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Home My WebLink About2001 W 11 St 17-3265; PORCH REPAIRCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: � r] �j Documented Construction Value: $ �� e� • T� r7 Job Address: (11Qf� t �_:s�t•� fir- Historic District: Yes ❑ No. L"I Parcel ID: 36./ q, �5C' Residential [0 Commercial ❑ Tye; e of Work: New Q Addition ❑ Alteration ❑ Repair Q Demo ❑ Change of Use,[] . Move Description of Work: Plan Review Contact Person:' Title: Phone: Fax: Email: Property Owner Information Name � 1 c Phone: Street:'x Resident of property? City, State Zip: -� Ck(" AA LC J' "Contractor Information : Name Phone:�`Lyl: wxu r �3 C n Street: City, State Zip: Aer-7_S 4:',ft ( Fax: State License No.: /�, 13,�! 12 c-, / ZS `7 Arch itect/Engin6er Information Name; �� i' W�Hnc�n S. f ci_ j� b Phone: � �' Street: ,%' �G� �v� ��n c• rT f. s r v Fax: _ City, St, Zip. CJ ([' il�� 't i i� ' F�' E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER.:. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER'T'Y: A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY . BEFORE, RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Aµ FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511i Edition (2011) Florida Building Code _........_.. ,.._._._.._....._.... .. ......._ __..._._..._....__ _... __._ .... ---- ------ Re -wised: June 30, 2015 PC11144plication THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING 5th EDITION CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND WEATHER FOL UP WEATHER INCLUDING ASCE 7-10 AND 2011 NEC. MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIER & 1. BASIC WIND SPEED - 1,39mph ULTIMATE WIND SPEED V ult and NECESSARY w CORNERS BARRIER TEMPORARILY SECURE p xz�r THROUGH FLASHING 103mph 3 SECOND GUST/NOMINAL WIND SPEED V asd " F r 2. WIND IMPORTANCE FACTOR - 1.0 � 3. CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE 1 ' 4. WIND EXPOSURE - CATEGORY B ° �^ WEATHER EXTERIOR 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED ' . l `RESISTIVE SHEATHING BARRIER BUILDINGS IS .18 & HEIGHT & EXPOSURE ADJUSTMENT TAPE- SILL PLATE LIJ COEFFICIENT IS 1.0 2 2 FLASHING DO NOT FLASH OVER BOTTOM 0 00 TIE-IN WITH WEATHER RESISTIVE BARRIER, NAILING FLANGE 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH HEAD FLASHING TIE-IN Lo r- SP4 OR RSP4 FLASHING TO FORM WATER SHEDDING LAPS INSTRUCTIONS:MENEM C-4 EXTERIOR SHEATHING 1. CUT, FOLD UP & TEMPORARILY NOTES: 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER •r❑ SECURE WEATHER RESISTIVE ALLOW FOR FLASHING INSTALLATION �i� BARRIER ABOVE HEADER TO 1. FLASHING. TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 'Q FOLD UP WEATHER ALLOW FOR FLASHING 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER �R RESISTIVE BARRIER & INSTALLATION I 2• REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW HEADIER TEMPORARILY SECURE SILL PLATE (SEE HEADER CHART) 5, FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2. INSTALL HEAD FLASHING UNDER SIMPSON HEADER L. D A9 ATS AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RFS/ST WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS X cu EVERY CRIPPLE BOTT. FULL LENGTH 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOL WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WALL STUDS R,q BARRIER BACK OVER HEAD 10d NAILS `� R