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296 Rose Dr - BR10-001953 (ROOM ADDITION) (A)u,. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ` a a . Applications N®: n �Docume nted Construction Value: $ �i �: Parcel ffD: 17---- 2-0 �F rx ;0 -c Descriptionof Work- �/2 0v :,� /_(r�°� �r -�r'u, � � � n ':51C Historic (District: Yes ❑ No 0' Zoning: r Plan Reviews Contact Person: f it' � ; ~ ��° �t�� r' � � � Title: 1 > , 7,, Phone: 7- '� �"' Fa( �v `.- ;� � ,z � E-mail: A--�r`-mac; Property Owner Information s,y�� Name ,� �r ,;. ��� (l�� ��� , .��.,.� Phone: Street: �- %o �-e &--e-y Resident of property? �� . City, State Zip: 0i"1 a Contractor Information Name Phone: Street: Fax: City, State Zip: _ State License No.: Bonding Company: & 1 Address: Building Permit Square Footage: ' No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Mortgage Lender- /V Address: Construction Type: g,'- No. of Stories: Flood Zonae: Plumbing 0 New Construction - No. of Fixtures: Mechanic' 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 11 No. of heads: Architect/Engineer Information Name: i r' d Qir ! (�' i c>,, -f }�l /4 Phone: -Z J Street f �j%' itr r%, IV'2 Fax: 4' City, St, Zip: r/r 1 1 l i z r' � C"l E-mail: Bonding Company: & 1 Address: Building Permit Square Footage: ' No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Mortgage Lender- /V Address: Construction Type: g,'- No. of Stories: Flood Zonae: Plumbing 0 New Construction - No. of Fixtures: Mechanic' 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 11 No. of heads: IIi l 6 TSIDE E B'-0" TRUS' SBEARING (813) 685-5615 Nornina Clear Spun_ Far- (019) 693-3240 WkA.0 (941) 426--7870 Filled �)#5. (1)#5B D Eastern Polk Country (941) 421-2019 Fr"°Na° (613) 621-9227 2'-0" 2.-4°. 2'-6"rf 2'-8'° S-0" 5 0" 6. D.° 8'-0" Filled E2)j5B (2) 5T & 8 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L--9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 P.S- L-17P.S:14'0" L-18 P.S. L-20 P,S. L-21 P.S. L-22 P.S. 6790 w°kh. C Pmduem 12374 P.O. U. 279 SHINGLE ROOFING Mt« d.fWWd32700 1 OVER #15 FELT & OVER 1 /2" 4 PLY 1 2" Rec®sled Door Headers 1<7­1 SEE ELEV. CDX PLYWOOD.) -1 (s°°x14Composite) Total Allowable superimposed Load - Pounds Per linear Foot R-30 BATT OR BLOWN INSULATION LOUW/ EAVE BA�00 E'rLO SEE TR,US 101 0 , 12" TYP, SCHEDULE FOR TRUSS ANCHOR REQ'D. u 316^ I RUBS hG —P.T. 1 x 1 /2„ GYP. BRD. .