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Home My WebLink About1014 S Oak Ave (roof) no permit# (a)5HN6LF Poor 50AP111 PIFIFipl TO rNG, PACK FOP CONNECTION, CJ5 ��. O CJ3 l - In U C-11to U U 2'-011 TV0\ 7' 5MACK COPMP\ 5�f LAMING ANP 5FACIN6 PVF,r TO ENG. PACK �Op CON�NECT!ON� - CJ3 O CJ1 rJ —) U U -72'-01 rY�ICAL �' 5MACK C01?Nrt?5F,f �Arr)FHNG ANP 5PACI NG 2/1 -011 TRUSSES 24' ON CENTER GARAGE TOTAL Q-UANtTY OF' 'TRUSSES 140 REAR ELEV z FJRST LEVEL 1N1515 A TP -,,55 PLACEMENT PLAN, IT5 INTE1\12'P TO AIP IN TH- I1\15f&ATION OF 1 v? 55 PpAWI NG5 ANP AP\CHITECT,pj�5 S,PEt?Cc�E TI il5 Gf 11, ' �;i. 5'rIINGI,� P11,00F 12 rql-4110 CI: ;LEV 5HN6�F P"'00F 12 10 0-7-7 1 O " 6 12 2 ° 2 50uA°� cur �I� _� SECOND LEVEL BALCONY /--!5/ 4" 510FLOOP 5/ 4 ' 9JPFL00119\ _ t2U55'r�l,G SACK 7/'r" �G� ?L`(4V000 BALCONY TRUSSES BY BUILDER �o WALL HT. PA5E12 ON WAIL I -IT, PA5EP AN 10'-0'Ar E 101-0''A.F.F. FJRST LEVEL PORCH HAGC T CHAPf = LUS26 ( S I MPS❑N) I L= THA 422 ( S I MPS❑N) \= HHUS26-2 ( ;S I MPS❑N) :a%ci�d I;rd iNark DU' u–Y –'DEFLECT I 6C -- DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENG, PACK) FOR MINUM:FrECfPJ'sN:55, IiN%hl, 5rROVOX0 FOCSNEEr,NGI5Afft,E,pTT10 %5. DUN'T LIFT SINGLE -TRUSSES WITH SPANS LUNGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span r less 30' to 6U' Span Sprea r• Bar \ 60 degrees or less f 1/2 ,e 'puri Op'... is liner span upNrox. REFER -F❑ BCSI –BI I Truss must be set this way IF crane used. I I II II �w1 Cs� I I I � I I TUB v�' II � I / I I tiv �— r--- -�p� ��C, I I I C3 CU N STRU GBACK N = I I I SLI I �I Io iL III - o STRUNG f _ — _ — — _ RONGBAC — S --- Ire II II I I II I I II ;I e PL` UI II SrR NGBACK W S, m LD ui 6v "' I H II I I I II e p 2/1 -011 TRUSSES 24' ON CENTER GARAGE TOTAL Q-UANtTY OF' 'TRUSSES 140 REAR ELEV z FJRST LEVEL 1N1515 A TP -,,55 PLACEMENT PLAN, IT5 INTE1\12'P TO AIP IN TH- I1\15f&ATION OF 1 v? 55 PpAWI NG5 ANP AP\CHITECT,pj�5 S,PEt?Cc�E TI il5 Gf 11, ' �;i. 5'rIINGI,� P11,00F 12 rql-4110 CI: ;LEV 5HN6�F P"'00F 12 10 0-7-7 1 O " 6 12 2 ° 2 50uA°� cur �I� _� SECOND LEVEL BALCONY /--!5/ 4" 510FLOOP 5/ 4 ' 9JPFL00119\ _ t2U55'r�l,G SACK 7/'r" �G� ?L`(4V000 BALCONY TRUSSES BY BUILDER �o WALL HT. PA5E12 ON WAIL I -IT, PA5EP AN 10'-0'Ar E 101-0''A.F.F. FJRST LEVEL PORCH HAGC T CHAPf = LUS26 ( S I MPS❑N) I L= THA 422 ( S I MPS❑N) \= HHUS26-2 ( ;S I MPS❑N) :a%ci�d I;rd iNark DU' u–Y –'DEFLECT I 6C -- DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENG, PACK) FOR MINUM:FrECfPJ'sN:55, IiN%hl, 5rROVOX0 FOCSNEEr,NGI5Afft,E,pTT10 %5. DUN'T LIFT SINGLE -TRUSSES WITH SPANS LUNGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span r less 30' to 6U' Span Sprea r• Bar \ 60 degrees or less f 1/2 ,e 'puri Op'... is liner span upNrox. REFER -F❑ BCSI –BI I Truss must be set this way IF crane used. I I II II �w1 Cs� I I SECOND LEVEL ncu � r" III III M3I III III M3 III M3 III III M3 III 3/l2 ROOF III PITCH M3 III err �Ir M3 III III M3 III M3 III III General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson FflU26 unless otherwise 2) rioted. All truss spacing