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HomeMy WebLinkAbout402 Maple Ave (A) 18-001476DATUM BA5ED UPON SURVEY BY BRADLEY COX 4 ASSOCIATES LAND SURVEYINra Job* 5CA20510 -------------------------------------------------------------------------------------- ADJACENT STRUCTURE it ALLEY 14' DIRT 11.3{'F,R ✓Oi001 u ,�ti `� PROPOSED q CONCRETE p tQ DRIVEWAY 1\.\� 1\.16 PRO• 5000 1810C311E 10'A� �Oi001 W , u �0• X PROPOSED CONCRETE z\'\9_ PSy SIDEWALK a Q O M o e 0 10 �1 jll W II 10 6� u 111 N_11 Q I 1ti111 NII II V Q 0.11 II 0.11 II uul Q z\.,"11_ i e�° SIDEWALK 11, I I pl 1 20,00, 15.84' S.B.. S.B, 1 m � I 1 11 � Q Q PROP05ED o �� N \o o ONE STORY 333' CD 15.841 S.B. 1.51 S.B: l F SINGLE FAMILY m U J RESIDENCE O 23,11' FIN, FL. ELEV. Q a o C I O ONE 5TORY 3.33' V O /� v r , rQ ^a �4 f r 21.93' PRO �A. }� 3 a Oy OCn .(i•5 na 11. n N o y 5000 1810C311E 10'A� U U U 10� 1°9 �Oi001 W , u X PROPOSED CONCRETE II ; I a Q O M o e 0 10 �1 U U U 10� 1°9 �Oi001 W , u X PROPOSED CONCRETE II ; I a Q O M o e 0 U U U 10� 1°9 �Oi001 W , u II W;� ? PROPOSED CONCRETE II ; I a Q O M o e l 10 jll W II 10 6� u 111 u�7 Q u 0 w U 06 a ^ 10. a' CONC e- o APRON a� "1 F0 � 101 1\y 1\ 1O UTILITY 10 ��� OJ 10 •�O 0.5' CONC. GURES 10 •'O 105 EDGE OF PAVEMENT EDGE OF PAVEMENT 70"- MAPLE AVE. 70:011 SCOFF OF WORK Construct a new one story, single family residence on a vacant land parcel. The new structure is to have a concrete slab on grade foundation, with concrete block exterior walls. ADJACENT 5TRUCTURE LEGAL DESCRIPTION, LOT 1, BK 6, TR 10, TOWN OF SANFORD, as recorded in PBi, PGs 02 of the Offical Records 5eminole County Florida. Parcel ID 25-19-30-5AGs-0610-0010 Otherwise Known as: 402 Maple Ave. Sanford, FL 32-111 - --- ---------------- -------------------- ----- ALLEY 14' DIRT It 500'10'09"E i II 1 11 1 u �Oi001 1 „ , u II W;� ? PROPOSED CONCRETE II ; I - Q O M 1 1 SII DRIVEWAY— jll W II u 111 N_11 Q I 1ti111 NII II 0.11 II 0.11 II i I SIDEWALK 11, I I pl 1 20,00, `� 6.66. 1 � I 1 11 � Q 1 1 N 15.841 S.B. 1.51 S.B: F J PROPOSED a v ONE 5TORY 3.33' SINGLE FAMILY m RESIDENCE 50,001 SOO' &5YItE 3 r PLAN - Z N M r 7U Q o M L j�r r al � Q A � -n H !~■�I o rlu � ^ n ^' Il VF-- Z^ O lu z 3 U Z V RECORD COPY q REMI ED FORCODECOM DANCE PLANS EXAMINER] �•3• r� L/Cs � � DATE O O VFORD UILDIN DIVISION 0 �__� coNc Fef I ISSUED SHALL BE C( NSTRUED TO BE T -- APRON ' 1 �•`' �� TO PROCEED WITH THE WORK AND NOT ,S. As i?n RITY TO VIOLATE, CANC L ALTER OR SE l7` .9��S? .' NY OF THEPROANCES)FTHE TEC :APERMITPREV L \I r P OR SHALL ISSUANCE 0 A PERMIT PREV NT .If BUILDING OFFICIAL FRC M THEREAFTER HE IRING A CORRECTION OF JMORS IN PLAN , C STRUCTION OR VIOLATI01 4S OF THIS CODE `6 DRAWN BY: eM0V.fUPLANS M. S. WES- 1 0.5' CONC. CURB L I V I l. Si L: i I•, ����9 Per Conditional Use approve on 1/1/04 ok to construct a single family structure as shown on - the plan: Meets area and dimension regulations as specified in approval letter. Per Schedule J, at MAPLE AVE. F A\ ' II' least one (1) tree shall be located in the Y ED R/ W required front yard. r:vvlr ti." I V1V `l�a REQUIRED SITE PLAN Results to be Verified at Slab Inspection PAGE SCALE: 11I = 10.001 EVIL( vG T.S.GhehalV J=% `.L� SAMfI .4D L_^- Llcanced SI 434 Engineer O ' 531 Southth 5R 434 Altamonta Sprin2s, FL 32114 (401) 521-5551 Fax (401) 521-5434 — 1 ^ PE 0040'148 N b CONCRETE/FOUNDATION NOTES CONSTRUCTION NOTES: CONCRETE: L CONCRETE SHALL HAVE A MINIMUN COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 2, ALL CONCRETE SLABS ON GRADE SHALL BE THICKNE55 AS INDICATED ON THE DRAWINGS OVER MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL. SUCH SLA55 SHALL BE REINFORCED WITH 6X6 10/10 WWW LAPPED 8" AT EDGES AND ENDS OR FIBERMESH, 3, FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCKAND FREE OF DEBRIS IN OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM D1551), 4, FOOTING SHALL BEAR ON UNDISTURBED SOLID SOIL OR UPON SOIL COMPACTED TO A DENSITY OF AT LEAST 95% STANDARD PROCTOR MINIMUM DRY DENSITY (ASTM D1551) FOR A DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF THE FOOTING, 5. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH GROUT OR PEA GRAVEL CONCRETE WITH A MINIMUM COMPRSSIVE STRENGTH OF 2500 FIN AT 25 DAYS. 6. REINFORCE FOOTINGS W/"5 BARS, GRADE 40 A$ INDICATED.ALL BARS SHALL BE DEFORMED, AND SHALL CONFORM TO ASTM DESIGNATION A305, W/ SPLICES OVERLAPPING AT LEAST 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 15 GREATER. 8, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF CONCRETE SLAB. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPENCIES 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 SLABS AWAY FROM BUILDING AT 1/0" PER FOOT MINIMUM, 12, FOR CONCRETE BLOCK WALLS, PROVIDE CONCRETE FILLED CELLS WITH 1-"5 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 SHALL BE AS FOLLOWS: A. FOOTINGS: 3" BOTTOMS AND 5IDE5 2" TOP B, BEAMS: 1-1/2" BOTTOM, SIDES AND TOP C, COLUMNS: 1-1/4" D. SLABS ON GRADE: 2" BOTTOM, V TOP E. OTHERS PER ACI 14. EXTEND SLAB 1-1/2" AT DOOR OPENINGS. 