� DETAIL TIC' I x6 CEILING. FASCIA 8" CONCRETE PRECAST - TA -D ELEVATION ARIES REAR ELEVATION REOBARBCONTINUOUSWITH 1- 5 SE13� � - Precast_ Lintel 8"X1 6" comlDosite) 1/4"= 1 Y-0 y' P.T. 1x6 - EXTEND 8" BEYOND JAMB ON ° EACH SIDE PERFORATED °(Y' ° ALUM. SOFFIT . l X00 nI 8" CONCRETE PRECAST --r' :oo �: LINTEL - — RETURN TEXTURED �;'°A, NOTE: (SEE LINTEL SCHEDULE) CEMENTITIOUS FIN. @ HEAD AND JAMB ALUM. FRAMED WINDOW 1/2" GYPSUM BOARD - - I TYPE, CONFIGURATION AND WALL FINISH BEYOND L SIZE OF WINDOWS VARY REFER TO PLANS AND 75q ELEVATIONS DETAIL °C,° Mark No Nornina Clear Spun_ Filled (0)#5B.(1) DB Filled �)#5. (1)#5B D D-1 D-2 D-3 D--4 0-5 D-7 L,-8 D-9 2'-,4" 2'-8" 2'-1 C" 3'-0" S-4°' 5'-4" -4" 6-4 8'-4" 2'-0" 2.-4°. 2'-6"rf 2'-8'° S-0" 5 0" 6. D.° 8'-0" Filled E2)j5B (2) 5T & 8 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L--9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 P.S- L-17P.S:14'0" L-18 P.S. L-20 P,S. L-21 P.S. L-22 P.S. 6790 70' 12374 55 9 12867 848886807 4 8 5772 5902(' 3 7� - 4753 — 5 -- 2026 20 8 12 7/8" STUCCO & LATH W/HOUSEWRAP OR SIDING (MATCH EXISTING) W/7/16"°'S' '` Or;R OR 1/2" CDX PLYWD SHEATHING -~ Total Allowable Superimposed Lod - Pounds Per Linear Foot Mark No. Nominal Clear Spun Total Untel Filled (1)#5T&B C Filled (1)#5D Filled E2)j5B (2) 5T & 8 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L--9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 P.S- L-17P.S:14'0" L-18 P.S. L-20 P,S. L-21 P.S. L-22 P.S. 1'6' 2'2° 2'8" 3°2" 4'0" 4'6°5'10" 512" 6'2" 7'0" 8'0' 9'2" 10'0" 11'2" 12'0" 12'8" 13'4" 16'0" 18,0" 18'8" 20'8" 22'8° 210 3'6" 4'0" 4'6' 5'4" 6'6' 7'6" 8'4' 9'4" 10'6" it°4" 12'6" 13'4" 14'0" 14'8" 15'4" 17'4' 19'4" 20'0" 21'4" 24'0" 12374 2591 12867 848886807 6868 7023 8 5772 5902(' 4546 4649 4753 — 4028 4120 4212 3382 3460 _ 3538 2908 2975 3042 2548 2607 2666 2215 2267 3 1918 936 0 1749 1790___ 1554 1591 1628 1438 1473 507 1356 1389 1395 1448 1326 1376 H42�11 1153 1191L-19P.S. 1019 1057 980 1017 063 880 913 954 _740-- 775 - 601 Note: P.S.) represent precast lintels prestressed using �2) 7/16" Diameter Prestressing Strands. _I.IL NEW F00"I-1I'1G, TO E1I TlI"dr' W/2 #5'� W/6" EMHEIiME.N-I MARBLE SILL W/EPC)XY (-r` I1IC;AE) � . P.T. 1x1 AT SILL M AND JAMBS PRECAST CONCRETE \ R--3 OR EQ. WINDOW SILL TEXTURED CEMENTITIOUS P.T. 1x2 FURRING STRIPS-- FINISH BAND 3 1/4' BASE BOARD (SEE ELEV.) TYP. CONC. 6"x16" CONC. BLOCK GENERAL FRAMING NOTES: SLAB W/ 6x6, 1. All lumber to be Southern Yellow Pine #2 or Spruce #2 ASSUMED GRADE with maximum content of moisture 19%. Exterior lumber POUR NEW CONCRETE OVER W/1.4 x 1.4 W.W.M. to be pressure treated. Studs may be SPF stud grade. - - All exterior doors and door to arae must be of solid EXISTING CONCRETE SLAB TO � 0'-0`' FINISH_. FL(JNR 2 garage HT TO MATCH EXISTING LIVING core wood or insulated metal. AREA FLOOR. TREAT PER CODE I "oo - 3. Windows and doors must meet standards of FBC 2007 RES. ED. #5 DOWEL W/ 25" LAP for wind resistance in both design and installation. 