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Home My WebLink About04120072 Revision Info (2) -~ . -.. 7-00-09 3-03-010 ,. WI '., s~.u B' "/ J.I(10. '''' r e J)(4-== --.J2.7S 6 12 . ]x4:::- 14-07-08 14-01.08 I~I 14-07-0' 14-Q7-0a I 2'-03-00 "" .~ 6 m, Te c, ~I Be I IE UniScar -. Version }9.1.1 RU~ DATE: 4- 5-96 PLATING CONFORMS TO TPI (CROSS AREA "METHOO) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAOGE 5T-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0t INCREASE TENSION 922- 6S1 ILl PER PAIR SHEAR '1'- 472 PLl PER. PAIR eSI SIZE LUMBER 1.1SFS TOP 0.91 2. . 5;1-'2 1710 8TM 0.811 2. . SP-U ~lJO was 0.72 2. , SpA If] "0 REPETITIVE MEMBER STRESS USEe. LATERAL BRACING: TOP CHORD - CONTI~OUS 9TH CHORD - 79 IN. OC TRUSS SPACING 24.0 IN. JT TYPE PLATE SIZE X Y A 2101 ). 00 XIO.40 11. 0 2.7 B )001 5.00 X 5.60 eTR eTR e 2:'01 J. 00 XIO.40 11.0 2.1 D 6071 5.00 X B.OO eTR ).2 E 1010 l. 00 X 4.00 eTR eTR r 1010 l. 00 X 4.CO eTR eTR G 1001 2.00 X 4.00 eTR eTR W 1010 l.OO X 4.00 en eTR I 1010 1. 00 X 4.00 eTR eTR J 1001 2.00 X ..00 eTR eTR LOAD CASE 11 LUMBER STRESS INCREASE: 15.0t LOADING LIVE DEAD (Psrl TOP CHO 20.0 10.0 BTM CHO 0.0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT LBS IN-SX 1170 3 - 8 C 40.0 A REACT LBS 1170 WIOTH Il"~SX J- . LEFT RIGHT HEEL OW - .S. OIN - .S. MEMBER F"ORCE:S ILSS) TOP CHORDS A.G H6l e G.H 400 e H.B 2809 e B-1 2809 e I-J 4043 e J-e 446) e aOTTOM CHO~DS A-r 416"] T roo 1401 T D-E 3401 T E-e 41&3 T WEBS G-r '02 e r-H 56' T H-O ", e D-B 2061 T D- [ ", e I-E .64 T E-J t02 e DL.LL DEFL . 0.'1. IN a-I LL DEFL . 0.40. c BRG-SPAH/J60 Ot.LL HaRZ. 0.52- AT C SPAN/OEfL (CL..LL/ . 414 NOTES: 1. TRUSSES MANUfACTUR~O BY DAVIDSON INDUST~I~S 2. ANALYSIS CONFORMS :0 use (TPI-B5 "1:-:05-911. J. WIND LOADS. USC,1988 EO' TRUSS IS DESIGNED AS A HAIN WIND- FOR'CE RES SYS1 WINO SPEED - 180 l'IPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C occuP~CY CATEGORY ~ 1 4. UNaALANC~D LaAbs CHECKED fUURLN LO FAC ~ 1.0, 0.01 5. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE D~SICN OP TRUSS TO BRC PLATE CONNECTr~N WHICH ALLOWS 0.52 INCHES OP HaRZ. MOVEMEN. JAT JOINT C 5. FASTEN TRUSS TO eRG A rOR 256 Las or 'UPLIFT. WHILE PERMITTING NO UPWAR' MOVEMENT OF WALL OR BRC. 7. FASTEN TRUSS TO: BRei C FOR 256 LSS or UPLIfT. WHILE PERMITTING NO UPWAR: MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATtRAL BRAces MUST BE ltsT~AINED TO PREVENT LATERAL MovEMEW or THE BRACE IF ALL 3~eED MEMBERS BUCKLE IN TH~ SAME DIRECTION. SEE HIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. 2.BOTTOH CHORes WITHOUT SHT'~ OIRECTLr AP?LIED (SUCH AS FILLER AREAS) TO nAVe 10' -0- a.c. CONTINUOUS LATERAL BRACES. 1.ALL rILL~R ANO ~LOCX!~C MEMBERS NOT A PART or THE STRUCTURAL ANALVSIS TO BE PLATED WITH 1.5~ x 4- PLATES MINIMUM. UNLESS NOTED OTHERWISE. 7-00.09 $1 0 )JC.5.&= 4x4= Te I ee' Ie 14-07-08 29-03-00 29-03-00 I :> OniStar -. version J9.1.2 RUN DATE; i- 5-96 PLATING CONFORMS TO TPI (GROSS AREA ME7HOOl VERIFY PLATE VALUES WITH TEE-LOK CORPORATION C~IP BASED ON SYP LUMBER PLATES. 20 GAUCE ST-20 GRrppr~c 515-409 PSI PER PAIR INCLUDES 1S.0' INCREASE TENSION 922- 'Ie PLI PER PAIR SHEAR 838. 472 PLI PER PAIR. CSI SIZE LUMBER 1.15FB TOP 0.70 ,X . Sp.lf2 1720 STM 0.82 ,X . SP.12 1720 was 0.1& lX . Sp.lfJ '"0 EXCEPTIONS; E-B 2X . S~-12 1120 B.D SAME "S E.a REPETITIVE MEMBER STRESS OSED. LATERAL BRACING: TOP CHORD . CONTINUOUS aTM CHORD - CONTINUOUS TRUSS SPACING 24.0 IN. J.T TYPE " 200~ B J010 C 2001 D 1010 E 1010 F 1001 G 1001 Sl 1100 y l.< CTR ,,< CTR C-=R CTR CTR 0.' PLATE 4.00 X 5.00 X 4.00 X 4.00 X 4.00 X 2.00 X 2.00 X l.OO X SIZE 4.00 5.60 4.00 4. 00 4..00 4.00 4.00 S.GO X 5.. CTR ,.. CTR en CTR cn CTR L01l.D CASE "1 LUMBER STRESS INCREASE: 15. Ot LOADING LIVE DEAD (PSFl TO~ eHO 20.0 10.0 BTM CHO 0.0 10.0 TOTAL 20.-0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT 1..8S IN.SX 1170 J. 8 C 40.0 A REACT LBS 1170 wrOTH IN-SX ,- , LEFT RICHT HEEL DIN - UX OIN - <<x MEHBER FORCES ( LaS! TOP CHORes A-F 2022 C F-B 1774 C B-G 1174 C G-C 2022 C BOTTOM CHORDS A-E 1838 T E.Sl - 12u T 51-0 124.4. T D-C 1818 T WEBS F-E '05 C E-' 645 T 8-D .45 T O-G .os C D~.LL OEFL . o.)~- IN F-B LL DEFL . 0.0!,,- . BRG-SPAN/HO SPAN/DEFt fDL...LLJ . '" .'R 6 H-07.08 ,=, 10' ~, NOTES: 1. TRUSSES MANUFAC~URED 9Y - DAVIDSON INDUS:~IES 2. ANALYSIS CONFCRMSITO U8e (TPI~8S So ~CS!.9lJ. 1. WIND LOADS. uac.i988 EOITN TRUSS IS DESIGNED AS A MAIN WIND-FORC~ RES SYSTEM WINO SPEED. BO!MPH MEAN ROOF HE:~HTi. 25' EXPOSURE CAT~GORY . C OCCUPANC1 CAT!CORY . 1 4. UNBALANCtD LOA~S CHECKED (UNBLN LO FAC . 1.10. o.Ol. S. FASTEN TRUSS TO aRG A FOR 24.4. LBS Of UP~IfT. WHILE PERMI~T:~G NO UPWARD MOVEMENT Of ~^L~ OR BRG. 6. FASTEN TRUSS TO BRG C FOR 2SG LBS or UP~IrT. WHILE PERMI~TINC NO UPWARD MOVEMENT OF WALL OR BRG. I FABRICATOR NOTES: I 1.ALL fILLER AND aLOCX!NG MEMBERS NOT A ?ART OF THE STROCTURAL ANALYSIS; TO BE PLATED WITH 1.5- x 4- PLATES MIN!HUM. UNL~SS NOTED OTHERWISE. APR 0 5 1996 ..... 1)l4~ ^ ~~-=. 6 \\ ~!;~ \, '" \ / ,'. ''. (/ ....... 0\,..1" 7.00-09 s '.,.- -- ... a1R -,.,- S Sl 0 Jx5.6= 'x4= ~l 14 -07-01 11-07-08 I~I .., i I :> 29-03 -00 29.0J.OO UniStar .. Ver~ion ]9.1.2 RUN CATg; 4- 5-96 P~ATING CONFORMS TO TfI (GRess AREA METHOD) VERIFY PLATE VAL~ES WITH TEE-LOK CORPORATIOU GRIP BASED ON SYP LUMBER P~ATES - 20 GAUGE 5T-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0t INCREASE TENS:ON '22. 688 PLl PER PAIR SHEAR 138- 472 PLI PER P~IR Norts: I 1. TRUSSES M~VUrACTURED a~ _ DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBe (Tft-as ~ ~Oj.91) . J. WIND LOADS - UBC}1988 ECIT~ TRUSS IS OESIG~ic AS A MAIN WINO-FORC!jRES SY5TE~ WIND SPEED - 80 MPH HEAN ROOF HEIGHT - 25' EXPOSURE CAT~GORY - C OCCUPANCY CATEGOR~ - 1 4, UNBALANCED LOADS CHECKED (UNBLN LO FAC _ 11.0, 0.0). 5. FASTEN TRUSS TO 8RG A FOR 250 Les Or UPLIrT, WHILE PERMITTING NO UPWARC MOVEMENT OF WALL OR BRG. 6. F~STEN TRUSS TO BRG C rOR 256 LBS OF UPLIfT, WHILE PERMITTING NO UPWARC MOVEMENT OF WALL OR BRG. eSI SIZE: LUMBER 1.15F8 TOP 0.70 ,. , SP-1t2 1720 9TM 0.B2 2X , Sp.lf2 1720 was 0.16 2X , sp.'J ..0 EXCEPTIONS: E-a 2X , SP.12 1720 S-O SAME AS E-9 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS 8TM CHORD . CONTINUOUS TRUSS SPACING 24.0 IN. JT TYPE PLATE SIZE X Y . 2001 4.00 X 4.00 5.' J., a JOI0 5.00 X 5.60 eTR eTR e 2001 4.00 X 40.00 5.6' J., 0 1010 4.00 X 4.00 CTR CTR E 1010 4.00 X 4.00 eTR en: f 1001 2.00 X 4.. CO eTR C7R G 1001 2.00 X 4.00 eTR en. 51 1100 1.00 X '5.60 en 0.2 LOAD CASE Itl LUMBER STRESS INCREASE: 15.0t LOADING LrVE DEAD (PSF) TOP eND 20.0 10.0 8TM CHO 0.0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT LBS IN-SX 117Q ). 8 C 40.0 . REACT Las 1170 WIDTH IW-SX J. , LEfT RIGHT HEEL alN . 'sx OIW . 'SX MEMBER FORCES (LBS) rop CHORDS '-f 2022 C f-B 1774 e '-G 1714 e G-e 2022 e BOTTOM CHORDS '-E 18]8 T E~Sl - 1244 T 51.0 . 1244 T D-e 18J. T W&8S foE ,os e E-B "5 T 8-0 ... T O-G '05 e DL+LL OEfL - 0.34- IN F-B LL OErL . O.09~ < BRG-SPAH/J60 SPAN/DEFL (DL~LL) . 999 APR 0 5 1996 ]-04 -01. , Jx4= TC I at 5-04-00 /4 ,~ o ~ sa 5.04-00 5~OO.08 UniS~ar -. Version 19.1.2 RUN DATE: 4- 5-96 P~ATING CONFORMS TO TPI IGROSS AREA METHOD) VERIFY PLATE VALUES WITH TE!-~OK CORPORATION GRIP BASED ON SVP LUMBER PLATES - ,20 GAUGE 5T-20 GRIPPING 515-409 PSI PER PAIR INC~UOES 15.0' INCREASE TENSION 922. 688 PLI PER PAIR SHEAR '3'~ 472 PLI PER PAIR NOTE'S: . I 1. TRUSSES MANUFACTURED BY _ DAVIDSON INDUSTRIgS 2, ANALVSIS CONFORMs1ro use (TPI-as , NOS.;911. J, WINO LOADS. UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WINO-FORCE RES SYSTEM W1ND SPEED. 80 :MPH MEAN Roor HEIGHT '- 25' EXPOSURE CATECORVj . C OCCUPANCY CATEGORY. - 1 UNBALANCED LOADS CHECKED (UN9LN LC FAC . 1.0, O.OJ. ANCHOR TRUSS FOR A rorA~ HORIZONTAL LOAD Of 165 LBS. FASTEN TRUSS TO BRG A FOR 80 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF. WALL OR BRa. 1. FASTEN TRUSS TO BRG C FOR 56 LBS OF UPLIfT, WHILE PERMITTING NO UPWARD MOVEMENT cr WALL OR BRG. CSt SIZE LUMBER 1.lSFB TOP 0',"2 2X . SP.'2 1720 BTH 0.14 2X . SP..l 1720 WBS 0.12 2X . sp.'J ,SO REPETITIVE MEMBER STRESS USED. tA!ERAL BRACINC: TOP CHORD - CONTINUOUS 9TM CHORD - CONTINUOUS TRUSS SPACING 24.0 IN. JT TYPE: PLATE: SIZE x y " "59" 2,00 X 4.00 2.0 1.7 .. . 4212 4. 00 X 4.00 CTR cn C ,. E 4010 1. 00 X . .00 CTR CT. , 4100 1. 00 X , .60 CTR cn .. LOAD CA.SE III lUMBER STRESS INCREASE: 15.0' LOADING LIVE OEAD (P5Fj TOP CHO 20.0 10.0 81M CHO 0 . 0 10. a TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIOTH J~ Las IN-SX 2lJ 1- B C 40.0 A REACT LBS 2ll WIOTH IN-SX ,- , MEMBR CSt P{LBS) HeIST M.2ND TOP CHORDS B.r 0.42 53 T 0 0 BOTTOM CHORDS A-E 0.14 111 T 0 0 WEas A.B 0.12 160 C 0 a B-E III C C-F 80 C E.C 85 T C-F ,. C Dt..tL DEFL .. 0.11- IN B-f LL DEFL . BRG-SPAN/HQ SPAN/DEFL IOL.r..t.) . 47' 2-10-12 12 -r. .<,,: ~;;::: A 2x411 at E Jx4= rei acL 4-00-00 14 Ie o ~ .. 4-00-00 )-08-08 UniStar -- Version 39.1.2 RON DATE: 4- 5-96 PLATING CONFORMS TO TPI (GROSS AREA ~ETHODI VERIFr PLATE VALUES WITH TE~-LO~ CORPORATION GRI~ BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAI~ INCLUDES 15.0\ INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 838- 472 PLt PER PAIR NOTES; I 1. TRUSSES MANUFACTU~~O BY . DAVIDSON INCUSTRI~S 2. ANALYSIS CONFORMS TO UBe (IFI-aS , NCS-~lJ. J. WIND LOADS - UBe,1988 EDITN TRUSS IS DESIGNED IAS A MAIN WINO. FORCE RES SYSTEM WIND SPEED - 80 M'PH MEAN ROOF HEIGHT -: 25' EXPOSURE CATEGORY ~ C OCCUPANCY CATEGORYi - 1 4. ONBA~CEO LOADS CHECKED (UNBLN LO FAC _ 1.0~ 0.0). 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD or 1151 LBS. G. FASTEN TRUSS TO BRC:A FOR 72 Las or UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT Of WALL OR BRG. eSI SIZE LUMBER 1.15r9 rop 0.24 2X . SP-.2 1720 8TM 0.08 2X . SP-.2 1720 WBS 0.09 2X . SF-') ." REPETITIVE MEMBER STRESS USEO. LATERAL 9RAC:NG: TOP CHORD - CONTINUOUS 8TM CHORD - CONTINUOUS TRUSS SP~CING 24.0 IN. JT ty~~ PLATE SIZE X y A 4594 2.00 X 4.00 2.0 1.1 B 4212 4.00 X 4.00 erR er> e E 4010 J. 00 X 4.00 erR erR F 4100 J. 00 X 5.' 0 erR erR LOAD CASE '1 LUMBER STRESS INCREASE; 15.0\ LOADING LIVE DEAD (PSFl TOP CHO 20.0 10.0 81M CHO 0.0 10.0 TOTAL 200 20.0 SUPPORT CRITERIA JT REACT WIDTH JT Las IN-SX 160 ]. 8 E 40.0 A REACT LBS 160 WIOTH IN-SX J- a MEMBR eSI p(LaSI M'ilST MIJ2ND TOP CHOROS B-F Q. :1:4 SlT 0 0 BOTTOM CHORDS A-E o.ca 1l0T 0 0 WEBS A-a 0.09 120 e 0 0 C-F 0.02 " e 0 0 r-e O.OJ 120 C 0 0 B-E 110 e e-F 00 C APR 0 5 1996 DL.LL DEE'[. - o.oP IN B-F LL DEFL < BRG-SPAN/J60 SPAN/DEFL (DL.LL) _ 999 2x411 fi -01-0] Ie 1'...,'" 12 2x41/ [ 7 2 Jx4~ J 1 "I hc5. .= e B1R L:,. E 2X411 L 5x12= A 51 lxlO.o4 = lxS.6= m ~ rc I I Bel I", 10-08-15 15-10-08 17.0] -13 1.2 -05-12 1m, 0' ~, 28-04-04 "" UniStar -~ Version 39.1.2 RU~ DATE: 4- 5-96 CSt SIZE LUMBER TOP 0.49 2X 4 SP-~2 BTM 0.J6 2X 4 sp.l2 was 0.81 2X 4 SP-,) EXCEPTIONS: L-K 2X 4 SP'12 D-S B-A A-J SAME AS L-H REPETITIVE MEMBER STRESS 1.1SF'S 1720 1720 ... CL+LL DEFL - O.l&~ IN 0-51 LL DEFt. 0.02- c BRG-SPAN/)60 SPAN/OEFL IOL+LLl . 999 NOTES: 1. TRUSSES ~~~UFAC7URED 3Y DAVIDSON rNOU5!RI~S 2. ANALYSIS CONFORMS TO uac 'TPr-aS r" NOS-9ll. J. WINO LOADS . use.1988 EO: TRUSS IS DESIGNED AS A MAIN WINO-FORCE RES SYS1 WIND SP~EO - i 80 MPH MEAN ROOF H~IGHT - 25' EXPOSURE CATEGORY - C OCCUPANC~ CATiGORY - 1 4. UNBALANCED LOA9S CHECKED (UNBLN LO rAC - 1.0, a.OI 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD or 108 l 6. FASTEN TRUSS TO BRG L FOR 124 LBS OF 'UPLIFT, WHILE PERMIT7INC NO UPWAR MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO SRG C FOR 9] Las or UPLIfT, WHILE PERMITTING NO UPWAR MOVEMENT or WA~L OR BRG. 8. fASTEN T~USS TO BRG A FOR 296 Las OF UPLIFT, WHILE PERMIT~ING NO UPWAR MOVEMENT OF WALL OR BRG. 1120 PLATING CONfORMS TO TPt (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION CRIP BASED ON SYF LUMBER PLATES - 20 GAUGE 5T-20 GRIPPING 515.409 PSI PER PAIR INCLUDES 15.0\ INCREASE TENSION 922- 68. PLI PER PAIR SHEAR 8]8- 412 PLI PER PAIR USEe. LATERAL BRACING: TOP CHORD - CONTINUOUS 8TM CHORe - CONTINUOUS TRUSS SPACING 24.0 IN. L . REACT LaS 33. WIDTH IN-5X 3 - . Jr TYPE PLATE SIZE X Y . 1070 J. .0 Xl0.40 eTR eTR . 3010 5.00 X 5.60 eTR eTR e 2001 ].00 X 5,60 7.7 3.1 0 1050 1. 00 X 4.00 eTR eTR E 1001 2.00 x: 4.00 eTR eTR , H 10)0 l. 00 X 4.00 erR CTR I 1001 2.00 X 4.00 erR eTR J 1050 l. 00 X ..00 eTR eTR x 4100 2.00 X 4.CO erR eTR L 4010 S',OO X12.00 erR erR 51 1100 J. 00 X 5.60 erR .., LOAn CASE .1 LUMBER STRESS INCREASE, 15.0 t LOADING LIVE DEAD (PSF'J. TOP CHC 20.0 10.0 8TM CHO 0.0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT Las Hl.SX 488 ]- 8 C 1426 ]. e 40.0 LEFT RIGHT HEEL .'N - .sx MEHBR eSI PILaSI MlllST MII2ND rop CHORDS K-H 0.43 54 r . 932 H-a C.44 487 e 25.01 . B-1 C.46 <74 r 0 -2263 I-J 0,49 <" T 226] -2494 J-e 0.4] <" e 2491 0 BOTTOM CHORDS L-O 0 . J6 483 T . -1596 0-51 . . " 143 T 1595 . 51-A . .27 143 T . -1468 A-a: o. 32 ... T 1463 -660 E-e 0 .22 '0' r ... . WEBS L-F 0.05 " e . . F-X O.OEi liB e 0 . L-F 5. e L-H 604 e H-O 20. e O-B ..9 T B-A .57 e A-I 351 e A-J .22 e E-J 126 r FABRICATOR NOTES: 1.JOINT (51 A IS A aEARIN POINT , Musr-FALL DIRECTLY ABOVE BEARING W~LL. APR 0 5 1996 2-ll-C. ~.'" _____ F:]J n .r- !:.: 11 I ~ , ., Jx'\= *l~ 7-10-00 I :;1 -, '" 7-10-00 7-011-08 UniStar .- Version 19.1.2 RUN DATE:: 4- S-H; PLATING CONFORMS TO tPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATtS ~ 20 GAUGE 5T-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0\ INCREASE T~NSION 922- 688 PLI PER PAIR SHEAR 838- 472 PLI PER PAIR NOTES, 1. TRUSSES ~ANUFACTURED ari- , DAVIOSON INDUSTRIES 2. ANALYSIS CONFORMS TO uac (TPI-8S ~ NOS-911. 1 3, WIND LOADS - use, 1988 EDITN TRUSS IS DESIGNED AS A; MAIN WIND. FORCE RES SYSTEM WINO SPEED- 80 MPH MEAN ROOF HEIGHT - 2S' 1 EXPOSURE CATEGORr - c ' OCCUPANC't CA'1'EGCR't - 1 I .. UNBALANCEO LOADS CHEelED (UNBLN LD FAC .. 1.0, 0.0). S. ANCHOR TRUSS FOR A TOTAL. HORIZONTAL LOAD OF 111 LBS. 6. FASTEN TRUSS TO BRG A FOR 7? ~8S or UPLIFT, WHILE PERHI~T:NG NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG 0 FOR IS LBS Or UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT or WALL OR BRG. CS! SIZE LUMBER 1.1St'S TOP O.2t 2X . SP-'2 1720 BTM 0.38 2X . SP-12 1720 WBS 0.15 2X . SP- ID 980 REPETITIVE HEMS ER STRESS USED. LATERAL BRACING: TOP CHORD . CONTINUOUS 8TM CHORD - CONTINUOUS TRUSS SPACING 2..0 IN. JT TYPE PLATE SIZE X y ~ 2001 3.00 X 5.60 7.7 J.1 a 4200 i.oo X 5.60 cn CTR C 4010 3. 00 X 4.00 cn CTR 0 E 1001 , .00 x . .00 CTR CTR LOAD CASE III LUMBER STRESS INCREASE: lS.0t LOADING LIVE DEA.D (PSf') TOP CHO 20.0 10.0 8TM CHO 0 . 0 10. 0 .TOTAL 20.0 20.0 SUPPORT CRITERIA ~T REACT WIDTH JT LBS IN.SX 313 ) - 8 0 40.0 A REACt Las JU WIDTH IN-SX J. . LEfT RIGHT HEEL O!N .SX HEMBl es! P (Las). HeiST MlI2NO TOP CHORDS A-E 0.21 H. e 0 -1241 E-. 