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361-363 Sherry Dr (vault) 't T904396058/ P. 01 ti:u.n Marco F r-��R C'.vie- ti >=-JG 02 � MAP SHOWING SURVEY OF ,� t ATLAtdtZ"Ii:;SF.ArHr FA 'x OF 'Ja!TS 3'3 ,AND 35, B5, 5, PLAT NO• 1 cORRSUBDNT PUBLIC t A', hL A R AT BOOK 5, PArf: 69 U4? THE CUMBERZD TRAC7 ollicDW�STr RLY�OF' AS itROR3 IN PL WITH A PART OF AN UNK ALL QF W}tiCH It qtr R6 COUJITI, F•r,ORIDA, TOGETHER OF SKERRY DRIVE, h 4iE Snip romml SLOT 3"i TO THt EASTTz-Rf Y LINE ,}�RTIL:LILAF'i DESCRIBED AS FOLLOYS1 FOR ROF WAYOFOFFTHIRD rST9EE a OF fiHSti.. Y INTEIZ4,ItGTION Or THE t�QRTf4>~KL uT OF WAY Z1 RIGHT 4; WAY AS NOW ESTABLISHED) WITk THE EASTERLY RrG- AS , `HL=Rx DRIVE, FOF HiRLY OLD SHERRY DRIL,ONO SAID EASTERLXHRIG 1T'WOF WAY aLINf3�AP'L St)F1'1 i c TMFNCt. NORTH 12023 IO WEST, A A DZSTA'NCE OF DRIVFr A p>smnNa OF 3'T"T.6$SAIDTRAB'"FRtX�ORiGHTFaFBwAxNLiNE� THFl4CE tlfv NORTH 122 '10" W $Tf ALONG A T7I�1`ANCE OF 94-45 FEtD t�8 THENCE NOATri 83'42'00" F AST, S'fE':LY c 27.00 Ffifiri� x T4iENCE SQUTII 96010,00" EAGT, Ag�o92SSrOD* EW1?1T A ja F,,A$TERLY LIME OF SAID GOA 33e THENCE SOUTK i.� LTti>: OF LO�p! 33, A DISTANCE. QF 25.84 TEi;"L'j f DISTANCE pF 91,53 F'E�;T TO THE POINT OFSEc"=INNIPIG. ! - i 11 1 OFFtClAI RECOAOS VOLUME 5626, PAGE 703 Li� ( QFE1GIAi RECORDS YOLUM£ 6093, PACIr 1533 ! f 1.-1 I� E 41 . o o 1 Ap m lo a� +r X ! F ty q o pp , U. - Tf NI 83.4 '00" �E 94 4,'S' u° • ' . 3rra I !` ' "_0 N T1N0 5T Y FRA4E do 4.5 17,8,'o, 4i t� STUC r oittrL � , 7. CE F.QrfELE/ g1 F . EVQ 2pcOMrlc ki $�{ 1c YwrG.4FLOOR EEV , N r4o6;22.1' r, ' PATIO v(L CO OD �^ t. 17.8- ! Z-C ?`0 r �. 1 83-4200 ,( it"F�Af Ffpt i' , POINT OF '��I 5 $3".7' 2 QD t 91,59'�, � Fa;P0!tax�z Cn _ B�GtNNil�G � i i � � 1 £ sour-r 26.67 FEET OF LOT 35 NE SOU7r4 26.67 FEET OF,LOT 33 r +_ b T �q s POINT dF REFERENCES I k THIRD STREE (40' RIGHT OF WAY - PAVED) NOTES. E I ,, �NCE�OSTOW rr< � }�REBX CEtzP2F}t 4W44 3 Sr �. THIS IS A 130VNDAFRY SUR\'— CvRPOt7ATZON, ca4,jDM7,ALTH LAND iTy'gZ I1d Ul"Zr COIw�PA THE B Afttt GS BAS QIr 11 E ASS R4r AT 1 1z�cAN �LRsf �j ' 'rI � sEl S TNC.F CI�� z rt�r 2. , RY 1 'IVE Aa PER ViwYF� ' S�A1` J�RI��fl �MIONOVAT. OF' WAY LINE Of. St efZ MAP 1S A T 1 SOA71hR)vN:l LANG Sl7!R`:EYC{RS afAWIh�O AND THAT TFC; kTURV1.'Y REF � I F'k141! liiS ' f N4. T3 RIG14. 'I =iNICAL ST&,z% $ OF THE FLO DT �N'S'J'PATIVE Cm 7FR G1 G37-6 AND TRS.FWRTDA LAND TI £ h SOCIATIGN.. 3, ti0 9'JILDING LINE 't?ES7RiC711ONS AS PER i PL AT. ^7>' ;OWN HEREON APPFPR- TO LIE IN t YE tl k . OUTSIDE THE 500 YEAR FLOOD to �.:, + ,;1 F D LTFROM THE ' ZO, 'COMMUNITY PANEL ATLANTIC 120075— _ DONN W. 80ATW OOT. . tIEACH, i-L ORIDA... FL,4RtDA REG. 1 AND Su43':IEYOR Na. 3. THIS SuRVLi` tAOi VALlt VNLbSy i .—.�. SCALED WITH AN EM30SSED SEALc t;� r 1-: C,� ;:LEVAT*N5 iEREr�� OF ` "A E (+t 14V� 1RS' INC. 1� +E14?'?Es0Sc 1 P. Q1__ AUG 02 '94 15:�6 F. 0. kJi �+ o ... x $ Q ._ ,1� MAP SHOWING SURVEY OF A PhRT OP LOTSI 33 AND 35, BLOCK 5, PLAT 140. 1 SUBDIVISION "A" ATLANTIC �� a REACH, AS RE;CQRDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS cr OF DUVAL COUNTY,, FLORIDA, TOGETHER WITH A PART OF AN UNNUMBERED TRACT ° l� CL LYINGMFSTERLY OF. SAID LCT 35 TO THE EASTERLY LINE OF SHERRY DRIVE, ALL 1 Or WHICII xS MOg9' PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT 4F f(74�RB'Irr IRENCE CO?iMENLE AT THE INTFtTSEC:TION OF THE NORTHERLY RIGHT OI' WAY `(..INEripSTREET (A 40 FOG'S RIGH`C OF WAY AS NOW E5ThOLISHED) WITH ` HF, EASTERLY RIGHT OF WAY LINE OF SHERRY DRIVE, E'QRHERLY OLD SHERRY 1 3 DRIVE (A 60 FQOT RIGHT OF' WAY AS NOW ESTABLISHED); THENCE NORTH 2 17.02311.0" WEST, ALONG SAID EASTERLY RIGHT QF WAY I,I.N1; OS SHERRY DRIVE, A 3 DISTANcF OF 204.;6$ FEET TO THE POINT OF BROIXNINC; THENCE CONTINUE NORTH 0 12023'3.0" W'kST, ALONG SAIL) EAS'TI~kV RIGHT OF WAY LINE, A DISTANCE OF B 26.63 FF%'P; TIIF.t10E NORTH x3142'00" EAST, ALONG THE SOUTH LINE OF THOSE 6AND,S DESCRIBED IN OFFICIAL FRECORVS VODUME 6093 PAPE 1553 OF TNF; SAIn PUBLIC- RECORDS, A DISTANCE OF 97.28 FEET TO THE EASTERLY LINE OF SAID LOT 33; THENCE .1WITH 06019'00" EAST, ALONG SAID EASTERLY LINE OF LOT 33, A DISTANCE OF 26: 49 FEET; THENr-E SOVTA 83042100" W49T, A DISTANCE OF � 3 y4.45 PEE TO THE POINT OF BF,GINNING. r rfif I I r OFFICIAL RECORDS VOLQME 5626, PAGE 709 • OFFICIAL. RECORDS VOLUME 6093, PAGE 1=053 � 11 A PAR± OF LOT 35 PART OF LOT 3J �� .3 r ,. 97.31' FIELD 8., 42 00 7.2 2 wN� PIPE •i . GJ' !J N ,v / � , Ln t") (.,4I.MroGo �eNC[ 4 G404GE FLOOR Z.4R +u a W C6n. � �ELEV!O.61NG''p Mg FrntrSHEAno. Q Cn r FLOORSTO�y r„ 085 Y °p ' o STUCCO aQV �sl�er�rc w 61OUNT OF ' F;Pf L.Y. II?2•�. 81 �4?'00„ PtfiE "L 8, 3e>i"• inr N SEGiNNING I 4.45' o xTTT I PART QF LO? 35 J V ( f �� .�'"1 PART 0F L07 rl E . C� y7H: 2667 FEE- �' 4 .A•{ OF LOT 35 f THE $ V.H 26.67 FEE, Q t r;x� I 1 C,F CO` 3r, POINT OF I REFER�NCE1 ^ Lor �4 V.\ f L 0 -r i � J•� �rR�[I i . NORTH THIRD STREET "+M 1, IH;L IS A BOLrhGAR f SURVEY, I jr, o 1 1994 1, BEARINGS 6ASCI) ON 71-IE 9A5T 14T OF *,Ay 1.NC GrF 51 tERaY D,tiVC Fti ASS FER 8QATWRIGI.IT LAPID 5LrRVE1'OR5 oRtY�NG I IIFFtFJT3Y C'ERTIFy Im JopallN II NO, B93-6291 C?DxiICAL DANK, N.A., A ,4R'CAN r ' 3. hG BIiiLI)ING +RESTRICTION Lt�lE5 A(5 INC& AND Or,,t`ti W� ALTII LAND TiTLX T+} T'I I HAVE :•t1 M-lE.D AEP, FL.4?. THE LA14D6 AS SHOWN IN 74 AWNE CAP'PICN AND TI{A'i THIS MAP 15 A TRUE A14D CORRECT WPM ATICN Tt THAT INIK Y I &ND '1 lAT mv, St)R'JEY REPRESENTED � �'TS '�� MITtiit�]hS tF7CitNICAL $Tr°: API115 OF 711E FIP,)Zlt)t A NSSTRATI`1E CODE THAl 4AFS IO CIlA7rFR 61 017-6 TN, THE FIFRIA LLD TITLS A=IPTIJN. nJhAR.- 500— t1E_ IN YAR FLOGii PLAA-i� AS''NF-ELL AS C" BF C,ETERk4NE0 FROM + ;E yOF,O 1NSURA'J E RATE MAP' PANEL ','JMBEr �2rr"g�DuG;—G R--ASED APRIL. i''. 196E FOP THE •Ejl?l ATLANIX 69AGY' FLCRIDA p NN W. BOATVhRIOHT, S. TiiIS SLIR`a;.Y t+,T VAUL) UNLESS I " FLORIDA REG. !.AND SL RvEYQR No 3295 3EALtifJ '9;4 AN E,BOSSEO �EQ.I __ OF Si)R'i-yQr, SftNED HEPEOX ! otti-SE6 Aur IST E,r494 TO SHOW�:N�S14Et7 Fr�C�F7 EiEVa7l SNS7 77 1 CITY OF a.ctcc Ve d - 57&Za4 / 800 SEMINOLE ROAD i _ ATLANTIC BEACH,FLORIDA 31233-5445 TELEPHONE(904)247-5800 40 FAX(904)247-5805 NOTICE TO : Water Department FROM : Building Department DATE: 1 Cf l/ Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address } Sincerely, Building Department DATE: ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: Lj ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue. copies of the permits. S I NCE7Y, BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address 34, "7 55 6 363 ign DaKmeax exxxxxxXAYkue*xxGpa)es:xccfxxtzhex4xxEmd>bu. Please update your records accordingly. BUILDING CLERK CITY OF ATLANTIC BEACH /vcb PSR-3844 7686 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION -------- LOCATION INFORMATION -------- - =ermit Number : 7656 iddress : 361 SHERRY DRIVE Permit Type: MECHANICAL ATLANTIC BEACH . FLORIDA 32233 'lass of Work: NEW ---------- LEGAL DESCRIPTION --------- - Constr . Type: WOOD FRAME Lot : Block : Section: Provosed Use: DUPLEX Township : RNG: 0 -Dweliinas : 0 Code : 0 Subdivision: SALTAIR Estimated Value: $0 .00 Improv . Cost : $0 .00 Total Fees : 547 .00 Amount $47 . 00 Det? 3 :'RAL HEAT AND yIR IN NEW DUPLEX UNIT ----------- OWNERINFORMATION -------- ---- APPLICATION FEES ----- 547 . 00 Nafpe: 7AN �iP '=� PROPERTIES PERMIT 4ddre;:s 1 HERR`% DRIVE WATER IMPACT FEF. $0 .00 >TLANT1 _' SEACH . FLORT.?-"'. SEWER IMPACT FEE $0 . 00 Phc,r, 9#')4 241:1-8-51WATER METER/'TAP 50 . 00 RADON GAS-H .R . S . $0 . 00 ------- CONTRACTOR INFORMATI RADON GAS - 5% $0 . 00 Name : OCEAN S7ATE HEATCAPITAL IMPROVE . $0 .00 Address , 1476 ATLANTIC BLVD. SEWER TAP $0 . 00 NEPTUNE BEACH , FLORIDA 3227 HYDRAULIC SHARE $0 .00 T'i -pnse : MHAR-C6 Type: 3 CROSS CONNECTION 50 . 00 SEC -11 IMPACT FEE SO .On CON . SC--OTHEF,' c n NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 8perator: CRYSTAL ATLANTIC BEACH BUILDING DEPARTMENT Date: 12/22/93 00 Receipt: 0018752 Total Payment $47.00 By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 92299 APPLICATION FOR MECHANICAL PERMIT - -IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I, C LOCATION street Address: -3(--, // ?��,/ / . OF Interacting streets: Between BUILDING And sub-division II. IDENTIFICATION — To be completed by all applicants In consideration o permit given for doing the work as described in the abcve statement we hereby agree in ee"Orm said wewi with the attactLed�plans and specifications which are a part hereof and in accordance with thn City of Jec1s,.,!'a ,rdinen«; i•; -,•�•;e•os of good practice listed therein. Name of Mechanical Contractors Contractor (Print) Mester co Name of Property Owner �� - signature of Own• signature of or Authorised� Architect or Engineer Ill. GENEN L INFOR TION A' Type of hefting /rel; J B. Electric-A / IS OTHER CONSTRUCTION aEING tO ON THIS GUILOING OR SITE t �J ❑ Gas—❑ LP ❑ Natural ❑ Centrel Utility IF YES, GIVE NUMGER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MICHAN)CAL gpUIPMiNT TO gE INSTALLAD NATURE OF WORK (Provide complete list of componenh on bock of Mia faros) Residential or L; Commercial fk Heat ❑ Spaces ❑ Racened Ceetsel 0 Blew New Building Air Condrtioninq: ❑ Room GeMI / ❑ Existing Building Duct System: Materia _ ❑ Replacement of existing system Manmum capacity ��7'� i.f le. New Installation(No system previously instsi ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity ❑ Other — Specify g•O ❑ Fire sprinklers: Number of head, ❑ Elevator ❑ Manlift ❑ Escalator (erstsber) THIS s►ACE POR orftcE USE ONLY ❑ Gasoline puma. (number) ❑ Tank, (number) Remarks ❑ U46 contaiasi/, kyrnber) ❑ Uefired pressure vetses ❑ Boilers Permit Approved by Dots ❑ Other — Spocify Permit F.. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unit. Description del MoNumber Mamdaatum tr Apposing R HEATING • FURNACES, BOILERS, FIREPLACES tr Number Unlb al Description Memlimber >ttaatifactialm ( ) &e TANKS i Row Many NoW aal CWdty 'iso Lquid NaGaa at serial Approving W Dlsnsatoea contained Massahotare No. Agency I � 1 PSR-3844 7687 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ LOCATION INFORMATION ----- _-ermit Number : 7687 Address 363 SHERRY DRIVE Permit Type : MECHANICAL ATLANTIC BEACH , FLORIDA 32233 'lass of Work: NEW ---------- LEGAL DESCRIPTION ---------- Constr . Type : WOOD FRAME Lot : Block : Section: Proposed Use: DUPLEX Township : RNG: 0 T�wellinas : 1 Code : 0 Subdivision: SALTAIR .stimated Value: $0 . 00 Tmprov. Cost : 50 . 00 Total Fes $47 . 00 Amour. 54-7 nr - - - OWNER INFORMATION - --- ---- APPLICATION FEES ----- Name : SAN MARCO PROPERTIES PERMIT $47 .00 �r?,�rccc -63 SHERRY DRIVE WATER IMPACT FEE $0 .00 ATLAt TIS PEACH, FLORI- SES/ER IMPACT FEE SO 0.0 hCn c�r74 24u-3 �,1 WATER METER/TAP $0 . 00 RADON GAS-H .R . S . $0 .00 --- --- CONTRACTOR INFORMATION ---- RADON GAS - 5% $0 . 00 Name: OCEAN STATE HEAT & AIR CAPITAL IMPROVE . $0 .00 -idress : 1476 ATLANTI`" BLVD . SEWER TAP $0 . 00 711EPT' VE ?EACH , FLORIDA 32233 HYDRAULIC SHARE $0 .00 4,,,- L -',q6 Type: { CROSS CONNECTION 50 . 00 SES' . 1I IMPACT FEE $0 . 00 CON . SC--OTHER $0 - 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CRYSTAL i t OoIB753 ATLANTIC BEACH BUILDING DEPARTMENT Date: 12/22/93 00 Reye P • $47.00 Total PaYwnt By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH. FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL IN NUMBER— IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Addreu: �� (/1 L2!�L/ OF I Inters*«ting Street$: Between BUILDING I And sub•diV;Iien F11. ON — To be completed by all applicants In considaret,on of permit gwen for doing the work as described in the abcve statement wa hereby agree to ce•4c; T with the attached plans end s ecif,rnt n which said wc•. f p o s c are s pert hereof end .n accordance witn the Cty of Jocks: .I'e crd;nancr. �•; ;•e-ce �s o good practice listed therein. Name of Mechanical Confro fors Conhacfor Name of Property Owner / C Signature of Owner _-_ Signature of or Authorized Ag Architect or Engineer III. GENERAL, ON. AType of heating fool: 8. IS OTHER CONSTRUCTION BEING�DONE ON Electric THIS BUILDING OR SITE ❑ Gas—❑ V ❑ Natural ❑ Central Wilily IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ OMer — Specify IV. MBCNANICAL BQUIPMBNT TO BE INSTALAW NATURE OF WORK (Provide complete list of componenh on back of Mia fe—I ( Residential or E Commercial Meat ❑ Space ❑ Recessed C,"#,w O lbw ) New Building Air Conditioning: ❑ Room Central I Existing Building Oucf System: Material ❑ Replacement of existing system ` �j New installation(No system previously Instaiiedi Maximum capacity Apia i 4.11-011. (3 Refrigeration ❑ Extension or add-on to existing system — tower:foe►: Capacity J.P.M. El Other — Specify Cl Rre sprinklers: Number of head ❑ Elevator ❑ Monlift ❑ Escalator (rwmbw) THIS SPACE POR oFFtcE USE ONLY ❑ Gasoline pumps_ (number) (Reeaived1 ❑ �Taa/n�k, ("umber) Romans ❑ LPG Cente;"at (nYlnberl ❑ Unfired procure vemel ❑ toilers Permit Approved by Das• ❑ Othw — Specify Pormit LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT tr w�s Number Un1ta Description Me"Number xanuteAturer ( ) -- - X 77 2— HEATING - FURNACES, BOILERS, FIREPLACES Ca�ttr Appeve� Number Unite Deecrtptloa me"wumb r Itanufaetwm (MM) w�eP 17 w-Li 3,C2 TANKS Aon► bun NoQlaal serial A ovin Y ams D6�i Contallned N][a>1�etww No. P ercy J CITY OF nn&a&a 3&wA-I" Office of Building Official REQUEST FOR INSPECTION Date ` r` Permit No. Time 3 A Received P Job AddresLo ality Owner's Name Contractor BUILDING CONC�TE� ELECTRICAL PLUMBING MECHANICAL Framing ❑ oo mg ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY OR INSPECTION A.M. Mon. Tues. W Wed. T�hurs. Friday // � PP.M. Inspection Made �""r� ` / /� '"«'� Final Insa ion El Certificate of Occupancy ❑ Date 11''-- eeCITY OF /� _ , / fQ+G ax4'c /3�-4&'� r Office of Building Official I VREQUEST FOR INSPECTION 7 -7( Y �►-� Date _ / / Permo. Time A.M. C7 r— Received ' P.M. rob e s o lily Owner's Name Contractor BUILD CONCRETE `/f EL� LUMPNG"- _MEC A Footing Gam— hough Wiring ❑ Air Cond. & ,� R t Slab ❑ Temp Pole ❑ Top Out 3; Heating nsulation yp Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. ---Thurs. Friday P.M. Inspection Made // W f r� Inspector — Final Inspection ❑ Coertificate of Occupancy ❑ C t; ��C-�v� Date CITY OF Office of Building Official ?�0 REQUEST FOR INSPECTION 11 T1. l t Date �- Permit No. Time r1 (� A.M. Received v� P.M. .363 Job Addr s Locality Owner's Name Contractor UILD11 G CONCRETE ELE 16TF�CAL LUMB#No-- MECHANICAL. Framing Footing ❑ Rough Wiring C ng Slab ❑ Temp Pole ❑ Top OutHeating Insulation Lintel ❑ Final ❑ Sewer -E!111--Fire Place ❑ Pre Fab READY F R INSPECTION +` A.M. Mon. Tues. Wed. (` AThurs Friday P.M. I M. 4� Inspection Made r� P.M. Inspectgt/' �ti� Final Inspection ❑l F / Certificate of Occupancy ❑ Date CITY OF KE F over— 1=2.oNT Yq&4a& ate-#; Office of Building Official REQUEST FOR INSPECTION s,�6o E Date Time ^� Permit No. �_�3 Q A. � Received ! ��"/7 Job Address Lo ity Owner's Name Contractor 1:2 DIN CONCRETE LECTRTL`Atj ECHA L Framing E] Footing El Rough Wiring El ElRe Roofing El Slab El Temp Pole ❑ Top Out ❑ Heating Insulation El Lintel ❑ Final L7 Sewer 1-1FirePlace G Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. urs. Friday A.M. Inspection Made RM. Inspector Certificate of Occupanc Date r\ Y 0k)e r pe-oo-TT CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. / �a m Time �-/� A.M. '7s/�7 P Received ` P.M. 36 Job Address Localit Owner's Contractor N � BUI ING CONCRETE —It--L—EC—TRI PLUMBIN ming ❑ Footing ❑ Rough Wiring ough Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Pre Fab lace 11 READY FOR INSPECTION A.M. Mon. Tues. Wed. Thur. Friday P.M. Inspection Made PM' Final Inspectio Inspector Certificate of Occupahc Date Vfertiftrate of 'rruvaucu (fitu of Atlantic Tkac4 — Ylvriba Department of Tuiibinq Jnspertion 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 Duplex residence Bldg. Permit No. 7385 Group ,ti,frame Type ConstructiorAUP Fire District Atlantic Beach Owner of Building Mark J{ Kredell Address 361 Sherry Drive Building Address 361 S errs DriveAtlantic Beach, FL 32233 Locality By: DON C. EnRT) Building Offici I Date: '— 1 — POST IN A CONSPICUOUS PLACE (�erttftcttte of (�ccuc (situ of Atlantic 1=4 — Yloriba 1hpartment of Nuilbing Jn,iprrtion 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 Duplex Residence Bldg. Permit No. 7386 Group w,frame Type Constructionduplex Fire District Atlantic Beach Owner of Building Mark J. Kredell Address 363 Sherry Dive BuiWiegAddress 363-Sherry Drive Locality Atlantic Beach V-- C By: DON Q. FORD Building Official/ Date: L POST IN A CONSPICUOUS PLACE n ��"�,� //CITY OF /n�//__�`` �� 4&40d C /3�-"t+l4�L -44 Office of Building Official / / Q REQUEST FOR INSPECTION , Date ! /— ! ! 3f. l� Permit No. V✓ Time � A.M. Received P Job Addr cality Owner' Name Contractor BUILDING ONCRE ELECTRICAL LUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough E3 Air Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heatingd. & El Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READYR INSPECTION Pre Fab Mon. Tues. yyed. A.M. Thurs. Friday PM. Inspection Made A.M. _PM. / Inspector Final In ection ❑ Certificate of Occupancy ❑ Date 1 v CITY OF ATLANTIC BEACH, FLORIDA Avu..Y...:►.Y C=t=Lt�:. .t'C'`^.t� l �:1. � L!' `.0 L tJ T. TO IHE CHIEF ELECTRICAL INSPL-(YOR, 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 PIANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY of P. 0. BOX 330150 _ ATLANTIC BEACH,FL 32233,0150 ELECTRICAL FII}RM�:, ELETRICIA C', •.l U � NAMES2!