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2201 Brookridge Trl 12-2126 (new townhome)4 p E«5 'b} ug. CITY OF SANFORD Lr B LDING & FIRE PREVENTION —�—ER /IT APPLICATION / e(2j /6 I t PO .� Application No: 12 Documented Construction Value: $ Job Address: 2&1&zk&49e 5id �I Historic District: Yes ❑ No ❑ Parcel ID: 1�' 6 Q �,�j0� S�({ 6f��"'�6 ,�Q Zoning: Description of Work: 'TOWN ftKE UNLT Plan -Review Contact Person: b4pmaV CIO CSC. Title: Phone: hol— Fax: 401- g0S-%T6(P E-mail:daohheCldrk inCftfl-%Y.COM Property Owner Information Name MattaWLAt Phone: Street: Resident of property? City, State Zip: I��nr Po►tl�. 32'189 Contractor Information ,, –1 Name �� Phone: 44– 251 "04D Sheet: Qa I? Fag: 1. 3"RCS- 016 City, State Zip: 1AXAT .1r Pa&-,R'12aAfl State License No.: 1512500 Architect/Engineer Information i Street: 221 G WAMOWt IDICAUe is iilL ► N'_ _ 1 Bonding Company: Address: Building Permit `/ Square Footage: $_ No. of Dwelling Units: Electrical ❑ New Service – No. of AMPS: Phone: ho -1– M Iq i7 Fag: E-mail: Mortgage Lender: u� Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) * 10 -IV,. 2f., No. of Stories: 2 Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads:— NOTICE EDGE OF 1 / ► I l 20'1018 WALL TO WALL r 1 WALL TO WALL WALL TO WALL 19,100 ,, 1 , / , : , 1• 1 , r , 11`1 1 "1 HEL1BACK .1 1 'f i 1 .1 1 1 1 F 1 A, 1 1 • 1 1 1 BLOCK 1 • • r , - ► �' ♦ r - ♦ - w 7 v_ • 7: ♦ _ ��.: 7'ir!.wLi:.� i wALi. �� A wrU�! i ..w al:.� A ww .rR.�. / _!L'+. ! .w ,ws. t7! rra. al:Il�"i wA `Mar w wA �� 4&11111111.1 i .w . ri:. \ 1 . 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A�"il;� Ltq. ii■�"1�,waw �►-�A►.Rwwi w� w� wrai:.LRri�iALi:�,7-w�..�1'�...r! �'1►:.A�'ir: ar �V' 1 t , 1 , . , 1 ' ., , , - r r r " e , r LL °�■.rr,■■�■r _ �oI■■�rl��,.l�l� ,�1_ ;.■■r��.a■■■■■■11■r. : PIN ABIs { F3 DRS V-4" FLOORS F1 3 F3 00 r FLOORS 11-401 FLOORS C4 F1 3t OO- ♦I F1 3 .. • ►�1I Li 112 r L����� ���■lar,■► f' N "Iwo V,/,.,i BTM 0 9'1 DRS low1 ► • - � _ ►■ I I ►>f ♦� "►j ��■fit ►• ��� � �t►'�♦_r� �1 ■ - ��� � � �a�ens x� _ / � �.■�,�r� ' r' - la■aVw �1■r�� �■ Iy ■� �■� �■■■ _; 1 >r�r ► ♦ �♦ ♦ �► � I ►. � .. .\� Ilw+il■1 �.r■■r.■.7 Irl • _ — `� ♦t' .. .. �♦ ,� I I I s a ► I 11 I I I I 1 '-. ►i1�A ■1■■11�■I�1 ��, " � if ; / .� �w a *� � -1 I e .i■ E .'F13. ■ L F131 1 ♦fit►' •� / ►1 11 - Min F1 3C_ F13 � IiiiFort"Nio®r / / —Ii BRIG0 Wi i; WALL 2 -PLY :mow■., '�� �■rr■■.�1.: �- _ -- — - 1 ---' _ ►� >♦ � �►"-- - ►• i♦- •� ►� ►i �� �tl 11 © ►�< 1 • 1F20 I r :;=�.■�I�.I�I■r■r� .