0.21 4J e -459 0 BOTTOM CHORDS A-e O. )8 '0' T 0 0 WEBS 0-. 0,03 H e 0 0 E-e '" c CoO '" T 0.. 4l C DL+LL .DEFL . 0.20. IN A-C LL DEfL < aRG-SPAN/3110 SPAN/DEFL (DL.LL) .. 475 APR 0 5 1996 1 12 .r- 2X4':::- :2 ~ 11-15 B1 C ]x4= 8-00-00 J 8-00-00 8-00-00 ~~ UniStar -- Version ]9.1.2 RUN DArE: 4- 5-96 PLATING CO~FaRMS TO TPt (GROSS AREA METHODl VERIFY PLATE VALUES WITH TEE-"O< CORPORATION GRIP BASED ON 5YP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0t INCREASE TENSION 922- 688 PLl PER PAIR SHEAR 8l8- 472 PLl PER PAIR NOTES: I 1. TROSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. J.NAL'iSIS CONFORMS TO I use (TPt-85 " !'fOS-911'. ). WIND LOADS. - use. 19881 EOItN TRUSS IS DESIGNED AS A MAIN WINO-rORCE RES srSTE~ WIND SPEED - 80 ,MPHi MEAN Roor HEIGHt - 2S' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY -11 4. UNBALANCED LOADS CHECKED (UNBLH LO FAC - 1.0, 6.01. 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAO OF 165 Las. .. FASTEN TRUSS TO BRG AI FOR 81 Las OF UPLIFT, WHILE PERMITTING NO UPWA~D HOVEMENT or WALL OR SRG. 7, FASTEN TRUSS TO BRG C, FOR a] LBS OF UPLIFT.I WHILE PERMITTING NO UPWARD MOVEMFNT OF WALL OR BRG. eSl SIZE; LUMBER 1.1SFB TOP 0.18 2. . SP-'2 1120 BrM 0.J6 2X . SP-.2 1120 WBS o.I.) 2. . SF-f] '" REPETITIVE MEMBER STRESS USEO. LATERAL BRACING: TOP CHORO . CON7INUOUS B1M CHORD - CONTINUOUS TRUSS SPACING 24.0 IN. JT TYPE PLATE SIZE . y A 2001 3.00 X 5.60 7.7 J .1 B 4200 2.00 X 4.00 eTR erR C 4593 3.00 . 4.00 2.0 1.5 D 1001 2.00 X 4.00 CTR eTR LOAD CASE '1 LUMBER STRESS INCREASE; 15.0\ LO"DING LIVE DEAD (PSF/ TOP CHD 20.0 10.0 8TM CHD 0.0 10.0 TOTAL 20.020.0 SUPPORT CRITERIA JT REACT WIDTH JT LBS IN-SX 320 J. 8 C 40.0 . REACT LBS J20 WIDTH IN-SX J- B LEFT RIGHT HEEL OIN . 45< MEMBER FORCES (LBS} TOP CHOROS A-D JSS C D-B .. C BOTTOM CHORDS A-e J]7 T WEBS o-c 361 C CoB 11J C ~ DL.LL DEFt . O._18~ IN A-C LL DEFL c BRG-SPAN/JiO Si'J>.N/DEFL tDL".LLI .. 518 APR 0 5 1996 5-11-10 E 4xS.l!i= 1 ~E 7-0J-08 I 14-07~OO 14-07-00 .6= o 4xS.6= 7-0J-08 I ~ I ~ UniStar -- Version 39.1.2 RON OATE: 4. 5-96 PLATI~C CONFORMS TO TPI (GROSS AREA METROD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION CRIP BASED ON Syp LUMBER PLATES . 2n GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0\ INCREASE TENSION '22- 588 PLI PER PAIR SHEAR 8l8- 472 PLI PER PAIR .................. .. 2-PLY TRUSS. ............... cs, TOP 0.15 8TM 0.117 Was O. S4 SIZE LUMBER 2X 4 SP-,2 2X 5 SP.'l 2X " SP-ItJ Fa 1500 1650 ISO LATERAL BRACING: TOP CHORD ~ CONTINUOUS 8TH CHORD ~ CONTINUOUS TRUSS SPACING 24.0 IN. JT TYPE PLATE SI ZE X Y A 2001 4.00 X 5.60 .. . , .. B )010 5.00 X 5.60 CTR .., C 2001 4.00 X 5.60 ... ". 0 1010 4. 00 X 5.60 CTR CTR E 1010 4.00 X 5.60 CTO CTR , 1001 2.00 X 4.00 CTO CTR G 1001 2.00 X 4.00 CTO CTR LOAD CASE U LUMBER STRESS INCREASE: 15.0t LOADING LIVE CEAD (i'LF) TOP CKD 40.0 20.0 BrM CND 272.5.2'2.5 TOTAL 312.5 ]12.5 625.0 SUPPORT CRITERIA JT REACT WIDTR JT Las IN-SX 4557 3 - B C A REACT LBS 4557 WIDTH IN.SX J- 8 LErT RIGHT KEEL UN - 10SX UN- lOSX MEMBER FORCES (LBS) - EACH PLY TOP CHORDS A-F 25-1' C '-B 2482 C 8-0 2482 C G-C 2524 C BOTTOM CHORCS A.o 20B T E-O 1)84 T O-C 2019 T WEBS '-0 91 C E-B 15511 T B-O 1559 T O-G 91 C Cr...Lr.. DEn. . 0.09. IN D-C LL DEfL - 0.04" < BRC-SPAN/l60 SPAN/DErL (CL.LL) _ 999 NOTES: 1. TRUSSES MANUFACTURED BY _ DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS ITO UBe ITPI-8S ~ NOS.'ll . 1. WIND LOADS - UBe.19SS EDITN TRUSS IS DESIGNED AS A MAIN WINO-rORCE RES SYSTEM W!NOSPEED. 80 MPH MEAN Roor HEIGHT - 25' EXPOSURE CATEGORY - C OCCUP~CY CATEGORY - 1 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. s. FASTEN TRUSS TO BRG A FORll02 Las OF UPLIrT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. G. FASTEN TRUSS TO BRG C rOR1102 Las OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. GIRDER CONOITION: COMMON GIRDER TYPE. TIE.IN TRUSSES ON BTH CHD WITH SPAN OF 2'.250 tt. .. USE PROPERLY RATED HANGERS FOR LOADS FRAMING INTO R TRUSS. 9. 2 COMPLETE TRUSSES REQUIRED. PASTEN TRUSSES TOGETHER wi lOd NAILS AS EACH LAYER IS APPLIED, STAGGERED AS FOLLOWS MEMBER ROWS SPACING(IN) TOP CHO 1 12.0 8TH CHD 2 9.5 WEBS 1 12.0 PLUS CLUSTERS Of NAILS SHOWN. PLATts ARE FOR EACH PLY APR 0 5 1996 ., -I I I I I I , :"".,. Q c 2:C4'1 2- 0' -10 12 .r- ~~ 6-08-00 6-08-00 6-08-00 ::> UniStar -- Version )9.1.2 RUN DATE: 4- 5-96 CSI 1'01' 0.60 aTM 0.20 was 0.07 REPETITIVE SIZE LUMBER 2X 4 5P-..2 2X 4 51'-'2 2X 4 SP-ID MEMBER STRESS 1.15FB 1720 1720 98' USED. PLATING CONFORMS TO TP1 (GROSS AREA METHODl VERIFY PLATE VALVES WITH TEE-LOK CORPORATION GRI~ SASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0\ INCREASE TENSION 922- 688 'PLI PER PAIR SHEAR 838- 472 I'Ll PER PAIR LATERAL BRACING; TOP CHORO ~ CONTINUOUS 8TM CHORD - CONTINUOUS TRUSS SPACING 24.0 IN. or A B C TYPE 2001 4200 4594 PLATt 3.00 X 2.00 X 2.00 X SlZE 5.60 4.00 .4.00 X 7.7 CTR 2.0 y 3.1 cn 1.7 NOTES: 1. TRUSSES MANUFAC7URED BY _ DAVIDSON INDUSTRIES 2. ~ALYSIS c~NroRMslTo uac (TPI-eS .. :"lD5~91). J. WINO LOADS. uac.i9s! EDITH TRUSS IS DESIGNED AS A MAIN ~INO'~ORC~ RES SYSTE~ WINO SPEeD - 80 MPH MEAN ROOF HLIGHT - 25' EXPOSURE CATEGOR~ . C OCCUPANCY CATEGORY . 1 4. UNBALANCED LOADS CHECKED (UNBLN La FA.C . 1.0. 0.0). S. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAC OF IJ8 LSS. 6. FASTEN TRUSS TO 8RG A FOR 10 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT Of WALL OR 9RG. 1. FASTEN TRUSS TO aRC c. FOR 6' Las or UPLIFT, WHILE PE:RMITTI:"lC NO UPWARD MOVEMENT OF WALL OR BRC. LOAD CASE "L LUMBER STRESS INCREASE: 15.0' LOADING LIVE DEAD {PSF'l TOP eHO 20.0 10.0 8TM eHO 0.0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT LBS IN- Sl( 266 J- II C "'0.0 A REACT CBS 2" WIDTH IN.SX J- . LEFT RIGHT HEEL aIN . 4SX MEMBER FORCES (CBS) TOP CHORDS A-B 71 C BOTTOM CKOROS A-C " C WEBS CoB 20' C DL.LL DEFL . O.27~ IN A-S LL DEFL < 8RG.SP~/)60 SPAN/DEFL (OL.LLl . 29l. 1996 fib M/IHOME~ 8465 Keyslone Crossir - Suile 1, IndianapOlis, Indiana <62' (317) 254.0J: HALLHAnK, IL\LLHA RK REGENCY (; SHOh'CASE SEr, H:S STANn^no IiFJlTING MID COOLING SPecr FICAT WNS TII" IIc~ting Subcontractor und"cstands that the IIV,\C System and bas" p,ic" is based up Oil our All Electcic standard house specifications, (including the de signatcd standacd foundation type), "hich 1';11 include ~-J5 c<.:ilin'J insul~tion. R-13 \-,',)11s ,.,itfl insulated sheathing, and R-ll four foat drape on the basement walls, ~ir infiltr~tion p~ckage and thermally broken windows. TJle Jle~ting Subcontractor agrees that his base price includes ~I' electric flJrn~ce and 11CJt pump of tile spccifip-i sizes, all necessary du.twork rc~uired fo: ceil- lnlJ.'i of dllY and elll heights uod supply rUns to all \..a,lk-in clv:~I":t:j 011 olJtsidl! 1,'al1:..;, l'I.!'.Jisc(!Lo:,; ~nd 910fll!?.';, (inclurtin'l indi'Jidu.:Jl retul:n ,'it: d\J<":l':; in tlll~ 11.111.,,,,,,< /lcy""cy and Sholo'cas" Saries ",od"ls only), dcyer V"'ltln,J. teC1pol-dCY thcn:lostats during \linter months, the covering of all duct ol)l~ninl]s to cli- ",il1,1I.e the infiltration of delHi. during con.tn!ction, bath ton v<':I1Lin<) cli,-""tl, to the outsid" "ith seperate loIall COver or roof lou"er, furnJc~" set during rough-in stage as required, non-insulated duct "'or"t in all non-conditioned arca. inCluding cc.,d s['ace, d.",p"cs on all s"!,['ly runs, 10101 v'dr:."),, loIiring, oJ11 1"(!fi\lj!:l~d p~r,..,it~, liccn':;,.!~ und f.c~"'i. priCt:: ~H'oteclion thl"IJll,/JI .Ill :;p~lc<":lj'.'11 sl1eet:; r~ccil/cd b, Deccmber 31, 1989 clnd year l"ound, 2-1 hour, CI;l<.!J.:Cjcnc/, S~tVlC';e thro~9hout the w~rr~n~y peritd. All lIor.< shall b" installed per the like r.'Ii!nnl!r, in strict cOr.\pliance [c(julations and ordin.3nccs so as diffcn~nce on heating and a 20' of tile t:"lo~el ho;nes inClUding the lI!I nC\J (uenace (ilter at the end of of one (1) 'tcar 0.., all parts and One (I) ycar 0;"\ the fuene-ce. Heating Subcontractor's layout, in a ~ork~an ,,,ith any and all applicabln COdC5, rule_'i, to provide clnd gua["antce a 75- tCf":"lpcratuct! tef":"lperature diffe+ence. on cooling for each balancing oE the" system, the Jnsulation of the const["uction ~eriod and ~ millimun :~drr~nly lahor, fi....e (S) YCJ,cs on tl.,~ cOm!:l"CSSOr .!nd f1h Mil HOMI HALLMARK, HALLMARK REGENCY & SHOWCASE SERIES 8'65 KeYSlone Cro: Suill Indianapolis, Indiana ~ (317)25.1. SPEClrIC PLUHBING SPECIrICATIONS 1. All soil lines, stacks and vents.shall be PYC Plastic witl) J" risers ' to the 2nd floor C. I. 2. furnish and install plastic laundry box (dryer venting by others). J. furnish and install 2~ floor drain to sump pump (delete and issue credit if not applicable). 4. Furnish and install 2~~ anti-freeze sillcocks. 5. furnish and install 1 Zoeller #53 Sump Pump (pit by others, with with sU~p line stubbed J' beyond foundation (delete and issue crecit if not a~plicable. ~. Provide any nnd all plumbing 'Work for elect.ric furnace, heat pUl'ilp d~d electric water heater. 7. Provide ruugh-in and prepare lor hook-up of 1 icemaker. B. furnish and instal13" radon Vent fro," basement, stub to attic & c~p. 9. furnish dnc install ~dter heater venting to furnace flue installed h'lotncrs. 10. Install dish~ashcr hoo~ up only. 11. All bac<fill. lav tops, ~ish~asher and dryer vents to be inst.lled by o:'hers. FIXTURES 1. Tub-Americ:1o Standard 5' steel (colored) or equal ....ith l'loen Chateau fixtur?s ~nd trim. 2. ~.ter Closet,-Gerber ~71-212 Elongated Closet Combination Color or equal. 3. Lav Trim-LaQ tops b! others .....ith Hoen Chateau fixtures anJ t;;im. 4. J(ltchen Sink-Elkay O!il-3312 D.C. Stainless Steel Sink ~ith Hoen Chat.au fixtures, trim and sprayer. s. Shower Base-J6" x J6"'or designated Size) molded stone sho'.oler base with ,.Iceo Chateau ti>ctures and trim. 6. Ois!losal_ ~191 Hhirld\ldY Disposal or equal. 7. Hot"ater Heater-A.c. ~"ith 52 gallon electric: h~t ,,~.." h_q HALLHARK, "ALLHARK REGENCY, SHOWCASE SERIES '~ t1h Mil HaMI I B465 Ke'YSlone c{O~ Suilf Indianapol{s, Indiana 4 I (317) 254.' STANDARD PLUHBING SPECIFICATIONS , GENERAL SPECIfICATIONS: 1. All required pecr:lits, tees, licenses, etc. shall. Plu~bing Contractor and'shall be included in his I be obtained by the base bid price. 2. All work shall comply with any and all applicable local, state and national codes, regulations, rules and ordinances. J. All open ends of pipes and drains shall be tempore~ily se~ledto prevent infiltration of construction debris. 4. 4" PVC Soil Line shall be stubbed to to sewer line installed by others. , 31 beyond Cyundation oc connected , 5. All ~ater supply lines shall be Copper with 3/4" water line stubbed JI beyond foundation or connected to ~ater service line installed by others. 6. All base bid prices shall be based upon the designated 'standard All Electric house ,plan (excluding any options and/or e~tras) including llle 5tdlldd:d tOllndation lyp~ for each specific plan. 7. The nu~ber of fi~tures and/or appurtenance may vary aCCQcding to e^~h standard house plans (exclud-in.9...,?ption). The Plumbi~9 Subcontractor ~drrant~ that his base bid price. includes all fixtures an~/or -~ppur- tentnces"required for a cOQple~e jOb of ~lumbing" for eact\ standard house plan. 8. The Plu~bing Subcu~tractor shall keep the jOb site clear of all related (lcb=~s in designJtcd area ~nd l>coom s~eep I\ousc as may be cecluired. 9. Base bid prices shall include a minimall year warranty on all work- manship, parts and labor. IOU \fit ~ .....~l" \.1 0110' Cl~'"t"lt: 1 ",~" tH~ "00.. ',L'~ Ii ~H fLl)':o..CH'lll7l'ii 'l'l!1CH f- LUell'" . \':'!I'!\ II.l~ r ~":~~Il . l'Ol\' 1/"OllS 1\011\' ill f3~ gJ M/g'g-{JOJME~ 1l<65 KeYSldne Cross I, Sulle l' Indic:n.i!polis. lndizna <52J (317) 254.03: 1'.'-,-LHArv:.' 1,)1..Lli,\Rj( REGEI;CY G SI!O:,C^SE SERIES S'j'.l.tlDA~D (!\1..L EJ.rcrnrC) EI,ECrRICAL InnING SPECIFIOTI01IS 200 ;.;..') Service .... 220'/ ;."urnl.ce CL:clIit 220'} :\j(' Condi:.ionin'] Ci:-c:uil .- 220V ~<n~. Circuit 220V.D:)'ec Circ~i~ 220V IJl!~er Ji~l.ter Cir"cui::. '.. lID') 1I1rino io~ Su~p Pl!r.'\9 110~ Circuit fo! 11~she~ '110~ Ci!cuit fC4 Disposal 110V Ci:cuit lor Dish~!sher 11~~ Circuit fa: ~ln~e Head 110y G?! ?rot~c~ion ?~! Code ",'e.!tnt!rproo: ~~co!p:z.clcs-?e~" P.l~.n S;-;-,o.'~e D~ctors-?l.! '~!~i1 ,f. Code Et:n r~os-?er ?!lil . n!~i'I/tln !..igh~ CO::1binz.tio:l-Per Plan ?o:ce!ti., 7y?~ ?.i~tu!"C!s-?er Plan 1 Chi",. ] ?l.le?~c~~ ?=t~ires ~i~~ jec~s J Ctble 7e!e~ision Pc~~'i~es 110V" :1ccc?~t.c!o! .:.o~ C!.rls.e Door O!Jl!r.e~ J z r. d .; -1': t J 5 '.J i ~ c:, e s - ? e r. ? 1 ~ n .~l!c(:.5.5eLl !.i9:~~.5 (',/ith 7:.in G !.~;7l?!>}-Pc;- ?1~:) Jns~l!ll~io;1 cf !..igh~ tj':<turcs-Pcr ?1~n O~e~jn~s-?er ?l~n 110V I';.i r i i1!7 f 0 ~ ? ~ cd 1 e' I ~ n -? e r PI z n 110'1 I':iring to~ .nd ins:.ll,,:io,~ of (1) Y.rd Post Light-Per t-:ousc ),!1 ~!Ec~:ic.!l :lrr.1i~s, !..icei1ses Glees Il1.P01lT)':;-;- /;o'n:: 't:~.~ ~!l!c~cir.~~ Subcontcl:ctor ur.cJcl'stc:,uls thi:'t in .'iO::".C i"s::~nce~. the \.I1rir,g dilg!'li:'1 .5:-.C'..;" 0;1 v~c.ious r.,odel ?l~ns r.I~y be. ir.cor.lplctc, ir.ipropc!'"ly locJted l.,djor no:' in co::.p1 il:r,cC!. \-/.ith local codes ~s .5or..c are currently be.:..nC] enforced. ir.e L:le,ct~l.cal Subcon::r~cto1- 19rccs thc'lt the \.Jlring included in his base price ',Ji.11 CO:7.?l::, \Ji::.h (:11 l:p;tlicl!:blc codes and the intent of \.drinfJ s"o....n on r.lode! pl~:1s &l.nd \lill p:-ovicc; au:: l!or.\cb\Jyer '..,lith clcctrlctl opcninl)~ (.i. c,: S'-Iltchcl, Outlc:s tnd i!l-l otr.cc devices) \Jh.ich [unction cocccct.1y ~ntl ':L'C pcopcrl'l located. ,. Including hign vol:tgc vi~ing frc~ the cxterio~ ~all to the condensoc(including e~tcrio~ disconnec~). '; ./ '. . (a.\)~!n:(i"~l\";~:l c.::~), (l !l::-J.;: 1.'1\\:;', '\ ;~.l'.:.) -,l' jJ.lll ~ ~:,ii. (le.I;" . C iH"Qi":L'I.'! (I(H, S. C,.l.iOH", ' Y'~),yru L j L.'.'LJ ~: ~ ; l\D:,'d,.OI: i. I."): ,....... '. . ',:-'~ " ,.~ . 6 _ ....".....'.,..;..';..,.._'. '._~J,.. :' :..."~: t ' .': . - --:........1.... " .:.,.: ;-. ROUGH FRAHIHG SPECIFICATIONS This document defines both HII Schottenstein Homes, Inc. and the framing subcontractor's responsibilities in the framing phase of const~ction. It is intended as a guideline that will define H/l Schottenstein Homes, Inc. standard of quality and professlonalism. The framing subcontractor's work will not be considered complete until all specifications here-in contained are fully met. GENERAL SPECIFICATIONS HII Schottenstein Homes, Inc. Responsibilities, 1. Provide subcontractor with an accessible backfilled foundation ready to frame on. 2. Provide a complete set of blue prints indicating any options, changes. rough opening sizes and any other pertinent information. J. Provide all framing material required (excluding nails) through a local supplier. ~. Provide electrical power within 150' of foundation. 