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Home My WebLink About150 Art Ln 18-2515 New construction on propertyOF W 741 FT OF S 492.92 FT OF GOVT LOT 3 NO. SHEET INDEX CS COVER SHEET SCOPE OF WORK 2 Al EXISTING FLOOR PLAN _ 3 A2 EXISTING FOUNDATION PLAN AS BUILT/ RECORD DRAWINGS",OF CONCRETE AUX. DETACHED BUILDING AND ATTACHED REAR SHED, CONCRETE 4 A3 EXISTING TRUSS PLAN ' FLOOR, BLOCK WALLS AND PRE-ENGINEERED WOOD TRUSSES, SHED (WOOD FRAMED) FOR CODE INFORCEMENT COMPLIANCE. BUILT APPROX.1980 5 A4 - EXISTING ELEVATIONS AND AUX. 3D VIEWS 6 S1 STRUCTURAL DETAIL SHEET 7 C1 PLOT PLAN (CIVIL.) AREA TABULATIONS EXISTING LIVING AREA 631 EXISTING STORAGE AREA 78 TOTAL AREA 709 C \!"I INITY MAP ,...I C a lVI�I(7N T N. ,S. A PERMIT 1SaUcDSHALL ,B=CONSTRUED T O BEA LICENSE TO PROCEED WI D NOT AS AU THORII f rO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISI ; N a S OF THE TECHNICAL CODES N ^ I NOR SMALL ISSUAN;,E OF A PER,NIIT PREVENT FHE BUILDING OFFICIAI' F RUM THEREAFTER RE R qUl INCa A CO RRECTICN OF ERRORS IN PLANS, , ' CONSTRUCTION OR VIO,ATI NS 0 � Or- THIS DUDE I t E S MBOL a �VILD/NG, S ANFORDI 1 SECTION NUMBER Ccp G S ..__._.- PAGE NUMBER DIRECT OF SECTION -25 8 �I 1 i# REVISION AN DATE ITEM H LINN P.E. LIB`., # 57524 ,. I.0� BO 0 I �L Ii.� � �. 1 �hJA �LI A.JY —Anw'M dr 9/133 SEAr jy ._ .r ... !.. q. t. t I Y MOMMOM ON - - AUA, UUNUKC, I t' I KUL; I UKk USED A6 WU I HER IN LAW SUITE" ATTACHED REAR, SHED USED FOR STORAGE . BUILT APPROX.198q ENGINEER OF RECORD STATEMENT (ENGINEER OF RECORD) CHADD LINN HAVE PERSONALLY INSPECTED THE STRUCTURE AND VERIFY THAT THE _ STRUCTURE C URE WAS BU ILT LT TO MEE T T THE CODE IN EFFECT AT THE TIME�• I T WAS - CONST D n RIJCTIE ,AND DO CERTIFY BY SIGN AND SEAL OF THESE AS BUILT n RECORD DRAW INGS. NGS. BUILT APPROX.1980 an" 4i N M VE T "We Bring Vision's To Life" Office Phone: hens. 30520 $ 5507 Email: 11ifefrien.d@gmai,1.com PLAN FOR: JOHN AND EUGENE P - s RESTER/ SS. 50 ART LANE ADDRE SANFO R® FL 32i71 DATE: 05/28/2018 SC ALE: PAGE: PARCEL#. 10-20-30-300-0210- 0000 C-S ELECTRICAL LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE �1/2 S.W. 1 /2 SWITCHED DUPLEX RECEPTACLE =60A GF1 PROTECTED RECEPTACCE =@wP/GFi WEATHERPROOF/GFI PROTECTED RECEPTACLE =&s SINGLE RECEPTACLE 220 VOLT OUTLET =E)CLCI, DUPLEX RECEPTACLE (CEILING MOUNTED) $ SINGLE POLE SINGE THROW SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH -0- CEILING MOUNTED INCANDESCENT FIXTURE H SUSPENDED INCANDESCENT FIXTURE �R RECESSED INCANDESCENT FIXTURE wT RECESSED WATERTIGHT INCANDESCENT FIXTURE RECESSED EYEBALL INCANDESCENT FIXTURE FLOURESCENT LIGHTING FIXTURE WALL MOUNTED FIXTURE FLOOD LIGHT TELEPHONE 6 DOOR CHIMES ❑ PUSH BUTTON FOR DOOR CHIMES 0 CABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREWIRE sD SMOKE DETECTOR —� THERMOSTAT CD CARBON MONOXIDE DETECTOR I 4444 DH 40� $D o H L-3 n N EXISTI G _ ca 16" W X 1611 D FOOTER I I , 28 -111 W (2) #5 REBARS TYP. 1� I to g 4 CONCRETE SLAG MIN. 2500 P.S.I. W/ N •. - 0 E MESH) 6x6 10/1 WIRE MESH OR W/ FIBER M ) _ i ; I . I OVER 6M - I APO BARRIER ON CLEAN LVR N . COMPACTED TERMITE TREATED SOIL I r X I� _ M QI I I I N _, {±i - N I i .