� 1; r • / - .DRSI.F22 I I►; ♦1 Fi (2)PLY At A., F22 Nu�[ �■■Il�lr■� r ua*■�►- , �■�w 1r■■�1►_ �, : i• 101111■ ' — .1 (2) 2x8 LEDGER 1 • 1 • - ► r ■�■ ■� ■w ■rr■■ �1 ►♦1 1 • 1 ►! r - ��♦i -1 - ' ''.r■.ie�r+� ■�■..■ ► 1♦� O W �� All F20 go BTM 0 9��DRS F1 5A l��r►. r ;1'►�1�■ �.` ,►) • " -1 � 111 = — " ' -_ • . �►1/ E Al « t� .. ���� ►1 ►Ii ���� j�'- .. 13 A1 r r l ��■�r■rrr■�►:�Y11 1,1;0 �� � til I ;r�■��� `'- ° � �1 _ ►* I 1 n■■r■1■1�•r�� .� � � ,♦ A, : I„ X11 ,►1 •.' ► ° � � « .- �■1■�r ��� r 1■1�= , ■ w■rl■ 11� �11,w;w�" �1■1�- r 1 _ ► � i�.e• Armies �►�-!►.: I!/ ►: ►13i I�■w �i I` 1 1, 1A cif' r r 9 CHORD1717F1 5A 11 2 -PLY TO BTM to _ - err■.I '� •4 .. ►/Uf I,:.�r ■..; � ►� /'I �t • ♦� ►w1 ::1 ' 111 r. ►'rl♦mU0,1►♦ �j1♦����'► °I° ► 1 1 - ' 1 1. : , 1.: 1 . �/1 �►_,�■� w :� dl I :I-I■Ij i.■■■,r■r11��.1111■ -I� I 1 �� ��I ► ►� Ili nI 1 �1 -- -- — -1� Ilie_____ _ ► 4" FLOORSImi7 �'.�w'� i rte► ♦.i C. �•�:, , ♦ ■ �� ►t � ► I ° ��®� • r HANGER LEGEND * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERIMSE FT5 AHU26 29 AHU46 54 © AHU28S�R ROOF LOADS oil C@ AHU26-2 @ SSL26 DO AHU28-2 TCLL: 40 SSR46 EO AGUS26-2T 8 Q SSL46 F� AGUS28-2TIu�R WORK CAN BE DONE. PLEASE INDICATE TRUSS PLACEMENT, DIMENSIONS, BEARING CONDITIONS, OVERHANGS. CHIMNEY, MSR26--2 G� AGUS26-3T +IL MSL26-2 Q AGUS28-3T KTHGQ2 O AND CONNECTIONS SHALL BE FT _ -►� � 1°r �i P •� 1/2* PLY WD rll TO BTM CH)R ►r DATE: 07/12/12 SCA E: j/4"=1 I—on �►t111 RUN 112N PLY WD °� — 00 -- - - - COUNTY- SEMINOLE 1 OF 2 BLDG LOTS. DWG NO. 14 LOWER ROOF & FLOOR 12HSl46F Approve 1 0I I TO BTM • tl ;► _ I ► t ►, �► 1 I � �'♦� 91 X11 � �{ ►� _►� �� I �` ICil 111 ►♦1 I b♦ ►, I ,+1 �► ISI .1, I. �r'1 Ii����;1�►',u,♦r�� :♦�i♦!i►��♦.�4` �♦w�♦.�1:� i 1 �' ► A& 1►♦"�•; ♦e �1•M-•':1►&401 v'.•• �. ♦i'�►r♦_ .. — _ ME .�a/ll-��a���..t►.�I►_��♦.♦a���.�..�.►��♦.,1.%1<.�1►���1�a♦��'�`ri♦..♦: C14 1 04 .. ,, N C4 ,■, ®,�.-,�,�.:�►,�♦*'►'����♦.,.�1�►..M.\,_a♦w.♦�►�t:►e►►�.♦.►♦!���♦:♦�a�,,t♦� t, ♦, C-4 �,,. •. �;'s r..♦ ►°• •.'.r- N N C14 C4 04 1 �, �,►�" N111- OVERHANG I I ! I I ��r1► f I ��..�♦��.��►_� ' HEL• 1 BACK 1/2" • 1 BACK 1/2- '1 , ql 1 1 EDHELGE 1 : 1WALL 1 1 • • / 7 ELEV—A (REV) 1 1 1 HANGER LEGEND * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERIMSE AHU26 29 AHU46 54 © AHU28S�R ROOF LOADS SSR26 C@ AHU26-2 @ SSL26 DO AHU28-2 TCLL: 40 SSR46 EO AGUS26-2T 8 Q SSL46 F� AGUS28-2TIu�R WORK CAN BE DONE. PLEASE INDICATE TRUSS PLACEMENT, DIMENSIONS, BEARING CONDITIONS, OVERHANGS. CHIMNEY, MSR26--2 G� AGUS26-3T +IL MSL26-2 Q AGUS28-3T KTHGQ2 O AND CONNECTIONS SHALL BE KTHGQ3 0 CUSTOMER: MATTAMY HOMES SPECIAL CONNECTION BY OTHERS DETAIL AT FIRE RATED PANEL 23., J 5» .r; , 1- "m�■I -LOOK