Loading...
HomeMy WebLinkAbout2245 Brookridge Trle�n��e_�■�n���WN • � � AUG 2 � 2012 � ' . tJ' � Cif � .. _ . D _ , $X; CITY OF SANFORD ,- BUILDING & FIRE PtW-VENTION �ERMIT APPLICATION Application No: J Documented Construction Value: $ • Job Address: Historic District: Yes ❑ No Parcel ID: 51 " jc&G -076 G Zoning: Description of Work:, 7TOWI ftKE UNIT Plan Review Contact Person: bAd VIZ, (2101(L Title: Phone: U01- ZSJ-6440 Fax:401 - q0S -!&j%6 E-mail:c aphneeldrk inc&O-y com Property Owner Information NameVVl t� ( Phone: Street: ,.y Resident of property? City, State Zip: W41(� rP0!(4 fL 32ri$9 Contractor Information Name 11 f -t Phone: 46,1- 2S1 -Mk-D Street: Lm a(v,AUL10 Ae, Fax: j40-1—'qd- S13f6 City, State Zip:1AV\fi2.f �a( IL FL State License No:: CCG 151 U00 Name: I ri R MW WUMWfE • ;. Architect/Engineer Information Phone: X101 68l A 1-1 Fax: E-mail: Bonding Company:/MA- Mortgage Lender: Address: / 7Y-0 ' <<•�-) 'd.�., /n� 1%'-Z29'L Pe Address: Z0 /'J�o o X02 %PERINFORMATION • Building Permit `® Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service - No. of AMPS: . Mechanical ❑ (Duct layout required for new systems) ,09 5 3oa� �= - � L.v No. of Stories: 2 Plumbing ❑ New Construction - No. of Fixtures: ' Fire Sprinkler/Alarm E3 No.ofheads: I BLDG 15 RO T F� NOTICE Feld Bracing is not the responsibility of the truss 20'11 "8 20'10"8 WALL TO WALL s • 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 44 �— 11 IIliI�I�I�c�l�l�l��l�l�r, OAF 000 O SSR26 E6FLAT AHU26-2 _ Q SSL26 T D� j 1<I��I SSR46 .0,� I I I I VIP SSL46 CJ3T 10�1 Iv�R 1, ,1 — 0940 ,0, MSL26-2 1 I 900. KTHGQ2 P _ 3 / I) 1 I� ® CIZ -_ 5 • .1 ®� 1lip ci 1' 'go Floe i —II®II■INI� 10 El ' I I / N 1 I • U III i Imo' U• 'I� I � EJ ' Z III % / EJ7T I 1 Z Wall E —I U III toco 00 ' 1 1 EJ NMI �.♦♦l►O , ----------------------------------------------- ; 0 • Joe 1 ANG J III I to EJ UP" EJ7T I U_ 0 �� ►�ko1«♦j ® I Q cil I I I OAF ( Cil L� j W, Ird, owl W11 FF" W, —� I10 EJ7T 1, �i. I 0 2' 2' III R 2, 21 ( 7, • I I 00S --� '7 00 1 • ,I 1 I I�j N 1 I I / .. I I --- ----- - - - - -- I . N / j . � �0. I, I _� - - - I ►� • I I / EJ7 � I III II _j ATTIC Q \\ -- — — — --- I i ACCESS Hill I I I I � EJ7 j I co I I 001 11117110 fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional 20' 20' 20' 20' 20'11"8 advice regarding erection bracing which is always required Z• 2„ � to prevent toppling and dominoing during. erection, and 19'10" WALL TO WALL WALL TO WALL 19,10" 2" WALL TO WALL 19'10" 2" WALL TO WALL 19'10" 2" WALL TO WALL 20'10"8 permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a c� straight and plumb position. when no sheathing is applied O . O N CV CV (V CV CV I'7 M , N N) Nt- to (0 to to 00 r` to u7 1t- r7 c1 tv .- c1 K) to to r` 00 v, — c� r) d ,n (0 r` ao rn rn -� ,�� directly to the top chords, they shall be braced at 24" o.c. Q Q Q Q ¢ ¢ ¢ ¢ ¢ d m m m m m m m ago m m m m m m m m m cm U Q U U U U c� v v w 0 U U U U U 0 0 c� v � max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0 o.c. max. be handled with reasonable care during erecti n to prevent excessive damage or personal injury. 