15. EXTEND SLAB 1-1/2" AND RECESS 3/4"FOR SLIDING GLASS DOOR TRACKS, 16, IF DOWEL IS MISSED APPLY W/ SIMP50N "ET EPDXY W/ 6" EMBEDMENT MIN. IN 3/4" HOLE, MASONRY: 1. CONCRETE MA50NARY UNITS SHALL BE ASTM C90-15, HOLLOW LOAD BEARING CONCRETE MA50NARY UNITS, TYPE I, GRADE N-1, 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: L FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2000 PSF. IF DOWEL 15 MISSED, APPLY W/ EPDXY (SIMPSON "ET) W/6" EMBEDMENT. DRILL 3/4" DIAMETER HOLES FOR "5 DOWELS 2500 PSI CONC, 1-"'S RE15AR U1/ F15ERMESH FIN, FL, 4" CLEAN o o' D o D o D o 811 v o a o v COMPACT TREATED SOIL L T 101 1 D�I Aw THICKENED EDGE AT STEFDOWN N.T.5. DESIGN REQUIREMENTS: 1) Live loads for floors, decks 4 stairs is 40 F517, 2) Live loads for roof is 20 1`1517. SLOPED GARAGR FLOOR FIN. FL. HT. 2500 PSI CONC O" ELEV, U1/ F15ERME5H ° ' a 0 0 2-05 RE5AR5 + q _ � S" a a a a a 411 GRADE - 2011 �' D .'�• D 0 CLEAN COMPACT ° a ° TREATED 501L loll AH EXTERIOR SEARING FOOTER AT GARAGE AREAS N.T:5, 2500 P51 CONC. 2-05 REBARS UJ/ FIBERMESH 411 4 ° GRADE s 20n CLEAN COMPACT TREATED SOIL I` 'I EXTERiOR 5EARI� G COOTER SLIDING GLA55 DOOR PER PLAN F 1- 1/2" PROJECTION WALL BEYOND 4" CONC. SLAB AT OPENING W/ 1" RECESS W/ VAPOR BARRIER ,F FIN. FLOOR a °' a a a a CLEAN O a a a COMPACT TREATED -SOIL As EXTERIOR S.G.D. SiLL 20'-0° 2�'-8° E 3IE 16'-011 31E 31 .. Ln I I I I I I I I N I I I _+ � I I � Q.. ■ ■ I I 3 OQ I• �Lu I I IL CL I I I o `��' I■ Thickened edge V at step down (TYP) I Q — — — — — L O _ X I W I i -- — —--— — — — — — J I' I I 12'-4" > 7 -oil—I I I I I Q uz O U VERTICAL ROD �S _ _� ■ '_ w ■ I PLACEMENT (TTP) t W O Q) 0. ga I �C W (1. - - c °6"a- 0- -.0 `v� I ■ I �� I i� I s �t Q I LI � I S I_■ I O I I O I I -y- 1" iONOLITHIC 5LA5 I - `I I I 4" Thick, 2500psi, fibermesh ' _4 conc, w/ vapor barrier, over treated, compact soil (TYF,) ■ Elev, O" I T I I I - ■ I - Q I I co VERTICAL ROD— PLACEMENT (TYP) I � I ■ I I I I I I I I I I I � I I Iro" X 20"D conc, footing w/2-"5 \ bare cont, w/ 25" lap min, (TYP.) . I I� - — — — — — — — — — — f — — — — — — — — - LT l0B 2(0'-8" �{ _1TJDF�OD� 0DOD��'�O H JT P1 I L, AL H L - MONOLITHIC SCALE 1/4" = 1'-0 WALL PER PLAN FLORIDA BUILDING CODE CONC, SLAB HIGH WIIND ENGINEERED �4" W/ VAPOR BARRIER NOTE: THIS STRUCTURE HAS BEEN DESIGNED✓-� TO MEET OR EXCEED THIS WIND LOAD REQUIREMENTS FIN. FLOOR •o'ao,o'ao,o'a a ° FINISH GRADE RESIDENTIAL SECTION 8301 DESIGN CRITERIA AN INCLUDING ASCE7.10, Licenced Prol oeslonal En2lneer - - - ° ° a CLEAN p ° a COMPACT - CONSTRUCTION 'TYPE = SINGLEFAMILY RESIDENCE (V) TREATED SOIL 3" COVER MIN. •°. 4 Fax 1401) 521-5434 ABOVE 4 BELOW ENCLOSEDBUILDING ISIS AND IIEIGICC& EXPOSURE ADJUSIMENTCOEFFICIENCIS IAO PE 0040140 REBARS 4 ° 4 P,V,G, CHASE TWO SIZES LARGER THAN THE PIPE BEING SERVED ADDITIONAL THICKENING OF FOOTER - AT PIPE, THE SIZE OF PIPE, TOTAL THICKNESS OF CONC. 20" D 16 ONE STORY UTILITY CHASE AT FOUNDATION MONOLITHIC FOUNDATION 20'-0° 2�'-8° E 3IE 16'-011 31E 31 .. Ln I I I I I I I I N I I I _+ � I I � Q.. ■ ■ I I 3 OQ I• �Lu I I IL CL I I I o `��' I■ Thickened edge V at step down (TYP) I Q — — — — — L O _ X I W I i -- — —--— — — — — — J I' I I 12'-4" > 7 -oil—I I I I I Q uz O U VERTICAL ROD �S _ _� ■ '_ w ■ I PLACEMENT (TTP) t W O Q) 0. ga I �C W (1. - - c °6"a- 0- -.0 `v� I ■ I �� I i� I s �t Q I LI � I S I_■ I O I I O I I -y- 1" iONOLITHIC 5LA5 I - `I I I 4" Thick, 2500psi, fibermesh ' _4 conc, w/ vapor barrier, over treated, compact soil (TYF,) ■ Elev, O" I T I I I - ■ I - Q I I co VERTICAL ROD— PLACEMENT (TYP) I � I ■ I I I I I I I I I I I � I I Iro" X 20"D conc, footing w/2-"5 \ bare cont, w/ 25" lap min, (TYP.) . I I� - — — — — — — — — — — f — — — — — — — — - LT l0B 2(0'-8" �{ _1TJDF�OD� 0DOD��'�O H JT P1 I L, AL H L - MONOLITHIC SCALE 1/4" = 1'-0 DRAWN 5Y: M. S. WEST PAGE FLORIDA BUILDING CODE HIGH WIIND ENGINEERED NOTE: THIS STRUCTURE HAS BEEN DESIGNED✓-� TO MEET OR EXCEED THIS WIND LOAD REQUIREMENTS OFTHE FLOIUDABUILDING CODE 6th EDI '[ION (2017) RESIDENTIAL SECTION 8301 DESIGN CRITERIA AN INCLUDING ASCE7.10, Licenced Prol oeslonal En2lneer - - - 1. WIND SPEED-139AIPII ULTInLtiCE WIND SPEED (Volt 531 South 51R 434 AND 108 MPIT RISKCA[EGORY2 2. TUSK CA'CEGOItY2 Altamonte 5 rin s, FL 32114 p 2 - CONSTRUCTION 'TYPE = SINGLEFAMILY RESIDENCE (V) (401) 521-5551 _ _ 3. WIND EXPOSURE - CATEGORY c 4. INTERNAL PRESSURE COEFFIC1EN r FOR Fax 1401) 521-5434 ENCLOSEDBUILDING ISIS AND IIEIGICC& EXPOSURE ADJUSIMENTCOEFFICIENCIS IAO PE 0040140 DRAWN 5Y: M. S. WEST PAGE I II * I V2(o'-8" � GENERr4L I OTE8: 2'-O" 16'-0.. 2'-0" W r Z N - PRECAST LINTEL -8'X16" COMPOSITE) 4 Z 0 i) ALL INTERIOR WALLS ARE 2nX4u UNLESS OTHERWISE NOTED. O _ z u uxm ,i 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE 16 X,' OVERHEAD DOORPA t s a I pOUEL LAPPED - z G t OVER SCALE DIMENSIONS. SEE PACE 5 FOR ADDITIONAL G / �� uil .%ea7 '� LOTH WALL REM. E I / � r X = TUB / SNOIUER ' , , I DIMENSIONS NOT SHOWN ON FLOOR PLAN. E Ti / \\ - coriso j < N Q51 x •� - 3) KITCHEN CABINET LAYOUT I5 FOR REFERENCE ONLY, . u / �/ ceLL'Tsa �b THE CABINET SUPPLIER SHOULD PROVIDE A PRECISE - 6 - / / ip r I� ALL LAPS 29" MIN -6- �• W. LAYOUT TO ALL CONTRACTORS. Q g / \ DD/ N 49 If—�� CC>1"#14�i" C®t1� 1�1Wf Of �C7f16 4) ALL INTERIOR DOORS ARE (o'-S" TALL UNLE55 p o j \� ; Y p€Inl c''.•..,.. 