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2132-2148 Rookery Ln - BR13-001184 (NEW SFR) (A) TRUSSs Celcl APR I r. 91il r CITY OF SANFORD BUILDING & FIRE PREVENTION PER_ MIT APPLICATI N _^ C� ue. 1z ' f Application No: � I � � _ I Documented Construction p sl — • Job Address: d�lag Historic District: No Parcel ID h - 20--, &-/4( 40 000 — /a p / S Zoning: Description of Work: Plan Review Contact Person: 41(L Title: Phone: U41-2-0—( Fax:44*1— QGS-rb1- (P E-mail: j)hY1V—ddrk inC G �•ii Ct>N+9 Property Owner Information 11V� 1 Name t Phone: Street: Resident of property? : is City, State Zip. W%Dkt- P -00C Ft 3SI99 Contractor Information bl- 2' - Name A Phone: L'�� Street: Fax: Uj*j''" 18677 S13L City, State Zip: W1l1itv-(- PakR- 5216 State License No.: (ITL► '�� 2900 ArchitectlEngineer Information Name.AWAN A °M. street: !217- S • ^► ,t sM &109 u 1 i : °. 1 :Phone: 60141.1-6 C- Fax: E-mail: Bonding Company: Mortgage Lender:.0 Address: .l2/1 /Q / ter = !� Ldp , • V ddress: %,p :ayPERMIT INFORMATION Building Permit VI �► Square Footage: "— No. of Dwelling Units — Construction Type: No. of Stories: 2 Flood Zone: Electrical 0 New Service— No. of AMPS: Mechanical, 0 (Duct layout required for new systems) W 0 - r :3u -3 n .-- Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 No. of heads N EJA2 N EJA2 NV o� EJA2 EJA2 -}- EJA2 FT11 A 04 FT11 A FT1 OA CJ36 CJ16 o v vLO 6f12w 7'0 8 21' 20'10"8 HELD BACK 1/2' FROM Fr)rF OF Al Ork WAI I HELD BACK 1/2" FROM EDGE OF BLOW"WALL 21'4" 21' TPTH03E ELEV 'E' (REV) WAIT LEGEND 9'-4" A.F.F 13'-0" A.F.F 18'-10 A.F.F 19'-10" A.F.F 20' C 19'10" HELD BACK 1/2" FROM EDGE OF BLOCK WALL 20' TP TH 01 ELEV 'A' REV 4'4" DETAIL AT FIRE RATED PANEL 23» d- 5 5» FLOOR STUB 2 3/4 FROM EXT. BLOCK WALL HELD BACK 1/2" FROM F2 EDGE OF BLOCK WALL W7) HELD BACK 1/2" FROM EDGE OF BLOCK WALL 18'4" 20' I I I V V ELEV 'A' HELD BACK 1/2" FROM -20' C/L -I. " HELD BACK 1/2" FROM I? - 21 c L 20Vc I- TO WALL PERMIT ` HELD BACK 1/2" FROM DRS -N N I I 1'-4 FLOORS N I I TOP ®1D'-8" BTM 0 9'-4" .90 N I I F7 I EJA1XII- I co N CJA1 * 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 '�s�s /VAL E or, 0417 AHU46 B� AHU28 20 SR SSR26 46 7) SL SSL26 W W W w W uJ 514" AGUS28-2T to prevent toppling and dominoing during erection, and 12' GO AGUS26-3T 1 20' TP TH 01 ELEV 'A' REV 4'4" DETAIL AT FIRE RATED PANEL 23» d- 5 5» FLOOR STUB 2 3/4 FROM EXT. BLOCK WALL HELD BACK 1/2" FROM F2 EDGE OF BLOCK WALL W7) HELD BACK 1/2" FROM EDGE OF BLOCK WALL 18'4" 20' I I I V V ELEV 'A' HELD BACK 1/2" FROM -20' C/L -I. " HELD BACK 1/2" FROM I? - 21 c L 20Vc I- TO WALL PERMIT ` HELD BACK 1/2" FROM DRS -N N I I 1'-4 FLOORS N I I TOP ®1D'-8" BTM 0 9'-4" .90 N I I F7 I EJA1XII- I co N CJA1 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 '�s�s /VAL E or, 0417 AHU46 B� AHU28 20 SR SSR26 46 AHU26-2 SL SSL26 AHU28-2R connections are the responsibility of the builder. SSR46 erecting trusses are cautioned to seek professional AGUS26-2T Q SSL46 AGUS28-2T to prevent toppling and dominoing during erection, and .� GO AGUS26-3T Iv�L MSL26-2 HO e ►. . KTHGQ2 O EAGLE INDUSTRIAL directly to the top chords, they shall be braced at 24" o.c. KTHGQ3 ' —T In max. Where no rigid ceiling is applied directly to the 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" SPECIAL CONNECTION BY OTHERS PA NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY TCDL:10 Trusses shall be handled with reasonable care during iKc ►�. LLC erection to prevent excessive damage or personal injury. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY THIS DRAWING IS THE SOLE SOURCE FOR BCLL: T BCDL: 10 TRUSS CUT OR ALTERED WITHOUT PRIOR o! CD See Engineering for connections, nailing schedules, etc. TOTAL: 40 TOTAL: 55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 1.25 ALLOWABLE 1.00 �. APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE INCREASE co�♦ {!