FLASHING AND SEAL WITH TAPE SIMPSON LSTA12 P� WEATHER RESISTIVE ® 12"O.C. BARRIER HEADEfR STUDS BOTH SIDES STAGGERED �� OPTION -A 2 ROWS ?: '^';t;.;:;i:;•... O �P ILL PLATE SEE DETAIL B `� 2 FOR OPTIONS) V�� FLASHING O S " � S ® 4a O/C F- kn WOODEN F� SID NG O e P CORNER PATCH ::: L" 4 ILL PLATE c H5 S 4 f P 0 RS P4 •: �I SEE NOTE #2 v 20 FLASHING ;. FLASHING WALL SHEATHING a a NOTES: NOTESr NOTESi 1, a = 4 f t, 0 In, L FLASHING T❑ BE FLEXIBLE SELF-ADHESIVE TYPE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) (MIN, 6' WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. INSTALL SILL FLASHING As SHOWN ABOVE REVISIONS V 3. MECHANICALLY FASTEN AS NECESSARY 4. INSTALL FLF,SHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WINDOW AND DOM FLASHING DETAILS wew a®a aaeal bwl aaffia wlal aatl w® wwy ®w we! �`I mm aaa rH aam _� 1 Ila � n A�1� 1 1 LAU N 1 1 HALLWAY a o .I 1 s cm � ma■ ® mm s A m way waw ws 1 E3FDRM 1 ��o (D�1 1 K�TCriFN _Ov-_r walls and ceiling with -,,,over new 1/2 " drywall 1 1 `-(.;over walls and ceilirr � with 1 1 new 12 " drywall 00 / y 1 1 1 MEN maw fom wwy _ IN r - IN MENEM! - �a ria slt� aaml v."J aaap Ier1 aaaal ma.a 400 ®yi lurnbing fiAures are repN.ed W101 new - urstalled per plumbing CONNECTOR SCHEDULE LIMITING HEIGHTS A I rl Scope of work: Tui Replace drywall in Bedroom 2, Bath and MODEL # FASTENERS UPLIFT(133) 4— MNION" CAPACITY / Laundry with new. Re til e bathroom. SP -1 6-10d 4-10d 585 U. light hxture are with new - u�5talled r electrical Replace toilet fixtures with new. SP -2 6-10d 6-10d 890 ' SP -4 6-10dx1 735 ti 1lf Wirt FOR CODE CQMPl1�WCE a. ♦1 code Replace upper wall framing on Fr. Porch MTS12 14-1Odx1 1000 1MTS20 14-1Odx1 1000 �PLAN6 EXAMINER n U) 7— 44`_ M .� .....y" � y� � .m WEN ®� ■yd ea. � � �L ww.v � ® and replace 2 windows with new—see LSTA12 10-10d 755 r header chart. STA24 8- 0 1295 °`��a-�Q___ __D Iff mom CE - LIVING LSTA30 22-10d 1670 DATE Co ver new framing o f Fr. Porch with - DEDF;M stucco over loth and housewrop, Finish 2Q -10d 1995 0. 1715 to match existing, l 11-_ 0dA �1y tt� ssj �� 9 WTAM __W_itlrc_� tx9n SANFOR® BUILDIN TVI HEjFrA90 17, 9130D SION _-16d A PERMI`f ISSUED SHALL BE CONSTRUED TO BE A 19-16d LICENSE TO PROCEED WITH THE WORK AND NOT AS ®� ■ ■� yyy. ■■. wy■ ._ ■a■ ,� e. o ®— ®v O - I g1n1'l5960 ASIDE HAORII Y- 0 E PROVE, ONS EL,OF ALT TECHNICAL '� ®4..ABU66 12-16d+ 2300 CODES,THE BUILDING OFFICIAL FROM THEREAFTER ALL ISSUANCE OF A PERMIT ENT REQUIRING A CORRECTION OF ERRORS IN PLANS, H2.5 5-bd - 5-8d-40 CONSTRUCTION OR VIOLATIONS OF THIS CODE AM FR POKE 1 - 1 0rjX1 N 1450 NIL X MQT 22-10d 3655 - - FiinkPra 1785 Al HGT_2 8-lod+rd bolt 6485 00 —1 AT FX41' FACE �LD!"NCR ." wwa mwa wml w! Ewa ww. wY o wv . r� cpl�ace existing wuid�:�ws with new S�;NFC7RD apprgx. 52"w.x.37"h. ATR Is all threaded rodF'AR1rD`: FL��UP, PLAN 1 7- 3 2 6 5 TABLE 301.2 2 COMPONENT OF CLADD NG LOADS FOR A BUILDING w/ A MEAN ROOF HT OF 30ft LOCATED IN EXPOSURE B (psf) 2 SYP EADER SIZE ULTIMATE DESIGN SPEED F{1*ADER STUDS FULL LENGTH #EACH END STUD(S) ® EA H END V ult (in mph) TRIB AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION ® 0 a 10 <+>35,3 <+)35.3 2 (-)38,2 <-)47,2 2' X 6" SOUTHERN PINE 24' O/C 2 2 1T-0' <-)36,7 C->44,0 2' X 8' SPRUCE, FIR 24' ❑/C 2' X 8" SPRUCE, FIR 16' ❑/C C-)34,6 C-)39,8 100 C+)30,0 ® 22'-g' Li C-)36,7 500 C+)86,3 C+)26,3 C-)29,3 C-)i?9,3 Q) �7 C� � vi � I ■■tea t a�w � A � ■ ygeo■ W � o EL ter. W �" Q a�awwt SEAL ��— Jo�e�� 1 iml�ra�y, lil, Fl. E, F�.E.