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2428 Princeton Ave (A) 13-236149.00' 2'1.32' 33.00' } IC W LL (�Od)a 2 W33' Q H OMPA"Y TO AMK{M.T ------------------------- PRINCETON AVE. -._._._._. PAVED R/W E)ITE LEGAL DESCRIPTION Lot 63, GARDENIA, as recorded In Plat Book S, Page -n of the Public Records of Seminole County, FL Parcel iD 031-iS-31-518-0000-0630 Otherwise known as 2428 Princeton Ave. Sanford, Fl- 32111 fz'LAN SCALE: 1% 20' SCOPE OF WORK Construct a new one story, Single family residence on a now vacant land parcel. The new structure is to have a concrete slab on grade foundation, with concrete block exterior walls. 0 ----------- 39.00 EX. 45.00' MAO EX. ------ 40.50 --------------------------------- b" TALL i• IINpt 800D6% GFIBGK- •-'-'Y F..:� . .....................38.50 ---- i' TALL i' WDR 60DD® G►45GK OM1 AT RAdN LOT LMR SWALE DAM AT RACM LOT LMR 33.00' I $ aU! 1 U �o�wa � 14.33' f 9 >~ Aq_nn' ORNR WAY TO AiK{ALT 40.14 EX --------------- PRINCETON AVE, - PAVED Raw LOT DRIANAGE PLAN LEGAL DESCRIPTION Lot 63, GARDENIA, as recorded In Flat Book 5, Page'll of the Public Records of Seminole County, FL Parcel ID 031-15-31-518-0000-0630 Otherwise known as 2428 Princeton Ave. Sanford, FL 32111 SCOPE OF WORK Construct a new one story, single famlly residence on a now vacant land parcel. The new structure is to have a concrete slab on grade foundation, with concrete block exterior walls. PLAT OF SURVEY DESCRIPTION LOT 63, GARDENIA, AS RECORDED IN PLAT BOOK 5, PAGE 77, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 40 1� EARING STRUCTURE IS BASED ON THE MONUMENTED WEST R/W UNE OF PRINSTON AVENUE BEING 1. BIfl LOT 39 - IRON ROD - ARC LENGTH LOT 38 14' -ALLEY WAY 48.98' MEAS CBW -CONCRETE BLOCK WALL > -LIGHT POLE 49.00' PLAT CC COVERED CONCRETE LS FND. 1/2" LB #6300 IR �� Qs FND. 1/2" IR LB #6300 - LANDSCAPE AREA 2 E. ROb27t307L St. � % CONC - CONCRETE MFRS MF -MEASURED - METAL FENCE �ZO1 Orlando, Florida 3280.3 T EFFECTIVE SEPTEMBER 25, 2009. o -- MS N&D - METAL SHED - NAIL 3 DISK www.AccurightSurveys.net 3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS CW - CONCRETE WALKWAY A - CENTRAL ANGLE 0-f �O,ryo PROVIDED BY CLIENT. oil PLAT & accusulYey®b�llsouth.net DE _ DDR41NA�E PBURED - PLAT BOOK pppppp //��rr�� pe' �.aNe �tI �f��►ryry ply/ �r�ry PHOR (407) 894-014 - - Iff (w') 4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. DESC - DESCRIPTION DOT MANHOLE PC PC - POINT of CURVATURE pB(-S 5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE - DW - DRIVEWAY PF POB - PAACE FENCE -POINT Of BEGINNING USED TO RECONSTRUCT PROPERTY LINES. - EDGE OF PAVEMENT POC - POINT OF COMMENCEMENT LOT 64 ft LOT 63 % LOT 62 - ELECTRIC METER o � VACANT CERTIFIED. - ELEVATION ESMT - EASEMENT �o - TELEPHONE RISER o� FFE - FINISHED FLOOR ELEVATION ❑T -TRANSFORMER 7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS 6- FH - FIRE HYDRANT TIP - TYPICAL SET FORTH IN FLORIDA STATUTES. FIRM - FLOOD INSURANCE NORTHEAST CORNER NORTHEAST CORNER h RATE FND - FOUND P LOT 62 FND. 112" IR LOT FND 112" IR �.6 0 LB #6300 LB #6300 ANCHOR - IRO IP -IRON PIPE WF _ WOOD FENCE 8:1 EMIN LE I SCS -77 - Gardenia 1931 SCr77-GARDENIA-LO .dwa - Aua 24.2013 P _ 11 I ,HT . 1117VFY. » FNO. 112 I R ,hh �� 'o ��N 00-, LB #6300 FND. 1/2" IR ,p LB #6300 vA- 196.00' PLAT 49.00' PLAT 49.00' PLAT 195.98' MEAS „, 48.96' MEAS 49.13' MEAS 0 E/P 1' CURB & GUTTER PRINCETON AVENUE (60 R/W) BOUNDARY SURVEY CERTIFIED TO: M. S. WEST, INC. EARING STRUCTURE IS BASED ON THE MONUMENTED WEST R/W UNE OF PRINSTON AVENUE BEING 1. BIfl - CABLE 1V RISER - CENTERLINE IR L - IRON ROD - ARC LENGTH NORTH(ASSUMED CLEAN OUT LB - LICENSED BUSINESS CBW -CONCRETE BLOCK WALL > -LIGHT POLE CC COVERED CONCRETE LS - LICENSED SURVEYOR Of Orlando Inc., LB 4475 2. THIS BUILDING/LOT LIES IN ZONE(S) 'X-. BASED ON CLF - CHAIN LINK FENCE CM - CONCRETE MONUMENT LSA - LANDSCAPE AREA 2 E. ROb27t307L St. FLOOD INSURANCE RATE MAP NO. 12117CO070F, COMMUNITY N0. 120294 (CITY OF SANFORD.) ORANGE COUNTY FLORIDA. CONC - CONCRETE MFRS MF -MEASURED - METAL FENCE �ZO1 Orlando, Florida 3280.3 T EFFECTIVE SEPTEMBER 25, 2009. Cow - COVERED CP -CONCRETE PAD MS N&D - METAL SHED - NAIL 3 DISK www.AccurightSurveys.net 3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS CW - CONCRETE WALKWAY A - CENTRAL ANGLE OW ORB - OVERHEAD WIRE - OFFICIAL RECORDS BOOK PROVIDED BY CLIENT. M SEMENT PLAT & accusulYey®b�llsouth.net DE _ DDR41NA�E PBURED - PLAT BOOK pppppp //��rr�� pe' �.aNe �tI �f��►ryry ply/ �r�ry PHOR (407) 894-014 - - Iff (w') 4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. DESC - DESCRIPTION DOT MANHOLE PC PC - POINT of CURVATURE pB(-S 5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE - DW - DRIVEWAY PF POB - PAACE FENCE -POINT Of BEGINNING USED TO RECONSTRUCT PROPERTY LINES. - EDGE OF PAVEMENT POC - POINT OF COMMENCEMENT - ELECTRIC BOX R - RADIUS 6. THIS SURVEY IS VAUD ONLY FOR THE PARTIES TO WHOM - ELECTRIC METER R/N - RIGHT OF WAY CERTIFIED. - ELEVATION ESMT - EASEMENT ® - TELEPHONE RISER FFE - FINISHED FLOOR ELEVATION ❑T -TRANSFORMER 7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS 6- FH - FIRE HYDRANT TIP - TYPICAL SET FORTH IN FLORIDA STATUTES. FIRM - FLOOD INSURANCE UE - UTILITY EASEMENT T-(+..