3' I DE AI OTHERWISE NOTED, x 9 = ■ OWNERS j N Q 5�am and Wall %einforc�mc�nt / GARAGE � BATH �� w ro N•T 6 s 18' 8" X 19'-O' z / VAULTED GEIL'G / Z LL U / 8' CEILG O > Qv� , ��. m _ / W ►- 2'-8" PK 7" PRECAST LINTEL (8"X8" FILLED AND UNFILLED)• >n � , / � w N Tdut A"C"+et-7 WA IBI L010-Paeros PFA Lu4Ax FoolWD / Q -� (ALT ' 0 A iSITE0. 51EE1 (IA (27JS —_ I�. 4 / A. Door balwe.n gerega and living area IF t13 99 _ r h.— to be minimum 20 mina(. fire ret®d, .•_Ild - (V 3• core door egwpp.d wuh •e If doemg d.v:ce. r- �, L•7 2'E' t'0' Lb3-' A3— GSIA ! / B, Wau between gaega and Ilvtag x.e L-1 3'T 4'6' 6dd-- JA �. L-7 4'6' e•4' '29Q of ho... to have 1/2 flniehad drywall min. ,, a�� L 7 5.2, s lb; dL 1 b . t / O Q (n _ H yy / - 0 /f1 -10 612' T•6' A FETAx'E• Ill z L 10 d'0' 9'1035 G' G (CON PSI GONG, FILL / ■ W N L•11 9'2' 10'd' i (CONCRETE PLACED HJ FIELD) L-12 10'0' 114' QC'" 413 II'2' 12'fi' Qi g7 g� '•E9{{pQq : c{{ E �f3 p L•14 It'0' 13'G• 9 ST�t�UP W!2 1/2' LEG E%�ENSItlN L•S 12'6' IL'0' B— AS--�aC---- AS OK EA F / - ,Z• L-16 P.S. IS a' Id'6• b , P T BEND. (TVP) K4K 7 L•Id P.S Ifi 4' 11't' SZ— 571— S— / OWNERS SUITE / Z - O L•19 5. Ig'0' 19't' I -4357P E —Lp I •• 7 L•ZQPPS1 20.3 214- 0 i 1• i (TIED OR WELDED / B _ _ (1 132' STIRRUPS AT 4'-0' C-c O13' 4" X 12' 8"�LI11 .5.1 t0'!' 2!'t' A6— `307— / VAULTED GEIL'G L•21 IP.S 1 Z2 d' 24'7 I--- S 3 I )NOTE; IP.SA i EPAESurrmEcAu BN It$ MUTRI ZED L30hI21711d'OIutE9u Pus91>Fsswa Sraaos.I} UTILITYNIH. NIH. . / ROOMNOTE$'T 'VAULTED CEILG / _1 O L MIN COVERAGE OF STEEL - 1.5' ' 2. MIN. SEARING REQUIRED AT Fla. ENO - A'Q. x DBL 2. 6.. j WH A/C Sti�(b TYPICALLINTEL SECTION / ��s 1=01'ER I 4 oerA� eAll_A .P�tECA5T CONCRETE / ' 1'_,° x 5'-3" O m COVERED • �. tom. / VAULTED CEILG ENTRY . EXTERIOR OPENING NOTES: ; cEIL'G 2 RECESSED DOOR HEADERS u ,' ..4 ', ■, v (8"X6", FILLED AND UNFILLED) I) The rough opening sizes given includes the bucks for installation NOT the actual - SUITE x size of the product. >a ,, 3; = 2) All window and door measurements are approximate and neded to be verified 702 3911,t by the supplier/contractor as to the precise R-O. Q O Q ■ O .r 1 3) All windows to meet U-factor (0,4) and SHGC (0,25), i / r' 2014 .14 195Z 29 1 1132 ZVI �15=j) p4 �_'� J '� % CxREAT ROOM 1. o id-10" ° E� / 1 4 O(�V�� ' L. pETAIL W. / VAULTED CEILG .. - QETAIL'OA• Q VAULTED CEILG 7771 COMP. SHINGLES OVER RINO UNDERLAYMENT TO COMPLY W/ A5TM D225 t ASTM D3462 / ; DW PRE-ENGINEERED TRUSSES .15/32" GDX OR ,/16"OSB �r 24" O,G. SPACING ROOF SHEATHING / S O SIMPSON CONNECTOR AT EACH R-38 INSULATION MIN. TRUSS AS PER CONNECTOR SCHEDULE AT LIVING AREAS / PROVIDE BUILD. PAPER OR _ / DINING CEILING HEIGHT m VAULTED GEIL'G O STEEL PLATE BETWEEN SEE ELEVATIONS _ / TRUSS AND C,M.U. - - - - - • F 1/2" CEILG BOARD TYP.X W/ 5d COOLER / METAL DRIP EDGE /'J NAILS OR GWB54 AT T' O,C. SPACING / DOUBLE 2x a / GROUTED BOND BEAM AT / 2'-5" X 8'-0" PK ■ 2X4 SPF SUB-FASCIA TOP PLATE TOP LINTEL BLOCK W/ 1-"5 I 2X 4 PT TO BLK WALL W/ W/ ALUM. FASCIA ■ 1 a a J TRUSSES W/ CONNECTORS v2"x Y WEDGE ANCHORS W/ CONT: W/ 25" LAP MIN, / J � w LLl / WALK / O 11" S PER CONN, SCHEDULE 2 WASHERS 6" FROM TOP NON-57RUGTURAL PRECAST HEADER OVER sPa fiP4— AND 6" FROM BoitoM AND VENTED ALUM, SOFFIT / 42 VANrzY Q s IN oR OR 32"o.c, M FEILD - OPEN'G (SEE FLOOR PLAN). 'D (a CLOSET RSP RSP.ING iW (SEE FLOOR PLAN) / O BATH 2 p W jN VAULTED CEILG /O''\ / ,■ ( J ■ o / r/ n $"X8"X16" PRE-CAST CONC, 51LL\ / � % IllrrrJJJ GONG, BLK, DECORATIVE GEMENTITIOUS FINISH / 2 8" r O O (TYP) OVER SX8XI6 CONC. BLK, INTERIOR SILL VERTICAL ROD PLACEMENT FOAM FILL HOLLOW BLK AREAS "5 REBAR FROM FOUNDATION 1/2" GYP. BOARD OVER j BEDROOM 3 BEDROOM 2 TO LINTEL W/ 25" LAP MIN. W/ 3/4" P.T. FURRING W/ 4" CONC, SLAB W/ FIBERMESH 10'-," X W-I" CONCRETE FILLED CELLS R 4.1 INSULATION % II'-C",X CEILG VAULTED GEIL'G VAULTED GEIL'G OR 6X6 WWM OVER 6M VISQ. / GRADE FINISH EXTERIOR GRADE / a �� a s , a , a e a a FIN, FLOOR / ,A INTERIOR BEARING FOOTING EXTERIOR B��--EA--Rr(-IN��G FOOTING (04 a Q4 a Q •� a a a / ^ / �1L / Y D o •D V v / O / / R! r el ° D a °. / EGRESS / DRAWN BY: OLOAD BE741RING Oil EXTERIOR WALLS � EGRE55 - ' a ,'4" �� ■5'4 rL M. S. WEST HEADER / STUD/ STRr4P CHART 16"X 20" MONO. FOOTER A � 1 O� I�„ W/ 2500 PSI GONG, CLEAN COMPACT 11 n W/ 2-"5 REBARS CONT,j/ 14 -S 10 -8 - /I TREATED SOIL W/ 25" LAP MIN, I6' I 26'-8" _ I (� TYPICAL ONE STORE' 1�1,4LL SECTION � 1 o O 5"XS"XIro" CONCRETE BLOCK WALLS / MONO. FOUNDATION O �� vi 00� OJ UIO� �I SCALE 1/4" = 1'-O" NOTES; �O E U ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON ROOF PLAN. / - PACE 2) NAIL HEADER STUD TO FULL STUD W/ 12d NAILS 12" O.C, STAGGERED TWO ROWS DESIGN REQUIREMENTS: FLORIDA BUILDING CODE 1) Live loads for floors decks 4 stairs is —1.O PVI-, NUTS: THIS OREXSTRUCTUREDTHHAS WIND LOA REQUIREMENTS 1 / TO MECT OREXCEED THE WIND WAD REc1UIREM10ENTS r^..r OF THE FLORIDA BUILDING CODE 6th EDI 'IION (2017) T.S. Ghehal 2) Live loads for roof is 20 FSFI RESIUEN CIAL SECT R3Ul DESIGN CR IL•R AANU Licenced Pfofeaeloral En Ineer �f INCLUDING ASCE 7-I0. e 1. WIND SPEED- 139 MPII ULTIMATE WINU SPEED (Voll) 531 South SR 434 AND 108 MITI(VaA) Altamonte 5 rin e FL 32114 2. RISKCATEGORY2 i� g , ' - CONSTRUCTION TYPEaSINGLEFAMILYRESIDENCE(V) (401) 521-5551 3. WIND EXPOSURE -CM'GORYC a.INrEltrvnLPRESSURE coeFFlaelvrFOR Fax (401) 521-5434 ENCLOSED BUILDING IS.I8 AND HEIGHT & PE 0040148 ' EXPOSURE ADIUSTMENr COEFFICIENTIS 1.40 arae "at n•wseal.o."