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1401 Mara Ct #14-1595- room additionti x P Sys ' it �+f''nl;+ MAY 2 2 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 19 Application No: I L I Documented Construction Value: $ 0"lyD Job Address: ///0/ MAX l Klf Historic District: Yes ❑ Nod, Parcel ID: 1 "H-.51- 5145 - OU/�O /J %O Zoning: Description of Work: 401y" Plan Review Contact Person: I /U✓�7� 6 /14t Title: 406,0 /�Ii? Phone: �f���._ �rl LJ`I�J�I Fax:y"eJ,5f% E-mail: 64^ C6)—Pj Fa'/�2fi!/16iV ;1k Property Owner Information Name /y,�iJ%iQi�, Ui>J 1 Phone: ��%" JiLJ ' &.5 ®& Street: - /410J /y ,4AA ��� Resident of property? City, State Zip; Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: rax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit ❑ Square Footage: / 0 6, Construction 'Type No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout rcgUired for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: Residential Addl'pti*o.A Clayton Resl*dence 1401 Mara Court Sanford, FL 32771 Municipality: City of Sanford VALENCIA COURT NATIONAL PRINTPA5T NO 100A 2445 of - 127 0 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2010 FLORIDA FIRE PREVENTION CODE AND 2008 NATIONAL ELECTRICAL CODE. 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasd). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SHEET INDEX COVER SHEET 1 1 AS -BUILT & FOUNDATION PLANS I 2 LOT 156" I FLOOR PLAN I 3 ELEVATIONS I 4 DCTRICAL & TRUSS PLANS LEGAL DESCRIPTION LOT 157, SAN L1.Nrl ',THIRD SEC, KION, ACCOKDING TO THE PLAT TI=IEREOF AS RECORDED IN PLAT BOOK 13, PAGE 75 OF THE I'UBLIC, RECORDS OF SEMINOL.E, COUNTY, FLORIDA. PARCEL ID: 31-19-31-505-0000-1570 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2010 FLORIDA FIRE PREVENTION CODE AND 2008 NATIONAL ELECTRICAL CODE. I. OASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasd). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SA�RD SUILQING DIVISIQN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE X105 T.S. Chehai Licensed Professional Engineer 531 S., S.R. 434 Altamonte Springs, FL 32714 (407) 521-5557 FAX (407) 521-5434 PE 0040748 nommmmsommommmm DRAWN BY: STEVEN E. SHIELDS x M N z M N REMOVE CONCRETE SLAB I � I 16 x 20 CONCRETE FOOTING I I W/ (2) tib RE13AR CONTINUOUS I �I I (1)115 CORNER BAR Will -I it (TYP.) 25' LAP EACH WAY II II I (I ,E I (1) Its DOWEL REINFORCING I AT CORNER Wrnl 25 LAP 1-4" W/ MIN. 22" LAPS I CORNER FOOTING DETAIL N.T.S. (1) 85 CORNER 13AR'NTIH 25' LAP EAC FI WAY (i) u5 VERTICAL WITN STANDARD HOOK 8 x 8 x'16 CONCRETE LINTEL MASONRY UNIT WIII 1 (1)115 CONTINUOUS 8 x 8 GROU FED CORNER CELL V111 IFI (1) Its VERTICAL CORNER LINTEL BEAM DETAIL N.T.S. SCALE 1/4 it _ 1'-0„ DETAIL DENOTES PIPE DETAIL DENOTES PIPE PASSING THROUGH PASSING THROUGH FOOTING STEM WALL GROUTED WLID SLEEVE SHALL BE AROUND PIPE 2 SIZES LARGER THAN SLEEVE SLEEVE SHALL BE PIPE PASSING THROUGH 2 SIZES LARGER THAN7 PIPE PASSING THROUGH IN ' M++ f tit 'q. •e+ " •— OM1 If _ 4 4 SEE FOUNDATION PLANN'` �• FOR REBAR QUANTITY �kx, FOUNDATION NOTES: -1.) FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 95%. THE CONTRACTOR SHALL VERIFY THAT THE SOIL 13 EITHER VIRGIN OR HAS 95% MINIMUM BEARING CAPACITY. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND ENGINEER IF THE MINIMUM CAPACITY IS NOT PRESENT PRIOR TO FOOTING INSTALLATION. 2.) FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 3.) THE BOTTOM OF PERIMETER LOAD BEARING FOOTINGS SHALL BE 12" MINIMUM BELOW GRADE. 4.) FOOTING REINFORCING STEEL SHALL HAVE 3" MINIMUM GROUT COVER_ 5.) FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF. 6.) ALL CONCRETE SLABS HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2,500 PSI @ 28 DAYS. SLABS SHALL BE REINFORCED WITH FIBER MESH ON 6 MIL. BARRIER OVER CLEAN TERMITE TREATED COMPACTED FILL. 7.) CONCRETE FOOTING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2,500 PSI @ 28 DAYS. REINFORCE FOOTINGS WITH #5 REBAR AS INDICATED. ALL BARS SHALL BE PREFORMED, AND SHALL CONFORM TO ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND 3-1/2" CONC. SLAB SCALE, SPLICES SHALL OVERLAP AT LEAST 25". aLL REBAR TO BE GRADE 40. 