5. HII Homes' supervisor will check wltl1 frame carpenter at least. once a day to answer questions or interpret prints, and get mat.erial silo rr.agc 1 i 5 1:. Subcontractor Responsib1lit.ies, 1. All work to be done per est.ablished bid price, established option price or "extra work order" including scope and price of extra work issued and approved by supervisor. o All options and extras to be invoiced separately from standard bid. 3. All labor, tools and equipment required to be provided by subcontractor. 4. All work to comply with the following framing specif1cations. 5. Subcontractor is responsible for protecting materials during the framing phase. 6. Costs for losses incurred due to subcontractor neglect., misuse or irresponsibility will be deducted from bid. 7. Subcontractor will return to do supervisor's correct.ion completion punchout. checklist at. supervisor's request. fRAMING SPECIFICATIONS Foundation 1. 2. Check foundation for correct dimensions, square and level. Install all beams level and straight (string side to side and front. to rear). Shimming in beam St.anchion posts adjustable base flange. systems 1. Sill sealer will be installed at all locations indicated on attached drawing. 3. ~ . pockets to be done with steel shims. to be installed plumb on solid bearing down and top tabs tightly wrapped around w1 t.h beam Floor Basement 1. exterior 1. 5. 6. 7. B. 9. 10. 11. 12. 2. Sill plates to be treated material, installed SIB" inside foundation to allow for insulated sheathing, with foundation straps properly secured. Install joist system per prOvided layout. All joists to be crowned up With excessive crowns (3IB") thrown out or used for blocking, All joists to be toe-nailed into sill plates and beam plate with (3) Bd nails at each end and laps nailed. Bridging to be installed (properly separated where crossed) Wlth (4) nails each and kept above bottom of joists, , Solid blOCking to be installed above all bearing paints (beams or bearing walls) except where cantilevered over. i Subfloor adhesive to be applied at the rate of (1) 32 oz. tube per two sheets of Subfloor. I Subtloor to be glued with both surfaces clean and nailed per nailing schedule one sheet at a time, II All joints, both T&G and butt, to be glued. Butt joints to be blocked from below. 3. ~ . 5. 6. 7. 8. 9. 10. 2. 3. Stairs Haximum rise to be B-l/~". diagram) . Install treads with (3) 16d nails per side through stringer, : Install stairs With (3) 16d nails per side through stringer:into !loor system. If stairwell has sidewalls, nail stringer into each stud with 7/16" shim between from underside of stairs. Minimum headroom from top of stringer to any obstruction .is 6'-8". Check treads for level. StaIrs to be hung from floor system with (4) 2X4'S in winter (if no basement floor). Install (2) 2x4's per side of basement stairs withOUt sidewalls, one at bottom and one apprOXimately 4' back from handrail.mounting. Hinimum effective tread to be 9'" (see , 4. 5. 6. 7. 8. 2. Walls All exterior walls to be studded 16" O.C. With dOuble top plate (all 2 story houses with walkout basements to be 12" O.C.). Headers to be size indicated on print or cha'.r;t, with solid 1/2" plywood in middle. All walls to be square and plumb. All exterior walls to have diagonal wind braCing installed at corners or t-ply if window Or door openings are too close to corner. Sight all studs and put bows the same way. Exterior wall corners to be 3 stud as diagram. Window rough openings to be per Supervisor's direction. All sheathing to be installed with cap nails at perimeter 12" O.C. (stapling permitted in field only). All sheathing vertical butt joints to break on studs. All sheathing joints or breaks to be taped. Holes. are to be filled and taped, Fireplace openings per detail. Garage door openings to be correct size, square and per detail. 3. 4. 2 13. A continuous bead of qlue to be applied at all bottom plates t, sub floor. Windows and 1. Roof Interior 1. 2. 3. 4. 5. 6. 7. B. Stal rs 1. 2. 3. 4. Doors All windows to be set per manufacturer's instructions. plumb and square ..ith exterior nailing flange taped. All wood ..indows to have 112" inside revealed tor drywall. All doors to have aluminum flashing underneath. All doors to be set plumb, with a 112" reveal to inside for drywall, shimmed at 3 places on each side jamb and nailed with 16d galvanized casing nail~. and install long screws provided for top hinge. Doors shall be checked for square by Checking for even margin between door and jambs along top and sides. . On aluminum windows, sills to be set in glue with 1-1/2" projecting into room. l'!indow side of sill to be stuffed ..ith sill sealer before installation. 5. 6. System 1. 2. 3. 4. 5. 6. 7. Set trusses per tl~SS layout. All tru~s~s and rafters to be nailed per ~ailing schedul~. GaIJle end.' and trusses to be braced ,per the manutactur~r's instructions. Install Ix. catwalk above ceiling Joist full length of roof system. Roof sheathing to be installed with H-clips (1 pel' e,1ch bay/. Root decking to have a 1-1/2" to 2" ga~ at peak tor ridge Vent. Truss taLls to be aligned and straightened before 1>:6 subfascia is Installed. c;:6 blockln" 15 l'e<Juired betli.en studs ar. roof lines r." allOll fOL' Installation of step flashlng. Blocklng is required ber.ween studs at cellina lines of car.hedral and vaulted ceiling for fireblocking. 8. 9. Walls All interior wall studs to be 16" O.C. and stacked over and under floor Joists ..here POSSIble. Sight studs and put bows the same way. . Install (3) flat cross blocks between exterior ,,,ill SCUds where interior walls intersect Isee detail). Install 2'4 flar. hlocking betlieen trusses every 21" OVer lntenor partitlons (see detail/. Door headers on non-load bearin", walls can 2X4. Door headers on load bearing walls to be 2x6. Hedicine cabinet rough-in to be 14" wide and 18" hi"h. Top of rou",h-ln to be 72" AFT and rough-in to be no closer than )" from inside corner. Bottom plate of jOlsts are to be are r.o be nai led interior walls that run perpendicular to naIled into joists only. Walls parallel to into 2X4 flat blocking undp.r subtIoor every floor joist. 24" . Set stairs with treads level. 3 Chris Channell. PE AD.oarch and OeDlgn 3 Eaolon Oval. SullO 220 COlumb.... Oh 43219 PhOl1.~ 614.418.8086 FuN 614-411\.8373 'I'D: Fro..., Fax: ......: 3 Phoner . Oste. 2f6I'2002 ft.: Discon~nueus Sill Plale Detail cc: , . o U'1IlIn' X Far Your USII 0 PIIIII8. Comment 0 PI_ Iteply o Pl.... Rac::yc:I. Dave: Please find attached two delalls for the discontinuous sill plate condnlen. These details provide for load transfer across a break In the sill plate. Aocordlng 10 the 2000 Indiana RealdenliaJ Code, Section R403.1.6 requirea W' diam8ler anchor bolls wllhin 12" of 88ch break in the sill plate secUon. This stipulation Is so thaI shear wall forces and uplill reslstanoe oan be controlled. I have dealgned Ihe new detaJls 80 thalth. sill plale connectors Win adequately transf.r bo1h shear wall forces and uplift across the sill plate as required so that the "shear waJr section can aol together dispersing the loads 10 the typical anchor 0011II or manufactured 11/1 conneclors. If you have any quesllons or oomments please feel free Ie contaol me. Chrls Channell NAIL RDJRCENT END STUDS LN PRE-FABRICATED WALL PANEL CONST~UCTION WITH l6d NAILS AT 6" a.c. STAGGERED. TYPICAL RT ALL DISCONTINUOUS SILL PLRTE SECTIONS. 2x STUD WALL, TYPICAL 2x SILL PLATE PROVIDE 1 l/",<"d2"x18 GA. STEEL PLATE WI HOd NAILS EACH END OF PLATE (TOTAL 6 NAILS) AT EACH BREAK IN SILL PLATE SECTION. PLATE TO BE INSTALLED ON INTERIOR AND EXTERIOR FACE OF SILL PLATE. NAIL HOLES TO BE PRE -DRILLED. (SIMPSON CS1B COILED STRAP CUT TO LENGTH IS ACCEPTABLE). DrSCONTINJOUS SILL PLATE SECTION DISCONTINUOUS SILL PLRTE DETRIL 3/4"=1'-0" PRE-FABRICRTED WRLL PRNEL CONSTRUCTIO~ Mil SCHOTTENSTEIN HOMES, INC RESEARCH & DESIGN DEPT. DATE: _ 3 EASTON OVAL, SUITE 220 COLUMBUS, OHIO 43219 I . ---....... ......... I:.IU t:J.::: k::.l 2)( STUD \.IALL TYPICAL COMMON WALL STUD OVER BREAK IN SILL PLATE. WALL SHEATHING EDGE NOT TO OCCUR RT THIS POINT. 2)( SILL PLATE PROVIDE 1 1/+")(12")(16 GA. STEEL PLATE W/ 3-10d NAILS EACH END OF PLATE (TOTAL 6 NAILS) AT ERCH BREAK IN SILL PLATE SECTION. PLATE TO BE INSTALLED ON INTERIOR AND EXTERIOR FACE OF SILL PLATE. NAIL HOLES TO BE PRE -DRILLED. (SIMPSON CS16 COILED STI~AP CUT TO LENGTH IS ACCEPTABLE). DISCONTINUOUS SILL PLATE SECTION DISCONTINUOUS SILL PLRTE 3/4-"=1'-0" CONVENTIONAL WALL FRAMING CONSTRUCTION MIl SCHOTTENSTEIN HOMES, INC RESEARCH & DESIGN DEPT. DATE: 2.-6 _() Z 3 EASTON OVAL, SUITE 220 DESIGNER: COLUMBUS, OHIO 43219 LOCATION: J#OMHAp/liJ$. J,N Mil HOMES !ND!~;A?OLIS DIVIS!Orl ST"'-'D""D I1;SUL"'TlON S?SCIF"IC"'TlONS - ~O:~T:O~ ~~~ ~!SC~!?T:O~ ~~S~~~:0S ~^~~S- ~1. ~~fece~ fi~e~92ess b~~ts covere~ vith 2 ~il yis~~ee~ VZ?c= ba:=ie= ~' do.~ O~ ~ll outside base~e~t ~:z:115 (e.xc.!.\J~i;j9 sa:ese). C?.).\\~ S?l,C::: ,",'.l..!.!.S- i:1 ~hosa models in ""'hie:, a f'ull. Crz....l Sp~ee (:eS) is :::e s:~~~~:~ !c'.:"~a:io" t~';:>e. 6~' y.ra!t !~ced batt. in !loc~ j~ists with 3~. k:e~~ faced betts ~riction fitted i~- to c=!~l 5?~Ce jois~ e;j~s. ::1 ':.~c!e ~oc!e!! i~ '.;~.:.ch l! C=e'Wl S?ece ....ith !'a:-tial Sese..":1ent (erEl) :5 ~~e s,;a;H~Z:'C ;o\.::-,c!':ion ty?el J:,- \';:;!ac:ed fibe:glass ~a':ts eye:- 2 rr.:.l v:s~~ee~ ~a==ier c:-aped de"'":1 "'a11 o,,;t onto sravel ..:.th ~,. y.=e!~ faced ~a~ts f=iction fitted into c~l!yl s~ace ~~i!,: e~cs. !XT!:='!C.~ ~').-L!.S- ~,' '.::;~.:ced !i.be:gl~ss ~at~s cove:ed ....ith 2 ;,:"i1 \'::s~..:ee:J \':?c= ~a=='::'e:" 0:1 ~ll ex-:.e:,:,o: ....~l~s. S~?~~~~:~~ ~~~~s- J~' K~~~~ :~ced ~'::'~e=gl~ss ~s~~s O~ all .. ~..!11s ~e;:..a=a:i.:;5' ~:....:se .!.:"ld S~=~;e. c..1.:v..CZ C2:!.1t~CS. C;':-1::::',':::RS :._~~ O"':::::t.1..:_~..:"GS_ 6~' :l(~!ft f!ce~ !ibe~~~a~s ba::s C~ ;~=a;e cei:i~gs. ca~:i:eve~s a~d cve=- ~~~Ss ~elc~ h~!:ed :ivin; ~:ez_ y:s:::! ~'':..2..!.5- ~~' K~!:: !~ced !i~e=S,l!.ss bz-:'t.s C:1 ~ll r_.,ee '.;all s. JOIST ::::"'::;5 )'2,';) 3!..OCX-CY:S- e~' ,,:'a!: faced ~'ibe=gla~s ~atts O~ .:11 joist e~~s a~d ~lock c!!s. V.1.'.Jt":::::l )S:l C).,'!':-;-!?:::=.)...!. C!:!!.:!!:GS- S~. :':=a~: !.ece:! :i::'e.~9!c!S ~~tts c~ .ell c~~lc_~=:e ce~~i:1g a:eas _it~ ~a!!les ~-:. all :'=-';5$ e~c$. :!.).."I' a:c.,iJ..=!.:: C::!!.!~;GS- ~;Jp::-cxi.m.!tely 12' (.:7 ... bags/1000 S.:.) c! blo...-n :oc:i( ....001 insulation on all tl~t. (blo....~ble) ceili~; l=e~s vi:~ ~~!~le5 a~ ~ll e~Ve$. 7~!~~~~ ?ROT!CTIOS- cO~?le:e ~he:r..al e!ficie~cy se~l~nt ~~Ck!~e i~cludi~g c~~lki~9 ~~d/o= ?olyeu=e~h~ne [O~ sea!~~~ ~, all e:elS l~d co~~~:io~s ~=c~e to !ir !iltr~tio~. "!"hese 3:'.$e r=ices e=e 900t: :'~:"'J Dec;e-"';1':::le: 31, 1589. !NSUL~710N S~gCOST~C~CR !l': :'hT~: . .... - 5~55 Keyslone Crossin" Suile 1<5 Jr'C';cr,c;.cJ:s, Indiana '62-'0 (317) 25~'0335 rl-...;...LUE R-ll ;l-19 ;l-ll ~-11 R-13 ~-1J ~-19 ;\-13 R-"9 ;::-30 R-J5 F -l ;; :.~~':':... : , ~ . -....----- : ..-..-..... " , _. I - " , .' I ---.' ]r- . ------ r '- '----- :/ '"-- '-----.. , . =, , ------- 1 , , " .----.. J , L' ,----- ; ~ .------. I .----.' " ---- ~ F B , l ~~ :....-- ' - , , ---- . . .. -' ~. ;;.- , ~ ------ " .... :-;. ! :::=:-......- .., : ... ---- <;: : t '-..... - ~ .....---. . .. ~ '" ------ ;;; , <.: g ------------ , ~ , ~~ L. -~. '. . !~ , , , ~1~ '- E A E G c H D ALUMINUM SIDING R-19.41 VINYL SIDING R-1 9.26 J ~Ij .. ...-::---.' '! \,:",- .., 't;\ -.'j '-: ~ ----: ::jr-- A. ~ /" i :i :~,'Il-- 3 ';--------fJ' "-',..:-----/,1 I.':"~:'I :. :~. ----- ~ . J -. -, .0--_1',1 I""E:~ 'I ' ,I,,'_____j: d:"'1 ..-" ',' 1')'[:.)--:::::= 1'1; I . .."'-- " '1'.';""_- I" .. 'nl' 1,---::-:- ". ... -----,. or. "'":;""'-..._ I.! "-/-1 " . :/' .:,: =:::::- -=- i'J" 1-._--1 / I.J I . '-..;.~... ..' ,.1 ~ ~hi}~r I~~: ~'. -/?/i A .!:.. '/////" 'l f """"'-/' '. /':../....: .<..../ I ~ ----- -'. 1 B "'/"";:'1 "F-:::::-=P K ,;':~/;k>'I' ~t.~I:=:::::::=H-:':11 c ,"':(//./';",-, ;. ~" ]', : ":;';"'.:' ") ;:1' -' ': !, r'::}~':~J." Itq----- I", D I;:~/'?~':', '1~.) ?-+;11 ~j~jll I!'."" :~">;;.j c!,-..--I' c ;.. c D WOOD SIDING R-19.85 -, BRICK VENEER R-22.01 !::s5ce'S'..::-f:ice :-j)= -.65 3 ,1/2". Gy~;'.!~ BCD!d.. -.45 C ,Poly V DpO~, B nr~i n, - N e gJ. D ?-13 I::,:1btio!l BDits -13.0 :s ,5/8", Fo:! Fnced Foa~ Shenthing -:{.5 Outside Surfnce Film nt 15 MPH Wind G .A.]u!Dinu~ Sidi!l~ -.61 H Vi:!)'] Siding -:.4S J, ' Woo d S::: i !l ~ \ -: 1. 0 5 K 1", Ref!ec:ive Air S;JDCC -:2.77 4" Brick -.14 , .... ~ ~, -:.17 .r, Mil HOMES WALL ASSEMBLY R VALUE ANALYSIS '::l~ 7:::::.0 n"'lO"::J,.., f....................___L..__ A" B C D 9. APPLICATION FOR PERMIT STATE ENERGY CODE COHPLIANC~ ---------------------------- CITY OFFICE: DATE: !:H:!ie::":~:Jol!5 ------------------------------ ----------------- ------------------------------ ------------------------------ ATTNI ----------~------------------- , - BUILDER N..;~E : '~/! S:~ct~e~5:e!n ~c~es. !~C. --------------------------- JOB: E~55 Xe\'sto~e C:d!!!~o. ~!~5 --------------------------- _ _!...:~~i~::e_':j)ji!'_ _I~E~;":-:_!._~!!. -LO___ -------------------- -------------------- -------------------- INSULATJON S?~C!F!CAT!ONS: -------------------------- EXTE,~l OR Wo;LLS HOUSE: 3.;" :=ic:ic~ Fit ::1-13 '.'i:~ 2 :7,il Vi'<:'"~e" U??E~OST C::IL!NGS FL~T HOUS::: ,," R;c;':'.'ool =:C".' :'1-;; WALL 9ETWEEN HOUSE & GA,q;,GE: 3.3' :-::.:t :.co~ ?-13 SLOCi<lNG 8En.:::SN LEVELS: 6.25" :.::~:t :eed ::>.-:9 CAT~:DR~L C::JLINSS: 9 ", . , ;,:t.:- : :tCE:~ ?:-~o SATTED FLC,T C::IL;:-<SS: 9.;' ;'::~:t :.co~ ::;-:;0 c;.:,Rr.G=: C:~LJJ~!GS; s.s" ~:-c:.:...::-C'! =~:'-'.'1 :t-~~ c: ~.~:.' :-::.::.: ~_'Cl (:..!;.~~::-: ~:'..~.-.; ;.=~~) GA,'<.c,G':: EXTERIOi'-.WALLS: 3,;" X:.:: :eeod R-ll CRA:.'L 8LOCKJI-.'G & WALLS: 3.;" ;::~:: :"od :'I-ll ", GROL."'O CRc,wL: ~ ::oil Vis,'""~ SA S ~l~ =:,.....;T ~ L L S & 8 L 0 C:< ! ~:;: 2. 5' ;-:: c: t': C:1 ., - ....:! c: . (S.2 i:) ~ - II 'r-: ~ ! 1 s (~') .:.~. :-::~~t ~-21 ::loc:'<i.~9 INFILT,QAT] ~ P~.:<CAG=:J :c~~,.Sil!cc.-:e " ::.~e=;l!ss : WJND Tl.l"-N:oLS: <<e:, jo~St "ee END WALLS: J.5' :~:e:: ~-l3 SCUTTLE HOLE: 5.5' X:!.!t. .~-30 SQUARE FEET WALL ARE.": SOu:,R:: FEET W1NDCU AREA; ---------- ---------- SIGNED: TITL:: -------------------------- ---------------------------- " B. . . . y.: . :....:1..;...:..,. . . I . '. . . . . . . "1;0;"'. " .I:U.Cplaccs Ought to IVIaIcc Bulldel's' r-I011lCS Sc11l\1orf.Not Cost Mo And Oll~' MDUC Offers AddjtionaJ Comlol' t. . You'U fi"d lhr eOJlor.!ir MIlUC j, all""" J to pay when the Dddrd ."lIJue of ,,~.