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HomeMy WebLinkAbout2236 Brookridge Trl0 CI�bF S NFORD BUILDING & FIRE PRE ENTION _=.P.ERMI— -APP - CATION Application No:I ?- 2 1,P 37 �- Documented Construction Value: $161/ ! QQ ®- Job Address:2Z 3� !firTia,/• Historic District: Yes ❑ No Parcel ID: /0 � 2D "' 30 —51(1 die — 660 — Qc? 70 Zoning: Description of Rork: 70w?� ftHp- uN m Plan Review Contact Person: CIOTitle: Phone: 1,10t— 2S7—foq(.i.(� Fax: 40'1— qOS E-mail:da`DhYMCtdrk inC&f I •y'r.co" Property Owner Information Name VYI(TdCUMbil PLI(hX&iQ Phone: Sheet: Resident of property? City, State Zip: WMAIV- Pae . R321-199 Contractor Information Name •i Phone: u�-1 2�-1 "6a4o Street: Ltoo La(LAvenue. Fax: !A01'(la-Sl3fo City, State Zip: Wm1 tr State License No.: CGG I5;1 noo Architect/Engineer Information Name: W IL I AK M kEV-4 Street: 222 S WEF'_4MWTE NZAue City, St, Zip: &_TAMDUTE W?A%iA Phone: Fax: E-mail.- Bonding -mail: Bonding Company: MIA- Mortgage Lender: WA' Address: Address: Building Permit `la • Square Footage: No. of Dwelling Units: Electrical ❑ New Service— No. of AMPS: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) No. of Stories Plumbing ❑ 2 New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: O ul u7 M J O J � Q \U �o U m mo LLJ 00 oQ =w C/L 20' C/L 20' 1 WALL TO WALL 1910 WALL TO WALL 1910 HELD BACK 1/2" FROM HELD BACK 1/2" FROM HELD BACK 1/2" FROM HELD BACK 1/2" FROM HELD BACK 1/2' FROM C/L 21' NOTICE Field Bracing"is not+ the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons ----WALL,- -TO WALL 20'10"8......... _...._...,.... _ erecting trusses "are cautioned'to-seek professional _. advice regarding erection bracing which is always required HELD BACK 1/2" FROM to prevent toppling and dominoing during erection, and 1 1 i _011faill: 1 i i i - ►, 4 -PLY ITW HANGERS UNLESS NOTED OTHERWISE - - . . � ♦ .���� . - ► � 7 ► � ♦ � � ♦ � ♦ �. ♦ i .►.R Til ���G�►.�l....� .��1.r �.�l �����.�l.I��♦i�.�l..�r..■ r.r�. � � ..� �� ��l..E�♦�!.►�.MM.�l-l��l� � ♦I��O��1-�1 ►�G��l..�♦.1.��.�l�l����l�l���♦.l�l..��♦�l�l.�l.•�1..��T.lx�.���1����l�l�l�.l.�l..��.l�\..� ��l�oAl.l�l.���♦.l�l..��♦�! � ♦1����!♦� R ♦ ! � 1 AHU46 40 . - • � • • • • • 1 L- - - ♦� _ Gl�l.����1��.��♦�l�l��l�l.! ♦ ! FT13 i AHU26-2 Q tea►►: / - �� ►•�� DO EJ3 O �R N EO �C) H �L SSL46 F� AGUS28-2T O LO in AGUS26-3T 0 MSL26-2 w "' F216 J 13 O FABRICATION OF TRUSSES AND VOIDS ALL FT13 IL al F13M►� �/ ►•DRS •I SPECIAL CONNECTION BY OTHERS . • . • ••-A 1.00 . .. erec ion aDRSCar BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 36o%40 DEFLECTION 360/240 VERIFY AND/'OR INDICATE TRUSS PLACEMENT, REV: connections, nailing schedules etc. DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, VIK 1K .