2,500 P.S.I. (MIN.) 8.) FOR CONCRETE BLOCK WALLS PROVIDE CONCRETE FILLED CELLS W/ ('I) #5 BAR VERTICALLY CONTINUOUS FROM FOOTING TO TIE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED AS PER FOUNDATION PLAN. 9.) EXTEND SLAB 1-1/2" AT DOOR OPENINGS. SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. NAilUNA� PR(NiFA57 PIO 1©GA 7.4x91; a++ 115 REBAR WITHIN FOOTING - W1'30" MIN. SLICE OVERLAP THICKEN � SLAB UNDER .r r CONCRETE FOOTER (SEE FOUNDATION PLAN FOR SIZE) 6 x 6 W.W. MESH OR FIBER MESH (1) #5 REBAR VERTICAL DOWEL MAX. 6' o.c. W/ MIN. 22" LAPS z GRADE co _Z 10" HOOK N IF DOWEL IS MISSING APPLY W/ EPDXY (SIMPSON #ET) WITH 6" EMBEDMENT, DRILL 3/4" DIAMETER HOLE FOR #5 DOWELS 26'_21, 13'-81' 31.211 91-411 T-4" x TA" CONC. PAD -0'- 4" (1)115 REBAR VER nCAL DOWEL MAX. 6'-0" o.c. W/ TUB 6 MIL VISQUt)ai! 10" FIOOKS & MIN. 22" LAPS DD (TYP.) W.C. TERMITE TEATED' 14 '. COMPACTED SOIL_' (2) #5 REBAR CONT. 1-4" W/ MIN. 22" LAPS (1) #5 REBAR VERTICAL DOWEL MAX. 6' o.c. W/ MIN. 22" LAPS z GRADE co _Z 10" HOOK N IF DOWEL IS MISSING APPLY W/ EPDXY (SIMPSON #ET) WITH 6" EMBEDMENT, DRILL 3/4" DIAMETER HOLE FOR #5 DOWELS 26'_21, 13'-81' 31.211 91-411 T-4" x TA" CONC. PAD -0'- 4" NEW 3-1/2" (2,500 P.S.I. MIN.) CONC. SLAB W/ 6 x 6 W.W. MESH OR FIBER MESH ON 6 MIL. VISQUEEN OVER TERMITE TREATED COMPACTED FILL EXISTING BEDROOM #3 (2) #5 REBAR DOWELS EPDXIED INTO EXISTING FOOTING WITH 6" EMBEDMENT (MIN.) I Xwl TING BATH _ � 1 1 0I—Off EXISTING DINING FOLLOW MFOR. INS FR. FOR PROPER FLOW W/ Mlhl. HT. 12'-U" OR 2'-0" ABOVE ANY STRUCTURE WITHIN 10'-U" 2 x 6 CRICKET 8P7_ SIMPSON MTS'12 CHIMNEY PIPE MIN. 2" TO TRWIS ROOF'I'RUSS FRAMING FIREPLACE MIN. 2" To MATERIAL 16"'FILE TIE J CUSTOM GALV. CAP WITI I SPARK ARRES FOR SP2 PIPE STABILIZER 2x4@16"o.c. ---,,W/ 7116" OSB NAILED 8d HOT DIPPED RING SHANK NAILS 4" o.c. Cla EDGES & 8" o.c. IN FIELD FIRES TOP SPACER MAINTAIN 2" MIN. CLEARANCE FROM COMBUSTIBLE MATERIAL FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF 00 EXISTING KITCHEN R-30 TRUSSES, INSULATION '12d NAILS 2 x 4 16" o/c. 112" DRYWALL��„112” DRYWALL 114" HILTI PINS OR CUT NAILS (c_ 12" ox. CONC. SLAB, .2 x 4 P.T. BOTTOM PLATE _i - 9 + L91 Z 11 -4 Mil, ON -1 Z Iftylyfil It SCALE; 1/4,� � ,I,�Q�� THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2010 FLORIDA FIRE PREVENTION CODE AND 2003 NATIONAL ELECTRICAL CODE. 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasd). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS I3 .1a AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 EXISTING AIC COMP. REF. SANFORD UUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE -r0 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THE REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE GIz / T.S. Chehal Licensed Professional Engineer 531 S., S.R. 434 Altamonte Springs, FL 32714 (407) 521-5557 FAX (407) 521-5434 PE 0040748 DRAWN BY: STEVEN E. SHIELDS DRAWING AS -QUILT & FOUNDATION DATE February 15, 2014 (1)115 REBAR VER nCAL DOWEL MAX. 6'-0" o.c. W/ TUB FLOOR OUTLET 10" FIOOKS & MIN. 22" LAPS DD (TYP.) W.C. 0O 1 LAV. NEW 3-1/2" (2,500 P.S.I. MIN.) CONC. SLAB W/ 6 x 6 W.W. MESH OR FIBER MESH ON 6 MIL. VISQUEEN OVER TERMITE TREATED COMPACTED FILL EXISTING BEDROOM #3 (2) #5 REBAR DOWELS EPDXIED INTO EXISTING FOOTING WITH 6" EMBEDMENT (MIN.) I Xwl TING BATH _ � 1 1 0I—Off EXISTING DINING FOLLOW MFOR. INS FR. FOR PROPER FLOW W/ Mlhl. HT. 12'-U" OR 2'-0" ABOVE ANY STRUCTURE WITHIN 10'-U" 2 x 6 CRICKET 8P7_ SIMPSON MTS'12 CHIMNEY PIPE MIN. 