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2606 River Langing Dr - BR13-001313 (NEW SFR) (A) TRUSSCITY OF SANFORD At T� n WILDING S FIRE PREVENTION ERMIT APPLICATION 02 0 3 s-'/6 /9 Application No: L-31 _ Documented Construction Value: a• " Joib Address: +©(p ,P•✓ loodma hopt Historic. Dist rit:.o Nor « Parcel fp," - - - / Zoning. Desai - ).30 7 Plan f /J30 0 / C a& Title Phone - l!� ` ax ?n.'^-� li:► E-unail• dCI Qtie �t Cfi CGIVj /-3-/,310 tiroperty Omer Information Name /3 -13 ! 1 0 6 Phone AOL -6-3z- S Street 1 / 3 IQ *- 13 13 70 Resident of property? " City, State Zip:_ _ rte YM x F1 ZI Contractor Information Nannie Phone: City, State Zip: &=j State License No. Architect/Engineer Information ZIA Name:ea /Ire r r"e. a Phone: i /I Street. 1 L /�' CitY9 St, zip: /E-mail: Bonding Company: Aj1A if` Mortgage Lender: Aj1j4_ Address• 226?7��� ��/D ddress _� i✓�,. �✓t� l��F/1.tu_ ti2s.3'�'' �i �t old � fid. (e A�? Rr7 7 P r" PERMIT INFORMATION Building PermitL•i Square Footage: d Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ID New Service — No. of AMPS: Mechanical Q (Duct layout required for new systems) 17�3 , Plumbing Q New Construction - No. of Fixtures: Fire Sprinkler/Alarm Ci No. of heads: CONTACT,. Daphne Clark (407) 257-6940 .rrxom \Nr U U U UU U I � VVALL MiKF- UL) I D/ -\UN 4F" FROM EDGE FOR FIRE 231-011 STOP 221-0 221-G11 ,I LEXINGTON PRINCETON UNIT "A" UNIT "B" PRINCETON UNIT "B" LU J U Q U -i z J STOP U Q j 12 5 ZEA H EEL—C 3/1 — -' 12 PLUMB CUT _I -I REFER TO ENi5-. PACK FOR CONNECTION. CJ5 �A CJ3 U CJco U U 2'-0" TYPICAL 7SETBACK COKNERSET LABELING AND SPACING OFFICE PERMIT# HANGER CHART- AL= HANT4L= HTU 26 (S I MPS❑N) ►= HHUS26-2 (S I MPS❑N) Labeled End Mark ATTENTIONI DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span r less SOP ad 60' Ba an 60 degrees f or less I 1/2 I 12/3 to 1/2 I Ta line r span approx. Ta line span approx. TJ REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss this way, General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-61 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI-131 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL — 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON 9.2 PSF DESIGN CRITERIA FBC 2010 TPI 2007 Truss member design & connector plates are designed for ASCE 7-10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry ]he additional 10# psf non -concurrent bottom chor load. FLOOR LOADING SCHEDU TCLL = TCDL = BCDL = TTAL = ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY E 181-97/811 SEPERATION WALL TO ROOF DECK LOAD# DESCRIPTION INIT. DATE R/01 CREATED FROM 6PA TJC 3/9/2012 RA01 NEW CODE, WIND, LUMBER, PRJ TJC 8/8/2012 RB01 LCE TJC 2/13/13 FAX, ( 863) 294-2488 BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNHOMES MODEL :7 UNIT BLDG — ELEV. I CCA PROJ/MODEL/ALT QY8/7PA (ROOF) ALT DESC: OTC : U LOT :87 BLOCK :81 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W, WINTER HAVEN FLORIDA 33880 PHONE, ( 800) 959-8806 FAX, ( 863) 294-2488 BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNHOMES MODEL :7 UNIT BLDG — ELEV. I CCA PROJ/MODEL/ALT QY8/7PA (ROOF) ALT DESC: OTC : U LOT :87 BLOCK :81 LEXINGTON I PRINCETON I PRINCETON I LEXINGTON UNIT "A" I UNIT "B" I UNIT "B" I UNIT "All All valley kits marked "VK" or "MVK" are conventionally framed. Please Total Truss Quantity — 2781 refer to engineering pack for details. THIS 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURAL5 5UPEKCEDE THIS DOCUMENT. 12 5 2A HEEL=G 3/1 _ _ _ - PLUMB CUT '-- -- f TRU55 HELD BACK 3 4" FOR PLYWOOD. L9 3/4" 5U13FLOOR WALL hT. BASED ON 91-4" A.F.E. REFER TO E PACK FO.R CONNECTION. I ..V Xc-13 �� 0 CJ U I 1-01 X11 _ 21-011 TYPICAL 5SETBACK CORNER5ET LABELING AND SPACING HANGER CHART J L= THA 422 ( S I MPSON) A L= THAC422 ( S I MPSON) Labeled End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span r less Spreade0 Baran 60 degrees f or less i 2/3 to 1/2 1 To line span Ta Line! span approx, REFER TO BCSI —B1 Truss must be set this way if crane used. Truss is an example, your truss may not match, insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—B1 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI—B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL - * PSF BCDL = 10 PSF TOTAL - 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2010 TPI 2007 Truss member design & connector plates are designed for ASCE 7.10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF WALL KEY 91-411 5EPERATION WALL TO ROOF DECK iii LOAD DESCRIPTION. INIT. DATE F/Ol CREATED FROM 7PA TJC 3/12/2012 FA01 NEW CODE, STAIR PLANS TJC 8/8/20.12 FB01 #1 LUMBER TJC 1/24/2013 ;LCARPENTER EE--= CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONE1 ( 800) 959-8806 FAXi ( 863) 294-2488 BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNHOMES MODEL :4 UNIT BLDG - ELEV. A CCA PROJ/MODEL/ALT QY8/4PA (FLOORS) ALT DESC: OTC L0T :31 BLOCK :28 DESIGNER PAGE .TDS g DATE 05/22/2009 LAN# SCALE N143507 1 1 4' "=1' Tom W19VW012 11:43 AM 143507.dwg _.