4. Provide adequate bracing and bridging to trusses and /--16"WX20"TH. CONC. I CLEAN, COMPACTED - _ conventional frame roof to resist wind and other lateral FTG W/2 #5'S CONT. 1 TERMITE TREATED - forces in accordance with FBC 2007 RES ED. w/all supplements. - - I I 20"DX16"W.CONC. — _ — — _ — _ _ _ _ — _ — — — -- (`) VAPOR _.. FTG. W/2 #5'S CONT. GENERAL FOUNDATION NOTES: -I--I ti 6 MIL --- 1. All concrete slabs shall have a compressive strength of not less BARRIER than 30gOpsi @28 days. I 4"TH. CONCRETE SLAB, 3000 PSI MIN I L] Slabs shall be reinforced with fibermesh or 6x6 10/10 welded wire , W/FIBERMESH OR 6X6-10/10 W.W.MESH ON mesh on Emil vapor barrier over clean, compacted, termite treated 6 MIL VAPOR BARRIER & CLEAN, COMPACTED I o fill. p 2. Concrete footings shall have a compressive strength of not less I TERMITE TREATED FILL. (TYP. ALL SLABS) 1 `` than 3000psi ® 28 days. 3. Reinforce footings with #5 bars unless noted otherwise. All bars z shall be deformed and be clean and free from rust and scale. ^ - - Splices shall overtop a minimum of 25". �_ 5 - - - - - - -- ^- - - 4. 1For concrete block walls provide concrete filled cells with 1-#5 bar vertically continuous from footing to tie beam at all corners and © El - otherwise noted as per foundation plan. 16"WX20"TH. CONC,I'--8" V) NTS 4. Unless noted otherwise extend slab 1-1/2" at door openings. FI -G. W/2 #5'S CONT. 1��L.SE.CTION �-5. Unless noted otherwise extend slab 1-1/2" and recess 3/4" for sliding glass door tracks. � OAA I=nl M, P1 AKI Plot Style: - - - - Plot Scale: 0.0005:1 Plotted At: Jul. 30, 10 5:11 PM By: HP, ADMINISTRATOR Last Saved By: FLIP Last Saved At: JUL 30, 10 0 1) w 6' "N 1 OFf, RIDGE VENT F.G.`,11INGLE ROOFING, 15# FELT & M " Cl?;( PLYWD. OR 7/16" OSB ON `n ENG, ,%'D, TRUSSES @ 24"O.C. v — - - I.6c LINTELD4C LINTEL 35 SIT 4'`y TEXT. CEMENT- FIN, ON a X6'8 ('1-)24,7 8" CONC. _BLOCK S.C. _ _ 'I (-)26.9u !(4)23.2 ! ° (—)29.3� z del 1 ej a, ~4.0 R 11 P US flu UJ O C_l U. Z LIj L,J CC) t.i w R6 DUC,T`�o 0 U 0 I 0 A UNIT I T cf�tvrai drat 1A1µ Ri�.VIFWGO /\PSC L ;61At 1_aE VILA IS ARE F L=RN11 i l)E % H -c, r PEr MI r uc1 n W A,c C rPTED , r E1 I`VE 'i P' VIOLATE. ) A L, n - c,o1s5'rf�urr o No -r,,., ssl-rrl 1 D� rHVr Fr1f:: WOR Al' rr r Aral / r!Y 51-15,1-1.. P.NCLL 1I t_ r1 s I Ilcn, I r1s ElUiO 11 r ,rug PR(Wli 101 S « 4�c R 11l ��LVL COR F -c• I.: •:iUANC`t , C) f'7 1 F((,t71 �! eaNFTi t1t PLa3( OtV: fF3Uv. 1 bid O Ri .)F -I-IE NEW vvAl__ TO EXITING ivt�.C)11a1-).Vl-)Laf!„�,e�1-11,L� 5 F�',OD`.' Wj6” FUBED. W/EPDX`( Ccs 24"O.C- VER-_IC;ALL_1' (TYP.)