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HomeMy WebLinkAbout2249-2269 Brookridge Trl06/28/2013 FRI 15:30 FAX Quality By Design 0001/003 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: jo— �)D—1 1 Documented Construction Value: Job Address: ,r2c211Q —off jm2t:�K 1 C.'i�'aQ rt �1�l Historic District: Yes ❑ No Parcel ID'D�'M r514 —6000 — 6-7 242 Zoning., Description of Work: Plan Review Contact Person; ',j rr i. u Title: uLror Phone• - Fax -00 a L E-mail: r . r^orl Property Owner Information Name Phone: Street; Resident of property?: City, State Zip: Contractor Information Name F'T� nn I� j:X,�&Ahone: Street,.M25 VI& cYrrtlFag: L City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax; City, St, Zip: Bonding Company; Address: Building Permit 13 Square Footage: No. of Dwelling Units: Electrical 0 E-mail: Mortgage Lender: Address: PERMIT INFORMATION Constructions Type:. No. of Stories: Flood Zone: New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) Plumbing 10 New Construction - No. of Fixtures: Fire Sprinkler/Alarm M No. of heads; -4rt a+iuy�- N BA 00 BA,' N C �A o N N "I 2' r J N FT2 C/L 21' 2010"8 WALL TO WALL I 19'10" 20' WALL TO WALL 19'10" 122' C WALL TO WALL 19'10" C/L 20' WALL TO WALL 19'10" 21' 20'10'8 - - +1► - A�i•U�L�� `► �A-�Rr�i/AA:A� ��i•��� �� A�iA��R� �7 A�iA: �� �� •�iA:�r A�►�•! r"0! O►1 I `lid►1i.� A�iA: A�►iA�iA:�� A�i•�� :A� A�iA �� A� A��A: �� A�iA� ! .'\✓.A�i•��� �� A�iA: �� A� •LA:�� A�i•��� -� . �, r' � - - � .r - �i ��� � ►G"A� \ ! fir: A��giG►A:1� A��• �� �� A �A �� �� A ��.�� A �A ..A.A 1 DRS 3 00 . ��i• �� �r'M.�i•: �� �� A�iA: �� A.,.A ��L� A��A �� �� A �'� ,.�'.i A . �! �► � ..� � � � � � - - � � :�� A�i•L� �r A`►iA: �� A��A�i� i�� A�iA �� ` \GA�i,A..A.� r��• �A:�� ���• �� �� A �• .�� �'tI r �A.�� A �A �A:A,� w �A � ,A� � ..tA` �� �� A .•A.�� A �A ��L� A �� �� �� r �• �� V��A �A:�`1 r �'�L� f �A �� �� A �A, �� i��A �A:�r Ami• �`r ►;:�� A�i•��� �� A�ir!�� A�wA�iA: �� A�i•��r �`►'1'1.�."AL�L� ASi�.: �� � I •�.'�/:1.�:A���!'��►�'1� A��A"�r A� A�i� �� �� •'riA:A� A� A �� -� Ami• �.r i�.�;...�� 1_��,A� • �A.�r A �• �A ♦ was ,�■1■��s ► � _ �, ,►� �� �� ►� -trite F3 V-4" FLOORS 06 ► / FLOORS FLOORS 19T9 TOP 0 10,4', • 1 fel �� • •V-4" FLOORSi CN ►� ��►. •-•NI Win I • ._ �DRS TOP @ ► 1 BTM �/_ : n �ii��a■■■■w■1■•■r■r■■■■1■n■■r■��■■■rel ", t1• w■■� tee• �!►/ ►� ►� �LtO• Pill! FT1 7 (2)PLY gg rl���■�i'1 Gas �■■ _.,► �'■rr•■■�■��•���1� =Gra■_—, AC AHU CH S WIN 00 11 �� ►� ♦/ r 1 �� ► ►♦ DO ►♦ u + ► cold, N- ri TOFOF POT I = — r WALL Ip TOP OF POS ►� ��►♦ •/ME F13 —IIS ��► ���� �1_LEDGER►����� .�►i/1 ..._. VIII■■1■■�1 i.:■11■■■■r1■■III -.�i - - / _cq TOP •� ;►�lit ►� /1 �- �1i • "'r �'� D- ♦moi �♦ ►►�►.Ili, �+ - ►/ .'?►�1f — . X17 Q�4 ��.�►� ��pG w.�...■ �`*i�� •- �;� I� �� - ��1■�1■1■■11•r�r■■i���� " II' :tom., Ix I V-4" FLOORS _C4 V-4" FLOORS •. s>_��► ���� �_.i. j►+ � - ���� _.i ire ►� �� ►� / • C' 10'-8 1111 I•: ■•■■s�� �/! ■ !� ►j1 (� TOP C 1 ft ►♦1 1 191 C4 I►♦ ►♦ 9 ' ��� II / • • 111 ► : 11 C � �;i��■■ler■■■ F15I • • " �I I►.��� ,..�� I,� ��■ten i-. ��■� ��•��A:��A�i•���L�.A�itl SII 1. � � ,j !�. 11Z ►♦ .: `♦ —_ _ — _', ;II , ► (►� 1 • C 10'-8" �1 ► Iii .1 • C' ,1 ► 1 I / .�b ►� ►1.1 �� '�/ �� i►t �h. � U� 111 .♦��..wal►_.�w�I� yl ,. - 1�1 ►-,,M ,► , '�, X / 1 —►�_ ►o"♦Aid!