Laserfiche WebLink
-- ------------- ------ - ------------------------ <br />------------ 11.011 <br />11-01 <br />01 LU <br />C) <br />(TYP.) (TYR) <br />41-01 <br />OFF -RIDGE <br />VENT <br />SLOPE 5:12 LU SLOPE 5:12 <br />NOTE: <br />FLASHING SHALL BE INSTALLED AT WALL AND ROOF <br />INTERSECTIONS, AT amiRs, AT ALL C144,65 IN ROOF <br />SLOPE OR DIRECTION, AND ARM ROa OMW. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />[L <br />--------------------------------- <br />LU <br />Q: <br />SLOPE 5:12 <br />iL - - - - - - - - - - - - - - - - - - - - <br />ROOF PLAN <br />I It I <br />C;L,/A"r:: 1/0 =1 -V <br />C::::::> R005 Vr=Nr 6CPr=E)UL.E <=� <br />VerlN with General Contractor all roof vent <br />locations, quantities, and sizes. Roof vents shall <br />be Installed for a minimum or vented area as listed <br />below or equivalent oVetem per &TH ED. (20il) <br />FRC:, FR80r02 <br />Roof vents or <br />5 ffit Vent <br />Mark <br />Location <br />aqua I 8�atem (sq. In.)i <br />(scl. in.) <br />RV I <br />Ma in <br />Roof <br />823 <br />823 <br />I <br />SEE <br />PLAN SEE PLAN FOR <br />a'-&" HEEL HGTT. j, <br />"k, TRME5 <br />0'-0" 5fRG. HGT. <br />Uj <br />2x FRAMI% AS IREa <br />2x4 (TYP) <br />SEE PLANS FOR BEAM SIZE <br />(2) 2x4 FRAMIWj <br />5TUCCO FIN15H OVER <br />MTL. LATHE 4 1116' 055 <br />SHEATHING 4 FRAM1Wj <br />AS REQUIRED <br />SEE PLANS FOR P05T 51ZE <br />P06T TO GMU CONNECTOR <br />5EE <br />P <br />REFER TO PLANS <br />-AN <br />2A SILL FRAMIWj <br />Ix4 (TYP.) <br />2x(o (TYP) <br />5T= FIN15H <br />SEE FOWATION PLANS <br />FOR FOOTER SIZE <br />0'-0" FIN, I=LfR. <br />15&MCE OF PLANS FROM TH15 DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />KSPON61BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENVOK AND ADHERENCE TO APPLICABLE <br />5UILI)lWj CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />MY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE I3UILDINGj <br />CODE$ WALL 13E BROUGHT TO THE ATTENTION OF THE DESIGNER5 OFFICE FOR CORRECTION 5EFM <br />COMMENCEMENT OF ANY CONSTRIXTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5HALL 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 DE51GNER SHALL NOT BE HELD RESPONSIBLE. <br />5 ** ** ** ** ** ** I <br />EE SHEET b FOR VMATERIAL INFO <br />oll WINDOW ELEV, 6�-O' <br />\_r <br />V50ORED BAND <br />STUCCO FIN15H <br />SEE 6/313 FOR <br />COLUMN DETAIL <br />OLPIN15H FLOOR ELEV. V-0- <br />\-r t <br />12 <br />:>� r-RIDGE VENT <br />6HINGLE ROOF PER SPECS. <br />Ilk <br />12 <br />5 <br />12 <br />REAR ELEVATION 11511 <br />SCALE: 1/8'=]'-O' <br />TRU55E5 PEP, PLANS <br />12 <br />br— <br />— 12 <br />zz�_t 5 <br />F31 <br />GAf E <br />2; 4 WALL <br />MA, MA60NRT IUALL <br />BUILDING 5ECTION <br />Sc;ALE- Ila'=11-ol <br />4'6CORED RAKE (TYP.) <br />THICKNESS OF TEXTURED FINISH OVER <br />RIDGE VINT RA',E APPLICATION To BE PE <br />FIRC R103,1 <br />STUCCO FIN16H <br />RIDGE vENT <br />6TUCCO FIN15H <br />SEE DET 6/35 FOR COLUM <br />SEE DET. 5/5NI FOR <br />JEEP 6CREED INFO <br />F. FLOOR ELEv. 0'-0' Ah OIL F. FLOOR ELEY. 01-01 <br />W631 <br />12 <br />RIDGE VENT <br />EGRE55 NOTE: <br />EACH BEDROOM MUST HAVE ONE WINIDOW THAT <br />C01PLIES WITH EcmFE86 CODES, IF THERE 16 NO <br />ACCESS To EXTERIOR T4ROUGH A DOOR, THE <br />WN)OW MIZT HAVE A MAXM SILL WGHT OF <br />44' MEASURED FROM THE FNISHED FLOOR OF <br />THAT PARTICILAR ROOM TO THE 130TTOM OF <br />THE CLEAR OPENIN63. <br />5HINGLE ROOF PER 5PEC5. <br />SHINGLE ROOF PER SPECS. <br />STUCCO FIN15H <br />SEE DET. 5/5NI FOR <br />WEEP 5CREED INFO <br />RIDGE VENT <br />/_ SHINGLE ROOF PER SPECS. <br />RIDGE VENT <br />12 <br />STUCCO FIN15H <br />r SEE DET. 15/6NI FOR <br />ED INFO <br />T. <br />go <br />SEE DET 6/313 FOR COLUMN <br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE <br />BUILDER OF RESPONSIBILITY TO REVIEL11 AND VERIFY ALL NOTES, DIMEN61ON5, AND <br />ADHERENCE TO APPLICA15LE 5UILDING WDE5 MOR TO COMMENCEMENT OF ANY <br />CON6TRUCTIOK <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO <br />APPLICA15LE 5UILDING CODES 514ALL 5E BROUGHT TO T14E ATTENTION 04* THE <br />DESIGNERS OFFICE FOR CORRECTION 15EFORE COMMENCEMENT OF ANY CON6MICTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR$ THA' <br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SU5JECT TO <br />ADDITIONAL FEES. <br />IF ANY MODIFICATION5 ARE MADE TO THESE PLANS 5Y ANY OTHER PARTY OTHER <br />THAN THE DE61GNER5 OFFICE, THE DE51GNER SHALL NOT BE HELD RE5PON515LE. <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.donscoengineefing.com <br />CA 25948 <br />CD <br />CD <br />04 <br />Z LU <br />0 fl- <br />f__4 <br />Ln <br />F-: 50, <br />z <br />U') M <br />(Mn <br />CL U <br />U, <br />z <br />00 <br />z 17) <br />W <br />Z LU <br />LU ?�: <br />_j <br />C) <br />Uj <br />W <br />LU Z <br />V) 0 <br />[L <br />> <br />L1j < <br />LU I — OL. <br />C) iE. �Q <br />LU <br />LU a: _j <br />(D LIU 0 <br />z < C) <br />< <br />0 V) <br />01-0 (y) <br />CN 0, <br />< CID <br />LU U L0 <br />CY) (y) <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 = ±018) 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 DRAWING ONLY. <br />0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM UENNAR CORPORATION. <br />0 2019-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, ULC 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 />6TH ED. (2017) FBC <br />1.00 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 />USP RT16A <br />VERSION NO. 1.03 02.07.19 <br />'7, <br />�i <br />C71 <br />C%4 <br />LU <br />0 <br />L.0 <br />LU 0 z <br />V) LO >_ <br />::) C4 < — <br />CN 04 <br />< r _3 <br />Ix V) "�t <br />>- -0 <br />Uj LU Cl) '0 <br />LU =) 4t: ::E 0*0 <br />LLJ <br />z :2i LL Lu LLi <br />! <br />< . . <br />F3 c/) CL a- a.- CL <br />z <br />LU 1:1 E] 4d <br />SHEET TITLE: <br />ELEVATION "B" EXTERIOR <br />ELEVATIONS & ROOF PLAN <br />SHEET INFORMATION: <br />JOB� NO.: 390221 <br />DATE ISSUED: 02.20.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />3B <br />1.-0 <br />04 <br />L0 <br />C� <br />r_1 <br />00 <br />114- <br />04 <br />LO <br />r- <br />1111-1 1,; L M , ' _ _4 I i I 1 11 1 1 1 1 � I , , I I 1 -1 1 1 1 1 1 1 1 11 1 1 1 — — - 111.11 1 , " 11 ,, -A_� HJL��.� I <br />