�y �(��y �iCM ,cJQ ��ATJV RATE FND - FOUND P UP -®- UTILITY POLE WAS METER I WI@10UfLRiB151(iNATIJRL~ANU E OR161NAL RAISED >- WIRE _ VALVE SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER. ANCHOR - IRO IP -IRON PIPE WF _ WOOD FENCE 8:1 EMIN LE I SCS -77 - Gardenia 1931 SCr77-GARDENIA-LO .dwa - Aua 24.2013 P _ 11 I ,HT . 1117VFY. M. WALL PER PLAN 4" CONC. SLAB W/ VAPOR BARRIER FIN. FLOOR '4 % FiNiSH GRADE y y Dp s Dp s CLEAN - a • COMPACT TREATED SOIL 3" COVER MIN, ABOVE 4 BELOW REBARS • a • a P,Y.G. CHASE TWO SIXES LARGER ADDITIONAL THICKENING OF FOOTER THAN THE PIPE BEING SERVED AT PiPE, THE SiZE OF PIPE, TOTAL THICKNESS OF CONC, 20" D A16 ONE STORY UTILITY CHASE AT FOUNDATION MONOLITHIC FOUNDATION •• PSI CONC, 1-05 RESAR W/ FISERMESH I 1 IVARIES 11:11►.. _ CLEANill ♦ 1�11�11..=► 1R 11 11 TREATED SOIL I016011M E�EE'""EE!'EE�EE�IE�EE�Ei Ap. THICKr=NEID EDGE AT STEP DOWN 16 ONE STORY EXTERIOR S4s*0,P SILL DOOR PER PLAN SLIDING GLASS DOOR PER PLAN 1- 1/2" PROJECTION WALL BEYOND WALL BEYOND 4" GONG. SLAB AT OPENING W/ 3/4" RECESS METAL THRESHOLD W/ VAPOR BARRIER 4" GONG. SLAV! W/ W/ VAPOR BARRIER 4" CONC. SLAB W/FIN, FIN. FLOOR SLOPE I" IN 10' , FLOOR SLOPE 1" IN 10' `n 4 `4 • , a D'4 , a a a • a 4 • A yD, a° o yD CLEAN a a • a � 'p COMPACT R �• a° d Al A y -F I TREATED SOIL a•o . 4• Qp d a AT 16 ONE STORY EXTERIOR S4s*0,P SILL 16I,/I ONE STORY EXTERIOR DOOR SILL 2-05 RESAR8 411 • a • •, a \\ •. a a • a d`4 4`4 4`4 4`4 d` . D eD yt+ s0 y s4 y pD a. v a 16'4 4 `4 a 614 , a y0� yD0 yD' 0 CLEAN COMPACT a a o° aa,o a TREATED SOIL 2500 PSI CONC, W/ FiSERMESH CONCRETE/FOUNDATiON NOTES CONSTRUCTION NOTES: CONCRETE: I. CONCRETE SHALL HAVE A MINIMUN COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SLABS ON GRADE SHALL BE THICKNESS AS INDICATED ON THE DRAWINGS OVER MiNiMUM 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL. SUCH $LABS SHALL BE REINFORCED WITH 6X6 10/10 WWW LAPPED 8" AT EDGES AND ENDS OR FBERMESH, 3. FiLL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCKAND FRES OF DEBRIS N OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM 01551). 4. FOOTING SHALL BEAR ON UNDISTURBED SOLiD SOIL OR UPON SOIL COMPACTED TO A DEN8ITY OF AT LEAST S9% STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM 01551) FOR A DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF THE FOOTING, S. WHERE SHOWN, CORES OF BLOCK M480NRY 814ALL BE FILLED WITH GROUT OR PEA SRAVEL CONCRETE WiTH A MiNIMUM COMPRSSIV-- - STRENGTH OF 2500 PSI AT 25 DAYS. 6. REINFORCE FOOTINGS W/4115 BARS, GRADE 40 AS INDiCATED,ALL BARS SHALL BE DEFORMED, AND SHALL CONFORM TO ASTM DESIGN4TION A305, W/ SPLICES OVERLAPPING AT LE46T 25", 1, ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL iN BEAMS AND COLUMNS SHALL BE LAP SPLICED A MINIMUM OF36 BAR DIAMETERS OR 2', WHICHEVER IS GREATER. S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF CONCRETE SLAB. 9. DIMENSIONS SHALL TAKE PRECEOPCE OVER DRAWINGS. DO NOT SCALE DRAWINGS 10 DETERMINE ANY LOCATIONS. IF ANY DIeCREPENCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 10, PROVIDE 4" DIAMETER PVC SLEEVE UNDER SLAB FOR USE AS HVAC AND ELECTRICAL CHASES AS NECESSARY AND SHOWN, 11. SLOPE ALL EXTERIOR AND GARAGE SLAB& AWAY FROM BUILDING AT 1/8" PER FOOT MINIMUM, 12, FOR CONCRETE BLOCK WALLS, PRCViDE CONCRETE FILLED CELLS WITH 1-05 BAR VERTICALLY CONTINUOUS FROM FOOTING TO THE TIE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED AS PER FOUNDATION PLAN. 13, CONCRETE COVER OF REINFORCING STEEL 814ALL BE AS FOLLOWS: A. FOOTINGBt 3" BOTTOMS AND SIDES 2" TOP B. BEAMS, 1-1/2" BOTTOM, SIDES A110 TOP C. COLUMNS: 1-I/4" D, SLABS ON GRADE: 2" BOTTOM, i" TOP E. OTHERS PER AGI 14, EXTEND BLAB 1-1/2" AT DOOR OPENNGS. 15. EXTEND SLAB 1-1/2" AND RECESS 3/4"FOR SLIDING GLASS DOOR TRACK$, 16. IF DOWEL 16 MISSED APPLY W/ SIMPSON +ET EPDXY W/ 6" EMBEDMENT MIN. IN 3/4" HOLE. MASONRY: I. CONCRETE MASONARY UNITS SHALL BE ASTM C90-15, HOLLOW LOAD BEARING CONCRETE MASONARY UNITS, TYPE I, GRADE N -I, NORMAL HEIGHT. 2. MORTAR SHALL CONFORM TO ASTM 0210 AND BE OF TYPE M OR S, 3, CONCRETE MASONARY UNITS MAY BE SUBSTITUTED FOR BRICK OR STONE FINISH BELOW FINISH GRADE APPLICABLE. FOOTINGS: 1. FOOTERS WAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2000 PSP, IF DOWEL iS MISSED, APPLY W/ EPDXY (SIMPSON •ET) W/6" EMBEDMENT. DRILL 2/4" DIAMETER HOLES FOR 05 DOWELS all 20" C C Q. EXTERIOR SEARING FOOTER— N DESIGN REQUIREMENTS.