( e;reu'~lio" ;~ requircd. It hiJ aLIlhe built. in fcarureJ Ind COII.n .,ld"antaSc. of thc MDU with anrllCrivr gr;/le. tI,ar allow room air-now.round dlc fireboll:.:lllC'tltr:; can mean CXtl'l nJCJ. . . . TI'''I'~ why we dCVc:'oped 11,1 Mnu and MDUC li"'I"arCJ...for builders. Our MJ:U.Scrie. firc:I".eCJ '/'''' ~Illhl c1elllclIU rogcl/lrr 10 civc YOII big, cood. I... .I.i"f~ lir.plue. al . eo,t Ilue '""hs thelll e"el/ "'ore ,.'"~ct."c. Now, you can nile the "a1uc.,," your hOnln : ...llo\\'er rhc (011 al dlc IUlle limc, The.,MllU Series Is Desigued to S:ive fCOOl Top to DottolJ1. ErerYlltint; abolie our M.ou '.~cri.. i. 'desicned 10 nll'cr ..'t.Q,~lr necd.. ~~ I~YC on your bOllom 'inc. .',. . 1.""lJIQce these 1.It"II-ln builder fe:lt\.re~:. ... . ' .Large~ Inch nd.i2nt Firebox. J\"oibble in 3(;. IIlld . ,12" modr./s, . . FuUy Refractory-Lined willI ,ealistic lil'cllrick illlpriul for durahility and Dulllr.1II icilY. e ""I,clclll:i,'d,ux S"J~, for &1'e3'rr rrf/eniol1 IIr ':uli"'1 1,r.31: . S(l3cc'Sallinr, Des;CII fOI: quid; .11<1 C.Jj' inJl.II~tion :Ilmose Mywhcrc. , J:lIi/r-LIIllllC D;ullpcr for rcdlldllg hUll Ie heat Iou . ....1.<11 (jr.pl~ce iJ 1I001lSed. . . II/~ck \Vil'elllnh Pirucreel\ 10 protecl IIoor Ii 0," 'porlu, , . I:"sket Gl'3IC 10 sUPPUll fuel fur 3.1"11":111: r,'IIII1I1S0011 ai,.. e J.o~lilhlcr Accc.. widl Mackaur Oil hOUt sidu for. r'l'uoraa./.pplicationJ. . , UlltlcnVrlten I..boratories, lllc. l.i'l cd ...<1 'Ii:.,letllilf S~'i~IY, . . ' I,i'"ilcd Wlln.llry and 30-Ye.r l'l'ut':r.lion 1'1,," I~... quality aiul depcndability. ~..rl~" ~ . ^lllU/lYlllUC Fireplacc Spcdllc:luons: ., You'll S:lveon Options, Too. . . -)'IGD Ser;el Trmpered Di.l1llld Door-Iolrer · c/ar-view of dIe lire and reduec nue hC31 'ou, · DUA36 Ouuid. A1rJCJt provides. conmnr 00' ofOUbide combullioll air 10 the lire box ror lith'l .ellJed home,. . · Ul'J<: 011.1 rorcrd Air I1.". (hull, MIIUC ,",,,,, IIl1ly) dillribute a (onnant flow of air .'II1/1ItI."c hcae C1chang~r alKI cllh.llee rOOm cOlll/ort. . IJllul.tecl COllltruclion IUlhe MDU:lGj ""d MlJ UC36i, rlllJy illlllJatcdlllli, iellllceJ culd ~ir transfer in NonJ.r.rn climaltS; ". . The Majestic Sl':\cc :lnd CO.U.,Savill/' ChiJ1U1CY S)'SICJJ1. ' ,. 'l'.c MDU-S\:ria,Fircpbcu ~re dCliSl1ed l~ . uUJiu our lell apcnslYC "SK' clummy "YSlem, 111t lJ" double wall IJ'Ilem 'CCJuira 1 V" inch .clcarancc 10 ClJll1bllJtilllcslnd illuir.bk ror lli';lIch O.C, fr.'lli,,/: Jlllh1131;0I1 i. .ill1,,'e ",ilJdu lI.ftl' '''Ce.her ,.ipe lect.iOfl' and c/lJowl. n,e ')I.tem oneu n choice of COlllcmporal)' or chue lennin'bOIl 10P', -,. - ........ . -:- :::r;J --.. t-e_, ~---r ~~5 '~I ".' M!!...u:NllMUUCJG MUU42/MOUC42 ^ ~. ~ " 41. II 20 "hr" 20%" C 37 'he' JO~.' IJ :11 v..- Z2t~I.. E ."'- !I~" F ,y," Ill" G JO' 42' " JO'" Jly," I JG" 42' J 20" 2JV. I( 424 ~ h ~to S'LII.!C-. L 41W m~=-- /14 .3'''," 30\4. N 21'''' 2J.,., -- " , rl~.:It' " . II'r ~ ~ I ~.~: ., . ~ :..... , ~ .. .. , .'!lU' ., 'P,/tli- In ~ ~ /~ In ~ .. ,:, r..o Urc~.. 1.10 ".'NC05 5..I.BlILSECIlOO :;(;fU" I/T-I'-IT' = . " " " ~ IrtI!fUf!J . . 1/r - "!r' . .. r /" " .. .- ~. IN . A M~; '111 Mil HOMES 8465 Keystone Crossing Suite 1~5 Indianapolis, indiana 46240 (317) 254.0336 HALLMARK, HALLMARK REGENCY & SHOh'CASE SEf,IES STANDARD HEATING NiD COOLING SPECIFICATIONS The Heating Subcontractor understands that the HVAC System and base price is ~ased upon our All Electric standard house specifications, (including the ~e- signated standard foundation type), which will include R-35 ceiling insulation, R-13 h'a11s Ivith insulated sheathing, and R-ll four foot drape on the basement \\'a115, air infiltration package and thermally broken windows. The Heating Subcontractor agrees that his base price includes an electric furnace and heat pump of the specified sizes, all necessary ductwork required for ceil- ings of any and all heights and supply runs to all walk-in closets on outside hlalls, registers and grilles, (including individual return air ducts in the Hallmark Regency and Showcase Series models only), dryer venting, te:7lporary therr:1ostats during ,.linter months, the covering of all duct openings to eli- minate the infiltration of debris during construction, bath fan venting directly to the outside h'ith seperate wall cover or roof louver, furnaces set during rough-in stage as required, non-insulated duct \\'ork in all non-conditioned areas including crawl space, dar:1pers on all supply runs, low voltage wiring, all required permits, licenses and fees, price protection through all selection sheets received by December 31, 1989 and year round, 24 hour, €filergency service throughout the warranty' peri6d. All work shall be installed per the Heating Subcontractor's layout, in a ~orknan like manner, in strict cOl7lpliance \vith any and all applicable codes. rules, regulations and ordinances so as to provide and guarantee a 75. ter.1perature difference on heating and a 20. tel7lperature diffe.rence on cooling for each of the r.lodel homes including the balancing of the' system, the insulation of a new furnace filter at the end of the construction ~eriod and a minimu~ warranty of one (1) year Oil all parts and labor, five (5) years on the coml::L-essor and one (1) year Oil the furnace. f1h Mil HOMES HALLMARK, HALLMARK REGENCY & SHOWCASE SERIES 8465 Keystone Crossing Sui Ie 145 indianapolis, Indiana 46240 (317) 254.0336 SPECIFIC PLUMBING SPECIFICATIONS 1. All soil lines, stacks and vents shall be PVC Plastic with 3n risers , to the 2nd floor C.I. 2. Furnish and install plastic laundry box (dryer venting by others). 3. Furnish and install 2" floor drain to sump pump (delete and issue credit if not applicable). 4. Furnish and install 2~" anti-freeze sillcocks. 5. Furnish and install 1 Zoeller #53 Sump Pump (pit by others) with with sump line stubbed 3' beyond foundation (delete and issue credit if not applicable. 6. Provide any and all plumbing work for electric furnace, heat pum.p and electric water heater. 7. Provide rough-in and prepare for hook-up of 1 icemaker. 8. Furnish and install 311 radon vent frof'i1 basement, stub to attic & cap. 9. Furnish and install water heater venting to furnace flue installed by others. 10. Install dishwasher hook up only. 11. All bac~fill, lav tops, dishwasher and dryer vents to be installed by others. FIXTURES 1. Tub-American Standard 51 steel (colored) or equal with Moen Chateau fixtures and trim. 2. Water Closets-Gerber #71-212 Elongated Closet Combination Color or equal. 3. Lav Trim-La~ tops by others with Moen Chateau fixtures and t~im. 4. Kitchen Sink-Elkay CHR-3322 D.C. Stainless Steel Sink with Noen Chat€::c5u fixtures, trim and sprayer. 5. Shower Base-36" x 36"(or designated size) molded stone shower base with Hoen Chateau fixtures and trim. 6. Disposal_ #191 Whirlaway Disposal or equal. 7. Hotwater Heater-A.o. Suith 52 gallon electric hot water heater. (fh Mil HOMES 8465 Keystone Crossing Suite 145 Indianapolis,lndiana 46240 (317) 254.0336 HALLMARK, HALLMARK REGENCY & SHOWCASE SERIES STANDARD PLUMBING SPECIFICATIONS , GENERAL SPECIFICATIONS: 1. All required per~its, fees, licenses, etc. shall be obtained by the. PluDbing Contractor and.shall be included in his base bid price. 2. All work shall comply with any and all applicable local, state and national codes, regulations, rules and ordinances. 3. All open ends of pipes and drains shall be temporarily sealed to prevent infiltration of construction debris. 4. 4" PVC Soil Line shall be stubbed to 3' beyond foundation or connected to sewer line installed by others. 5. All ~ater supply lines shall be copper with 3/4" water line stubbed 3' beyond foundation or connected to water service line installed by others. 6. All base bid prices shall be based upon the designated standard All Electric house .plan (eXCluding any options and/or extras) including the standard foundation type for each specific plan. 7. The number of fixtures and/or appurtenance may vary according to ea~h standard house plans {e~cludin.g...,?ption). The PlumbiI?g Subcontractor waErants. that his base bid price. includes all fixtures an9/or appur- tenances.required for a.cor.1p'le~e jOb .of plumbing. for each standard house plan. 8. The Plu~bing Subcontractor shall keep the job site clear of all related debris in designated area and broom sweep house as may be required. 9. Base bid prices shall include a minimall year warranty on all work- manship, parts and labor. COlDlilU .\j'.(l\\~n. OH:Q. CL~~r,l,~r[:t'T~\!7.~ -O_~!.1,\OO'1I. P:'l~! Ol.J,(H Fll)ltQ,l. . CH~nOiii: '^Al~IGH ,"i WOI.J:\'\. .\;.S;.:\"lllL T~\.\~~i:E 'l\OW~"rOllS.I\Ot....... M/fHOMrE'S 8<65 Keystone Crossing Suite 1~5 Indianapolis, Indiana <52<0 (317) 254.0335 fJ_'.LLHARX,' fJ').LLHARj( REGEI\CY C; SHO,,'CASE SERIES STNlD~~D (lILL ELECTRIC) ELECTRICl\.L HIRING SPECIFICATIONS , 200 ;.~? Service 220V Furnlce Ci~cuit 2201) .o\ir Conditioning Ci!'cuit * i20V Range Circuit 220V.Dryer Circuit 220V I-}eter ne~ter eir"cult "" 110V Hiring for Su~p Pu~p 110'/ Circuit for- '-lasher "llOV Circuit fer Disposal 110V Circuit lor Dish~asher 110'1 Circuit fa:: ~anse r.cod 110V G?I ?rotection Per Code l'1eatherproof ;:tgccptacles-?er P.la,n S:;'to:o;e Dectors-?er 'Plai'l .~ Code Bath fans-Per ?lari . ',. Bath/ran Light CO:;'lbinatio:l-Per Plan ?o:celain Type ?i>:tures-?er Plan 1 Chi",e J ?ele?r.c:1g ?=e:....ires '..Jit~ jac)<s J Cable 7elevisi~n Pr2~ires 110V" ~ei:c?tlcla.for Gares.e Door Opene!:" J 2rod ~-\':a,/ 5....itc:~es-?er. ?lcn Recessed !.igh~s (~jith 7=io [, La:7l?s )-Pe:o:" ?lc:1 Instz11atioi1 of Light rl:-<tures-pcr ?lan Ope~ings-?er ?lan 110V l'iirij)g fo'!: ?acdle 'len-Per Plan 110'1 \'.'iring for and ins~allation of (1) Yard Post Light-Per Eouse >.21 ~2ectrical ?erl7lits, Licenses [. rees IHPORT}l~i'i' I,07E: 7:";E~ ::lec::'ric~!. Subcontractor underst~i1ds that in so~e instences. the wiring diag.rzi:1 s:-:o....:n 0:1 various ",odel plans TileY be incor;\plete, ir."lprope~ly located z.nd/or not in cO:T.;>liar.ce \-lith local codes es sor.:c. are currently being enforced. Tr-e .t:lect:-ical Subcontractor agre.es that the. .....iring included in his base price ',/ill cO::'.?,l:, '-lith all ap?licablc. codes and the intent of .....iring sho.......n on model plz;1s and 'Jill p!'ovide au!:' HOl7leouyer .....ith electrical openings (i. e.: Switches, Outlets .nd <11 otr.er devices) \Jhich function correctly end .re properly located. ... Including high vol~age viring frc,r" the exterior \.Jail to the condensor( including exterior disconnect). '; . COll)!!rJ:Ci~.~I\':.:1 ,,;:~\). Ct ~l.::J~::'l'H \:i't 'u:x.:.) ~,~. ;}.L~l !.t.~~;i. flCU;t. (j(~.~l()'i;'t:l.q.(ICH,:\. C)JOll~'''' :\1!..:'\'!l t t. jL.\:\u!~r ; l\'O:",,".t~Ol:J.I~):~S"). ,_'"~i:;~~;;~}~<~~~;:~~~'::'r':' :"',;.i'<;:'."~': :. .;, :'.:. . . ....;,. d),l~f1.~I.<i~""" .' ., '. 6. Joo_:., .~~~-~~~ ROUGH FRAMING SPECIFICATIONS This document defines both HII Schottenstein Homes, Inc. and the framing subcontractor's responsibilities in the framing phase of construction. It is intended as a guideline that will define HII Schottenstein Homes, Inc. standard of quality and professionalism. The framing subcontractor's work will not be considered complete until all specifications here-in contained are fully met. GENERAL SPECIFICATIONS HII Schottenstein Homes, Inc. Responsibilities: 1. Provide subcontractor with an accessible backfilled foundation ready to frame on. 2. Provide a complete set of blue prints indicating any options, changes, rough opening sizes and any other pertinent information. 3. Provide all framing material required (excluding nails) through a local supplier. 4. Provide electrical power within 150' of foundation, 5. HII Homes' supervisor will check with frame carpenter at least once a day to answer questions or interpret prints, and get material shortage list. Subcontractor Responsibilities: 1. All work to be done per established bid price, established option price or "extra work order" including scope and price of extra work issued and approved by supervisor. 2. All options and extras to be invoiced separately from standard bid. 3. All labor, tools and equipment required to be provided by subcontractor. 4. All work to comply with the following framing specifications." 5. Subcontractor is responsible for protecting materials during the framing phase. 6. Costs for losses incurred due to subcontractor neglect, misuse or irresponsibility will be deducted from bid. 7. Subcontractor will return to do supervisor's correction completion punchout checklist at supervisor's request. FRAMING SPECIFICATIONS Foundation 1. 2. Check foundation for correct dimensions, square and level. Install all beams level and straight (string side to side and front to rear). Shimming in beam Stanchion posts adjustable base flange. systems 1. Sill sealer will be installed at all locations indicated on attached drawing. 3. 4. pockets to be done with steel shims. to be installed plumb on solid bearing down and top tabs tightly wrapped around with beam Floor 10. Basement 1. Exterior 1. 9. 10. 11. 12. 2. Sill plates to be treated material, installed 5/8" inside foundation to allow for insulated sheathing, with foundation straps properly secured. Install joist system per provided layout. All joists to be crowned up with excessive crowns (3/8") thrown out or used for blocking. All joists to be toe-nailed into sill plates and beam plate with (3) 8d nails at each end and laps nailed. Bridging to be installed (properly separated where crossed) with (4) nails each and kept above bottom of joists. Solid blocking to be installed above all bearing points (beams or bearing walls) except where cantilevered over. Subfloor adhesive to be applied at the rate of (1) 32 oz. tube per two sheets of subfloor. Subfloor to be glued with both surfaces clean and nailed per nailing schedule one sheet at a time. All joints, both T&G and butt, to be glued. Butt joints to be blocked from below. 3. 4. 5. 6. 7. 8. 9. 2. 3. Stairs Maximum rise to be 8-114". Minimum effective tread to be 9" (see diagram) . Install treads with (3) 16d nails per side through stringer. Install stairs with (3) 16d nails per side through stringer into floor system. If stairwell has sidewalls, nail stringer into each stud with 7/16" shim between from underside of stairs. Minimum headroom from top of stringer to any obstruction is 6' -8". Check treads for level. Stairs to be hung from floor system with (4) 2X4'S in winter (if no basement floor). Install (2) 2x4's per side of basement stairs without sidewalls, one at bottom and one approximately 4' back from handrail mounting. 4. 5. 6. 7. 8. 