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--- --------------------------------------------------------- — <br />I 1-0 — I <br />I <br />I <br />I <br />I' 0' o I'-0. <br />(TYP.) I I l TYP) <br />I I <br />I I <br />4'-0' I <br />yb OFF -RIDGE �e <br />I <br />VENT <br />I I <br />I I <br />I I <br />j RV 1 <br />I z I <br />SLOPE 5:12 SLOPE 5:12 <br />I � I <br />I C1 w I <br />> ') <br />� Z � C)L I <br />I <br />I � I <br />� � I <br />I I <br />I I <br />NOTE: <br />FLASHING SHALL BE INSTALLED AT WALL AND ROOF <br />INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF <br />I <br />SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. <br />I I <br />I <br />I I <br />I I <br />I I <br />I I <br />I <br />1'-0' I <br />(TYP.) <br />--------------------------------------- <br />uJ <br />� n n <br />O ROOF VENT SCHEDULE O <br />Verify with Cserteral Contractor all roof vent <br />oc lations, quantities, and sizes. Roof vents shall <br />be installed for a minimum of vented area as listed <br />below or equivalent system per 6TH ED. (2011) <br />FRC, R8062 <br />Mark <br />Location <br />Roof vents or <br />equal system (sq. in.) <br />Soffit Vent <br />(sq. in.) <br />RV I <br />Roo f <br />823 <br />823 <br />SLOPE 5:12 <br />I � I <br />I � I <br />I — I <br />I I <br />I I <br />L------------- ------ -i <br />IROOF FLAN <br />III <br />12 <br />PLAN SEE PLAN FOR <br />8 —& HEEL HC�t. 'IV L TRUSSES <br />8'—O" BRCx, HC�T. <br />Q <br />2x FRAMING AS REQ <br />2x4 (TYP) <br />SEE PLANS FOR BEAM 51ZE <br />(2) 2x4 FRAMING <br />STUCCO FINISH OVER <br />MTL. LATHE 4 1/16' OSB <br />SHEATHING 4 FRAMING <br />AS REQUIRED <br />SEE PLANS FOR P05T 517.E <br />POST TO CMU CONNECTOR SE <br />AN <br />REFER TO PLANS <br />2x4 SILL FRAMING <br />ix4 (TYP.) <br />2x6 (TYP) <br />STUCCO FIN15H <br />SEE FOUNDATION PLANS <br />FOR TOOTER 51ZE <br />0'-0" FIN. F LF- <br />� <br />SCALE: I/Z'=I'-0' <br />STUCCO FIN15H <br />EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRES5 CODES, IF THERE IS NO <br />ACCE55 TO EXTERIOR THROUGH A DOOR THE <br />WINDOW MUST HAVE A MAXIMUM 51LL HEIGHT OF <br />44' MEASURED FROM THE FINISHED FLOOR OF <br />THAT PARTICULAR ROOM TO THE BOTTOM OF <br />THE CLEAR OPENING. <br />* * * * * * <br />SHINGLE ROOF PER SPECS. <br />THICKNESS OF TEXTURED FINISH OVER <br />FRAME APPLICATION TO BE PER <br />FRC R103.1 <br />12 <br />5� <br />�1� <br />F��7 <br />i�7i <br />I <br />ffi=�� I I <br />IF ��7 <br />12 12 <br />5 OFF -RIDGE VENT 5 <br />SHINGLE ROOF PER SPECS, <br />1'-0' <br />STUCCO FINISH <br />SEE DET, 5/5NI FOR <br />WEEP 5CREED INFO <br />FLOOR ELEV. 04' — — — — — — <br />SCALE: 1/S'-I'-0' <br />5ULDiNG 5ECTION <br />SCALE: <br />SEE DET 6/35 FOR COLUMN b <br />T <br />RIDGE VENT <br />STUCCO FIN15H <br />SCALE: 1/4'=1'-0' <br />RIDGE VENT <br />5TUCC-0 FIN15H <br />SEE DET, 5/5Ni FOR <br />WEEP SCREED IN <br />FD — — <br />ISSUANCE OF PLANS FROM THIS DESIGNERS 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 CONSTRUCTIOK <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CONSTRICTION. <br />ANY REVISIONS OR CHANGES, NOT REELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <br />RIDGE VENT <br />i� <br />SHINGLE ROOF PER SPECS. 5 <br />❑ STUCCO FIN15H <br />5EE -ET. B/5NI FOR <br />— — — — r WEEP SCREED INFO <br />I\ I �1—f I � � � X 1`''t I ION II J.✓ II <br />RIDGE VENT <br />SHINGLE ROOF PER SPECS. <br />12 <br />E J <br />SCALE: I/S'=I'-0' <br />a <br />0 <br />RIDGE VENT <br /><, SEE DIET 6/35 FOR COLUMN <br />F. FLOOR ELEV. 0'-0' <br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE <br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY 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 TWA <br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO <br />ADDITIONAL FEES. <br />IF ANY MODIFICATIONS AR'E MADE TO THESE PLANS BY ANY OTHER PARTY OTHER <br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <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.danscoengineenng.com <br />CA 25948 <br />o <br />0 <br />N <br />Z W <br />O <br />o� <br />Z <br />�CAM� <br />a`nJ" <br />awe^ <br />F<— <br />ZQ� <br /><Zt;F- <br />W <br />W� <br />LU <br />0 <br />o <br />d- <br />LU <br />L. L m w <br />V) O <br />�CLQ V) <br />Q C > L-1) <br />LU V) <br />LU I — _--I <br />W O W U m <br />L LU <br />F�LUr� <br />m <br />w <br />Z I Q m <br />�O W O <br />U0 v <br />N � <br />Q <br />LU <br />M �O <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=108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT=+0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD 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 />0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LEN NAR CORPORATION. <br />02019-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 <br />DESCRIPTION <br />12.12.17 <br />1.00 6TH ED. (2017) FBC <br />UPDATES <br />07.31.18 <br />1.01 ELEV. A TRUSS LAYOUT <br />REVISED <br />01,25.19 <br />1.02 BEARING WALL NOTE <br />CLARIFICATION <br />02.07.19 <br />1.03 USE SIMPSON H10A ILO <br />USP RT76A <br />VERSION NO;,.1.03 / 02.07.19 <br />U_t 1 :. <br />»°c 14 <br />t� <br />r� <br />c� <br />LU <br />w r O <br />Call � <br />z O <br />.�1 W <br />Q W = U <br />LU(� � > N <br />-J Na <br />N = N h <br />LUw M =' r'0 <br />W w * <br />QW =W NW <br />a_ <br />,Z <br />V V)0_ F— a_ a_ � <br />W ❑ ❑ <br />SHEET TITLE: <br />ELEVATION "B" EXTERIOR <br />ELEVATIONS & ROOF PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390444 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />3B <br />W <br />L0 <br />rl- <br />- _1 11 J.I. I.:. —ILL filakill, il,iFlltra_d_ I�.I :,� I 1 � � L J I:d <br />