- 1�IiU CD%gu� ADDRESS , I��8�+( �r'Je RFD BOX _ BLDG.SIZE BETWEEN: RES. 1' 1 APT. ( ) COMM. ( 1 _ PUBLIC l } INDUS. i ) NEW (`!' OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( } TEMP. } SIGNS ( ) SQ, FT. SERVICE: N£W_O<l INCREASEI } REPAIR ( ) FEE CONDUCTOR SIZE AMPS 1sd COPPER ALUM. - (SWITCH OR BREAKER PH 3 W /`SOV T AC W 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 AMPS. SWITCHES INCANDESCENT i FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER ` APPLIANCES BELL TRANSF.�_ AIR H.P. RATING HIP, RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT at MOTORS H.P. VOLTAGE PHS NO. OVER VOLTAGE PHS MISCELLANEOUS i — I, i, ---- TRANSFORMERS: UNDER 600 V. OVER 600 V. _- NO. KVA NO. KVA EACH SIGN + N0. NEON TRANSF. NO, VA. MA. NO. SIZE SWITCH FLASHER FORWARDED / S _ TOTAL FEES �� 7K6 CITY OF ATLANTIC BEACH, FLORIDA APprO"d by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE; �/ 7 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF AiLmmkAftco*mb. SES. P. 0. BOX 330150 Z ATLANTIC BEACH, FL 32233,01502 c - -�-- c _ ELECTRICAL FIRM: MA ELE htATuRE �QURNFYMC( NAM ADDRESS: � e-f RFD-BOX-- BLDG. fDBOXBLDG,SIZE BETWEEN: RES. (\i' APT. ( } COMM. { 1 PUBLIC ( } INDUS. ( } NEW (,,0 OLD ( ) REW. I ) ADDITION ( } TRAILER ( I TEMP. { 1 SIGNS ( } SO. FT. SERVICE: NEWY I C EASE( } REPAIR ( } FEE CONDUCTOR SIZE Z © AMPS / C/ COPPER ALUM, - - - TCH OR BREAKER AMPS PH W /7c'� T AC WAY EXIST. SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO, SIZE LIGHTING OUTLETS �- C.ONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.10 AMI{. 71.100 AMP,, SWITCHES — INCANDESCENT i FLUORESCENT &M.V. '• ___ _ FIXED 0.100 AM►�, py�h AIR APPLIANCES BELL TRANSF_�_ '- H.P. RATING H.P. RATING - CONDITIONING CAMP,MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT at MOTORSN.P. VOLTAGE PHS OVER -� NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS j TRANSFORMERS: UNDER 800 V. �+ OVER 800 V. --_. ....._ . NO. KVA NO. KVA NO. NEON TRANIF. NO, VA, EACH SIGN MA. MOTOR SIZE SWITCH FLASHER - I FORWARDED TOTAL FEES Of • ti � �� ' A ioff McialT1O N °fd ,09 o"ICI RN / � VIEQVESTFO permit No. p.M / ��Qcal�ty pate //// ANICAL Ree ceived \ MECN ❑ J Contractor uMg ❑ and' fobAddres Hen9 & ❑ LECTptICAI ❑ soughut C Fire place E Wlrin9 TOP C Pre Fa M, ner' h ,4 a CoNCvtetE ❑ Rou9 mp pole ❑ $ewer P.M N I�DING ❑ Foo{�n9 C Fens SO Slab INSPECTION Friday Framing. ❑ bintet REApV FDR Be Rootm9 ❑ ed Insulation p M s* Flnal IsPecf n �on❑ Tue Cer>�ticate of occupancy Mon. pate Inspection Made Inspector DATE: 1_�_`_S.l_ 9.3 _ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND AkE SATISFACTORY : ------ ' ------------------------------------------------- ------ ' ----------------------------------------------- ____ ------ ' ------------------------------------------------- ------ ' ------------------------------------------------- Enclosed are the blue copies of the permits. ELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF ATLANTIC BEACH, FLORIDA FOR ELECt`VCAL PERMIT TO THE CHIEr ELECTRICAL ENSPECTOR: DATE:�- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF A,lL,ANTJC UAGM GRVNANeES. ELECTRICAL FIRM: B= TF%TFSCV EIS. E LECTHIPJAN 1&6TUf[E- 49 W. 7th SI= ATLANIZCpFu�M, FL 32233 .7� /6 NAME 1��211�2�i` ��.d- -y'ADDRESS: - RFD BOX BLDG.SIZE BETWEEN: RES. ( 1 APT. ( ) COMM. ( } PUBLIC ( ) INDUS. ( ) L NEW (-.!� OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. SIGNS ( } SO. FT. — _- SERVICE: N E W J4- INCREASE ( ) REPAIR.( } FEE CONDUCTOR SIZE AMPS S G COPPER f ALUM. SWITCH OR BREAKER -6M- PH T RACEWl � . ------- EXIST.SERV.SIZE AMPS PH WVOLT RACEWAY FEEDERS NO. SIZE N0, SIZE __ NO. SIZE 4 LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES I CONCEALED I OPEN I TOTAL 0.10 AM/J. 11.100 AMPi. SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS. avt11 APPLIANCES BELL TRANSF. _ AIR H.P. RATING H.P, RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT- OVER _ MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS i -'�> ZZ Z TRANSFORMERS: UNDER 600 V. OVER 800 V. NO. KVA I I I NO. I ' IKVA - NO. NEON TRANIF. NO, VA. MA. I I MOTOR SIZE JSWITCH I FLASHER EACH SIGN — I FORWARDED TOTAL I; I PSR-3844 7 517 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ __ ____.__ LOCATION INFORMATION -------- �er-mit Number ' 75:17 Address : 361 SHERRY DRIVE Permit Type: PLUMBING ATLANTIC PEACH, FLORIDA 32211 "lass of Work: NEW ---------- LEGAL DESCRIPTION ------- Constr . Type: WOOr FRAME Lot : Bloch : Section: ,Proposed Use : DUPLEX Township : RNG: n DwelIings : I Code : 0 Subdivision: Estimated Value : 50 .00 Improv . est : $0 . 00 Total Fees : 55.1 . 50 Amount i S53 . 50 n' r '1 / 93 Da "Lt 1 LUMBINC, IN NEW DUPLEX UNIT #� �1 ,�ORMATION - --- .APPLICATION FEES ----- iq Misr "n, PROPERTIES PERMIT $5:x . 54 'RIVE WATER IMPACT FEE $0 .00 T'Imo'$SACH, FLOR I P SEi�� IMPACT FEE $0 . P1t -e 1)4 4 4 WA'f4, METER/,TRF SG RA N 'GAS-H'R. S . ---- -- CONTRACTOR INFORMATION ---- RADON GAS - 5� 10 .00 Name : NE'LSOM PLUMBING CO , :,INC . = APITAL IMPROVE . M $4 .00 Address : =0 �5-1 OLD DIXIE SEWER TAF $0-.00 .-T AUMTSTINE , FL 32445 HYDRAULIC SHARE $0 . 00 Li-erise FCfD2037,9 Type: CROSS CONNECTION $0 . 00 SEC . H IMPA;'-'T FEE CON . SC--OTHER $4 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT TAWY Date; 11/0;/93 01 Receipt: 0007005 Total Payment $53.50 By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: 0e-t` -1 TELEPHONE NUMBER: Cid g Z6 L �f gg - STATE LICENSE NO: ^C 20 s r2 TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INTALLED I SINKS SHOWERS LAVATORY I WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS Z CLOSETS ��o;��) 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 o 7519 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -7r >,ddress : 3�3 SHERRY DRIVE armpit Number . J1 Permit Type: FLUMBrt G ATLANTIC BEACH , FLORIDA 32233 `lass of Work: NEW -__- - LEGAL DESCRIPTIQN - constr . Type : WOOD FRAME ,ot : Block : Section: proposed Use : DUPLEX Township: RNG: '? 'wells,cas ' Code : r. 'ubdivision: estimated Valve : 50 . 00 Improv . Cost : SO .00 Total Foes : 553 . E=0 AIT,o}int Paid! 553 . 50 Da* } r 3193 ILLUMBING IN NEW i .)PLEv UNIT ---- APPLICATION FEES -- - Nay-; PROPERTIESPERMIT end,-, , I?RIVE WATER IMPACT FEE 50 . 00 1;C LEACH ,. FLORIL,� SEWER IMPACT FEE -48P WATO t ,rZR `TAP RADON` qUw44�.R. 5 ' 14TRACxTOR INFORMATION - RADON GAS - 5� 50 . 0 O Name IMPROVE . $0 .00 F t � CNC Andress JnS95-1 OLD DIXIE HIGHWA` SEWER TAP $0 . 00 l: r ;, 1rjcTlE F1, 32095HYDRAULIC SHARE SO ,00 CROSS CONNECTION 50 .00 SEC .H IMPACT FEE SCS •.00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANR BUILDING IMPROVEMENTS.LIEN LAW CAN RESULT iN THE PROPERTY OWNER PAYING TWICE FO ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT .-=' =r~: TmW 11/05/93 01 1 Receipt: 0 537450 Total PayWnt By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT /C JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: `� / f 6 - STATE LICENSE NO: 2 TYPE OF BUILDING: TYPE OF WORK: �2 HOW MANY OF THE FOLLOWING FIXTURE INSTALLED SINKS / SHOWERS ?--LAVATORY WATER HEATERS 2-BATH TUBS f DISHWASHERS URINALS DISPOSALS C CLOSETS / / L C�: tC+� � 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 PSA-3844 7386 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION - -- LOCATION INFORMATION - - . rmit Number : 7396 b: dress : 363 SHERRY DRIVE Permit Type: BUILDING ATLANTIC_. BEACH , FLORIDA 32-23- lass of Work: NEW --------- LEGAL DESCRIPTION ---- 'onstr . Type: WOOD FRAME et : 35 Block: 5 Section: `?roposed Use: DUPLEX Township : RNG: O ,fellings : 1. rode : 0 bdivision: ATLANTIC BEACH stimated Value: SO .00 Impr.ov . Cost : $88996 .00 Total Fees: 52811 . 74 Amount F3 $2871 . 74 T•-4t; 30 93 *' r,.=rw DUPLEX UNIT PER PLANS - HSF - 1545 ------- - - OWNER INFORMATION ----- -- -- APPLICATION FEES ----- Na MARK J . KREDELL PERMIT 5639 . 00 ddre s ° A30 SR�l MARCO BOULEVARD WATER IMPACT FEE 8530 . 00 ,IA�,."KS';jNVz.�LE,, FLORIDA 3`20-3 XSEWER 'MFA 'T FEE $12511 .00 Phone ' WATER METER/TAF $65 .0r, RADON GAS-H .R . S . $.3 . 49 - -----h- CONTRA'--TOR INFORMATION - RADON GAS - 5% $0 . 39 Name: MARK J. KREDELL CAPITAL IMPROVE . $325 . 00 .ddress 1930 SAN MARCO BOULEVARD SEWER TAF SO .00 JACKSONVILLE HYDRAULIC SHARE SO .00 A -P,.,rp CRrn43'156, Type: ; CROSS CONNECTION $35 .00" SEC .11 IMPACT FEE SC . 0`-' CON . SC--OTHER 53 , 87 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' IMPROVEMENTS-LIEN LAW CAN RESULT 95 THE PROPERTY OWNER PAYING TWICE FOR BUILDING i • ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO 41i'VO FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $2,871.74 njLEjPf NUMBER: 110395 . ATLANTIC BEACH BUILDING DEPARTMENT 6- CITY OF ` 114 75 4& Bim-0; Office of Building Official REQUEST FOR INSPECTION y Date Permit No. Time A.M. Received P.M. sff Job Address Locality Owner's �1 �/ Name Contractor S •y R d 0 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ <ou -PIr Air Cond. & ❑ Re Roofing E Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. on. Tues. Wed. Thurs. Friday P.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy Date CITY OF �PIP" QS 4&.& 12..4- Office of Building Official " / REQUEST FOR INSPECTION Date /` Permit No. Time Received P.M. 3 & 3 Job Address ocalit Owner's Name Contractor BUILDING CONCRETE ELECTRICAL U MBING MECHANICAL Framing ❑ Footing El Rough Wiring ❑ Roug Air Cond. & ❑ Re Roofing ❑ Slab El Temp Pole 1-1TopOut Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. JUurs. Friday P.M. VInspection Made / Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION - LOCATION INFORMATION _ :dress : 301 SHERRY DRIVE r-,T,i t Nt mber : 73$5 ATLANTIC BEACH . FLORIDA Perrr,;L Tape; BUILDING --------- LEGAL DESCRIPTION --------- - ass of Work: NEW 33 Block : ` Section: p .!)nstr . Type: WCOL� FRAME �t : RNC:; 0 TGwnship : Proposed Tise DUPLEX :2bdivision: ATLANTIC BEACH "A„ 1 code : 0 stimated Value : $88996 .00 90 .00 Improv . Cost : Total T7"F -, $2871 . 7 4 A r,, $2871 . 74 i INFORMATION - - --- APPLICATION FEES --- PERMIT $639 .0 Nawi— rA;f.1 KRE `ELL _ . WATER IMPACT FEE r_ �.r dream 1930 �P.'i MARCO BOULEVARD �, J.Tk(! S,jNV TLLE ; FLORIDA 322C7 SEWER INPA� FEE T Pr,-r- • ( 904) 396--110 WATER METER,/TAP ` - RADON GAS-H .R . S . 53 . 48 - - -- - CONTRA�TOR INFORMATTn RADON GAS - 5$ $0 . 39 cApITAL ^ $325 .00 ?dame:_ MARS; KREDELL SEWER TAP 50 . 00 T�ddrAc� : 1 30 SAN 11-RC-C BOULEVARD JACKSONVILLE HYDRAULIC SHARE $0,1.00 CROSS CONNECTION $--� 00 ql�. License: tC0437 56 Type: 1 " IMPACT _FEE CON . SC--OTHER $ $ NOTES: NOTICE –ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE r BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE Ir CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER f "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." TIME: 040- MRQR ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ LTO REVOCA$2,871 7 TENDE12F.0 4 VIOLATION OF APPLICABLE PROVISIONS OF LAW. RECEIPT *AIBER: 110394 ATLANTIC BEACH BUILDING DEPARTMENT ti r ti. By: ' CITY OF ATLANTIC BEACH r BUILDING PERMIT CALCULATION SHEET Address 1 - S k4 Date c7 ` 3V - 53 Heated Square Footage @ $ S3�oo per sq ft = $ Garage/Shed 37q @ S �• ��per sq ft = $ 2- Carport/Porch Carport/Porch I @ $ 13. O� per sq ft = $ a73 Deck @ $ O per sq ft = $ Patio C�@ $ per sq ft = $ TOTAL VALUATION: $08 9 9�p 8 , qq� o 0 06 1-266 - $ Total Valuation 1st $ Dee U 36 99L /slv d 10 $_ 56 Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ;b P" ( () Fireplaces @ $15 .00 $__�S�00 BUILDING PERMIT FEE $ BUILDING PERMIT $ 3 9,�� WATER CONNECTION $ 3 O.p® SEWER CONNECTION $ , . 0 0 WATER METER/TAP $ a " CAPITAL IMPROVEMENT $ �`� ,S' D (7" RADON (HRS) .00 $ 3 6 RADON (CAB) 00665 $ 9 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ OTHER GRAND TOTAL DUE $ 2, ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH BUILDING PERHIT CALCULATION SHEET Address -Z (0 3 S k4 Date ' 3 V - 5 -3 --- Heated Square Footage@ $ 53,00 per sq ft = $_� Garage/Shed - 37 q @ $ �. Uper sq ft = $ Carport/Porch00 �@ $_ / .3. •r,p e r sq f t = $ -'? I'3 Deck @ $ C' per sq ft = $ Patio C7 @ $ per sq ft = $ TOTAL VALUATION: o 8, 9 9&-, o o $ y� Total Valuation $ t ls- Remaining Value $ , S per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee -- - ( () Fireplaces @ $117 .00 $ .00 - BUILDING BUILDING PERMIT FEE $ 7 oD BUILDING PERMIT $ 3 9 WATER CONNECTION $ SEWER CONNECTION $ 0 14ATER METER/TAP $� �✓ .c• - CAPITAL IMPROVEMENT ( 7" RADON (HRS) .0 0 $ f; (774) RADON (CAB) 00 5 SECTION H PAVING HYDRAULIC SHARES OTHER Vf GRAND T0TAZ DUE 0 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing____ Electric/New Electric../Temp _;Staimmingpool_____ Septic Tank _• Well Sign Survey Other i__ c�r.Finish Floor Elevati CALCULATIONS and/or NOTES: 'iiO:�Eki'Y DESCRIPTION D gmv OF n F31ock x AUG 19 1993 til,i1,1)I F: 111) 1---- _ ...___Section i/_�!_ r\71.:\VIl(" '!L FI()Itll)\?_`:i; �4%4 7"F:1. :1'llO�F:j904) 247-4801) SubdiviEion: A T L�9 !�, T �L � /� L) [� Building and Zoning..,,(904) 247-58Os Street Name _ DE5CRIPTIO14 OF WORK )r Address: (�r _" 46AZARD _ __If in tt FLOO �lcod .one: __y- ---------area complete page 3. 13rief Description: Claus of Work: (New/Remodel/Addition) 7PNING INFORMATION Type of Construction: Zoning ' Proposed• •1strict• Use: �� tistil T_�ci� �Ldkw S Eatimated Value i 1 0 UO U 1 xceptions or K ) : Materials: iriances Granted: !=_ '•--- ..--- --------------------------- Solid or ------------------------------------------ Filled Ground:S U L_, __---Roof OWNER INFORMATION Method of Heating:! # 1 ----------- Property Owner:_ �1 � �(_ j �Rfz [� [ ` � �� Moiling - "" _ Phones Address_ 14 (► 1►—N �t1_ r7 L— --------------- ------------- -------------- - _- —-_-~_ _---------^--------------•--------- I CONTRACTOR INFORMATION Contractor: Phone: �---------------- _3 Addrepas---a �C7------- Mailing - -__ _- ------------------------------------------------ zip' - ----------- ti n License NumbQr: 5 Expira Date: _ } LC CI I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KIIOW THE SAME Tr EF 7F"_:r AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES OOVE:RHINO TNI-, TYPE OF ruo/. �i, : I COMPLIED WITH, WHET)ICR SPECIFIED HEREIN OR NOT. Tilt GRANTING OF A PERMIT DOE; Nr7T Fvi"--r GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, CiTATE OH LGCAL. REGULATIONS, ORDINANCF.S. OR LAWS IN ANY MANNER, INCLUDIIIn TIIE GOVERNING RF CCNSTR;,t Tic"r ol 7. 1 PERFORMANCE OF CONSTRUCTION OF THE PRO)ECI. I UNDERSTAND TIEAT THE IS::UANCE OF tli It: vtltn:' ` \•!�y'• ..+r, COI/TIIIOEOIT UPON THE ABOVE INFORMATION BEING TRUC AND CORRECT AND THAT THE PLAN!-. AND DATA HAVE DEER OR SIIALL BE PROVIDED AS REQUIRED. Owner Signature Contructor Signature_ _ Date t FLOODPLAIN DEVEL,OPHENT INFORMATION Type of Development: L �' Flood Zone: Required Lowest, Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certif LO i the WEST FLOOR ELEVATION is equal to or above thf'ngbaceatfloa.-i 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 Department. the Building COMMENT S: ' Applicant Acknowledgement% I understand that the issuance of this permit is contIn*gent upon the above information beilig correct and Lhat the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance no. 25-7-11 and all other laws orordinances affecting the proposed development. Date- i 0L_ n-Applicant's Signature -------------------------------------- ........ i Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation ------------------ __--- ----------- Survey Filed with Building _----------------Department Building Department Representative^ i Page 3 TREE REMOVAL APPLICATION SECTION6 A - APPLICA'T'IONS MUST BE:' RECEIVED BY NOON OF `VETE WLDNESDy-,' BEFORE THE MEETING! Property Owner ' s Name Address Telephone Location of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whoserty is , residential , includes an existing dwellpnzones. is not presently owner-Occupied) g, and whici-: 1 . What changes are proposed to the above specified site? 2 . What is the purpose of these Proposed changes. . 3 . Specify trees proposed for, removal as follows : Tree Count , - Species —Size(DBH x HGT ) Condition i 4 . Will these trees be relocated on the -same property? S . If not , will replacement trees be planted?-- Specify p ed. c> . Specify proposed replacement trees as follows : FTree count— Species Size(DBH x HGT) Attaci :>ite plan. (Note: All trees proposed for removal must be marked on site by red tape or flagging) . i SECTION B - (All other Applicants ) 1 . Property Zoning: 2 . Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed grades b) i Existing and proposed structures c) Location of all trees w/DBH of six inches or mor,- d) Tree species and sizes e) 'T'rees to be removed should be clearly marked f ) Frees to be relocated should be clearly marked g) Location of an proposed Y p p replacement p trees h) Identify trees of special or unique characteristic i ) Idenify trees within 10 feet of construction areas j) Show location and type of tree protective barriers k) Location of utilities , accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems Aw n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage 3 . All trees identified for removal must be marked on site by red flagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23 , Article II of the Code of Ordinances of Atlantic Beach. 1 Ow ers Signature D ate CITY_ USE ONLY ' Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board . Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street , Jacksonville, FL 32220 . (781-1434) 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. O BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) % 2— WATER CLOSET WATER CLOSET, TANK OPERATED (4) LI VALVE OPERATED (8) 0 BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) I DISHWASHER (2) f� WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) b BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) / LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) S SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) , JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS "� @ $20.00 EACH $ S-36 - 00 JOB INFORMATION . Gepartment of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: DUPLEX tBUILDER : MARK KREDEEL AND ADDRESS: 367 369 SHERRY DR |PERMITTING QLIMATE ATLANTIC BEACH FL ! OFFICER ATLANTIC BEAIZONE: 1 | _ ! 2 | _ | 31J OWNER: ! PERMIT NO. | JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached R. Single-Family 3. If Multifamily-No . of units D. 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5. Conditioned floor area ( sq .ft . ) 5. 1547.00 6. Predominant eave overhang ( ft . ) 6. 1 .40 ___..... 7. Porch overhang length (ft . ) 7. 0.00 8 . Glass area and type: Single Pghe Double Pane a. Clear Glass Saw-, 0 .0sqft 366.00sqft b . Tint , film or solar screen 8b . ^ 0 .0sqft 0.00sqft 9. Floor type and insulation: ~ a . Slab on grade (R-value, perimeter ) 9a .R= 0 .00 , 80 .00 ft b . Wood , raised ( R-value, area ) 9b .R=11 .00 , 322.00 sqft ____ 10.Net Wall type area and insulation: � a. Exteriors 2. Wood frame ( Insulation R-value ) 10a-2 R=11 .00, 1165.00sqft____ a. Adjacent : 2. Wood frame ( Insulation R-value) 10a-2 R=11 .00, 138.00sqft____ 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value) 11a .R=30.00 , 936.00sqft ____ 12.Air distribution systems a. Ducts ( Insulation + Location) 12a . R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10 .50 14.Heating System: 14 . Type: Heat Pump HSPF : 7 .30 ___..... 15.Hot water system: 15. Type: Electric EF: 0.92 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. 99.22 a. Total As-Built points 190 . 28600.68 b . Total Base points 19b . 28825.64 _______________________________________________________________________________ _______________________________________________________________________________ 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 c��'-- DATE __---- < 553 908 F S : ��_��--��_____ ^ ^ ^ � I hereby certify that this building is � in compliance with the Florida Energy � � Code . � | BUILDING OFFICIAL: OWNER/AGENT-, _____________ -______ DATE:________________ _______________ 1 DATE:_________________________________ . Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : DUPLEX QUILDER : MARK KREDEEL AND ADDRESS : 351 3O8 SHERRY DR ! PERMITTING ! CLIMATE ATLANTIC BEACH FL ! OFFICE: ATLANTIC BEA | ZONE: 1 | _ } 21 _ 1 31 _ | OWNER: ; PERMIT NO. ( JURISDICTION NO . 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. 4 . If Multifamily, is this a worst case ( yes/no ) 4. 5. Conditioned floor area (sq .ft . ) 5 . 1547.00 6. Predominant eave overhang (ft . ) 6. 1 .40 7. Porch overhang length (ft . ) 7 . 0.00 8. Glass area and type: Single P?he Double Panr a. Clear Glass 8a°7 0.0sqft 549.00sqft ____ b . Tint , film or solar screen 8b . ' 0.0sqft 0.00sqft 9. Floor type and insulation: ~ a . Slab on grade (R-value, perimeter ) 9a .R= 0 .00 , 80.00 ft b . Wood , raised (R-value, area ) 9b .R=11 .00 , 322.00 sqft 10.Net Wall type area and insulation: a. Exterior : 2. Wood frame ( Insulation R-value ) 10a-2 R=11 .00, 1165.00sqft____ a. Adjacent : 2. Wood frame ( Insulation R-value) 10a-2 R=11 .00, 138.00sqft____ 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value) 11a.R=30.00 , 936.00sqft____ 12.Air distribution systems a . Ducts ( Insulation + Location) 12a . R= 6 .00 , uncmnd 13.Cooling system 13. Type: Central A/C SEER: 10.50 ____ | 14.Heating System: 14 . Type: Heat Pump HSPF: 7.30 15.Hot water system: 15. Type: Electric EF: 0 .92 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 .22 a. Total As-Built points 19a. 28600.68 b . Total Base points 19b . 28825.64 _______________________________________________________________________________ _______________________________________________________________________________ I Hereby certify that the plans and | Review of the plans and specifications specifications covered by this calcu- 1 covered by this calculation indicates lation are in compliance with the | compliance with the Florida Energy Florida Energy Code. 1 Code. Before construction is completed | this building will be inspected for PREPAREDBY | compliance in accordance with Section -==-� -- | 553 908 F S DATE:___________ '�'��7 ________ ^ ^ ^ I hereby certify that this building is | in compliance with the Florida Energy | | Code. | U« ( BUILDING OFFICIAL: OWNER/AGENT: ....................... ~ | DATE: DATE: _________________________________ _________________________________ INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** =============================================================================== COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK =============================================================================== PRACTICE 01 606. 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 nther- & Cracks wise sealed . _______________________________________________________________________________ PRACTICE 02 606. 1 COMPLY WITH PRACTICE #1 AND THE FOVLOWING: ----------------------------------------------------M_, __________-____'-_____-_ Exterior Walls 606. 1 Top plate penetrations seale8. Infiltration barrier & Floors installed . Sole plate/flobr 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 outsido. Cooking appliances shall be dampered and use intermittent ignition. _______________________________________________________________________________ ** OTHER PRESCRIPTlVE 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 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 pe'' 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 mechaniral closet . _______________________________________________________________________________ HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. _____ ----------------------------------------------------------------- _________ Insola+ ion 604 . 1 Ceilings minimum R-19 . Common Walls - .Frame R-11 or � 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 13 .0 38.3 .94 468 .9 } DBL CLR N 6. 0 38. 3 .87 198.9 | DBL CLR N 12.0 38.3 .89 407.3 | DBL CLR ' N 24.0 38.3 .R7 795.6 | DBL CLR N 13.0 38.3 .89 441 .3 E 35.00 65.8 2303.0 | DBL CLR E 13.0 79.7 .88 916.4 | DBL CLR E 22 .0 79 .7 .95 1659 .4 W 80.00 65.8 5264.0 | DBL CLR W 13.0 7?%7 .88 916.4 1 DBL CLR W 2aQ 79 .7 .96 1685.2 | DBL CLR W 12.0 79.7 .88 845.9 1 DBL CLR W 03.0 79.7 .96 2534 .2 _______________________-------------------------------------------------------- | . 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS | POINTS _______________________________________________________________________________ . 15 1 ,547.00 183.00 1 .268 12,041 .40 15,268.89 1 10,869.41 =============================================================================== NON GLASS------------ i AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS ________________________________________________________________________ _______ WALLS---------------- | Ext 1165.0 .9 1048.5 1 Ext Wood Frame 11 .0 1165.0 1 .70 1980.5 Adj 138.0 .7 96.6 | Adj Wood Frame 11 .0 138.0 .70 96.6 � DOORS---------------- | Ext 22.0 6 . 1 134 .2 1 Ext Insulated 22.0 4. 1� 90.2 Adj 19.0 2. 4 45.6 | Adj Insulated 19.0 1 .60 30.4 | . | CEILINGS------------- UA 920.0 .6 552.0 1 Under Attic 30 .0 936.0 .60 561 .6 | FLOORS--------------- | Sib 80.0 -37 .0 -2960.0 | Slab-on-Grade . 0 80 .0 -41 .20 -3296.0 Rsd 322. 0 -4.0 -1284.8 | Rsd Wood (Stem-UFI 11 .0 322 .0 -1 .90 '611 .8 � INFILTRATION--------- | 1547 .0 8.0 12376.0 1 Practice #2 1547 .0 8.00 12376.0 =============================================================================== TOTAL SUMMER POINTS 22 ,096 91 25,277 .01 1 . =============================================================================== TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLIN� SUM PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 25,277.01 .37 9,352.49 1 22,096.91 1 .00 1 . 100 .320 1 .000 7,778. 11 =============================================================================== WINTER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS---------------- } ORIEH AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS _____________________________________________________________________________ __ N 68.00 -10.6 -720.8 | DBL CLR N 13.0 7.3 1 .09 103.2 | DBL CLR N 6.0 7.3 1 .20 52.4 | DBL CLR N 12.0 7.3 1 . 17 102 . 1 | DBL CLR ' N 24.0 7.3 1 .20 209.7 1 DBL CLR N 13.0 7 .3 1 . 17 110 .6 E 35.00 -10 . 6 -371 .0 | DBL CLR E 13.0 -9.2 .68 '81 .5 � DBL CLR E 22.0 -9 .2 .84 -170. 1 W 80.00 -10. 6 -848.0 | DBL CLR W 13.0 -Ft2 .68 -81 .5 | DBL CLR W 2&w0 -9 .2 .88 -178.8 | DBL CLR W 12.(} -9.2 .68 -75.2 | DBL CLR W V3.0 -9 .2 .89 -270 .4 ----------------------------------------------------------------------------'-- . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS � _________________________________________________________________________-___-- | . 15 1 ,547.00 183.00 1 .268 -11939.80 -2,459.73 1 .'279.39 =============================================================================== NON GLASS------------ \ AREA x BWPM = POINTS 1 TYPE R-VALUE AREA x WPM = POINTS _______________________________________________________________________________ WALLS---------------- � Ext 1165.0 2 .2 2563.0 1 Ext Wood Frame 11 .0 1165.0 3.70 4310.5 Adj 138. 0 3.6 496.8 | Adj Wood Frame 11 .0 138.0 3.60 496.8 | | DOORS---------------- Ext 22.0 12 .3 270.6 1 Ext Insulated 22 .0 8.40 184.8 Adj 19 .0 11 . 5 218 .5 1 Adj Insulated 19.0 8.00 152.0 | CEILINGS------------- | UA 920.0 1 .2 1104 .0 | Under Attic 30.0 936.0 1 .20 1123.2 | FLOORS_-------------- | Slb 80.0 8.9 712 .0 | Slab-on-Grade .0 80 .0 18.80 1504 .0 Rsd 322.0 1 .0 309 . 1 1 Rsd Wood (Stem-UFI 11 .0 322.0 1 .20 386.4 � INFILTRATION--------- 1547.0 7 .4 11447 .8 1 Practice #2 1547 .0 7.40 11447.8 =============================================================================== TOTAL WINTER POINTS 19 ,326 11 14,662.09 � . =============================================================================== TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 14,662.09 .55 8,064. 15 | 19,326. 11 1 .00 1 . 100 .466 1 .000 9,906.57 =============================================================================== WATER HEATING ******************************************************************************* === BASE 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 1 65 .92 1 .000 3638.7 1 .00 10,916.00 =============================================================================== ******************************************************************************* SUMMARY ******************************************************************************* === BASE ===� � === AS-BUILT === COOLING HEATING HOT WATER TOTAL 1 COOLING WEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS -----------------------------------------------------------1------------------------ 9352.5 8064. 1 11409.0 28,825.64 1 7778. 1 9906.6 10916.0 289600.68 ***************** * EPI = 99 .22 if. ***************** � ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 99 .2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- | The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR /* DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------X------- | INSULATION . . . . . . . . . . . . . . . . . ~ ^ R-10 R-3O Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X | R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 | --------------------X | R_0 R-19 Floor R-Value. . . . . . . . . 8.8 | ---------X----------- | AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER/EER^ . . . . . . . . . . . . . . . . . 10.5 | -X------------------- | 9.7 EER 16 .0 � � HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7.3 \ -X------------------- ; 0.78 AFUE 0.90 Gas AFUE . . . . . . . . . . . . 0.00 | --------------------- | WATER HEATER . . . . . . . . . . . . ^ ^ ^ ^ 0 .88 0.96 Electric EF. . . . . . . . . . . . . . 0.92 | ----------X---------- | 0 .54 0.90 Gas EF . . . . . . . . . . . . . . 0.00 | --------------------- | 0.40 0.80 SolarEF . . . . . . . . . . . . . . OTHER FEATURES. . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:.......................Signature:.......................Date:__________ City/Zip _ _ ------------ ________ r Building Construction - 1993 Florida Energy Code ' o FL-EPL CARD93 Florida Department of Community Affairs ENERGY GUIDE 'Fol detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 99 .2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 1 ---------------------------------------X- | The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clea-i --- | INSULATION. . . . . . . . . . . . . . . . . . , R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 | --------------------X | R-0 R-7 Wall R-Value. . . . . . . . . 11 .0 | --------------------X ! R-0 R-19 Floor R-Value . . . . . . . . . 8.8 | ---------X ----------- � AIR CONDITIONER. . . . . . . . . . . . . 10 .0 SEER 17.0 SEER/EER. . . . . . . . . . . . . . . . . . 10.5 1 -X------------------- | 9 .7 EER 16.0 HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric COP/HSPF . . . . . . . . 7.3 | -X------------------- ; 0 .78 AFUE 0.90 Gas AFUE . . . . . . . . . . . . 0.00 | --------------------- | � WATER HEATER . . . . . . . . . . . . . . . . 0 .8B 0.96 Electric EF . . . . . . . . . . . . . . 0.92 | ----------X---------- ; 0 .54 0.90 Gas EF . . . . . . . . . . . . . . 0.00 | --------------------- | 0.40 0.80 | --------------------- | Solar EF. . . . . . . . . . . . . . OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address:.......................Signature:.......................Date:__________ City/Zip------_ ________________d C r Building Construction - 1993 Florida Energy Code for FL-EPL CARD93 Florida Department of Community Affairs ^ ` RIGHT-J LOAD AND EQUIPMENT SUMMARY �-22-93 For : Sol 309 SHERRY DR By: OCEAN STATE HTG & A/C ' Job # : MARK KREDEEL Wthr : Jacksonvillp_AP FL � Zone : �-` WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db : 32 Deg F Outside db : 94 Deg F Inside db : 70 Deg F Inside db : 75 Deg F Design TD: 38 Deg F Design TD: 19 Deg F Daily Range M Rel . Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg . Heat Loss 25434 Btuh Structure 18719 Btuh Ventilation Air 0 CFM Ventilatior, 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3.0 Deg F Design Heat Load 25434 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total Sens Equip Load 18719 Btuh . INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Dual a # Fireplaces 1 Internal Gains 2070 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2756 Btuh Area ( sg .ft . ) 1548 1548 Tot Latent Equip Load 4826 Btuh Volume (cu .ft . ) 12382 12382 Total Equip Load 23545 Btoh Air Changes/Hour 1 .0 0.4 Equivalent CFM 207 83 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY E Make TRANE Make TRAN Model odel Type Type Efficiency / HSPF 0.0 COP/EER/SEER 0.0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 810 CFM Actual Cooling Fan 810 CFM Htg Air Flow Factor 0 .032 CFM/Btuh Clg Air Flow Factor 0.043 CFM/Btuh Space Thermostat Load Sens Heat Ratio 80 MANUAL in 7th Ed . RIGHT-J : V1 .63 TR @ '1an//al Fm'r. T -------�� RIGHT-J CALCULA11UH MULEuuMb R,u,u,u . . Job # : MARK KREDEEL 8-22-93 Procedure A - Winter Infiltration HTM Calculation* ----------------------------__________________________________________ | | 1 . Winter Infiltration CFM | 1 .0 AC/HR x 12382 Cu.Ft . x 0.0167 207 CFM | | | | | 2. Winter Infiltration Btuh | 1 . 1 x 207 CFM x 38 Winter TD = 8643 Btuh | � | | 3. Winter Infiltration HTM | 8643 Btuh / 224 Total Window = 38.6 HTM | | & Door Area | ______________________________________________________________________ ~- . � Procedure B - Summer Infiltration HTM__ _ Calculation-*- � _________________ ___ _____________________, _______________________ � 1 . Summer Infiltration CFM | | 0.4 AC/HR x 12382 Cu.Ft . x 0 .0167 83 CFM | � | | 1 2. Summer Infiltration Btuh | | 1 . 1 x 83 CFM x 19 Winter TD = 1729 Btuh | | | � 1 3. Summer Infiltration HTM | 1729 Btuh / 224 Total Window = 7.7 HTM | | & Door Area | ______________________________________________________________________ Procedure C - Latent Infiltration Gain ______________________________________________________________________ | 0 .68 x 49 gr .diff . x 83 CFM = 2756 Btuh � ______________________________________________________________________ Procedure D - Equipment Sizing Loads ______________________________________________________________________ | | 1 . Sensible Sizing Load | ( | | Sensible Ventilation Load | 1 . 1 x 0 Vent .CFM x 19 Summer TD = 0 Btuh | � Sensible Load for Structure (Line 19) + 18719 Btuh | | Sum of Ventilation and Structure Loads = 18719 Btuh | | Rating and Temperature Swing Multiplie x 1 .00 RSM | | Equipment Sizing Load - Sensible + 18719 Btuh | | | | | 2. Latent Sizing Load | � | | Latent Ventilation Load | 0.68 x 0 Vent .CFM x 49 gr .diff . = 0 Btuh | � Internal Loads = 230 x 9 No . People + 2070 Btuh < | Infiltration Load From Procedure C + 2756 Btuh � | Equipment Sizing Load - Latent = 4826 Btuh | ______________________________________________________________________ *Construction Quality is: a No . of Fireplaces is: 1 MANUAL in 7th Ed . RIGHT-J: V1 .63 TR @ Printout certified by ACCA to meet all requirements of Manual Form J . . ----- MANUAL J : 7th Ed . ---- RIGHT-J : V1 .63 ------ TR @ ----------------- 1 1 _____________1 | Name of Room 1 KITCHEN | BATH 1 | | 21 Running Ft . Exposed Wall | 0.0 Ft . | 6.0 Ft . | | 31 Room Dimensions, Ft . | 14 .0 x 14 .0 Ft . | 6.0 x 6.0 Ft . i | 41 Ceilngs,Ft | Condit . Option ! 