_ •e+" Dor 0. tY11NAl T01+� x1l6 ¢110 Eua suuie sru�i ('Hscee p)asr012H:0 till 148 E ' L4 21' 38' Id a La z 6• L a• -pl L•L ! 2'• C'6' t•s rD' i'c• adL�— t 4a t'6' 10' —Gp! b'6' Ia C6 L-e - a'z• ra• 91 L-9 T•0• e'4• --Ig b3 L•10 a 0' 9't' ib Ldl 4'2' 10'6' L-12 10'0' 1114, 1 p e L•I7 II'P 12'6' S5 t•14 N'0' 13'L' ; GS =Ns— L-5 Iu•a• la•o' ssb— t1L__ L•la lPs.l 13'4' W'A' I4 T-- + "' i T 7 L-II11'L' IS _ 0 W9 P.S, Ie'T 19'4' 9 bi L: ) y e• Lp'r Tb"- ion o•a• n L• I st L•?ld�s it•a• Lco' t eQT— M+2TA. T.3. RPf29E111 I'EEC49T 11N1EU PAE9IAESSEp OSP'. l2) lll6' DUIIEIEA PH6T1�RMp $IAAImS, loin u9xAJu pre�o at0•tu t1AAh N0. tIONOW. DOOR Cult LIMITING HEIGHT OF STUDS gF,4 I� OR' LOAD BEARING WALLS HEADER/STUD/STRAP CHART HEADER (eEE CHART) f _ �—L6TA12 I Su 1✓J SiTI!4 (Das f SEtx wlolx O 2x4 SPRUCE / FI 16" (2J 2"XIO" SP4 OR SPI /SP2 AT TOP pa , r4' r -c• � p-0 � 1'•10' 2'.a' PBL 25 $H 0�4 J'•0' 2'-1' HEADER B1LD f D•S J'd' 3'-0' 0�8 32 FIXED PRECAST LINTEL -4,,2 PSF SP4 D-7 6'•t' S'-0' Da a'•4' b'-0' 167 D� •-1,' 1'-0' 1 1 LIMITING HEIGHT OF STUDS gF,4 I� OR' LOAD BEARING WALLS HEADER/STUD/STRAP CHART HEADER (eEE CHART) f _ �—L6TA12 I STRAPlSJ AT EACH END OF HEADER INTERIOR BEARING WALL SP2 5'•I" f I 2X4 SPF •2 16' O.C. W/ O 2x4 SPRUCE / FI 16" (2J 2"XIO" SP4 OR SPI /SP2 AT TOP Z 2 OPENINCx (2) 2"X12" 9-8" / BOiTOM AT 32' O.C. W/ 2 !3) 2"X12" PBL 25 $H 2 IIT X 8" WEDGE ANCHORS O HEADER B1LD f L-8 DETAIL 'C' AT 48" O.C. W/ 2" WASHER FULL STUD 32 FIXED PRECAST LINTEL -4,,2 PSF SP4 FIXED INSULATED ( qB 7x4 IT OR DR 48l PRECAST LINTEL PLATE SPI V5114 RSP4 �,///�`I�' LIMITING HEIGHT OF STUDS SIZE, •2 GRADE LOAD BEARING WALLS HEADER/STUD/STRAP CHART ' •2 B.Y.P. HEADER SIZE MAXIMUM HEADER STUDS FULL LENGTH SPAN w EACH END STUDS o EACH END STRAPlSJ AT EACH END OF HEADER (2/2"X6" 5'•I" I I I !2J TXS" O 2x4 SPRUCE / FI 16" (2J 2"XIO" 8'-2" Z 2 2 (2) 2"X12" 9-8" 2 2 2 !3) 2"X12" PBL 25 $H 2 2 O SH INSULATED ,4 3/4'X 63" L-8 DETAIL 'C' LIMITING HEIGHT OF STUDS SIZE, •2 GRADE PACING BLOCKING " OF ROWS HEIGHT 2x4 S U / FI I6" NO 8'-O" x4 SPRUCE / FI ib" ONE O 2x4 SPRUCE / FI 16" TWO 12b" 2x6 bPRUCE /FIR 16" NONE 9'-O" O EXTERIOR o��NiN� DET,�i�S LIVING TYPE R.O. SIZE HEADER WIND 344 Sq.Ft. TOTAL UNDER ROOF 1"145 ScI.Ft, PRESURE O DOOR- INSWING 3'-O"X 6'-8' w/ 14"SL (2) 2"X6" STP "2 -39,8 P5F .INSULATED 54' X 82 I/2" SEE HEADER CHART +31.6 P5F WINDOW -SINGLE HUNG PBL 25 $H PRECAST LINTEL -34.6 PSF O SH INSULATED ,4 3/4'X 63" L-8 DETAIL 'C' +31,6 PSF WINDOW -FIXED 32 FIXED PRECAST LINTEL -4,,2 PSF O FIXED INSULATED 53 ,/8"X 16" L-6 DETAIL "C" +35,3 P5F OVERHEAD SECTIONAL PRECAST LINTEL -29.3 PSF O GARAGE POOR 192'X84" L -IS DETAIL 'D' +26,3 PSF WINDOW - SINGLE HUNG 24 FIXED PRECAST LINTEL -36,, P5F O SH INSULATED 3, 3/4'X 50 5/8" L-4 DETAIL "C' +33,, P5F SLIDING GLASS DOOR 6068 SGC PRECAST LINTEL -34.6 PSF O INSULATED ,3 3/4"X 81" L-9 DETAIL "C" +31,6 P5F 'j O WINDOW -SINGLE HUNG 5H INSULATED 3050 FIN SH W/ RAD. TOP TRUSS GABLE END -36,, PSF W/ ARCH TOP 39"X 82" (DETAIL PG 5 J +33,, P5F (OPEN'C, W/ 2X8 BUCKS) WINDOW -SINGLE HUNG Ih5 SH PRECAST LINTEL -36., P5F O 5H INSULATED 2, I/4"X 63" L-3 DETAIL "C", +33,, PSF ,4R�� T��3U�,4TIONS LIVING 1372 Sq.Ft. ENTRY 29 Sq.Ft. GARAGE 344 Sq.Ft. TOTAL UNDER ROOF 1"145 ScI.Ft, LATH NOTE: All lath and lath attachments shall be of corrosion -resistant materials, Expanded metal or woven wire lath shall be attached with 1-1/2", II guage nails having a 1/6" head, or 1/8", 16 guage staples, spaced at no more than 61', ( FBC 8103,6,1 ) U_L WALL HT, FIN, FL, _ J4, GRADE 0000 T -M 8' HEEL il ILIAL 0 HT FIN. FL. GRADE— uJ ROOF VENTILATION CALCULATIONS AREA OF SPACE VENTILATED = 2351 1145 4-150 = 11,63 MIN, AREA REQUIRED (FBC 8806,2) 46 Lin, Pt. RIIDGE VENTS AT ,33 per Pt, = 15 131 lin, ft SOFFIT VENTING AT ,15 per lin, ft, = 20,6 15 + 20,6 = 35.6 scl, ft. OF: VENTILATION PROVIDED DESIGN REaUIREMENTS: 1) Live loads for floors, decks 4 stairs is 40 PSF, 2) Live loads for roof is 20 i`)S1=, - 3- - WALL HT, I - - - 2 FIN, FL. �JI TTVA fes. GRADE F_ , 81 OII , 1 - - \ O 8'–OII SCALE 1/4" = 1'-0" WALL HT, WALL HT... , 3 - FIN, FL, - - 11 FIN. FL. 6 GRADE GRADE 12 \J6 ��00 0�0T/7rTn° 0 0 SCALE 1/4" = 1'-0" 3 10 c a - 10 ----- Lil ,> 1111?1 Water -resistive barriers: Water-realstive barriers shall be installed as required In Section R103,2 FSC and where applied over wood -based sheathing, shall include a water-realative vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper, The Individual layers shall be installed Independently such as each layer provides separate continuous plane and any flashing (installed In accordance with Section 8703,8) intended to drain to the water -resistive barrier Is directly between layers, Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or grater than that of 60 -minute Grade D paper and is separated from stucco by an intervening, substantially nonwater-absorbing layer or deafened