�w�2�i G1 761 � G►am�rcy Drive ORLJ`.itiDO, FLORIDA �2�1 joe��rrr,:�ons3��m�il,��.�n� THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING 5th EDITION CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND WEATHER FOL UP WEATHER INCLUDING ASCE 7-10 AND 2011 NEC. MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIER & 1. BASIC WIND SPEED - 1,39mph ULTIMATE WIND SPEED V ult and NECESSARY w CORNERS BARRIER TEMPORARILY SECURE p xz�r THROUGH FLASHING 103mph 3 SECOND GUST/NOMINAL WIND SPEED V asd " F r 2. WIND IMPORTANCE FACTOR - 1.0 � 3. CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE 1 ' 4. WIND EXPOSURE - CATEGORY B ° �^ WEATHER EXTERIOR 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED ' . l `RESISTIVE SHEATHING BARRIER BUILDINGS IS .18 & HEIGHT & EXPOSURE ADJUSTMENT TAPE- SILL PLATE LIJ COEFFICIENT IS 1.0 2 2 FLASHING DO NOT FLASH OVER BOTTOM 0 00 TIE-IN WITH WEATHER RESISTIVE BARRIER, NAILING FLANGE 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH HEAD FLASHING TIE-IN Lo r- SP4 OR RSP4 FLASHING TO FORM WATER SHEDDING LAPS INSTRUCTIONS:MENEM C-4 EXTERIOR SHEATHING 1. CUT, FOLD UP & TEMPORARILY NOTES: 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER •r❑ SECURE WEATHER RESISTIVE ALLOW FOR FLASHING INSTALLATION �i� BARRIER ABOVE HEADER TO 1. FLASHING. TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 'Q FOLD UP WEATHER ALLOW FOR FLASHING 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER �R RESISTIVE BARRIER & INSTALLATION I 2• REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW HEADIER TEMPORARILY SECURE SILL PLATE (SEE HEADER CHART) 5, FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2. INSTALL HEAD FLASHING UNDER SIMPSON HEADER L. D A9 ATS AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RFS/ST WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS X cu EVERY CRIPPLE BOTT. FULL LENGTH 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOL WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WALL STUDS R,q BARRIER BACK OVER HEAD 10d NAILS `� R FLASHING AND SEAL WITH TAPE SIMPSON LSTA12 P� WEATHER RESISTIVE ® 12"O.C. BARRIER HEADEfR STUDS BOTH SIDES STAGGERED �� OPTION -A 2 ROWS ?: '^';t;.;:;i:;•... O �P ILL PLATE SEE DETAIL B `� 2 FOR OPTIONS) V�� FLASHING O S " � S ® 4a O/C F- kn WOODEN F� SID NG O e P CORNER PATCH ::: L" 4 ILL PLATE c H5 S 4 f P 0 RS P4 •: �I SEE NOTE #2 v 20 FLASHING ;. FLASHING WALL SHEATHING a a NOTES: NOTESr NOTESi 1, a = 4 f t, 0 In, L FLASHING T❑ BE FLEXIBLE SELF-ADHESIVE TYPE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) (MIN, 6' WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. INSTALL SILL FLASHING As SHOWN ABOVE REVISIONS V 3. MECHANICALLY FASTEN AS NECESSARY 4. INSTALL FLF,SHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WINDOW AND DOM FLASHING DETAILS wew a®a aaeal bwl aaffia wlal aatl w® wwy ®w we! �`I mm aaa rH aam _� 1 Ila � n A�1� 1 1 LAU N 1 1 HALLWAY a o .I 1 s cm � ma■ ® mm s A m way waw ws 1 E3FDRM 1 ��o (D�1 1 K�TCriFN _Ov-_r walls and ceiling with -,,,over new 1/2 " drywall 1 1 `-(.;over walls and ceilirr � with 1 1 new 12 " drywall 00 / y 1 1 1 MEN maw fom wwy _ IN r - IN MENEM! - �a ria slt� aaml v."J aaap Ier1 aaaal ma.a 400 ®yi lurnbing