2" TO TRWIS ROOF'I'RUSS FRAMING FIREPLACE MIN. 2" To MATERIAL 16"'FILE TIE J CUSTOM GALV. CAP WITI I SPARK ARRES FOR SP2 PIPE STABILIZER 2x4@16"o.c. ---,,W/ 7116" OSB NAILED 8d HOT DIPPED RING SHANK NAILS 4" o.c. Cla EDGES & 8" o.c. IN FIELD FIRES TOP SPACER MAINTAIN 2" MIN. CLEARANCE FROM COMBUSTIBLE MATERIAL FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF 00 EXISTING KITCHEN R-30 TRUSSES, INSULATION '12d NAILS 2 x 4 16" o/c. 112" DRYWALL��„112” DRYWALL 114" HILTI PINS OR CUT NAILS (c_ 12" ox. CONC. SLAB, .2 x 4 P.T. BOTTOM PLATE _i - 9 + L91 Z 11 -4 Mil, ON -1 Z Iftylyfil It SCALE; 1/4,� � ,I,�Q�� THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2010 FLORIDA FIRE PREVENTION CODE AND 2003 NATIONAL ELECTRICAL CODE. 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasd). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS I3 .1a AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 EXISTING AIC COMP. REF. SANFORD UUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE -r0 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THE REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE GIz / T.S. Chehal Licensed Professional Engineer 531 S., S.R. 434 Altamonte Springs, FL 32714 (407) 521-5557 FAX (407) 521-5434 PE 0040748 DRAWN BY: STEVEN E. SHIELDS DRAWING AS -QUILT & FOUNDATION DATE February 15, 2014 DUPLEX I<1 .stiriz FLOOR OUTLET BY ELECTRICIAN NEW 3-1/2" (2,500 P.S.I. MIN.) CONC. SLAB W/ 6 x 6 W.W. MESH OR FIBER MESH ON 6 MIL. VISQUEEN OVER TERMITE TREATED COMPACTED FILL EXISTING BEDROOM #3 (2) #5 REBAR DOWELS EPDXIED INTO EXISTING FOOTING WITH 6" EMBEDMENT (MIN.) I Xwl TING BATH _ � 1 1 0I—Off EXISTING DINING FOLLOW MFOR. INS FR. FOR PROPER FLOW W/ Mlhl. HT. 12'-U" OR 2'-0" ABOVE ANY STRUCTURE WITHIN 10'-U" 2 x 6 CRICKET 8P7_ SIMPSON MTS'12 CHIMNEY PIPE MIN. 2" TO TRWIS ROOF'I'RUSS FRAMING FIREPLACE MIN. 2" To MATERIAL 16"'FILE TIE J CUSTOM GALV. CAP WITI I SPARK ARRES FOR SP2 PIPE STABILIZER 2x4@16"o.c. ---,,W/ 7116" OSB NAILED 8d HOT DIPPED RING SHANK NAILS 4" o.c. Cla EDGES & 8" o.c. IN FIELD FIRES TOP SPACER MAINTAIN 2" MIN. CLEARANCE FROM COMBUSTIBLE MATERIAL FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF 00 EXISTING KITCHEN R-30 TRUSSES, INSULATION '12d NAILS 2 x 4 16" o/c. 112" DRYWALL��„112” DRYWALL 114" HILTI PINS OR CUT NAILS (c_ 12" ox. CONC. SLAB, .2 x 4 P.T. BOTTOM PLATE _i - 9 + L91 Z 11 -4 Mil, ON -1 Z Iftylyfil It SCALE; 1/4,� � ,I,�Q�� THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2010 FLORIDA FIRE PREVENTION CODE AND 2003 NATIONAL ELECTRICAL CODE. 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasd). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS I3 .1a AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 EXISTING AIC COMP. REF. SANFORD UUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE -r0 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THE REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE GIz / T.S. Chehal Licensed Professional Engineer 531 S., S.R. 434 Altamonte Springs, FL 32714 (407) 521-5557 FAX (407) 521-5434 PE 0040748 DRAWN BY: STEVEN E. SHIELDS DRAWING AS -QUILT & FOUNDATION DATE February 15, 2014 , , NOTE: STRUCK BLOCK ATTIC ACCESS REQUIRES FIBERGLASS THREE TAB SHINGLES WEATHER STRIPPING INSULATION, PER TGC 81_811 SECTION 41X12.4 & FBC 107. CD IF DOWEL IS MISSING APPLY W/ EPDXY (SIMPSON #ET) WITH 6" EMBEDMENT, DRILL 3/4" CONT. TIE BEAM DIAMETER HOLE FOR #5 DOWELS W1(•1) #5 REBAR i CARPETLL 2 U( 28 C 5'-5" 41-8t1 61-010 2'-1" - OU 12'-1" I 121-91t MASTER ER BEDROQIM 80CLG,- CARPET X j 41-311 41-61 31-411 C l0 'U" U. O 4a- 2� tom•- �' M 1 BUILT-IN I DESK 115 REBAR /- DOWELS PER DETAIL *THIS PAGE KEY BLOCK IN AT JUNTA TION FAMILY ROOM T 80CLG.