- „ FT12 N 711 00 CD 0 X CJ3 Cil 1'-4" FLOORS :' N - • • F3 1'-4" FLOOR N °° ., o �° N .:.� 1'-4" FLOORS N N ..) 1'-4 FLOORS N . '. I L . " . I i -4 FLOORS I ' . F13 I . ' ' . . 'I 1 -4 FLOORS 0- I' ''. F13 F13 F13 F3 F3 TOP ®10'-8" I I N TOP 10'-8" N { TOP ® 10'-8° TOP ®10'-8" N . ' I TOP ®10'-8" DRS N o I BTM @ 9'-4" F3 N ;.. I N rOP @ 10'-8" I BTM ®9 -4 F13 DRS „ BTM 0 9'-4" I' .... F13 F13 I,.. I _ IM ,_ F13 I ' .. ' - L .'' ' .. I N = N F3 F3 N N I Cv L. ' i F13 � I.. . . I' F13 F13 I..' F13 6 Nf'00 R FT18 2 -PLY N � F13 2 -PLY N F3 N I I N N F13 I I I I o— — — — — — — — — — — — — — — — — — — DRS I I N ' .'' I I F13 I ...' ( 5'S'a I I.' I I .... 1 5 5 8 I I I.. ' .. I F3 N M _T Fi� cV l_ I;•;: ;:::I N N FT21 — I I I FT21 I •.. ' I L — I' '' ...' ' CHASE I F3 I , AC I I AH�1 I'' AC -� — AHU I L_ AC AHU 1 -{ N L — J :'.I F13 _ _ CHASE L — L ". CHASE I F13 I' : 12_PLY — — — I — -� I;' 12_PLY FRAME DOWN N N FRAME N I ---- _ N --- — _ -I N FRAME DOWN ('. .. 1 I F13 I - — - N I I CLNG I F3 CLNG I . I I I I F13 - — - I CLNG I ' ' N N L.. I IAHU I - � N IAHU I _40 � F6 °° . o L I F- 0N o I. I_ �� N I I I I F13 • -a I I ::. :'. '1 I F13 = • I �' '. I F3 %0 o I.. I — o o IJ— r I `�' I Y FG3A � — 1 (2)PLY FG3A r� — I (2)PLY.,. F7 _ _ I — — — — — N — — TOP OF POST . • TOP OF" FUST_ — y — N I ' ' . . ' 'I F 8 I - — — -i ®9' 04• POST — FT29 F28 - — — - — FT29 — N I' . I I I,' ®9'-4' oo FT30 F1 30 130 F3 I —. L— — _ - — 1 r_ —1 T �— T ao — T T r- — � -T r 3 6 8 I I T T I I T I i� I I I I I 3'g"g T� ) F19 I .� I I °� I 3'6.8 I I I F19A E19 jI= I I I I I �,I N No I I IRI I I I I I - ��^ I� I I I� '„ FT19 L� I� O FT1 4 -PLY ITW HANGERS UNLESS NOTED OTHERWISE 0 7/10 AHU46 40 > '- L- • FT13 i AHU26-2 Q 00 CD 0 X CJ3 Cil 1'-4" FLOORS :' N - • • F3 1'-4" FLOOR N °° ., o �° N .:.� 1'-4" FLOORS N N ..) 1'-4 FLOORS N . '. I L . " . I i -4 FLOORS I ' . F13 I . ' ' . . 'I 1 -4 FLOORS 0- I' ''. F13 F13 F13 F3 F3 TOP ®10'-8" I I N TOP 10'-8" N { TOP ® 10'-8° TOP ®10'-8" N . ' I TOP ®10'-8" DRS N o I BTM @ 9'-4" F3 N ;.. I N rOP @ 10'-8" I BTM ®9 -4 F13 DRS „ BTM 0 9'-4" I' .... F13 F13 I,.. I _ IM ,_ F13 I ' .. ' - L .'' ' .. I N = N F3 F3 N N I Cv L. ' i F13 � I.. . . I' F13 F13 I..' F13 6 Nf'00 R FT18 2 -PLY N � F13 2 -PLY N F3 N I I N N F13 I I I I o— — — — — — — — — — — — — — — — — — — DRS I I N ' .'' I I F13 I ...' ( 5'S'a I I.' I I .... 1 5 5 8 I I I.. ' .. I F3 N M _T Fi� cV l_ I;•;: ;:::I N N FT21 — I I I FT21 I •.. ' I L — I' '' ...' ' CHASE I F3 I , AC I I AH�1 I'' AC -� — AHU I L_ AC AHU 1 -{ N L — J :'.I F13 _ _ CHASE L — L ". CHASE I F13 I' : 12_PLY — — — I — -� I;' 12_PLY FRAME DOWN N N FRAME N I ---- _ N --- — _ -I N FRAME DOWN ('. .. 