- 1) EQUiRE LENTS:1) Live loads for floors, decks 4 stairs is 40 PSI=, 2) Live loads for roof is 20 PSF, fE 33'-011 ATPROVIDE 3/4" RECESS``�AT SGD OPENING (TYP) \ 3 -4 — — — — — — — — — I VERTICAL ROD V PLACEMENT (TYP.) I I TICAL ROD ■ I PLACEMENT (TYP.) 16" x 20"D conc, footing w/2-05 1 bars cont. w/ 25" lap min.(TYP) — 11 I� VERTICAL ROD PLACEMENT (TYP.) MONOLITHIC SLAB i 4" Thick, 2500psi, f ibermesh i ■ conc. W/ vapor barrier, over treated, compact Boil (TYPJ rzlev. O" 1 16" x 20"D conc, footing w/2-05 bars cont, w/ 25" lap min.(TYP) ■ I I I I I I I■ I i 16" x 20"D conc, footing w/2-05 I bars cont, w/ 25" lap min,(TYP) �■ I PROVIDE !-1/2" PROJECTION AT DOOR OPENINCs tTYP) / ✓7%5 L — — — — — — — — — — — — —- I 1 -411 I I I I ■ � ■■ I I - I I I DOOR PER PLAN ILU 1- 1/2 PROJECTION WALL BEYOND 4" CONC, SLAB AT OPENING METAL THRESHOLD W/ VAPOR BARRIER 4" GONG. SLAV! W/ • a . FIN. FLOOR SLOPE I" IN 10' , Q,4 a • a• ? y y, c• v CLEAN a COMPACT i TREATED SOIL � d �• a° d Al 16I,/I ONE STORY EXTERIOR DOOR SILL 2-05 RESAR8 411 • a • •, a \\ •. a a • a d`4 4`4 4`4 4`4 d` . D eD yt+ s0 y s4 y pD a. v a 16'4 4 `4 a 614 , a y0� yD0 yD' 0 CLEAN COMPACT a a o° aa,o a TREATED SOIL 2500 PSI CONC, W/ FiSERMESH CONCRETE/FOUNDATiON NOTES CONSTRUCTION NOTES: CONCRETE: I. CONCRETE SHALL HAVE A MINIMUN COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SLABS ON GRADE SHALL BE THICKNESS AS INDICATED ON THE DRAWINGS OVER MiNiMUM 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL. SUCH $LABS SHALL BE REINFORCED WITH 6X6 10/10 WWW LAPPED 8" AT EDGES AND ENDS OR FBERMESH, 3. FiLL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCKAND FRES OF DEBRIS N OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM 01551). 4. FOOTING SHALL BEAR ON UNDISTURBED SOLiD SOIL OR UPON SOIL COMPACTED TO A DEN8ITY OF AT LEAST S9% STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM 01551) FOR A DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF THE FOOTING, S. WHERE SHOWN, CORES OF BLOCK M480NRY 814ALL BE FILLED WITH GROUT OR PEA SRAVEL CONCRETE WiTH A MiNIMUM COMPRSSIV-- - STRENGTH OF 2500 PSI AT 25 DAYS. 6. REINFORCE FOOTINGS W/4115 BARS, GRADE 40 AS INDiCATED,ALL BARS SHALL BE DEFORMED, AND SHALL CONFORM TO ASTM DESIGN4TION A305, W/ SPLICES OVERLAPPING AT LE46T 25", 1, ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL iN BEAMS AND COLUMNS SHALL BE LAP SPLICED A MINIMUM OF36 BAR DIAMETERS OR 2', WHICHEVER IS GREATER. S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF CONCRETE SLAB. 9. DIMENSIONS SHALL TAKE PRECEOPCE OVER DRAWINGS. DO NOT SCALE DRAWINGS 10 DETERMINE ANY LOCATIONS. IF ANY DIeCREPENCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 10, PROVIDE 4" DIAMETER PVC SLEEVE UNDER SLAB FOR USE AS HVAC AND ELECTRICAL CHASES AS NECESSARY AND SHOWN, 11. SLOPE ALL EXTERIOR AND GARAGE SLAB& AWAY FROM BUILDING AT 1/8" PER FOOT MINIMUM, 12, FOR CONCRETE BLOCK WALLS, PRCViDE CONCRETE FILLED CELLS WITH 1-05 BAR VERTICALLY CONTINUOUS FROM FOOTING TO THE TIE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED AS PER FOUNDATION PLAN. 13, CONCRETE COVER OF REINFORCING STEEL 814ALL BE AS FOLLOWS: A. FOOTINGBt 3" BOTTOMS AND SIDES 2" TOP B. BEAMS, 1-1/2" BOTTOM, SIDES A110 TOP C. COLUMNS: 1-I/4" D, SLABS ON GRADE: 2" BOTTOM, i" TOP E. OTHERS PER AGI 14, EXTEND BLAB 1-1/2" AT DOOR OPENNGS. 15. EXTEND SLAB 1-1/2" AND RECESS 3/4"FOR SLIDING GLASS DOOR TRACK$, 16. IF DOWEL 16 MISSED APPLY W/ SIMPSON +ET EPDXY W/ 6" EMBEDMENT MIN. IN 3/4" HOLE. MASONRY: I. CONCRETE MASONARY UNITS SHALL BE ASTM C90-15, HOLLOW LOAD BEARING CONCRETE MASONARY UNITS, TYPE I, GRADE N -I, NORMAL HEIGHT. 2. MORTAR SHALL CONFORM TO ASTM 0210 AND BE OF TYPE M OR S, 3, CONCRETE MASONARY UNITS MAY BE SUBSTITUTED FOR BRICK OR STONE FINISH BELOW FINISH GRADE APPLICABLE. FOOTINGS: 1. FOOTERS WAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2000 PSP, IF DOWEL iS MISSED, APPLY W/ EPDXY (SIMPSON •ET) W/6" EMBEDMENT. DRILL 2/4" DIAMETER HOLES FOR 05 DOWELS all 20" C C Q. EXTERIOR SEARING FOOTER— N DESIGN REQUIREMENTS.- 1) EQUiRE LENTS:1) Live loads for floors, decks 4 stairs is 40 PSI=, 2) Live loads for roof is 20 PSF, fE 33'-011 ATPROVIDE 3/4" RECESS``�AT SGD OPENING (TYP) \ 3 -4 — — — — — — — — — I VERTICAL ROD V PLACEMENT (TYP.) I I TICAL ROD ■ I PLACEMENT (TYP.) 16" x 20"D conc, footing w/2-05 1 bars cont. w/ 25" lap min.(TYP) — 11 I� VERTICAL ROD PLACEMENT (TYP.) MONOLITHIC SLAB i 4" Thick, 2500psi, f ibermesh i ■ conc. W/ vapor barrier, over treated, compact Boil (TYPJ rzlev. O" 1 16" x 20"D conc, footing w/2-05 bars cont, w/ 25" lap min.