8.0 | heat/cool | 8.0 1 heat/cool | | ---------------------------------------------------- 1 ____________________ | | TYPE OF | VST ! HTM ( Area | Btuh | Area | Btuh | | EXPOSURE | | NO. ! Htg ! Clg ! Length ! Htg 1 Clg ! Length ! Htg | Clg l 1 ---------------------------------------------------- | -------------------- � | 51 Gross 1012C | 3.41 2.0 | of **** 1 **** | 481 **** | **** | | | Exposed | bl13C | 1 . 41 1 . 31 2241' **** | **** | 361 **** 1 **** | | | Walls and | cl | 0 .01 0.01 of **** | **** 1 01 **** 1 **** | | | Partitions | d | | 0.01 0.01 01 **** | **** | 01 **** i **** | | | e | | 0.01 0.01 01 **** ; **** | �^ 01 **** | **** | | | | f | | 0.01 0.01 01 **** | **** 1 01 **** | **** | | ------------------------------- 1 ---------------��__ | ____________________ | | 61 Windows Q | 3C127.61 ** 1 01 01, **** 1 61 1651 **** | 1 | & Glass | b | | 0.01 ** 1 01 01 **** 1 01 01 **** | | | Doors Htg . lc | | 0.01 ** | of 01 **** | 01 01 **** | | | | d | | 0.01 ** | 01 01 **** 1 01 01 **** | | | | e | \ 0.01 ** 1 01 01 **** | 01 01 **** | | | lf | | 0.01 ** 1 01 01 **** | 01 01 **** 1 ( ------------------------------- 1 -------------------- | -------------------- | | 71 Windows | North 121 .01 01 **** | 01 01 **** 1 0 | | | & Glass | NE&NW | 0.01 01 **** | 01 01 **** 1 O | } | Doors Clg . | E&W 170.01 01 **** | 01 61 **** | 420 | | | 1 SE&SW 1 0.01 01 **** | 01 01 **** | 0 | | 1 South 136.01 01 **** 1 01 01 **** 1 0 ; | | | Horz < 0. 0 | 01 **** | of 01 **** | 0 | | ------------------------------- 1 -------------------- | -------------------- | | 81 Othr doors lai11A122.4113.31 191 4261 2531 01 01 0 | | � lb ! | 0.01 0.01 0 | 01 01 01 01 0 | | ------------------------------- | -------------------- | -------------------- | 1 91 Net 101201 3.41 2.01 01 01 01 421 1441 851 | . | Exposed | b | 13C | 1 .41 1 . 31 2051 2771 258 | 361 491 451 | | Walls and 10 | 0.01 0.01 01 01 01 01 01 V | | Partitions | d | | 0. 01 0.01 01 01 01 01 01 0 | | | lei | 0.01 0.01 01 01 01 01 01 0 | | � | fl | 0.01 0.01 01 01 01 01 01 0 | | ------------------------------- | -------------------- | -------------------- � 1101 Ceilings 1016DI 2. 01 2.31 01 01 01 361 731 82 | | | | b | 1 0.01 0.01 01 01 01 of 01 0 | | | | c | | 0.01 0.01 01 01 01 01 of 0 | | ------------------------------- | -------------------- 1 -------------------- | | 11 | Floors 1022A130.81 0.01 01 01 01 61 185i 0 | | | lb ! | 0.01 0.01 01 01 01 01 01 0 | | � | c | | 0.01 0.01 01 01 01 01 01 0 | ------------------------- 1 -------------------- | -------------------- | 1121 Infiltration a 138.61 7.71 191 7331 1471 61 2321 46 | � ------------------------------- 1 -------------------- 1 -------------------- | 113 | Subtot Btuh Loss=6+8 . .+11+12 | **** | 14361 **** 1 8461 **** | 1141 Duct Btuh Loss | 0% 1 01 **** | 0% 1 01 **** | 1151 Total Btuh Loss = 13+14 | **** | 14361 **** 1 8461 **** | 1 ------------------------------- | -------------------- 1 -------------------- | 1161 Int . Gains: People @ 3001 21 **** | 6001 01 **** | 0 | | | Appl . @ 12001 11 **** | 12001 01 **** } 0 | 1171 Subtot RSH Gain=7+8. .+12+16 | **** | **** 1 24581 **** | **** | 6791 1181 Duct Btuh Gain | 0% 1 **** | 01 0% 1 **** | 0 | 1191 Total RSH Gain = 17+18 | **** | **** | 24581 **** | **** | 679 | 1201 CFM Air Required | **** 1 461 1061 **** | 271 291 --- Printout certified by ACCA to meet all requirements of Manual Form J -- ' '----- MANUAL J : 7th Ed . ---- RIGHT-J : V1 .63 ------ TR @ ---------------- 11 _____________11 Name of Room 1 MASTER BEDROOM | MASTER BATH | | 21 Running Ft . Exposed Wall | 39 .0 Ft . 13.0 Ft . | \ 31 Room Dimensions, Ft . | 19 .6 x 14 .6 Ft . 1 13.0 x 16.0 Ft . | | 41 Ceilngs,Ft 1 Condit . Option ! 8. 0 | heat/cool | 8.0 1 heat/cool � || ____________________________________________________ 1 ____________________ | TYPE OF 1 VST ! HTM | Area | Btuh i Area 1 Btuh � | EXPOSURE | | NO. ! Htg | Clg | Length | Htg | Clg ! Length ! Htg 1 Clg | || ---------------------------------------------------- | -------------------- | 51 Gross | a | 12C | 3.41 2 .01 3121 **** | **** | 1041 | 1 Exposed | bi13C | 1 .41 1 .31 0 |' **** | **** | 01 **** | **** | 1 1 Walls and | c | | 0 .01 0.01 01 01 **** | **** | | | Partitions | di | 0.01 0.01 01 **** | **** | 01 | | | e | } 0.01 0.01 01 **** | **** | ~ 01 | | if ! 1 0.01 0.01 01 01 **** | **** | 1 ------------------------------- | ---------------��-- | .................... | | | 61 Windows Q | 3C127.61 ** | 361 9921 , **** | 01 01 **** | 1 1 & Glass lb ! 1 0 .01 01 01 **** | 01 01 | 1 Doors Htg . | c | | 0.01 ** 1 01 01 **** | 01 01 **** | | | | d | | 0.01 ** 1 01 01 01 01 **** | | | lei | 0.01 ** 1 01 01 **** | 01 01 **** | lf | | 0.01 ** | 01 01 01 01 **** | | ------------------------------- 1 -------------------- } -------------------- | | 71 Windows 1 North 121 .01 361 7561 01 **** | 0 | | | & Glass | NE&NW | 0.01 01 **** | of 01 **** | 0 | | | Doors Clg . 1 E&W 170.01 01 **** | 01 01 0 | | i | SE&SW | 0 .01 01 **** | 01 01 **** | 0 | | | | South 136.01 01 01 01 0 | | | | Horz < 0.0i 01 **** | 01 01 **** | 0 | | ------------------------------- | -------------------- 1 -------------------- | | 81 Othr doors | a | 11A122. 4113. 31 01 01 01 01 of 0 | | | lb ! | 0.01 0.01 01 01 01 01 01 0 | | ------------------------------- | -------------------- | -------------------- | 1 91 Net 1012C | 3.41 2.01 2761 9441 5611 1041 3561 2121 | .' | Exposed | b | 13CI 1 .41 1 .31 01 01 01 01 of 0 | | | Walls and ic | 1 0.01 0 .01 01 01 01 01 01 0 | | | Partitions | d | | 0.01 0 .01 01 01 01 01 01 0 | | | | e | | 0 .01 0.01 01 01 01 01 01 0i | | | f | | 0. 01 0.01 01 01 01 01 0i 0 | | ------------------------------- 1 -------------------- 1-------------------- | 1101 Ceilings 1016D | 2.01 2.31 2861 5761 6521 2081 4191 474 | | � | b | | 0.01 0 .01 01 01 01 01 of 0l | | | c | | 0.01 0.01 01 01 01 01 01 0 | | ------------------------------- 1 -------------------- 1 -------------------- | 1111 Floors 1022A130.81 0.01 391 12001 01 131 4001 0 | | | lb ! | 0.01 0.01 01 01 01 01 01 0| | � lc | | 0.01 0.01 01 01 01 01 01 0 | 1 ------------------------------- 1 -------------------- 1 -------------------- | 1121 Infiltration a 138.61 7.71 361 1389 | 2781 0t 01 0 | | ------------------------------- 1 -------------------- 1 -------------------- i 113 | Subtot Btuh Loss=6+8. .+11+121 **** 1 51021 **** | **** 1 11751 **** | 1141 Duct Btuh Loss i 0 | **** | 0% 1 01 **** | 1151 Total Btuh Loss = 13+14 | **** | 51021 **** | **** 1 11751 **** | 1 _______________________________ | -------------------- | -------------------- � 1161 Int . Gains: People @ 3001 21 **** | 6001 11 **** | 300i l i Appl . @ 12001 0 | **** | 01 01 **** 1 011 1171 Subtot RSH Gain=7+8. .+12+161 **** | **** 1 28471 **** | **** | 9861 1181 Duct Btuh Gain | 0% | **** | 01 0% j **** 1 0 | 1191 Total RSH Gain = 17+18 | **** | **** | 28471 | 9861 1201 CFM Air Required | **** | 1631 1231 **** | 371 43 | --- Printout certified by ACCA to meet all requirements of Manual Form J -- ----- MANUAL J : 7th Ed . ---- RIGHT-J: V1 .63 ------ TR @ ______________ � 11 Name of Room | BATH 2 BEDROOM 2 � | 21 Running Ft . Exposed Wall | 8.0 Ft . | 15.0 Ft . | 1 31 Room Dimensions, Ft . 1 8.0 x 9 .4 Ft . 1 15.0 x 10.0 Ft . l | 41 Ceilngs,Ft 1 Condit . Option ! 8.0 1 heat/cool 1 8.0 1 heat/cool | || ---------------------------------------------------- 1 -------------------- | TYPE OF | VST ! HTM | Area | Btuh 1 Area | Btuh | | EXPOSURE 1 | NO. | Htg lClg ! Length ! Htg 1 Clg ! Length ! Htg 1 Clg � | | 1 ---------------------------------------------------- | -------------------- | 1 51 Gross la112C | 3.41 2.01 641 **** 1 **** | 120 | | 1 Exposed | b | 13Cl 1 .41 1 .31 0 |' **** | **** | 01 **** | **** | | | Walls and | c | 1 0.01 0 .01 01 **** | **** | 01 | 1 Partitions | d | 1 0.01 0.01 01 **** | **** | 01 **** | **** | 1 | e | | 0.01 0.01 01 **** | **** | ^ 01 **** | **** | | � | fI ( 0.01 0.01 01 **** | **** | / 01 **** | **** | | ------------------------------- | ---------------��-- | .................... | | 61 Windows | a ! 3C127.61 ** | 01 0 |, **** ( 221 6061 | | & Glass lb ! | 0.01 ** | 01 01 **** | 01 01 **** | | 1 Doors Htg . | c | 1 0.01 ** | 01 01 **** | of 01 **** | � I | d | 1 0.01 ** | of 01 01 01 **** | | | | e | 1 0.01 ** 1 01 01 01 01 **** | � | lfl 1 0.01 ** | 01 01 **** | 01 01 **** | | ------------------------------- | -------------------- ---------------- --- - 1 -------------- ----| 71 Windows | North 121 .01 01 **** | 01 01 **** | 0 | | | & Glass | NE&NW | 0.01 01 **** | 01 01 **** 1 0 | ) | Doors Clg . 1 E&W 170 .01 01 **** | 01 221 **** | 15401 | | | SE&SW | 0.01 01 **** < 01 01 **** 1 011 | | | South 136.01 01 **** | 01 01 **** | 0 | | | | Horz 1 0.01 01 **** | 01 01 **** | 011 | ------------------------------- | -------------------- | -------------------- I | 8 | Othr doors la | 11A122.4113.31 01 01 01 01 01 0 | 1 | | b ! 1 0.01 0.01 01 01 01 01 01 0 | | ------------------------------- | -------------------- | -------------- - ----- | 1 91 Net 101201 3.41 2 .01 641 2191 1301 981 3351 1991 � . l Exposed | b | 13C | 1 .41 1 .31 01 of 01 01 0i 0 | | 1 Walls and | c | 1 0 .01 0.01 01 01 01 01 01 0 | | | Partitions | d | 1 0.01 0.01 01 01 01 01 01 0 | | l | e | 1 0.01 0.01 01 01 01 01 01 0 | | I lf | | 0.01 0.01 01 01 01 01 01 011 | ------------------------------- | -------------------- | -------------------- | 1101 Ceilings | aI16D | 2.01 2.31 75 ; 1511 1711 1501 3021 3421 1 1 IV 1 0.01 0.01 01 01 01 01 01 0 | | | | c | | 0.01 0.01 01 01 01 01 of 0 | 1------------------------------- 1 -------------------- | -------------------- i | 11 | Floors 1022A130.81 0.01 81 2461 01 151 4621 0 | � | lb ! | 0 .01 0.01 01 01 01 01 01 Oi � | | c | | 0.01 0.01 01 01 01 01 01 0 : _ _______________________________ | ____________------- 1 -------------------- | � 1121 Infiltration a 138.61 7.71 01 01 01 221 8491 1701 | ------------------------------- | -------------------- | -------------------- | 113 | Subtot Btuh Loss=6+8. .+11+12l **** | 6171 **** | 25541 **** | 1141 Duct Btuh Loss | 0% 1 01 0% 1 01 **** | 1151 Total Btuh Loss = 13+14 | **** | 6171 **** | **** | 25541 **** | 1 ------------------------------- | -------------------- | -------------------- | 1161 Int . Gains: People @ 3001 01 01 11 **** | 300 | � | Appl . @ 1200 � 01 **** | 01 0 � **** 1 0 | 117 | Subtot RSH Gain=7+8. .+12+16l **** | **** | 3021 **** | **** | 25511 1181 Duct Btuh Gain 1 0% ; **** | 01 0% | **** 1 0 | 1191 Total RSH Gain = 17+18 | **** | **** | 3021 | 25511 1201 CFM Air Required 201 131 **** | 81 | 110 | --- Printout certified by ACCA to meet all requirements of Manual Form J -- � `----- MANUAL J: 7th Ed . ---- RIGHT-J : V1 .63 ------ TR @ ---------------- 1 _____________| 11 Name of Room 1 BEDROOM 3 | FOYER | | 21 Running Ft . Exposed Wall | 27.0 Ft . | 6. 0 Ft . | 1 31 Room Dimensions, Ft . | 13.0 x 14 .0 Ft . | 6 .0 x 7.0 Ft . | | 41 Ceilngs,Ft | Condit . Option ! 8.0 | heat/cool | 8.0 | heat/cool | | ---------------------------------------------------- 1 -------------------- l | TYPE OF | QST ! HTM | Area | Btuh | Area | Btuh | | EXPOSURE | ! NO. | Htg | Clg ! Length ! Htg 1 Clg Kength ! Htg | Clg | | ---------------------------------------------------- | _____________ -______ | � 1 51 Gross 1012C | 3.41 2 .01 2161 **** | **** 1 481 **** 1 **** | ' | | Exposed | bl13C | 1 .41 1 .31 01' **** | **** 1 01 **** | **** | 1 | Walls and | c | | 0 .01 0.01 01 **** } **** 1 01 **** | **** | | | Partitions | d | | 0. 01 0.01 01 **** | **** | 01 **** | **** i � | let 1 0.01 0.01 01 **** | **** | ^ 01 **** | **** | / | | | f | | 0. 01 0.01 01 **** | **** v0i **** | | ------------------------------- | ---------------��-- | .................... | | 61 Windows | a ! 3C127.61 ** 1 281 771 | , **** | 301 8271 1 | & Glass | b | | 0.01 ** 1 01 01 **** | 01 01 **** | | | Doors Htg . | c | | 0.01 ** | 01 01 **** | 01 01 **** | | | \ dl | 0 .01 ** 1 01 01 **** | 01 01 **** | | | lei | 0.01 ** | 01 01 **** | 01 01 **** i | | lfl | 0.01 ** 1 01 01 **** | 01 01 **** | | ------------------------------- 1 -------------------- 1 -------------------- | 1 71 Windows 1 North 121 .01 01 **** | 01 01 **** | 0 | | | & Glass | NE&NW | 0.01 01 **** | 01 01 **** | 0 | 1 1 Doors Clg . | E&W 170.01 01 **** 1 01 301 **** 1 2100 | | | | SE&SW | 0.01 01 **** | 01 01 **** | 0 | � | | South 136.01 281 **** | 10081 01 **** | 0 | | | | Horz | 0.01 01 **** | 01 01 **** | 0 | 1 ------------------------------- | -------------------- | -------------------- | | 81 Othr doors | a | 11A122. 4113.31 01 01 01 221 493 | 293 | | ; | b ! | 0.01 0 .01 01 01 01 01 01 0 : | ------------------------------- | -------------------- | -------------------- | 1 91 Net 1012C | 3.41 2 .0 | 188 | 6431 382 | -41 -121 -8 | | .' 1 Exposed 0113CI 1 .41 1 . 31 01 01 01 01 01 0 | | 1 Walls and | c | | 0 .01 0.01 01 01 01 01 01 0 | | | Partitions | d < 1 0.01 0.01 01 01 01 01 of 0 | | | | e | 1 0.01 0.01 01 0 ; 01 01 01 0t | | if ! | 0.01 0.01 01 01 01 01 01 0 | 1 ------------------------------- | -------------------- 1 -------------------- | 1101 Ceilings 1016D | 2.01 2. 31 1821 3671 4151 421 851 961 | | | b | | 0 .01 0.01 01 0 | 01 01 01 01 | | } c | | 0.01 0.01 01 0 | 01 01 01 0 | | ------------------------------- 1 -------------------- 1 -------------------- | 1111 Floors 1022A130.81 0.01 271 8311 01 61 1851 0 | | | | b | | 0 .01 0 .01 01 01 01 01 01 0 | | | c | | 0.01 0.01 01 01 01 01 01 0 | 1 ------------------------------- | -------------------- 1 -------------------- | 1121 Infiltration a 138. 61 7.71 281 10801 2161 521 20071 4011 | ------------------------------- | -------------------- | ____________________ � 113 | Subtot Btuh Loss=6+8. . +11+121 **** | 36921 **** ( **** 1 35821 **** | 1141 Duct Btuh Loss | 0% 1 01 **** 1 0% 1 01 **** | 1151 Total Btuh Loss = 13+14 } **** | 36921 **** | **** 1 35821 **** | | ------------------------------- | -------------------- 1 -------------------- | 1161 Int . Gains: People @ 300 | 11 **** | 300 | 01 **** | 0 | | | Appl . @ 12001 01 **** | 01 01 **** | 0 | 1171 Subtot RSH Gain=7+8. .+12+16 | **** | **** | 23211 **** | **** | 2882 | 1181 Duct Btuh Gain | 0% | **** 1 01 0% 1 **** | 0 : 1191 Total RSH Gain = 17+18 | **** | **** | 23211 **** | **** 1 2882 | 1201 CFM Air Required | **** | 1181 1001 **** 1 1141 125 | --- Printout certified by ACCA to meet all requirements of Manual Form J '- MANUAL J: 7th Ed. RIGHT-J: V1 .63 TR @ RIGHT-J. WINDOW DATA B-22-93Job #: MARK KREDEEL W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING ROOM a n n a c ' n n n 2 90 1 .0 0.0 0.0 1 21 .0 48.0 0.0 a n e a c n n n n 2 90 1 .0 0.00.0 1 ;0 70.0 13.0 0.0 ` KITCHEN BATH 1 | a n e a c n n n n 2 90 1 .0 0.0 0.0 1 .0 70.0 6.0 0.0 MASTER BEDROOM a � n a c n n n n 2 90 1 .0 0.0 0.0 1 .0 21 .0 36.0 0.0 MASTER BATH . BATH 2 BEDROOM 2 ' a n ' e a c n n n n 2 90 1 .0 0.0 0.0 1 .0 70.0 22.0 O.0 BEDROOM 3 a n s a c n n n n 2 90 1 .0 0.0 0.0 1 .0 36.0 28.0 0.0 FOYER a n e a c n n n n 2 90 1 .0 0.0 0.0 1 .0 70.0 30.0 0.0 ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING 11-10 -9-3 SLAB � � � 17 -�-3 FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # Z INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # 7& n - d PLUMBING PERMIT # '7 NOTES: 19-6 19-6 F01 F01 F01 F01 F01 F01 F01 F01 F01 F01 �p F01 i F01 ry F01 F01 F04 F02 I F01 N F04 F01 F04 F02FF02 04 F04 04 F04 04 p� F04 04 F02 04 F01 04 F01 F01 F01 E01 F01 F01 F01 �j F01 �F01 F01 N F01 F03 EC 1993 F01 I N F01 d ng and Zoning Ln t(1 to in N � (D 0 0 O 0 O O O LL U) N i(1 N Ln N tc) i[1 0 O O 0 O O O 0 l0 0 19_6 Customer Name: C9- U r4n be INC. SAN MARCO PROPERTIES 1 180 Lane Ave. South rojec ame: acksonville.FL. 32205 DUPLEX 173 4eQ t el. o Fx.: 904 786-8480/(904) 783-3443 Ian o e Date: Cale: Drawn By: LDra,,,,ng .11 /19/93 1 /8"= 1 '-0" .E.E. 1 0-0845 71 i Job Truss Truss Type Oty Ply t - M10-845F F01 FLOOR 30 1 SAN MARCO PROPERTIES P328975 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:20:07 1993 Page 1 2S4 34 F.P. 2X4 3x8 2X4 3x4 2X4 2X4 3x4 2X4 3x8 2X4 B C D E F G H I J K QT 2X4 2X4 (V A p O N M L 3x6 3x8 3x4 3x4 3x8 3x6 330 116-0 330 310 Plate Offsets(LeR,Top): M:3.5,1.5,N:1.5,1.5,0:2.5,1.5,P:4.5,1.5 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) 0.49 N/O 465 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) 0.60 N/O 385 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.09 L n/a BCDL 5.0 Code SFBC (Matrix) Min Length/LL dell=360 Weight:83(lbs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Sheathed I-K 4 X 2 SYP No.2ND,B-1 4 X 2 SYP No.2ND BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP No.2ND*Except* or 10-00-00 on center L-P 4 X 2 SYP No.1 bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lbs/size) L=1052/0-3-8,A=1052/0-3-8 FORCES TOP CHORD A-B=-102,B-C=O,C-D=-3767,D-E=-3767,E-F=4778,F-G=-4778,G-H=-4778,H-1=-3739,W=-3739,J-K=O,K-L=-97 BOT CHORD L-M=2236,M-N=4615,N-0=4778,O-P=4600,A-P=2221 WEBS A-C=-2406,C-P=1676,O-P=-246,E-P=-905,E-0=243,F-0=-139,G-N=-130,H-N=223,H-M=-952,I-M=-204, J-M=1628,J-L=-2423 NOTES 1)Recommend 2x6 strongbacks,on edge,spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C(SBCCI 1205.1-1988). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 08 AWARNING-Veft design panamstevs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regording fabrication,quality control,storage,delivery,erection and bracing,consult CST-68 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. nnnnnX I M.-rnnnM n 1 � a) mcna ru x 1 I* a�r .- nMor0r n n n u it u B ru 1 r.,7r Ul L w C— , I Gn 7C B u n g n ncn�=-+Dov n�-i I I =z m L O oo-rmmx0-�rn�f mm 1 0� ter+ _ m rrmnMMC3 MOO Ln Ln -D o z �a = rrOov oo ruxrum cnocn000 00Z30171-Im"- r b..soWm nc• • m zznxZ01 zznO Zn ZU)OOOO W I-I-+mmcnzo-Mnmv nnnnx,ox -I ru L zzaz.-rzzw —4 r xzo MMMMMM w MMnommar- )> -. m-Arncn m 3>"inCr)mnncn >- - � "nr oo m II II If II W 0 0 mm-n-n-n-n N E n(n ru r-� • z z n(n I I I z n(n v o mm x.-. nzT1• o I Z I o" -n mo�rn�OOoo M mo(n(n0Ln n0.-fn CD cnmo -<zz"M -<C rn-l1�a -<(71 -01"o171zv x N LC) O 0 Wnnx U) OWLno(11•170 mZzmnD ➢(nm-10 mn(n O-+ lumQ)CO m 0nM—IOn .� m mm-n3>Z-+ n (n 11 v• oxm. 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O m 0� U1 a O GD 1 =): mcnr- I> "M11 B N)DO UT w n -401-rm m zm O LA)LA) a x o "G)- m G)2:) .-.-z • • Z" rn C.-G-)zLJ 0 1 cn cn-•z ru Ln -Iozm x C)---i Ivaz CD C) _ M mo ru mO --4 CD n W = m T m O (n -4 CD Cn M Co "➢ Z z�z� r- Z--`1 �..to a �c...rur(D W a O CD C) n m rn <o *O)o\ I C) Ln o -1 --1 m n 11 v• o o Ln • M= m rn (D cn G-)G)m rT v onCm (n n ru m➢n T1 1 X)- mm zn U1 (D M. 11 1(n E O CO I N O (.n CO D F-r C rl) I z x x ru O Ql mzCo z W 1 O—r)(D " (nOx m-n x1-1 Arno Ul —I O m� m \ mmxm (nfEEfE I vvo ➢nn r -i• I orr• r—�Cn0—I o m (.nJI.-WW- I Znnrn z�m= � c II II II II II 1 ��CT) mrn rn m I xmm = W 0ZE 0 (n 1 1 C(n(n if o mo--10 m m C�LL) I ru rux --4 rUN.t� -< =0 m m U1 (n m- E r-r—Ln U1 -+0- n m o- --WWW um I Co CO' 0 -( n m 0 r Ln Ln EEEEEzW r-vv\ 11 xm o o 1-4 o <Lr)(nr x x mnoz z O oLDm-rQ) I - -+r U1 L') x D -0 n I I I N(n 171:0 m m-IMr a O fuurUWrV-<m �U'j-q A ammo m z ao(D•--rum B01 11 N.-ti v) zC n n -+ �-rnruow _ v L,) ()moo r m -4w—w(n o 3x cn m(n m (aX-) :E E-E cO X R.) o to f n W r -+ (D -r= o ru --I-+o —+ m u u B 1 xrnE O I o mz v I 1 w . O CO m m O (n cot� 1 z 000 m CO LO 1 O IIS O Z M = —1 --j U11 D M Ln O D m O 'O CY) -r m O m N �' r--I M O r n -a a U7 U 2 r -+ x I U)m m cU-j m 1i w z N L� Z n \ m 0� Ln L w -0 rn >. Fa O fA: F'�I Co f d kti � Ca tD W A WARNING-Ver(/y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the iesponsiblllty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erectlon and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MIT ek Industrba,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onotib Drive,Madison,WI 53719. Job Truss Truss Type --- --- Pty 2 2 SAN MARCO PROPERTIES M10-845F F03 FLOOR 2.100 s MTek Industries,Inc. Thu Dec 09 16:06:01 1993 Page 1 Granger Truss 1-2-10 1-2-10 1-2-10 1-2-10 0+12 1-2-10 1-2-10 1.2.1 1-2-1 1-2-19 1-2-1 1-z-1 H1-z-1 1-z-1 1-2-1 3x6 F.P. 2x4 2x4 4x8 2x4 4x8 3x5 3x4 2x4 3x4 20 3x43x4 2x4 4x8 2x4 4x8 2x4 2 3 45 6 7 8 9 10 11 1213 14 15 16 17 18 2x4 2x1 OD N t r d 1 2117 26 25 24 2322 21 20 19 5x8 6xg5x5 6X12- 5x8 5x8 2x6 5x8 1oxio 5x8 2x6 3x6 F.P.Wr2x6 S.P. 3x6 F.P.Wr3x6 S.P.WB 2-10.12 5-&12 12-7-0 19-60 2-10-12 2-10-0 6-10-4 6-11-0 Plate Offsets(Lef,Top): 3:3.5,1.5,12:2.5,1.5,13:1.5,1.5,20:4.0,7.0,26:7.0,3.0,27:1.5,2.0,28:6.5,3.0 LOADING(Psf) SPACING 2-0-0 CSI DEFL of% (10c) Vdefl PLATES GRIP TCLL 40,0 Plates Increase 1.00 TC 0.90 Vert(LL) 0.5$24125 394 M20(20ga) 2581216 TCOL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) 0.69 24125 333 BCLL 0.0 Rep Stress Ir1cr SFB ( atrbo t MinNO WEI Leenngth0L/Ldeft,360 �a Weight:115(lbs) BCDI 5.0 Code LUMBER BRACING TOP CHORD Sheathed TOP CHORD 4 X 2 SYP No.3'Except' 16-2 4 X 2 SYP No.1 BOT CHORD Rigid ceiling centectly applied, Bxce OT CHORD 4 X 2 SYP No-3'Except' or 10-00 00 on center 1-26 4 X 2 SYP No.2ND,19-26 4 X 2 SYP No.1 bracing. WEBS 4 X 2 SYP No.3 REACTIONS (1bslsize) 19=3100!03",1=270310.3-8 FORCES TOP CHORD 1-2=-85,23=0,3-4--7022,4-5=-7022,55=70221 6-7=-13517,7-8=13517.8-9=15586,9-10=15586,10-11=-15311, 11-12=15311,12-13=14033,1 3-1 4=1 1 968,14-15=-11968,15-16=-7193,16-17=7193,17-18=0,18-19=53 BOTCHORD 19-20=3694,20-21=9706,21-22=14033,22-23=14033,23-24=14033,24-25=15577,25-26=14765,26-27=10398, 27-28=7022,1-28=3485 WEBS 13=-4386,3-28=4452,4-28=1451,5-27=1341,6-27=-4248,6-26=3801,7-26=9,8-26=1521,8-25=1033,9-25=27, 10-25=11,10-24=334,11-24=-167,12-24=1581,12-23=-602,13-22=937,13-21=2555,14-21=30,15-21=2848, 15-20=3163,16-20=107,17-20--4403,17-19=-4650 NOTES 1)Trusses fastened together to act as a sing distributed qually wer the 2 to each truss withplies.Od nails. Strongbacks to be 2)Recommend 2x6 strorlgbacks,on edge,spaced at 10 feet on center attached to walls at their outer ends or restrained by other reams. 3)CAUTION,Do not erect truss backwards. LOAD CASE(S) 1)Lumber Irlcrease=1.00,Plate Increase=1.00 Uniform Loads obs per R) Vert:23=100.0,3-4=100.0,45=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100-0,8-9=-100.0,9-10=100.0,10-11=-100.0, 11-12=100.0,12-13=-100.0,13-14=-100.0,14-15=-100.0,15-16=-100.0,16-17=-100.0,17-18=100.0,18-19=-100.0, �t 19-20=212.3,20-21=-212-3,21-22=-212.3,22-23=-212.3,23-24=-212.3,24-25=-212.3,25-26=-212.3.26-27=10.0, 27-28=10.0,1-28=-10.0 Concentrated Loads obs) J '1� Vert26=-951-0 r r, AWARNINO-V-W design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design k based only upon Parameters shown•and is for an Ind Nidual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorpofatbn of component is iesponslbHlty of buildLng designer-not truss designer.Bracing shown It lot lateral support of Individual web members ony.Additional temporary bracing to insure stability during construction Is the responslbllify of the erecta.Additional permanent bracing of the oveat sttuclure,k the responslbYRy of the buEding designer.For general guidance MITek kldUftttes,k1C. regarding fabrlcatbn,quality control storage,delivery,etec0orl and bracing,consult OST-88 Quality Standard,DS9-89 6racing SPectficatbn,and HIB-91 . Handling Installing and tracing R-oommondotlon avalloble from Truss Plate instttule•583 D'Onofrb Drive.Madison,WI 53719. Job Truss Truss Type Qty Ply M10-845F F04 FLOOR 12 1 SAN MARCO PROPERTIES P328978 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:21:37 1993 Page 1 2-5-4 2-0-4 I 1-10-0 2-0-4 2x4 3x4 2x4 2x4 3x4 2x4 B C D E F G 2x4 2x4 (V� u A J I H 3x6 3x4 3x4 3x6 5-9-0 I 11-6-0 5-30 5-9-0 Plate Offsets(Left,Top): 1:1.5,1.5,J:2.5,1.5 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) 0.08 I/J 999 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) 0.10 J/A 999 1 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 H Na BCDL 5.0 Code SFBC (Matrix) Min Length/LL dell=360 Weight:48(Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Sheathed B-G 4 X 2 SYP No.2ND BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP No.2ND or 10-00-00 on center WEBS 4 X 2 SYP No.3 bracing. REACTIONS (lbs/size) H=612/0-3-8,A=612/0-3-8 FORCES TOP CHORD A-B=-102,B-C=O,C-D=-1617,D-E=-1617,E-F=-1617,F-G=O,G-H=-102 BOT CHORD H-1=1168,I-J=1617,A-J=1168 WEBS A-C=-1267,C-J=501,D-J=-188,E-1=-188,F-1=501,F-H=-1267 NOTES 1)Recommend 2x6 strongbacks,on edge,spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C(SBCCI 1205.1-1988). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEG 0 81993 r f AWARNING-Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719, Job Truss Truss Type ay Ply M10-845F F05 FLOOR 14 1 SAN MARCO PROPERTIES P328979 GRANGER TRUSS 2.100 s MiTek Industries, Inc. Wed Dec 08 11:21:54 1993 Page 1 2-54 1-0-4 1, 1-10-0 'I 1-0-4 2x4 3x4 2x4 2x4 3x4 2x4 B C D E F G 2x4 2x4 LU (V A J I H 3x6 3x4 3x4 3x6 4-9-0 + 9-6-0 4-9-0 4-9-0 Plate Offsets(Left,Top): 1:1.5,1.5,J:2.5,1.5 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) 0.04 I/J 999 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) 0.05 J/A 999 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 H n/a BCDL 5.0 Code SFBC (Matrix) Min Length/LL dell=360 Weight:41 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Sheathed B-G 4 X 2 SYP No.2ND BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP No.2ND or 10-00-00 on center WEBS 4 X 2 SYP No.3 bracing. REACTIONS (lbs/size) H=502/0-3-8,A=502/0-3-8 FORCES TOP CHORD A-B=-103,B-C=O,C-D=-1071,D-E=-1071,E-F=-1071,F-G=O,G-H=-103 BOTCHORD H-1=902,I-J=1071,A-J=902 WEBS A-C=-980,C-J=229,D-J=-126,E-1=-126,F-1=229,F-H=-980 NOTES 1)Recommend 2x6 strongbacks,on edge,spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)This truss has been designed for the wind loads generated by 110.0 m.p h.winds at 25.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C(SBCCI 1205.1-1988). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 8 1993 Ij r/j'� 1 -/ N AWARMNG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of thebuilding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MITek Industries,Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,wl 53719. Job Truss Truss Type QtY Ply M10-845F F06 FLOOR 2 1 SAN MARCO PROPERTIES P328980 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 15:43:28 1993 Page 1 2-54 I 1-114 1-114 i 2-54 1x3 3x5 3x3 3x5 1X3 B C D E F 0 r t;1x3 0 z A H G 5x6 5x7 5x6 430 36-0 430 430 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) 0.15 H/A 724 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) 0.21 WA 515 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.01 G Na BCDL 5.0 Code SFBC (Matrix) Min Length/LL defl=360 Weight:54(lbs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Sheathed B-F 4 X 2 SYP No.2ND BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP No.2ND or 10-00-00 on center WEBS 4 X 2 SYP No.3 bracing. REACTIONS (lbs/size) G=951/0-3-8,A=951/0-3-8 FORCES TOP CHORD A-B=-101,B-C=O,C-D=-2496,D-E=-2496,E-F=O,F-G=-101 BOT CHORD G-H=1675,A-H=1675 WEBS A-C=-1801,C-H=907,D-H=-162,E-H=907,E-G=-1801 NOTES 1)Recommend 2x6 strongbacks,on edge,spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C(SBCCI 1205.1-1988). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) 1)Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Ibs per ft) VerLB-C=-100.0,C-D=-100.0,D-E=-100.0,E-F=-100.0,F-G=-100.0,G-H=-108.5,A-H=-108.5 LEC 0 8 i WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applloablllty of design parameters and proper Incorporation of component Is iesponslblllty of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Addltlonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. 19-6 19-6 > n > vi i— > r r r r > vi > > > > , 3 > r'1 a VJ > r r r r r r > > > > > > > H01 VJ v� vJ5 02 LO HO SO1 N HO SO1 TOS0 I O N 07 z T07 T06 T10 T05 T09 T04 m T01 T02 N T02 T02 I T02 T01 N T02 S11 T03 S10 05 S09 04 S08 03 S07 I S06 7 O N H06 I N 0 1 .r H SJ 8 r r r r r r H07 3 3 3 3 3 3 t'1 � S 1 SJ5 W w r r r r SJ 00 3 3 3 3 w w 3 '� J w 13-11 5-7 I IL J 19-6 19-6 Customer Name: Granger Lumber INC. AN MARCO PROPERTIES 1 180 Lane Ave. South Project Nome: Jacksonville,FL. 32205 DUPLEXel. Fox.: 904 786-8480/(904) 783-3443 Plan o e Date: cafe: Drawn y: Drawing 12/2/93 1 /8'= 1 '-0" NA EJ 1 0-0845R Job Truss Truss Type City PN M10-845R E.11 2 1 SAN MARCO PROPERTIES-DUPLEX P328889 GRANGER TRUSS 2.100 s MTek Industries,Inc. Wed Dec 08 10:49:39 1993 Page 1 -1-4-0 7-0-0 1-4-0 7-40 M 6.000 F1_2 B o CONNECTION(BY OTHERS) o � A C 2x4 1-40 7-4p 1-0-0 6-40 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.00 Vert(LL) 0.00 A/C 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.12 A/C 663 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code SSBC (Matrix) Min Length/LL dell=360 Weight:12(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. REACTIONS (lbs/size) A=192/0-3-8,C=67/0-3-8,B=26/0-3-8 Max Horz A=41(load case 3) Max Uplift A=-45(load case 3),B=-40(load case 3) FORCES TOP CHORD A-B=-14 BOT CHORD A-C=0 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 08 IM ,I A WARNING-Ve fjf dealpn parwwtsn and READ N0=51 ON TEW AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DS11-89 Bracing specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply M10-845R EJ3 2 1 SAN MARCO PROPERTIES-DUPLEX P328890 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:49:55 1993 Page 1 -1-4-0 7-0.0 1-4-0 7-0-0 B 6.000 P2 M o CONNECTION(BY OTHERS) r A C 2x4 30.0 I 7-0.0 30-0 4-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.00 A/C 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.12 A/C 663 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code SSBC (Matrix) Min Length/LL dell=360 Weight:15(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10.00-00 on center bracing. REACTIONS (lbs/size) A=266/0-3-8,C=67/0-3-8,B=100/0-3-8 Max Horz A=129(load rase 3) Max Uplift A=-97(load case 3),B=-135(load case 3) FORCES TOP CHORD A-8=48 BOT CHORD A-C=0 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 01993 � v AWARNING-ver{fy design pasnmsters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding labrlcatlon,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type City Ply M10-845R EJ5 2 1 SAN MARCO PROPERTIES-DUPLEX P328891 GRANGER TRUSS 2.100 s MiTek Industries, Inc. Wed Dec 08 10:50:10 1993 Page 1 I -1-4-0 I 7-0.0 1-4-0 7-0-0 B 6.000 F2 o CONNECTION(BY OTHERS) N M �I 0 A C 2x41 5-0.0 7-0-0 5.0-0 2-0.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TO 0.49 Vert(LL) 0.00 A/C 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.12 A/C 663 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 B Na BCDL 100 Code SSBC (Matrix) Min Length/LL defl=360 Weight:18(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. REACTIONS (lbs/size) A=340/0-3-8,C=67/0-3-8,B=174/0-3-8 Max Horz A=21 7(load case 3) Max Uplift A=-150(load case 3),B=-232(load case 3) FORCES TOP CHORD A-B=81 BOT CHORD A-C=O NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 01053 �I A WARNING-Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of buliding designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Oualtty Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,Wl53719. Job Truss Truss Type Oty PN M10-845R H01 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328892 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 15:58:26 1993 Page 1 310-15 7-0-0 330 12-60 15-7-1 1360 20-10-0 310-15 3-1-1 2-30 2-9-0 3-1-1 3.10-15 1-4-0 8x8 3x4 8x8 C D E 1x4 1? 6.000 12 1x4 F B rn N 3x8 3x8 m M 7 I H o 1 I 7x8 7x8 I A 3.000 12 G 3x8 3x8 7-0-0 12-60 19-60 7-0y0 5-60 7-0-0 Plate Offsets(Left,Top): C:4.0,2.5,E:4.0,2.5,1:4.0,2.0,H:4.0,2.0 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (too) 1/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.55 D 420 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) 0.73 D 314 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.47 G n/a BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:94(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed C-E 2 X 6 SYP No.2 BOT CHORD A-1:3-11-15,H-1:4-1-8, BOT CHORD 2 X 6 SYP No.2'Except' G-H:3-11-15. H-1 2 X 6 SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) A=1953/0-3-8,G=2051/0-3-8 Max Horz A=-103(load case 3) Max Uplift A=-967(load case 2),G=-1066(load case 2) FORCES TOP CHORD A-B=-7377,B-C=-7138,C-D=-6411,D-E=-6411,E-F=-7138,F-G=-7377 BOT CHORD G-H=6757,H-1=6897,A-1=6757 WEBS B-1=-146,C-1=2873,D-1=-572,D-H=-572,E-H=2873,F-H=-145 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. I LOAD CASE(S) 1)Lumber Increase=1.33,Plate Increase=1.33 p� Uniform Loads(Ibs per ft) DEC C (�V $ �QQO®� Vert:A-B=-74.0,B-C=-74.0,C-D=-163.8,D-E=-163.8,E-F=-74.0,F-G=-74.0,G-H=-20.0,H-1=-44.3,A-1=-20.0 Concentrated Loads(Ibs) Vert:G=-98.7,H=-736.0,1=-736.0 2)Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Ibs per ft) Vert:A-B=74.2,B-C=74.2,C-D=144.2,D-E=144.2,E-F=74.2,F-G=74.2,G-H=-20.0,H-1=42.3,A-1=-20.0 Concentrated Loads(Ibs) Vert:G=99.0,H=315.0,1=315.0 .{ AWARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Incilvidual building component to be Installed and loaded vertically, Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSR-89 Bracing Specification,and HIB-91 M!Tek Industries,Inc. Handling Installinq and Bracing Recommendation mendaon avariable from Truss Plate Institute,583 D'Onofrlo Drive,Madison,Wl53719. Job Truss Truss Type Qty Ply M10-845R H02 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328893 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:51:03 1993 Page 1 4-10-15 } 9-0-0 1 10-6-0, 14-7-1 1 136-0 r0-10-01 4-10-15 4-1-1 1-6-0 4-1-1 4-10-15 1-4-0 4x44x8 C D 2x4 2x4 6.000 B E I? O � N H G N r Ij 5x8 5x81 N O 3.000 6 A F 3x4 3x4 30-0 10-6-0 19-6-0 9-0-0 1-6-0 30-0 Plate Offsets(Left,Top): H:4.0,2.0,G:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(LL) 0.28 G 809 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) 0.46 GIF 498 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.20 F n/a BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:77(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.t *Except* BOT CHORD A-H:4-11-0,G-H 6-3-0, G-H 2 X 4 SYP No.2ND F-G:4-11-0. WEBS 2 X 4 SYP No.3 REACTIONS (Ibs/size) A=903/0-3-8,F=1001/0-3-8 Max Horz A=-137(load case 2) Max Uplift A=-521(load case 4),F=-620(load case 4) FORCES TOP CHORD A-B=-2579,B-C=-2035,C-D=-1819,D-E=-2035,E-F=-2579 BOT CHORD F-G=2348,G-H=1819,A-H=2348 WEBS B-H=-461,C-H=704,D-H=O,D-G=704,E-G=-461 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard ®EC 0 8 j993 s04 V AWARNING-Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ��.. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling installlnq and Bracing Recommendation ovallable from Truss Plate Institute,583 D'Onofrlo Drive,Madison,Wl53719. Job Truss Truss Type City Ply M10-845R H03 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328894 GRANGER TRUSS 2.100 s MiTek Industries, Inc. Wed Dec 08 16:01:43 1993 Page 1 38-8 F 7-1-8 3312 1 12-60 157-1 I 1360 120-101-0 3-&8 3.5-0 2-84 2-8-4 31-1 310-15 1-4-0 2x4 3x10 2x4 3x4 8x8 B C D E F Cl) 1x4 r3 G 6.000 12 (h N 3x8 cr) J 1 d 7x10 7x8 I A 3.000 12 H 45 3x8 7-0-0 F 12-60i 1360 13160 7-0-0 56-0 7-0-0 0.0.0 Plate Offsets(Left,Top): F:4.0,2.5,J:5.0.2.0,1:4,0,2.0 LOADING(ps17 SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.43 1 532 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) 0.58 1 396 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.36 H Na BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:108(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.3'Except* TOP CHORD Sheathed B-F 2 X 6 SYP No.2,F-H 2 X 4 SYP No.2ND BOT CHORD A-J:6-3-0,144-1-8, BOT CHORD 2 X 6 SYP No.2'Except* H-1:3-11-15. I-J 2 X 6 SYP No.1 WEBS 1 Row at midpt A-C WEBS 2 X 4 SYP No.3'Except' C-J 2 X 4 SYP No.2ND REACTIONS (lbs/size) A=1953/0-3-8,H=2051/0-3-8 Max Harz A=-672(load case 3) Max Uplift A=-967(load case 2),H=-1066(load case 2) FORCES TOP CHORD A-B=-135,B-C=O,C-D=-6535,D-E=-6535,E-F=-6411,F-G=-7138,G-H=-7377 BOT CHORD H-1=6757,I-J=6897,A-J=2628 WEBS A-C=-3491,C-J=4519,D-J=-348,E-J=-424,E-1=-576,F-1=2880,G-1=-145 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) 1)Lumber Increase=1.33,Plate Increase=1.33 DEC 0 8 1993 Uniform Loads(Ibs per ft) Vert:B-C=-74.0,C-D=-74.0,D-E=-163.8,E-F=-163.8,F-G=-74.0,G-H=-74.0,H-1=-20.0,I-J=-44.3,A-J=-20.0 Concentrated Loads(Ibs) Vert:H=-98.7,1=-736.0,J=-736.0 2)Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Ibs per ft) Vert:B-C=74.2,C-D=74.2,D-E=144.2,E-F=144.2,F-G=74.2,G-H=74.2,H-1=-20.0,I-J=-42.3,A-J=-20.0 Concentrated Loads(lbs) Vert:H=99.0,1=315.0,J=315.0 City I A WARNING-VerV Y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and gracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type Oty Ply M10-845R H04 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328895 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:51:501993 Page 1 1 4-68 + 31-8 '0-6.01 14-7-1 I 1360 ;0 12A 4-8-8 4-5-0 1-4-8 4-1-1 4-10-15 1-4-0 2x4 3x4 3x4 4x4 B C D E \ 2x4 F 8.000 L Cell r � N 1 H N r 5x8 5x81 N 3.000 12 A G 3x4 3x4 340 10-60 1 19.60 13160 30.0 1-60 30-0 0-0-0 Plate Offsets(Left,Top): 1:4.0,2.0,H:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.82 Vert(LL) 0.22 F 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) 0.50 H/G 459 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.16 G n/a BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:89(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD A-1:6-3-0,H-1:6-3-0, BOT CHORD 2 X 4 SYP No.2ND'Except' G-1-1:4-11-0. G-H 2 X 4 SYP No.1 WEBS 1 Row at midpt A-C WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Harz A=-897(load case 2) Max Uplift A=-628(load case 2),G=-620(load case 4) FORCES TOP CHORD A-B=-171,B-C=O,C-D=-1812,D-E=-1819,E-F=-2035,F-G=-2579 BOT CHORD G-H=2348,H-I=1812,A-1=893 WEBS A-C=-1220,C-1=1085,D-1=-212,D-H=12,E-H=693,F-H=-461 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. DECLOAD CASE(S) Standard C ®8 19W �f AWARMNG-Ver{jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Deslgn valid toy use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for literal support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility at the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing RecommerWatlon available from Truss Plate Institute,583 D'OnoLlo Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply M10-845R H05 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328896 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 16:13:01 1993 Page 1 r 38-8 1 7-1-8 1 3312 1 12-60 1 158.12 1 1360 20.100 38-8 350 2-8-4 2-8-4 32-12 334 1-4-0 45 3x4 2x4 3x4 7x6 B C D E F M 1X4 CS G 6.000 L2 o r cn 00 �I L M 5x8 K I A 3.M 12 3x4 J I H 2x4 5x6 3x4 r 38-8 I 611-8 1 3312 1 137-8 131-419-6-0 13fro 3-68 3-30 2-10.4 3312 0-1-12 58.12 0-0-0 Plate Offsets(Left,Top): F:3.0,2.5,L:4.0,2.0,1:3.0,2.0 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.06 D 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) 0.14 IM 480 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.05 1 Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL defl=360 Weight:102(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYR No.3*Except* TOP CHORD Sheathed B-F 2 X 6 SYR No.2,F-H 2 X 4 SYR No.2ND BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYR No.2ND or 10-00-00 on center WEBS 2 X 4 SYR No.3 bracing. Except: L-M:6-3-0,K-1-:6-3-0, J-K:6-3-0,H-1:5-10-11, I-J:6-3-0. REACTIONS (lbs/size) A=1237/0-3-8,H=-55/0-3-8, 1=2677/0-4-0(input: 0-3-8) Max Horz A=-686(load case 3) Max Uplift A=-581(load case 2),H=-159(load case 3),1=-1279(load case 2) Max Vert A=1237(load case 1),H=270(load case 7),1=2877(load case 1) FORCES TOP CHORD A-B=-1172,B-C=-1263,C-D=-1992,D-E=-1992,E-F=-947,F-G=1063,G-H=817 BOT CHORD H-1=-706,I-J=-217,J-K=-197,K-L=971,L-M=1298,A-M=3 WEBS B-M=1567,C-M=-1063,C-L=833,D-L=-411,E-L=1236,E-K=-1194,F-K=1580,F-1=-2520,G-1=-350 NOTES 1)This truss has been checked for unbalanced loading conditions about joint F. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. g93 top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of DECyy,�� dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 3)Provide adequate drainage to prevent water ponding. LOAD CASE(S) 1)Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Ibs per ft) Vert:B-C=-163.8,C-D=-163.8,D-E=-163.8,E-F=-163.8,F-G=-74.0,G-H=-74.0,H-1=44.3,I-J=-44.3,J-K=-44.3,K-L=-44.3, L-M=44.3,A-M=44.3 Concentrated Loads(Ibs) Vert:F=-579.4,H=-98.7 2)Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Ibs per ft) Vert:B-C=144.2,C-D=144.2,D-E=144.2,E-F=144.2,F-G=74.2,G-H=74.2,H-1=-44.3,I-J=-44.3,J-K=-44.3,K-L=-44.3, ;f PI 4,ell J L-M=-44.3,A-M=-44.3 Concentrated Loads(Ibs) r Jy Vert:F=247.7,H=98.7 AWARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only wlth MITek connectors.This design Is based only upon parameters shown,and Is for an Individual bullding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsibillty of bullding designer-not truss designer. Bracing shown Is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,dellvety,election and bracing,consult GST-68 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MITek Ind Mill Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Inst1tute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Oty Ply M10-845R H06 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328897 GRANGER TRUSS 2.100 s MiTek Industries, Inc. Wed Dec 08 10:52:46 1993 Page 1 54-12 10-6-0 I 14-8-12 I 19-60 z0-10-0 54-12 51-4 4-2-12 4-9-4 1-4-0 2x4 30 4x4 B C D 2x4 E 6.000 12 I? O O H ch 5x8 VI O A 1000f1_2 G F 3x4 5x8 3x4 r-11-8 I 13-7-8 i 19-60 19$0 6-11.8 6.8.0 510-8 0-0-0 Plate Offsets(Left,Top): H:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 083 Vert(LL) 0.03 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) 0.14 A/H 999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(fL) 0.02 G n/a BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:89(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD A-1-1:6-3-0,G-H:6-3-0, BOT CHORD 2 X 4 SYP No 2ND F-G:6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) A=590/0.3-8,F=266/0-3-8,G=1048/0-3-8 Max Harz A=-894(load case 2) Max Uplift A=-509(load case 2),F=-232(load case 2),G=-583(load case 4) Max Vert A=601(load case 6).F=277(load case 6),G=1048(load case 1) FORCES TOP CHORD A-B=-193,B-C=-O,C-D=-566,D-E=270,E-F=126 BOT CHORD F-G=-112,G-H=263,A-H=539 WEBS A-C=-696,C-H=88,D-H=400,D-G=-877,E-G=-295 NOTES 1)This truss has been checked for unbalanced loading conditions about joint B. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10 0 p s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 3)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC p 8 03 II I r I ' sfr r A&WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �lillilli,. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer. Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building deslgner. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Speclflcation,and HIB-91 MITek Industries,Inc. Handling Installinq and Bracing Recommendation avallable from Truss Plate Institute,583 D'Onofilo Drive,Madison,W153719. Job Truss Truss Type ay PN M10-845R H07 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328898 GRANGER TRUSS 2.100 s MTek Industries,Inc. Wed Dec 08 16:16:25 1993 Page 1 -1-40 39-4 7-0-0 39-0 12-fro 15-7-1 1360 1-40 334 32-12 2-9-0 2-30 31-1 310-15 7x6 2x4 7x6 C D E C0 1x4 1x4 6.000 12 B F A q I? d 3vQ� H I I 5x8 I J 3.00 G A K 3x4 5x6 3x4 5-10-8 I 330 i 12-6-8 i 136-0 196-0 5-10-8 310-8 2-38 6-11-8 0.0-0 Plate Offsets(Left,Top): C:3.0,2.5,E:3.0,2.5,K:3.0,2.0,H:3.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.12 F 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) 0.38 H/G 428 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.09 G Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL defl=360 Weight:86(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND`Except' TOP CHORD Sheathed C-E 2 X 6 SYP No.2 BOT CHORD A-K:4-03,J-K:6-3-0, BOT CHORD 2 X 4 SYP No.2ND'Except' H-1:4-11-4,G-H:4-0-14, G-H 2 X 4 SYP No.1 I-J:5-11-8. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt K-C REACTIONS (lbs/size) A=-481/0-3-8,G=882/0-3-8,K=3623/0-5-1 (input: 0-3-8) Max Horz A=-108(load case 3) Max Uplift A=-481(load case 1),G=-758(load case 2),K=-2749(load case 2) Max Vert A=252(load case 2),G=882(load case 1),K=3623(load case 1) FORCES TOP CHORD A-B=1719,B-C=1981,C-D=-506,D-E=-506,E-F=-2003,F-G=-2369 BOT CHORD G-H=2154,H-I=1817,I-J=-863,J-K=-884,A-K=-1501 WEBS B-K=-392,C-K=-3106,C-1=1838,D-1=-552,E-1=-1716,E-H=1183,F-H=-296 NOTES 1)This truss has been checked for unbalanced loading conditions about joint D. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 3)Provide adequate drainage to prevent water ponding. LOAD CASE(S) DEC 0 81993 1)Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Ibs per ft) Vert:A-B=-74.0,B-C=-74.0,C-D=-163.8,D-E=-163.8,E-F=-74.0,F-G=-74.0,G-H=-44.3,H-1=-44.3,IJ=44.3,J-K=-44.3, A-K=-44.3 Concentrated Loads(lbs) Vert:A=-98.7,C=-579.4,E=-579.4 2)Lumber Increase=1.33,Plate Increase=1.33 nn Uniform Loads(lbs per ft) Vert:A-B=74.2,B-C=74.2,C-D=144.2,D-E=144.2,E-F=74.2,F-G=74.2,G-H=44.3,H-1=44.3,I-J=44.3,J-K=44.3,A-K=44.3 Concentrated Loads(Ibs) Vert:A=99.0,C=247.8, ,&WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addltlonal permanent bracing of the overall structure Is the iesponsiblllty of the building designer.For general guidance regarding fabrlcatlon,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling InstalllnQ and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply M10-845R H08 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328899 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:53:41 1993 Page 1 -1-40I 5.8-12 5- -8 9-" i 10.60 I— 14-7-1 136-0 I 1-4-0 5-8-12 0-1-12 31-8 1-60 4-1-1 4-10.15 44 4x4 C D 3x4 2x4 8.000 12 B E co d v M G M -i, T 0 H 5x8 I A I 3`F a F 3x4 Sx8 3x4 3,000 rt-z 5.10-8 I 30.0 12-68 } 1360 13i6 0 5-10-8 b1-6 368 611-8 0.40 Plate Offsets(Left,Top): G:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.07 E 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) 0.17 G/F 941 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 F Na BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:82(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied, WEBS 2 X 4 SYP No.3 or 10-00-00 on center bracing. Except: A-1:6-3-0, H-1:6-3-0,F-G:6-3-0. REACTIONS (lbs/size) A=51/0-3-8,F=499/0-3-8,1=1355/0-3-8 Max Horz A=-139(load case 2) Max Uplift A=-185(load case 6),F=-301(load case 4),1=-736(load case 4) Max Vert A=231(load case 5),F=499(load case 1),1=1355(load case 1) FORCES TOP CHORD A-B=702,B-C=-38,C-D=-34,D-E=-638,E-F=-1035 BOT CHORD F-G=942,G-H=214,H-I=-647,A-1=-626 WEBS B-1=-1102,B-H=793,C-H=-153,D-H=467,D-G=626,E-G=-367 NOTES 1)This truss has been checked for unbalanced loading conditions about joints D and C. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 3)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC 08 low Lam' A WARNING-Veft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponslblllty of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-aa Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries:,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type aty Ply M10-845R HJ1 ROOF TRUSS 3 1 SAN MARCO PROPERTIES-DUPLEX P328900 GRANGER TRUSS 2.100 s MTek Industries,Inc. Wed Dec 08 16:17:58 1993 Page 1 -1-10.10 i 5-4-5 9-10.13 1-10-10 5-4-5 4-68 1X4 C_ 3x4 4.242 12 B rn c0 M i�4 IS I E 3x4 A 2,141 2x4 5-4-5 900-1 9-1¢13 5-45 4-5-12 0-0-12 LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.10 A/E 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) 0.11 A/E 999 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 D Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL deFl=360 Weight:38(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.3'Except` TOP CHORD Sheathed A-C 2 X 4 SYP No.2ND BOT CHORD A-E:5-11-6,D-E:6-0-6, BOT CHORD 2 X 4 SYP No 2ND D-F:6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) A=486/0-4-15,D=703/0-3-8 Max Harz A=464(load case 3) Max Uplift A=-429(load case 2),D=-347(load case 3) FORCES TOP CHORD A-B=-1449,B-C=-105,C-D=-287 BOT CHORD D-E=1357,A-E=1350,D-F=-1 WEBS B-E=122,B-D=-1323 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.Winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) 1)Lumber Increase=1.33,Plate Increase=1.33 Concentrated Loads(lbs) Vert:A=-139.5 ®EC 0 8 1993 Trapezoidal Loads(lbs per ft) Vert:A=0.0-to-B=-100.3,13-100.3-to-C=-183.2,D=-49.1-to-E=-26.9,A=0.0-to-E=-26.9,D=-49.1-to-F=49.5 '.o A WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type ab Ply M10-845R S01 ROOF TRUSS 4 1 SAN MARCO PROPERTIES-DUPLEX P328901 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:54:221993 Page 1 i 537 I 9.9.0 14-2-9 I 19-6-0 0.10-9 537 4-5-9 4.5.9 5.3.7 1-40 44 C �4 2x4 8.000 12 g \ D r F M 5x8 rh N �IdI 3.000 Fl 2 A E 3x4 3x4 9-9.0 19.6.0 9.9-0 9.9-0 Plate Offsets(Left,Top): F:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.29 F 800 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) 0.59 F/E 392 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.21 E Na BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:72(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.1 BOT CHORD A-F:4-10-10,E-F:4-10-10. WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) A=903/0-3-8,E=1001/0-3-8 Max Horz A=148(load case 3) Max Uplift A=-521(load case 4),E=-620(load case 4) FORCES TOP CHORD A-B=-2513,B-C=-1904,C-D=-1904,D-E=-2513 BOT CHORD E-F=2291,A-F=2291 WEBS B-F=-520,C-F=1368,D-F=-520 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC a 81993 V y!! V +3 A3 &WARNING-Vel design parameter and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an individual building component to be Instatied and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type City Ply M10-845R S02 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328902 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:54:55 1993 Page 1 -1-4-01 5-7-15 1 10.60 I 14-10.4 1 19-&0 1 1-4-0 5-7-15 4-10-1 4-4-4 4-7-12 44 3x4 2x4 C D E 3x4 6.000 12 B M H vI l ?_V4- 5x8 N G d A 3.000 17-17 7 3x4 1- 3x6 3x8 3x4 5.7-15 330 1 14-10.4 t 19.6-0 13¢0 5-7-15 4-1-1 5.14 4-7-12 0-0-0 Plate Offsets(Left,Top): H:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.35 1 666 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) 0.35 1 666 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(fL) 0.17 F n/a BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:94(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD A-1:3-5-13,H-1:3-5-15, WEBS 2 X 4 SYP No.3 G-1-1:44-1,F-G:5-11-2. WEBS 1 Row at midpt D-F REACTIONS (lbs/size) A=1001/0-3-8,F=903/0-3-8 Max Horz A=941(load case 3) Max Uplift A=-489(load case 3),F=-652(load case 3) FORCES TOP CHORD A-B=-2632,B-C=-1850,C-D=-738,D-E=0,E-F=-167 BOT CHORD F-G=761,G-H=1414,H-1=2401,A-1=2401 WEBS B-1=96,B-H=-681,C-H=1136,C-G=-881,D-G=550,D-F=-1145 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. Q LOAD CASE(S) Standard olnir/ O L Awmmm-vsr{m dsaiyn parnrwtsn and RLAD NaTas ON Tms AND REymm swz 9EFORC um. Design valid tot use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is tot lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,Sa3 D'Onotrlo Drive,Madison,WI 53719. Job Truss Truss Type City PN M10-845R S03 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328903 GRANGER TRUSS 2.100 s MTek Industries,Inc. Wed Dec 08 10:55:18 1993 Ta—gel -14-0 5.7-7 10-5-0 12-6-0 15.10.4 19-s-o 1-4-0 5-7-7 4-9-9 2-1-0 3-4-4 3.7-12 48 3x4 2x4 2x4 D E F 8.000123x4 (h B (O r �cuSH � C? K 10x10 N rJ A 2v4 I H G 3x5 2x4 3x8 3x4 r 2- 3.00 F- - 5.7-7 1 10.5-0 —1 12-6.0 } 19.6-0 19-p-0 5-7-7 4.9-9 2-1-0 7-0.0 0-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.32 K 721 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) 0.32 K 721 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.19 G n/a BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:113(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed F-G 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: A-K:4-0-3,J-K:4-0-5, C42-9-0,H-1:6-3-0, G-H:6-3-0. REACTIONS (lbs/size) A=1001/0-3-8,G=903/0-3-8 Max Horz A=559(load case 3) Max Uplift A=-528(load case 3),G=-613(load case 3) FORCES TOP CHORD A-B=-2639,B-C=-1750,C-D=-1754,D-E=-632,E-17=0,F-G=-129 BOT CHORD G-H=391,H-I=-O,IJ=19,J-K=2407,A-K=2407,C-J=-262 WEBS B-0104,BJ=-770,DJ=2024,H-J=1050,D-H=-1204,E-H=513,E-G=-806 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. l/'� R LOAD CASE(S) Standard IDE O v a �Ap A WARMNG-V.ft dsilpn panamstsrs and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing specification,and HIB-91 MITek Industries,Inc. Handling Installlnq and Bracing Rocomm*ndation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type Oty Ply • M10-845R SO4 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328904 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:55:42 1993 Page 1 rt-4-G 5-7-7 F 10.5-0 f 14-60 I 1 1-40 5.7-7 4-39 4-1-0 5-0.0 5x12 2x4 E F 2x4 3x4 D C 3x4 6.000 12 B ri r I F�uSN � K 10x10 N A 3.0;t12 I H G 3x5 2x4 3x4 3x4 5.7-7 I 10-5-0 I 1460 I 19.