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6382 Cobble Bliss St
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6382 Cobble Bliss St
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Last modified
3/24/2025 2:38:13 PM
Creation date
2/19/2025 10:59:20 AM
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Building Plans
Street #
6382
Location
Cobble Bliss St
Contractor
Lennar Homes LLC
Building Plans - Permit #
21422
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Roof vents smil <br />be Installed for a minimum of vented area as listed <br />below or equivalent system per 6TH Eli. (2011) <br />FRC, R8®62 <br />Roof vents or <br />ffit Vent <br />Mark <br />Location <br />equal system (sq. in.) <br />(sq. in.) <br />RV 1 <br />Main f <br />823 <br />823 <br />SLOPE 5:12 °G I <br />I � I <br />I Q I <br />I — I <br />I I <br />I I <br />I-------------------------J <br />ROOF PLAN <br />SCALE: I/8I = I'-0' <br />SEE 12 <br />I II PLAN SEE PLAN FOR <br />S -6 HEEL. HGT. ASSES <br />6-0" 5RCa. <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 t 1/I6' OSB <br />SHEATHING t FRAMING <br />AS REMIRED <br />SEE PLANS FOR POST SIZE <br />POST TO CM CONNECTOR SE AN <br />REFER TO PLANS <br />2x4 SILL FRAMING ° <br />IA (TYP) _ <br />2Xb (TYP) <br />STUCCO FINISH <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />0'-0" FIN, FL-R, <br />(:DCOLU <br />MN <br />SCALE: I/Z'=I'-0' <br />EGRE55 NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO <br />ACCESS TO EXTERIOR THIROUGI-I A DOOR THE <br />WINDOW MUST HAVE A MAXIMUM SILL W64T OF <br />44' MASKED FROM THE FINISHED FLOOR OF <br />THAT PARTICULAR ROOM TO THE BOTTOM OF <br />THE CLEAR OPENING. <br />SHINGLE ROOF PER SPECS. <br />THICIQCSS OF TEXTURED FINISH OVER <br />FRAM APPLICATION TO BE PER <br />FRG R1031 <br />RIDGE VENT <br />STUCCO FINISH <br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE M BUILDER OF <br />RESPONSIBILITY TO REM AND VERIFY ALL NOTES, DMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDING CODES PRIOR TO C01tENCE W OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DM SIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALT. BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />CatfNCEMENr 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 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 />4' SCORED RAKE (TYP.) <br />SEE SHEET b FOR T' MATERIAL NO <br />i 1. I� <br />I ..... ......... F26 <br />: <br />I 1:�wwl- <br />7m] <br />i i <br />F=� <br />i� <br />1�1 <br />Fam <br />com <br />1� I <br />JF��7 <br />12 �J 12 <br />5 OFF -RIDGE VENT 5 <br />//�A SHINGLE ROOF PER SPECS. <br />L 1'- V' L <br />STUCCO FINISH <br />SEE DET. 5/5NI FOR v? <br />DEEP SCREED INFO <br />F. FLOOR ELEV. 0'-0' — — — — — — <br />4 SCALE: I/8'=i1-0' <br />TRUSSES PER PLANS <br />Masi 5ui�� c E _ �aMi� ooM <br />e <br />MA ��ALL x4 L MASONRYALL <br />� SUILDINC� S�C�'ION <br />SCALE: I/8'=1'-0' <br />SEE DET 6/38 FOR COLn - <br />�. F. FLOOR ELEV. 04' <br />3'-0' <br />SCALE: I/4'=i'-0' <br />RIDGE VENT <br />RIDGE VENT <br />SHINGLE ROOF PER SPECS. <br />8' SCORED BAND <br />STUCCO FINISH <br />SEE 6/35 FOR <br />COLUMN DETAIL <br />FINISH FLOOR ELEV. <br />12 <br />::::!:15 <br />STUCCO FINISH <br />v <br />'- SEE DET. B/SNI FOR <br />— — — —1- WEEP SCREED INFO <br />2 RIC��I�" ���Y�4�ION 11Qn <br />SCALE: 1/8'=I'-0' <br />5 <br />STUCCO FINISH <br />SEE DET. B/SNI FOR <br />DEEP SCREED INFO — — <br />RIDGE VENT <br />SHINGLE ROOF PER SPECS. <br />b'-0' <br />12 <br />15 <br />co <br />SCALE: I/13'-I'-0' <br />RIDGE VENT <br />SEE DET 6/313 FOR COLUMN <br />T <br />F. FLOOR EI.IiV.0'-0' A. <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 C01MCEMENT 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 COMMENC 'W OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS T" <br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SIE3JECT 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 />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.danscoengineefing.com <br />CA 25948 <br />o <br />N <br />Z <br />Q <br />M M <br />LL <br />zd <br />a M <br />z /��j�00 <br />Wz <br />W <br />�o <br />mi <br />W <br />Q:� m ru <br />LU z LU <br />to —0 IY <br />�ELQ V) <br />a W V) <br />LU I r-., J <br />0wC) m <br />LU o- Uj <br />_I <br />W <br />Z � < m <br />Q`OQ O <br />U0 U <br />Uj U M <br />M <br />Q <br />TO THE BEST OF THE ENGINEERS <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=10.18) 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 DRAWINGONLY. <br />0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR 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 TH ED. (2017) FBC <br />UPDATES <br />07.31.18 <br />1.01 LEV. A TRUSS LAYOUT <br />REVISED <br />01.25.19 <br />1.02 BEARING WALL NOTE <br />FI <br />02.07.19 <br />1.03 <br />VERSION NO. 1.03 / 02.07.19 <br />•,YJ <br />CV Jto <br />c� <br />fY <br />2 <br />�s <br />w o <br />m J <br />z 0 <br />J W <br />= U <br />W U' } 3.1 <br />2� Q^ <br />¢CV <br />W w(r) _10 DO <br />W w <br />Z Q 1-4 <br />U.J = LL; U-i <br />C9 v> o_ F— o_ n_ o_ <br />W ❑ ❑ <br />SHEET TITLE: <br />ELEVATION "B" EXTERIOR <br />ELEVATIONS & ROOF PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390441 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />3B <br />
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