1 I F13 I - — - N I I CLNG I F3 CLNG I . I I I I F13 - — - I CLNG I ' ' N N L.. I IAHU I - � N IAHU I _40 � F6 °° . o L I F- 0N o I. I_ �� N I I I I F13 • -a I I ::. :'. '1 I F13 = • I �' '. I F3 %0 o I.. I — o o IJ— r I `�' I Y FG3A � — 1 (2)PLY FG3A r� — I (2)PLY.,. F7 _ _ I — — — — — N — — TOP OF POST . • TOP OF" FUST_ — y — N I ' ' . . ' 'I F 8 I - — — -i ®9' 04• POST — FT29 F28 - — — - — FT29 — N I' . I I I,' ®9'-4' oo FT30 F1 30 130 F3 I —. L— — _ - — 1 r_ —1 T �— T ao — T T r- — � -T r 3 6 8 I I T T I I T I i� I I I I I 3'g"g T� ) F19 I .� I I °� I 3'6.8 I I I F19A E19 jI= I I I I I �,I N No I I IRI I I I I I - ��^ I� I I I� '„ FT19 L� I� O FT1 4 -PLY ITW HANGERS UNLESS NOTED OTHERWISE 0 7/10 AHU46 40 > '- 7'0°8 oo � FT13 00 AHU26-2 Q SSL26 DO EJ3 O �R N EO �C) H �L SSL46 F� AGUS28-2T O LO in AGUS26-3T 0 MSL26-2 w "' F216 J 13 O FABRICATION OF TRUSSES AND VOIDS ALL FT13 TOTAL: 0 � SPECIAL CONNECTION BY OTHERS w 1.00 APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 36o%40 DEFLECTION 360/240 VERIFY AND/'OR INDICATE TRUSS PLACEMENT, REV: DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, VIK 1K .- „ FT12 N 04 Q N N L� t 04 N N N N N LL LL LL LL 04 •a- N N LL LL Cr N LL 0 OVERHANG v�R o 0, C, C, , 0, 0, HELD BACK 1/2FROM �M U u; Ln 7) LO w L` HELD BACK 1/2" FROM REV: •� M v w LL.L` N N N N N N N EDGE OF BLOCK WALL L` `' L` L` ''- 4 w w w w p w w 5/12 EDGE OF BLOCK WALL OP OF POST DRS 5'1" F13 DATE: 08/16/12 SCALE: 1/4"=V-0" SUBDIVISION: LOCH LAKE 7'0.8 EDGE OF BLO%,2V*LL 12'7"B 5'1"8 4'4" 12' 5'4" 18'4» 2' CV 1 OF 2 COUNTY: SEMINOLE DWG NO. Approved By: Date: BLDG TPTH05E 12HS176F TPTH01 19 LOWER ROOF & FLOOR 18'4" � 44" ►►.�� - F22 4 - - -- _CN I F1 3B npz �� • • •�:.,I • ��1 ���II F20. ►�� �� �► � i ill • � - �! j� 1 • c : til i•� �I • I♦ -" FLOORS' ►!il ►�� �! � �', FLOORS I F20A 1-4 4' FLOORS -C-4 TOP F1 8 F18 FT2 4 -PLY ME I TOP 0 10'-8" 1 BTM 91- 411 11 BTM 9-4 �...- F3A. it ►�; 4 • RUN 1/2" P Cq RUN 1/2' PLYWD F18 1101 RUN 1/2" PLYWD (2)PL FT24E -C'4 TO BTM CHORD TO BTM CHORD FTZ� I TO BTM CHORD CIO_ OR V-4" FLOORS L I — �; - •. I►� . ►�I I1P i►� �I I� 1 cq FT39 TO BTM CHORD FT39 TO BTM CHORDI r TPTH03 r -i r -i r-1 r 11 r `y ITW HANGERS UNLESS NOTED OTHERWISE 0 7/10 AHU46 40 > '- 7'0°8 oo � FT13 00 AHU26-2 Q SSL26 DO EJ3 O �R N EO �C) H �L SSL46 F� AGUS28-2T O LO in AGUS26-3T 0 MSL26-2 w "' �2 1KTHGQ2 J 13 O FABRICATION OF TRUSSES AND VOIDS ALL FT13 TOTAL: 0 � SPECIAL CONNECTION BY OTHERS w 1.00 APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 36o%40 DEFLECTION 360/240 VERIFY AND/'OR INDICATE TRUSS PLACEMENT, REV: DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, VIK 1K .