/:��IRNMA 1,No���;tNOT, .,iPk♦w:�♦�•�� 1 r :� •1 1 HANGER LEGEND • ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. • ALL 44x OSS HANGERS SHOWN ARE AHU48 UNLESS ERWISE • TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS ITW HANGERS UNLESS NOTED OTHERWISE b► AHU26 20 AHU46 36 © AHU28 _ Q SSR26 © AHU26-2 _ IASL SSL26 DO AHU28-2 — ® SSR46 I AGUS26-2T 3 Q SSL46 — FO AGUS28-2T _ Q MSR26-2 © AGUS26-3T — I�L MSL26-2 HO AGUS28-3T — ©2 KTHGQ2 XTEEf�CC"1GQLL3 ..::. O — ® CON knON DEI AIL Al I- HL ISA I LU HANLL 23" 5,� Q Iu to W ► . . �r■�wI b► I ►1 SII + (2)PLY FT26 Nil I FT24 TO BTM HORDi, LO 1 Em ISOM= I Idl e� �� I♦ I 0 11 �• / i► �! to Ij j11 i► — — j►/ ►,I 1111 �♦ I� • r • \+ — —♦i �� • I� ►�1 I �i �� - - N 1Will Plil II-I�I-I-I-I-II 1 c�•i►� ♦•�r�♦�'i♦ �♦+ � . ���♦� ,►��� :�•►♦♦c•�♦�►�:��♦�� I'1�w♦1� ��4�d1►��•�♦♦�!••�►�l�i♦�w� r 1 ♦ ��,��►♦�_�+��r w ��_� _�.����_� _r_� �►?_/►_�_+� . HELD BACK 1/2' FROM TP TH 0 3 w w w8�12 w w w w HELD BACK 1 /2" FROM W v w w w w w w EDGE OF BLOCK WALL p EDGE OF BLOCK3'WALL ELEV ' B' (REV) 12' 5'4" 18'4" 2' ;t- 13'10"8 N 1,;";* s r 40'A* t_ DETAIL AT PARTITION WALL ELEV 'A' ELEV 'A' (REV) ELEV 'A' (REV) N CV CV a N CV F1 3'8" I F9 I DRS N F10 N F10 DRS o RUN 1/2' PLY WD FT23 4'9" NOTICEan Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chor y all be braced at 24" o.c. max. Where no rigid ce ling is plied ditectl to the bottom chords, they sha I be br ed at 6'-0 o.c. max. Trusses shall be handled with re sonoble care during erection to prevent exce sive do age or personal injury. See Engineering for cDnnecti , nailing schedules, etc. O M w v u 4'9"8 00 4 WALL LEGEND • WIND SPEED: 140 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/10 — RISK CAT: 2 EXPOSURE: B NOTE: Labeling trusses is a service, not a requirement. SHOP DRAWING APPROVAL_ Engineered drawings supercede labeling of trusses. It is EAGLE ROOF LOADS FLOOR LOADS the responsibility of the builder to utilize engineered INDUSTRIAL TCLL: 20 TCLL: 40 drawings when erecting trusses. SYSSYSTEMS BCLL I ecu BCDLL: 10 THIS DRAWING IS THE SOLE SOURCE FOR BCDL: 10 BCDL. 5 Girder truss to girder truss connections which exceed FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 40 TOTAL: 55 the capacity of a standard hanger or truss to wall PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 1.25 ALLOWABLE 1.00 connections are the responsibility of the builder. APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE INCREASE BEFORE ANY WORK CAN BE DONE. PLEASE TLRUSS DEFLECTION 360/240 DEFLECTION .360/240 GENERAL NOTESEAGLE VERIFY AND/OR INDICATE TRUSS PLACEMENT, REV: DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, 1 TRUSSES SPACED 24" ON CENTER, U.O.N. PITCHES, SHAPES, OVERHANGS. CHIMNEY, REV: 2 ALL WALL, BEAM & COLUMN MOUNTED CUPOLA LOADS AND CONNECTIONS 4661,p REV- TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. SUPPLIED BY A/E OF RECORD. ®4�,®��`�,N.YEMi�jc/®®,CUSTOMER: MATTAMY HOMES 4. SOME VALLEY FRAMING BY BUILDER. TEL: (2,39) 226-1100 N �.••'' Eti 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" n� ': ,' lfv 'b S '•. F ���' DTE: 08/03/12 SCALE: 1 4 =1 —0 FAX: (239) 226-1 102 Il�r� M 1, , BY: JL t �i 1� rl 54733 ,� r SUBDIVISION: LAKE LOCH SASEs: PB NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ,�, : q E 0 ALTERATION OF TRUSSES PROVIDE© BY US. 200 HUNTER STREET . _ ... ,. _ .,� . = � KESS: . � �. m � PAGE: F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY FORT MYERS, FL. 33916 ••taloa.••"� ��®�® 1 OF 2 TRUSS CUT OR ALTERED WITHOUT PRIOR `ted e� COUNTY. SEMINOLE DWG NO WRITTEN AUTHORIZATION Approved By: AUG ® 3 . 12 ®®0°°,:0' I ! �"`°4 BLDG LOTS: 12HS 16 LOWER ROOF & FLOOR -