&0 112to 5.7-7 439 41-0 5.0-0 0-0-0 Plate Offsets(Left,Top): E:6.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.32 K 728 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) 0.32 K 728 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.18 G n/a BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:113(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except* TOP CHORD Sheathed F-G 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: A-K:3-11-7,J-K:3-11-9, 042-9-0,G-1-1:6-3-0. WEBS 1 Row at midpt J-E,E-G REACTIONS (lbs/size) A=1001/0-3-8,G=903/0-3-8 Max Harz A=647(load case 3) Max Uplift A=-496(load case 3),G=-044(load case 3) FORCES TOP CHORD A-B=-2639,B-C=-1773,C-D=-1691,D-E=-1752,E-F=O,F-G=-180 BOT CHORD G-H=449,H-1=0,I-J=39,J-02407,A-K=2407,D-J=-332 WEBS B-K=104,B-J=-770,E-J=1745,H-J=536,E-H=-205,E-G=-810 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC 0 8 1993 AWARNING-VsrM design pammeten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mtfek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type Oty Ply M10-845R S05 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328905 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:56:07 1993 Page 1 r1-4 5-7-7 1 10.5-0 1 1660 1 19.60 1 1-4-0 5-7-7 4-9-9 61-0 30-0 5x12 2x4 E F 2Z4 CD 8.000 FI-2 3x4 00 B J �IK 10x10 N 2x 4— A 3.000 12 I H G 3x5 2x4 3x4 3x4 19-60 5-7-7 1 10.5-0 1 1660 } 5-7-7 4-9-9 61-0 3-0-00-0-0 Plate Offsets(Left,Top): E:6.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (too) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.33 K 691 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) 0.33 K 691 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.18 G n/a BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:121(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND*Except* TOP CHORD Sheathed F-G 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10.00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: A-K:3-10-11,J-K:3-10-13, C42-9-0,G-H:6-3-0. WEBS 1 Row at midpt J-E,H-E, E-G REACTIONS (lbs/size) A=1001/0-3-8,G=903/0-3-8 Max Horz A=735(load case 3) Max Uplift A=-460(load case 3),G=-680(load case 3) FORCES TOP CHORD A-B=-2639,B-C=-1750,C-D=-1843,D-E=-1745,E-F=O,F-G=-106 BOT CHORD G-H=264,H-1=0,I-J=59,J-02407,A-02407,C-J=-405 WEBS B-K=104,B-J=-770,E-J=1808,HJ=288,E-H=-27,E-G=-813 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h,winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard AEC a� 1993 A WARNDYO-VerM design pasanseters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HI5-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply M10-845R S06 ROOF TRUSS 2 1 SAN MARCO PROPERTIES-DUPLEX P328906 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:56:29 1993 Page 1 4.4-12 B-6-0 F 137-1 I 1360 F0.10-q 4-4-12 4-1-4 51-1 5-10-15 1-40 2x4 3x4 4x4 B C D 3x4 E 8-000112_ c� O r H 5x8 GI N x 24 A 3x4 F 3x4 I Z 3x4 3.oW ♦- 4412 1 9-30 1 137-1 I 1360 is-po 4412 544 3.10.1 5.10.15 0.0-0 Plate Offsets(Left,Top): H:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.20 G 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) 0.24 G 968 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 F Na BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:95(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except* TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: H-1:6-3-0, G-H:6-1-10,F-G:6-1-6. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,F=1001/0-3-8 Max Harz A=-492(load case 2) Max Uplift A=-592(load case 2),F=-548(load case 2) FORCES TOP CHORD A-B=-157,B-C=-O,C-D=-660,D-E=-1822,E-F=-2594 BOT CHORD F-G=2367,G-H=2367,H-1=1243,A-1=680 WEBS A-C=-1091,C-1=560,D-I=-812,D-H=1157,E-H=-076,E-G=96 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC 0 8 1993 f� rev____ i A WARNING-ver{fy design panamsten and READ NOTES ON TB7S AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSS-89 Bracing Specification,and HIB-91 M ITek Industries,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type City Ply M10-845R S07 ROOF TRUSS 2 1 SAN MARCO PROPERTIES-DUPLEX P328907 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:56:581993 Page 1 660 12-7-1 i 19-60x10-p 660 61-1 610-15 1-40 2Xq 48 B C 5x8 D M O_ 8.000 12 (b G 5x8F M_ (�V A 3.000 12 2x4 E �1 3x4 3x4 660 9-9-0 t 142-9 19-60 19-rao 660 330 4-5-9 5-3-7 0.0-0 Plate Offsets(Left,Top): DA.0,3.0,G:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) 0.17 D 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.58 Vert(TL) 0.62 AIG 371 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.16 E Na BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:90(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: F-G:6-3-0,E-F:6-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,E=1001/0-3-8 Max Horz A=-581(load case 2) Max Uplift A=-620(load case 2),E=-520(load case 2) FORCES TOP CHORD A-B=-235,B-C=O,C-D=-1749,D-E=-2505 BOT CHORD E-F=2289,F-G=2206,A-G=750 WEBS A-C=-1048,C-G=1361,D-G=-617,D-F=141 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard pEC 0 8 1993 AWARNING-VerVy design parameters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Instadldnq and Bracing Recommendation available from Truss Plate Institute.583 D'Onofrlo Drive,Madison,Wt 53719. Job Truss Truss Type City Ply M10-845R S08 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328908 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 16:23.07 1993 Page 1 4-60 1 9-9-0 1 14-2-9 19-6-0 30-1ap 4-60 5-3-0 4-59 537 1-4-0 1x4 48 B C 3x43x4 o DE r 3x4 6 000 12 F �D r1 `r I � O 5x6 H I J 3x4 1x4 A 3.000 12 G 3x4 3x4 4-60 1 9-9-0 I 14-2-9 I 19-60 19{-0 4-60 530 4-59 5-3-7 0-0.0 Plate Offsets(Left,Top): 1:3.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.20 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) 0.27 IIH 851 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.19 G Na BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:103(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: I-J:6-3-0, H-1:6-3-0,G-1-1:6-3-0. WEBS 1 Row at midpt A-C,J-D REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Harz A=-669(load case 2) Max Uplift A=-653(load case 2),G=-488(load case 2) FORCES TOP CHORD A-B=-161,B-C=O,C-D=-518,D-E=-1779,E-F=-1872,F-G=-2688 BOT CHORD G-H=2450,H-1=2450,I-J=1709,A-J=479 WEBS A-C=-935,C-J=682,D-J=-1491,D-1=1167,F-I=-723,F-H=96 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 j 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard j DEC 0 8 1393 I AWARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is tot on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the bulking designer. For general guidance regarding labrbatlon,quality control,storage,delivery,erection and bracing,consult OST-88 Qualify Standard,DSB-69 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommondatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,v/1 53719. Job Truss Truss Type Oty Ply M10-845R S09 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328909 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:57:45 1993 Page 1 2-60 } 9-1-0 I 13-10.9 1 19-60 ?�0-10-p 2-60 67-0 4-9-9 5-7-7 1-4-0 Z,4 5x12 B C x7 3A4 DE Cl) 3x46.000112 F C�D 111000 H N 02x4Of� A K J 3.000 12 G 3x4 3x4 2x4 3x4 2-60 9-1-0 13-10-9 19-60 19-60 2-60 67-0 4-9.9 5-7-7 0-0.0 Plate Offsets(Left,Top): C:6.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loo) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.19 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) 0.28 I/H 818 BCLL 0.0 Rep Stress[nor YES WB 0.55 Horz(TL) 0.19 G Na BCDL 10.0 Code SSBC Min Length/LL def!=360 Weight:123(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: E-1:2-9-0, H-1:6-3-0,G-1-1:6-3-0. WEBS 1 Row at midpt A-C, K-C,C-I REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Harz A=-757(load case 2) Max Uplift A=-689(load case 2),G=-452(load case 2) FORCES TOP CHORD A-B=-87,B-C=O,C-D=-1745,D-E=-1851,E-F=-1750,F-G=-2639 BOT CHORD G-H=2407,H-1=2407,I-J=64,J-K=O,A-0218,E-1=423 WEBS A-C=-822,C-K=1,GI=1839,1-0235,F-1=-770,F-H=104 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC U 81593 f AWARNING-Ver(jg design pamnwters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. ��.. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 MiTek Industries:,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofilo Drive,Madison,W 153719. Job Truss Truss Type City Ply M10-845R S10 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328910 GRANGER TRUSS 2.100 s MiTek Industries, Inc. Wed Dec 08 16:25:49 1993 Page 1 (1T0 49-8 9-1-0 1 1310-9 19-60 21.10-,0 0-60 4-58 438 49-9 5.7-7 1-4-0 1x4 B M ? lx4 MICE 3x4 12F 00 M7H 3x4 3x4 1x4 3.000 L2 3x4 01610 49-8 � 9-1-0 i 1310-s � 19-60 19-8-0 0.60 458 458 49-9 5-7-7 0.0-0 Plate Offsets(Left,Top): 1:5.0,4.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.18 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) 0.26 I/H 890 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.18 G Na BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:117(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND*Except* TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: E-1:2-9-0, H-1:6-3-0,G-H:6-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Horz A=-860(load case 2) Max Uplift A=-738(load case 2),G=-403(load case 2) FORCES TOP CHORD A-B=-172,B-C=O,C-D=-1744,D-E=-1812,E-F=-1750,F-G=-2639 BOT CHORD G-H=2407,H-1=2407,I-J=41,J-K=O,A-K=430,E-1=-336 WEBS A-C=-808,C-K=-179,C-1=1742,I-K=506,F-1=-770,F-H=104 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 DEC /� [](�} LOAD CASES) Standard C U }�v 1993 fI '•4,f i ,&WARNING-Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component Is responsibility of building designer-not truss designer. Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommendatlonavallable from Truss Plate Institute,583 D'Onofrio Drive,Madison,VVI 53719. Job Truss Truss Type Qty Ply MIO-845R S11 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328911 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:58:40 1993 Page 1 4-8.4 F 9-1-0 1 1310-9 l 1360 2fYl 4-8.4 4-4.12 4-39 5-7-7 1-&0 2x4 B 300 C 3Ir4 C7 PE II..'' 3x4g-�L F 10x10 F{ �I fV 2x4 p A K J 3.00OL2 G 3x4 3x4 2x4 3x4 r 4-8-4 3141 1 13-10-9 } 13 0 13�r0 4-8 4 4-4-12 4-39 67-7 0-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.18 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) 0.26 I/H 887 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.18 G n/a BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:118(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND`Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: E-1:2-9-0, H-1:6-3-0,G-1-11:6-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Harz A=-860(load case 2) Max Uplift A=-738(load case 2),G=-403(load case 2) FORCES TOP CHORD A-B=-168,B-C=O,C-D=-1744,D-E=-1814,E-F=-1750,F-G=-2639 BOT CHORD G-H=2407,H-1=2407,I-J=42,J-K=O,A-K=420,E-1=-340 WEBS A-C=-807,C-K=-167,C-1=1743,I-K=491,F-1=-771,F-H=104 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 81993 AWARMNG-Veft design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. eeesee,. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries:,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI$3719. Job Truss Truss Type ay PN M10-845R SJ1 2 1 SAN MARCO PROPERTIES-DUPLEX P328912 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 10:58:57 1993 Page 1 -1-4-0 I 1-0.01 1-4-0 1-0-0 6.000 12 / B 661 1 CONNECTION(BY OTHERS) A C 2x4 1-0-0 1-0.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.00 Vert(LL) 0.00 A/C 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Ved(TL) 0.00 A/C 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL deft=360 Weight:4(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. REACTIONS (lbs/size) A=132/0-3-8,C=7/0-3-8,B=26/0-3-8 Max Horz A=41(load case 3) Max Uplift A=-105(load case 3),B=40(load case 3) FORCES TOP CHORD A-B=-14 BOT CHORD A-C=0 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 8 1593 A WARNING-Ve jy design patnmsten and READ NOTES ON TMS AND REVERSE SWE BEFORV USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility at building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibillty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSI-89 Bracing Spaeltication,and HIB-91 MiTek Industries,Inc. Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute,683 D'Onofrb Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply M10-845R SJ3 2 1 SAN MARCO PROPERTIES-DUPLEX P328913 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 16:30:47 1993 Page 1 -1-4-0 I 1-0.0 i 3-0-0 1-4-0 1-0.0 2-0-0 D M O i 6.000 12 I? CONNECTION(BY OTHERS) IT 01 A B 1-0-0 3-0-3 1-041 2-0-3 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.17 Vert(LL) 0.00 C 999 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 AB 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL dell=360 Weight:7(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. REACTIONS (lbs/size) A=261/0-3-8,C=56/0-3-8,B=7/0-3-8 Max Horz A=130(load case 3) Max Uplift A=-44(load case 3),C=-134(load case 3) Max Vert A=261(load case 1),C=113(load case 5),B=7(load case 1) FORCES TOP CHORD A-D=-59,C-D=27 BOT CHORD A-8=0 NOTES 1)This truss has been checked for unbalanced loading conditions about joint C. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 81993 yy a.F I� AWARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. seeteeter. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer. Bracing shown Is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability dwing construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building deslgner. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive.Madison,Wl53719. Job Truss Truss Type aty Ply M10-845R SJ5 2 1 SAN MARCO PROPERTIES-DUPLEX P328914 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 16:31:30 1993 Page 1 -14-0 I 1-0-0 I 5-0-0-- 1-4-0 1-0-0 4-0-0 M O r 6.000 12 C N CONNECTION(BY OTHERS) M ITd I A B 1-0-0 5.0-6 1-0-0 4-0-6 I LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.00 C 999 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 AB 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL defl=360 Weight:10(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. REACTIONS (lbs/size) A=406/0-3-8,C=59/0-3-8,B=7/0-3-8 Max Horz A=219(load case 3) Max Uplift A=-96(load case 3).C=-232(load case 3) Max Vert A=406(load case 1),C=185(load case 5),B=7(load case 1) FORCES TOP CHORD A-D=-125,C-D=27 BOT CHORD A-13=0 NOTES 1)This truss has been checked for unbalanced loading conditions about joint C. 2)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard ®EC 0 8 1593 - a AWARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onolrio Drive,Madison,WI 53719. Job Truss Truss Type Oty Ply M10-845R T01 ROOF TRUSS 2 1 SAN MARCO PROPERTIES-DUPLEX P328915 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 16:34:21 1993 Page 1 11-4:q 6r32 I 12-11-13 I 19.60 1-4-0 632 62-11 6-6.3 1x4 E M 3x4 3x4 p 3 C 6.000[-12 3x4 B I M 1 A I H G F 3x4 1x4 3x43x4 3x4 632 12-11-13 i 1360 136-0 632 62-11 663 0-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) 0.08 1 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) 0.10 I/G 999 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.03 F Na BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:101 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND*Except* TOP CHORD Sheathed E-F 2 X 4 SYP No.3 BOT CHORD A-1:5-6-12,H-1:5-6-12, BOT CHORD 2 X 4 SYP No.2ND G-H:5-6-12,F-G:6-3-0. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-F REACTIONS (lbs/size) A=1001/0-3-8,F=903/0-3-8 Max Harz A=857(load case 3) Max Uplift A=-403(load case 3),F=-738(load case 3) FORCES TOP CHORD A-B=-1289,B-C=-689,C-D=-586,D-E=0,E-F=-236 BOT CHORD F-G=588,G-H=1145,H-I=1145,A-1=1145 WEBS B-1=128,B-G=-635,D-G=432,D-F=-843 NOTES 1)This truss has been designed far the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC Q 8 1993 yl A"' i I ,&WARNING-Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ��.. Design valid for use only wlth MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsibillty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponsibllity of the erector. Addltlonal permanent bracing of the overall structure Is the responsibility of the bullding designer.For general guidance M1 regarding fabrication,quallty control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc, Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofilo Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply M10-845R T02 ROOF TRUSS 5 1 SAN MARCO PROPERTIES-DUPLEX P328916 GRANGER TRUSS 2.100 s MTek Industries,Inc. Wed Dec 08 11:00:19 1993 Page 1 11-4 632 1 12-11-13 � 19-6.0 I 1-4.0 6.32 62-11 663 2x4 D 5x8 C M 6.000 3x4 O B M �S A G F E 3x4 3x4 5x8 3x4 3.8.0 3.9412 11-62 l 136-0 12 f'o 3-60 0-1-12 7-8.6 7-11-14 0-0-0 Plate Offsets(Left,Top): CA.0,3.0,F:4.0,2.