- CARPET (y) 115 REUAR DOWELS PER DETAIL TI IIS PAGE EXISTING I WINDOW STRUCTURAL FRAMING NOTES 1.) ALL INTERIOR STUDS SHALL BE 2 x 4 (2 x 6 WHERE INDICATED) #2 SPRUCE a 12" 1 2.) ALL BOTTOM PAL -FES SHALL BE 2 x #2 PT PINE. 3.) ALL CONNECTIONS OF STUD WALLS TO BLOCK WALLS SHALL HAVE A 1 x 6 #2 PINE BORATE TREATED BETWEEN. EXISTING PROPOSED CHANGE LIVING UNDER AIR 1,387 S.F. 21093 S.F. +706 S.F. UNCONDIONED AREA 000 S.F. 000 S.F. 000 S.F. GRAND TOTAL 1,385 S.F. 27093 S.F. +706S.F. fONAAPRINTFAST NO 1G6A 2446 -M EXTERIQR INSULATION NOTES 1.) CEILING IN CATHEDRAL AREA SHALL BE R-30 BATTS OTHER AREAS WILL R-30 BLOWN -IN. 2.) EXTERIOR MASONRY WILL BE R-6 MIN, 3.) KNEE WALLS WILL BE R-19 BATTS. 4.) WINDOWS ARE DOUBLE INSULATED WITH Lo E GLASS AND A THERMAL PERFORMANCE OF U -FACTOR 0.54 AND SHGC FACTOR 0.33 I ffPY(0A97 26'-211 FIBERGLASS THREE TAB SHINGLES 81_811 51-011 121-611 NEW EXISTING (SEE SHINGLES PRODUCT APPROVALS FOR DETAILS) OBSCURE U -50E -32.1 PSF 30# FELT OVER H.B. TEMP. M,IJ (1) LITE PAr10 DOOR 12 5/8" CDX PLYWOOD NAILED 1.) DRILL 314" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL 22 SH -32.1 PSF WOUNDS W/ 8d GALV. RING SHANKED NAILS PER NAILING ZONE ON THIS PAGE 2.) BLOW OR BRUSH CLEAN �61.S2k:A2NFh�lk (FIELD VERIFY) 30 T,: rcn. a tt7luT l.c(aa(Cy,vr''c4ct5t.Cur,i� R. & S. 3.) INJECT- SIMPSON Ef EPDXY (EG. SIMPSON SET-KTT, SET -PACK) INTO HOLE "-ra•"`"'F r' Kit �_ U1121uou"I EXISTING (1) SIMPSON HETA16 S FEEL _ - -- .tnf i=e :o: f •'^I"-'` 1 WOOD 122" x 3fi" I W/ RODD % ® I I ATTIC I 1 �•:1.L _r 0 C7 8 CLG. 'FILE 42"PRE-FAE3zz AREA ,ACCESS I I FIREPLACE U) I l Rt quilfl 1 1 wealhtrr I I � _1 CCaa'Nlvns "j-' Insnlatiort i I S T. TILE HEARTH Par FEC Jectian 402.2.4 I �� - C. aFBc1o� ��� o0 I W.I.C. 0' CLG.- 8DCLG.- 'TILE _ IF DOWEL IS MISSING APPLY W/ EPDXY (SIMPSON #ET) WITH 6" EMBEDMENT, DRILL 3/4" CONT. TIE BEAM DIAMETER HOLE FOR #5 DOWELS W1(•1) #5 REBAR i CARPETLL 2 U( 28 C 5'-5" 41-8t1 61-010 2'-1" - OU 12'-1" I 121-91t MASTER ER BEDROQIM 80CLG,- CARPET X j 41-311 41-61 31-411 C l0 'U" U. O 4a- 2� tom•- �' M 1 BUILT-IN I DESK 115 REBAR /- DOWELS PER DETAIL *THIS PAGE KEY BLOCK IN AT JUNTA TION FAMILY ROOM T 80CLG.- CARPET (y) 115 REUAR DOWELS PER DETAIL TI IIS PAGE EXISTING I WINDOW STRUCTURAL FRAMING NOTES 1.) ALL INTERIOR STUDS SHALL BE 2 x 4 (2 x 6 WHERE INDICATED) #2 SPRUCE a 12" 1 2.) ALL BOTTOM PAL -FES SHALL BE 2 x #2 PT PINE. 3.) ALL CONNECTIONS OF STUD WALLS TO BLOCK WALLS SHALL HAVE A 1 x 6 #2 PINE BORATE TREATED BETWEEN. EXISTING PROPOSED CHANGE LIVING UNDER AIR 1,387 S.F. 21093 S.F. +706 S.F. UNCONDIONED AREA 000 S.F. 000 S.F. 000 S.F. GRAND TOTAL 1,385 S.F. 27093 S.F. +706S.F. fONAAPRINTFAST NO 1G6A 2446 -M EXTERIQR INSULATION NOTES 1.) CEILING IN CATHEDRAL AREA SHALL BE R-30 BATTS OTHER AREAS WILL R-30 BLOWN -IN. 2.) EXTERIOR MASONRY WILL BE R-6 MIN, 3.) KNEE WALLS WILL BE R-19 BATTS. 4.) WINDOWS ARE DOUBLE INSULATED WITH Lo E GLASS AND A THERMAL PERFORMANCE OF U -FACTOR 0.54 AND SHGC FACTOR 0.33 I ffPY(0A97 WAtt FIBERGLASS THREE TAB SHINGLES - 0" SCALE: 1/2" = V- NAILED PER MANUFACTURER'S SPECIFICATIONS NEW EXISTING (SEE SHINGLES PRODUCT APPROVALS FOR DETAILS) 30# FELT OVER -- TAf4PA DISTRICT 7`;r'A74N 12 5/8" CDX PLYWOOD NAILED 1.) DRILL 314" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL atJ.lssu'.;6751'iarWWryt 172,31.1.6:;7 Yixa';af PRE-ENGINEERED TRUSSES 13 W/ 8d GALV. RING SHANKED NAILS PER NAILING ZONE ON THIS PAGE 2.) BLOW OR BRUSH CLEAN �61.S2k:A2NFh�lk (FIELD VERIFY) T,: rcn. a tt7luT l.c(aa(Cy,vr''c4ct5t.Cur,i� MAI CFI MATCH 3.) INJECT- SIMPSON Ef EPDXY (EG. SIMPSON SET-KTT, SET -PACK) INTO HOLE "-ra•"`"'F r' Kit �_ U1121uou"I EXISTING (1) SIMPSON HETA16 LIVE. c_e.0 L'ITC `'!? LF,Y.�i - - - �� -- .tnf i=e :o: f •'^I"-'` 1 R-30 INSULATION_ W/ (8) 16d NAILS 1,810# U.L. EyYa Irt'E IIn (1)1#5 \ % �•:1.L _r SIMPSQN HETA16 h-2 J'•4' 4 :p' " 2-1/4" WHITE METAL DRIP 112CEILING BOARD BOND n n; 4..y 3 4 rr,xa,t w 61 SCREWS 6" BEAM W .T_ ;•� .fx,1t F- - n. 2 X 4 SUB FASCIA MATCH 4f75 112" DRYWALL W/ 116 -1" EXISTING r •9 ° •6.?'