DBL CLR W 3 . 0 79.7 . 61 146.2 ------------------------ ----------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1,787 . 00 299. 00 .896 19, 674 .20 17, 637. 69 16,488.39 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 2048. 0 .9 1843 . 2 Ext NormWtBlock In 4 . 2 1165. 0 1. 12 1304.8 Ext Wood Frame 11. 0 883 . 0 1.70 1501.1 Adj 242 . 0 .7 169 .4 Adj Wood Frame 11. 0 242 . 0 .70 169.4 DOORS---------------- Ext 41. 0 6. 1 250. 1 Ext Wood 41. 0 6. 10 250.1 Adj 19. 0 2 .4 45. 6 Adj Wood 19. 0 2 .40 45.6 CEILINGS------------- UA 1237. 0 . 6 742 .2 Under Attic 30. 0 1242 . 0 . 60 745.2 FLOORS--------------- Slb 137. 0 -37 . 0 -5069. 0 Slab-on-Grade . 0 137. 0 -41.20 -5644.4 INFILTRATION--------- 1787 . 0 8. 0 14296. 0 Practice #2 1787 . 0 8. 00 14296.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL SUMMER POINTS 29,915. 19 29,156.19 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ----------------------- ------------------------------------------------ 29,915. 19 . 37 11, 068. 62 129, 156. 19 1.00 1.039 .340 1. 000 10,301.70 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- WINTER CALCULATIONS BASE ___ __= AS-BUILT ------------------------------------------ GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 68. 00 -10. 6 -720.8 DBL CLR N 12 . 0 7 . 3 1. 15 101.0 DBL CLR N 26. 0 7.3 1. 18 223.3 DBL CLR N 30. 0 7 . 3 1. 14 248.9 E 24. 00 -10. 6 -254.4 DBL CLR E 3 . 0 -9 .2 .84 -23. 1 DBL CLR E 6. 0 -9.2 .75 -41.6 DBL CLR E 15. 0 -9 .2 .75 -104.0 S 156. 00 -10. 6 -1653 . 6 DBL CLR S 68. 0 -28.4 .97 -1870.8 DBL CLR S 33 . 0 -28 .4 .89 -838.6 DBL CLR S 16.0 -28.4 .93 -423.6 DBL CLR S 3 . 0 -28.4 .37 -31.3 DBL CLR S 6. 0 -28.4 .93 -158.9 DBL CLR S 30. 0 -28.4 .93 -794.3 W 51. 00 -10. 6 -540. 6 DBL CLR W 10. 0 -9. 2 .79 -72.5 DBL CLR W 33 . 0 -9.2 .67 -204.4 DBL CLR W 5. 0 -9. 2 -. 11 5.0 DBL CLR W 3 . 0 -9.2 -. 11 3.0 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,787. 00 299. 00 .896 -3, 169.40 -2 ,841. 33 -3,981.69 NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 2048. 0 2 .2 4505. 6 Ext NormWtBlock In 4 . 2 1165.0 6. 34 7386. 1 Ext Wood Frame 11.0 883 . 0 3 .70 3267.1 Adj 242 . 0 3 . 6 871.2 Adj Wood Frame 11. 0 242 .0 3.60 871.2 DOORS---------------- Ext 41. 0 12 . 3 504 . 3 Ext Wood 41. 0 12 . 30 504.3 Adj 19. 0 11. 5 218. 5 Adj Wood 19 .0 11.50 218.5 CEILINGS------------- UA 1237. 0 1. 2 1484 . 4 Under Attic 30. 0 1242 . 0 1.20 1490.4 FLOORS--------------- Slb 137 . 0 8.9 1219 . 3 Slab-on-Grade .0 137. 0 18.80 2575.6 INFILTRATION--------- 1787. 0 7 .4 13223 . 8 Practice #2 1787 . 0 7.40 13223 .8 TOTAL WINTER POINTS 19 185.77 25,555. 31 ------------------------------------------------------------ TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 19, 185.77 . 55 10, 552 . 17 125, 555. 31 1. 00 1. 039 .457 1. 000 12, 136.58 WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ------------------------ -------------------------------------------------- 3 3803 . 0 11,409. 00 50 .95 1. 000 3523 . 3 1.00 10,570.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS --------------------------------------- -------------------------------------- 11068. 6 10552 .2 11409. 0 33 , 029.79 10301.7 12136. 6 10570. 0 33 ,008.28 ***************** * EPI = 99.93 ***************** ENERGY GUIDE For detailed information bf the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.9 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 I -X- I The maximum allowable EPI----is---100---.--The----lower------the----EPI----the----m-ore efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X-------I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 4 . 2 I -----------X--------- I R-0 R-19 Floor R-Value. . . . . . . . . 0. 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 IX--------------------I HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12 . 0 Electric HSPF. . . . . . . . . . . . 7. 4 I --X------------------ I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.95 I -----------------X--- I 0. 54 0.90 Gas EF. . . . . . . . . . . . . . 0. 00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I ---------------------I OTHER FEATURES. . . . . . . . . . . . . . I certify that these energy saving featur re ired f Florida Energy Code have been installed in this uS»e Builder Address: Signa tue- Dat fl City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 DATE: 2/13/98 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: RICHARD THOMPSON R.B. Ellis Energy Design Systems Job Name: LINKSIDE DR. DESIGN CONDITIONS For OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 45649 1522 35345 1473 ------- ------- ------- ------- HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 2/13/98 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: RICHARD THOMPSON R.B. Ellis Energy Design Systems Job Name: LINKSIDE DR. ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 68 156 24 51 0 0 0 299 COOLING 1700 6240 1776 3774 0 0 0 13490 HEATING 2176 4992 768 1632 0 0 0 9568 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 2290 2290 COOLING 9160 9160 HEATING 14198 14198 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 60 60 COOLING 792 792 HEATING 1242 1242 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 137 0 4987 RAISED WOOD 0 0 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1242 2981 2981 SGL ASSEMBLY 0 0 KNEE WALL 0 0 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3542 Lights & Appl. Load 1200 Latent Safety Btuh 177 Ventilation Load Duct Heat Gain 2854 Infiltration Load 2121 Sensible Safety Btuh 1547 TOTAL SENSIBLE LOAD 35345 TOTAL LATENT LOAD 3719 Summer ACH 0.4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 39064 BTUH Or 3 .26 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 8929 Ventilation Load 0 Duct Heat Loss 1649 Safety Btuh 2095 Winter ACH 0.8 *** Total Heating Load 45649 BTUH Or 3 .80 Tons***