— I I N GCD— N Ca I N ( I I NI I I I EXISTING ccl N I I I .1 8 ONC. BLK WALL :. EXISTING r 1 ;. - I r- . Y � r CONC. LINTEL TYP. I I � : I it CD r , I � _ I 1 I � T o 1 0 \ o i F \ i Arc CC�MPRES OI' s • : . r. I. I 1 __ zr 1 1 .L P AD *777-7 it 10 : ------------------------------------------------------------------ 29 6 -- -Owl EXISTING TALCONC. 1 L PAD : EXISTING FOUNDATION PLAN 1 14-1-0 • „ We ri Zsio To Life"• B � V ns �- Office Phone: 2 - 0 305 80 5507 .; Email. 1lifefri n mil e d a .com • JOHN AND EUGENE PRE E O PLAN FOR: ST RA _ 1 ART LANE , 50ADDRESS: S FO D 3 AN R FL 2771 � : REVISION AND DATE ON ITEM T �iAD LINK P.E. LI 57524 C C# ..,..DATE. 05 si2o1 s �2 SCALE. PAGE. P.O. BOX 140024 0 :. ® O LANDO FL 32814 R A2 - e PHONE: 40i-252-6433 PARCEL#: 10-20-30-300-0210-0000 r � SFEAL , i1 1 YJ } N r 2 2DH 40441 H 404, MH r` LA f9 j D VIDING WALL 04 I cl xs > 111 �Alr. j 91_ » BAT c MCRI qFC i I' -711 -' �•._l1' .__>1._..... ..�_:'�_i- _.yam._ '_'�`. ___.. _-_,. 2624Dl 60 W r' oil :� ��----- �I _I 1 EXISTING CONCRETE BLOCK , EXISTING STRUCTURE A/C COMPRESSOR 6'-8" TOP OF WIND W 0 EXISTING 4" CONCRETE FLOOR TYP. 1_ R —3 �.w.4i.l�tr'tl�,i11dA•:M�1'��Jf'IY'11�CfT•..�i�'1 �7 Y*"(i W, .... .... ..... �..f..... .. .... .... -.. _.,-. __. __ � l— I .._..I --� ,...,.) .� .., Y_.... _ -.,. ..- ...,< _,.. ?� .. ._.. .« ! ... .,,_,i .._ .., .. 1,.. ..—. ...- __ 1 :.. :... .... � .. .. - ... .«.. _- .. _, .,. ._. ..., .,_ __, i — _. a w I! t , EXISTING i rt- _ 4 3 GRADE TRAN I TION AREAEXISTING FRONT ELEVATION(NORTH)EXISTING CONC. ► — STEM WALL L EXIS TING G 1 /4=1 0 ., ' EXISTING . N , HNHEATER ENCLOSURE OSUREEXISTING SIDE ELEVATION(NORTH) <. STEM WALL _ 01 4 —1 . , EXISTING SIDE ELEVATION (SOUTH) i 1 4 _0 lt 'I EXISTING SINK SIDE NORTH , ,I EXISTING EXISTING EXISTING SIDE SOUTH ASPHALT SHINGLE „ ROOM V', , ��.`'. �..,.% �,• : 5 V' CRIMP GALV. STORAGE 00 \/ ROOF METAL ROOF EXISTING AIR HANDLER REAR(WEST) _ EXISTING / — BF'.E'AKER BOX EXISTING ,,• ,,/� ,� \\\. \\:�. \w`\\\`\,`\"\ \,w,\;\ �, / �/ ,.,,- A/C COMP. \ I , EXISTING \ / l FLOUR. LIGHT I, r , TYP. EXISTING A/C COMP. : / � ► � , . , .. EXISTING CONCRETE BLOCK y 1 STRUCTURE \. FRONT J /� , ,J'� -' EXISTING EXISTING 4 CONCRETE FLOOR CONCRETE BLOCK TYP. EXISTING - r / STRUCTURE -. , / SHOWER OWER (CORNER TYPE) N SIDE NORTH " EXISTING EXISTING , S .. R ONT _ EXISTING FRONT STORAGE AREA H/W HEATER ENCLOSURE EXISTING , SINK _---- GRADE TRANSISTION - - - EXISTING TIN f I AREABREAKER BOX SIDE EXISTING ' �-- _- EXISTING „ - = E r— _ EXISTING R AR ELEVATION D(WEST) _ AIR HANDLER I _ I EXIS TING G R M BATH 00 I! k r FRONT' EXISTING SMnEE - - -- --_ SHOWER _- r - -_r- EXISTING ... _ �---- ., ,____- _ .� - w _....- _ _ � - �'ti CORNER TYPE SINK Bring .Visions TO La e EXISTING - a. Office Phone. 305 280 5507 STORAGE ROOM �--� � �l � _`-�._`y \ _�.