-, \ 1 t ITC LL Cn 1 t CL E 1 L7 c , \ FAM I L.Y RM z cc e U. Uj cn cc 00 LL -~Ir z ,1 , 7' 4 35 SH fi 2,3'- 8 " 1� LEA11 3P1X6v81P El El I PROJECT NO. SHEE1 DESIGN REODUIREMENTS. 1. LIVE LOADS FOR FLOORS, BALCONIES, DECKS, AND STAIRS IS 40 PSF 2. LIVE LOAD FOR ROOF IS 20 PSF ROOF FRAMING` PLAN 1 /4"= 1 ! —Op' 8'-0" -I -ROSS BEARING GABLE END NAIL SPACING ROOF SHEATHING SEE ZONE CHART 2X4 OUTLOOKER @ 24" O.C. _ - (MAX. 12" O.H. W/ A34 @ 24" O.C. V) 2X4 S.Y.P. DIAD. BRACING 6'O.C. W/2 tad COMMONS @ EACH END o GABLE END TRUSS a � --2X4 S.Y.P BLOCKING W2,8ds EA. END ch: TOP 8c BOTT. CHORD 4 O/C Ujz z Q TRUSS STRAP @ 48" O.C. S � 1/2" CLNG ABOARD 2X6 P.T. PLATE W/ CABLE END FRAMING @ CMU WALL Plot Style: ------ Plot Scale: 0.0005:1 Plotted At: Jul. 30, 7 0 5:12 PM By: HP—ADMINISTRATOR Last Saved By: FLIP Lost Saved At: Jul. 30, 10 2X8 SYR _ _ - _._-......_ _.._. - .-._ _ -...._ __-__ - _ _ _ - @ 16"O.C. & 2X6 C. ( 585 I I t I I I I I t / DESIGN REODUIREMENTS. 1. LIVE LOADS FOR FLOORS, BALCONIES, DECKS, AND STAIRS IS 40 PSF 2. LIVE LOAD FOR ROOF IS 20 PSF ROOF FRAMING` PLAN 1 /4"= 1 ! —Op' 8'-0" -I -ROSS BEARING GABLE END NAIL SPACING ROOF SHEATHING SEE ZONE CHART 2X4 OUTLOOKER @ 24" O.C. _ - (MAX. 12" O.H. W/ A34 @ 24" O.C. V) 2X4 S.Y.P. DIAD. BRACING 6'O.C. W/2 tad COMMONS @ EACH END o GABLE END TRUSS a � --2X4 S.Y.P BLOCKING W2,8ds EA. END ch: TOP 8c BOTT. CHORD 4 O/C Ujz z Q TRUSS STRAP @ 48" O.C. S � 1/2" CLNG ABOARD 2X6 P.T. PLATE W/ CABLE END FRAMING @ CMU WALL Plot Style: ------ Plot Scale: 0.0005:1 Plotted At: Jul. 30, 7 0 5:12 PM By: HP—ADMINISTRATOR Last Saved By: FLIP Lost Saved At: Jul. 30, 10 2X8 SYR RAFTERS @ 16"O.C. & 2X6 C. JOISLS_@ 585 16"O.C. 6-10d 6--104 890 SP -4 6--10dx1 2X8 CYP RAFTERS L .I 6"0. C. I- II — .11. --l— FTG. W/2 #5"S CONT. 2X8 RIDGE BD. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. NOTE: fZIDGEEiD. MUST BE A35 CLIP EACH ,� "TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS SIDE UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A ONE SIZE LARGER -rl-IAN �''� - �� 2x6 RAFTERS � 24"o.C. RAFTERS UP TO 11'-9" SPAN ( FOR NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. WIDER SPANS SEE CONV. GABLE END NAILING: 5' 1a❑aF EDGE -� FRAMING CHART) 8D COMMON NAILS NAILED @ 4" O.C. - BEARING WALL NAIL PATTERN: O . O 2X(3 COLLAR TILS EVEI Y _ 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" 0/C .