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W/FLOOR TRU55 <br />- <br />ss PARALLEL TO WALL) - <br />I <br />5 ooR TR,15S <br />_.. .r <br />T�gRq� <br />' LEL TO WALL) so <br />a <br />- <br />�_ ___ <br />C <br />---- <br />- <br />i <br />---- <br />__- -_ <br />______ <br />.: <br />--- <br />_ __ <br />------ <br />- A <br />5�.2 <br />,i <br />.� <br />====1 <br />- <br />- <br />- <br />-- <br />a <br />i ' <br />- <br />--- - <br />B <br />S6 <br />------ <br />__ <br />----- <br />- a -_ <br />s2.2 <br />si.2 <br />____ <br />a <br />B <br />I <br />a <br />a- <br />� <br />- -- <br />_-- <br />___ <br />r <br />__= __ <br />A <br />s9.2 <br />______HANGER <br />s2. <br />_ <br />B <br />S6 <br />I <br />II <br />- <br />--- <br />_ __ <br />- <br />I <br />All <br />e <br />��h <br />6 <br />---- <br />____ <br />I <br />1 <br />II <br />I I <br />____ <br />S6 <br />I <br />I <br />--- <br />I <br />_- <br />---- <br />---- <br />S6 <br />__ <br />__--- <br />I <br />1 <br />I <br />_ <br />e <br />I <br />I I <br />I <br />I <br />_ 1 <br />- <br />( <br />—, <br />l a <br />I <br />I <br />- <br />I <br />II I . <br />I <br />- <br />I <br />I I <br />@ <br />0 <br />4 <br />e <br />�. <br />�- � <br />- _-- -- --- -- <br />NTA20 ( IG AIAFlPARTY <br />WALL, SEE L Sh <br />WTA20 F PICAL PARTY <br />WALL, 5EE TAIL -- <br />- - <br />U5P NTA2@ AT MASONRY - - <br />®END UNI15) <br />KLEG3 <br />Wf1oP <br />FLANGE <br />EOP <br />FLANGE <br />HANGER <br />KLEG3 <br />W/TOP <br />FLANGE <br />HANGER <br />- - <br />- <br />T <br />U5P NTA2@ At MASONRY(TYPICAL <br />(TYPICAL � END'�"lITS) <br />! <br />1 <br />I <br />I <br />I <br />' I <br />2-PLY <br />1-PLY <br />-PLY <br />_ <br />- <br />_ <br />- <br />-= <br />NI <br />I <br />al <br />�I <br />1A <br />I <br />1A <br />� <br />a <br />I <br />- <br />I <br />I <br />S3 <br />S3 <br />_ <br />I <br />LISP NTA20 ATM <br />I (TYPICAL e DOf�'1ER5, <br />8-�' �— <br />RY <br />UN01 <br />—5_-B' —��_ <br />5'-b' � <br />LISP HTA20 AT MA <br />(TYPICAL s D Oid'1RS, <br />8-�' <br />MdRY <br />[NO) <br />5'-8' �� <br />5-B'�-- <br />USP <br />(71 PIC <br />5.8 —� <br />--65 Y <br />A20 AT MASONRY <br />p0� IERS, I�JO) <br />8•� <br />1 <br />- -- <br />- <br />8' 1 2'-B' 2'-0' _4' L '•m' / r 7 T <br />4 / USf' HIA2@ Ai MA CIvRY-1 <br />(TYPICAL s ENDIX l5) <br />� — ``------------- <br />--- -- - -- -- -- t <br />- <br />USP NTA2@ At MASOrIRY <br />(TYPICAL ENTRIES) <br />USP NTA2@ AT MASONRY <br />(TYPICAL s ENTRIES) <br />8'-'10' �, <br />RY <br />USP NTA2@ AT !EEN�Ti <br />(TYPICAL s <br />b U4' <br />USP HTA1@ AT MASONRY 2'-0' 4' T•0' 2'-0' 8' <br />(TYPICAL s END UNITS) <br />21'-10' I <br />8'-�'' ____�_ <br />_— 8'-10' �— <br />130'-8' <br />1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX <br />1371 - ST. CROIX 1371 - S I . CROIX <br />ROOF FRAMING PLAN <br />3/1 <br />2-PLY PRE-ENGINEERED GIRDER WEND <br />GRAIN BEARING, 2 x b WEB MR <br />WrOP <br />PRE-ENGINEERED WOOD TRJ56 FLEG3LANGE ANGER HHA <br />TO BE PREPARED BY OTHERS <br />F <br />?Z \lA5 RE011IRED) <br />In' x 1' WEDGE ANCHOR (MIN. SHEAR = 13400) <br />NOTE: STAGGER ANCHORS FROM OPP051TE <br />51DE <br />I " ' I <br />MOISTURE BARRIER l <br />NOTE: <br />-INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER <br />-REFER TO DETAIL A1512 FOR MASONRY STEPS DIMENSION. <br />GIRDER @ PARTYWALL <br />5c++;"rIAT lc or�I-T. I <br />SEE TRU55 PROFILE FOR ACTUAL TRUSS. <br />�� RAISED HEEL TRUSS SECTION <br />TRL45 FRAM!10TE5 <br />CPC1.ED NOTE5 ,ARE KETED TO PLAN. <br />1. ARCWTECTURAL BACTi OF TI.E LEVEL BELOW 15 <br />Ei FOR ICE ONLY. <br />2. Fri.IH''IBW6 F1X11i IN HIDDEN L*6 REPREW 2M <br />FLOOR PL nlIIlG FIXTURES. <br />3. C%''�ECT IONS PER SMSONA16P CATALOG (LATEST <br />EDITION). CONTACT E145WER FOR ALTERNATE <br />C�NECITCNS. <br />4 F'RE-943 NffRED WOOD TRME5 SPACED • 24' O/C <br />TYPICAL,INLES5 NOTED OTIERWSE <br />a. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL <br />ROOF WOR11ATION. <br />6. TRIM TO TRI Sfi ATTACHhENi' FER RM MANIFALTtER <br />(UNO) <br />1. UPUFi VALUES ,14-M ARE CALCULATED BASED ON <br />CCNSERVATIVE AFFRO404 AND CAN BE DFFMI <br />FROM TRIM KWACTIIRER'8 VALUES <br />8 F THE CONTRACTOR MISS MWACTUFM OR OTHER <br />DE51GN PRCFE3501AL RcVSE THE SI M WOFftTION, <br />DAN6CO ENGMEERING, LLC IS REQUIRED TO REVIEW ALL <br />Fli CGkMiCTiON DOCQ &NT5 FOR CO'FLIACE WTH <br />DESIGN NS7 PRIOR TO COtSICE11W OF THE <br />PROJECT. <br />LEGEND: <br />BEARING FR4Mp WALL <br />BLOCK WALL s M-4' AFF. <br />BLOCK U ALL + V-0' , FF. <br />BLOCK WALL a 18'-8' AFF. <br />USP GOFNECTIGNS <br />CONNECTION <br />OTT <br />CCMIECTION <br />FASTENER:, <br />CAPACITY <br />PER COW <br />WA20 <br />1 <br />1615 <br />II x 1 V2' <br />HTA20 <br />2 <br />3230 <br />20-IOd x 11/2' <br />THD26 <br />1 <br />562 <br />b-10d x 1 IR' 4 W <br />311V X 2 1/4' tapcm <br />KLE53 <br />1 <br />3845 <br />(2) 3/4" dia. a301 <br />thou�L boles kdo <br />girds 4 (4) 3/4' da. <br />a301 ti of bolls <br />I <br />kw masonry wall <br />�1526 <br />I <br />1925 <br />20-16d <br />kT 6 <br />i i <br />030 <br />I6-Sd x 11T2' <br />I <br />-DJPLEX M L5 ARE 118 WR E GAPE W62' DIAMETER) <br />ANC 31/7' LONG, DOI tIEADED NAILS. <br />SC= 13'10/1311 - 5T. CROIX <br />5= 1530 - 51E5T4 KEY <br />= 1531 - MARTINIQI�E <br />5J= 1529 - ST. J01-4N <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineer ng.com <br />i <br />o <br />0 <br />Ln <br />LL.I <br />0 <br />z <br />II am <br />P II <br />� M 00 <br />Q 0 1 c <br />Z Lu E <br />Jz~ <br />W <br />J <br />I TO THE BEST OF THE ENGINEER'S <br />' KNO'wLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE, <br />(INCLUDING 2009 SUPPLEMENT( SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />"C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT=±0.1&( WIND ZONE <br />HIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT 15 SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY, <br />2011 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION <br />2011 THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />'I CLIENT ON 1H15 PROJECT. AN7 REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED <br />- REVISION: <br />DATE -'DESCRIPTION <br />09-29-09 1.00 2007 FBC UPDTATES <br />T 2.00 ADDED UNIT <br />01 13 1 1 1529 ST. JOHN <br />VERSION NO. 2.00 / 01.13.1 1 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />Ei IRWIN J. BENSON, <br />P.E. #49758 <br />No. 601 <br />C <br />•• 2ST)A4 OF •• ���� <br />f��� •. �URIDQ;•' •� ��� <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />310189 <br />DATE ISSUED: <br />03.04.11 <br />DRAWN BY: <br />DZ/LV <br />REVIEWED BY: <br />TH <br />S202 <br />zol <br />r� <br />LO <br />_3k /(1 <br />SCALE : N.TS. <br />OF KLEG•3) GRAVITY CAPACITY = <br />113200 UPLIFT CAPi = 48350 <br />SCALE : N.T.S. <br />