- . - -r �_r-~'------ _ EXISTING BATHROOM Email: 1lifefnendn mail.com _r 3D OF EXIST. STRUCTURE PLAN FOR, JOHN AND EUGENE PRESTERA REAR(WEST)�-- �- a • 50 ART. LANE ADDRESS,:IL SANFORD FL 32771 r REVISION AND DATE ITEM _ y' CHAD LINN R.E. LIC. # 57524 , DATE. o5�2si 2018 SCALE. PAGE: _ P.O. BOX 140024 :. SIDE ( SOUTH) ORLANDtJr FL.32814 ONE. - 2- 3 .' PHONE: 407 25 64 3 - - - A4 PARCEL#. 10 20 30 � 300 0210 0000 0 S AL c s, a • 1 -- - — DBL O 2x4 T PLATE PP T i NOTES: SIMPSON SP4 NOTES: G 1 FOUNDATION DESIGN BASED 0N 2000 P.S .F MINIMUM ALLOWABLE BEARING PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FORGENERAL ., ..,,,., ,. x LI N EL � BY QUALITY PRECAST— T T T . REVIEW PRIOR TO FOUNDATION POUR, • . ,.: - 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH RES,' F.B.C. RESIDENTIAL :,. + . .: •., „ _ PRECAST, LINTEL' E L T ASCERTAIN THAT ALL 1 CONTRACTOR (S 0 ASCER . CO SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FABRICATION OR CONC. OUR. FA RICA ON P FOR APPROVAL PRIOR TO B .- _ •. DBL 2x6 HEADER: N CONSTRUCTION SHALL BE IN COMPLIANCE WITH , STRENGTH; SLABS FOOTING 2500 P.S.I. 2 3 4 MAX. 3. CONCRETE 28 DAY ST E / / — -� . •• nn 2 PLYWOOD,.. W/ 1 / LYWOO ,.:� Q . n u FILLED ;VV r I LE AND UNFILLED /� I L D � � A APP ICA LE BUILDING CODES AND LOCAL LL L B RESTRICTIONS AND `THAT THE CONSTRUCTION. AccREGATE. P TIES MAY 1 RA 60 EXCEPT STIRRUPS ES BE 4. REINFORCING STEEL, ASTM A6 5, GRADE GRADE 40 Total Allowable Superimposed Load - Pounds Per Linear Foot Mark o. Nominal Clear S an Totalo Lintel - Size Fill No Steel Filled (1 5 r L-2 L-3 L'4.. L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 P.S. L-17 P.S. L-18 P.S. L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. 21211 218" 31211 41011 41611 :.: 51211 61211 11 70 81011 91211 10'0" 111211 121011 121811 131411 10" 16'0" -18'0" 181811 201811 22'811 316" 410" 41611 51411 510" 61611 71611 1 " $ 4�� 9 4 10'6" 11'4" 12'6" 13'4" " 14'0" 14'8" 15'4" 174" 194" 20'0" 214" 247 7845 7 „_,_ 3686 1128 Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUES, ORDINANCES, 5, DESIGN LOADS: IN ACCORDANCE WITH FLORIDA RESIDENTIAL BUILDING CODE AT TIME OF CONSTRUCTION. CODES RULES AND REGULATIONS. IF THE ' ' ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C.EDITION FOR CONTRACTOR OBSERVES THAT PORTIONS OF REGION REFERENCING ASCE-7 THE CONSTRUCTION D000MNETS ARE AT INTERIOR PARTIONS:- 5 P.S.F. PERPENDICULAR TO WALL FACE VARIANCE THEREWITH, THE CONTRACTOR - 8. PRE—ENGINEERED WOOD TRUSSES WAS DESIGNED IN ACCORDANCE .W/RESIDENTIAL F,B,C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL SHALL PROPMPTLY NOTIFY THE DESIGNER IN PRIOR TO FABRICATION. L49 WRITING WAND THE NECESARY CHANGES SHALL 7. LUMBER GRADE SHALL BE: IBE INITIATED AND ACCOMPLISHED BY APPROPRIATE A. HEADER, COLUMNS, BEAMS ##2 S.Y.P. F OVERBUILT FRAMING FB-1500 PSI MODIFICATION, B. WALLS, BLOCKING, MISC. ##2 SPF 2.' DIMESIONS PRECEDENCE OVER DRAWINGS. C. SILL PLATES ##S,Y.P. P.T. - ,TAKE DO NOT SCALE DRAWINGS TO DETERMINE ANY 8• 9. A NAILS SHALL BE COMMON WIRE 'NAILS UNLESS NOTED OTHERWISE. ALL CHECK ALL DIMENSIONS .WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED '-'- ' LOCATIONS, IF ANY DISCREPANCIES OCCUR, 10. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 3' NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. EXCLUDED ARE FINISHES," NON—STRUCTURAL ITEMS, MISC, PARTS OVERHEAD 6 DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS, 7 5,, . A W CONTACT ` WITH MASONRY CONCRETE 3 ALL WOOD 1N CO - 8 L. OR STEEL' SHALL BE; PRESSURE TREATED. 4. ALL PRODUCTS'AMD MATERIALS SHALL BE APPLIED I DETAIL AND/OR INSTALLED IN ACCORDANCE' WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. 5. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. 6.'THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED . THE 140 MPH WIND LOAD REQUIREMENTS DET IL REINF .PLAN A � OF THE FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL AP SPLICE CONT FTG 2017 6th EDITION L a0 ,,,;• 7. CONTRACTOR SHALL- 8E RESPONSIBLE .FOR ALL N.T.S• , GENERAL NOTES WATER PROOFING. C S CORNERS BARS--,,,,,: 1.1 2017 FLORIDA RESIDENTIAL BUILD ING CODE 6th ED. F • 1 2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE W/ LAP- 30 .. 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS ANDOTHER STRUCTURES ,. .. CORNE R SHALL ,., • :. ;: 2 CONCRETE. . GENERAL NOTES— L ADSBE SAME SIZE & QTY ` 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: AS FTG REINF - 3500 PSI 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT_ ROOF. LIVE LOAD — 20 LBS.PSF .. : 2.1:2. PRE -CAST W/PRESTRESS REINFORCEMENT 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN _FIELD 2500 PSI FLOOR LIVE LOAD 60 LBS. PSF ,. 22 REINFO RCING BARS. 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615(GRADE 60 " p 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). IT LAN DETAIL CORNERS 2.3 PRESTRESS STRANDS ASTM A416 7 WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. BAR LAP SPLICE CONT FTG ;° 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: ACI MASONRY ASSOCIATION-AND530. 3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI. t ' - 3.3 MORTAR SHALL BE TYPE S OR M. I:. 4 STRUCTURAL: y;.l. 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 811 WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA RESIDENTIAL BUILDING CODE CONVENTIONAL FRAMING SPANS MAX SPAN 24"O.C. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o.c. 14'9" max span 2x4 12"o•c. 9'3" max span 2x12 12"o.c. 23'4" max span 2x6 16"o.c. 13'5" max span 2x4 16"o.c. 8'7" max span 2x12 16"o.c. 20'2" max span 2x6 24"o.c. 11'9" max span 2x4 24"o:c, 7'3" max span 2x12 24"o.c. 16'6" max span 2x8 12"o,c. 19'6" max span 2x6 12"o.c. 14'9" max span 2x10 12"o.c. 19'11" max span 2x8 16"o,c, 17'9" max upon 2x6 16"o.c. 12'11" max span 2x10 16"o.c. 17'3" max span 2x8 24"o.c, 13'2" max span 2x6 24"o.c, 10'6" max span 200 24"o,c, 14'1" max span 200 12"o.c, 24'10" max span 2x8 12"o,c. 197' max span 200 16"o.c. 22'1" max span 2x8 16"o.c. 16'7" max span 2x10 24"o.c. 18'1" max span 2x8 24"o.c. 13'7" max span 202 12"o.c. 26'0" max span 200 12"o.c: 22'9" max span 202 16"o.c. 26'0" max span 200 16"o:c. 19'9" max span 202 24"o.0, 21'4" max span 1 200 24"o,c, 16'1" max span NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS PSF-DEAD LOAD SCALE: 11 N.T.S. - A M M m r— e% r% - 150 ART LANE 1Ow20=30=300=021 O I tl:v 1 c 'r ,I it,;i' , � a KZ, l I l / ✓ — :r.I�r^.. „'' iiV.wa7hlA IIA,E. 