_-, f'�>t ---- -- _ _ _ _ Ja 6" o.c.�_Q1r 318" PLYWOOD SCREWS rl_a 6•a• �.4• Prcca.� •�'--�-�� �;,,,. - VENTED SOFFIT -- 1't.Iz 7-a 6.3_ N -,.;1t i r 6 1 x 6 FASCIA r."' f $ �.` o,«"' ..�-- -'._�� 2 x 2 P.T. FURRING \\\ 15N1 ti•,5 _ _ �' `� L �'� R-6 -PRECAST !INTEL @b6, 8" `7.16 ':�'-v' 9'•1' F'r:ca t I_.__.... rbp� M•If �_� 0-W J WHITE -ALUMINUM _ .o L �.a r•1 F•a�"1L _ n5, DBL. INSULATED i- r_��"rrY"ytf1l�v•..',.1_r-i3.5s_f :__-.�o-� %_ii'9'�e•'',•_-'.4-4a:r•"' •_' -L__.lI;_veG2:' '_ t.•-a�aO_�U'' '• -_ ^•�rFF-rrY•�ace��,a.ra;;�•Vtrv,a•c7�ey:e„a.a,f5s>rt�ae��dad�_ _-- I' �__-._ �_--- - _ -_ �.. I. ..-_ I ia=a,t, LO-E GLASS1 4 ,3 •4' X134 WINDOWF_- t'b0 BU- FACTOR: 0.64 SHGC - 0.33 .- -' f"•2• r 11'.4' ,m•. ^.7• .,�i....m.a 7 u. _.!`--_ -- �-^_.T_".:._.-_. F-1 I - XIS NOTE: CONDENSOR LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE A/C A MIN. OF 12" AWAY FROM STRUCTURE. COMP. r r- rwiIJ _ :..�r I- -0- EXISTING DOOR REF nAN{r t:Tdl. CI.E•tK-'JC4'fC LFi�E1 •C. V,STFSu ;nx1 5/E rrpE I 3/4" all.r' } _ I 2 x 6 PT BUCK INTERIOR 1/4" X 2-3/4" TAP -CONS 8" O.C. STAGGERED I MUST BE MIN. 1" FROM ALL EDGES I *I A G> .�.- GPAVItY 4 LPLIFT SAFE LOA05 (PLF1 $' �c 10' REGE56 GCOR !-CAU54 ��i 911tY1A I netati`r- 3310 2'23 1416 �Qrg_ EXTERIOR MARBLE SILL WOOD BASE CARPET ._�11 milli 1111111111111111112111101 tillillillirlill I 6 MIL VISQUEEN 3-1/2" CONC. SLAB TERMITE TEATED COMPACTED SOIL r' I PRECAST SILL 8'1 C.M.U. STRUCK BLOCK W/ SHERWIN WILLIAMS LUXON XP PAINT TO PREVENT WATER INTRUSION (7) 10d NAILS (4) 1/4" x 2-1/4" TAPCONS & (8) 1 O NAILS 1,175# U. L. SIMPSON HTSM16 MISSING STRAP DETAIL GRADE a' � Z x 4 PT BUCK ITERIOR '16" x 2-1/4" PHILLIPS HEAD 'APCONS @ 12" ox. (MAX.) AGGERED & MUST BE MIN. 1" FROM ALL EDGES EA"T. DETAIL IND ILOM B mum C K TAIL N.T.S. N.T.S. DOOR FRAME TO BLOCK PER MANUFACTURERS SPECIFICATIONS 1 x Pfu WINDOW BUCK ANCHORED TO MASONRY WOOD CASING PER MANUFACTURERS SPECS OR 1/4" DIA. x 2-3/4•' '\ 2 x P.T. W/ 1/4" DIA. x 3" TAPCONS STAGGERED @ 8" o.c. TAPCONS Q 8" ox. MARBLE SILL WINDOW/2" DRYWALL C./ n21t (AL a�*'THRESOLD I I I ji, I 'aI H5 VERT. DOWEL ON POURED CELL 1-1/2"SILL IF SHOWN ON FLOOR PLAN #5 VERT, DOWEL ON POURED CELL IF SHOWN ON FLOOR PLAN PRECAST SILL JAMB AT EXTERIOR DOORS N.T.s. JAMB AT WINDOWS (IIEADSAME) N.T.S. FINI CO NZ 8111 y ti ED U REBAR HOOK DETAIL aara� N Cp GRADE SANFORD_BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXISTING ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL FOOTING CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 1.) DRILL 314" HOLE 6" DEEP INTO EXISTING FOOTING 2.) BLOW OR BRUSH CLEAN 3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE 4.) DRIVE #5 REBAR SPLICE BAR W/ 6" EMBEDMENT (MIN.) SCALE: 1/2" V- 0" THIS STRUCTURE HAS BEEN DESIGNED TO MEET- OR R E V I S 'Ej, D EXCEED THE WIND LOAD REQUIREMENT OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND ASCE 7-10, 20.10 FLORIDA FIRE PREVENTION CODE AND 2008 G NATIONAL ELECTRICAL CODE. /1 q T.S. Che al 1. BASIC WIND SPEED = 138 MPH ULTIMATE WIND Licensed Professional Engineer SPEED (Vult) AND 108 MPH (Vasil). 2. RISK CATEGORY 2 531 S., S.R. 434 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) Altamonte Springs, FL 327.14 3. ININD EXPOSURE= CATEGORY C (407) 521-5557 4. INTERNAL PRESSURE COEFFICIENT FOR FAX (407) 521-5434 ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS •1.40 PE 0040748 DRAWN BY: STEVEN E. SHIELDS DRAWING FLOOR PLAN ffPY(0A97 WAtt - 0" SCALE: 1/2" = V- __IQUALITY NEW EXISTING ! PRECAST COMPANY -- TAf4PA DISTRICT 7`;r'A74N ORLANDO DISTRICT S1`RIWMILL DISTRICT an UISrAlCH t:i9:VArCH 1.) DRILL 314" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL atJ.lssu'.;6751'iarWWryt 172,31.1.6:;7 Yixa';af ar-d".lcwpjaV Ck6n� :iS21:62:At 38d.YTdi172 V�:f,•s•a 2.) BLOW OR BRUSH CLEAN �61.S2k:A2NFh�lk tt7luT l.c(aa(Cy,vr''c4ct5t.Cur,i� 3.) INJECT- SIMPSON Ef EPDXY (EG. SIMPSON SET-KTT, SET -PACK) INTO HOLE Kit �_ U1121uou"I 4.) DRIVE 115 REBAR HOOK W/ 6" EMBEDMENT (MIN.) :'.or!'t :rtNt;£'EP.