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35997 Saddle Palm Way
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35997 Saddle Palm Way
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Last modified
3/21/2025 7:55:51 AM
Creation date
2/19/2025 9:56:36 AM
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Building Plans
Street #
35997
Location
Saddle Palm Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
20429
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--------------------------------I------------------------------I <br />1-0 <br />1 <br />I I <br />I I <br />I <br />I I <br />I <br />I — <br />I ,n I <br />I' 0' 0 1'-0' <br />(TYR) 1 (TYP.) <br />I I <br />I <br />ti� OFF -RIDGE 4 0 <br />VENT <br />in <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I � <br />SLOPE 5:12 Lu <br />SLOPE 5:12 <br />Lu 0k <br />I o <br />I U <br />I � <br />I � <br />I � <br />I <br />I <br />I NOTE: <br />FLA5HMG SHALL BE INSTALLED AT WALL AND ROOF <br />INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF <br />SLOPE OR NIFECTION, AND ARM ROOF OPENINGS. <br />--------------------------------------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I N <br />o <br />I <br />I <br />L I <br />C , I <br />SLOPE 5:12 <br />I @ I <br />I � I <br />I — I <br />I I <br />I I <br />L------------ ---- ---I <br />(--�_RCCF FLAN <br />SCALE.: 1/8 =1-0 <br />S'-(o" HEEL HGT. <br />8'-O" 5RC-4• HGT• <br />2x FRAMING AS REQ. <br />2x4 (TYR) <br />SEE PLANS FOR BEAM 517E <br />(2) 2x4 FRAMING <br />STUCCO FINISH OVER <br />MTL. LATHE 41/16' 055 <br />SHEATHING 4 FRAMM <br />AS REQUIRED <br />SEE PLANS FOR P05T 517E <br />POST TO CMU CONNECTOR <br />REFER TO PLANS <br />2x4 SILL FRAMING <br />Ix4 (TYP.) <br />2x6 (TYP) <br />5TUCC0 FIN15H <br />SEE FOUNDATION PLANS — <br />FOR FOOTER 517E <br />0'-0" FIN. 1=L-R. <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 6TH ED. (2011) <br />i=RC, RW62 <br />Roof vents or <br />Soffft vent <br />Mark <br />Location <br />equal system (sq. Ina <br />(sq. In.) <br />RV I <br />Main Roof <br />823 <br />823 <br />SEE - 12 <br />PLAN , <br />SEE PLAN" <br />TRUb5E5 <br />Lr <br />N <br />15NANCE OF PLANS FROM THI5 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 eVI51ON5 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 />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 V MATERIAL INFO <br />12 <br />1 r QI nry tI tv ni m_ <br />S' SCORED BAND <br />STUCCO FINISH <br />5EE 6/35 FOR <br />COLUMN DETAIL <br />,FINISH FLOOR ELEY. V-0' <br />12 12 <br />5 ❑ OFF -RIDGE VENT <br />SHINGLE ROOF PER 5PEC5. <br />s <br />EULD ING 6 CTI®N <br />SCALE: <br />4' SCORED RAKE (TYP.) - <br />F26 . <br />T. BLOCK ELEV. V-0 <br />STUCCO FINISH <br />SEE DET. 13/5NI FOR <br />WEEP SCREED INFO <br />RIDGE VENT <br />STUCCO FINISH <br />RIDGE VENT <br />5EE DET 6/35 FOR COLUMN <br />_OL F, FLOOR ELEV. 0'-0' <br />ELEVATION 111511 <br />5CALE: 1/4'=1'-O' <br />mm <br />5 <br />THICKNESS OF TEXTURED FINISH OVER <br />FRAME APPLICATION TO BE PER <br />1.1 FRC R03 <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 MUST HAVE A MAX" 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 />....................... <br />STUCCO FINISH <br />�f�oO <br />RIDGE VENT <br />SHINGLE ROOF PER SPECS. <br />� I � <br />RIGHT ELEVATION 11511 <br />-- SCALE: 1/8'=1'-0' <br />RIDGE VENT <br />5NINGLE ROOF PER SPECS, <br />• STUCCO FINISH <br />SEE DET. 5/5NI FOR <br />- WEEP SCREED INFO <br />RIDGE VENT <br />61 <br />5TUCC0 FINISH - ❑ <br />SEE PET 6/35 FOR COLUMN <br />SEE DET. B/5NI FOR -El <br />T <br />WEEP SCREED INFO - �- ----- - - - - <br />F. FLOOR ELEV. 0'-0' .', <br />LEFT ELEVATION 1111 <br />SCALE: <br />ISSUANCE OF PLANS FROM THI5 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 GONSTRUCTION. <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 />?s �sr.•• <br />c. <br />j?n`ftiFi%ski. Ftt£ <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.da nscoengineering.com <br />CA 25948 <br />o <br />0 <br />N <br />z Lu <br />O50, <br />H <br />z <br />Imn <br />M <br />aWL^ <br />z <br />�an`t.M <br />00 <br />zc~n� <br />W <br />w� <br />0 <br />o <br />W <br />ry m >_ <br />W 7— Q <br />O <br />= <br />5� <br />L Q <br />Q Q <br />J <br />W IL- <br />W U <br />.''.-ILu <br />�0t. Lu <br />Lu'V <br />V UxJ <br />z -- -- o <br />Q Q <br />O V) <br />U1o� <br />o <br />N Q 011 <br />L0 <br />CW cU <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 = 30.18) 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 />OFTHIS DRAWINGONLY. <br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />(02018-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 />VERSION NO. 1.00 / 12.12.17 <br />�a <br />c� <br />p� <br />Lu CV <br />m <br />z <br />Li <br />Lu <br />a a,=_ <br />Lu3� Z <br />N <br />Q N T <br />W wm _10 <br />W <br />z.n QLL zL>i <br />V v)EL EL <br />Z El99 <br />Lu <br />SHEET TITLE: <br />ELEVATION "B" EXTERIOR <br />ELEVATIONS & ROOF PLAN <br />SHEET INFORMATION: <br />JOB NO.: 380843 <br />DATE ISSUED: 06.25.18 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />3B <br />Wj <br />LO <br />CN <br />I <br />N <br />N <br />LO <br />1- <br />
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