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BUILT APPROX. 198Q 5 A4 EXISTING ELEVATIONS AND`AUX. 3D VIEWS 6 S1 STRUCTURAL DETAIL SHEET TPLOT C 1 Cl PLAN (CIVIL) � ® (C � AREA TABULATIONS •' ` EXISTING LIVING AREA 631 EXISTING STORAGE AREA 78 x TOTAL AREA 709 USE OF STRUCTURE AUX, CONCRETE STRUCTURE USED AS "MOTHER IN LAW SUITE", ATTACHED'REAR SHED USED FOR SRORAGE BUILT APPROX.1980 _ -. _� �rc s -. � � — —. _-- F � -� i- � ., i �--."__. ... �� ,.. .. � . 1 . :� .' ,;. �., r :. � .. . . 1 � .. i; �. } >, r S f i ., ��. � �! i .. r. v. , �t ��'- .9 �. - �. -- �?� .. \, � ., �. - .. �. !� r '.. .. :� ��". '. � ,' n�t:�; , �: '� -' / _I , �i _ :- i �: ,a i "'n .z ,araa; rv, ., .. .:+6�, i �-., 2.�; , ,,,..44w Y . �wi�lx��.lm�x.,,.0 �v;.,� ,, a. -onu,..:,., s �, ;,. ,� � � ;;.� ., ;, — >, w•�, � i � "n � �. -.i - � ,, �� . �: �� t �� ,: � i .. ,�. �.:� ;. ;. r . -. � �, .,. '�� I ;. — ��n c � _— ,� j �., ., �- .� �. �i y, im ,�, ,� _ i �, ,, :i; a , � I 10-20-30-300-0210-0000 EXISTING P.T. 2 X 6 RAFTERS EXISTING 2X4 BLOCKING 15/32" PLYWOOD ; 24" O. C. TYP. 2 X 4 FRAME WALL i AT BRACE LOCATIONS ROOF SHEATHING STUDS 16" 0. C. SEE ZONE CHART DTL #8 2X4 OUTL OOKER @ 24 O.C. it 9 9 _• (MAX. 24 O,H,) W/ A34 @ 24 O.C. — EXISTING -7/16" OSB W/ 19/32„ T-111 P.T. 4 X 4 POST 16d's6"0C / EMBEDDED 36" °r= 2X4 WIND BRACE 0 RIDGE TYP. BOTH SIDES & AT 8 FT O/C TO 3rd TRUSS H EXISTING A A H= 0 TO 4 FT N0 2X REQUIRED _ _ P.T. 2 X 6 JOIST H = 4FT TO 10FT- 2X4 REQUIRED c ;, H = 10FT -14*-3�� , FT 2X6 REQUIRED O 'G EXISTING KING 0) 0 1/2" LAP SIDEING 4 META16 @ 24. O/C OR 1/4 X 3„ GALV. LAG BOLTS 16" O/C TYP. 3 PLACES xi k .: • 2X PT BOTTOM PLATE EXISTING --�` 2 X 6 LEDGER PLATE i TAPCONED TO CONC. WALL i 2x4 96" O/C DOUBLE LINTEL W/ (1) - -,. FASTENED TO 1/2 DRYWALL 5 BAR IN EA. COURSE + TOP OF BOTTOM „ SDS PRECAST OR LINTEL CHORDS WITH 1/2 A,B, @ 48 0 ETAIL MAY BE SUBSTITUTED (2) 16d PER TRUSS FOR DOUBLE LINTEL AS REQUIRED) 1-STORY CMU GABLE END EXISTING FLAT CEILING 2 X 6 LEDGER PLATE N.T.S. _. ........ EXISTING REAR STORAGE RM. ROOF FRAMING PLAN 1/4"= 1' 0" tf i I STORAGE Il�tim::�:) ASPHALT SHINGLES t,a, ..�_ml Cfr_Irrw4n #15 FELT BASE SHEET_" 12 -�,pt r; a .+ Lo cy `V\A i 26DN 4044 H 40, 4DH II �s rr�._..., -..__,_..._ � ":^\.,,(^�. ., ., ,` \/ 1,i _., J. \ . �... ' . •. 1 _ _......... .. ..""; - ._.___. _. -.--, . i",`.\.' r♦, /�eJ-... J ♦ 7-'`,Y r.. . / �.!.� �` r r ;C, 1 6 \ ;t\ l t CE X ;' 8'-1 > ;, 57 I �81 �I E CISTIN _ D .t VIDIN - A WALLI k, .., �,.. µe 68 I R , ' Y, `.�`J C ., " x 61 rift a A! ILK! 10 4 BAT $ ' m ....... I \ :. . _... .