drainage space. rr=� 1/5" CEMENTITIOUH FINISH rrrr orrr ROOF VENTILATION CALCULATIONS AREA OF SPACE VENTILATED = 2351 1145 4-150 = 11,63 MIN, AREA REQUIRED (FBC 8806,2) 46 Lin, Pt. RIIDGE VENTS AT ,33 per Pt, = 15 131 lin, ft SOFFIT VENTING AT ,15 per lin, ft, = 20,6 15 + 20,6 = 35.6 scl, ft. OF: VENTILATION PROVIDED DESIGN REaUIREMENTS: 1) Live loads for floors, decks 4 stairs is 40 PSF, 2) Live loads for roof is 20 i`)S1=, - 3- - WALL HT, I - - - 2 FIN, FL. �JI TTVA fes. GRADE F_ , 81 OII , 1 - - \ O 8'–OII SCALE 1/4" = 1'-0" WALL HT, WALL HT... , 3 - FIN, FL, - - 11 FIN. FL. 6 GRADE GRADE 12 \J6 ��00 0�0T/7rTn° 0 0 SCALE 1/4" = 1'-0" 3 10 c a - 10 ----- Lil ,> 1111?1 Water -resistive barriers: Water-realstive barriers shall be installed as required In Section R103,2 FSC and where applied over wood -based sheathing, shall include a water-realative vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper, The Individual layers shall be installed Independently such as each layer provides separate continuous plane and any flashing (installed In accordance with Section 8703,8) intended to drain to the water -resistive barrier Is directly between layers, Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or grater than that of 60 -minute Grade D paper and is separated from stucco by an intervening, substantially nonwater-absorbing layer or deafened drainage space. rr=� 1/5" CEMENTITIOUH FINISH rrrr orrr ®I ___ O OVER 1/16" OSB ROOF SHEATHING Altamonte Springa, FL 32114 ilii O.H. - - - 3 — WALL HT, A�JIR FIN, FL. \ GRADE \ 12 DRC� � ° _—''''II 8" HEEL 2 -0" -DETAIL ' W - 8' - - DETAIL \\ WALL HT, `,� - 3 - 8'-O - \ - - IU - ALL HT, \ /�8 LEI FIN, FL, 16"HILL HT.— - WITHour ✓ , n 2X0 BUCK PIN, FL, - - - GRADE GRADE �OOO 1[�J'Tj �0�/�00 OOH SCALE I/4" = I' -o" SCALE 1/4" = 1'-0" CONCRETE BLOCK 4 ^ OR SOLID CONCRETE NOTE: U ALL EXTERIOR ACCESSORIES 8HALL BE PVC MATERIAL5 CONFORMING TO ASTM STANDARDS D1184, C926, CIoe,3 ANp D4216, 2) CALK ALL BUTT JOINTS, ENDS, ANGLER, AND INTER5ECTION5 AT TIME OF INSTALLATION. *CONTROL IBEfAD. WITH DRIF EDGE 0 1/5" CEMENTITIOUH FINISH 0 Licenced Frofeselonal Engineer FELT /PAPERBACKED O OVER 1/16" OSB ROOF SHEATHING Altamonte Springa, FL 32114 ALUMINUM FASCIA OVER 2"X4" SPF LATH. MATERIAL #2 SUB -FASCIA U1/ ALUMINUM SOFFIT Fax (401) 521-5434 KATCAN LTD O LAPPED MOISTURE BARRIER - OVER 8"X8"X1611 CONCRETE BLOCK, PRECAST CONCRETE SILL PROJECTING 3/411 (OUSE WRAP) H BEYOND BLOCK FACE, O PRECAST CONCRETE SILL FLUSH WITH BLOCK FACE" OCONTINIOU5 '—WOOD SHEATHING T/9" 4" BAND ODECORATIVE MOULDING g0WIRE 1/8" THICK TEXTURED CONC, STUCCO OVER GALV, MESH W1 FELT BACKING OVER HOUSEWRAP OVER 1/16" OSB EXTERIOR SHEATHING AT WOOD FRAME AREAS, r' ).4 BELOW •D Q 0� O WOOD 0 V C�DRIP EDGE - d � o 0 Q A Q GEMENTITIOUS FINISH CONCRETE BLOCK 4 ^ OR SOLID CONCRETE NOTE: U ALL EXTERIOR ACCESSORIES 8HALL BE PVC MATERIAL5 CONFORMING TO ASTM STANDARDS D1184, C926, CIoe,3 ANp D4216, 2) CALK ALL BUTT JOINTS, ENDS, ANGLER, AND INTER5ECTION5 AT TIME OF INSTALLATION. *CONTROL IBEfAD. WITH DRIF EDGE 0 EXTERIOR riNISHING NOTIEs 0 Licenced Frofeselonal Engineer TAMKO HERITAGE 30 OVER UNDERLAYMENT O OVER 1/16" OSB ROOF SHEATHING Altamonte Springa, FL 32114 ALUMINUM FASCIA OVER 2"X4" SPF (�`/) 02 #2 SUB -FASCIA U1/ ALUMINUM SOFFIT Fax (401) 521-5434 KATCAN LTD O DECORATIVE CEMENTITIOU5 FINISH OVER 8"X8"X1611 CONCRETE BLOCK, PRECAST CONCRETE SILL PROJECTING 3/411 BEYOND BLOCK FACE, O PRECAST CONCRETE SILL FLUSH WITH BLOCK FACE" OCONTINIOU5 ROOF VENT AT PEAK ODECORATIVE 4" BAND ODECORATIVE MOULDING g0WIRE 1/8" THICK TEXTURED CONC, STUCCO OVER GALV, MESH W1 FELT BACKING OVER HOUSEWRAP OVER 1/16" OSB EXTERIOR SHEATHING AT WOOD FRAME AREAS, 10 DECORATIVE NON-FUNCTIONAL SHUTTER FLORIDA BUILDING CODE HIGH WIND ENGINEERED NOTE: 'TIIIS STRUCTURE IIAS BEEN DESIGNED TO MEEf Olt EXCEED THE WIND LOAD REQUIREMENTS OF TIIE FLORIDA BUILDING CODE 60, EDITION (2017) RLSIDEN TIAL SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE7-10. I. WIND SPEED= 139 MPII ULIAMA'TE WIND SPEED(Voll) AND 108 MPII (Vast) 2. RI SK CATEGORY2 CONSS IRUCTION TYPE = SINGLE FAMILY RESIDENCE, 3. WIND EXPOSURE=CATE(iORYC 4. IN IERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINU 1S .I8 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIEN f IS 1.40 DRAWN BY: M. S. WEST PAGE 0 Licenced Frofeselonal Engineer - 531 South SR 434 - Altamonte Springa, FL 32114 (401) 521-5551 - Fax (401) 521-5434 FE 0040148 ; DRAWN BY: M. S. WEST PAGE 0 0 o 0 o � 0 0 0� O O� 0 DRAWN BY: M. S. WEST PAGE MAX. l 1 j SHEATHING AT TRUSSES I II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II I II II I II II II II II II II II II I II II II II II II II DIAGONAL CROSS BRACING NAILE LATERAL BRACING TO OPPOSITE SIDE OF WEB IX4 SYP n W/ (2) ed AT EACH TRUSS (2) 2X4 SPF 02 W/ (2) 12d NAILS AT EACH CROSSING POINT ul�rviiv� IX4 SYP 02 W/ (2) Sd 2X4 SYP 02 W/ (2) 12d AT EACH TRUSS AT EACH TRUSS TYPICAL PERMANENT TRUSS 13RACINGc N,T,S, 2X8 SYP 02 RIDGE��� (RIDGE TO BE ONE - SIZE LARGER THAN RAFTER USED) 2X6 SYP 02 RAFTERS 24" O.C, UP TO II' 9" SPAN (FOR LONGER SPANS SEE °CONVENTIONAL FRAME CHART) o ° 2X4 SPF"2 COLLAR TIE AT 24" O,C, NAIL W/ 3-12d NAILS AT EACH END 2X6 SPF •2 SLEEPER ATTACHED TO EACH INTERSECTING ROOF TIMBER BELOW W/ (2) 126 NAILS LSTA18 AT EACH RAFTER TO ROOF MEMBER BELOW OR TO 2X4 SPF BLOCKING BETWEEN ROOF MEMBERS COW. FRAMING VALLEY DETAIL. CONVENTIONAL FRAMING Sf=ANS RAFTER SPANS CEILING J015T 2X6 12"O,C: 14'-9" MAX SPAN 2X4 12"O,C. 9'4" MAX SPAN 2X6 16"O,C, 13'-5" MAX SPAN 2X4 16"O,C, 8'-1" MAX SPAN 2X6 24"O,C, 11'-9" MAX SPAN 2X4 24"O.C. 1'-3" MAX SPAN 2X8 12"O,C. 19'-6" MAX SPAN 2X6 12"O,C, 14'-9" MAX SPAN 2X8 16"O.C. 11-9" MAX SPAN 2X6 16"O.C, 12' -II" MAX SPAN 2X8 24"O,C. 13'-2" MAX SPAN 2X(. 