(TYP) ■ I I I I I I I■ I i 16" x 20"D conc, footing w/2-05 I bars cont, w/ 25" lap min,(TYP) �■ I PROVIDE !-1/2" PROJECTION AT DOOR OPENINCs tTYP) / ✓7%5 L — — — — — — — — — — — — —- I 1 -411 I I I I ■ � ■■ I I - I I I ILU E � I � 1 0� I �s i I Q� I �� i I ■ VERTICAL ROD PLACEMENT (TYP.) I I 16" x 20"D conc, footing W/2-05 bar& cont, W/ 25" lap m1n.(TYP) i � ( I L— — — — — ...... — - � '-4"��— 10'-011 _1 LT Lo 14'-411 �I— 12'-41' ---� NOTE: THIS STRUCTURE HAS BEEN D931OMD TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL. EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7.10. I. WiND SPEED -139 MPH ULTIMATE WIND SPEED (Vult) AND 106 MPH (Vud) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SiNGLE FAMILY RESIDENCE 1 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS, 111 AND HEIGHT a EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 1-411 —'�111 "r PERMIT # 1f-ogj FOUNDATION FLAR FORD BUILDING DIVISION, 1 ANS ARE REVIEWED ANO coNnmomikuy SCALE I/4" a AWED FOR PERMIT. A ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH THE WORK QNO NOT AS Aj iHOPITY TO VIOLATE, CANCEL, ALTER OR SET ASIO� ANY OF THF PROVISIONS OF THE TECHNICAL COCF,q. " ! L !";` `ANCf PEP MIT PREVENT THE IILIJ, :;ION FROM 1HLIAk I' R PPIARING A ihtCTION OF ERRORS ON THE PLANS, CONS IRUCTION OR OTHER VIOLATIONS OF THE CODE. T.S, Chehal Licenced Profeeetonal Engtnaer �. 531 South SR 434 Altamonte 8pring6, FL 32114 ? � �� OFFICE (401) 521-5551 Fax (401) 521-5434 PE 0040148 DRAWN BY: M. S. WEST PAGE 11 III IF r r r r r or a PNECAAST LINTEL i8"X160 COMP9117Ei 1 . 20 RECESSED DOOR HEADERS (8wX60, FILLED AND UNFILLED) r=XTr=fRI0fR OPENING DET,41LS MAN HL IbM cod Deal.' on WM 00 FAL fAlp ib $= 0116It-AN al. 1 IN IH • 0•3 t 0.4 0.5 0 e �i�iiawwr�s;atw�Jrtaaw Alt �'.1 � �:1LylAr�111111#R C4'HIP r -a• 1-40 1-4' s%4' II f _...aw 3191 TOTAL UNDER ROOF IbBB Bq.Ft. BfeT 1:1 � 11R1•t�w 8�1111�w SECTION R301 DESIGN CRITERIA AND PRESURE •• M 1)14MI.)AAwt11}>� WINDOW - PLY GEM SERIES 3153 25 AX SH �� PRECAST LINTEL -3,,0 PSP PL14143-RI INSULATED aw"I wlrK{Y.•wl[MR1i1711�q L-4 DETAIL G 14 ^� 8>E}l ! � wti'1•� ! F}I 1111w WINDOW - PLY GEM (2)-25614 PRECAST LINTEL 8! {'id �88E1'!f-i eIR�G'fiAA88AlA FL14143-RI ENCLOSED BUILDING 18. 18 AND HEIGHT do SERIES 3153 INSULATED ■r�t1 wwlt•ra�wr.^1w� L-8 DETAIL "G" EGRESS IeerE �l�>• 111 }ar enllau n11w WINDOW - PLY GEM SERIES 4'180 INSULATED 6068 SGO 'i411X 81" PRECAST LINTEL L-8 DETAIL "C" � l'U w 8111fiilwaw r?%w� FLi4634-RI a w 1L5 � �■rrrwllllel � }1A>• tfrbt;'ww1E111�rif11~ WINDOW - PLY GEM SERIES 105FL INSULATED 3810 FIXED PRECAST LINTEL L-5 DETAIL"A"PL14144-RI wL+l �I �'.'tlinnF;dwww W4T_. WMHP 111[U1111M ��I'138*�_"_i8.1�1111Frr#wl }3 r 1�8A�F111� wt+ laveur ;; Mlic?>��rIS1��l}}1�rw WINDOW - PLY GEM 13 SH PRECAST LINTEL SERIES 3153 INSULATED 2011X 39" .� -31.6 PSP FL14143-RI 1 . 20 RECESSED DOOR HEADERS (8wX60, FILLED AND UNFILLED) 9..i•• 3'•• 0. •�1 41641 •• . U. •Y ' 3' 118NCRAn lCJ IFI MELD) paoul 94 • I� ` •• fTf6b OR�'wel tEQi �4 o -e Aw • �. 1 I • It. . H IAN, 1 NOTA& •f."eili�."'�i n�°rro�l�t�i►►: IeNo • a• . ' A6 Li LEC ION r=XTr=fRI0fR OPENING DET,41LS MAN HL IbM cod Deal.' on WM 00 FAL fAlp ib $= 0116It-AN al. 1 IN IH • 0•3 t 0.4 0.5 0 e P4' :-•r !-•1r 3'4r 3141 4'4• .. C4'HIP r -a• 1-40 1-4' s%4' II f _...aw 3191 TOTAL UNDER ROOF IbBB Bq.Ft. loads for roof is 20 PSF. SECTION R301 DESIGN CRITERIA AND PRESURE •• O WINDOW - PLY GEM SERIES 3153 9..i•• 3'•• 0. •�1 41641 •• . U. •Y ' 3' 118NCRAn lCJ IFI MELD) paoul 94 • I� ` •• fTf6b OR�'wel tEQi �4 o -e Aw • �. 1 I • It. . H IAN, 1 NOTA& •f."eili�."'�i n�°rro�l�t�i►►: IeNo • a• . ' A6 Li LEC ION .xiJv •C Fli.l.<!f : d IiL OL,K r!'.t �tr,�.�ru,�.�cr✓.�,r,es Jr�Glfrc,ar�:l.s�s Wi7d,7 L WNG1927- 10 LU 6_0E , YicN S" 1T1. t? PhuR.W c*u. Cz4j4ovjW obi Loo?, F LNN, IVdd t7 3TOJL � % j'� i/lNOO iV ...�...-.-..- .--•, . ...: -'�` —'�- r. r.' lx WlHaily :�vsc ..11 �. o,r. ' A'• •;i :. ''� � --- ,SPC cs- � A s"OVKeD v5u_ 1F U4 rfis rtcr-1~ F•c.�4u• ./,�A/d 47 A1/1,1De7WJ' #4$10 ra•s!f ,or Z,,(; zKazKaJ�NO .t,Ve$VA ra - rrvr�a fiXir� 6GCG.t' W/ vs"f >s /0'G6. .f.d. C 2t¢" J:• 1Nr�µ y �A; PAW WdZ Cts ■F ETI•(% SPA' - GENERAL NOTES: 1) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. SEE PAGE 5 FOR ADDITIONAL DIMENSIONS NOT SHOWN ON FLOOR PLAN. 2) ALL INTERIOR WALLS ARE 2"X4" UNLESS OTHERWISE NOTED, 3) KITCHEN CABINET LAYOUT IS FOR REFERENCE ONLY, THE CA51NET SUPPLIER TO PROVIDE A PRECISE LAYOUT TO ,ALL CONTRACTORS. 4) ALL INTERIOR DOORS SIRE &'4" TALL UNLESS OTHERWISE NOTED. 0 r=XTr=fRI0fR OPENING DET,41LS TO MEET OR EXCEED THE WIND LOAD TYPE SIZE HEADER W1140 FLA. PRODUCT 2011/151s11IPA RAN1111 TOTAL UNDER ROOF IbBB Bq.Ft. loads for roof is 20 PSF. SECTION R301 DESIGN CRITERIA AND PRESURE •• O WINDOW - PLY GEM SERIES 3153 25 AX SH �� PRECAST LINTEL -3,,0 PSP PL14143-RI INSULATED 38 63 L-4 DETAIL G 14 ^� I O VERT. ROD 7 (TYP) WINDOW - PLY GEM (2)-25614 .xiJv •C Fli.l.