STUB 3/4" FROM YT. BLOCK WALL DETAIL AT PARTITION WALL Sol 21) G TP TH 01 ELEV—B DOTE: Labeling trusses is a service, not a requirement. Engineered drawiings supercede labeling of trusses. It is the responsibility) of the builder to utilize engineered drawings when erecting trusses. Girder truss to gir+der truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES - 1 . OTES1. TRUSSES SPACED 24 ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION 1. Go al FT FT11 y: Z FT N • FT10 = 'tattt►Isl�+irr F`l E M E/y/Ci��ife u �° • ' iCEHs �c�" % EJ RUN 1 / ; PL'Y WD TO BTM CH PLY X 4 • • ;� FT8 00 W M o CJ13 r �' �, Cil 71) .-7 ��`�• .•CO tOQ:• �a�: U_ U. C14 L � 0" OVERHANG y�� �+ �`rwSaOI IAL �-�`ae°� y 111/11111g 1 D BACK 1/2' FROM M ro M M M M M �E OF BLOCK WALL 13'3" g't" w w w w w w w w W 0v JUL 7 2012 18'4" 2' —:r 6/12 18'4"4* I ,. l.2-.�r.?G r? -.?Ca? WALL LEGEND 18 8 20' 21' Aii? 9'- 4" A. F. F �--� 13'-0" A.F.F TPTH03 TPTH06E MIA 18'--10" A.F.F ELEV-A(REV)ELEV-A(REV)FICE 1s' -1o" A.F.F WIND SPEED: 140 MPH TYPE: MWFRS EAGLE TRUSS DD Q� TEL: (2,39) 226-1100 FAX: (239) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 DESIGN CRITERIA: ASCE 7/10 RISK CAT: 2 EXPOSURE: B s H C P E) R A WI N G A R P R o V A L ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 THIS DRAWING FABRICATION PREVIOUS APPROVAL IS THE SOLE SOURCE FOR OF TRUSSES AND VOIDS ALL ARCHITECTURAL OR OTHER LAYOUTS. OF THIS LAYOUT IS NECESSARY TCDL: 15 BCLL: o I BCDL: 10 45 INS 1,25 _ TCDL: 10 BCLL: 0 BCDL: gTOTAL: TOTAL: 55 ,�E 1.00 ' BEFORE ANY VERIFY ANP/OR DIRECTIONS; PITCHES, SHAPES, WORK CAN BE DONE. PLEASE INDICATE TRUSS PLACEMENT, DIMENSIONS, BEARING CONDITIONS, OVERHANGS. CHIMNEY, DEFLECTION 36.0/240 DEFLECTION 360/240 REV: REV: REV: CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED by A/E OF RECORD. CUSTOMER: MATTAMY HOMES DATE: 07/12/12 SCA E: j/4"=1 I—on BY. JL SUBDIVISION: LAKE LOCH SALES: PB ADDRESS: PAGE: By: Date: COUNTY- SEMINOLE 1 OF 2 BLDG LOTS. DWG NO. 14 LOWER ROOF & FLOOR 12HSl46F Approve W, ,.I 1 -I■ NOTED OTHERWISE AHU26 —"0 001, AHU28 ♦• 1 SSR26 AHU26-2 SQL SSL26 ® / I� I� SSR46 I/ SSL46 to AGUS28-2T 0 a m EJ72 CJ71 CJ51 CJ31 CJ16 .w.. co E3 CA 4 00 0 E1 G 1 • 20'1008 • WA L 1 WALL TO WALL • • TO WALL 1 1 TO WALL 11 1 I 1 � ti 1 1 • • 11' _111 .1�:•, 1—I«-1 �.1 ..1 II 1 I 4�1�1'll�l�l .1 1 ` ,4:/ /; '< / !//:I! // 1 r !// /, �A/I'd+'// 11'!.A//. I % / / . I %'/ !1/.1 %/////.I %// !/ 1 ///!//•' / /' / / ' /// /I' ///////: // /!// : ►//!!// I I/!.1'/// 1 �/ /// !!//. f' / / 1' /!/ //////.I i/////. //!!/� / I, /! /// / , i I'/!///!. //!!1rAO:"//'///: ////!