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.06 A 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(L) 0.12 F/E 999 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.01 E Na BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:102(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND*Except* TOP CHORD Sheathed D-E 2 X 4 SYP No.3 BOT CHORD A-G:6-3-0,F-G:6-3-0, BOT CHORD 2 X 4 SYP No.2ND'Except' E-F:6-3-0. A-F 2 X 4 SYP No.1 WEBS 1 Row at midpt C-E WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) G=1256/0-3-8,E=662/0-3-8 Max Horz G=857(load case 3) Max Uplift G=-932(load case 3),E=-594(load case 3) FORCES TOP CHORD A-13=842,B-C=-395,C-D=-O,D-E=-238 BOT CHORD E-17=343,F-G=197,A-G=-751 WEBS B-G=-1483,B-F=189,C-F=51,C-E=-487 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC O 8 L A WARNING-V.Wy dsstyn panamstsrs and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ��.. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Rate Institute,583 D'Onofrlo Drive,Madison,WI 53719. M Job Truss Truss Type City Ply M10-845R T03 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328917 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:00:41 1993 Pagq 1 11-4.4 6.65 12-62 t 18-6.0 1¢fi-,0 1-4-0 665 5-11-14 5.11-14 1-0-0 4ti8 2x 4 E F 2x4 3x4 D C 6.000F1_2 3x4 a B M r �T CS A J I H G 3x4 2x4 3x4 3),5 3x4 665 12-62 l 19.60 19to 665 511-14 611-14 0.0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.09 J 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) 0.11 J/H 999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 G n/a 9 BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:114(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND*Except* TOP CHORD Sheathed F-G 2 X 4 SYP No.3 BOT CHORD H-1:5-6-0,G-1-1:6-3-0, BOT CHORD 2 X 4 SYP No.2ND A-J:5-6-11,145-6-0. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-E,E-G REACTIONS (lbs/size) A=1001/0-3-8,G=903/0-3-8 Max Horz A=820(load case 3) Max Uplift A=421(load case 3),G=-719(load case 3) FORCES TOP CHORD A-B=-1312,B-C=-732,C-D=-632,D-E=-707,E-F=O,F-G=-32 BOT CHORD G-H=74,H-1=1165,I-J=1165,A-J=1165 WEBS B-J=124,B-H=-609,D-H=-444,E-H=1030,E-G=-806 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.sf top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEr. 0 1�3 r ; ►fVD &wA&MNG-V.Vy dssiyn p..t.and READ NOTEs ONTws AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-8g Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onolilo Drive,Madison,WI 53719. Job Truss Truss Type Oty Ply M10-845R T04 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328918 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:01:04 1993 Page 1 &11-14 12-11-11 I 19-60 zfY1a10 1-0-0 511-14 5.11-14 665 1-4-0 Z„4- 4V8 B C 3x4 D 3x4 E 3x4 8.000 12 F to r A K J I H G d 3x4 3x4 3x4 3x4 2x4 3x4 5.5-1 10-611 I 158-4 15-10-019-60 551 51-9 51-9 0-1-12 3-&0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.07 G 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) 0.07 G 999 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.01 H n/a BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:120(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: G-H:6-3-0. WEBS 1 Row at midpt A-C,C-K REACTIONS (lbs/size) A=662/0-3-8,H=1256/0-3-8 Max Horz A=-820(load case 2) Max Uplift A=-571(load case 2),H=-954(load case 2) FORCES TOP CHORD A-B=-32,B-C=O,C-D=-302,D-E=-287,E-F=-387,F-G=823 BOT CHORD G-H=-734,H-1=186,I-J=186,J-0365,A-K=53 WEBS A-C=-580,C-0504,D-0-364,D-J=-81,F-J=223,F-H=-1485 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC 0 81993 AWARNINO-VerVy design parameters and READ NOTES ON TffiS AND REVERSE SIDE EEPORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability at design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type City Py M10-845R T05 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328919 GRANGER TRUSS 2,100 s MiTek Industries,Inc. Wed Dec 08 11:01:28 1993 Page 1 3-0-0 1 8-3-14 13-7-11 1 1360 710-10-p 3-0.0 5-3-14 5-3-14 5-10-5 1-4-0 2x4 4x8 B C 43x4 DE 3x4 8.000 12 V. F co th r A K JI H G 3x4 3x4 3Y4 3y 5-4 2x4 3x4 3.0-0 1 8.310 13-7-11 1 1360 3.0.0 5-3-14 53.14 5-10-5 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) 0.06 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) 0.09 I/H 999 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.03 G n/a BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:116(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: H-1:6-3-0, G-H:6-3-0. WEBS 1 Row at midpt A-C,K-C REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Harz A=-732(load case 2) Max Uplift A=-679(load case 2),G=-462(load case 2) FORCES TOP CHORD A-B=-106,B-C=O,C-D=-296,D-E=-765,E-F=-853,F-G=-1375 BOT CHORD G-H=1220,H-1=1220,1-J=753,J-K=753,A-K=264 WEBS A-C=-813,C-K=599,O-K=-711,0-1=367,F-1=-535,F-H=110 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC 0 81993 ,&WARNING-Vsr{jy design paramstem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.AddIllonal temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 CualBy Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommondatlon available from Truss Plate Institute,583 D'Onolrlo Drive,Madison,VVI 53719. Job Truss Truss Type Oty Ply M10-845R T06 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328920 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:01:50 1993 Page 1 5-0-0 9.7-14 i 14-3.11 1 136-0 30-10-P 5-0.0 4-7-14 4.7-14 5.2-5 1-4-0 2x4 4x8 B C 3K4 3YA DE 2x4 6.000 L t` (h r r V[ O A J I H G 3x4 3,4 3 Y 4 3x4 3x4 5-0.0 11-11-12 1360 5.0.0 611-12 7-64 LOADING(psf) SPACING 2-0-0 CS1 DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) 0.06 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) 0.13 JM 999 BCLL 0.0 Rep Stress Incr YES WS 0.53 Horz(TL) 0.03 G n/a BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:105(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: H-1:6-3-0, G-H:6.3-0,1-16-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Harz A=-644(load case 2) Max Uplift A=-643(load case 2),G=-497(load case 2) FORCES TOP CHORD A-B=-180,B-C=O,C-D=-502,D-E=-1084,E-F=-1160,F-G=-1392 BOTCHORD G-H=1234,H-1=861,I-J=861,A-J=449 WEBS A-C=-810,C-J=544,D-J=-593,D-H=405,F-H=-304 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard U 1993 V A WARNING-Ver{jy design parameters and READ NOTES ON Tffi8 AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the responslblllty of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onoirb Drive,Madison,WI 53719. Job Truss Truss Type City Ply M10-845R T07 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328921 GRANGER TRUSS 2.100 s MTek Industries,Inc. Wed Dec 08 11:02:18 1993 Page 1 7-0.0 I 12-11-12 i 19-6.0 �a10 p 7-40 5.11-12 6.6.4 1-4-0 2x4 48 B C 3x4 D 8.000 12 ch r ti r O M r �I O A H G F E 3x4 31x4 3x¢ 2x4 3x4 7-40 12-11-12 i 19-&0 7-0-0 5.11-12 6.6-4 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.06 F 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) 0.10 H/F 999 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.03 E Na BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:95(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: F-G:6-3-0,E-F:6-3-0, G-H:6-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,E=1001/0-3-8 Max Hoe A=-556(load case 2) Max Uplift A=-612(toad case 2),E=-529(load case 2) FORCES TOP CHORD A-B=-254,B-C=O,C-D=-707,D-E=-1312 BOT CHORD E-F=1165,F-G=1165,G-H=1165,A-H=632 WEBS A-C=-858,C-H=423,D-H=-609,D-F=124 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC o g AWARNING-VsrW dcaign paramstsrs and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Qualify Standard,DSB-89 Bracing Specification,and HIB-91 MITek Industries,Inc. Handling Installinq and Bracing Recommondatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Oty Ply M10-845R T08 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328922 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:02:41 1993 Page 1 r 4-7-12 I 9.0.0 1311-12 I 136-0 0-10 Q 4-7-12 4-4-4 4-11-12 5-6.4 1-4-0 2x4 3x4 4x8 B C D jE 6.000 L2 ch r rn (h r A J I H G F 3x4 3x4 3X4 30 20 30 4-7-12 9.0-0 1311-12 i 19-60 4.7-12 4.4-4 4-11-12 5-6-4 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.07 G 999 M20(20ga) 258/216 TCOL 7.0 Lumber Increase 1.33 BC 0.35 Vert(TL) 0.09 H/G 999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 F n/a BCDL 10.0 Code SSBC Min Length/LL deb=360 Weight:102(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND*Except* TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: H-1:6-3-0, G-H:6-3-0,F-G:6-3-0, 146-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,F=1001/0-3-8 Max Harz A=-467(load case 2) Max Uplift A=-585(load case 2),F=-555(load case 2) FORCES TOP CHORD A-B=-166,B-C=O,C-D=-586,D-E=-910,E-F=-1407 BOT CHORD F-G=1248,G-H=1248,H-1=813,I-J=813,A-J=586 WEBS A-C=-906,C-J=365,D-J=-358,D-H=338,E-H=499,E-G=104 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. ®FX omLOAD CASE(S) Standard "R N/W A WARNING-V-Vy design parameters and READ NOTES ON TffiS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrloation,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-69 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI53719. B Job Truss Truss Type City Pty • M10-845R T09 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328923 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 16:39:27 1993 Page 1 06u0 67-14 12-311 1160 2P:121 0-60 61-14 61-14 68-5 1-40 1x4 B M 5x7 o C 6 000 12 3x4 ' D 00 M O O s � A H G F E 3x4 3x4 3,A- 1x4 3x4 0. x0 67-14 12-311 i 1160 19-60 0-60 61-14 61-14 665 0-0-0 Plate Offsets(Left,Top): C:3.0,3.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.05 F 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) 0.10 H/F 999 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.03 E n/a BCDL 10.0 Code SSBC Min Length/LL deft=360 Weight:101 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: F-G:6-3-0,E-F:6-3-0, G-H:6-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,E=1001/0-3-8 Max Horz A=-857(load case 2) Max Uplift A=-738(load case 2),E=-403(load case 2) FORCES TOP CHORD A-B=-238,B-C=O,C-D=-669,D-E=-1295 BOT CHORD E-F=1151,F-G=1151,G-H=1151,A-H=594 WEBS A-C=-844,C-H=430,D-H=-630,D-F=127 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of ®� dimensions 45 0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1 33,Plate Increase= 1.33 IDEC LOAD CASE(S) Standard A WARNING-VerVy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. ��.. Design valid for use only with Mitek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-68 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installing and Bracing Recommendationavallable from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI53719. Job Truss Truss Type Qty Ply M10-845R T10 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328924 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 16:40:19 1993 Page 1 2-60 { 7-11-14 1 13-5-11 I 19.60 71D-10-p 2-60 5-5-14 5614 60-5 1-4-0 1x4 4x8 B C 3x4 p D 3x4 Cb E 3x4 6.000 L2 F M v 0 z A K J I H G 3x4 3x4 3x4 3x4 1x4 3x4 F 2-60 I 7-11-14 135-11 i 1360 19{x0 2-60 5.5-14 5-5-14 60-5 0-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) 0.06 H 999 M20(20ga) 2581216 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) 0.10 I/H 999 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 G Na BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:117(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: H-1:6-3-0, G-H:6-3-0. WEBS 1 Row at midpt A-C, K-C,K-D REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Horz A=-754(load case 2) Max Uplift A=-689(load case 2),G=-452(load case 2) FORCES TOP CHORD A-B=-87,B-C=O,C-D=-244,D-E=-753,E-F=-844,F-G=-1359 BOT CHORD G-H=1207,H-1=1207,I-J=723,J-K=723,A-K=218 WEBS A-C=-822,C-K=611,D-0-734,D-1=379,F-1=-554,F-H=114 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of O dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 DEC 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard ,&WARNING-Ver(fy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the responslbilrty of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding labrloation,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job Truss Truss Type Qty Pty M10-845R T11 ROOF TRUSS 1 1 SAN MARCO PROPERTIES-DUPLEX P328925 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:03:54 1993 Page 1 4.60 33-14 14-1-11 i 1360 333.10-p r 4-6-0 4-314 4-314 5.4-5 1-4-0 2x4 4x8 B C 3x4 3x4 D E M 2x4 pVIF 8.000 12 i M A J I H G 3x4 3x4 3x4 3x4 3x4 4-6.0 11-8-12 I 1360 1 0 4-60 7-2-12 7-34 0-0-0 LOADING(psf) SPACING 2-" CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.06 H 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) 0.15 H/G 999 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.03 G n/a BCDL 10.0 Code SSBC Min Length/LL dell=360 Weight:106(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND'Except' TOP CHORD Sheathed A-B 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, BOT CHORD 2 X 4 SYP No.2ND or 10-00-00 on center WEBS 2 X 4 SYP No.3 bracing. Except: H-1:6-3-0, G-1-1:6.3-0,146-3-0. WEBS 1 Row at midpt A-C REACTIONS (lbs/size) A=903/0-3-8,G=1001/0-3-8 Max Harz A=-666(load case 2) Max Uplift A=-652(load case 2),G=-489(load rase 2) FORCES TOP CHORD A-B=-161,B-C=O,C-D=-451,D-E=-1060,E-F=-1139,F-G=-1375 BOT CHORD G-H=1219,H-1=830,I-J=830,A-J=403 WEBS A-C=-806,C-J=557,D-J=-014,0-H=421,F-H=-317 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 2)Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard DEC 0 81993 a� AWARwNO-Ver(fp design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Deskjn valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of thebuilding designer.For general guidance regarding labrication,quality control,storage,delivery,erection and bracing,consuB CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onolrlo Drive,Madison,WI$3719. e Job Truss Truss Type Cly tPN M10-845R VJ3 ROOF TRUSS 1 SAN MARCO PROPERTIES-DUPLEX P328927 GRANGER TRUSS 2.100 s MTek Industries,Inc. Wed Dec 08 11:04:27 1993 Page 1 -1-4.0 30-0 r 1+0 340 8.000(12 i C') N CONNECTION(BY OTHERS) 6 r N M o0 O C 3.000r12 A 2x4 340 3-¢0 340 0.40 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) 0.00 B 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 A/C 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL defl=360 Weight:10(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD A-C:6-3-0. REACTIONS (lbs/size) A=226/0-3-8,C=27/0-3-8,B=100/0-3-8 Max Horz A=132(load case 3) Max Uplift A=-136(load case 3),8=-137(load case 3) FORCES TOP CHORD A-13=49 BOT CHORD A-C=-7 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 81993 AWARMNO-Verl fy design parameters and READ NOTES ON THIS AND REVERSE SmE BEFORE USE. ��.. Design valid tot use only with MRek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is lot literal support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibllity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-Ba Quality Standard,DSB-89 Bracing Specification,and HIB-91 MITek Industries,Inc. Handling Installlno and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type City Pty M10-845R VJ5 ROOF TRUSS 6 1 SAN MARCO PROPERTIES-DUPLEX P328928 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:04:52 1993 Page 1 -1-40 I 5-40 I 1-4-0 5-0-0 x3.000 12 CONNECTION(BY OTHERS) d r N N r M C N �I 3.000 12 A 20 5-0-0 5to 5-40 0.0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.00 B 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.33 BC 0.11 Vert(TL) 0.03 A/C 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code SSBC (Matrix) Min Length/LL deft=360 Weight:16(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD A-C:6-3-0. REACTIONS (lbs/size) A=320/0-3-8,C=47/0-3-8,B=174/0-3-8 Max Holz A=220(load case 3) Max Uplift A=-168(load case 3),B=-233(load case 3) FORCES TOP CHORD A-B=-82 BOT CHORD A-C=-11 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard DEC 0 819y3 17 1 � 4 A WARNDYO-V.WV army.pt..and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Deskjn valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Industries,Inc. Handling Installlnq and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type City Ply M10-845R VJ7 ROOF TRUSS 11 1 SAN MARCO PROPERTIES-DUPLEX P328929 GRANGER TRUSS 2.100 s MiTek Industries,Inc. Wed Dec 08 11:05:07 1993 Page 1 l -1-40 F 7-0.0 i 1-4.0 7-0-0 CONNECTION(BY OTHERS) 6.000 12 / (V M / N O r c%1 N C OD co 'I 0 3.000 12 A 2x4 6-IM 7.Or0 6-10.5 41-11 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.00 B 999 M20(20ga) 2581216 TCDL 7.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.13 A/C 643 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B Na BCDL 10.0 Code SSBC (Matrix) Min Length/LL dell=360 Weight:21(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2ND BOT CHORD A-C:6-3-0. REACTIONS (lbs/size) A=41410-3-8,B=248/0-3-8,C=67/0-3-8 Max Horz A=309(load case 3) Max Uplift A=-200(load case 3),B=-330(load case 3) FORCES TOP CHORD A-B=-115 BOT CHORD A-C=-16 NOTES 1)This truss has been designed for the wind loads generated by 110.0 m.p.h.winds at 17.0 feet above ground level,using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 1.33 LOAD CASE(S) Standard IDEC 0 81993 z1�. v AWARNINO-veft d--Ign pasnma*m and READ NOTES ON TRIS AND REVERSE SIDE BEIPORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of buldding designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MITek Industries:,Inc. Handling Installing and Bracing Rocommondation available from Truss Plate Institute,583 D'Onotrlo Drive,Madison,WI 53719.