24"O,C, 10'-6" MAX SPAN 2X10 12"O,C, 24'-10"MAX SPAN 2X8 12' O,C, 19'-2" MAX SPAN 2X10 16"O,C, 22'-1" MAX SPAN 2X8 16"O.C. 16'-1" MAX SPAN 2X10 24"O,C, 18'-I" MAX SPAN 2X8 24"O,C, 13'-1" MAX SPAN 2X12 12"O,C, 26'-O" MAX SPAN 2X10 12"O,C, 22'-9" MAX SPAN 2X12 16"O,C. 26'-0" MAX SPAN 2X10 16"O.C. 19'-9" MAX SPAN 2X12 24"O.C, 21'-4" MAX SPAN 2X10 24"O,C. 16'-1" MAX SPAN NOTE: ALL SPANS BASED ON 112 SOUTHERN YELLOW PINE, DESIGN LOADS OF 20 P5F - LIVE LOADS - 10 PSF - DEAD LOAD DESIGN REQUIREMENTS: U Live loads for floors, decks 4 stairs is 40 PSI=, 2) Live loads for roof is 20 PSI=, SHINGLE LOADING: 139 m,p,h, WIND 12 EXPOSURE C g b 4-1/16" HEEL 11 BRG, � O 12 OVERHANG PLUMB CUT TYPICAL TRUSS END N.T.S. ZONE I ZONE 2 ad RING SHANK NAILS AT 4" O,C, OR 8d RING SHANK NAILS AT 6" O.C, OR EQUALIVALENT PNUEMATIC NAIL EQUALIVALENT PNUEMATIC NAIL AT SUPPORTED EDGES AND AT SUPPORTED EDGES AND BLOCKING AND 10" O,C, FEILD 12" O.C. FEILD FOR OTHER AREAS FOR SHADED AREAS OF ROOF 4 OF ROOF v 1/16" OSB SHEATHING b, OR 1/2" CDX PLYWOOD 4 w RIDGE 4--0" Q V v ROOF NAILING PATTERN: ZONE 1 - USE Sd RING SHANK NAILS AT 4" O.C. SPACING (SUPPORTED EDGES) AND 10" O.C. AT FEILD ZONE 2 - USE Sd RING SHANK NAILS AT 12" O.C. SPACING (FEILD) AND 6" O.C. AT SUPPORTED EDGES PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d RING SHANK NAILS, NAILED 4" O.C. AT EDGES AND 10" O,C, AT FEILD. ( SENCO 2-1/4"X .131 AND PASELODE 2-1/4"X ,099 ) EXTERIOR WALL NAIL PATTERN: L PLYWOOD: (FEILD) USE Sd NAILS AT 12" O.C. SPACING (EDGE) USE Sd NAILS AT 6" O,C. SPACING (EXT1=RIOR WALL SHEATHING) INTERIOR CEILING BOARD NAILING PATTERN: USE 5d NAILS AT f" O.G. SPACING ROOF RAFTERS/TRUSSES 4'X8' SHEATHING 2X4 SPF "2 BLOCKING AT 48" O.C. AT FIRST TWO SPACES GABLE END r Q 3 �J _z (Q 3 BUILDING LENGTH ROOF SHEATHING LAYOUT 20'-O" 26'-8° - l� i i Q11 GABLE END --j< I E 261-8" TFIIALH X00 00 } r I9 SCALE 1/4" = 1'-0" ■ FLORIDA BUILDING CODE DMGH MND ENG ���3[ - NOTE: THP3 S'NRUCCURL IIAS DEEN DESIGNED OF::::::l 11 TOMEET OR EXCEED THE WIND LOAD REQUIREMENTS OE FLORIDA BUILDING EDIN RIAANON 17) HLICeDGed - .- T,$, Ghehel IDE OIDESI DESIG60, INC UDI NG SEC 8701 DESIGN CRITERIA ANDINCLUDING ASCE 7-10. PloieeelOndl EnglDeer 1� _ I. WIND SPEED= 139 MPII ULTIMATE WIND SPEED (vWu) 531 South SR. 434 - - AND 108 MPII (V.d) 2. RISK CATEGORY2 Altamonte Sprin2a, FL 32114 CONSTRUCTION 'TYPE =SINGLE FAMILY RESIDENCE IV) (401) 521-5551 3. WIND EXPOSURE CATEGORY 4. MTERNAL PRESSURE COEFFICIENP FOR Fax (401) 521-5434 ENCLOSED BUILDING IS . ISANDHENRIT& PE 0040146 EXPOSUREAD US INTENT COEFFICIENT IS 1.40 } r I9 DRAWN BY: M. S. WEST C PAGE 4 OF::::::l 11 a O F� �9� o �A 01=�--J" v DRAWN BY: M. S. WEST C PAGE 4 O t - „ - 20 -o 2'-0” 16 0" 2'-0" 8.. 8.1 DESIGN REQUIREMENTS= 1) Live loads for floors, decks 4 stairs is 40 PSP, 2) Live loads for roof is 20 PSF. _]SLI -1/2" VTR I SH SH 'I _DF B�RHSE`]1D_\\\_DEA"CS D 0�4o�ocJo \� 12 \�6 ROOF PITCH STRUCTURAL GABLE 12 ENP TRUSS W/ CUTOUT 3 cEIL'G FOR WINDOW BL KING OV F ARCH POURED U -BLOCK - 8 WALL HT. AT TOP COURSE (BREAK AT WINDOW OPEN'G) WINDOW7111 I I I I I 8X8X16 - - I- �_CMU WALL I-- 2x8 PT BUCKS AT I WINDOW OPEN'G W/ 1/4"X3 1/2" TAPCON5 _ _ -. L — — - 16" O,C, STAGGERED ( BLOCK ATTACHMENT)- � WINDOWS AT FRONT GA5LES 2x4 5PF BLOCKING m 48" O.C. NAILED BETWEEN FIRST (2) TRUSS BAYS U1/ (2) 12d NAILS TOP AND BOTTOM CHORDS TYP ,_�OOF 2" 2x4 IRC,(=� MET, DRIP EDGE --ALUM, FASCIA OVER 2x4 SPF 02 X -BRACE a 96" O.C. 2X4 SPF SUB -FASCIA W/ (2) 12d NAILS EA. END PRE -FABRICATED _ VENTED SOFFIT CONTINUOUS 2x4 SPF 02 GABLE TRUSS LATERAL BRACE m S' o,C, GABLE END NAILING 2 1/4 X .099 RING SHANK HETA16 m to' O.C. Q 6" O.C. m EDGES CONTINUOUS 2x(o 02 SYP PT _X AND 12" O.C. INTERMEDIATE W1 1/2"X 7" A,S, AT 48"O,C, �IScd NAILS v 8" O,c, 1/2" TYPE 11X1' DRYWALL 5d COOLEf� NAILS m 811 O.G. - BLOCK WALL OR "6 1 1/4' SCREwe, C- A5LE END DETAIL ATE LOCK WALL 16" �>{ N,T,S, TP'RE(CH" M12L 121 -c-1—\ SCALE 1/4" = 1'-0" NOTE: 1) ALL TRUSSES CONNECTED TO BLOCK WALLS UJ/ SIMPSON HETA16 UNLESS OTHERWISE MARKED. 2) IF STRAP iS MISSED RETRO FIT W1 MSTMIS W1 (4) 1/4"X 1-3/4" TITEN FASTNERS TO BLOCK WALL FOR UPLIFT < 860 LBS, C r 'U - z rQ 6 ODD SPACE I 20 -O° 26'-8" moi= 0_511 A A U w CONNECTOR SCHEDULE I"L w PRODUCT CODE CONNECTION ACHIEVED UPLIFT FASTENERS FL APP. " O 51MP50N HETAIS TRUSS TO BLOCK WALL 1805 LBS (10) 106 X 1-1/2" FL11413,3 0 SIMPSON HUS26 TRUSS TO GIRDER / TRUSS 1550 LBS (4) ISd FL10655,94 SIMPSON HU526-2 TRUSS TO GIRDER / TRU55 1165 LBS (4) 16d FL10655,96 NOTE: 1) ALL TRUSSES CONNECTED TO BLOCK WALLS UJ/ SIMPSON HETA16 UNLESS OTHERWISE MARKED. 