{:Y1UC17, IItC. f CONT. I:tthNfi?:!ALCxtu<ETE'21Jt1cr3, NC.I N;p,iNn G4I+CftllE:•7vwi••cJs TIE BEAM r•_ 1•v,z oLa!: ry Rhus! Co. a tis •:u tl ,/1L -AlWl (1)1#5 \ % x 4 PT BUCK ITERIOR '16" x 2-1/4" PHILLIPS HEAD 'APCONS @ 12" ox. (MAX.) AGGERED & MUST BE MIN. 1" FROM ALL EDGES EA"T. DETAIL IND ILOM B mum C K TAIL N.T.S. N.T.S. DOOR FRAME TO BLOCK PER MANUFACTURERS SPECIFICATIONS 1 x Pfu WINDOW BUCK ANCHORED TO MASONRY WOOD CASING PER MANUFACTURERS SPECS OR 1/4" DIA. x 2-3/4•' '\ 2 x P.T. W/ 1/4" DIA. x 3" TAPCONS STAGGERED @ 8" o.c. TAPCONS Q 8" ox. MARBLE SILL WINDOW/2" DRYWALL C./ n21t (AL a�*'THRESOLD I I I ji, I 'aI H5 VERT. DOWEL ON POURED CELL 1-1/2"SILL IF SHOWN ON FLOOR PLAN #5 VERT, DOWEL ON POURED CELL IF SHOWN ON FLOOR PLAN PRECAST SILL JAMB AT EXTERIOR DOORS N.T.s. JAMB AT WINDOWS (IIEADSAME) N.T.S. FINI CO NZ 8111 y ti ED U REBAR HOOK DETAIL aara� N Cp GRADE SANFORD_BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXISTING ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL FOOTING CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 1.) DRILL 314" HOLE 6" DEEP INTO EXISTING FOOTING 2.) BLOW OR BRUSH CLEAN 3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE 4.) DRIVE #5 REBAR SPLICE BAR W/ 6" EMBEDMENT (MIN.) SCALE: 1/2" V- 0" THIS STRUCTURE HAS BEEN DESIGNED TO MEET- OR R E V I S 'Ej, D EXCEED THE WIND LOAD REQUIREMENT OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND ASCE 7-10, 20.10 FLORIDA FIRE PREVENTION CODE AND 2008 G NATIONAL ELECTRICAL CODE. /1 q T.S. Che al 1. BASIC WIND SPEED = 138 MPH ULTIMATE WIND Licensed Professional Engineer SPEED (Vult) AND 108 MPH (Vasil). 2. RISK CATEGORY 2 531 S., S.R. 434 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) Altamonte Springs, FL 327.14 3. ININD EXPOSURE= CATEGORY C (407) 521-5557 4. INTERNAL PRESSURE COEFFICIENT FOR FAX (407) 521-5434 ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS •1.40 PE 0040748 DRAWN BY: STEVEN E. SHIELDS DRAWING FLOOR PLAN 12 13 (FIELD VERIFY) ROOF VENT CALCULATIONS: 706 1 150 = 4.8 S.F. PROVIDE 6 S.F. OF ROOF VEN - +8'-0" CLG. ELEV. +8'-0" CLG. ELEV. +6'4" " f CAS ELEV. . +6-8" PRECAST ELEV. aTRUrF7fl-I\\ �. ti�LO�K � �� LAIJ STRUCK BLOCK '12 (FIELD VERIFY) 31 T-- +8'-0" CLG. ELEV. +6-8" PRECAST ELEV. SCALE- 11441 14-01 +0'-0" FINISH FLOOR ELEV. EXISTING NEW - "~ NEW Z 3 -FAB FIBERGLASS SHINGLES CV � -TO MATCH EXISTING // 61S ROSE A2 POWSLEI ["N \\ �1 nSTRUCK BLOCK 1 \\` I NATIONA4 PRINTFAST NO 100A 2.4x36 ou (FIELD VERIFY) (FIELD VERIFY) '12 '12 �� 3 31 2'-0° 2'-01I O.H. O.H. (MATCH EXISTING) (MATCH EXISTING) HAf2Dl- LAP SIDING SCALE: 1/411 = 11.014 Q Z OFF -RIDGE CV VENT I NEW STRUCK BLOCK STRUCK BLOCK I \\ �\ NEW '12 13 (FIELD VERIFY) 'FINISH FLOOR ELEV. +8'-0" CLG. ELEV. +6'-8" PRECAST ELEV. STRUCK BLOCK NEW BLOCK KEY -IN FACE r SCALE: 1/49v = it -Off NEW .9-1 EXISTING 3 3- FAB FIBERGLASS SHINGLES TO MATCH EXISTING (ASCLOSEAG POSSIBLE) \\ EXISTING BLOCK BLOCKKEYED j,; KEY -IN BLOCK C9 NOMOLD CONJUNCTION NEW EXISTING STRUCK BLOCK SCALE: 114fT = 11.011 EXISITNG 3 -TAB FIBERGLASS SHINGLES THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2010 FLORIDA FIRE PREVENTION CODE AND 2008 NATIONAL ELECTRICAL CODE. 1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vasil). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3- WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 13.18 AND HEIGHT & EXPOSURE ADJU`3TMENT COEFFICIENT m 1.40 12 13 (FIELD VERIFY) +8'-0" CLG. ELEV. +6'-8" PRECAST ELEV. +0'4" FINISH FLOOR ELEV. SANAVFQRD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE REY Ev 01 -f -N-1 T.S. Chehal / Licensed Professional Engineer 531 S., S.R. 434 Altamonte Springs, FL 32714 (407) 521-5557 FAX (407) 521-5434 PE 0040 748 DRAWN BY: STEVEN E. SHIELDS OBSCURE H.B. TEMP. (I) LITE PATIO DOOR L2 �,�5�'VIIUL�INUUI R. & S. STEELTULI Wi ROD I I Arnc I I �ACCESS� v� I 48" al I0� BATH {z) BULB ! ! I 10 I I OFOI 8°cLG.- CARPET PONE I s.o. T (28 PHONE --1 1 I BUILT-IN I ® i DESK CLOSE /8 r� 2 CO2 Q s v WP CI=CI r uurx FLOOR OUTLET" FAMILY ROOM 80CLG.- CARPET .m _L3 13 1.) Smoke detectors shall be interconnected so that the activation of any smoke detector shall cause all smoke detectors to sound. Smoke detectors shall be equipped with a monitored battery back-up. 2.) Smoke detectors in volume or vaulted spaces shall be located within 5 feet of peak. 3.) Ceiling box in a bedroom is required to be installed for ceiling fan use and supported in accordance and box marked as such for inspection. 4.) Arc -Fault circuit interrupter provided in all family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms. (Article 210.12 (B)) 5.) Every building for which a permit for new is issued having fossil -fuel -burning appliance, fireplace, or an attached garage shall have a CO detector installed within 10' of each sleeping room. (R315) 6.) All receptacles shall be tamper proof per 2008NEC 406.11. COMMON TI OR RAF 2 x 8 - #2 PINE RIDGE BOARD 2 x 6 VERT. SCAB MAX 48" u. NAILED Wl (4)10d NAILS To `- RAFTER & SIMPSON H2.6 W1(10) 8d NAILS CONTINUOUS 2 x6 NAILER (TYP.) RIDGE BOARD (I)SIMPSON 360 UL H2.5 W/ (10) 8d NAILS BEVEL CUT BOTTOM RAFTER RUSSES BELOW SHEATHE 'RIOR TO VALLEY FRAMIN INSTALLATION 2 x 6 - #2 YELLOW PINE VALLEY FRAMING 2x6-#2 PINE --RAFTERS -' SHEATHING ' TRUSSES OR RAFTERS NAIL BOT. RAFTER TO SHOE PLATE W/ (4)10d NAILS 318" DIA. x 5" LAGS @ 2'-0" (TYP.) *UPGRADE EXISTING HOUSE VALLEY FRAMING DETAIL. - N.T.S. exlsrwTO SMOKE/ CARBON MONOXIDE COMBO c WP A/C GFCI COMP. VERTICAL SCAN a@48" o.c. MAX. 2 x 8 #2 PINE RIDGE BOARD EXISTING CONNECTED WI (4) 10d NAILS @ 1 SIMPSON H2.5 WINDOW EXISTING DOOR TOP & (1) SIMPSON H2.51Qi BOTTOM ( 2 X 6 #2 PINE RAFTER Ar IV REF. 2 X 4 -#2 PINE CONT. SHOE PLATE W W. (1) SIMPSON H2.5 v NAIL RAFTER TO PLATE W1 (4) 10d NAILS AV VERT. TO PLATE P o II II �I II II �I I DECKING - —^ — TRUUSRSES joc) VALLEY SECTIONAL N,T,S, RAFTERS ELECTRICAL LEGEND }� CEILING FAN U CO2 CARBONMONOXIDE DETECTOR � PULL CHAIN RECESS CAN WOOD O CEILING MOUNT N 4 `TELEVISION RG6 3 3 -WAY POLE SWITCH Q) (b WALL MOUNT LOC 8"CEG. F EXHAUaf FAN (��`'D SMOKE DETECTOR I 220 oUl'LET DUPLEX OUTLET AREA TILE / „ 585 A2" PRE -FAB 1 FIREPLACE" \ 0= =0 I� PIIOMt= r uurx FLOOR OUTLET" FAMILY ROOM 80CLG.- CARPET .m _L3 13 1.) Smoke detectors shall be interconnected so that the activation of any smoke detector shall cause all smoke detectors to sound. Smoke detectors shall be equipped with a monitored battery back-up. 2.) Smoke detectors in volume or vaulted spaces shall be located within 5 feet of peak. 3.) Ceiling box in a bedroom is required to be installed for ceiling fan use and supported in accordance and box marked as such for inspection. 4.) Arc -Fault circuit interrupter provided in all family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms. (Article 210.12 (B)) 5.) Every building for which a permit for new is issued having fossil -fuel -burning appliance, fireplace, or an attached garage shall have a CO detector installed within 10' of each sleeping room. (R315) 6.) All receptacles shall be tamper proof per 2008NEC 406.11. COMMON TI OR RAF 2 x 8 - #2 PINE RIDGE BOARD 2 x 6 VERT. SCAB MAX 48" u. NAILED Wl (4)10d NAILS To `- RAFTER & SIMPSON H2.6 W1(10) 8d NAILS CONTINUOUS 2 x6 NAILER (TYP.) RIDGE BOARD (I)SIMPSON 360 UL H2.5 W/ (10) 8d NAILS BEVEL CUT BOTTOM RAFTER RUSSES BELOW SHEATHE 'RIOR TO VALLEY FRAMIN INSTALLATION 