21 21 2' 171 2, 21 20 2, 2, 20 2, 2, a0 2, ' I I 2' 2' 2' 2' 2' 2' 2' 2' ra0 2' 2' 2' 2' 2 2' 2' 2' 2' 1 I 2' 2' 2' III • N CJ1 III (V I 1 h — — I I — — I I t II — — — Engineering for connections, nailing schedules, etc. h 816. " 12' 1 S'� CS N U I ,I i Q J I. I Ix I , 0 o � I I Z I, I •._ I o •� I•.• I I .t I Z II ' Q Q ---' J / I IC -- __ n a C7 Q I I V) 1 1 1 I I c) I --- --- ----- --- ^ I Uw --- --- - - - --- - V) I r— , 00 N Q I , II II til � i I r II II Z I' I V) — — I Ir I I> Q LLJ LLI CD n Li (Lr) A C) I I 1' r— 0 �I J i� I' I' -- -- --J N— cv _j I� V4 CO Co Co D C0 'I D CID t I I IIt, V811 Al 11 111 11 1 11 1 it �, o il,. I1 .. 1\01'GN Uto � U ti VW W W U vS 7' 14'3"8 10'6" 00 M (V • 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 44 �— 11 IIliI�I�I�c�l�l�l��l�l�r, OAF 000 O SSR26 E6FLAT AHU26-2 _ Q SSL26 T D� j 1<I��I SSR46 / CLNG I I I VIP SSL46 CJ3T 10�1 Iv�R 1, ,1 — 0940 ,0, MSL26-2 .000,1 900. KTHGQ2 P _ 3 / I) 1 I� ® CIZ -_ 5 • .1 ®� 1lip 1' 'go Floe i —II®II■INI� 10 El ' I I / N CJ5T U III Imo' U• 'I� I � ' Z III % / EJ7T Go Z Wall E —I U III toco 00 .� !.��•�•�%�A010 NMI �.♦♦l►O , ----------------------------------------------- ; O•,%.•_� Joe Uto � U ti VW W W U vS 7' 14'3"8 10'6" 00 M (V • 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 44 �— 11 IIliI�I�I�c�l�l�l��l�l�r, OAF .00PO O SSR26 AHU26-2 _ Q SSL26 T D� j 1<I��I SSR46 EO AGUS26-2T 1 VIP SSL46 CJ3T AGUS28-2T— Iv�R 1, ,1 © 0940 ,0, MSL26-2 .000,1 900. KTHGQ2 P _ 3 1 1 ® CIZ -_ 1' 'go Floe ' I I N CJ5T U III Imo' U• 'I� I c.� Z III / EJ7T Z —I U III toco 00 ; Joe L. ANG J III I to Pill UP" EJ7T I U_ 0 �� ►�ko1«♦j ® I Q cil Elm ( Cil L� Uto � U ti VW W W U vS 7' 14'3"8 10'6" 00 M (V 20'11"8 199 13'1"8 511" 415" 11'11" 5'5"8 13'1"8 5'1" 405" 13'10" 4'9" TP TH 0 2 TP TH 01 TP TH 0 6 E TPTH03E TPTH03 TPTH03 ELEV 'A' REV ELEV 'A' � ' ELEV 'B' (REV) Lt ELEV B ELEV B (REV) ELEV D (REV) 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 OTHERWISE AHU26 44 �— AHU46 OAF .00PO O SSR26 AHU26-2 _ Q SSL26 T D� AHU28-2 SSR46 EO AGUS26-2T 1 VIP SSL46 CJ3T AGUS28-2T— Iv�R MSR26-2 © 0940 ,0, MSL26-2 .000,1 900. KTHGQ2 P _ 3 1 1 ® CIZ -_ 1' 'go 20'11"8 199 13'1"8 511" 415" 11'11" 5'5"8 13'1"8 5'1" 405" 13'10" 4'9" TP TH 0 2 TP TH 01 TP TH 0 6 E TPTH03E TPTH03 TPTH03 ELEV 'A' REV ELEV 'A' � ' ELEV 'B' (REV) Lt ELEV B ELEV B (REV) ELEV D (REV) 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 OTHERWISE AHU26 44 AHU46 © AHU28 _ SSR26 AHU26-2 _ Q SSL26 T D� AHU28-2 SSR46 EO AGUS26-2T 1 SSL46 CJ3T AGUS28-2T— Iv�R MSR26-2 © AGUS26-3T MSL26-2 AGUS28-3T _ KTHGQ2 _ 3 KTHGQ3 0 ® SPECIAL CONNECTION BY OTHERS 1' Floe ' I I N CJ5T U III Imo' U• I c.� Z III Q + EJ7T Z —I U III toco 00 ; Joe L. J III I to UP" EJ7T I U_ 0 ® I Q ci> a ( I II L� W, Ird, owl W11 FF" W, EJ7T 1, 2' 0 2' 2' III R 2, 21 — 2, 7, —0N101 '7 00 1 • , N /_ .. --- ----- - - - - -- EJ7 . N / j . � �0. I, _ _ - - - -_� ►� • EJ7 � III II _j ATTIC Q \\ -- — — — --- I i ACCESS I I I I EJ7 11117110 11 I, I Q EJ7 II NN %-' I, :1 ti� C jil I I w I I EJ7 II II 1—U I I II ¢ ¢ I, II II I, EJ7 II EJ7 'u EJ7 a O Li J M 00 '- cv ® co C14 EJ7 M IN Q m 0 20'11"8 