<!f : d IiL OL,K r!'.t �tr,�.�ru,�.�cr✓.�,r,es Jr�Glfrc,ar�:l.s�s Wi7d,7 L WNG1927- 10 LU 6_0E , YicN S" 1T1. t? PhuR.W c*u. Cz4j4ovjW obi Loo?, F LNN, IVdd t7 3TOJL � % j'� i/lNOO iV ...�...-.-..- .--•, . ...: -'�` —'�- r. r.' lx WlHaily :�vsc ..11 �. o,r. ' A'• •;i :. ''� � --- ,SPC cs- � A s"OVKeD v5u_ 1F U4 rfis rtcr-1~ F•c.�4u• ./,�A/d 47 A1/1,1De7WJ' #4$10 ra•s!f ,or Z,,(; zKazKaJ�NO .t,Ve$VA ra - rrvr�a fiXir� 6GCG.t' W/ vs"f >s /0'G6. .f.d. C 2t¢" J:• 1Nr�µ y �A; PAW WdZ Cts ■F ETI•(% SPA' - GENERAL NOTES: 1) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. SEE PAGE 5 FOR ADDITIONAL DIMENSIONS NOT SHOWN ON FLOOR PLAN. 2) ALL INTERIOR WALLS ARE 2"X4" UNLESS OTHERWISE NOTED, 3) KITCHEN CABINET LAYOUT IS FOR REFERENCE ONLY, THE CA51NET SUPPLIER TO PROVIDE A PRECISE LAYOUT TO ,ALL CONTRACTORS. 4) ALL INTERIOR DOORS SIRE &'4" TALL UNLESS OTHERWISE NOTED. 0 r=XTr=fRI0fR OPENING DET,41LS TO MEET OR EXCEED THE WIND LOAD TYPE SIZE HEADER W1140 FLA. PRODUCT 2011/151s11IPA RAN1111 TOTAL UNDER ROOF IbBB Bq.Ft. loads for roof is 20 PSF. SECTION R301 DESIGN CRITERIA AND PRESURE APPROVAL If O WINDOW - PLY GEM SERIES 3153 25 AX SH �� PRECAST LINTEL -3,,0 PSP PL14143-RI INSULATED 38 63 L-4 DETAIL G }e . 6'r 8" � ', CD ^� I O VERT. ROD 7 (TYP) WINDOW - PLY GEM (2)-25614 PRECAST LINTEL -314 PSP FL14143-RI ENCLOSED BUILDING 18. 18 AND HEIGHT do SERIES 3153 INSULATED 1511X 63" L-8 DETAIL "G" EGRESS SGD 6'-0" WINDOW - PLY GEM SERIES 4'180 INSULATED 6068 SGO 'i411X 81" PRECAST LINTEL L-8 DETAIL "C" -3'.O PSF FLi4634-RI a WINDOW - PLY GEM SERIES 105FL INSULATED 3810 FIXED PRECAST LINTEL L-5 DETAIL"A"PL14144-RI -39,6 PSF 44"X 12" ;; WINDOW - PLY GEM 13 SH PRECAST LINTEL SERIES 3153 INSULATED 2011X 39" L-2 DETAIL "G" -31.6 PSP FL14143-RI WINDOW - PLY GEM 3410 FIXED PRECAST LINTEL O SERIES 105FL INSULATED 40"X 12" L-5 DETAIL "A" -39.6 PSF FL14144-RI GARAGE DOOR 1O'-O"X1'-0" PRECAST LINTEL O WAYNE DALTON 120"X84" L-12 DETAIL "D" -30.8 PSF FL8248-RI0 8000 SERIES DOOR-THERMA-TRU FISERCLASSIC SERIES 3'-00X6'-8" PRECAST LINTEL 0-5 "DB" -3110 PSF FL5891-R3 41"X 84" DETAIL COMP, SHINGLES OVER 015 PELT TO COMPLY W/ ASTM D225 t ASTM 03462 15/32" COX OR 1/16"088 ROOF SHEATHING SIMPSON CONNECTOR AT EACH TRUSS AS PER CONNECTOR SCHEDULE PROVIDE GUILD. PAPER OR STEEL PLATE BETWEEN TRUSS AND G.M.U. 0 1 METAL DRIP EDGE - o 2X4 SPF SUB -FASCIA W/ ALUM, FASCIA NON-STRUCTURAL VENTED ALUM. SOFFIT \ NOTE: All window and door measurements are approximate and Should be verified bg the supplier/contractor as to the precise R,O, PRE-ENGINEERED TRUSSES 24" O.G. SPACING R-30 INSULATION MIN, AT LIVING AREAS CEILING HEIGHT SEE ELEVATIONS GEIL'G BOARD W/ 5d COOLER NAILS OR GWB94 AT 1" O.G. SPACING GROUTED BOND BEAM AT TOP LINTEL BLOCK W/ 1-05 CONT. W/ 25" LAP MIN, PRECAST HEADER OVER OPEN'G (SEE FLOOR PLAN) iVINOOW (SEE FLOOR PLAN) PRE -CAST GONG. SIL DECORATIVE CEMENTITIOUS FINISH INTERIOR SILL OVER 8X8X% GONG. SLK. 1/2" GYP. BOARD OVER VERTICAL ROD PLACEMENT3/4" P.T. FURRING W/ 05 REBAR FROM FOUNDATION R 4.2 FOIL INSULATION TO LINTEL W/ 25" LAP MIN, FOAM FILL AT 4" GONG, SLAB W/ PIBERMESH FINISH EXTERIOR GRADE HOLLOW SLK. OR 6X6 WWM OVER 6M VISO. FIN. FLOOR s • 4 • 4 • 4 • 4 •' '4 Q'4 Q'4 `AIA va D , p s a A 14a . 4 O It 'ts' i, D F10• • 4 16"X 20" MONO. POOTER W/ 2500 PSI GONG, NCLEAN COMPACT W/ 2-05 REBARS CONT, 16114TREATED SOIL W/ 25 LAP MIN, TYPICAL ONE STORY WALL. SECTION. 8"X8"X16" CONCRETE BLOCK WALLS / MONO, FOUNDATION 1'3 foa4R r -ALL LAPS w .wllnw Y • � �tmO1JREQ CELL W115 BAMR COW. FlWM 189AM T4 R0071Nb. *w1odd-Down- Tie Beam a A/C BEARING: WALL HEIGHTS AREA TABULATIONS TO MEET OR EXCEED THE WIND LOAD !1=1MV12 ffirldi 1851 Sq.Fl. ENTRY 30 Sq.Ft, • 2011/151s11IPA RAN1111 AREA TABULATIONS TO MEET OR EXCEED THE WIND LOAD LIVING: 1851 Sq.Fl. ENTRY 30 Sq.Ft, GARAGE 301 Bq.Fl, TOTAL UNDER ROOF IbBB Bq.Ft. DESIGN REQUIREMENTS: TO MEET OR EXCEED THE WIND LOAD 1) Live loads for floors, decks 4 stairs is 40 PSF, 2) Live loads for roof is 20 PSF. SECTION R301 DESIGN CRITERIA AND 33'-011 T.S. Chehal I.WIND DAIoMPH ULTIMATE WIND SPEW (VW) P(V Lleeneod Pro'eeefonal EngtnserAND 121-0" 531 2• RISK CATEGORY 2 }e . 6'r 8" � ', CD ^� I O VERT. ROD 7 (TYP) Altamonte me Springe, FL FL 32114 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR (401) 521-9551 ENCLOSED BUILDING 18. 