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5050 13th St
Zephyrhills
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5050 13th St
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Last modified
3/3/2025 10:39:24 PM
Creation date
2/18/2025 3:32:41 PM
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Building Plans
Street #
5050
Location
13th St
Contractor
Coyle Construction Inc
Building Plans - Permit #
18727
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r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - <br />I I <br />I I <br />ROOF TRUSS FLAN 1/411 = 11 011 <br />2x4 CROSS -BRACING 0 RIDGE <br />20'-0" MAX ( 7 <br />MEN <br />0 <br />0 <br />=I <br />him" <br />MIN <br />- <br />pe <br />M, <br />rdlill <br />Bills <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRU55 5RACING <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXF'ENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />LU <br />-rY111 <br />Q <br />TOP/BOTTOM CHORD GABLE <br />END BRACING m 48" O,C, MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />CONT, BOTTOM CHORD <br />BRACING: 0'x4" MIN.) ,w <br />10'-0" MAX, <br />P� <br />4� <br />o' BLOCK WALLS <br />STORAGE <br />BY ADDITION <br />UN <br />ROOF EDGE <br />m <br />-y O RIDGE <br />4 � <br />OXLu <br />OC2pa O <br />0 00 0 <br />0 <br />a� <br />Si <br />0 <br />MA <br />m <br />AA <br />In <br />5'-O'I <br />�l <br />I- I O I_ 30 L IL <br />I m <br />:12j <br />GABLE END <br />f i 1 1 <br />PARTIAL ROOF PLAN 5 -O <br />ZONE Oj 8d RING SHANK NAILS AT 6" O,C, AT EDGES <br />8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE <br />ZONES 2O (� 8d RING SHANK NAILS AT 6" O,C,, 4" O,G, AT <br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL <br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED <br />AND OCCUR OVER A FRAMING MEMBER, <br />ROOF 5HEATHING NAILING <br />NOT TO SCALE <br />O <br />0 <br />FOUNDATION 4 5ANITAIRY FLAN 1/411 _ 11 oil <br />STUD SPACING <br />L- BRACING <br />NO <br />L-BRACING <br />(1) 2 X 4 <br />L BRACING <br />(2) 2 X 4 <br />L 13RACING <br />(2) 2 X 6 <br />L BRACING <br />1,&" <br />0'-0" TO 4'5" <br />4'-5" TO 8'0" <br />8'0"- 12'0" <br />12`0" TO 1.&'0" <br />24" <br />0'-0" TO 4'0" <br />4'0" TO TO" <br />1'0" TO 10'0" <br />10'0" TO 14'0" <br />BACKNAIL W/ (2) IOD <br />2 X 4 WEB BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) 16D NAILS EACH END WITH <br />(6) 160 NAILS AT EACH END NAIL TO 2X� <br />2X4 ANGLE BRACING AT 48" OC ALONG <br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING <br />WEB BLOCKING WITH (2) I6D TOE NAILS <br />1/2" CEILING BOARD / <br />NOTE, <br />NO DROP GABLE NEEDED <br />2X4 OUTRIGGERS AT 24" OC — <br />WHEN OVERHANG IS 12' OR <br />CONNECT OUTRIGGERS TO <br />LEgB <br />GABLE WITH SIMPSON H2.5 <br />MAX. 24" OVERHANG <br />NOTE, NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE 18 4'0" OR LESS <br />"L" BRACING TO EXTEND AT LEAST 90 9t <br />45 DEGREES <br />OF WEB LENGTH ( SEE TABLE ABOVE) <br />MAXIMUM <br />STEP DOWN GABLE TRUSS WITH ONE LAYER <br />1/2" CDX SHEATHING OR 1/16' OSB NAILED <br />WITH BD COMMON NAILS 4" OC <br />SIMPSON LSTA24 OR EQUAL <br />AT 2'0" OC ( TYP) <br />2 X 4 NAILER ATTACHED TO BOTTOM <br />CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH 120 COMMON NAILS <br />AT EACH UPRIGHT MEMBER ON GABLE <br />CzABLE END BRAGINrz DETAIL <br />TYPICAL WOOD WALL BELOW <br />\— EXISTING 1'6" BLOCK WALLS <br />CARPORT AND STORAGE <br />NOT EFFECTED BY ADDITION <br />ARE NOT SHOWN <br />0 <br />1 lyr <br />I HEREB ( CET2TfFY THAD FF REYIEIUI f41E ATTACHED <br />DESIGNS,AND FOUND IT TO191L COMELIAf WITH CHAPTER <br />16, SECTI0N`;JQQ9 OF THE MORIDA HUQDING�ODE ASCE 1-10 <br />FOR 139'.R!-H;0,-EED THE ENTIRE YOYO .FWRIDA BUILDING <br />CODE RE3IDENTaAL op , w <br />_ T.L. HANSON!F'.l ICENSE NO, 38654 <br />P.O. BOX 1128, DADE CITY, FL 33526 <br />m <br />04 <br />U� <br />Zcf) <br />z (' m <br />Wow <br />0 <br />'1 o pC Is <br />UL <br />>• <br />Z N <br />V, m U m <br />o �a <br />�, <br />a <br />~ U Q <br />zLu ti <br />< <br />W Q N <br />a M <br />u > - N <br />� m N <br />Q00 0) CM <br />Q U <br />O <br />0 = <br />VJ T <br />W N <br />00 <br />m <br />0 <br />m <br />�C <br />o <br />7 z���� <br />O <br />u'Z -ZLL o <br />z w <br />o� <br />a3 <br />U <br />�z Q <br />O <br />o <br />lu <br />U <br />dr <br />W <br />,n <br />) <br />� N <br />!n <br />�1 <br />t1A <br />,Q <br />0 <br />O <br />N} <br />W <br />ao �t <br />� <br />� <br />O <br />z <br />A <br />Q <br />Q <br />V <br />L all <br />lyLu <br />---� <br />m !IL <br />(��ul <br />O <br />n� <br />�i- <br />LIVING <br />SOS <br />FORCH 1 252 <br />PORCH 2 165 <br />TOTAL <br />1326 <br />FIG <br />3 OF 4 <br />
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