2. Walls All exterior walls to be studded 16" O.C. with double top plate (all 2 story houses with walkout basements to be 12" O. C. ). Headers to be size indicated on print or chart, with solid 1/2" plywood in middle. All walls to be square and plumb. All exterior walls to have diagonal wind bracing installed at corners or t-ply if window or door openings are too close to corner. Sight all studs and put bows the same way. Exterior wall corners to be 3 stud as diagram. Window rough openings to be per supervisor's direction. All sheathing to be installed with cap nails at perimeter 12" O. C. (stapling permitted in field only). All sheathing vertical butt joints to break on studs. All sheathing joints or breaks to be taped. Holes are to be filled and taped. Fireplace openings per detail. Garage door openings to be correct size, square and per detail. 3. 4. 5. 6. 7. 8. 2 ; Windows and 1. Roof Interior 1. Stairs 1. 13. A continuous bead of glue to be applied at all bottom plates to subfloor. 2. 3. 4. Doors All windows to be set per manufacturer's instructions, plumb and square Hi th exterior nailing flange taped. All wood Hindows to have 1/2" inside revealed for drywall. All doors to have aluminum flashing underneath. All doors to be set plumb, with a 1/2" reveal to inside for drywall, shimmed at 3 places on each side jamb and nailed with 16d galvanized casing nails. and install long screws provided for top hinge. Doors shall be checked for square by checking for even margin between door and jambs along top and sides. On aluminum windows, sills to be set in glue with 1-1/2" projecting into room. Window side of sill to be stuffed with sill sealer before installation. 5. 6. System 1. 2. 3. Set trusses per truss layout. All trusses and rafters to be nailed per nailing schedule. Gable ends and trusses to be braced per the manufacturer's instructions. Install lx4 catwalk above ceiling joist full length of roof system. Roof sheathing to be installed with H-clips (1 per each baYI. Roof decking to have a 1-1/2" to 2" gap at peak for ridge vent. Truss talls to be aligned and straightened before lx6 subfascia is installed. 2x6 blocking is required between studs at root lines to allow tor installation of step flashing. Blocking is required bet'leen studs at ceilina lines of cathedral and vaulted ceiling for fireblocking. 4. 5. 6. 7. 8. 9. 2. 3. Wall s All interior wall studs to be 16" a.c. and stacked over and under floor joists where possible. Sight studs and put bows the same way. Install (3) flat cross blocks between exterior wall studs where interior walls intersect (see detail). Install 2x4 flat hlocking betHeen trusses every 24" over interior partitions (see detail). Door headers on non-load bearin" walls can 2x4", Door headers on load bearing walls to be 2x6. Hedicine cabinet rough- in to be 14" wide and 18" high. Top of rough-in to be 72" AFF and rough-in to be no closer than 3" from inside corner. Bottom plate at joists are to be are to be nailed 4. 5. 6. 7. 8. interior walls that run perpendicular' to nailed into joists only. Walls parallel to into 2x4 flat blocking under subtloor every floor joist 24" . Set stairs with treads level. 3 Completion 1. 10. 11. 12. 13. 14. Cleanup 1. 2. 3. 2. Shim 1/2" each side and nail into every sidewall stud from underneath treads. Install 2x4 flat blocking on bottom side of all finished stairs at every other tread bay. 3. 2. 3. All inside corners at walls and ceilings to be checked for drywall nailers. Install 2x4 blocking for handrails and shower doors. Install 22-1/2"x30" attic access per plan and wrap with 12" plywood rips. 2.'8 9rapery blocks to be installed at each window, centered on top o~ the window and out 12" from each window. Tub deck, if required, to be installed per drawing. Install 2x6 garage door bucks (3/4" into opening with torsion bar block per drawing. Install kitchen cabinet bulkheads, if required (proper length x14" deep and 85" above subfloor if vinyl, 85-1/2" if tile or wood. Any masonry fireplace openings or broken or backordered door or window openings to be covered with t-ply scraps. Blocking or plywood rips to be installed at dropped ceilings, bulkheads and stair rake ceilings. All cantilevers and overhangs to be covered with t-ply. All chases to be covered with plywood caps. All cathedral and vaulted ceilings to have fan blocks in center of room. Install garage step. 4. 6. 7. 8. 9. House and basement shall be left broom clean, with'debris removed from crawl. All debris to be placed in one pile in front yard in trash basket (located by supervisor). All good material is to be stacked neatly in garage on floor next to outside wall if floor is poured. If floor is not poured, material is to be placed on a rack built on the outside wall. Subcontractor will be expected to make one return trip to house at supervisor's request to complete and perform punchout. Areas of Critical Dimensions! 1. All cabinets, vanities and tops 2. All window and door rough-ins 3. Tub and shower area 4. Vinyl floor areas for squareness and flatness Subcontractor HII Schottenstein Homes, Inc. Date, Date, . 4 t1h Mil HOMES ,\ m\,'IMflN m'.\I/1 SWOm~\SmN 1l0Mt\ I,~( Co/um!ms/UnciJ/llali, Ohm /1Jf/l(iJ/(/!Jo1is,11I'{;(//f{( "ldi;UIaI)oli.~ JJi\'j~i(111 :'h(,~ Kt:)'Slolll' Cm,~iflg :)lIile['i5 Illtli:lIIJpoJis, [lldilUl;l'iG2,jl) l;uJ//)(llk~J'/Orf({1ItI/)l1r(:\'/ 1~i/m(I{'t1cb. !1o,.,(U( Ol(lrl()lIdNa{e~lib. ,\'oT/b (aro/lllt1 JI7J2\.!-Ojj(, FAX.iI7/l.S4-0[.j6 IrilSbil/glrm, D.r,: HALLMARK, HALLMARK REGENCY & SHOWCASE SERIES STANDARD DRYWALL SPECIFICATIONS The Drywall Subcontractor understands and agrees that his base price for each of the Standard Model Plans includes all labor. Materials, insurance, tools, equipment and taxes necessary to complete all drywall stocking, hanging, finishing and ceiling texturing in a prompt, competent and workmanlike manner including the following: 1. All drywall to be 1/2" regular except as follows: A. Water resistant (NRI board around all tubs and sho~ers. 8. All 2' 0" O. C. Trusses or Rafters to hav" 5/8" 2. All ceilings to receive a "Light Daub" textur~ (Except garage ceIlings in Hallmark Series Models). 3. All raised, vaulted and/or cathedral ceilings and arches and as shown on standard model plans (Excluding optional and/or extra items. 4. All scraping and sweeping of floors and hauling away of all related waste and debris from job site. S.All final touch-up and punch-out work including 1 year warranty inspection and punch-out (Including nail pops, settling cracks and tape and/or texture defects). 6. Standard garage work shall be as follows: A. Hallmark Series Garages-all common walls and ceilings to be drywalled and fire taped only. B. Hallmark Regency & Showcase Series Garages-all walls are to be drywalled, taped and finished and all ceilings to be drywalled, taped and textured. Drywall Subcontractor By: Date: ^ , (Jh Mil HOMES Z~:)!A:,h?O!..IS DIVISION ST,,~;)~RD H;SU!.).,TION S?ECIF'TCJ..TI0NS - LO~AT~~~ ~~D DESCR!?TION ~~N~~T:0S ~~!.!.S- ~~. ~~face~ fi~e=91ass b~tts covered ~ith 2 r.:il yis~o.1ee:J va?c= b2==ie= '" I dO....";1 0;'), .ell outsice b"ase.'ne:'Jt. _~lls (exclu~i~g sa=~se). CRJ...\'I'!.. S?.l.C:: i-I'.l~!.S- in those models i:1 ....hie:, a F\Jl1. Cr~\.'l Sp~ce . (reS) is t.~e .s~a;-:~a=~ fC',,;:1ca'tio:'1 t~~;>e, 6~. kraft. f~ced batt.s ~~ floc: jcists ~ith 3~. x=a:t faced batts f=icticn fitted i:1- to c:a~l space jois~ e:1cs. =:'1 t~C'.!~ ::lo~e!s i:"l ...~.:c:-:. a C:a\Jl S;>e.ce '-'ith ?2=t:.al Base.":'1er::,,: (e?E) .:s ~~e s':2.:1~c=c fo~:;ca:icn type, 3~" \.:::fcced fiberglass ~2t.tS eve: 2 rr.i2 v:s~..:ee:"l ba==ier c=aped dc...."7l \..all O\,;t onto ;ravel ~ith J,. y.=~:t. faced ~at~s ==iction fitted into era....,l sp~ce ~~i~: e~cs. EXTE~!CR ~~~:s- 3~. ~~:~ced fibergl~ss ~~t~s cove:ed ~ith 2 ~il vis~~ee~ V~?c= ~~==ie= o~ all ~x~e=io= ~al~s. SE?^F~7:0S ~~~:S- 2~. k=af~ faced =:~e=91ass ~a~:s O~ 211 - \0'2115 ~e;.a=a:.::"::5' ~c'.;se a:1d s~=.!;e. G..t.;...z..GZ CE!!.!t~GS. C)'.:-!:'::';Z::\S ;SD O';:::?..~l...:!;GS'- 6~. ;..;=a::. facec :i~e=;:a!s ~c.:~s C:l S2=-a~e cei':"i:1gs, ca:-;:ileve:-s c.;-,d. cve=- h~~ss ~e:c~ he~:ed :~vins ~=e~. J:I-,'::::: \.,'.~..!..!..s- ;~. x.=~:: f'aced !ibe=s.lc.ss b~:.t.s C:1 all r_"1ee ....a1! s, ':0151 ~::JS )..sn 3!..OCX-C::$- Ei;- :0;.:"2:: faced ~'ibe=glass batts C~ ~11 joist e~cs ~~d ~lock cf!s. V)":"lL7Z:l )._.....J C)"7':-:ER=::.J.":' CE!!..!!;CS- 9~. k:a.:t :ace~ :i::.e.:-slass ~atts C~ all ~~=~c~~=:e ceili:1S a=e2S ~it~ bafflES at. all ':.=-":55 e:;cs, n..i.'I' =.:'C'j.,")..=:!..E CE!!..!~l'GS- 2?p=cximately 12- (4.7 ,. b29s/1000 5,:.) of ble....'":"l =ock .....001 ins\.Jlation on aJ.l fle.t (blo....able) ceili~S ~=eas ~i~~ ~a:~les a~ ~ll eaves. 7~E~U~~ ?ROT!CTIO~- co~~lete t~e~al e!ficie~cy sealant p~ckase :~clud:~g ca~lki~g a~d/o= ~olyeu=et.hane fc~~ seala~t ~, all a=eas ~~~ co~cf:iens p=c~e to ~ir filtra:io:1, ':"hese Sase F=ices .e.=e seed t!';.=-..: !)ece."7I:,e= 31~ 1929. INSULA7!ON 5USCOSTRhC7C~ BY: ~)"T'::: S~65 Keystone Crossing Suite 1<5 !r,c:2r,.:.;.cris, Indiana .(62.::0 (317) 25..0336 R-.....u.UE R-ll R-19 R-ll ~-1.1 R-1J R-:3 R-:9 :':-13 R-19 ^-::o R-35 ,. F /, ~_'-:'1. ,.- 1 " ..------- . I"- - "_.~_.."- " , '. --- " 1 - .. , , ---.' :]r- ! - .---. '-----. .~ .....-- , ~, '----: .. , ~l , .. -------, . , , .----~ ", " " '-----..... . 'Ie.: .--------.. .: 'II~ .----,,' ----I.~ 1..1 F E A E .." '-. ~;- .: I r. ______ : I ~ " :t,~.. a -----;' .;. .--... :. i!: ------- " ; ------------- '. :; L----- '. '" , :z.-----." . !~'Sl" :.~7~:,' ", ;; - ---' . z :. : .~ ---------.. :. I _ .' =~,', VINYL SIDING R-19.26 B G c H D ALUMINUM SIDING. R-19.41 l'f"~'1 .:iJ~I:~ ;~r-A. E /.1 ;~.:.::.=:::==::. ~,'!L B ...~~n , ;"_-----/",' -/':; /-=::::::. "./ '..,.,- I. J : :"' ~-------- \. I C -. -. --I I";I~ .,'1 'i'~i" " -r"i'l ".: ~ li-----I. II :,f=-~~-';I F----'; n: 1.,-----::-:- i': ::..,.!.:':;....._-_:,.: ,.~:.I,I~-,',I' " "I' ---~ .' l/,_-'I.~ II . 1--;:'___ ..' i .1 v ~ ~h~j~f 1~,~~I.:li A ?;;1-~:>~/j I~J-----I'./: B :>;.~>::;:.'j t~J::::::::::==I:.p K I>:/~<': I ' ~~I:::::::::::=t+- c :::(,///;'..:';; l~~ 1:/1 L ~.:.~%i::>0<Y.1' Ir~~_..:'l:, D :,//:/ / / " ','----.---' '.' v.'.' .',' /'1 ,-:j._ '/'.1 ,,-; :;;':f :'1'- ---I F-l~.A.:.}.., :i?:~ '\'I I!,.::.:.,p:f ,"!,-,..--, ;..r WOOD SIDING R-19.85 -. BRICK VENEER R-22.01 I~side 'S':.r:6s.ce Fil:::l -.6S 3 . 1/2". GY~~'.!!:l Bcn,d. -.45 C . Poly Vn?o:. Bnrrier. -NegJ. D P.-13 b~~lntio!l Bntts -13.0 E . 5/S". Fo:l Fnced F08!:l Sbenthing -:-4.5 Outside Suriece Film nt 15 MPH Willd Alumillu!:l Siding -.61 Vi!lyl. Sidillg -:-.46 Wood S::i!lg' -:1.05 1" Reflective Air S;>ncc -:2.77 4" Brick -.14 . ,",- ~ r. G H J K -:-.17 r.. Mil HOMES WAll .4SSEMBLY R VALUE ANALYSIS _~ -y~o _...__ .1._ __ __ A B C D 9. APPLlCATI~ FOR PERMIT STATE ENERGY COOE COMPLIANCE ---------------------------- CITY OFFICE: __JDEt~~~E!~~_________________ DATE: ----------------- ------------------------------ ------------------------------ ATTN: ------------------------------ . - BUILDER ~c....~E: ..... _ Ji/l_ ~~~c_:j!:J.s_:_e:.D_,::,c.:.7~~..:.. _"'J._c,;_ _ _E3.E.2 _~e_Y~~2~e_ S.!.E!.s)...:;3~ _tl_.;} __ _ _!_r:si~=le_~..91.f!..l.. .J~E~~:"":..a_i!~ 'LO___ Joe: INSULATION SPECIFICAT!ONS: EXTERIOR "-\Q.lLS HOUSE: 3.;" :=ic:ic~ Fit ,,-13 '..i:~ 2 ::;i1 ViS,,"H" U?PE,~OST CEILINGS FL<\T HOUSE: "" "oc~'"'ool =:c.'~ :l-3; WALL SETWEEN HOUSS &: GA.""'.GE: 3.;" :,=.:: :.ce,; ?--13 BLOCKING SS11JEEN LEVELS: E.:;;" ,::s:: :.ced ?-:9 CATH::DR"'.L C::IUNGS: 9.;" .,c.:: :.cee ?--30 SATTED FL<\T CE!LI~GS: 9.;" ;.:=.:: ::cee,; ?--30 ~.,""'.GE C::1L!NGS: 5.S- :::=-C:':'a'~C! =l~'-'.""l ~-~~ c= '- ,:::.. "'.-- :.:=~:~ ~-l9 (;.~;.~~::; :'~.,,:.-.; ;'.=e~) GA.'<.';GE ::xTERIOi(WALLS: 3.;" ;;c.:: :.ce" ;;-11 CRf::.',..'L BLOCKiNG & L.>;LLS: 3.:;" ::c.:: :.cod :l-ll -. Gi<OL.,'''-IO CR.<'wL: , ;:-,i1 ViS~CH:'l SAS::ME:,,,-r ~LLS & SLOC:<:~:::: J.5'" :=:c,:':'C:i ..- ';:.5~. (51'::) ~-ll "':l!'l~s. (~') J.;- :".:.!i: ~-ll 31oc;<.~.;;g lNF1LT.=;;;;T1CN P~.!<CriG=:: ?c~::".-Sil:.cc::e " 7i:,e==;,!ss WINO Ti...N"-I=LS, He:, joist .ce END WALLS: 3.:;" Xc.:: :l-lj SCUTTLE HOLE: ,.5'" X:-l!!: .~-::O SQUARE FC:ET WHLL ARE.c,: SQUARE FC:ET WINDCLJ A.'<EA; ---------- ---------- SIGNED: TITL=: ---------------------------- B. ~ ,.,r- Wl I , 7-00.09 ]-0].070 w. , c sX'1 .. JxlO A 6 ~ 0' TC 14l[ Be I I~ 14-07-011 14-07-08 29-0]-00 UniStac -- Version' )9.1.2 . RUN CATr: "~5-96 PtATING CONFORMS TO TPI (GROSS AREA METHOO' VERIFY PLATE-VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE 51'-20 GRIPPING 515-40' PSI PER PAIR INCLODES 15.0t INCREASE TENSION 922- '88 PLl PER PAIR SHEAR 811- 472 PLr PER PAIR eSI TOP O. 9 1 8TM O. B 6 was 0.72 REPETITIVE SIZE LUMBER 2X 4 Si'-If:Z .2X " SP-It :ZX " SiI-'] MEMBER STRESS 1.15r8 1720 2130 "0 USED. LATERAL BRACING: TOP CHORD . CONTI~OOS 9TM CHORO. 79 IN'. OC TRUSS SPACING 24.0 IN. JT TYPE PLATt SIZE x Y A 2101 J. 00 XIO.4Q 11. 0 2.1 B 1001 5.00 X 5.60 eTR eTR e 2101 3. 00 Xla.40 11.0 2.1 C li071 5.00 X 8.00 eTR ].2 E 1010 J. 00 X 4,aO eTR eTR f 1010 l.OO X ".00 en eTR C 1001 2.00 X ".00 eTR eTR H 1010 J. 00 X 4.00 eTR eTR I 1010 ). 00 X 4.00 eTR eTR J 1001 2.00 X ..00 eTR eTR [,OAO CASE '1 LUMBER STRESS INCREASE: 15.0t t.OAOI N'G LIVE OE'A.D {PSf'l TOP eHO 20.0 10.0 arM CHD 0,0 10.0 TOTAL 20.0 20.Q SUPPORT CRITERIA JT REACT WIDTH JT Las IN-SX 1170 J. B C 40.0 A REACT LBS 1170 WIDTH IN-SX J- . LEFT RIGHT HEEL OIN - <sx OIN - ..X MEMBER FORCES (t.as) TOP CHOAOS A-C 4U] e C-H 4043 e H-B 2809 e B-1 2809 e I-J 404] e J-e 446] e BOTTOM C'HO~CS A-f 4163 T f-o H01 T D-E H 07 T E-e 41&] T WEBS C-f '02 e f-H 5" T H-D H. e D-B 2061 T c- [ 19. e I-E ... T E-J '02 e OL.t.t. DEFL . 0.81~ IN B-1 LL DEfL _ 0.40. c BRG-SPAN/liO 'CL.LL HOAZ . 0.52~ AT C SPAN/DEFL (OL.LLl . 434 lX10." ~ e E ]x4:::' 6 14-01.011 14-07-01 I~I I :> , , NOTES: I , 1. TRUSSES MANUfACTUR~D BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS 70 uae (TPI-8S " ~CS-911. J. WINO LOADS - u~c. 1'88 EO' TRUSS IS DESIGNED AS A HAIN WtNO-FORC~ RES SYS, WINO SPEED - I BO "PO MEAN ROOF HEIGHT - 25' EXPOSURE CATEGOR~ - C OCCUPANCY CAT~GORY _ 1 4. UNBALANC~O LO~S CHECKED IUNBLN LD FAC . 1.0. 0.01. S. BUILDING DESZCNER IS RESPONSIBLE FOR AOEOOATE DESIGN Of' TRUS~ TO.BRG PLATE CONNECTION WHICH ALLOWS 0.52 INCHES Of' HORZ. MOVEMEN. AT JOI~T C ,. f'ASTEN TRUSS TO: BRG A FOR 256 Las or UPLIFT. WHILE PERMITTING NO UPWAR' MOVEMENT Of' WALL OR BRO. 7. FASTEN TRUSS TO~ aRG C FOR 256 Las or UPLIfT, WHILE PERMITTING NO UPWAR: MOVEMENT OF WALL OR SRG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE REST~AINED TQ PREVENT LATERAL HOVE:MEN~ Of THE BRACE If ALL aiUeED MEMBERS BUCKLE IN TH~ SAME DIRECTION. SEE HIB-91 SUMMARY'SHEET FRAME 4 (ORANGE SHEET I OR BUILDING DESIGNER REQUIREMENTS. 2.BOTTOH CHORDS WITHOUT SHT'~ CIRECTL~ AP~LIED [SUCH AS FILLER AREAS) TO ftAVE 10' -0. C.C. CONTInuOUS LATERAL BRACES. ].ALL rILt.~R AND 9toC~!~G MEMBERS NOT A PART Of' THE STRUCTURAL ANALYSIS TO BE PLATED WITH 1.5~ x 4- PLATES MINIMUM. UNLESS NOTED OTHERWISE. 7-00-09 4x4.= e B1L E 4)("= 51 0 lxS.6= 4)(4= B1R 6 Te' Be I IE 14.07-08 I 29-0)-00 14-07-08 .