18 AND HEIGHT do Fax (401) 521-5434 EXPOSURE ADJUSTMENT COEFFICIENT 1S 1.40 EGRESS SGD 6'-0" PE 0040148 EGRESS a ;; IBEDROOM 2 BEDROOM I -.d DINING - I II t II , I II � II i _T M W a� 3'-0" 4'-O" ROD A ,4/C ROD t SHELF KITCHEN SHELF 11'4 5< 10'-4" g �9a :n r �i��\ 1 — C4 Mil 2 - 1rl L- 1 LC 1 ^16 60 �'-4" —101 I� 6'-311 'tI O 3'-211 14'-411 12'-411 L F:LOOR PLAN. SCALE I/4" . i' -O" NOTE: THIS STRUCTURE NAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE7•10. T.S. Chehal I.WIND DAIoMPH ULTIMATE WIND SPEW (VW) P(V Lleeneod Pro'eeefonal EngtnserAND �►'-� 531 2• RISK CATEGORY 2 OR ^� CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (1q Altamonte me Springe, FL FL 32114 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR (401) 521-9551 ENCLOSED BUILDING 18. 18 AND HEIGHT do Fax (401) 521-5434 EXPOSURE ADJUSTMENT COEFFICIENT 1S 1.40 PE 0040148 r DRAWN 15Y: M. S, WEST PAGE 4 FL, DESIGN REQUIREMENTS: I) Live loads for floors, decks 4 stairs is 40 PSF, 2) Live loads for roof i8 20 PSI=. 1 . . 1 . 1 + 1 + t 1 � { + 1 61 81t 1 + 1 • { . 1 + 1 , l + 1 ♦ 1-__-._�_. _ 1_ • { + I , ' • 1 I 1 • 1 • • I I I{ 1+ , 1 1, ♦ 1 , I I 1 I v I ♦ I ♦ 1 , 1 , 1 r I ♦ 1 13 0 , I , t , I ♦ 1 + a ♦ 1 + 1 ♦ i + 1 �+� 1� { • { ♦ 1 , 1 ♦ 1 + 1 • 1 ♦ •' 1 ,' 1 + 1 +' 1 , 1 • 1 + 1 • ' • I I ' • 1 ♦ • 1 1 ,1 1+ +r 1 ,', ♦ 1 ♦ 1 , I • I ♦ 1 ♦ i , I r 1 1 , I , I , I , 1 , 1 4 + 1 + ♦ ♦ I • 1 �+-1� , 1 + 1 ♦ 1 + 1 ♦ 1 • 1 , 1 ♦ 1 + 1 ♦ 1 + 1 • 1 + 1 . I • 1 , 1 • ♦ 1 1 , 1 1, '1 I ., ♦ 1 • I , , ( , I , 1 • I , I I 1 1 1 • . • . 1 1 . 1 . + 1 + { + { + 1 '.- _ 1• • 1 + 1 + 1 + 1 . l + 1 . 1 , t , 1 + 1 . 1 + 1 + 1 + 1 1 + 1 . 1 + . 1 . 1 . 1 • 1 . I • I I ,, 1, : 1 1, . 1 ♦ { • 1 , 1 , 1 , 1 , 1 , I , I , 1 , , , I , 1 , 1 , 1 , I , 1 0 fRIGHT ELEVATION O SCALE 1/4" = 11-011 0 FIN, FL. I . I . 1 , I . ( . I . I , 1 , 1 v , I , 1 . I , 1 • I . I . 1 . 1 . 1 , 1 , 1 , 1 , 1 I 1 ♦ 1 + 1 ♦ 1 + 1 + , ♦ 1 ♦ 1 , 1 + + 1 + ♦ 1 , 1 1 + 1 + 1 + 1 , 1 ♦ + + 1 + 1 + 1 + { { + 1 ♦ 1 + ♦ • , , , , I 1 I I 1 I 1 (77� 1 . { ♦ 1 . + 1 . { + , + 1 , , . 1 . 1 , , 1 1 r 1 . ( . 1 , 1 . { + 1 , . , 1 . 1 . 1 , l . 1 . 1 1 , I • l , I , I , 1 , I , 1 , 1 , , • 1 , I , I , 1 I , 1 , I , I , 1 • 1 , I . 1 ♦ 1 . I , 1 , I , 1 ( ♦ { + 1 + 1 ♦ t ♦ 1 ♦ 1 + 1 ♦ 1 ♦ 1 , 1 • 1 ♦ 1 + 1 ♦ 1 ♦ 1 + 1 ♦ f ♦ 1 , 1 + 1 + { + 1 , 1 ♦ 1 \ 1 ♦ 1 ♦ t ♦ 1 , 1 + I , I , 1 , I , 1 , 1 , 1 ♦ 1 ♦ I ♦ 1 , 1 ♦ I • 1 , 1 , 1 , I , I , I I 1 1 1 • ♦ r ♦ , 1 , 1 , 1 , t , 1 , I , 1 1 LEFT ELEVATION SCALE 1/4" = V-011 ROOF VENTILATION CALCULATIONS AREA OF SPACE VENTILATED a 1688 1658 a 150 z 11,25 MIN, AREA REQUIRED (FBC 88016,2) & OFF RIDGE VENTS AT 3 Sq, ft. EACH n 18 103 11n, ft SOFFIT VENTING AT ,15 per 11n, ft, = 24,5 18 + 24,5 = 42.5 Sq, ft, OF VENTILATION PROVIDED v&' cEMENTIr1ou& FINI&W KELT / PAPERBACKED LATW MATERIAL LAPPED MOISTURE !BARRIER (401182 MAP) WOOD SHEATHING CEMENTITIOU6 FIN164 CONCRETE BLOCK OR SOLID CONCRETE NOTEI 1) ALL EXTERIOR ACCES60RIE6 SMALL BE PYC MATERIAL& CONFORMING TO ASTM STANDARD& Dr184, 0976, 01063 AND 04916. 7) CALK ALL BUTT JOINT&, ENDS, ANGLES, AND INTM600TIOM AT TIME OF INSTALLATION, 4)CONTROL BEAD WITH DRIP EDGE N.T.S. r=XTERIOR FINISHING NOTES ' 11tOOD � COMPOSITION SHINGLES OVER 015 FELT 1 OVER 15/32" 4 -PLY CGX PLYWOOD, OR 4 4 Dt► ' AD. t" r AT FRAME EXTERIOR AREAS. 4 A . v&' cEMENTIr1ou& FINI&W KELT / PAPERBACKED LATW MATERIAL LAPPED MOISTURE !BARRIER (401182 MAP) WOOD SHEATHING CEMENTITIOU6 FIN164 CONCRETE BLOCK OR SOLID CONCRETE NOTEI 1) ALL EXTERIOR ACCES60RIE6 SMALL BE PYC MATERIAL& CONFORMING TO ASTM STANDARD& Dr184, 0976, 01063 AND 04916. 7) CALK ALL BUTT JOINT&, ENDS, ANGLES, AND INTM600TIOM AT TIME OF INSTALLATION, 4)CONTROL BEAD WITH DRIP EDGE N.T.S. m 1 { - 1 , 1 1 FL. ' i% � _ _•may 0 1 F -_ �e-�T•..r•r•..• 1 , 1 0 C3 � 1 1 ♦ 1 + 1 ♦ - . 1 1 ♦ • 1 , 1 , 1 � , 1 1 � � 1 I � + � 1 + l ♦ 1 • 1 ♦ 1 ♦ . . 1 + 1 , . 1 1 FRONt ELEVATION - SCALE 114" . I'-0" FIN. FL. ♦ 1 ♦ r=XTERIOR FINISHING NOTES { + 1 + 1 ♦ 1 - 1 ♦ + 1 + 1 ♦ 1 COMPOSITION SHINGLES OVER 015 FELT 1 OVER 15/32" 4 -PLY CGX PLYWOOD, OR i/leo" OSB SHEATHING 2 1/8" TEXTURED STUCCO OVER GALV, WIRE MESH 1 \ OVER HOUSE WRAP OYER 1/2" EXTERIOR SHEATHING AT FRAME EXTERIOR AREAS. 3 DECORATIVE CEMENTI"IOUS FINISH OVER 8"X8"X1bll CONCRETE BLOCK, 4 4" ALUMINUM FASCIA OVER 211X4" P.T. 02 SPF SUB -FASCIA W/ALUMINUM SOFFIT 5 4" STUCCO BAND ARCUND WINDOW / DOOR OPENING W/ SMOOTH OR SAND FINISH, 6 OFF RIDGE ROOF YEN" W/ 211X4" BLOCKING SURROUNDING OUTER PERIMETER. .� PRECAST CONCRETE SILL PROJECTING 3/4" BEYOND BLOCK FACE, g PRECAST CONCRETE SILL FLUSH W/ BLOCK FACE, W/ BAND OVER m 1 { - 1 , 1 1 FL. ' i% � _ _•may 0 1 F -_ �e-�T•..r•r•..• 1 , 1 0 C3 � 1 1 ♦ 1 + 1 ♦ - . 1 1 ♦ • 1 , 1 , 1 � , 1 1 � � 1 I � + � 1 + l ♦ 1 • 1 ♦ 1 ♦ . . 1 + 1 , . 