fiAures are repN.ed W101 new - urstalled per plumbing CONNECTOR SCHEDULE LIMITING HEIGHTS A I rl Scope of work: Tui Replace drywall in Bedroom 2, Bath and MODEL # FASTENERS UPLIFT(133) 4— MNION" CAPACITY / Laundry with new. Re til e bathroom. SP -1 6-10d 4-10d 585 U. light hxture are with new - u�5talled r electrical Replace toilet fixtures with new. SP -2 6-10d 6-10d 890 ' SP -4 6-10dx1 735 ti 1lf Wirt FOR CODE CQMPl1�WCE a. ♦1 code Replace upper wall framing on Fr. Porch MTS12 14-1Odx1 1000 1MTS20 14-1Odx1 1000 �PLAN6 EXAMINER n U) 7— 44`_ M .� .....y" � y� � .m WEN ®� ■yd ea. � � �L ww.v � ® and replace 2 windows with new—see LSTA12 10-10d 755 r header chart. STA24 8- 0 1295 °`��a-�Q___ __D Iff mom CE - LIVING LSTA30 22-10d 1670 DATE Co ver new framing o f Fr. Porch with - DEDF;M stucco over loth and housewrop, Finish 2Q -10d 1995 0. 1715 to match existing, l 11-_ 0dA �1y tt� ssj �� 9 WTAM __W_itlrc_� tx9n SANFOR® BUILDIN TVI HEjFrA90 17, 9130D SION _-16d A PERMI`f ISSUED SHALL BE CONSTRUED TO BE A 19-16d LICENSE TO PROCEED WITH THE WORK AND NOT AS ®� ■ ■� yyy. ■■. wy■ ._ ■a■ ,� e. o ®— ®v O - I g1n1'l5960 ASIDE HAORII Y- 0 E PROVE, ONS EL,OF ALT TECHNICAL '� ®4..ABU66 12-16d+ 2300 CODES,THE BUILDING OFFICIAL FROM THEREAFTER ALL ISSUANCE OF A PERMIT ENT REQUIRING A CORRECTION OF ERRORS IN PLANS, H2.5 5-bd - 5-8d-40 CONSTRUCTION OR VIOLATIONS OF THIS CODE AM FR POKE 1 - 1 0rjX1 N 1450 NIL X MQT 22-10d 3655 - - FiinkPra 1785 Al HGT_2 8-lod+rd bolt 6485 00 —1 AT FX41' FACE �LD!"NCR ." wwa mwa wml w! Ewa ww. wY o wv . r� cpl�ace existing wuid�:�ws with new S�;NFC7RD apprgx. 52"w.x.37"h. ATR Is all threaded rodF'AR1rD`: FL��UP, PLAN 1 7- 3 2 6 5 TABLE 301.2 2 COMPONENT OF CLADD NG LOADS FOR A BUILDING w/ A MEAN ROOF HT OF 30ft LOCATED IN EXPOSURE B (psf) 2 SYP EADER SIZE ULTIMATE DESIGN SPEED F{1*ADER STUDS FULL LENGTH #EACH END STUD(S) ® EA H END V ult (in mph) TRIB AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION ® 0 '1 1 10 <+>35,3 <+)35.3 2 (-)38,2 <-)47,2 2' X 6" SOUTHERN PINE 24' O/C 2 2 1T-0' <-)36,7 C->44,0 2' X 8' SPRUCE, FIR 24' ❑/C 2' X 8" SPRUCE, FIR 16' ❑/C C-)34,6 C-)39,8 100 C+)30,0 C+)30,0 22'-g' (->33,0 C-)36,7 500 C+)86,3 C+)26,3 C-)29,3 C-)i?9,3 .EXTERIOR #� STUDS SIZE STUD MATERIAL & O/C SPACING LOAD BEARING WALLS HEADER/STUD/STRAP CHART (NTS) 2' X 4' SPRUCE, FIR 24' ❑/C 2 SYP EADER SIZE MAXIMUM SPAN F{1*ADER STUDS FULL LENGTH #EACH END STUD(S) ® EA H END STRAPS EACH END OF HEADER (2)2X6 5'-1" '1 1 1 2 2X8 6 -0 '1 1 1 2 2X10 W-2" 2 2 2 2X12 2' X 6" SOUTHERN PINE 24' O/C 2 2 .EXTERIOR #� STUDS SIZE STUD MATERIAL & O/C SPACING MAX. HT, 2' X 4' SPRUCE, FIR 24' ❑/C (ASSEMBLED 2' X 4' SPRUCE, FIR 16' O/C WINDOW) 2 Z .i T Z 11'-U' FLASHING 12'-8' .EXTERIOR #� STUDS SIZE STUD MATERIAL & O/C SPACING MAX. HT, 2' X 4' SPRUCE, FIR 24' ❑/C g'-4" 2' X 4' SPRUCE, FIR 16' O/C 2' X 4' SPRUCE, FIR 12' ❑/C 2' X 4' SOUTHERN PINE 24' ❑/C .i 2' X 4' SOUTHERN PINE 16' ❑/C 11'-U' 2' X 4' SOUTHERN PINE 12' ❑/C 12'-8' 2' X 6' SPRUCE, FIR 24' O/C 13'-0' 2' X 6' SPRUCE, FIR 16' O/C 2" X 6" SPRUCE, FIR 12' ❑/C 2' X 6" SOUTHERN PINE 24' O/C 14'-0' 2" X 6' SOUTHERN PINE 16' ❑/G 1T-0' 2' X 6' SOUTHERN PINE 12' ❑/C 2' X 8' SPRUCE, FIR 24' ❑/C 2' X 8" SPRUCE, FIR 16' ❑/C 2' X >�' SPRUCE, FIR 12" ❑/C 24'-0' 2' X 8' SOUTHERN PINE 24' ❑/C 2' X 8' SOUTHERN PINE 16' ❑/C 22'-g' 2' X 8' SOUTHERN PINE 12' ❑/C 26'-0'