is 24" O.C. unless otherwise (3) rioted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X–bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X–brace throughout the structure. Please refer to 13CSI–B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL - 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION 1.25 % WIND SPD/TYPE = 120 MPFI ENCLOSED BUILDING BLDG EXPOSURE = B USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F'BC 2001/2006 TPI 2002 Truss member design & connector plates are designed for ASCE 7-U2 and maximum forces from both eomponents and claddings and main wind force resisting systems. * "These trusses have been reviewed to carry an additionat 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF' DESIGNED F'OR SHINGLE ALL REACTIONS OVER 5000# AND UPLIF"I'S OVER 1000/ ARE SHOWN ON LAYOUT. WALL KEY 10 0 LOAD DESCRIPTION INIT. DATE R/01 NEW J011 JJH 07/30/08 RA01 floors c/b 3/4', ribbons, bal FrpTr-JC 9/16/08 C_,ARPENrl'_9.JR CONTRACTORS OF' AMERICA 3900 AVENUE G. N, W. WIN-FER HAVEN FLORIDA 33880 PHCINE: ( 800) 959-8806 FAX ( 863) 294-2488 3UILDER :CHARLIE HULL 'ROJECT : HULL RESIDENCE MODEL :CUSTOM HOME :CA PROJ/MODEL/ALT HY7/HRES ALT DESC : 51q1Ji-gk b P )TC -OT BLOCK: Ti 9/16/2008 .10:01 AM128I45.dwg .00 TUB II � �— r--- -�p� ��C, I I C3 CU N N = c� SLI Io iL III STRUNG C(_" 1 _ — _ — — _ RONGBAC — S --- Ire II II I I II I I II FIG e PL` II Rf-t, H II I I I II e p II I � II II ¢ I II IMMA II IT II FIG 2 PLY STRONG CK II I I I oI °� II I I I w ^ CU ¢ v ¢ a L o T a Nu a �C> �l I _ c- { L7 <F 1 -I -F r— II SECOND LEVEL ncu � r" III III M3I III III M3 III M3 III III M3 III 3/l2 ROOF III PITCH M3 III err �Ir M3 III III M3 III M3 III III General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson FflU26 unless otherwise 2) rioted. All truss spacing is 24" O.C. unless otherwise (3) rioted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X–bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X–brace throughout the structure. Please refer to 13CSI–B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL - 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION 1.25 % WIND SPD/TYPE = 120 MPFI ENCLOSED BUILDING BLDG EXPOSURE = B USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F'BC 2001/2006 TPI 2002 Truss member design & connector plates are designed for ASCE 7-U2 and maximum forces from both eomponents and claddings and main wind force resisting systems. * "These trusses have been reviewed to carry an additionat 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF' DESIGNED F'OR SHINGLE ALL REACTIONS OVER 5000# AND UPLIF"I'S OVER 1000/ ARE SHOWN ON LAYOUT. WALL KEY 10 0 LOAD DESCRIPTION INIT. DATE R/01 NEW J011 JJH 07/30/08 RA01 floors c/b 3/4', ribbons, bal FrpTr-JC 9/16/08 C_,ARPENrl'_9.JR CONTRACTORS OF' AMERICA 3900 AVENUE G. N, W. WIN-FER HAVEN FLORIDA 33880 PHCINE: ( 800) 959-8806 FAX ( 863) 294-2488 3UILDER :CHARLIE HULL 'ROJECT : HULL RESIDENCE MODEL :CUSTOM HOME :CA PROJ/MODEL/ALT HY7/HRES ALT DESC : 51q1Ji-gk b P )TC -OT BLOCK: Ti 9/16/2008 .10:01 AM128I45.dwg .00