1 1 FRONt ELEVATION - SCALE 114" . I'-0" FIN. FL. ♦ 1 ♦ { + 1 + 1 ♦ 1 - 1 ♦ + 1 + 1 ♦ 1 • 1 • 1 • ' • 1 � 1 , , , I , I 1 \ 1 • 1 + l ♦ 1 ♦ 1 + 1 ♦ 1 + 1 ♦ l + t ♦ t + 1 + FIN, XLI 1 REAR ELEVATION NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 1010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Volt) AND 108 MPH (Vtad) 1, RISS: CATEGORY 1 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING ISA I AND HEIGHT A EXPOSURE ADJUSTMENT COEFFICIENT 1S 1.40 SCALE 1/4" w 1t-0" T•6, Chehal Licenced Profebbtoal Engineer /- 891 South OR 434 Altamonte Springs, M 321114 (401) 821-5551 . Pax (401) 821-3434 PE 0040'148 FL, DRAWN BY: M. S. WEST PAGE 3 s r ow jw a r an 2X4 SPF 02 BLOCKING AT 48" O.G. AT FIRST TWO SPACES GABLE E GING BUILDING LENGTH ROOF: SHEATHING LAYOUT ZONE I ZONE 2 8d NAILS AT 4" O,C, OR ed NAILS AT 6" O.G. OR EQUALIVALENT PNUEMATIC NAIL EQUALIVALENT PNUEMATIC NAIL AT SUPPORTED EDGES AND AT SUPPORTED EDGES AND BLOCKING AND 12" O,G. FEILD 12" O.G. FEILD FOR OTHER AREAS FOR SHADED AREAS OF ROOF Q I OF ROOF 0 r N 2X8 GYP 02 RIDGE" (RIDGE TO BE ONE SIZE LARGER THAN RAFTER USED) / 2X4 SPF«2 COLLAR TIE AT 24" O.G. NAIL W/ 3.12d NAILS AT EACH END 2X6 SPF 02 SLEEPER ATTACHED TO EACH INTERSECTING ROOF TIMBER BELOW W/ (2) 12d NAILS LSTAIB AT EACH RAFTER - TO ROOF MEMBER BELOW OR TO 2X4 SPF BLOCKING BETWEEN ROOF MEMBERS 2X6 SYP 02 RAFTERS 24" O,G. UP TO W-911 SPAN (FOR LONGER SPANS GEE f CONVENTIONAL FRAME CHART) 1 \ r CONY. FRAMING VALLEY DETAIL CONVENTIONAL FRAMING SPANS RAFTER SPANS SCHEDULE CEILING JOIST 2X6 12"O.C. 14'-911 MAX SPAN I 1/16" OSB SHEATHING 2X6 16"O.G, 13'-B" MAX SPAN OR 1/2" CDX PLYWOOD Q 2X4 16"O -C, 8'-1" MAX SPAN 2X6 24"O,C, II' -9" MAX SPAN UPLIFT 2X4 2411O.C, 1'-3" MAX SPAN 11 ♦ R/ 12"O.C. 19'4' MAX SPAN 81MPSON 2X6 12"O.G. 14'-9" MAX SPAN 2X8 16"O.C, 11'-9" MAX SPAN (10) IOd k I -I/2" 2X6 16"O.C. 12'-I1" MAX SPAN 2X8 24"O.C, 13'-211 MAX SPAN HU826 2X6 24"O.C, 10'-6" MAX SPAN ix I2"O.C, 24'-10"MAX SPAN pL3150 I _ 2X10 16"O.C. 22'-1" MAX SPAN TRUES TO BLOCK WALL 2X8 16"O.C. 16'-1" MAX SPAN 2X10 24"O.C, 18'4" MAX SPAN QO 2X8 241104. 131-1" MAX SPAN 2X12 12"O.C. 26'-0" MAX SPAN 600 LBS Q 2X12 1611O.C. 26'-O" MAX SPAN t 2X10 16"O.C. 19'-9" MAX SPAN 2XI2 ROOF NAILING PATTERN( (8) I(od 2X10 24"O,C. 16'-1" MAX SPAN ZONE I - USE 8d COMMON NAILS AT 12" O.G. SPACING (FEILD) — AND 6" D.C. AT SUPPORTED EDGES (ADD ZONE 2 - USE 8d COMMON NAILS AT 4" O.G. SPACING (SUPPORTED EDGES) — AND 12" O.G. AT FEILD ODD PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS, NAILED 4" O.C. AT EDGES AND 10" O,G. AT FEILD. ( SENCO 2-1/4"X .131 AND PASELODE 2-1/4"X .099 ) EXTERIOR WALL NAIL PATTERN( 1. PLYWOOD( (FEILD) USE 8d NAILS AT 12" O.G. SPACING Z (EDGE) USE 8d NAILS AT 6" O.C. SPACING (EXTERIOR WALL SHEATHING) _ 2ND FLOOR NAILING PATTERN( USE 8d NAILS AT 6" O.G. SPACING AT EDGES (GLUE AND NAIL) — n USE 8d NAILS AT 12" D,G, SPACING AT FEILD (GLUE AND NAIL) INTERIOR CEILING BOARD NAILING PATTERN,, N USE Sd NAILS AT 1" O,G, SPACING 2X8 GYP 02 RIDGE" (RIDGE TO BE ONE SIZE LARGER THAN RAFTER USED) / 2X4 SPF«2 COLLAR TIE AT 24" O.G. NAIL W/ 3.12d NAILS AT EACH END 2X6 SPF 02 SLEEPER ATTACHED TO EACH INTERSECTING ROOF TIMBER BELOW W/ (2) 12d NAILS LSTAIB AT EACH RAFTER - TO ROOF MEMBER BELOW OR TO 2X4 SPF BLOCKING BETWEEN ROOF MEMBERS 2X6 SYP 02 RAFTERS 24" O,G. UP TO W-911 SPAN (FOR LONGER SPANS GEE f CONVENTIONAL FRAME CHART) 1 \ r CONY. FRAMING VALLEY DETAIL _o 1 N 141-411 121-411 1.411 ROOD TRUSS PLAN SCALE 11411 = 11_011 CONVENTIONAL FRAMING SPANS RAFTER SPANS SCHEDULE CEILING JOIST 2X6 12"O.C. 14'-911 MAX SPAN 2X4 12"O.G. 9'-31t MAX SPAN 2X6 16"O.G, 13'-B" MAX SPAN 2X4 16"O -C, 8'-1" MAX SPAN 2X6 24"O,C, II' -9" MAX SPAN UPLIFT 2X4 2411O.C, 1'-3" MAX SPAN 2X8 12"O.C. 19'4' MAX SPAN 81MPSON 2X6 12"O.G. 14'-9" MAX SPAN 2X8 16"O.C, 11'-9" MAX SPAN (10) IOd k I -I/2" 2X6 16"O.C. 12'-I1" MAX SPAN 2X8 24"O.C, 13'-211 MAX SPAN HU826 2X6 24"O.C, 10'-6" MAX SPAN 2X10 I2"O.C, 24'-10"MAX SPAN pL3150 2X8 12"O.C. 19'-211 MAX SPAN 2X10 16"O.C. 22'-1" MAX SPAN TRUES TO BLOCK WALL 2X8 16"O.C. 16'-1" MAX SPAN 2X10 24"O.C, 18'4" MAX SPAN QO 2X8 241104. 131-1" MAX SPAN 2X12 12"O.C. 26'-0" MAX SPAN 600 LBS 2X10 12"O.C. 22'-9" MAX SPAN 2X12 1611O.C. 26'-O" MAX SPAN SIMP80N 2X10 16"O.C. 19'-9" MAX SPAN 2XI2 24"O.G. 21'-411 MAX SPAN (8) I(od 2X10 24"O,C. 16'-1" MAX SPAN NOTE: ALL SPANS BASED ON 02 SOUTHERN YELLOW PINE, DESIGN LOADS OF 20 PSF - LIVE LOADS 10 PSP - DEAD LOAD _o 1 N 141-411 121-411 1.411 ROOD TRUSS PLAN SCALE 11411 = 11_011 NOTE: ALL TRUSSER CONNECTED TO BLOCK WALLS W/ SIMPSON HETAI& UNLESS OTHERWISE MARKED. DESIGN REOUIREMENTS: 1) Live loads for floors, decks 4 stairs is 40 PSF. 2) Live loads for roof is 20 PS1=, 12 1 �8110.H. ROOF NOTE: 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 INCLUDING ASCE 7.10. 1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Volt) AND 101 MPH (vud) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE J. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .1 S AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS IAO PLAN SCALE 1/411 a 11-011 T,S. Ghehal Licenced Professional Engineer 631 South OR 434 Altamonte Springs, FL 32114 (401) 521-5551 Fax (401) S21-5434 PE 0040148 O.H,1 DRAWN BY: M. S. WEST PAGE 0 s s or or 1•--j U CONNECTOR SCHEDULE PRODUCT CODE CONNECTION ACHIEVED UPLIFT FASTENERS FL APP. • Q 81MPSON HETAI6 TRUSS TO BLOCK WALL 1E09 LBS (10) IOd k I -I/2" FLI901 Q 81MPSON HU826 TRUSS TO GIRDER/BEAM 1£60 L88 (14) 16d pL3150 81MP80N (2) HETAI6 TRUES TO BLOCK WALL 2570 LB8 (I4) Ibd FI -11501 QO SIMP80N HZ.5A TRUSS TO GIRDER 600 LBS (10) 8d FL414 Q SIMP80N HU826-2 TRUES TO GIRDER 1080 L88 (8) I(od F1.3150 NOTE: ALL TRUSSER CONNECTED TO BLOCK WALLS W/ SIMPSON HETAI& UNLESS OTHERWISE MARKED. DESIGN REOUIREMENTS: 1) Live loads for floors, decks 4 stairs is 40 PSF. 2) Live loads for roof is 20 PS1=, 12 1 �8110.H. ROOF NOTE: 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 INCLUDING ASCE 7.10. 1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Volt) AND 101 MPH (vud) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE J. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS .1 S AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS IAO PLAN SCALE 1/411 a 11-011 T,S. Ghehal Licenced Professional Engineer 631 South OR 434 Altamonte Springs, FL 32114 (401) 521-5551 Fax (401) S21-5434 PE 0040148 O.H,1 DRAWN BY: M. S. WEST PAGE 0 s s or or 1•--j U 33'- O" 12'-0'l 0,1 !.1*— 6 -8" —moi 3'-4" SERVICE BY POWER CO. (UNDERGROUND OR OVERHEAD) l 141-411 iipl-o 12'-4" L -411 --- w El� PRECISE PLAN MEASUREMENTS. SCALE 114" a V-011 GENERAL CODE NOTES 1) Electrical to most 2008 National Electrical Code / NFPA 10. 2) Plumbing to most 2010 Florida Building Code Plumbing. 3) Mechanical to most 2010 Florida Building Code Mechanical, 4) Building to most Florida Fire Prevention Code 2010 including "Florida Amended" version of the 2009 NFPA-1 - Uniform Fire Code 4 the 2009 NFPA 101 - Life Safety, METER/MAIN COMBINATION BOX MAY BE USED C O MAIN DISC DIBG. METER 150 BASE = AMP EXTERIOR --- SIF— INTERIOR I I (3) 2/0 ALUM. (1) 1/0 ALUM, PANEL AT 1 --310010 COPPER TO A/C COMP. REQ'D L-21/2" CONDUIT BETWEEN BOXES (2) 410 COPPER PARALLEL IF SEPARATE BOXES USED s4 GROUND W/ (2) 5/8" RODS 8' DEEP RODS &' APART ADDITIONAL ELECTRICAL PANELS AS REQ'D (20 CIRCUITS) TYP. PANELS 014 COPPER TO LiGHTS AT 4 OUTLETS INTERIOR_� 010 COPPER TO WH AS REQ D 150 AMP 01 08 COPPER TO RANGE (ALUMINUM WiRING MAY BE 2/0 ALSER SUBSTITUTED PER CODE) ELECTRICAL RISER DIAGRAM NTS ELECTRICAL. LOAD DE LAND CALCULATIONS GENERAL LIGHTING 6 3VA(FT.�t 1688)_ 5064 SMALL APPLIANCE CIRCUITS 4500 DRYER 5000 LUANDRY CIRCUITS 1500 DiSHWASHER 1200 DISPOSAL 1000 REFIGERATOR 1500 OVEN 12000 WATER HEATER 5000 OTHER 10000 M VA v,a VA VA VA VA VA VA VA FIRST 10,000 VA 0 10096 10000 VA REMAINDER 0 40% (36164) 14105 VA i -AIC 4 HEAT a 40%, 15000 6000 VA TOTAL VA 240V_(3011 121.94 AMPS GENERAL ELECIRICAL NOTES 1) ARC -FAULT INTERRUPTER, COMBINATION -TYPE TO BE USED AT THE FOLLOWING: BEDR00MS, DINING, LIVING, STUDY, HALLWAYS, CLOSETS OR SIMILAR ROOMS, TO PRIVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) GFI OUTLETS: GARAGES, BATHS, KITCHEN AND OUTDOORS, 3) SMOKE DETECTORS TO BE INTERCONNECTED TO SOUND JOINTLY. ELECTRICAL SYMBOLS 609- WALL SWITCH 110V OUTLET (tamper-resistant) �- THREE WAY SWITCH 11CV G.F, I. OUTLET QD Si~OKE DETECTOR FAN / LiGHT C0MBINATI0N ® PULL CHAIN LiGHT 0 CEILING MOUNTED LIGHT I® WALL MOUNTED LIGHT VANITY LIGHT BAR 0 RECESS CAN LIGHT 1 TELEPHONE JACK VOY 220V OUTLET Q WEATHER PROTECTED OUTLET ® ELECTRICAL PANEL CEILING FAN W/ LIGHT Io- CABLE TV JACK Cb OUTDOOR FLOOD LIGHTS 0 METER BASE CARBON MONOXIDE DETECTOR This diagrametric plan Is intended to show lighting and convenience outlets only. T.S. Chehal will bear no responsibility for Its accurancg. It IS the electrical contractor's respomalbility to verify the requirements and location of all electrical equipment and provide and install complete electrical service as required. Electrical contractor to submit electrical plan and pull permits as required. ■ ■ r=LECTR,1, L PLAN NOTE! THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 1V1ND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7.10. 1. WIND SPEED - 139 MFH ULTIMATE WIND SPEED (Volt) AND 108 MPH (Vasil) 2. TUSK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE ■ CATEGORY C 4. 04'TWAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING iS .18 AND HEIGHT 8 EXPOSURE ADJUSTMENT COEFFICIENT 19 1.40 SCALE 1/4" a 1'-O" T.S. Chehal Licenced Professional Engineer 581 South SR 434 Altamonte Springs, FL 32114 (401) 521-5991 Fax (401) 521-5434 PE 0040148 r on (P Z r r {_ ( Q E ct1 LL N 'q d) it F– W 3 W } o -4 t6 C DRAWN BY: M. S. WEST PAGE 5