=. 10' ~. 29- OJ-OO ~ UniStar -- Version 39.1.2 RUN DATE; ~- 5-96 1120 PLATING CONFORMS TO TPt (GROSS AREA METHOD) VERIfY PLATE VALUES WIIH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE 5T-20 GRIPPINC 515-409 PSI PER PAIR INCLUDES 15.0\ INCREASE TENSION 922- '88 PLI PER PAIR SHEAR 838- 412 PLI PER PAIR LATERAL BRACING: TOP CHORD - CONTINUOUS 8TH CHORD - CONTINUOUS TRUSS SPACING 24.0 IN. JT T'iPE A 2001 EI 3010 C 2001 D 1010 E 1010 F 1001 G 1001 51 1100 PLATE 4.00 X 5.00 X 4.00 X 4..00 X 4.00 X 2.00 X 2.00 X 1.00 X SIZE 4..00 5.60 4.,00 4..00 4.00 4.00 4,00 5.60 x s." eTR 5." eTR CTR CTR eTR eTR . 3.. eTR 3.. eTR C7R eTR eTR 0.2 NOTES: 1. TRUSSES MANUFAC~URED 9'i - DAVIDSON INDUS7~rES 2, ANALYSIS CONfCRMS,TO UBC (TPI-Bs ~ ~Dsi91l. J. WINO LOADS - UaC,198S EDIT~ TRUSS IS DESIGNED AS A MAIN WIND-FORC~ RES SYSTEM WIND SPEED - 80 ;MPH MEAN ROOF' HE::;;.!T '- 25' EXPOSURE CAT~GORX - C OCCUPANCY CAT~GORY - 1 4. UNBALANC!O LOA~S CHECKEC (UNBLN [.0 FAC . 1.0. 0.0). 5, FASTEN TRUSS TO aRG ^ FOR 244 LaS or UPUIfT, WHILE PERMI7T:~G NO UPWARD MOVEMENT or WAL~ OR BRG. 6. FASTEN TRUSS TO BRG C FOR 256 Las OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. CSI SIZE TOP 0.70 2X 4 9TH 0.82 2X 4 was 0.16 2X 4 EXCEPTIONS; E-B 2X 4. SP-1t2 B-O SAME AS E-a REPETITIVE MEMBER STRESS USED. LUMBER sp- .u SP-12 SP- Il 1,15FB 1720 1720 ..0 LOAD CASE' III LUMBER STRESS INCREASE: 15.0' LO.J.DING LIVE DEAD (PSF) TOP CHD 20.0 10.0 8TM CHO 0 _ 0 10 . 0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT LBS IN-SX 1170 3 - 8 C 40.0 A REACT LBS 1170 WIDTH Ul-SX ] - . FABRICAtOR SOTES: 1.ALL F'ILLER AND aLOCXING MEMBERS NOT A PART OF THE STRUCTURAL ANALYSrS TO BE PLATED WITH 1.5~ x 4~ PLATES MINIMUM. UNLESS NOTED OTHERWISE. LEFT RIGHT HEEL OIN - 'SX OIN - 'SX MEMBER FORCES (Las) TOP CHORDS A-r 2022 c r-B 1774 e B-G 1114 C G-e 2022 e BOTTOM CHORDS A-E 1838 T E-Sl . 1244 T Sl-0 .. 1244 T D-e 1838 T WEBS F-E .05 e E-B ".. T B-D ".. T D-G 405 e DL.LL DEFL .. 0.34- IN F-' LL DEFL . O.O9~ . BRG-SPAN/HO SPAN/OEf'L fOL.LLI . '" APR 0 5 1996 ...., 7-00-09 . ,!-!-- " ~ ~ \, 'r;,~ \ --.::.,. ,\ ,. '1_1-' 1)(":-: . l,....;d':' 6 s -"'rr--- ... S1 0 3x5.6= 4X4= BIR ~- is ~l 14. -07-0' 14-01-08 29-0J -00 29 -OJ-OO UniStar -- Ver~ion 39.1.2 RUN CATE; 4- 5-96 1720 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515.409 PSI PER PAIR INCLUDES 15.0t INCREASE TENS:ON 922- 688 PLl PER PAIR SHEAR 138- 472 PLl PER PAIR NOTES: 1. TRUSSES M~~UrACTUREO BY _ DAVIDSON INDUSTRIES 2. ~ALYSIS CONFORMS TO UDe {TP!-as ~ ~DS'911 . 3. WINO LOADS - UBc,j19!18 EOIn TRUSS IS OESIGNED AS A HAIN ~rNO-F'ORCZ 'RES sysn::,"'! WIND SPEED. 80; HPH HEAN ROOF' HE IGRT! - 25' EXPOSURE CAT~GORY - C OCCUPANCY CATEGORY - 1 4. UNBAL~CEC LOADS CHECKED (UNBLN LO FAt' . l~. 0, 0,0) S. f~STEN TRUSS TO sac A FOR 256 Las OF upLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR SRG. 6. F~STEH TRUSS TO BRG C FOR 256 LSS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT Of WALL OR SRG. CSt SIZE: TOP 0.70 2X.. STM O. II 2 2X" WSS 0.16 2X.. EXCEPTIONS: E-S 2X 4 SP-'2 B~D SAME AS E-B REPETI~IVE MEMBER STRESS USED. LUMBER SP-.2 5P-'2 sp-.] 1.lSTB 1720 1720 "0 LATERAL BRACING: TOP CHORD . CONTINUOUS 8TM CHORe - CONTINUOUS TRUSS SPACING 24.0 IN. JT TYPE PLATE SIZE X Y A 2001 4.00 X 4.00 5.6' 3.. B ]010 5.00 X 5.60 CTR crR C 2001 4.00 X 4.0C 5.' 3.. 0 1010 4.CO X 4.00 CTR CTR E 1010 4.00 X 4,00 CTR CT:t F 1001 2. 00 X 4.00 CrR C-:'R G 1001 2.00 X 4.00 crR crR 51 1100 J.OO X 5.150 CTR 0.2 LOAD CASE H LUMBER STRESS INCREASE: 15.0t LOADING L:::VE DEAD I PSF) TOP eHD 20.0 10.0 8TM eHD 0.0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT Las IN- SX 1170 J. 8 C 40.0 A REACT LBS 1170 WIDTH IN-SX J. B LEFT RIGHT HEEL OIN - 'SX DIN. <SX MEMBER FORCES (Las) rop CHORDS A-F 2022 C F-B 1774 C B-G 1174 C G-C 2022 C BOTTOM CHORDS A-E 1838 T [.51 - 1244 T Sl-D . 1244 T D-C 183. T WEBS F-E <05 C E-B ... T B-O ... T O-G 'OS C OL.LL'OEFL - 0.34" IN f'-a LL OEFL - 0.09" c BRG-SPAN/J60 SPAN/DEFL (DL.LLJ _ 999 APR 0 5 1996 ] .04 -01 1 12 ~. fi::;' ... 2x4 II B1 JX4= TC I eeL 5-04-CO /4 'm o ~ so. 5-04.00 5-()O-08 UniStar -. Ve~sion )9.1.2 RUN CATE: 4- 5-96 csr TOP 0.42 BTM 0.14 was 0.12 REPETITIVE: SIZE LUMBER 2X 4 Sp.12 2X 4 SP-.2 2X " SP-ItJ MEMBER STRESS 1.lSFB 1720 1720 ,"0 USED. PLATING CONFORMS TO TPI CGROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE.LOK CORPO~TION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INC~UDES 15.0t INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 838. 472 PLI PER PAIR NOTES: 1. TRUSSES MANUFACTURED BY _ DAVIDSON INDUSTRIES .2. ANALYSIS CONFORMS iTO use {TPI.85 " NOS.UJ. ]. WIND LOADS. UBC,r988 EDITH TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAR ROOF HEIGHT ~ 25' EXPOSURE CATEGOR'!i - C OCCUPANCY CATEGORY - 1 4. UNBALANCED LOADS CHECXED (UNBLN LO FAC . La, O.OJ. 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 165 LBS. 6. FASTEN TRUSS TO BRG A FOR 10 Las OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG C FOR 56 Las OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT CF WALL OR BRG. LATEaAL BRACI~G, TOP CHORD - CONTINUOUS 8TM CHORO - CONTINUOUS TRUSS SPAcrNC 24.0 IN. JT TYPE PLATZ' SIZE X Y ... 4594 2.00 X 4.00 '.0 1.7 . 4212 4. 00 X 4.00 crR cn c E 4010 l. 00 X . .00 eTR CT. r 4100 l.OO X S .60 CTR cn LOAD CASE U LUMBER STRESS INCREASE: 15.0' LOADING LIVE DEAD (PSFJ TOP CHO 20.0 10.0 BTM CHO o. 0 10 , 0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT Las IN.SX 211 ) - B C 40.0 A REACT Las '13 WIDTH IN-SX ,- a HEMBR CSI P(LBSI MelST TOP CHORDS 0.42 S] T 0 BOTTOH CHORDS 0.14 117 T 0 WEas 0.12 160 C 0 1]1 C C-F IS T C'F H.2NO 8-r o 1996 A-E o ...-8 II - ~ E.C o 80 C 80 C OL.LL DEFL - 0.1]* IN B-F LL DEFL c BRC-SPAH/l'O SPAH/CEFL (CL.LL) . 475 2 ~ 10-12 E Jx4= TC BC 4.00.00 J.08-01 6-08 c o ~ 4-00-00 UniStar .- Version 39.1.2 RUN DATE: 4- 5-96 CSt TOP 0.24- aTM 0.08 was 0.09 REPETITIVE SIZE LUMBER 2X " SP- "2 2X 4 SP-.2 2X 4 SP-'J MEMBER STRESS 1.15FB 1720 1720 'BO USED. PLATING CONFORMS TO TPI (GROSS AREA METHODl VERIF~ PLATE VALUES WITH TEE-LO~ CORPORATION GRI? BASED ON 5YP LUMBER PLATES - 20 GAUGE 5T-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0' INCREASE TENSION 922. 61. PLI PER PAIR SHEAR 138- 472 PLI PER PAIR NOTES: 1. TRUSSES MANUrACiU~~O BY . DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO uac (TPI-85 " NOS-91J. J. WINO LOADS - UBC,1988 EDITN TRUSS IS DESIGNED ~S A MAIN WIND-FORCE RES SYSTEM WIND SPEED - eo HPH MEAN ROOF HEIGHT -!25' EXPOSURE CATEGORY ~ C OCCUPANCY CATEGORY!- 1 t. UNBALANCED LOADS CHECKED (UNBLN LD FAC . 1.0, 0.01. 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 151 LBS. 6. FASTEN TRUSS TO BRG A FOR 72 Las OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. LATERAL BRAC:NG: TOp CHORD - CONTINUOUS 8TM CHORD . CONTINUOUS TRUSS SPACING 24.0 tN. JT TYP~ PLATE SIZE X y A 4594 2.00 X ".00 2.0 1.7 B 4212 4.00 X 4.00 CTR cn C E 4010 J. 00 X 4.00 CrR CTR r 4100 J .00 X 5.60 CTR cn LOAD CASE In ~UMBER STRESS INCREASE: 15.0\ ~OADING LIVE DEAD (PSFJ TOP CHD 200 10.0 8TM CHO 0.0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERI~ JT REACT WIDTH JT Las IN-SX 160 ) - B E 40.0 A REACT LBS '" WIDTH IN-SX J- . MEMBR CSt p(LaSl M_1ST M.2NO TOP CHORDS B-r 0.24 51 T 0 0 BOTTOM CHORDS A-' 0.08 110 T 0 0 WEBS A-B 0.09 120 C 0 0 cor 0.02 "C 0 0 E-C 0.03 120 C 0 0 B-E 110 C cor " C APR 0 5 1996 DL.LL DEFL . 0.04. IN B-F LL DEFL < BRG-SPAN/J60 SPAN/DEFL (OL.LL) . 999 Ii -01-0J 1'...... 12 L 5x12= ~ ~ rc II B1, A 51 hel0.4= 3x5.6'::: ., lx4'::- J 1 131 BIR E 2X4 II 61 )xS'.6= e 17-0J -1] 12-05-12 I~,l 0' ~" 10-08-15 15-10-08 i 28 -04-04 " UniStar -- Version )9.1.2 RUN DATE: 4- 5-96 CS' SIZE t.UMBER l.ISE'S TOP 0.49 2X . SP-1I2 1720 BTM O. Hi 2X . SP-U 1720 WBS O. Bl 2X . SP-Il 'BO EXCEPTIONS: L-H 2X . sp. .2 1120 O-B S-A "'-J SAME' AS L-H REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS 8TM CHORD . CONTINUOUS TRUSS SPACING 24.0 IN. LOAD CASE Itl LUMBER STRESS INCREASE: 15.ot LOADING LIVE DEAD (PSFJ TOP CHO 20.0 10.0 BTM CHO 0.0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT Les IN-SX U8 J- 8 C 142' ] - 8 40.0 L A REACT LBS JJO WIDTH IN-SX J- B LEFT RIGHT HE'EL "N - 'SX MEMBR eSI PfLBSI MlIIST Mil 2 N'D TOP CHORDS K-H 0.4] 5' r 0 932 H-B O.H 487 e 2508 0 B-I 0.46 '14 T 0 -2263 '-J 0.49 "J T 226] -2494 J-e 0.43 '" e 2.91 0 BOTTOM CHORDS L.O O. J6 '" T 0 .1596 0-51 0 . " '" T 1596 0 51-A O. 21 '" T 0 .1468 ,,-r; o. )2 '0' T 146) -"0 E.e 0.22 '0' T '60 0 WEBS L-F 0.05 59 e 0 0 F.K 0.06 118 e 0 0 L-F 59 e L-K 50' e H-O 206 e O-B 499 T .... .57 e A-I 351 e "-J .22 e E-J "6 r DL.LL OEFL . 0.1'~ IN D.S1 LL DEfL . 0.02- c SRC-SPAN/160 SPAll/OEn 10L_LLI . 999 NOTES; t , 1. TRUSSES ~A.NUi".'C';URED 3Y CA.vIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO USC ITPr.as J;, :olOS.911. J. WINO LOADS. UBC.19U EO: TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYS1 WIND SP~EO - Iso MPH MEAN ROOF HEIGnT - 25' EXPOSURE CATEGORY . C OCCUPANC~ CATiGDRY - 1 .. UNBAL~C~D LOADS CHECKED IUNBLN LO rAC - 1.0. 0.01 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAO or 108 L 6. FASTEN TRUSS TO BRG L FO~ 12. LBS OF UPLIFT, WHILE PERMITiIN~ NO UPWAR MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO' BRG C FOR 93 LBS OF UPLIfT. WHILt PERMITTING NO UPWAR MOVEMENT OF WALL OR BRG. 8. FASTEN T~USS TO BRG A FOR 296 Las OF UPLIFT, WHILE PERMIT;ING NO UPWAR MOVEMENT or WALL OR BRG. PLATING CONFORMS TO TPI IGROSS A.REA METHOD) VERIFY PLATE VALUES WITH TEE-LOX CORPORATION GRIP BASte ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLuoes 15.0\ INCREASE TENSION 92~- '8' PLI PER PA.IR SHEAR 8)8. 412 PLI PER PAIR JT TY~E PLATE SIZE X y A 1070 J. 00 XIO.4.0 erR eTA . J010 5.00 X 5.60 CTR eTA e 2001 3.00 X 5.60 7.7 l.1 0 1050 LaO x ..00 CTR eTR E 1001 2. 00 X ..00 eTR eTR F H 1010 l. 00 X 4.00 eTR CTR I 1001 2.00 X 4.00 'CTR erR J 1050 J. 00 X 4.00 eTR eTR K 4100 2.00 X 4.00 eTR eTR L 4010 5.00 X12.00 eTR eTR Sl 1100 J. 00 x 5.60 eTR 0.2 FABRICATOR ~OTES: 1 JOINT ISI A IS A BEARIN 'POINT , Musr-rALL DIRECTLY ABOVE BEARING WALL. ....~ ..; " L. Hej '~ ~ .,~ t:"~<<-f3\STelT ~<>l ! -i(<t' NO. ~O ~ ~-60910419 B ..., STATE OF ."o~ "'lO'I'~'" ..j:r; ~". .c;. \J.ONAL ::,..... h/~"." APRO 5 1996 2-11-C4 12 .r-- !'(.4r -: 2 B1 J;<"= ~I . ... '-lC~OO I :;1 -I '" '.10-00 7-06-0B UniSt.r -- Version 19. 1.2 RUN DATE: 4- 5~96 PLATINC CONfORMS TO TPt (GROSS AREA METHODl VERIFY PLATE VALUES WITK TEE-LOK CORPORATION GRIP BASEO ON SYP LUMBER PLATES . 20 GAUeE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0' INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 8]1- 412 PLI PER PAIR NOTES ~ 1. TRUSSES MANUfACTURED BY'. DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (TPI-8S , NOS-'ll. ], WIND LOADS - USe,1988 E~ITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WINO SPEED - BO MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - .C OCCUPANCY CATEGORY ~ 1 4, UNBALANCEO LOADS CHEC1.:ED: (l1NOLH LO FAC - 1.0, O.Cl. S. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 111 LaS. 6. FASTEN TRUSS TO BRC A fOR 77 LBS OF UPLIFT, WHILE PERMIiT:NG NO UPWARD MOVEMENT or WALL OR BRG. 7. FASTEN TRUSS TO BRC 0 FOR 85 LOS or UPLIFT, WHILE PERMITTING NO UPWARD MOVEHENT OF WALL OR BRG, CSt SIZE LUMBER 1.15;'0 TOP 0.21 2X . SP.#2 1120 .TM O. ]B 2X . SP.'2 1720 WBS 0.15 2X . Sp.#J '.0 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS 8rM CHORD - CONTINUOUS TRUSS SPACING 24.0 IN. JT TYPE PLATE SIZE X Y A 2001 ].00 X 5.60 7.7 3.1 B 4200 ].00 X 5.60 cn cn C 4010 l.OO X 4.00 CrR cn 0 E 1001 , .00 X 4.00 CTR cn LOAD CASE f1 LUMBER STRESS INCREASE: 15.0\ LOADING LIVE DEAD (PSf'1 TOP CHO 20.0 10.0 BTM CHO 0 . 0 10.0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT Las IN-SX J II ] - a 0 40.0 A REACT LBS 313 WIDTH IN-SX J- . LEfT RIGHT HEEL orN 'SX MEMBR CSt P{LBS) M_1ST H_2ND TO. CHORDS A-E a .21 "8 C 0 -124.1 E-B o. 21 4J C .45' a BOTTOM CHORDS A-C 0.J8 '0< T a 0 WEBS 0- B 0,03 " C a 0 E-C 432 C CoO .232 T O-B " C DL.LL DEFL - 0.20. IN A.C LL DEfL < BRG-SPAN/l60 SPAN/DEfL (DL.LLl _ '75 ... -...~ . 'l\ L. He; . ."q "oS' -<<.ZG\S T~-9 '%, ( ~A NO. 'd" I 60910419 V \ ..., STATE OF '%:~~ "~P..r!:..~~..J.t!' f),,'\, ~qf)"'.~l e.\~~.J. *.. ~ ~~';.', APR 0 5 1996 2-11-15 1 12 .r- 2x"':::- o ,. 2 ~E UniSta~ -- Version ]9.1.2 RUN DATE: 4~ 5-96 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE. LOX CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-40' PSI PER PAIR INCLcrDES 15.0' INCREASE TENSION 922- 688 PLI PER PAIR SHEAR IJ8. 472 PLI PER PAtR NOTES: 1. TRUSSES MANUFACTURED ~y CAVICSON INDUSTRIES 2. ANALYSIS CONFORMS TO uac (TPI~S5 , NOS-9ll ~ J. WINO LOADS - UBC, 1988iEDITN TRUSS IS DESIGNED AsiA MAIN WINO~FORCE RES SY5TE~ WIND SPEED. 80 MPH MEAN ROOf HEIGHT - 25' EXPOSURE CAtECORY ~ C OCCUPANCY CATEGORY - 1 4. UNBALANCED LOADS CHECKED (UNBLN LD FAC . 1.0, o.Ol. 5. ANCHOR TRUSS rOR A TOTAL HORIZONTAL LOAD OF 16S LBS. Ei. FASTEH TRUSS TO BRG A 1 FOR 81 LBS Of UPLIFT,: WHILE PERMITTING NO U~WARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG C FOR 8] LBS or UPLIfT, WHILE PERMITTING ~O UPWARD MOVEMFNT or WALL OR BRG. csr SIZE LUMBER 1. 15 FB TOP O. lB 2X . SP-.2 1720 BTM 0.36 2X . 5P-.2 1720 WBS 0.13 2X . SP-,] ..0 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD . CONTINUOUS aTM CHORD . CONTINUOUS TRUSS SpACING 24.0 IN. JT T'iPE PLATE SIZE X Y A 2001 3.00 X S .50 7.7 J.r B 4200 2.00 X 4.00 CTR eTR e 4593 3.00 X 4.00 2.0 1.5 0 1001 2.00 X 4.00 eTR eTR LOAD CASE fl LUMBER STRESS INCREASE. 1S.0' LOADING LIVE DEAD CPSFJ TOP CHD 20.0 10.0 B":'M CHD O. 0 10 . 0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT Las IN-SX 320 3- 8 C 40.0 A REACT CBS 320 WIDTH IN-SX ]- . CEFr RIGHT HEEL OIN - 'SX MEMBER FORCES (LOS) TOP CHOReS A-O 355 e D-B .. e BOTTOM CHORDS A-C )]7 T WEBS D-e ]or e e-B 11] e ~ DL.LL DEFL - 0.18- IN A-C LL DEFL < BRG.SP~/)50 SPAN/DEfL (OL.LL) . 518 APR 0 5 1996 5..11.l0 E ",x5.S= 1 */s 7.0).01 I 14-07.00 14 .07.00 .6:;:: o 4xS.'= 1-0J.08 I ~I ~ uniStar -- Version ]9.1.2 RUN OATE: 44 5-96 PLATINC CONFORMS TO TPI (GROSS AREA METROD) VERIr~ PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASEe ON SYP LUMBER PLATES - ZO GAUGE. ST.20 GRIPPING 515.409 PSI PER PAIR INCLUDES 15.0t INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 138. 472 PLI PER PAIR ............... . 2.P!..Y TRUSS. ..... ..... ..... CSI TOP 0.15 BTM 0.17 was 0.54 SIZE LUMBER 2X "' SP'.2 2X , SP.1l 2X 4 SP'll F8 1500 usa 850 LATERAL BRACING: TOP CHORD '. CONTINUOUS BTM CHORD . CONTINUOUS TRUSS SPACING 24.0 IN. JT TYPE PLATE SIZE X Y A 2001 4.00 X 5.60 ,.. ] .. 8 3010 5.00 X 5.60 CTR 2.] C 2001 4.00 X 5.60 ,., J .. 0 1010 4.00 X 5.60 CTR CTR E 1010 4.00 X 5." CTR CTR F 1001 2.00 X 4.