- „ FT12 N 04 Q N N L� t 04 N N N N N LL LL LL LL 04 •a- N N LL LL Cr N LL 0 OVERHANG v�R o 0, C, C, , 0, 0, HELD BACK 1/2FROM �M u; Ln 7) LO w L` HELD BACK 1/2" FROM REV: M v w LL.L` N N N N N N N EDGE OF BLOCK WALL L` `' L` L` ''- 4 w w w w p w w 5/12 EDGE OF BLOCK WALL 13'3" 5'1" HELD BACK 1/2" FROM DATE: 08/16/12 SCALE: 1/4"=V-0" SUBDIVISION: LOCH LAKE 7'0.8 EDGE OF BLO%,2V*LL 12'7"B 5'1"8 4'4" 12' 5'4" 18'4» 2' CV 1 OF 2 COUNTY: SEMINOLE DWG NO. Approved By: Date: BLDG TPTH05E 12HS176F TPTH01 19 LOWER ROOF & FLOOR 18'4" � 44" rt 21' ELEV-C ELEV-B (REV) 20. HANGER LEGEN D • 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 OTHERWISE AHU26 28 7/10 AHU46 40 © AHU28 SR SSR26 © AHU26-2 SL SSL26 DO AHU28-2 �R SSR46 EO AGUS26-2T 6 �L SSL46 F� AGUS28-2T MSR26-2 © AGUS26-3T 0 MSL26-2 HO AGUS28-3T �2 1KTHGQ2 5 O FABRICATION OF TRUSSES AND VOIDS ALL @IKTHGQ3 TOTAL: 0 � SPECIAL CONNECTION BY OTHERS DETAIL AT FIRE RATED PANEL 23,) d- 5>> 5» FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL E LE V20, B DETAIL AT PARTITION WALL ^I r— 20' TPTH03 ELEV-A (REV) NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES_ 1, 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 N LO Ln LO Ln F) L0 LO w w w ww w w Q 5/12 12' 20' TPTH01 ELEV 'A' EAGLE TR -USS // // TEL: (239) 226-1100 FAX: (239) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 8 LL_ 5'4" ffl cD LNi I LLL_ I LNi N w _ HELD BACK 1/2" FROM U EDGE OF BLOCK WALL w6� "� 14'3"8 7 0 8 P E rtl M I /1 z� %1- - &--.U7� 21' 00 LO N 2' BA7N aN Ln -N IIA7 N o 00 00 BA7 i TPTH03E 0F`�'� ELEV 'B' (REV) I FT10 CJ3 A- 0%J11111111111/l/ °`�` N. Y EM V 473 3 NAL EN�;�,�`°°° t1111111ili` AUG 17 2012 WALL LEGEND ® 9'-4" A.F.F 13'-0" A.F.F ® 18'-10" A.F.F 19'-10" A.F.F MWFRS WIND SPEED: 140 MPH TYPE: DESIGN CRITERIA: ASCE 7/10 RISK CAT: 2 EXPOSURE: B SHOP D FR A W I N G A P P FR O VA L_ ROOF LOADS FLOOR ' LOADS TCLL: 20 TCLL: 40 TCDL: 10 TCDL: 10 BCLL: ; _ ,T BCLL: 0 THIS DRAWING IS THE SOLE SOURCE FOR BCDL: 10 1 BCDL: 5 FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 40 TOTAL: 55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 1.25 '"CREASE ALLOWABLE INCREASE 1.00 APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 36o%40 DEFLECTION 360/240 VERIFY AND/'OR INDICATE TRUSS PLACEMENT, REV: DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, REV: PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE REV: SUPPLIED BY A/E OF RECORD. CUSTOMER: MATTAMY HOMES BY: JL DATE: 08/16/12 SCALE: 1/4"=V-0" SUBDIVISION: LOCH LAKE SALES: PB ADDRESS: PAGE: 1 OF 2 COUNTY: SEMINOLE DWG NO. Approved By: Date: BLDG LOTS: 12HS176F 19 LOWER ROOF & FLOOR