� DEFLECTION DEFLECTION 360.1240 REV: , • DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, D D PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE REV REV: TEL: (239) 226-1100 SUPPLIED BY A/E OF RECORD. CUSTOMER: MATTAMY HOMES FAX: (239) 226-1102 GO DATE: 09/14/12 SCALE: 3 16"_1'—p" BY. JL SUBDIVISION: LOCH LACK SALES: PB 2800 HUNTER STREET ADDRESS: PAGE: FORT MYERS, FL. 33916 1 OF 2 COUNTY: SEMINOLE DWG NO. Approved By: Date: BLDG I LOTS: 12HS207F 20 1 LOWER FLOOR w�� .. =lw�� ,4 FT31 �����► TO BTM CHORD 11-41t FLOORS♦ /. 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 '�s�s /VAL E AHU26 AHU46 B� AHU28 20 SR SSR26 46 AHU26-2 SL SSL26 AHU28-2R connections are the responsibility of the builder. SSR46 erecting trusses are cautioned to seek professional AGUS26-2T Q SSL46 AGUS28-2T to prevent toppling and dominoing during erection, and MSR26-2 GO AGUS26-3T Iv�L MSL26-2 HO AGUS28-3T i2 KTHGQ2 O EAGLE INDUSTRIAL directly to the top chords, they shall be braced at 24" o.c. KTHGQ3 ' —T In max. Where no rigid ceiling is applied directly to the 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" SPECIAL CONNECTION BY OTHERS FT2 N (2)PL FT2A N "PROVEDR FT2A USS LAYY N (2)PLY FT28 :o ��a>10>111Ii1tt/tPt HELD BACK 1 /2„ FROM �.� `IEM,EA;, w w w W W w U- EDGE OF BLOCK WALL .4'�`�,��v`••• �C••Ms ���r e 20,4” = -o 616" 0 12'10" ' � 3 20 TP TH 0 2 ELEV 'A' NOTE: Labeling trusses is a service, not a requirement. T Engineered drawings supercede labeling of trusses. It is '�s�s /VAL E the responsibility of the builder to utilize engineered drawings when erecting trusses. 14 NOTICE Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons connections are the responsibility of the builder. WIND SPEED: 140 MPH , TYPE: erecting trusses are cautioned to seek professional GENERAL NOTES advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and 1. TRUSSES SPACED 24" ON CENTER, U.O.N. EXPOSURE: B permanent bracing which may be required in specific 2 ALL WALL, BEAM & COLUMN MOUNTED applications. Trusses shall be erected and fastened in a TRUSS HANGERS BY BUILDER SHOP DRAWING APPROVAL straight and plumb position. When no sheathing is applied 3. SOME DOWN FRAMING BY BUILDER. EAGLE INDUSTRIAL directly to the top chords, they shall be braced at 24" o.c. 4. SOME VALLEY FRAMING BY BUILDER. TCLL: 90 max. Where no rigid ceiling is applied directly to the 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" SYSTEMS bottom chords, they shall be braced at 6'-0" o.c. max. NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY TCDL:10 Trusses shall be handled with reasonable care during ALTERATION OF TRUSSES PROVIDED BY US. LLC erection to prevent excessive damage or personal injury. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY THIS DRAWING IS THE SOLE SOURCE FOR BCLL: T BCDL: 10 TRUSS CUT OR ALTERED WITHOUT PRIOR p 5 WRITTEN AUTHORIZATION See Engineering for connections, nailing schedules, etc. TOTAL: 40 •- T '�s�s /VAL E TPTH05E 14 % ELEV 'A' (REV) SEP 1 7 2012 WIND SPEED: 140 MPH , TYPE: MWFRS DESIGN CRITERIA: ASCE 7/10 RISK CAT: 2 EXPOSURE: B SHOP DRAWING APPROVAL ROOFLOADS FLOOR LOADS EAGLE INDUSTRIAL TCLL: 90 TCLL: 40 SYSTEMS TCDL:10 TCDL: 10 LLC ,,. THIS DRAWING IS THE SOLE SOURCE FOR BCLL: T BCDL: 10 BCLL: BCDL: p 5 FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 40 TOTAL: 55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 1.25 ALLOWABLE 1.00 �. APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE INCREASE EAGLE TRUSS BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DEFLECTION DEFLECTION 360.1240 REV: DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, D D PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE REV REV: TEL: (239) 226-1100 SUPPLIED BY A/E OF RECORD. CUSTOMER: MATTAMY HOMES FAX: (239) 226-1102 DATE: 09/14/12 SCALE: 3 16"_1'—p" BY. JL SUBDIVISION: LOCH LACK SALES: PB 2800 HUNTER STREET ADDRESS: PAGE: FORT MYERS, FL. 33916 1 OF 2 COUNTY: SEMINOLE DWG NO. Approved By: Date: BLDG I LOTS: 12HS207F 20 1 LOWER FLOOR AND ROOF C E �E a ap`V ' E v E E 0 s1' CO BLDG 20 — ROOF 7' 14'3"8 515" TPTH03E ELEV 'B' (REV) WAIT LEGEND 9'-4" A.F.F 13'-0" A.F.F 18'-10" A.F.F 19'-10" A.F.F 11'11" TP TH O l ELEV 'A' REV 4'5" 5'1" DETAIL AT FIRE RATED PANEL 23" J5„ 5„ FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL 6'7" TPTH03 ELEV 'A' co C�l TPTH02 ELEV 'A' 10'6"8 NOTE: Labeling trusses is a service, not a requirement. ITW HANGERS UNLESS .