� �4' OTHER RAFTER SE'f W 3- OR O.S.B. (EDGE) USE 8D NAILS @ 6" 0 C� RIDGE 01�- -�/�� - - -- 10d �lAll_S -- EA. EMD - 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" 0 fC �O 3�'1).X4" LAGS INTO TOP (EDGE) USE 5D NAILS @ 7' O/C O 1 1 <®� CHORD OF EACH TRUSS OR ROOF NAILING PATTERN: PLYWD OR OSB @@1 4 RAFTER BELOW OR USE MTS 12 1 ZONE 1 -USE 8D COMMON NAILS ®12" 0/C ® ® ,��' W@2 C0NV. ECAWING VAS[ �_Y DE -I 2 ZONE 2 — USE 8D COMMON NAILS @ 6 0/C Q a O 3 ZONE 3 -- USE. 8D COMMON NAILS @ 4" 0/C 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" O/C ZONE CHART T SENCO 2 1/4" X .131 PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD DOOR FRAME INSTALLED DF:YWALI- —0008 CASINO'- MANU(=AC"I URER'S SPECIFIC`,TIC)NS 2X P.T. Ni/Y}" OXS' TAPCOHS 5" O.C. -- EXTERIOR DOOR FINISH PER —//5 VERT. BAR IN \_- ELEVAHON POURED CELL — -L SEE FLOOR PLAf! JAMB @ EXTERIOR DOORS INSTALL WINDOWS PER MANUF. SPECS. - WOOD OR MARBLE iz,; DRYWALL.\ STOOL //5 VERT. BAR IN f'.C. SILL 'OURED CELL — SEE FLOUR PLAN JAMES Q WINDOWS ,�- FSC -2007 WALL DESIGN WIND PRESSURES AND SUCTIONS WIND PRESSURE AND SUCTION (PSF) TRIC AREA (+) VALUE DENOTES PRESSURE 5 (SQ FEET) VALUE DENOTES SUCTION KNEE WAL.__-2X4 STUDS I _0 b_ @ 24"0.C. W/DBL TOP04 4`J 3 C+)25,9 M253PLATE a 10 (-)28,1 C->34,7. �, �1 0-)24.7 � (-f-)2/.,.7 J 20 (-)26,9 (-)32,4 50 1)23,2 (-)25.4 (-)29,3 a a 100 C+)22,0 - (+)22,0 (-)24,2 C-)26,9' NOTES; 1, a = 4 'Et, 0 in, 1)VC, (I inic-rc G - REMAIN 2X8 PLATE W/3/8"OX4" A.BOLTS @ 24"O.G. 1 I n - a Q CONNECTOR SCHEDULE MODEL # FASTENERS UPLIFT(133) CAPACITY SP -1 6-10d 4-1Od 585 SP -2 6-10d 6--104 890 SP -4 6--10dx1 735 0 14-1Odx1 1000 �*a N M 14-10dx1 1000 LSTA12 10-10d 755 LSTA24 18-10d 1295 LSTA30 22-10d 1670 0 o 3 CONNECTOR SCHEDULE MODEL # FASTENERS UPLIFT(133) CAPACITY SP -1 6-10d 4-1Od 585 SP -2 6-10d 6--104 890 SP -4 6--10dx1 735 MTS12 14-1Odx1 1000 MTS20 14-10dx1 1000 LSTA12 10-10d 755 LSTA24 18-10d 1295 LSTA30 22-10d 1670 0 .1S 26-10d 1995 -HEIA1�-- j1-jQdX1N (I Ply truss) 1365 11-1fid ply =s)-....- 1BRQ--- CL .. REIA Hl1S ate_-_. _ 1550 Q -16d 8-16d 7 17S OC) 3 —16d ,inker+moi hnlf _.__5M mom >0 Cc 1166 — It - - d 1zQ1i.� 2Q H10 _ LU LIT, 2-tJ1450 5 MQ'I' 4-8d 4-8d 1 16GiX1 27-10d 385 36Pi5 ..T-2 -1fi sjnknrs 0 8- s4 HQT-3 10 BE -10d -1d bolt _9035 LL..,.-..._...,, 1 3145 - BHA(H1 -.18-10d- [ 8 TOP 85 - 11385 FC ATR is ail threaded rod ��- 7j`<t1:D'?y�i3}1: s�� �'1.,�•� � '05�� ��P��ri t pc;✓L FzUt3�;0 5V C� iy�; �� �u rA�-Y�Iycy? S t� 6,r"1� v,��,�t"L�• ab��:`� ��''i.} Y�C�r� 1S'vG.�'- Chl9t%'ti�i SCALE PROJECT NO. - SHEET -^- 0 mw o LIJ W z z_ y H W ce- w :E 0 0 U 0 ��- 7j`<t1:D'?y�i3}1: s�� �'1.,�•� � '05�� ��P��ri t pc;✓L FzUt3�;0 5V C� iy�; �� �u rA�-Y�Iycy? S t� 6,r"1� v,��,�t"L�• ab��:`� ��''i.} Y�C�r� 1S'vG.�'- Chl9t%'ti�i SCALE PROJECT NO. - SHEET -^- mw 0 U. CL mom >0 Cc LL LU 0 P LL..,.-..._...,, ��- 7j`<t1:D'?y�i3}1: s�� �'1.,�•� � '05�� ��P��ri t pc;✓L FzUt3�;0 5V C� iy�; �� �u rA�-Y�Iycy? S t� 6,r"1� v,��,�t"L�• ab��:`� ��''i.} Y�C�r� 1S'vG.�'- Chl9t%'ti�i SCALE PROJECT NO. - SHEET -^-