2 x 6 - #2 YELLOW PINE VALLEY FRAMING 2x6-#2 PINE --RAFTERS -' SHEATHING ' TRUSSES OR RAFTERS NAIL BOT. RAFTER TO SHOE PLATE W/ (4)10d NAILS 318" DIA. x 5" LAGS @ 2'-0" (TYP.) *UPGRADE EXISTING HOUSE VALLEY FRAMING DETAIL. - N.T.S. exlsrwTO SMOKE/ CARBON MONOXIDE COMBO c WP A/C GFCI COMP. VERTICAL SCAN a@48" o.c. MAX. 2 x 8 #2 PINE RIDGE BOARD EXISTING CONNECTED WI (4) 10d NAILS @ 1 SIMPSON H2.5 WINDOW EXISTING DOOR TOP & (1) SIMPSON H2.51Qi BOTTOM ( 2 X 6 #2 PINE RAFTER Ar IV REF. 2 X 4 -#2 PINE CONT. SHOE PLATE W W. (1) SIMPSON H2.5 v NAIL RAFTER TO PLATE W1 (4) 10d NAILS AV VERT. TO PLATE P o II II �I II II �I I DECKING - —^ — TRUUSRSES joc) VALLEY SECTIONAL N,T,S, RAFTERS ELECTRICAL LEGEND }� CEILING FAN U CO2 CARBONMONOXIDE DETECTOR � PULL CHAIN RECESS CAN — FLOURESCENT LIGHT O CEILING MOUNT N 4 `TELEVISION RG6 3 3 -WAY POLE SWITCH SINGLE POLE SWITCH (b WALL MOUNT ® PHONE CAT5 J1GFCI (ill GJFCI OUTLET F EXHAUaf FAN (��`'D SMOKE DETECTOR I 220 oUl'LET DUPLEX OUTLET 4 U.H. N.T.S. NATrONAK PRINTFAST P10 1tlGA 24x96 uu+� SCALE: 1/4„ 1,-011 w m Q ZONE 1 8d RING SHANK NAILS @ 4" o.c. OR EQUALIVANT PNUEMATIC NAIL AT RIIPPORTFr) FD('F f� ANI) SHEATHING RAFTE R!31TRW38 LENGTI I UL(JC;KINI a c 40" O.C. FIRST TWO BAYS EACH GABLE END ROOF SHEATHING LAY -OUT N.T.S. ZONE 2 8d RING SHANK NAILS @ 6" u.c. OR EQUALIVANT PNUEMATIC NAIL n -I- ^I Ipr�nr�-rGrT �rxzG�; anln :R AREAS GIRITR 11 !0 ltiul A ROOF NAILING PATTERN ,ZONE 9 USE 8d RING SHANK NAILS (cr�7 6" o.c. SPACING (FIELD) AND 4" o.c. AT SUPPORTED EDGES. ZONE 2 USE 8d RING SHANK NAILS AT 6" o.c. SPACING (SUPPORTED EDGES) AND 6" o.c. 1N FIELD PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d RING SHANK NAILS. NAILED 4" o.c. AT EDGES AND 6" o.c. IN FIELD. (SENCO 2-1/4" x.1 31 AND PASELODE 2-1/4" x.99) EXTERIOR WALL NAIL PATTERN 1. PLYWOOD, (FIELD) USE 8d NAILS @ 6" o.c. SPACING (EDGES) USE 8d NAILS @ 4" o.c. SPACING (EXTERIOR WALL SHEATHING) INTERIOR CEILING BOARD NAILIN PATTERN 1. USE 5d NAILS @ 7" o.c. SPACING T.S. Chehal, P.E. will bear no responsibility for eror in Truss/LVL design or manufacture. The Builder and the Truss manufacturer are to review Truss plans and varify all dimensions, spans, pitches, and quantities before manufacture and shall refer any questions on loading or design to engineer of record. A PERMIT ISSUED SHALL BE CNSTRUED TO BEW— LICENSE TO PROCEED WITH THE WORK AND NOT S AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEKI' THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING CONSTRUCT ON OR VIOLATIONS OF THIS CODE SCALE: 1/419 11-011 .l. AY5 SET TFUSSES L, Y(OUT AND E -N(_' INEERING THAT ACC�C)MFAINY TIE TRUSSES AT C)ELIvE FASTENER TO PLATE to truee to \/,_-rir:y all 0irde-r py quantitis5 anr_�l r�;quir+�;d nailirle/ bo- Itinq p-jtt,-_rn. CONNECTOR LEGEND SYMBOL. MANUFACTURE TYPE FAST. TRUSS FASTENER TO PLATE UPLIFT QTY. H SIMPSON HETA16 (10)10d x 1-1/211 EMBEDDED 1,810 46 J L SIMPSON US26 (6) 10d (4) 10d x 1-1 /2" 585 8 VEP�'Ir- i ALL ID IMEN510N5, WALL HEIGHTS, 5EAFINr--, ONDITIC)N5, NC)TE E�, R00F ANCA CEILING C-ONDITI NS f'r"-Irk T ) PROVIDE HIP ROOF DECK SUPPORT PER APA GUIDELINES ALL STRAPPING TO PT LUMBER TO BE GLAVANIZED DESIGN REQUIREMENTS: 1. LIVE LOADS FOR FLOORS IS 40 PSF 2. LIVE LOAD FOR ROOF IS 20 PSF IF A LINTEL STRAP IS MISSED, APPLY (1) HTSM16 WI (4) 1/4" DIA. x 2-1/4" TAPCONS. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-10. 2010 FLORIDA FIRE PREVENTION CODE AND 2008 NATIONAL ELECTRICAL CODE. 1. BASIC WIND SPEED = 134 MPH ULTIMATE WIND SPEED (Volt) AND 108 MPH (Vasd). 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFIcIErrr i`j 1.40 oil KriVISEIJ E) T.S.0hej0 —1 Licensed Professional Engineer 531 S., S.R. 434• Altamonte Springs, FL 32714 (4.07) 521--5557 FAX (407) 52'1-5434 PE 0040-148 DRAWN BY: STEVEN E. SHIELDS DRAWING Elect. & Truss Plans