� TI > 1 \ ��' �: J -6 x k I �. ' J I \',I I I � ti, , .I - I i. i 1 I *X: . v ,�� z .' 2624C7 1 /2 EAT. GR. PL GALV. M ET'L 4 PITCH DRIP W/ 1 X2 P T. NAILER ' R-30 INSULATION 2X8 WD, ;I FASCIA . M#5 CONT. PRE-FI N Ali !ALUM. SOi T 1/2 DRYWALL & TEXT, 41 SIMPSON H2.5 ° IX2 FURR STRIPS 1/2" DRYWALL 8" LINTEL BLOCK (FILLED) EXISTING 2'-0' OH. RIDGE LINE PRE -CAST LINTE ALUM. WINDOW SEE FLR./ELEV FOR DES, PRE -CAST SILL MARBLE SILL 411 CONC. SLAB 6 MIL VIS VAPOR BARRIER . 8" CMU W AS (T YP.) TY . O - - - TERMITE TREATED FILL ; z I ICI I —I 1I- - - CHAIR .BLOCK --- --1AAIII=1 GRADE \I a lul lul EXISTING All CONCRETE FLOOR. TYP, 0-4- FIN. FLOOR ."a. •w^�: ..'%'.'I /."'""r"`•' ;.,-rrr-'.-�: Y: r,' .r•�,,r.. -- ++-'-n,... -r:",'. ""e-.7r""s'n' :. _._x:_',iT q•. .. , _ IL�•}1 ,.i.. '.: ��U.,� _.: _I_Tk„!, ^9� yyfwka�[ iiF _ a Cj(�: T(r..Y C...,s..l ys ' � .,TwsU,_w ._' y —B.s,. �-waT.3W.j��..f.�...: ij�WC � _ a.. t� .. �� .I :1.�,,.� . lu ;..[ �.f _,,.. ' 1._.i I n:. ';d .�. Ii• s@...��,,,..a �.�f . Wf .L. TfT.,. -T1�--..T,t�� .�. U l1�: _ _-_ -__ _W-M —0 YY f ii n EXISTING GRADE TRANSISTION EXISTING FRONT ELEVATION (NORTH) _ _ . w w. ;z. ,_. i ._; _� EXISTING AREA CONC. 1/4»=1,-0111 STEM WALL �;CONCr EXISTING X I N G SIDE ELEVATION(NORTH) M WALLH/W HEATER ENCLOSURE E IST TE -1-0 1/4 EXISTING SIDE ELEVATION SOUTH 1/4 EXISTING SINK5 SIDE (NORTH) r EXISTING / '! EXISTING EXISTING SIDE SOUTH ASPHALT SHINGLE „ �' � �✓�''� t ' � 5 V' P ALV STORAGE ROOM \ 11 \ ROOF ..... , .. :.. METAL ROOF EXISTING .�� AIRHANDLER REAR WEST EXISTING B AKER BOX �; J \ J' J� , \ _\ EXISTING \ 1 \ .'\ 1,A/C COMP. EXISTING;; 6'.. >✓ +r FLOUR. LIGHT C EXISTING A/C COMP. f' EXISTING D r CONCRETE BLOCK STRUCTURE / ! Oov X♦ •. w • ! FRONT ,. .,\. EXISTING , 4 CONCRETE FLOOR / EXISTING /J ,,'.,• CONCRETE BLOCK EXISTING r/ STRUCTURE g • SHOWER (CORNER TYPE R 1 SIDE NORTH / ( ) EXISTING EXISTING EXISTING FRONT EXISTING STORAGE AREA H/W HEATER ENCLOSURE SINK GRADE TRANSISTION :,, EXISTING n \ _ tV _ AREA BREAKER BOX .. • /\ SIDE (SOUTH) EXISTING NG �. v EXISTI A/C COMP. --_ EXISTING REAR ELEVATION(WEST) AIR HANDLER � I EBATHROOM XISTING - -- _�•..., `--_ �`- » » 1 4 =1-0 :�-� �:-_ . r r - _ f- -.FRONT EXISTING s SHOWER EXISTING CORNER TYPE) SINK —~�--- --- - - _- " c Bring Visions To Life EXISTING + Office Phone: 305 280- 07 STORAGE ROOM �-'�'" ''__ ` `=-_ =1-�: �,�;, - � ) �� EXISTING Email: 1lifefriend mail.com BATHROOM lifefriend@gmail.com --"-STRUCTURE 3D OF EXIST. ,J HN NDPLAN O A EUGENE PRESTERA REAR WEST _- - N.T,S. .150 ART LANE ADDRESS. SANFORD FL 32771 • REVISION AND DATE ITEM CHAD LINN P.E. LIC. # 57524 DATE: 05/28/2018 SCALE: PAG E P.O. BOX 140024 +' SIDE (SOUTH) ® ORLANDO, FL. 32€314 ' @HONE.407-252—Fi433 A4 19 PARCEL#: 10-20-30-300-0210-0000 SE ' MW DBL 2x4 TOP PLATE NOTES: SIMPSON SP4 _ T 1, FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING •� PRECAST GENERAL NOTES: ES PRESSURE, SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR \ LINTELS BY QUALITY I 1 `E CAST REVIEW PRIOR TO FOUNDATION POUR, 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH RES. F.B.C. RESIDENTIAL 1, CONTRACTOR IS TO ASCERTAIN THAT ALL SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT PRECAST LINTEL FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. DBL2X6 HEADER �� CONSTRUCTION SHALL BE IN COMPLIANCE WITH 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX. QQ QQ - /� ALL APPLICABLE BUILDING CODES AND LOCAL AGGREGATE. W/1/2 PLYWOOD (y XV f FILLED AND UNFILLED) RESTRICTIONS AND THAT THE CONSTRUCTION 4. REINFORCING STEEL: ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE BETWEEN SIMPSON ST18 @ EA. END OF 2x4 STUDS @ 16" HDR O.C. TYP HEADER DETAIL N.T.S. 30" LAP DOCUMENTS ARE IN ACCORDANCE WITH GRADE 40. APPLICABLE LAWS, STATUES, ORDINANCES, 5. DESIGN LOADS: IN ACCORDANCE WITH FLORIDA RESIDENTIAL BUILDING CODE AT TIME OF CONSTRUCTION. CODES, RULES, AND REGULATIONS. IF THE ROOF LIVE LOAD: 20 P.S.F. CONTRACTOR OBSERVES THAT PORTIONS OF WIND LOADS: IN ACCORDANCE W/ F.B.C. EDITION FOR REGION REFERENCING ASCE-7 THE CONSTRUCTION DOCUMEETS ARE AT INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE VARIANCE THEREWITH, THE CONTRACTOR 6. PRE-ENGINEERED WOOD TRUSSES WAS DESIGNED IN ACCORDANCE W/RESIDENTIAL F.B,C. SHALL PROPMPTLYNOTIFY THE DESIGNER IN TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. Uf' WRITING AND THE NECESARY CHANGES SHALL 7. LUMBER GRADE SHALL BE: Lr�loo BE INITIATED AND ACCOMPLISHED BY APPROPRIATE A. HEADER, COLUMNS, BEAMS #2 S.Y.P. (1 MODIFICATION OVERBUILTFRAMINGF8 1500 PSI B. MISC. #SP 2. DIMESIONS TAKE PRECEDENCE OVER DRAWINGS, C. SILL PLATES #S.Y.P, P.T, DO NOT SCALE DRAWINGS TO DETERMINE ANY 8. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. 9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 3 LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 10. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED, ARE FINISHES, NON—STRUCTURAL ITEMS, MISC. PARTS OVERHEAD E� DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS, 78� 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. DETAIL "A" 4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED AND/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS, 5. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. Q. THIS STRUCTURE HAS BEEN DESIGNED TO MEET _.._.. _.... - -- - ...__ ....._ .. .........._... PLAN DETAIL REINF OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL BE 2". ALL OF THE FLORIDA RESIDENTIAL BUILDING CODE, KITCHEN WILL BE AUTOVENT. 