//:I//!/// 1 '. /// J/L 1 /// / / 1 j j 1 �' ' 1 I I' ,.. I / //1//✓///1 L 1 %'!///!, I %!/!//S f %/�%/!, I %/!I//. r%///!L I %// �. yr, l ;;i�=+���� I IMM=I=I1e 1� 10MI�esl aI�I�I� ,�, �I�I ��I�I I�I�I�sl�e,� � ��1 - I�II�Il�l�l�,�rCho* *M ofid be bmced at 24 oc. �•. � I , m ♦ ; , ; .77 N �i so 0,1 ,� /� jl �f 1� 1 �0 1 1 r 1 1.: I I r.' 1 _ r ,.«...1 , F 1 1X. 11 II I I 11 11 fl 11 �11� ff110 ::. , is 1 1 :.1 1 ..,PI Ih :♦«1.during 1 (f 10 Of fl l� �/ �I 10 01 10 /�CJ3T 1 ♦ , 1. 1 'i 1 � 11 11 I E' • •� �E /1 i1 � t I �1 1� J� �i I (� �1 ' 1 /1 If r I 11 10 I 4 I JI 11 I �I 1� JI rJ 11 II /. '�� 11 11 01 10 0i :0 Of 10 11NN1 0! 10'I 01 10 1, 1l I 01 10 / f 1 JI 10 1 I 01 10 01 10 - 1 Of 10 0, ,0 If i0 Ok !0 01 !0 1111 • I 0f k, I o 1 0, I/ ► 1 01 II Of f0 ! 01 11 0, 10 j 11 �l Of j /f !1 /0 it / —. It 0 , (, 1 Of II i► 0f 10 IY I ( 11 10 fl I I y3 I1 11 {it 1 I11 11011 J 41 Of 0 II : • I 0�111i11 1Ii11 0J1� I •00 �0 0i 0 /11 101 � ) 111 0 0: 0 0 0 10 _ 00 i 00 I 1 / , ,' 11 / 01 IJ 0 10 / f rI I 11 10 1� �I r r 01 ! / fl ,� 10 ( 0r 10 EV �— ` 01 10 �I /j j/ l� 00 /j jl 00 j0 I I 01 I00 A 11 r0 I I 1E ;l 0! 10 1 I, II 1 1 , / 0 1 I If l I� 01 II 1 I I 00 II ,I 1 " f 1 JI 10 * I 1 1 II 10 �- 11 I I 11 f IIEV 1 11 10 11 II Of 10 11 i0 li r0 / i 0 I 11 IJ 1 1 I I / II 10 01 11 11 II I 01 10 0, 10 01 10 _ �f I� li jl �1 1� 07 1� / JI 10 1, 11 0J II 01 10 �— 01 10 11 j$ j0 Ij Ij jl 0EV 11 II ,r 10 0! 1011 1'0 ,i ,0 / /I I% J, 1� 1� �1 01 10 1, ,l (1 a �f 1'0 01 10 11 I0 �I I� ,( j �I 10 !� �1 jl 0� ! 1 1� j0 /� j00 Pri 11 II Of f0 �1 I� ,1 �, Of 10 01 11 IJ 1f '0 01 10 11 10 0f f0 0, Ij �0 j0 I0 0::0 �! Ij jl fj 0: 01 10 1� �l IO 0f 10 0� �, ,� �0 01 01 10 / I 01 10 1 1 �rl� 1iI1ff1F,i1 ,I1Il 1 l J,J�1k�If �11010l0 f �J 0: 10� � , 0 00 00 10 1,0 O1 0 of 001i: 10 1 0;1 IMIM'd1 0 I ,f1 ■ 01 10 . 01 10 0::0 .. 1 I I 01 f0 N ii 01 :0 Oj �,10 11 jY I %, 1� a �� �0 W: Of i0 j� �'0 .• O, 10 .. 01 10 JI 10 11 11 • 01 10 cl 01 !IN 0 1 If 01 0, f0 0::0 .■ 11 ,01 01 r. ,f 10 11 II ." l I ." 11 ,1 1, ,1 0, i0 •" 1� :0 01 10 01 10 •u Ij II f0 J, 1� 0, I, (1 1/ ." 1, ,1 11 10 01 / / 01 10 •" /1 ,1 •" 01 1, 10 1. 11 Oi II 01 I/ Of ,0 0i •1 �J 0� �� �I I� _ I 11 10 �1 �0 _ of 10 11, { 1 I 111 ; 1 I I1 1 I �_- _ ; %!!' �' 1/moi' // I %/////' .1 i /' • *� 1 0; ■ - 'I t _� I ia';'�P�['11 :�� �I. ill _ �%. �/ 'If 0 9 0 - - - - — I ? FLAT CL Mill OF FLA f 10 / 1�f $F N �0rlIfT 10VIO IWO 10 L 10010 —�_ FaizWorl Z / si/: rirr , '0. , •i/ir ri ri a r/�, rs�_' will / _ -— / . Ia1r�r /_ _ C4 t Ror FLAT CLNG 1.0 1010 / 11010 ------------------------------------_ HANGER LEGEND * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTAWNG SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE AHU26 AHU46 B o AHU28 R � SSR26 AHU26-2 SQL SSL26 ® AHU28-2 Q SSR46 AGUS26— 2T SSL46 O AGUS28-2T MSR26-2 O AGUS26-3T 0 MSL26--2 HO AGUS28-3T 1�2 KTHGQ2 O KTHGQ3. O CYNNECTION THERS 10'7" M Cil N is I DETAIL AT EIRE RATED PANEL 3» 2 �I 511 r-�- 5? FLOOR STUB 2/4" FROM EXT. BLOCK WALL 11,0 ---------------- , A 10�1 A 00 0 R., 1 o f S+ I I Jr / --------------- - � .11.,x► �l..►� � �� r luil>, 13'1"8 1. 551" 4'5" 11'11" 5'5"8 13'1"8 5'1" 405" 13'10" 4'9" JUL 171012 121'11" -T t TPTH03 WALL LEGEND TPTH06E ELEV 'A' REV TPTH01 TPTH03ELEV A9'-4" A.F.F ELEV 'A' ELEV 'A'(REV) (REV) L 13'-0" A.F.F DETAIL AT PARTITION WALL 18'-10" A.F.F 19'-10" A.F.F 1?—af.26 /9_7/-9 7 PERRL7 WIND SPEED: 140 MPH TYPE: MWFRS 07 1 ) DESIGN CRITERIA: ASCE 7/10 NOTE: Labeliing trusses is a service, not a requirement. SHOP DRAWING APPROVAL_ RISK CAT: 2 EXPOSURE: B Engineered drawings supercede labeling of trusses. It is EAGLE ROOF LOADS FLOOR LOADS the responsiibilityof the builder to utilize engineered INDUSTRIAL_ TCLL: 20 TCLL: 40 drawings when encting trusses. SYSTEMS TCDL: _ TCDL: 10 LLC BCLL: BCLL: ;` THIS DRAWING IS THE SOLE SOURCE FOR BCDL: BCDL: 0 10 Girder truss toI girder truss connections which exceed ,�� FABRICATION OF TRUSSES AND VOIDS ALL 5 TOTAL: 45 TOTAL: 55 the capacity off a standard hanger or truss to wall ,� PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 1ALLOWABLE APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE '25 INCREASE 1'00 d - connections arse the responsibility of the builder. BEFORE ANY WORK CAN BE DONE. PLEASE 1GENERAL NOTES VERIFY AND/OR INDICATE TRUSS PLACEMENT, DEFLECTION DEFLECTION Q REV, 1, TRUSSES SPACED 24" ON CENTER, U.O.N. EAGLE TRUS DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, CHES, SHAPES, OVERHANGS. CHIMNEY Rte' 2 ALL WALL, BEAM &COLUMN MOUNTED TRUSS HiANGERS BY BUILDER CUPOLA LOADS AND CONNECTIONS SHALL BE REV: 3. SOME DOIWN FRAMING BY BUILDER. SUPPLIED BY A/E OF RECORD. CUSTOMER: 4. SOME VA(LLE' FRAMING BY BUILDER. TEL: (2,39) 226---1 100 MATTAMY HOMES 5. BOT.= B(OTT(M OF TRUSS FROM ELEV. 0'-0" FAX: (239) 2 2 6 — 1 10 2DAA' 07 SCALE: �12�i 2 1/4"4-0 BY: JL NOTICE: PLEASE CONTACT F.Q.T.- PRIOR TO ANY" ALTERTION OF TRUSSES PROVIDED BY US. 2800 HUNTER STREET' SUBDIVISION: LAKE LOCH SALES: PB F.Q.T. MLL NOT BE RESPONSIBLE FOR ANY FORTMYERS, FL. 3391 6 ADDRESS: PAGE. TR;USSCUT OR ALTERED WITHOUT PRIOR COUNTY: SEMINOLE 1 OF 2 WRITT�E AUTHORIZATION Approved By: Date: BLDG LOTS: DWG NO, 14 ROOF 12HSl46R