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e� <br />11-01 <br />I I <br />I I <br />I I <br />I I <br />I � I <br />1'-0' <br />(TYP.) (TYP.) <br />I I <br />I I <br />I 4'-0' <br />ti� OFF -RIDGE �e <br />VENT <br />I <br />in <br />z <br />I <br />SLOPE 5:12 SLOPE 5:12 <br />LILL <br />I I <br />I ,21 � I <br />I I <br />I U I <br />I � I <br />I I <br />j � I <br />I <br />I <br />NOTE: <br />I <br />FLASHING SHALL 13E INSTALLED AT WALL AND ROOF <br />INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF <br />SLOPE OR DIKCTION, AND AROUND ROOF OPENINGS. <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I'-0' <br />(TYP.) <br />I `4l�Fl- o � y� <br />' Z � IS) <br />It <br />------------------------------- — <br />I <br />I n n I <br />SLOPE 5:12 <br />I 0 I <br />I � I <br />I - I <br />I I <br />I I <br />L--------------------------- <br />I <br />SCALE: I/8 =1-0 <br />O ROOF VENT 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 6TH ED, (2011) <br />FRC, ReOb.2 <br />Roof vents or <br />Soffit Vent <br />Mark <br />Location <br />equal system (sq. In.) <br />(sq. in. <br />RV I <br />Roo f <br />823 <br />823 <br />SE 12 <br />LAN FOR <br />P SEE PLAN <br />8I -&11 HEEL_NCxT. TRUSSES <br />8 - � BRCS. NCxT. <br />LU <br />lY <br />2x FRAMING AS REQ. <br />2x4 (TYP) <br />SEE PLANS FOR BEAM SIZE <br />(2) 2x4 FRAMING <br />STUCCO FINISH OVER <br />MTL. LATHE 41/I6' OSB <br />SHEATHING 4 FRAMING <br />AS REQUIRED <br />SEE PLANS FOR P05T SIZE <br />POST TO CMU CONNECTOR <br />REFER TO PLANS <br />SE <br />AN <br />2x4 SILL FRAMING <br />7-7 <br />Ix4 (TYP.) <br />�* <br />2xb (TYR) <br />STUCCO FIN15H <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />0'-0" FIN. FLR. <br />COLUMN DETAIL <br />SCALE: I/2'=1'-0' <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 CONSTRUCTION. <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 CONSTRUCTION. <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 5UBJECT 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 />SEE SHEET 6 FOR T' MATERIAL INFO <br />T. WINDOW ELEV. 6'-V <br />V SCORED BAND —/ <br />stucco FINISH <br />SEE 6/35 FOR <br />COLUMN DETAIL <br />4FIN15H FLOOR ELEV. 0'-0' <br />12 <br />5 1 OFF -RIDGE VENT <br />SHINGLE ROOF PER SPECS. <br />Ilk <br />SCALE: I/8'1+�1'-0' <br />5 �I�ILI�INC� SCION <br />SCALE: 1/S'=1'-0' <br />4' 5CORED RAKE (TYP.) <br />5TUGCO FINISH <br />SEE DET. 5/5NI FOR <br />WEEP SCREED INFO <br />RIDGE VENT THICKNESS OF TEXTURED FINISH OVER <br />FRAME APPLICATION TO BE PER <br />FRC R103.1 <br />STUCCO FINISH <br />FRONT ELEVATION 11511 <br />SCALE: 1/4'=1'-0' <br />RIDGE VENT <br />SEE DET 6/35 FOR COLUMN —,- <br />F. FLOOR ELEV. V-0' <br />RIDGE VENT <br />EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGIRES5 CODES, IF THERE 15 NO <br />ACCE55 TO EXTERIOR THROUGH A DOOR THE <br />WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF <br />44' MEASURED FROM THE FINISHED FLOOR OF <br />THAT PARTICULAR ROOM TO THE BOTTOM OF <br />THE CLEAR OPENING. <br />SHINGLE ROOF PER SPECS. <br />SHINGLE ROOF PER SPECS, <br />RIDGE VENT <br />/_ SHINGLE ROOF PER 5PEC5. <br />STUCCO FINISH � � � ❑ <br />SEE DET. B/SNI FOR <br />— WEEP SCREED INFO <br />SCALE: I/8'=1'-0' <br />12 <br />-5 <br />• STUCCO FINISH <br />SEE DET. B/SNI FOR <br />WEEP 5CREED INFO <br />RIDGE VENT <br />go <br />'--SEE DET 6/315 FOR COLUMN <br />T <br />F. <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 THA- <br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT 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 />Sb <br />x T <br />r�T <br />f <br />DAN SCO <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.donscoenginee(ing.com <br />CA 25948 <br />O <br />0 <br />N <br />Z w <br />V) <br />H � n <br />O <br />Z <br />M kD <br />M <br />awe^ <br />CL <br />Z <br />o <br />Zmf- <br />W <br />Z� <br />w <br />J <br />O <br />O <br />�O <br />Q <br />Q <br />_w <br />1121:� m w <br />w z <br />O <br />a:: <br />5� <br />0 <br />L CL Q <br />_ <br />Q <br />L <br />w J� U <br />Q LJJ U Q <br />LU� <br />r- 0 w <br />Z I <br />Q � Q <br />U�� <br />Q:� N Q w <br />w U j <br />12 Cy') <br />Q �o <br />�1- <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 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 />© 2020 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION.. <br />©2020-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 H16A ILO <br />USP RT16A <br />06.12.19 <br />1.04 ELEV. B. ADDED SALES <br />OFFICE OPTION <br />VERSION NO. 1.04 / 06.12.19 <br />f <br />Cc <br />D <br />- <br />set! <br />(j Lr) <br />Cal J <br />Z O <br />w U <br />W U' <br />j <br />_¢I C r� <br />LU #t <br />W Z w <br />Z Q 1-4 <br />LLi LLi <br />�w wCL <br />Z ElW <br />SHEET TITLE: <br />ELEVATION "B" EXTERIOR <br />ELEVATIONS & ROOF PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390743 <br />DATE ISSUED: 05,14.20 <br />DRAWN BY: JH <br />REVIEWED BY: SG <br />3B <br />H <br />i <br />