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I-------------------------------o--- ---------------------------- <br />I ' <br />I ' <br />I ' <br />I ' <br />I <br />I � I <br />� <br />(TYP.) i I (TYP.) <br />I � <br />I I <br />yrO OFF -RIDGE �e <br />VENT ' <br />I ' <br />I ' <br />I ' <br />I <br />j RV 1 <br />I <br />I � <br />I � <br />I � <br />I � <br />I � <br />I � <br />I � <br />I � <br />� I <br />I I <br />I I <br />I � <br />I � <br />I I <br />I <br />� ~ I <br />I <br />SLOPE 5:12 SLOPE 5:12 <br />I � <br />I � <br />I ' <br />I O I <br />I � I <br />I ' <br />I ' <br />I <br />NOTE- ' <br />FLASHING SHALL BE INSTALLED AT WALL AND ROOF <br />INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF ' <br />SLOPE OR DIRECTION, *0 AROUND ROOF OPENINGS. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />ITYPJ { <br />I <br />-------------------------------- <br />y I <br />O ROOF PENT SCHEDULE: O <br />verify with General Contractor all roof vent <br />locations, quantities, and sizes. Roof vents shall <br />be Installed for a minimum of vented area as listed <br />below or equivalent system per bTI-I ED. (2011) <br />FCC, R806Z <br />Mark <br />Location <br />Roof vents or <br />equal system (6q. 1 <br />fFit vent <br />(sq. Ina <br />RV I <br />Main f <br />823 <br />843 <br />i SLOPE 5:12 LY i <br />I 9 I <br />I � I <br />I I <br />I I <br />I <br />L------------------------J I <br />ROOF PLAN <br />loll I <br />EGRE55 NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO <br />ACCESS TO EXTERIOR THROUGH A DOOR THE <br />WINDOW 11I15T HAVE A MAXIMIM SILL HEKaHT OF <br />THICIQESS OF TEXTURED FINISH OVER <br />FRAME APPLICATION TO BE PER <br />FRC R103.1 <br />RIDGE VENT <br />STUCCO FINISH <br />44' MEASIM FROM THE FINISHED FLOOR OF 52b \ <br />THAT PARTICULAR ROOM TO THE BOTTOM OF <br />THE CLEAR OPENING. 12 <br />Fl <br />SHINGLE ROOF PER SPECS. <br />A <br />SEE <br />12 <br />PLAN SEE PLAN FOR <br />S -6 HEEL HGT. ASSES <br />2x PIWIWCs AS REQ J/" r_ <br />2x4 (TYP) <br />SEE PLANS FOR BEAM SIZE m <br />(2) 2x4 FRAMING <br />STUCCO FINISH OVER <br />MTL. LATHE 41/16' OSB <br />SHEATHING 4 FRAMING <br />AS REQUIRED <br />SEE PLANS FOR POST SIZE <br />POST TO CM CONNECTOR sE AN <br />REFER TO PLANS <br />2x4 SILL FRAMING <br />M (TYP) <br />2Xb (TYP) <br />STUCCO FINISH <br />SEE FOUNDATION PLANS FOR FOOTER SIZE <br />0'-0" FIN. PLR. <br />COLUMN DETAIL <br />SCALE: 1/2' = I'-O' <br />F�i <br />I <br />-IFEN <br />12 `� 11 <br />5 OFF -RIDGE VENT � 5 <br />SHINGLE ROOF PER SPECS. <br />5TUCCO FINISH <br />SEE DET. B/SNI FOR <br />WEEP SCREED INFO <br />F. FLOOR ELEV. 04' — — — — — — — <br />� R��R �L�1��4TION II�II <br />SCALE: I/8'=i'-0' <br />� BUI�DINC� SECTION <br />SCALE: 1/s'=P-+a' <br />I FRONT �L���TION II�B <br />SCALE: I/4'=I'-0' <br />SEE DET 6/35 FOR COLUMN —� <br />r- <br />3'-0' <br />� —12 <br />51 , <br />STUCCO FIN15H <br />SEE DET. B/SNI FOR <br />WEEP SCREED INFO — — <br />ISSUANCE OF PLANS FROM THIS DESOM OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE <br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY C06TRJCTIOK <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES S 4ALL BE BROI.W TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CON51WIOK <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESK ERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE <br />12024 <br />SHINGLE ROOF PER SPECS. <br />n <br />�5 <br />❑ STUCCO FINISH <br />:o SEE DET. B/SNI FOR <br />— — — — � WEEP SCREED INFO <br />2 RIC��IT ���V�4TION II�II <br />SCALE: 1/8'=1'-0' <br />RIDGE VENT <br />SHINGLE ROOF PER SPECS. <br />12 <br />SCALE: 1/ap'■I'-fd' <br />RIDGE VENT <br />T I SEE DET 6/313 FOR COLUMN <br />ISSUANCE OF PLANS FROM THIS DIE61IGNIERS OFFICE SHALL NOT RELIEVE THE <br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERJFY ALL NOTES, DIMENSIONS, AND <br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY <br />CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO <br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE <br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT <br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SIUB,IECT TO <br />ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER <br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <br />i <br />lily <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beoch, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineering.com <br />CA 25948 <br />o <br />N <br />Uj <br />QO <br />In <br />z a tn <br />K^ <br />� <br />pp.. U) <br />�'-} <br />Z M <br />Q <br />I-- <br />W W� <br />J <br />C <br />LLl <br />°° W <br />LU zz w <br />to <br />CL Q ci <br />Q w <br />L1J —j — J <br />W p w = co <br />C) un � <br />Z"<` m <br />o 0 <br />UNo� U <br />— N oe `n <br />W U � <br />M <br />Q <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd=I08MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = i0.18) WIND ZONE <br />THIS DRAWNG AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE R IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />• 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />• 2019-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE DESCRIPTION <br />12.12.17 1.00 DAT <br />07.31.18 1.01 ELEV. A TRUSS LAYOUT <br />REVISED <br />01.25.19 1.02 BEARING WALL NOTE <br />CLAR N <br />0207 19 1.03 E SIMPSON Hl OA IL <br />VERSION"4TT1.03 J 0i.07.19 <br />f.S <br />a <br />1s <br />w r o <br />Z J <br />w O <br />W U' } <br />Q� _� gV <br />Uj _ <br />�10 <br />* * �00 <br />* <br />W <br />>- w <br />Z Q Lit = L . Lu <br />(' v) 0- 1— Ll a, a. <br />W ❑ �1_ ❑ <br />SHEET TITLE: <br />ELEVATION "B" EXTERIOR <br />ELEVATIONS & ROOF PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390446 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />3B <br />