2 CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR LAP SPLICE @ CONT FTG 2017 6th EDITION RESIDENTIAL ACCESS. IN N0 CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER N.T.S, GENERA►L NOTES WATER PROOFING. DRAIN PAST A TUB/OR SHOWER USING SAME UPSTREAM VENT. BATH VENTS TO TERMINATE THROUGH ROOF VENTS OR SOFFIT 3' MIN, FROM WINDOW AND DOOR OPENINGS, 1) CODES: CORNERS BARS 1.1 2017 FLORIDA RESIDENTIAL BUILDING CODE, 6th ED. --,,,, ?I W/ 30" LAP I.1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ' 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CORNER BARS SHALL BE SAME SIZE & QTY 2) CONCRETE: GENERAL NOTES —LOADS AS FTG REINF 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI ROOF LIVE LOAD = 20 LBS.PSF 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT 5000 PSI FLOOR LIVE LOAD — 60 LBS. PSF . is = .2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS; 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). PLAN DETAIL @ CORNERS 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. BAR LAP SPLICE @ CO N T FTG 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. N.T.S. 3) MASONRY: '� MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI. $.3 MORTAR SHALL BE TYPE S OR M. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" i (WITH A MINIMUM ACCEPTABLE BEARING OF 4") PER FLORIDA RESIDENTIAL BUILDING CODE Total Allowable Superimposed Load - Pounds Per Linear Foot Mark o. Nominal Clear Span Totalo Lintel Size 1 No Steel Filled (1 5 r L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 - L13 L-14 L-15 L-16 P.S. L-17 P.S. L-18 P.S. L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. 212" 218" 32" 410" 416" 512" 612" TO" 8011 91211 11II '2" 1210" 1218" 13'4" 14'0" 1610" 1810" 1818" 20'8" 22'8" 1 3161[ 410" 41611 64" 610" 616" T6" 814" 94 06" 16" 2" 13'4" 14'0" 14'8" 15'4" 174" 19'4" 20'0" 21'4" 24'0" 183 687 i208P 521 406 376 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. CONVENTIONAL FRAMING SPANS MAX SPAN 24"O.C. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6.12"o.c. 14'9" max span 2x4 12"o.c. 9'3" max span 202 12"o.c. 23'4" max span 2x6 16"o.c. 13'5" max span 2x4 16"o.c. 8'7" max span 202 16"o.c. 20'2" max span 2x6 24"o.c. 11'9" max span 2x4 24"o.c, 7'3" max span 202 24"o.c. 16'6" max span 2x8 12"o.c. 19'6" max span 2x6 12"o.c. 14'9" max span 2x10 12"o.c. 19'11" max span 2x8 16"o.c. 17'9" max span 2x6 16"o,c. 12' 11 " max span 2x 10 16"o.c. 17'3" max span 2x8 24"o.c. 13'2" max span 2x6 24"o.c. 10'6" max span 2x10 24"o.c. 14'1" max span 200 12"o.c. 24'10" max span 2x8 12"o.c. 19'2" max span 200 16"o.c. 22'1" max span 2x8 16"o.c. 16'7" max span 200 24"o.c. 18'1" max span 2x8 24"o.c, 13'7" max span 2x12 12"o.c. 26'0" max span 2x10 12"o.c, 22'9" max span 202 16"o.c. 26'0" max span 2x10 16"o.c. 19'9" max span 2x12 24"o.c. 21'4" max span 200 24"o,c. 16'1" max span NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF—LIVE LOADS 10 PSF—DEAD LOAD W/4»(4X T�PCONS LINTEL 2X8 RAFTER CORRECTION FOR MISSED SIMPSON ETA 22 LINTEL STRAP DETAIL N.T.S. II 2X8 RAFTER M E T 1 #5 CONT. "We Bring To Visions e" If f Office Phone: (305) 280-5507 Email: 1 lifefriend@gmail.com TYP. TRUSS BEARING DETAIL _ CONIC. BLOCK TIE BEAM PLAN FOR: JOHN AND EUGENE PRESTERA L U.U. H 1 IIV 1 Gr\IUr-\ -)Ur- I D. N HI LJ H ._- ' SCALE: N.T.S. AD D R. ESS:150 ART LANE SANFORD FL 32771 REVISION AND DATE ITEM ® 4 DATE: o i2si2o1 g ��:AI F• P,ar, �' CHAD LIMN P.E. LIC. # 5752