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CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 -MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN <br />1371 - ST. CROIX <br />ROOF FRAMING PLAN <br />SGALE : 3/16' = 1'-0' <br />2-PLY PRE-ENGINEERED GIRDER WEND <br />GRAIN BEARING, 2 x 6 WEB MINA. <br />PRE-ENGINEERED WOOD TR SS <br />1/2' x 1' WEDGE ANCHOR (MIN. SHEAR = 13400) <br />NOTE: STAGGER ANCHOR$ FROM OPPOSITE <br />0 <br />-INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER <br />-REFER TO DETAIL A/6I2 FOR MASONRY STEPS DIMENSION. <br />GIRDER @ PARTYWALL <br />SCALE : N.T.S. <br />KLE53 W/TOP <br />FLANGE HANGER <br />(LISP KLE63) GRAVITY CAPACITY = <br />11320' LE'LFT CAPACITY = 4835f <br />A.F.F. <br />� 11-4' AFF. <br />SCHEMATIC ONLT. <br />SEE TRUSS PROFILE FOR ACTUAL TRUSS. <br />RAISED HEEL TRUSS SECTION <br />SCALE : N.T.S. <br />1530 - SIESTA KEY <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />CIRCLED NOTES ARE KEYED TO MA <br />L ARCHITECWAI- BAdWROWD OF TEE LEVEL BELOW 16 <br />%m FOR RE ERIDa xY. <br />2. F1 MBNG WARS N HIDDEN LNES REPRESENT 2rd <br />FLOOR PLLMW3 WIRES <br />I COff1,10% PER SMPSMU61' CATALOG (LATEST <br />EDITION). CONTACT EMNER FOR ALTERNATE <br />CONNECTIONS, <br />4. PFE-ftNM;W WOOD 1RIS6ES SPACED • 24' O/C <br />TYPICAL, lN-E56 NOW OTWII&M <br />5. SEE FLOOR FILM AND ELEVATIONS FOR ADMOAL <br />ROOF WC<el1ATDL <br />6. TRUSS TO TRIES ATTACEMENT MR TRJSS MANFAGTLIRER <br />(LU1.0I <br />1. IIPLFT VALID SHOW AJ2E CA DIATED BASED ON <br />CO MYATWE APPROACH AND CAN BE DIFFMI <br />FROM TRUSS MANFACnWS VALLES <br />a F THE CONTRACTOR TRUSS MA FAC11AiER OR OTEER <br />DWjN PROFESSIONAL REVISE TEE SHOWN NQftTIOK <br />DANSCO DMERIIIG, LLC IS RMWED TO R VIEW ALL <br />RiAL CONSTRUCTICN DOCU' % FOR COPPLLOa WRN <br />DE60 NVIT PRIOR TO Ali OF TEE <br />PROJECT. <br />LE": <br />BLOCK UALL • 111-4' AFF <br />BLOCK K&L a 8'-0' AFF <br />2imu _i i Nam. • <br />LISP CONNECTIONS <br />CONrECTION <br />MY <br />CONNECTION <br />FASMIEW <br />CAPACITY <br />PER CONK <br />RTA20 <br />1 <br />165 <br />10-101d x 1 V2' <br />HTA20 <br />2 <br />3230 <br />20 IOd x <br />M28 <br />1 <br />562 <br />6-IOd x 1112' 4 (6) <br />3/I6' X 2 I/4' tapca v <br />KLE 33 <br />1 <br />3U5 <br />(2) 3/4" dla. a301 <br />trough boles Ido <br />""a 4 (4) 3/4' dia. <br />8301 through boles <br />Irxa w8mg wall <br />1.06 1 1 19251 20-16d <br />RTi6 I 1 �Im 16-Sd x I IR' <br />DUPLEX NAILS ARE No. 8 WEE GAUGE (OJ62' DW*MR) <br />AND 3 IR' LONG, DOJBLE EEADED NAIS, <br />5C : 1310/1311 - 5T. CROIX <br />5: 1530 - 51E5TA KEY <br />M: 1531 - MARTINIQUE <br />5J: 1529 - 5T. JOIN <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.danscoengineering.com <br />a <br />s� z <br />Lu <br />J <br />O <br />N <br />'Co' <br />ONo <br />Q LL o <br />Q Q � i <br />n <br />znM <br />J <br />J O U <br />Ln <br />LLA <br />. -I <br />to <br />^ <br />L1J <br />u <br />O <br />U <br />I <br />V) <br />I <br />Z <br />1 <br />i <br />�5 <br />7� <br />Z <br />0 <br />Q <br />t� <br />Q <br />U <br />Z <br />cn <br />Q <br />I <br />U <br />`) <br />w <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE 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 =±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />'i 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 />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. I <br />REVISION: <br />UA I L ULSCKIN I IUN <br />09-29-09 1.00 2007 FBC UPDTATES <br />O1-13 11 2.00 ADDED UNIT - <br />1529 ST. JOHN <br />VERSION NO. 2.00 / 01.13.1 1 <br />A 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />♦,A���-ENt;IN_EAL: <br />.ye <br />- <br />_ <br />Ca <br />GS° <br />s 'sue �- a'•. ♦ I <br />� v-fin. C? .�♦ <br />-d11va36 �ET TITLE: I <br />ROOF FRAMING PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />310448 <br />DATE ISSUED: <br />05.27.11 <br />DRAWN BY: <br />DZ/LV <br />REVIEWED BY: <br />TH <br />S2.2� <br />0 <br />T <br />0 <br />O <br />F— <br />C) <br />1 <br />T <br />0 <br />r <br />i <br />