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR LOAD CASE 11 LUMBER STRESS INCREASt: 15.0\ r.OADING LIVE DEAO (PLFI TOP CHO 40.0 20.0 8TM ~He 272.5.292.5 TOTAL 312.5 312.5 625.0 SUPPORT CRITERIA JT REACT wIOTH JT Las IN.SX 4551 ]4 8 C A REACT CBS 4557 WIOTH IH-SX J- 8 LEFT RIGHT HEEL llN - iosx UN - 105X MEMBER FORCES (LBS) - EACH ny TOP CHORDS A-r ' 2524 C F-B 2482 C 8-G 2482 C O-C 25H C BOTTOM CHORes A-E 2019 T E-O 1384 T o-c 20B T WEBS F-E ., C E-B 1551 T 8-0 1559 T O-G " C CL.LL DEFL . 0.0'. IN D~C LL CEfL . 0.04- < BRG.SPAN/J60 SPAN/oEFL (CL.LL) _ 999 NOTES, I 1. TRUSSES MANUr~CTUREO S~ _ DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO USC (TPI-85 " NDS.9ll. J. WINO LOADS - UBC,198a EDITN TRUSS IS DESIGNEe AS A MAIN WINc.rORCE RES SYSTEM WINO SPEED - 80 MPH MEAN ROOF HEIGHT i- ~5' EXPOSURe CATEGORY - C OCCUPANCY CATEGORY - 1 4. PREVENT TRUSS ROT~TION AT ALL BEARING LOCATIONS. 5. FASTEN TRUSS TO BRG A FORII02 LBS OF UPLIfT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C rORll02 LBS OF UPLIFT, WHILE PERHITTING NO UPWARD MOVEMENT or WALL OR SRG. ,. GIRDER CONDITION: COMMON GIRDER TYPE. TIE-IN TRUSSE~ ON 8TM CHD WITH S'AN or 29.250 ft. 8. USE PROPERLY RATED HANGERS FOR LO~S FRAMING INTO R TRUSS. 9. 2 COMPLETE TRUSSES. REQUIRED. FASTEN TRUSSES TOGETHER wi 10d NAILS AS EACH LAYER IS APPLIED. STAGGERED AS FOLLOWS MEMBER ROWS SPACINC(INl TOP CHO 1 12.0 8TM eHO 2 9 . 5 WEBS 1 12.0 PLUS CLUSTERS OF NAILS SHOWN, PLATES ARE fOR EACH PLY APR 0 5 1996 2 - 0' ~ 10 12 .r-- 1 B1 Q C 2:c4'1 ~~ 6-08-00 6-08-00 6.08-00 ::> UniStar -- Version J9.1.2 RUN DAre: 4- 5-96 CSI rop 0.60 8TM 0.20 WBS O. 07 REPETITIVE SIZE LUMBER 2X -4 SP-.2 2X -4 SP-'2 2X -4 SP-'J MEMBER STRESS 1.15F8 1720 1120 980 USED. PLATING CONFORMS TO TPt lGROSS AREA METHODl VERIFY PLATE VALUES WITH TEE~LOX CORPORATION GRI? 8ASED ON gyp LUMBER PLATES - 20 GAUCE $T-20 GRIPPING 51S-~O' PSI PER PAIR INCLUDES IS.0t INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 838- 472 PLX PER PAIR LATERAL BRACING: TOP CHORD - CONTINUOUS 9TM CHOKD - CONTINUOUS TRUSS SPACING 24.0 IN. '}1' TYPE A 2001 B 4200 C 4594 PLATE 1. 00 X 2.00 X 2.00 X srZE 5.60 4,00 4.00 X 7.7 CTR 2.0 y 3.1 CTR 1.7 NOTES, 1. TRUSSES MANUFAC7UREO BY _ CAVIDSON INDUSTRIES 2. ANALYSIS C~NrORMS'TO UBC (TPI-85 " :iOS.91). ]. WINO LOADS . use.lulI EDITN TRUSS IS DESICNED AS A MAIN WINO.FORC~ RES SYST~~ WINO SPEED - SOMPH MEAN ROOf' HEIGHT ,- 25' EXPOSURE CATEGOR~ - C OCCUPANCY CATEGORY . 1 4. UNBALANCED r..OACS CHECKED (UNBLN LO rAC . 1.:0. O.Ol 5. ANCHOR TRUSS FOR ~ TOTAL HORIZONTAL r..OAO OF 1)8 L8S. 6. FASTEN TRUSS TO BRG A FOR 70 LBS OF UPLIFT. WHILE PERMITTING NO UPWAAO MOVEMENT Of' WALL OR BRG. 7. FASTEN TRUSS TO aRG C . FOR 69 Las or UPr..IFT. WHILE PERMITTINC NO UPWA,AD MOVEMENT OF WALL OR BRG. LOAD CASE U LUMBER STRESS INCREASE: 15.0' LOADING LIVE DEAD {PSF) TOP eHO 20.0 10.0 BTM eHO 0 . 0 10. 0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH ~T LBS IN-SX 266 3 - II C 40.0 A REACT L.BS '" WIDTH IN-SX J- . LEFT RIGHT HEEL OIN - .SX MEMBER FORCES (L.BS) TOP CHORDS A-B 71 C BOTTOM CHORDS A-C J6 C WEBS C-B 200 C oL.LL DEFt. . 0.27. IN A-B LL DEFL < BRG-SP~/360 SPAN/DEFL (01..1.1.1 . 291 1996 t1h M/IHO'ME~ 8465 Keystone Crossi, - Suile ,. IndianapOlis, Indiana <62' (317) 25403: HALLMARK, IL\LLHARK REGENCY G SHOh'CASE SEr,H:S STAND^RD HE-\TING ^/lD COOLING SPECr nCAT [ONS T/1" /lo~Cing Subcontractor undarstands that the /lV,\C System and baso price is based U!JOll our All Electric standard house specifications, (including the Je signatod standard foundation type), which will inclUde R-35 cuilin~ insulation, R-13 ..'olls .dtll insulated shaathing, and R-Il four foot drape on the basement walls, ~ir infiltr~tion p~ckage and thermally broken windows. The He.tin9 Subcontractor agrees that his base price inCludes on .loctric;furn.ce and I]OJt pump of th" spccifici sizes, all necossary dUlt,,'ork re~uHed fo=: c~il- in,)s of al1Y and all hoi9hts "nd supply rUns to all "a,lk-in clo",,,,, Oil OlltSH'" "'.111", "~.)istc,'" .nd 9<"i11." (inClurling indi"idual retu,-n .,,>: <h,,,l.'; in eI", 11.,11.,,,,:, IIcgollcy and SI,o,,'case Series ",odals only), dryer v""ti"<] , tOC1pol'ary the":10Hats during lIinter months, tha covering of all duct OI",nil1<]s to 011- "'il1Mo the infiltration of "eb<"is duril1g construction. bath ton v~IlLill!.l Lii,',,<:uy to the outside ""th seperate wall cover or roof lou,,.r, furnac,," s"t during rough-in stage as required, non-insulated duct h'ork in all non-conditioned a,'cas includin<] ere,,} <race, d''''!,crs on all Sll~rly runs. low v'dl:MI" "iring, "II JC'i,,,.,,,1 pcr.."i" , lice"",," ",,,I (oos, pricc Pl'otectioll tlH""'I/' "II :;"le"'I"1l ,ilcot" rcceived ,,'{ Deccmber 31. 1989 and year ,'ound, 2~ hour, C"\~"~"nc'l SO<ViCc thro~ghout the w~rren~y peritd. All uork shall be installed per the Heating Su~contractor's layeut, in a ~ork~an j ike ""nn"r, in strict cO"'l'liance .dth any and all arrlicabl.. codco. rule<. rCCJulations and ordinances so as to provide dnd gua["antce a 75. t~r.lpccaturt! diffc,'once on heating and a 20' te"'perature difference, on cooling for each of thc "'o~al ho;nes inClUding the balancing of the'system, tha lnsulation of " nel< furnace filter at the end of the construction reriod and" ",inimu", ',,'arrent'{ of one (1) '(car 0." all parts and lahot"', fi'.Ie (5) ye.lrs .on tl;~ CO",!::L'cssor .1nd One '1) ,/CJC 0,' tne fu["n~ce. t1h Mil HOMI MLLHARK, HALL/'lARK REGENCY' SHOliCASE SERIES 8465 Keystone Cro, SUitl IndianapOlis, Indiana ~ (J 17) 25.\. SPECIFIC PLUHBING SPECIFICATioNS 1. All soil lines, stacks and Vents shall be PYC Plastic with J" risers ' to the 2nd floor C. I. 2. furnish and install plastic laundry bo, (dryer venting by others). J. furnish and install 2" floor drain to sump pump (delete and issue credit if not applicable). 4. furnish and install 2~" anti-freeze sillcocks. 5. furnish and install 1 Zoeller #53 Sump Pump with su~~ line stubb~d Jl beyond foundation if not a~plicable. (pit by others) with (delete ~nd issue cred~t I I ~. Provide ~ny ~nd all plumbing work for electric furnace, heat pump d~d electric water heater. 7. Provide r~ugh-in and prepare for hook-up of 1 icemaker. 8. furnish and install 3'1 radon vent fro," basement, stub to attic & cap. 9. furnish ~nc install ~dter heater venting to furnace flue install~d bl' otnen. 10. Install dishwasher hoa~ up only. 11. All bac~fill, lav tops, uishwasher and dryer vents to be installed by o:hers. FIXTURES 1. Tub-Americ3n Standard 5' stee~ (colored) or equal with ~Ioen Chateau fixtuc,:,s C!nd trim. 2. ~ater Closets-Cerber ~71-212 &longated Closet Combination Color or equal. J. !.av Trim-LaQ tops b~1 others with Hoen Chateau fixtu.res anJ t;-im. 4. Kitchen Sink-Elkay CM~-JJJ2 D.C. Stainless Steel Sink with Haen Chat.au fixtures, trim and sprayer. 5. Shower Base-J6- x J6"(or designated size) molded stone sho'"er base with Moen Chateau fixtures and trim. 6. Ois~osal_ ;191 lihirla\1ay .Disposal or equal. 7. Hotwater Heater-A.D. Zwith 52 gallon electric hn. w..._ .... '~ t1h Mil HOMI HALLHARK, HALLMARK REGENCY, SHOWCASE SERIES 8465 Keystone Cro~ SuilE IndianapOlis, indiana 4 (317) 254.' ST~OARO PLUMBING SPECIfICATIONS ... GENERAL SPECIfICATIONS: 1. All required per",its, fees, licenses, etc. shall be obtained by t~e Plu~bin9 Contr~ctor ~nd'shall be included in his base bid price, I 2. All work shall comply with any and all applicable local, state and national codes, regulations, rules and ordinances. 3. All open ends of pipes and drains shall be temporarily se~led to prevent infiltration of construction debris. 4. 4 .. to PVC Soil Line shall be stubbed to sew~r line installed by others. )1 beyond I I fyundation Or connected 5. All ~ater supply lines. shall be copper with 3/4" water line stubbed ]' beyond foundation or connected to water service line installed by others. 6. All base bid prices shall be based Upon the designated .standard All Electric house .plan (excluding any oPtions and/or extras) including the stallc1drd fO~lndalion lyp~ for each specific plan. 7. The number of :ixtures and/or appurtenance may vary accQrding to eft~h standard house plans 'exclud.in.9...,?ption). The Plumbi~9 Subcontractor waccdn~s that his base bid price. includes all fixtures and/or appur- tenances.required for a co~ple~e jOb .of ~lumbing. for eaC}l standard house plan. 8.. The Plumbing Subco~tractor shall keep the jOb site cle~r of all related ,Ieb=is. in desi9n3t~d are~ ~nd I)room s~ccp I\ousc as may be retluircd. 9. Base bid prices shall include a minimall year warranty on all work- manship, parts and labor. rou \11\ ~ .....~.,\ ~;, ou 0 .C~ ~t.'. ":1 h'~" ~n~ ~'DO.'6 'u \! It liCH nIJ';Ql-CHllll)TTi 't'L!1CH ~ Wa-I\A.. ,~!,." II.~~ r ~\\:~~i:l . "nU""OllS I~OIt \ t W WkiW M/g}.{lOME~ 0<65 Keysl~ne C,ossl, Sulle \- Jndian2polis. Indiana <52~ (J 17) 254.0J: Ic'.!.LrlARX.. 1~.Lr.11,\Ri( REGEI;CY G SI!O;,C^SE SERIES STA)/D~~D (I<.LL EI.ECTRIC) D,ECTRIC~ IIIRING S?[CIfICA'i'rOIl~ , 200 ;,:,''Y !ervice 120'/ t'ut'n~cc Ci";C\llt 220'/ :\ic Conditionin'J Ci~cuil: ... 220V ~.n9' Clfcwit 220~'D:)'er Circuit 22 Ov lJ~ ~ e r Ii ~.t!: :: erC.i r'c u i t 110'1 l/iring lor Sur..p Pl.!r.'lp 110'l Circuit io~ 1'lashe~ 'llOV Circuit fe: Dispos~l 110V Circuit lor Dish~!sher 11~~ Circuit fo= ~ln~c Ecod 11a~ G?l ?ro~ec~ion ?~! Code !-.'eltht!cpcoot' :leco!p:'~c!cs-?e:: PJ.a,n $:;,o.'<e D~c~ors-?o!! '?1~i1 ,~ Code E~:h r~~s-?e! ?lli1 . Dt~nllln Light CO;;'lb.inz~.io:1-Pe1.- Plan ?o:col!L~.i., 7yp~ ?ix::'u!C!s-?'e.c Plan 1 Cni",. ] :~!e?~c~! ?=f~ires ~i~~ jec~s J Ceb!e ?e!evision Pc~~ires 110v'.:lcCi:.:J~tcla..:o!' Ctrt~c Door OfJ~r.e~ J l r. d .; -l':ll S .... i ~,:" e s - ? e r. ? 1 ~ n :!ecEssed !...lg:~:'s (',..ith T:-in (" !..Z:7l?s)-Pc;" ?lo.!:1 Ins~t!.!t~io;l cf r.iQh~ ll':<turcs-?cr ?ltn OFe;,inss-?er ?.!In 110V "driil!J fa: ?tcdle'/tn-?cr Plzn 1 ! 0'1 \.: i ~ i n 9 t 0 ~ l n din 5 ~ . ! 1 " c i 0" 0 ( (1) Y. r d Pose L i 9 h t - Per r: 0 use ).11 :::.!ec:.:ictl :'=lrr.1.i~s, !..iceilses , lees .. 11'\POIlT)':;7 /;o'n:: .t:~,~ ::!~c~ric~!. Subcont:c~ctor Ur.dCL.Si.:~;Hls th.::'t .in :>U."7",C ins~-=nce:;, the: ....dr:ir,g dit9!"t0 s:-.c..;" 0:1 vtrious r..odel plc!ns (j\~Y be ir:cor.lplc.tc, ir."lpco!,c!"ly loc.1ted ,t,ld/or no::' in co:;-,pl.l.ar.ce \li.th local codes .t!s sor.:c a.ce currently being enlorced. l'r:e i:lec::.:~cal Subcontr~ctor .agrees thllt the !Wiring included in his base price '.,ill CO.7.?!Y 'Ji::h ~!l .a9?lic~blc codes and the intent of ....'icin{J sho....n on l7lode! plt;lS ~ntJ "ill p:"o......:.~e ou~ l!or.lcb\l)'er ......ith clC!ctric~l o~cn.inl)~ {i. e..: S\.Iltchcs, Outlc.:s .end \':11 otr.er devices} vhi.ch [unction cocccctl,/ ~nd <:L.C pco?c["l'/ located. ,.. IncludIng hi!?" vol:'egc \Ji!'Ing frGr.l the Incter.lol" \.iall to the condensor{including e~tcr.ior diJconnec~). '; ., ., . ca.D~!n:ci"~i\':;,:l. c,;:~,' CI ~l~J ~: l'h':!\ .... i~.l'. :.) ..l' i ,I,LQ H..,,: :t.1\e..I::' ' C if ~,H or; l.'I.tW'". ~. (.4..011.'" . ."I~ ~Yll1l i ,-'.'U ~ ~ ~ ; l'O:l,,' L'OF i. I."):~SJ. 6 . '. .. '...:..... .. .;_.~~~t.r~;;~~~~~~.~::.:..:: -.;....1..... .' ': ~..: ;',. ....... ROUGH FRAHIHG SPECIFICATIONS This document defines both HII Schottenstein Homes, Inc. ~~d the framing subcontractor's responsibilities in the. framing phase of construction. It is intended as a gUideline that will define HII Schottenstein Homes, Inc. standard of quality and profeSSIonalism. The framing subcontractor's work will not be considered complete until all specifications here-in contained are fully ~et. Schottenstein Homes, Inc. Responsibilities: 1. Provide subcontractor with an accessible backfilled foundation r~ady to frame on. I Provide a complete set of blue prints indicating any optibns, changes, rough opening sizes and any other pertinent informatibn. Provide all framing material required (excluding nails) through a local supplier. Provide electrical power within 150' of foundation. HII Homes' supervisor will check wit.h frame carpenter a day to answer questions or interpret prints, and sllorc.agc llst, HII GENERAL SPECIFICATIONS 2. 3. 4. 5. at least once get material Subcontractor Responsibilities: 1. All work to be done per established bid price, establ ished option price or "extra work order" including scope and price of extra work issued and approved by supervisor. , All options and extras to be invoiced separately from standard bid. 3. All labor, tools and equipment required to be prOVIded by subcontractor. 4. All "ork to comply "ith the f011o"ing framing speciflcat.ions.' 5. Subcontractor is respon51ble for protecting materials during the framing phase. 6. Costs for losses incurred due to subcontractor neglect, misuse or irresponsibility "ill be deducted from bid. 7. Subcontractor will return to do supervisor's correction completion punchout checklist at supervisor's request. Check foundation for correct dimensions, square and level. Install all beams level and .straight (string side to side and front to rear). ShimmIng in beam Stanchion posts adjustable base flange. systems 1. Sill sealer will be inst.alled at all locations indicated on at.tached drawing. Foundation l. 2. 3. 4. Floor fRAKING SPECIFICATIONS pockets to be done with steel shims. to be inst.alled plumb on solid bearing down and t.op tabs tightly wrapped around with beam easement 1. Exter-ior- 1. 5. 6. 7. B. 9. 10. 11. 12. 2. Sill plates to be tr-eated mater-ial, install..d 51B" inside foundation to allow for- insulated sheathing, with foundation str-aps Pr-oper-ly secured. Install joist system per provided layout. All joists to be cr-owned up with excessive cr-owns (3/S") thrown out or- used for- blocking. All joists to be toe-nailed into sill plates and beam plate wIth (3) Sd nails at each end and laps nailed. , Bridging to be installed (properly separated where crossed) with (4) nails each and kept above bottom of joists. I Solid blOCking to be installed above all bearing points (beams or bear-ing walls) except where cantilevered over. Subfloor adhesive to be applied at the rate of (1) 32 oz. tune per- two shee ts of sunfloor. I Subtloor to be glued with both surfaces clean and nailed per nailing schedule one sheet at a time. I All joints, both T&G and butt, to be glued. Bun joints :to be blocked trom below. 3. 4. 5. 6. 7. S. 9. 10. 2. 3. Stairs Maximum rise to be 8-1/4". diagram) . Install tr-eads with (3) 16d nails per side through str-inger. Install stairs with (3) 16d nails per- side thr-ough stringer into floor system. If stairwell has Sidewalls, nail str-inger into each stud with 7/16" shim between tram underside at stairs. Minimum headr-oom fr-om top of str-inger- to any obstruction .is 6 '-S". Check tr-eads for- level. Stair-s to be hung tr-om floor system with (4) 2X4'S in winter (it no basement floor-). Install (2) 2x4's per side of basement stairs withou~ sidewalls, one at bottom and one approximately 4' back from handr-ail.mounting. i Hinimum effective tread to be 9,,1 (see I 4. 