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7808 Broad Pointe Dr
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7808 Broad Pointe Dr
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Last modified
3/21/2025 3:55:05 AM
Creation date
2/24/2025 10:04:23 AM
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Building Plans
Street #
7808
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
22682
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(2) LAYERS OF s/4' <br />PLYWOOD OR (2) LAYERS OF <br />3/4' SUB FLOOR MATERLAL <br />RIPS FOR SOLID NAILM <br />87411E DATA. <br />ISR T'2' <br />9, 9'-4 9/4. 2N0 PIN. FLR <br />91 <br />14 TREADB • <br />/ ID'• I' MO61WCa SYST6M <br />(SEE FLOOR <br />/ <br />FRAMMG 64EET) <br />8'-RD' BR6. H4T. <br />MAX. I® <br />/ <br />Q W <br />r / <br />F7 <br />S Is�RNERS 1A N� CCOR'1 TO <br />Fec Ieo+r1AR_ ArN R:D. raoru <br />MN TREAD.10' MAX RRER.I <br />3 <br />INCLOND ACOIONSLS 1rAtS W WR NAM <br />3/4' )/Y' MAX. VARIATION N <br />/� TO <br />Q <br />ON" <br />ww � ON f {RD ND� <br />EACHWORR <br />AW�� <br />i Q <br />W <br />Sm ON VY d1MIl1 lONqo. I40OR Awl <br />VARIATION N ANY RISBR/RREAD <br />MAMMAL CNCLLAR CROSS <br />roU <br />IALSW V4 <br />ON F"OVMrEOOWV <br />m <br />3,4P" / PANTRY <br />ORASPPmWNmCAoMR,II° O,. <br />MIN. RMPRAIL W. <br />(3) 2X12 S.Tl. <br />STRINGERS <br />DBL. <br />TOP <br />64 <br />'-0' FIN. FLR <br />PLATE 0 <br />2X4RE-MMN6• <br />EA 2 X 12 670UWAR <br />ROd MASONRY NAILS • 2X4 <br />SEG)RE umd 6'.8' or- <br />P.T. SLEEPER INTO SLAB <br />WITHIN V OF <br />EACH END. s2- <br />O.C. MAX. <br />BAR DETAIL <br />A G a'-0 <br />@,)STAIR SECTION <br />LE. 1/2'" '- <br />.- <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 6 36. AS PER FBCR R311.182 <br />W/ 2X4 RE-INFORClJG <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />L HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 14'1 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 <br />HANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwAbdosWoolgcom <br />AA S: 0003325 J <br />� <br />q5 <br />WWtJ <br />i[T3DIV. Ae LAT: <br />ABBOTT PARK <br />LOT #28 <br />BLK. #8 <br />PllOJ=T <br />04181.00t28083 <br />1[ODESIA <br />3EEB <br />"2260—ELSTON" <br />GA>RAOs DWING: <br />RIGHT <br />11PAOX: <br />STAIR <br />SECTIONS <br />& DETAILS <br />60 MPH EXP. C <br />DATM 11/26/19 <br />sCAl,L': 1/4"=1'-0" <br />okmc T <br />Al <br />
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