199 13'1"8 511" 415" 11'11" 5'5"8 13'1"8 5'1" 405" 13'10" 4'9" TP TH 0 2 TP TH 01 TP TH 0 6 E TPTH03E TPTH03 TPTH03 ELEV 'A' REV ELEV 'A' � ' ELEV 'B' (REV) Lt ELEV B ELEV B (REV) ELEV D (REV) 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 OTHERWISE AHU26 44 AHU46 © AHU28 _ SSR26 AHU26-2 _ Q SSL26 T D� AHU28-2 SSR46 EO AGUS26-2T 1 SSL46 F� AGUS28-2T— Iv�R MSR26-2 © AGUS26-3T MSL26-2 AGUS28-3T _ KTHGQ2 _ 3 KTHGQ3 0 ® SPECIAL CONNECTION BY OTHERS Floe Joe UP" W, Ird, owl W11 FF" W, 0 —0N101 0 00 1 • , .. . �0. ►� • 11117110 A. NN %-' :1 ti� C 20'11"8 199 13'1"8 511" 415" 11'11" 5'5"8 13'1"8 5'1" 405" 13'10" 4'9" TP TH 0 2 TP TH 01 TP TH 0 6 E TPTH03E TPTH03 TPTH03 ELEV 'A' REV ELEV 'A' � ' ELEV 'B' (REV) Lt ELEV B ELEV B (REV) ELEV D (REV) 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 OTHERWISE AHU26 44 AHU46 © AHU28 _ SSR26 AHU26-2 _ Q SSL26 T D� AHU28-2 SSR46 EO AGUS26-2T 1 SSL46 F� AGUS28-2T— Iv�R MSR26-2 © AGUS26-3T MSL26-2 AGUS28-3T _ KTHGQ2 _ 3 KTHGQ3 0 ® SPECIAL CONNECTION BY OTHERS to Of� i �`®Aif M j110111D11B/®I/ ' fil All /%�7lDIID1111 AUG 072012 DETAIL AT FIRE RATED PANEL DETAIL AT PARTITION WALL 3» WIND SPEED: 140 MPH TYPE: MWFRS 2- DESIGN CRITERIA: ASCE 7/10 -- " NOTE: Labeling trusses is a service, not a requirement. SHOP DRAWING A P P R O V A L RISK CAT: 2 EXPOSURE: B Engineered drawings supercede labeling of trusses. It is EAGLE ROOF LOADS FLOOR LOADS - , the responsibility of the builder to utilize engineered INDUSTRIAL TCLL: 70 TCLL: 40 TCDL: d- TCDL: 10 drawings when erecting trusses. SYSTEMS -- BCLL: � a BCLL: LLC °' THIS DRAWING IS THE SOLE SOURCE FOR BCDL: 0 BCDL: 5 5» Girder truss to girder truss connections which exceed FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 40 TOTAL: 55 Q PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS, ALLOWABLE ALLOWABLE the capacity of a Standard hanger VI truss to wall APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE 1.25 INCREASE 1.00 connections are the responsibility of the builder. BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTIONQ�24SL_ DEFLECTION ----„L240 �- GENERAL NEi RAL NO'1'Fi sEAG,LE VERIFY AND/OR INDICATE TRUSS PLACEMENT, REv: TRUSS DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, 1, TRUSSES SPACED 24" ON CENTER, U.O.N. PITCHES, SHAPES, OVERHANGS. CHIMNEY, REV- 2" GAP 2 ALL WALL, BEAM & COLUMN MOUNTED CUPOLA LOADS AND CONNECTIONS SHALL BE REV - TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. SUPPLIED BY A/E OF RECORD. CUSTOMER: MATTAMY HOMES 4. SOME VALLIEY FRAMING BY BUILDER. TEL.: (239) 226-1100 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" DATE: 08/06/12 SCALE: 1/4"=1 '—O" BY: JL FAX: (2,39) 226—.1..102: NOTICE PLEASE CONTACT F.Q.T. PRIOR TO ANY SUBDIVISION: LAKE LOCH SALES: PB _ ALTI=IRATtaN 01- TRUSSES PR©�lIDE13' @�" US. �8�0 �� � T>E �TR•E E T .., w ,, .. .- ;, . F.._�.. . ,. ,,,.,. ..w. rv.,_w, „. ,,,; yPAG�; F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY FORT MYERS, FL. 3391 ADDRESS: 1 OF 2 TRUSS CUT OR ALTERED WITHOUT PRIOR COUNTY: SEMINOLE WRITTEN AUTHORIZATION Approved By: Date: BLDG LOTS: DWG N0. 15 ROOF 12HS165R