5. 6. 7. S. 2. Walls All exter-ior walls to be studded 16" a.C. with double top plate (all 2 story houses with walkout basements to be 12" a.c.). Headers to be size indicated on print or cha',t, with solid 112" plywood in middle. All walls to be square and plumb. All exterior walls to have diagonal wind braCing installed at corner-s or- t-ply it window or door openings ar-e too close to corner. Sight all studs and put bows the same way. Exter-ior wall corner-s to be 3 stud as diagr-am. Window rough openings to be per supervisor's dir-ection. All Sheathing to be installed with cap nails at perimeter 12" a.c. (stapling permitted in field only). All Sheathing vertical butt joints to br-eak on studs. All sheat.hing joints or breaks to be taped. Holes are to be filled and t.aped. Fireplace openings per det.ail. Garage door openings to be correct size, square and per detail. 3. 4. 2 13. A continuous bead of '?lue to be applied at all bOttom plates tc subtloor. Windows and 1. Roof Interior 1. 4. 5. 6. 7. 8. Stall's 1. 2. 3. 4. Doors All windows to be set per manufacturer's instructions, plumb and square Ih th exterior nai 11ng flange taped. All wood 1I1ndows to have 1/2" inside revealed for drywall. All doors to have aluminum flaShing underneath. All doors to be set plumb, with a 112" reveal to inside for ~rywal1, shimmed at 3 places on each side jamb and nailed with 16d galvanized casing nail~. and install long screws provided for top hinge. Doors shall be checked for Square by CheCking for even' margin between door and jambs along top and sides, . On aluminum windows, sills to be set in glue with into rOom. IHndow side of sill to be stuffed before installation. 5. 6. I 1-1/2" projecting '-ith sill sealer System 1. 2. 3. 4. 5. 6. 7. Set trusses per tl~SS layout. All tru~s~s and rafters to be nail~d per ~ailinQ schedul~. Gal)le ends and trusses to be braced, per the manufactur~r' s instructions. Install Ix~ catwalk abov~ ceiling joist full length of roof system. Roof shedthing to be installed with H-clips (l pel' e,1ch bay). Roof decking to have a 1-1/2" to 2" ga~ at pedk for ridge Vent. Truss talls t.o be aligned and straightened before 1>:6 subfascia is lnstalled. :,,,6 blockln') IS re<!uired betlleen studs at roof lln.-5 to a1101' foc ln5tallation of step flashlng. Slocklng is required b.-tween studs at. ceilina lines of cathedral and vaulted ceiling for fireblocking. 8. 9. 2. 3. Wa lIs All interior wall studs to be 16" O.C. and stacked over and under floor ]oist.s IIhere possible. Sight studs and put bows the same way, , Install (3) flat cross blocks between exterior lIall studs where int.erior walls int.ersect Isee detail). Install 2x4 flat hlocking bet.lleen trusses every 2Q" avec lnt.enor partitions (see detail). Door headers on non-load bearing walls can 2x4. Door headers on load bearing walls to be 2x6. Hedicine cabinet rough-in to be 14" wide and IS" high. Top of rough- in t.o be n" NT and rough- in t.o be no c lose I' t.han 3" from ins ide corne r. SOUom plate of j01St.S are to be are to be nailed int.erior walls that run perpendicu lar to nailed into joist.s only. Halls parallel to int.o 2x4 flat blocking under subfloor every floor joist 24" . Set stairs with treads level. 3 Chrl5 Chonnoll. PE Research 8nd 08.lon 3 Eoalon Oval, SUllO 220 Columb"" OIl 43219 PhonoN 814.418.8088 FaxIl814-41a.8373 n.: Fro...: Fax: Phone, ' 1"l1li'" 3 Date. 2f6I20Q2 Ro: Discon~nuous Sill Plate D8tail ee, , . D U'1Ient X fDr Your Use 0 Pl...1I Commont 0 PI.... Iiteply 0 Plo... Recycle Dave; Please find attached two details for the discontinuous sill plate condftlon. These dalalls provide for load transfer across a break In lha sill plate. Aocordlng to the 2000 Indiana RealdentiaJ Code, SlICtion R403.1.6 requires Yl" diameter anchor bolll within 12" ot each break In the sill plate section. This stipulation Is so that shear wall forces and uplift reslstanoe oan be controlled. I hava designed the new d9lal1s ao lhatthe aill plate connllCtors WlU adequately transfsr bo1l1 shear wall forces and uplift acroas the sill plaia as required so that the "shear walr section can act together dispersing the loads to the typical anchor bolla or manufactursd sill connectors. If you have any ques~ons or oomments please feel frae to contaat me. O1ris Channell NAIL ADJACENT END STUDS IN PRE-FABRICATED WALL PANEL CONSTRUCTION WITH l6d NAILS AT 6" O,C. Sn:lGGERED. TYPICAL AT ALL DISCONTINUOUS SILL PLRTE SECTIONS. 2x STUD WALL, TYPICAL 2x SILL PLATE PROVIDE 1 1/4"x12"xlB GA. STEEL PLATE: WI :3-10d NAILS EACH END OF PLATE (TOTAL 6 NAILS) AT EACH BREAK IN SILL PLATE SECTIO~ PLATE TO BE INSTALLED ON INTERIOR AND EXTERIOR FRCE OF SILL PLATE. NAIL HOLES TO BE PRE -DRILLED. (SIMPSON C51B COILED STRAF' CUT TO LENGTH IS ACCEF'TABLEI. DISCONTINUOUS SILL PLATE SECTION DISCONTINUOUS SILL PLRTE DETRIL 3/4"=1'-0" PRE-FABRICRTED WRLL PRNEL CONSTRUCTIO~ Mil SCHOTTENSTEIN HOMES, IN( RESEARCH & DESIGN DEPT. DATE: _ 3 EASTON OVAL, SUITE 220 COLUMBUS, OHIO 43219 .1 - . --" -- . ~~ ~u Uc ~ 2)( STUD \..IRLL TYPICAL COMMON WALL STUD OVER BREAK IN SILL PLATE. WALL SHEATHING EDGE NOT TO OCCUR RT THIS POINT. 2)( SILL PLATE PROVIDE 1 1/+")(12"x18 GA. STEEL PLATE WI :!-lOd NAILS EACH END OF PLRTE (TOTRL 6 NFULSJ AT EACH BREAK IN SILL PLATE SECTION. PLATE TO BE INSTRLLED ON INTERIOR AND EXTERIOR ~ACE OF SILL PLAT~ NAIL HOLES TO BE PRE-DRILLED. (SIMPSON CS1B COILED STRRP CUT TO LENGTH IS ACCEPTABLE). DISCONTINUOUS SILL PLATE SECTION DISCONTINUOUS SILL PLRTE 3/4-"=1'-0" CONVENTIONRL WRLL FRRMING CONSTRUCTION Mil SCHOTTENSTEIN HOMES, INC RESEARCH & DESIGN DEPT. DATE: 2.-/. -0 2 3 EASTON OVAL, SUITE 220 DESIGNER: COLUMBUS, OHIO 43219 LOCRTION: )NONl/th4P/1W. ),v t1h Mil HOMES ZtI'D!.lSJ..?O!..IS D!VISION STJ.SD"';<:J It;SU!....TIO~ SPEClnC)'TIO~S - ~O:~T:O~ ~~~ D!SCR!?T~ON ~~s~~:~~s ~~~L:- ~1. ~~!!ce~ fi~er92~ss b~:ts covered ~ith :2 ~il visC:..Jee~ v~po= ~z==ie= "I 00"'71 0:'1 all outsi.de b-ase.:Tle.~t ","~115 (e.xcl\,l~i:i2 ;a=ese). C?~~~ !?AC~ ~)~~S- i~ those mcdels in ~hic~ a rul~ Cra~l S?~ce (:CS) ~s ~::e 5-':1.:::~a=d !c".1:'lc!a~io~ t).;>e, 6~. y.=~!t :!eced batts in floc: j~ists wit~ 3~. k=a!~ f~ced bat~s ~:iction fitted i~- to c=!~l !?ace jois~ e:i~s. ::1 ':.~c!e ;:'Io~e!! i~ ....~ic::; a C=~.....l S;J!ce wi!.h ?a:'tial Sase..~ej]":: {erB} ':5 t~e s,;:a:1~~:-~ ;o\.::1cz-:icn ty?e. 3~. \::1!aced fibe:-glass bat'ts.cve: 2 rr.il v:.s'~.,>,;:ee:'l ba==ier c:aped dC'\o";l ....all Ol,;t onto ;rave! .ith ~,. y.r!~': faced :et':.s friction fitted into c~ewl s?ace ~~i!: e~cs. EX1':E:R!C'~ ',.,,t.l!.S- ::,- ~:'l!~ced !ibe:gl.ess ~at~s co\'e.:'ed ....ith 2 ;:",il \''::s~.:ee:1 \'~?c:" ~.!==ie:" 0:'1 all e.x~e=:.o:" ....a.l!.s. 5E?~~~~:~~ ~;~~s- ;~- k=~~: :~ced ~:~e=~lass ~a::s O~ ~!l ... ..'o!.!.ls .::e.;:.a=a::.::; ~:;''':5e ~:"l~ ~~=.!;e. Gol.;';.,! C!:!.!r:cs, C~:-!:~.:Z~S ;s=' O"'Z7l~_:'...!,G$- 6::- :o:;:-aft ~acec !ibe=;:a~s bf::S C~ ;~=a;e cei:i~Ss. ca~:i:eve=s e~d cve=- ~~~Ss ~elc~ ~ee:ed :ivin; ~=e~_ ~.~::: 1o.'.~":"!..S- 3~. K:.!:: .faced .f.:~e=gl~ss b~:t.s C:1 ell '_""lee "'alls. JOIST ~;JS ~},'J 3!.OC.I(-C:!'S- 0:1 ~ll jois: e~~s ~~d block e~. k:'a~': c!!s. faced ?ibe=gla~s bttts VA:"'!.'T!:) ),s!) CJ,,'!":--::::~::=.;...:. C=:!!.:!!:GS- $~. '-:a~t !.ece~ :i~e=9!c!s bat~s C~ all c~~lc~~=:e ce.::i~; a=eas ~it~ ~a!:les G~ all ': :--":5 5 e:-:c.s. F"!.).7' :=~C;,')..=!..:: C:::Z!.!:,GS- ~;Jp::cxirnately 12- (~7 .. bags/1000 S.F.) c! blo..;, =ock 'w'ool ins'ulation on ~11 flat (blo....eble) ceili~S ~=e~s wi:~ ~~!~les a~ ~ll eaVes. :-HER~~~ ?ROTECTIOS- c~~?lete ~~e~al e!ficie:1cy se~l~nt ~ackase i~cludi~g c~~l~i~g e~d/o= ?olyeu=eth~ne [oim sea!~~~ ~, ~ll e=e~s e~d co~C~:io~$ ~=c~e to ~ir ~iltra~io~. "!'hese ::'~se ?=.:.ces e=e gooc:. -:':-'.;-'J Oece..-;1~e= 31, 19!9. !NSUL~TION S~5COST^^C~CR !l:: :....T.::: . .... ~ 5.55 Key'lone Crossing Suile "5 fr'C';cr,c;,cl:s, lndic.na -'52':0 (17) 25~.0335 x-'.'..u..UE: R-ll il-19 I\-U :=:-21 R-)3 ?:-!J ~-19 ;:\-13 R-H ;:\-::0 R-J5 E -J " ~~Io!. ., .'1, ~.~- . I . ...----- : .._..-......~ , : . -" '. J - .. " 0 - .. I ; ---.' Jr- . ----- , .---- - -. ., .----- :1 '-- ;. -----.. , .=:... , , ~. I , : .. .~-~ :j " "--.... ; ~ .-----.. I .---. " ~ r A E I ~.. ~. .. , , -------- . ~ " ~' " . ~ " --.::::= ~~. :.;.. .;.. -------- .' It --- , , .---.. t - . ~ .~ . ~ ~ & >! -----====: .. " I .~ .~ , ~ I ..~ , ~~' .. ", , .. , , ,=.1 '- A B B G c H c D D To F . ~ VINYL SIDING R-19.26 ALUMINUM SIDING. R-19.41 I 1.;ljEI~:I~ ~ '. . .', ..-\. E I; :i~:iL3 .,~~n "'-, '"' ._----/., I.':"~:I :.:~.~~I' J -. .. --1.1 l.i21~;'.1 ,!;,-"L -" :., l-iU'-~ ['1; I . r.:'-- " .. :/ n'l:t:=,::::-:-I:' -~. .......- I.t ~":)i'l :'JI:<-=. ij 1--_-1'1 , ,. I . '~~~ ..'"l c ~ kP&~'~~( I~~: ~" ~1?li A ~ '/////." -j I' -----I. I ", '/"'/"':..,~..../ ~ ----- ,', I 'B ";~"";:'j ~F=:::=I:'f K /;'02;:'1' ~i:I:::::::::::= r':11 c . .. ..../ ,------.. J', : ';~';",:' 'J ~l'" ....: L r'::'0~'>0')'I' f~q~--I'I D "////'.' '::'~"" ,'.,.' .' . /,/ c:i ,-- ./1 "..........., ':"1 -.'J ~ i~'..'~~': >;'j :I~'~ "'1 :'~,.., /....,.. ......- .. r <.:.:\? :)I'~ ::/ d,.. . .;.. ;:')'1 : '-..---1: . . . . '- . . . . ~ D WOOD SIDING R-19.85 -. BRICK VENEER R-22.01 !::sice 'S'..::-f~ce :-il::l -.65 3 . 112". Gy::.;'..!~ Bcn!'d. ":,,45 C ,Poly Vnpo~. Bn:rier. -KegJ. D R-13 I~;'..:Jntjo:l Enits -13.0 :s ,5/ S", F 0: 1 F n c e d FOB!:: S be n t biD g ~ 4 . 5 F. Outside Surioce Film nt 15 MPH Wind G A.lu!DiDu!:l Sidi:ll:' -.61 H Vi:!yl Siding -.{6 J. . Woo d S::: in l: \ ..: 1. 0 5 K 1". Reflec:ive Air S;>ncc ~2. 77 1:, 4" Brick -.14 , ..... ~.l 7 Mil HOMES \'JALL ASSEMBLY R VALUE ANALYSIS ':It 7:::;,0 r"T'tO'=ln +-........................_.....j...__ 9. APPL1CATI~ FOR PERM1T STATE ENERGY CODE COHPLIANCS ---------------------------- CITY OFFICE: __J~E~~~~~E!~~_________________ DATE: ----------------- ------------------------------ ------------------------------ ATTN! ----------~------------------- . - BUILDER r.:.e..~E: J~/! S:~Ctte~5:e!n ~c~es. !~C. --------------------------- e~5S Xe"sto~e C!~!5inQ. #1~3 --------------------------- T.....I;.....-O'l.S !,"",..I:.-. ..t'f."1 _ _.....:..'::i.:.:....:.-_..._~_ _'- _ ~..=:..:.::...._..:!.:.-:.. ~v_ __ Joe: -------------------- -------------------- -------------------- INSULATJON S?~C!F!CAT!ONS: -------------------------- EXTE,~lOR U;LLS HOUSE: 3.;" :::0::0 iit ::1-13 .~::~ 2 ,,",il Vi.~,"ce" U??E~OST CS!L!NGS FL~T HOUS::: '"' :;:0:".'001 =:C"." R-"; WALL S=:TwE=:N HOUSE &, GA.~GE: 3.;' X:.:: :eco~ ::>'-13 SLOCi<ING 8En..::E:N LEVELS: 6.:;;" ;'::~f: reed :>.-:9 CAT~:DR~L C=:lllNSS: 9 ., . , :,=~:-:. :t.C:E-~ ?-~O aRTTED FL"iT C:,L;~SS: ~.;" ;'::e:": :.co: :::-::0 ~.~.G=: C::1L!~'GS: 5.6- ;:=-c:':'~'~C'1 =~:'~'.j ::I:_~; c= ~.::~. :.:=~:: :_',Q (=-!;.::~:~ :"':".<::; ;.~c.!.) GAR..;GS EXTERIOR.WALLS: 3.5" X:.:: :.oed :;-11 CRA:..'L 2LOCi<lNG &< WALLSr 3.5' X:.:: :.ced R-11 ". GROL."'iD CR.4'.JL: ~ ,,",il Vi.<;,"..~ SAS::~E,"", L.:.;lLS U SLOC;{iN3: :;,5' ::io:'ic" ..- "'"C;. (51,:) :'I-l1 ..:.11. (;') J, 5"- :";=.e.~; ~-ll ::locAi."":; lNFlL.T':~AT~ ~ F.c.:<CAG::J :c:~.-:-.-Si~!cc.":e , Fi::'e:::!!ss WIND Tll--N~LS: He:' jois: .~C END WALLS: 3.5' ;~:e:: ::t-lj SCtlTTLE HOL::: 5.5- X:-e!: .~-30 SQUARE FE:T w,;LL ,c,RE.!1: SOL>;R:: FEET W1NDCW AREA; ---------- ---------- SIGNED: TITL!:: -------------------------- -~-------------------------- " a. , , , .l"lt-Cplaccs Ought to IVfalcc Builders' Homes Scll.Mof~..Not Cbst Mo ' "'," "c': I ""31'; why wcdcvdDpcd llle MDU ~I\d MDue And Oll.rMDUC Offers /;II.,.brCJ...(or builders. Our MJ:l).ScricJ firepl.ces Additional Comfort. ,." ~I d. d,,,,,.,, '.,'d", " Ci~ ,.. hi,. C""". y~,. r,.d d'''mi.r '!;, M" UC'i, , ,,,,.,, I I. · ""/: r,"I.I"" " · <on d,,, .",,, ,h"" ,~" "'." ,. p., wh,. ." ._...... or I." <i""b,..,, i, "".Cllve. Now, you can ni.e dIe va/ue..I'your hORlc. renuircd. Jr hu aU \he buile.in (c.rures And con.,. : ,1<1 lo\\'er IIle COil 2llllc lime limc. '/ .,advlLl'llale. or the MDU wilh anrJOClivc C',i/le'Uler allow room .ie-nowaround dlC fireUo%.I:n'C'Cltr:l call mcan CXlr:l nJe.. , The MDU Series Is Desigued to S:ive fCOOl Top to Bottom. Ere'YIlIing abour our MBU ,Serier il 'clcsi~lled to IIIl'ct.~Q.\1r neecl.. ~~ uvc oorour bOllOIll line, ,.:' ' \ "'ulder IheJC bll,lr',n builder fe~tllre~; " ,'.Luger Inch n&tnt Firebox. ^,vaibblc: in 3G"';'d ,/2. modc". ' , " FuJJy !lefractory.Lined \Vitll ruJiltic lircbrick imprint (or durability and autl.rlll ieiry. . ., '"I!ele,ll:i,'dJux SIJ~, for &I'C31rr rr/lcfliollllf t:uli3l11 ''''3,: , S(l3cr'Sninr, De.iCII (O~'lujcl; ""<1 US)' imt.lI.lion :IlmCl.l Mywhere. , J:lIih,Lll'hlc D;unpcr (or rcdudllL: "Ollle hC3tlou ' ...."en (j'cpl~ec is 110( IIscd. " lIIack \Vil'cmuh Pirucreel\ 10 l'rllt'=ct 1I00r "om ,,,',ks.' , . . I:;ult~t CUle 10 JUPpllrt fud (ur 3.1\"I":lIc 1'('mbUJtiDII ,il'. " J.o,li,hter Accell wilh knockom on IJOulsida for' fll'UOllaJ 'pplic,uoOJ. " , UIIUCnvrlten l.aboruoriu, Ille.I.ille,1 ""<1 'J'c,uell rllr u'i~IY. ' , . I.illlilcd Wllrnllry .",llIO-Ye", l'1"\ll':r.rion 1'1;111 Ii" quality .nd uependability. ':'-_tr....1 . MllU/lYIDUC Fireplace Spcl'illc:J.uons: ;~.: . . h,... ~ ,,'-If,.. , , You'H S:Jvcon Oplions,:Too. " · HGD Scric. Telhpcnd Di-l1ulrI Dool" olrer .'c1c.ie.view oftllc fire 2Ilc/ ,cduce nue "<<:31'UII. . IJt1Aa6 Ouuid. AltJCJt provide.. conJt~nr nO\ of oUlIide combullio,l1 airta the lirebox fOt liCht' 'caJed home.. " i '_ . Ul'J( Oil.' forced Air !I,", (""eI, 111 lIue III/Ill. (tllly) dillribule . eonll'"t /Iuw ur ,ir .111111111 II,,, hrar achancc;r Ind rnhmcc rOOm eom'.o". . IJ"ul.tcd COIl.tOlrllon In the MIJU:I(jj l1lld MJJ UC3Gi. rlllly inlltl,tcdlllli, ;rchlces ~cold ~j,. lnnsrer in NClrtJlcrn e1imalCS: The: M;'Ijestic Sp:1CC and COSI.-SOlyj/J1' ChiJ1Uley S)'SlcJI1. ' . . 11fc MDU.Scria,Fircpbru ~re desisned to. ' utiLize our len apcnsl\Ie "SK. c1l1mney 'syrtt'ln. 111t' lI" cJoulI'e wail I)'Ilem nquiralV',uKh ,clearance In combuuiblcr and i. .uit'lI!c for Iii. inch a.c. rr~,"ill': Jluhll,liall i.li"'I,le wilhiu '''"1' "'Ce,loer I'i,.~ section. and elbow.. nle ')illt'm oneil n choice of COll1cmponry or chue tcnrUnlUOIl tops. --r - ....... , -:- t:<r;} ......... ,t-"-I ~J' ~~MUUCJG MUU42/MOUC4l ^ 04'" 41" II lO"hr. 20~' C 31~" 311'....,. l) 2.V.." 22."1.- E DI1I" !J~. F 'Y." Ill" G 30" 42' " JO" ' J/"", , JG" 42' J 2lr 2JV.. K 4l4~.I", ~'OS',.Ir.!._ l 41~' 47'~~ M 311'," JO\.\" Ii 21''''' ny,' -- " '-, 1 WI:I:W5 " I II'r . " ., " I .'~" ~ ~ , :. , ~ . ~ N'1!tt:ll" . . IIr ~ ., , .I:II:.~ ., I'./m- ~ ~ ~ I~ ~ ~ ~ ~, r.lo '1IrC~.. 1.10 "."C05 5.I81.R.-5D:IlOO :iC/U" IIT-I'-[J'" . . ~ '" "- .. 1_ ~, IN!