� the responsibility of the builder to utilize engineered R N NOTICE Girder truss to girder truss connections which exceed SR the capacity of a standard hanger or truss to wall J Field Bracin is not the responsibility of the truss g p y fabricator, truss designer, nor plate manufacturer. Persons connections are the responsibility of the builder. erecting trusses are cautioned to seek professional 7' 14'3"8 515" TPTH03E ELEV 'B' (REV) WAIT LEGEND 9'-4" A.F.F 13'-0" A.F.F 18'-10" A.F.F 19'-10" A.F.F 11'11" TP TH O l ELEV 'A' REV 4'5" 5'1" DETAIL AT FIRE RATED PANEL 23" J5„ 5„ FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL 6'7" TPTH03 ELEV 'A' co C�l TPTH02 ELEV 'A' 10'6"8 R O HANGER LEGEND . NOTE: Labeling trusses is a service, not a requirement. ITW HANGERS UNLESS Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. NOTICE Girder truss to girder truss connections which exceed SR the capacity of a standard hanger or truss to wall J Field Bracin is not the responsibility of the truss g p y fabricator, truss designer, nor plate manufacturer. Persons connections are the responsibility of the builder. erecting trusses are cautioned to seek professional GENERAL NOTES advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and 1 • TRUSSES SPACED 24" ON CENTER, U.O.N. permanent bracing which may be required in specific 2 ALL WALL, BEAM & COLUMN MOUNTED applications. Trusses shall be erected and fastened in a TRUSS HANGERS BY BUILDER straight and plumb position. When no sheathing is applied 3. SOME DOWN FRAMING BY BUILDER. directly to the top chords, they shall be braced at 24" o.c. 4. SOME VALLEY FRAMING BY BUILDER. max. Where no rigid ceiling is applied directly to the 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" bottom chords, they shall be braced at 6'-0" o.c. max. NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY Trusses shall be handled with reasonable care during ALTERATION OF TRUSSES PROVIDED BY US. erection to prevent excessive damage or personal injury. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR KTHGQ3 WRITTEN AUTHORIZATION See Engineering for connections, nailing schedules, etc. le'V1SPECIAL R O 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 h AHU46 d- AHU28 SR u-� J AHU26-2 SL SSL26 AHU28-2R SSR46 00 AGUS26'--2T �L R O 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 41 AHU46 BO AHU28 SR SSR26 J AHU26-2 SL SSL26 AHU28-2R SSR46 AGUS26'--2T �L SSL46 (D AGUS28-2T Iv�R MSR26-2 AGUS26-3TIv�L MSL26-2 0 AGUS28-3T KTHGQ2 O KTHGQ3 0 le'V1SPECIAL CONNECTION BY OTHERS "PROVEDFOR UYOUT L ��,��+�i9111118881pp®®®�� IfEMrv, Elvi 13'3" 7' - s s " NA iaENG TPTH05E SEP, 17Yo12 ELEV 'A' REQ WIND SPEED: 140 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/10 RISK CAT: 2 EXPOSURE: B SHOP DRAWING APPROVAL_ ROOF LOADS FLOOR LOADS EAGLE INDUSTRIAL TCLL: 20 TOLL: 40 ""' ally TCDL: 10 TCDL: 10 SYSTEMS _ BCLL:BCLL 0 LLCTHIS DRAWING IS 'THE SOLE SOURCE FOR BCDL: 10 BCDL: 5 FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 4q TOTAL: 55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE1.25 ALLOWABLE 1.00 I APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE NCREASE BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 3601240 DEFLECTION 360.1240 VERIFY AND/OR INDICATE TRUSS PLACEMENT, REV - EAGLE TRUSS 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 TEL: (239) 226-1100 DATE: BY: 09 14 12 SCALE: 3/116"=V-0 JL FAX: (239) 226-1102 .SUBDIVISION: LOCH.. LACK SALES: PB 2800 HUNTER STREET ADDRESS: PAGE: FORT MYERS, FL. 33916 1 OF 2 COUNTY: SEMINOLE Approved By: Date: BLDG I LOTS: DWG C, 20 ROOF 12 HS