2) IF STRAP iS MISSED RETRO FIT W1 MSTMIS W1 (4) 1/4"X 1-3/4" TITEN FASTNERS TO BLOCK WALL FOR UPLIFT < 860 LBS, C r 'U - z rQ 6 ODD SPACE I 20 -O° 26'-8" moi= 0_511 A A U w w w I"L w w U U A TOMEETOREXCEED'THE WIND LOAD REQUIREMENCS OF TIIE FLORIDA BUILDING CODE 6th EDT ION (2017) T.5. Chehal RESIDENTIAL SECTION 8301 DESIGN CIU'fEIt1A AND INCLUDING ASCE 7.10. CJI A A A A A A A A A A - - AND 108 MPH (VazW) 2. RISK CATEGORY 2 / CONS'TRUCTION'IYPE= SINGLE FAMILY RESIDENCE( V) A A A A A/ 7 - ENCLOSED BUILDING IS. IS AND HEIGHT& PE 0040148 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 / EJ3 ca . / - A08 U A 2 PLY /AC A / A / / A06 / A / i A05 A, �L���A04 A / / A A03 A / In 7 -- IL/ A AOI A / / / A A02 q / / -A02/ /OA A/ �O A / / / A02 / A A14 A / / A AI3 OUl I/ A AI3 A AI3 7 / A Al2 A / A A \1 / AI2 / A / Ale C / 1,-4 / A09 A / A A013 / A A09 / / A / A09 A iA A09 A / /-A A / / j /q All A/ /A All A/ 7-7 /A A013 q/ / q A09 A / jA A09 A/ /kAc, / Ao9 / / A AI5 777 17/////,-/,11 A A A A A Boz 14'-811 161, �� 1� 26'-S U101U20711, P1 12,LIH SCALE 1/4" = 1'-0" n LE FLORIDA BUILDING CODE G�M WND ENNNEERED NOTE: THIS STRUCTURE HAS BEEN DESIGNED TOMEETOREXCEED'THE WIND LOAD REQUIREMENCS OF TIIE FLORIDA BUILDING CODE 6th EDT ION (2017) T.5. Chehal RESIDENTIAL SECTION 8301 DESIGN CIU'fEIt1A AND INCLUDING ASCE 7.10. Licenced ProFeeelonal Engineer - 1. WIND SPEED- 1391,IPII ULTIMATE WIND SPEED (V,11) 531 South SR 434 - - - AND 108 MPH (VazW) 2. RISK CATEGORY 2 Altamonte Sprinee, FL 32114 CONS'TRUCTION'IYPE= SINGLE FAMILY RESIDENCE( V) (401) 521-555'1 - 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSUR E COEFFICIENT FOR - Fax (40"1) 521-5434 - ENCLOSED BUILDING IS. IS AND HEIGHT& PE 0040148 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 . rZ 7— < r � o < On M m Ni m lel z �""I. F■■� z oG� �(D r w� Atu 'n > v/ -A O LU 41. DRAWN BY: M. S. WEST PAGE SERVICE BY POWER CO, (UNDERGROUND OR OVERHEAD) ELECTRICAL LOAD DEMAND 402 Maple Ave. Sanford, CALCULATION5 FL 32111 GENERAL LIGHTING a 3VA/FT. ( 1145) 5235 VA SMALL APPLIANCE CIRCUITS 4500 VA DRYER 5000 VA MAIN O� EXHAUST FAN l LUANDRY CIRCUITS y 014 COPPER TO LIGHTS 1500 VA DISHWASHER DISC, 2400 VA DISPOSAL PANELS 1000 VA REFIGERATOR ® 1500 VA OVEN OF'If1E FLOIIIDA BUILDING CODE 1th EDC[ION (2017) 12000 VA MICRO, / VENT FAN METER 5000 VA WATER HEATER EXTERIOR 5000 VA OTHER 531 south SR 434 10000 VA FIRST 10,000 VA ,@ 100% 10000 VA REMAINDER a 409. (43135) 1-1254 VA 1 -A/C 4 NEAT a 4099. (15000) 6000 VA TOTAL VA 240V (33254) 138.56 AMPS °�- - '— �I/ X I' OVERHEAD DOOR \ o Q EXTERIOR INTERIOR METER/MAIN I ADDITIONAL COMBINATION ELECTRICAL BOX MAY BE USED I PANELS AS REQ' (3) 2/0 ALUM, (20 CIRCUITS) TYP, (1) 1/O ALUM. I SMOKE DETECTOR Brand: Kidde Fire Protection Model: KFP 2100/581 AC/DC WALL SWITCH W1 DIMMER MAIN O� EXHAUST FAN l PULL CHAIN LIGHT y 014 COPPER TO LIGHTS CEILING MOUNTED LIGHT O WALL MOUNTED LIGHT DISC, VANITY LIGHT BAR PANEL RECESS CAN LIGHT PANELS < OUTLETS � 220V 220V OUTLET ® WEATHER PROTECTED GPI OUTLET © AT OF'If1E FLOIIIDA BUILDING CODE 1th EDC[ION (2017) AT I=3 CABLE TV JACK METER OUTDOOR FLOOD LIGHTS 200 110V FLOOR OUTLET W/ COVER EXTERIOR �"10 COPPER TO A/C COMP. INTERIOR 010 COPPER TO WN 531 south SR 434 UNDER UPPER CABINET LIGHT RISK CA 2. RISK CATEGOAY2 O AS REQ'D AS REQ�D - CONS [RUCTION FAMILYRESIDENCE(V) BASE AMP 3. WIND EXPOSURE = CATEGORY C 4. IN1ERNAL PRESSU"COEFFICIEN'['FOA I ENCLOSED BUILDING IS.I 8 AND HEIGHT& PE 0040148 EXPOSURE• ADJUS [MEN r COEFFTCIL'N C IS IAO 150 AMP "& COPPER TO RANGE 2 1/2" CONDUIT 1 1(2) (ALUMINUM WIRING MAY BE 2/O BETWEEN BOXES ALSER SUBSTITUTED PER CODE) 4/O COPPER PARALLEL IF SEPARATE l BOXES USED 04 GROUND W/ (2) 5/8" RODS 5' DEEP W/ ONE TIE-IN TO FOUNDATION STEEL i IF RODS 6' APART I i ELECTRiCAL RiSER DiAGRAM NTS GENERAL CODE NOTE -6 U Electrical to meet 2014 National Electrical Code, 2) Plumbing to meet 2011 Florida Building Code Plumbing - 6th Edition. 3) Mechanical to meet 201-1 Florida Building Code Mechanical - 6th Edition. 4) Building to meet 201-T Florida Fire Prevention Code - (0,th Edition, 5) Energy Conservation to meet 2011 FBG EC - 6th Edition, CONDENSER SECURED TO CONCRETE PAD W/ STEEL (4) I/2"X3"X3" "L -BRACKETS" W/ (1) 1/4" X 2 1/4" TAPCON CONDENSING AT EACH TO CONCRETE UNIT CONC. FAD p o � o .�4.4 4•A 4•A �•A 4.4 4'e 4'0 �•� a CONDENSER MOUNTING DETAIL NTS m (CAI Tlz�H SCALE 1/4" = 1'-0" This diagrametric plan is intended to show Il2htin5@ and convenience outlets only. T,S. Chehal will bear no responsibility for its accurancy. It is the electrical contractor's responsibility 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. ELECTRICAL SYM50L%S WALL SWITCH � 110V OUTLET (tamper-resistant) THREE WAY SWITCH 110V G.F.I. OUTLET ® SMOKE DETECTOR Brand: Kidde Fire Protection Model: KFP 2100/581 AC/DC WALL SWITCH W1 DIMMER FOUR WAY SWITCH O� EXHAUST FAN FLORIDA BUILDING CODE PULL CHAIN LIGHT O CEILING MOUNTED LIGHT 0 WALL MOUNTED LIGHT Q o� VANITY LIGHT BAR 0 RECESS CAN LIGHT t TELEPHONE JACK � 220V 220V OUTLET ® WEATHER PROTECTED GPI OUTLET © INTERIOR ELECTRICAL PANEL OF'If1E FLOIIIDA BUILDING CODE 1th EDC[ION (2017) CEILING FAN W1 LIGHT I=3 CABLE TV JACK (7) OUTDOOR FLOOD LIGHTS ® 110V FLOOR OUTLET W/ COVER [� METER BASE / MAIN DISC, I. WIND SPEED = 139MPI! ULTIMATE WIND SPEED (VWI)AND CARBON MONOXIDE 4 SMOKE DETECTOR COMBONATION Brand: Kidde Fire Protection Model: KFP 063-1-i AC/DC 531 south SR 434 UNDER UPPER CABINET LIGHT GENERAL ELECTRICAL NOTES 1) TAMPER RESISTANT, ARC -FAULT INTERRUPTER, COMBINATION -TYPE TO BE USED AT THE FOLLOWING: BEDROOMS, DINING, LIVING, STUDY, HALLWAYS, CLOSETS OR SIMILAR ROOMS, TO PRIVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) GFI OUTLETS: KITCHEN, BATHS, GARAGE AND OUTDOORS. 