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11-01 <br />LU <br />I I <br />I I <br />I I <br />I � I <br />----------------- <br />I �ii I <br />-0' <br />(TYP.) IS3 I (TYP) <br />I I <br />I I <br />4'-0' <br />y� OFF -RIDGE `fie <br />VENT <br />I � <br />:Z: <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 I <br />I I <br />I I <br />I z <br />I <br />5LOPE 5:12 SLOPE 5:12 <br />La <br />I � I <br />I � I <br />I U I <br />I � I <br />I I <br />I � I <br />I I <br />I I <br />NOTE: I <br />I <br />FLASHING: 5HALL BE INSTALLED AT WALL AND ROOF <br />INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF <br />SLOPE OR DIRECTION, 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-0 <br />`-, (TYR) <br />�9�lF o e y� <br />z o <br />I <br />_Q 01 > <br />— W SLOPE 5:12 <br />I 0 I <br />I � I <br />I — I <br />I I <br />I I <br />L-------------------------� <br />SCALE: I/8 =1-0 <br />O ROOF VENT SCHEDULE O <br />verify with czeneral 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 />FRG, ll <br />Mark <br />Location <br />Roof vents or <br />equal system (sq. ins <br />Soffit Vent <br />(sq. in.) <br />RV i <br />Roo f <br />823 <br />823 <br />5EE12 <br />PLAN SEE PLAN FOR <br />IRV IF HEEL NCT. TRUSSES <br />8'-ID" BRCx. NCT. till <br />4 <br />2x FRAMING: AS REQ. <br />2x4 (TYP.) <br />SEE PLANS FOR BEAM SIZE <br />(2) 2x4 FRAMING <br />5TU000 FINISH OVER <br />MTL. LATHE 4146' 055 <br />SHEATHING 4 FRAMING <br />`r <br />AS REQUIRED <br />SEE PLANS FOR P05T 51ZE <br />P05T TO CMU COl`WECTOR <br />REFER TO PLANS SE <br />AN <br />2x4 SILL FRAMING <br />Ix4 (TYR) <br />2x6 (TYR) <br />_ <br />STUCCO FIN15H <br />SEE FOUNDATION PLN5 <br />_ <br />M <br />FOR FooTER SIZE <br />ID' -ID" PIN. FL-R. , <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 TOTE ATTENTION OF THE DESIGNESOFFICE 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 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 6 FOR 'F' MATERIAL INFO <br />6' SCORED BAND <br />STUCCO FINISH <br />SEE 6/35 FOR <br />COLUMN DETAIL <br />4FIN15H FLOOR ELEV. V-0' <br />12 <br />5 OFF -RIDGE VENT <br />SHINGLE ROOF PER 5PEC5. <br />I. 1-0 L <br />12 <br />5I <br />121 \ 5 <br />STUCCO FINISH <br />SEE DET. B/SNI FOR <br />WEEP SCREED INFO <br />F. FLOOR ELEV. 0A <br />SCALE: 1/S'=1'-0' <br />5 �1�1�1�INC� SECTION <br />scALE: vs'=i'-0' <br />RIDGE VENT <br />STUCCO FINISH <br />SCALE: 1/4'0-0' <br />RIDGE VENT <br />-12 <br />51 <br />T T T T T T <br />THICKNESS OF TEXTURED FINI514 OVER <br />FRAME APPLICATION TO BE PER <br />W R1033.1 y yy ,yy yy <br />T T T T T T <br />GRE55 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 MST HAVE A MAXRV 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 />RIDGE VENT <br />NSHINGLE ROOF PER SPECS. <br />SEE DET 6/35 FOR COLUMN <br />T— <br />F. FLOOR ELEV. V-0' <br />SCALE: I/8'=I'-0' <br />RIDGE VENT <br />12 <br />Z::�:T5 <br />1:1 STUCCO FINISH <br />SEE DET. B/SNI FOR <br />— WEEP SCREED INFO <br />M <br />12 <br />RIDGE VENT <br />5 SHINGLE ROOF PER SPECS. <br />3'-0' <br />T. BEAM ELEV. <br />STUCCO FINISH <br />SEE DET 6/35 FOR COLUMN <br />SEE DET. 5/5Ni FOR <br />WEEP SCREED INFO— <br />F. FLOOR ELEV. Q'I'Ah <br />3 .EFT ELEVATiON 11511 <br />SCALE: <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 NY CONSTRUCTION, <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THN <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 />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.danscoenginee6ng.com <br />CA 25948 <br />0 <br />N <br />uj <br />Z <br />O <br />n <br />Zo <br />Zo <br />Z <br />�U)MtO <br />Q� <br />nN <br />awAll e^ <br />ZHaaM <br /><�Q o <br />zc~n� <br />W <br />z� <br />LU <br />0 <br />CD <br />u, <br />W <br />1121:� m W <br />LU <br />V) --, O <br />Q > cn <br />LU I J <br />O Lu U m <br />W <br />Q <br />''LUn <br />v w m <br />_� <br />Z I Q m <br />�U O <br />U0 U <br />N QNO <br />LU U <br />M1�0 <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 />SIGNEDAND SEALED FOR TH E STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WR1fTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 2D19-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 IIMPS0N H10A ILO <br />SP RTl A <br />VERSION NO. 1.03 / 02.07.19 <br />C.7S s "° !.i h k s.'M t, <br />r� <br />o <br />Y <br />LUCal <br />Z —' <br />O <br />:i u.L <br />a LOV _ U <br />W r <br />C� 3 <br />QCCV <br />=�! N� <br />W w� 21 00 <br />W =)* r* w* <br />Z <br />Q LJ ZD Li � Ld <br />�� <br />W ❑ ❑ <br />SHEET TITLE: <br />ELEVATION "B" EXTERIOR <br />ELEVATIONS & ROOF PLAN <br />SHEET INFORMATION: <br />JOB NO.: 390442 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />3B <br />Ii�T i d i it I � L. I -;il � e�' Iil I:i: tiil l� 'k.iIlliliL l ilY�. u;d{I iC <br />