3) SMOKE DETECTORS TO BE INTERCONNECTED TO SOUND JOINTLY. DRAWN BY: M. S. WEST PAGE O� FLORIDA BUILDING CODE HIGH WIND E� ffiEERED NOTE: THIS STRUCTURE HAS BEEN DESIGNED V l O i0 MEE'C Olt EXCEED THE WIND LOAD ItEQU11tEMENIS �. OF'If1E FLOIIIDA BUILDING CODE 1th EDC[ION (2017) o T.6, Chehel -( RESIDEN'UAL SEC11ON R301 DESIGN FRIT ERIA AND INCLUDING ASCE7-10. Lloenced Profee0lonal Enelneer a I. WIND SPEED = 139MPI! ULTIMATE WIND SPEED (VWI)AND 531 south SR 434 RISK CA 2. RISK CATEGOAY2 O Altamonte Sprines, FL 37114 - CONS [RUCTION FAMILYRESIDENCE(V) (401) F,21-5551 3. WIND EXPOSURE = CATEGORY C 4. IN1ERNAL PRESSU"COEFFICIEN'['FOA Fax (407) 521-5434 ENCLOSED BUILDING IS.I 8 AND HEIGHT& PE 0040148 EXPOSURE• ADJUS [MEN r COEFFTCIL'N C IS IAO DRAWN BY: M. S. WEST PAGE O� V l O o � a O DRAWN BY: M. S. WEST PAGE N BOUNDARY AND TOPOGRAPHIC SURVEY PROPERTY DESCRIPTION: LOT 1, BLOCK 6, TIER 10, FLORIDA LAND AND COLONIZATION COMPANY LIMITED E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 96 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE W COUNTY, FLORIDA. it E rE a S I"= 30 ' GRAPHIC SCALE °a I 2`\ 0 5 30 66' R/W CHU END — CHU CHU — CHU — UHU CHU — RU — CHU Tj1j I 0 e UHU — u s N89'49'05"E 117A0'(P&M) s Tye O SLIE UTILELn 1 EL -x A. fiy Do01 w Ill a O `70 LOT 1 O NO `~ O " BLOCK 6 o a lo On TIER 10 v o 2 On 1 rQ N o 1-9 �] o �o � ; �3I M1 IXO—p—p—p—p-p—p—p1 0-0-4 —o 4 FWNOry AI ANTI lliti( I/r i.R.az cAr 589'40•M12N ipaxax ILaEr+e�c 01 y 41.00'(PkM)M) a ii,zo e�x N89'49'05"EI1117.00'(P&M) a LECEND: = DELLA/CEN MAL ANGLE D UESCRIUED POB POINT OF BEGINNING A/C AIR CONDITIONER d/b/a DOING BUSINESS AS POC POINT OF COMMENCEMENT BD EEARING UASIS(ASSUMEO)D.E. ORANAGE EASEMENT POL = POINT ON LINE C CALCULATED D.U.E. = DRAINAGE & UTILITY EASEMENT PRC = POINT OF REVERSE CURVATURE CH CHORD EOP EDGE OF PAVEMENT PRM PERMANENT REFERENCE MONUMENT CU CHORD BEARING EOW = EDC E OF WATER PSM PROFESSIONAL SURVEYOR & MAPPER CE = CONCRETE BLOCK WALL F = FIELD PT POINT OF TANGENT C.M. CONCRETE MONUMENT FF ELEV = FINISHED FLOOR ELEVATION R RADIUS CNA CORNER NOT ACCESSIBLE I.U. = IDENTIFICATION HAD RADIAL CONC. CONCRETE I.R. IRON ROD RP RADIUS POINT COV. COVERED I.P. IRON PIPE R/W RIGHT OF WAY L ARC LENGTH S/w SIDEWALK = ASPHALT BRICK LS- LAND SURVEYOR TED = TO BE UEIERMINEO LB LAND SURVEYING COSINESS TDO TCP OF BANK M MEASURED NR NON -RADIAL (tY) TYPICAL = CONCRETE =PAVERS O.R. OFFICIAL RECORDS V.R. UTILITY ROOM _ U.E. UTILITWATER METER =LINE BREAK PC PONT OF CURVATURE WM =WATER METER _ =GEN TERLINE PCC POINT OF COMPOUND CURVATURE WPP = WOOU POWER POLE 0' BSL RIGHt-OF-WAY LINE PCP = PERMANENT CONIROL POINT NOTES: -- =BUILDING SETBACK LINE PI = POINT OF INTERSECTION — ——.—x—a—x—x— = PVC -VINYL FENCE/W CQ� = UNUTY POLE 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS — — — WOOD FENCE/WF PROVIDED BY THE CLIENT. —0-0-0-0-0-0-0— CHAIN LINK FENCE/CLF ® =SET 1/2" I.R. &CAP LU d7D2D 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND 0HU = OVERHEAD UTIUTY LINES Q = FOUND PROPERTY CORNER SHOWN HEREON FOR EASEMENTS. RIGHTS OF WAY OR El = FOUND CONCRETE MONUMENT RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE (Xj - WELL Al O = UTUTY RISER OR USE OF THE LAND. Fl ooD zaNE wFnRMAnow = GAS METER 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR MAP NUMBER: 12nRSC n07n F ® �`( n DGHT POLE IMPROVEMENTS. DATE: Q � m } = curwlRE (BUILDINGS, FENCES ETC...) zDNE: x yo = FIRE HYDRANT = WATER METER 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. CERTIFIED rD� E NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE CORNELIUS DAMS ADDRESS: BEEN LOCATED EXCEPT AS SHOWN. 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES 402 S. MAPLE AVENUE HAVE BEEN LOCATED EXCEPT AS SHOWN. SANFORD, FLORIDA 32771 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. CX Bradley Cox pp�� Associates JOB # BCA20570 8: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DRAWN BY: RO SURVEYOR AND MAPPER. 9: ELEVATIONS BASED"`^�Rf, !{ 4 4, ICAN VERTICAL B CHECKED BY: BC )7D DATUM OF 1988. (N '0rb .Land Surveying FIELD BY: JB 1 HEREBY CERTIFY THAT RVQI THE 1 ON DESCRIBED (FIELD DATE:) 02/22/18 PROPERTY WAS PREP D UNDER M DIRECT 5 P VISION AND W c`1, c� MEETS THE STANDARDS 0 T/P�@]1 THE FLORIDA ^ 405 W. 2J W Street REVISIONS: BOARD OF PROFESSION �UHIf qR URSU E SIN CHAPTER (-L FLORID FLORIDA AUMINI NVE PURSU (T TO CHAPTER 472, AC Sanford, Florida 32771 FLORIDA srATures. SRRF..�. Phone (407) 323-9202 FTrBu,`U"`e,�e gee 03/02/18 Fax (407) 324-9661 ,= BRADLEY COX, PSM (DATE) WAV%V•11RAD1.f:Y�.O'iSUli�%EY[NCi.CDVl CERTIFICATETE OF AU THORIZA1ION 10N LO lB N7020