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Home My WebLink About150 Art Ln 18-2515 (a) RemodelAUA,'UUINUK]t I Imo' I KUL; I UKk USEU A6 "MU I HER IN LAW SUITE" ATTACHED REAR, SHED USED FOR SRORAGE . BUILT APPROX.1980 ENGINEER OF RECORD STATEMENT (ENGINEER OF RECORD) CHADD LINN HAVE PERSONALLY INSPECTED THE STRUCTURE AND VERIFY THAT THE _ STRUCTURE C URE WAS BUILT TOEE M T THE CODE IN EFFECT AT THE TIME -' - EI T WAS - CONST D n RIJCTIE ,AND DO CERTIFY BY SIGN AND SEAL OF THESE AS BUILT n RECORD DRAWINGS. NCS. BUILT APPROX.1980 N M VE, T "We Bring Vision's To Li " Office Phone: hens. 305 280-5507 $ 5507.. i Email: 11ifefriend9 mail. com PLAN FO ° JOHN AND EUGENE P - s RESTER/ 50 ART LANE I. �D R ' SSA�. SANFO R® FL 32%71 DATE: .05/28/2018 SCALE:` PAGE: PARCEL#.10-20-30-300-0210- 0000 C -S , OF W 741 FT OF S 492.92 FT VI UNITY MAP OF GOVT LOT 3 NO. SHEET INDEX I CS COVER SHEET C a IVI�IION � I T N. ,S. SCOPE OF WORK I 'f r r, r Al _ EXISTING FLOOR FLAN I .:.x 3 AZ i "AS BUILT/ RECORD DRAWINGS" OF CONCRETE AUX. / -42 ": :PLAN DETACHED BUILDING AND ATTACHED REAR SHED CONCRETE , r; „-GpFYF y ',. J°or � •, ;' ' I i f, "Y,i'?t i' i; ' A3. EXISTING TRUSS PLAN ' I I . t•„ a �„ ,I a., ,z• r !I I',:.i A'/' ,:' :^• ,,(.. ''� ', i'. {hP'c'1n! I LI �'' AU THORII f rO VIOLATE, CANCEL, ALTER OR SET , - ,. ;tis.- �...r,eu r en • ) q I BUILT APPROX.1980 5 I Fi { ad ! .; d,F,.. �� t ,,:. 5„ S �Y %r i �t:.� 1,111• rl .. EXISTING ELEVATIONS AND AUX. 3D VIEWS 6 S1 STRUCTURAL DETAIL SHEET I II_.. ... J,,: Y , ,..,.. �b`”a6,✓vikd1NU,�nD,.Xa)rrr;l,.,;,�.Y 1.. ;.,, , , �:, x I�_, qg 7 C1 Ir. .,. ,., . rr :,o ;I: ..;?„ i I,(lti'' , TABULATIONS AREA TBU EXISTING LIVING AREA 631 "#A,a.,w:w;;t»Gcu:nwJapWuaWW�s+u'�anaa�'^��""��Mµ�� . 1 7 �._ ,:' _ .,1 \ ✓ ?-: la ;j :r� ,y r ..l (.%'C' 45i r i ,Y; wWULAI0 4r{ l I REQUIRING QUI INCa A CORRECTION OF ERRORS IN PLANS ; ./ C W� '-r" .°'l iG�CZ f Q t Lavf're r `, -f ( 'F'♦-frF TOTAL AREA 709 I r I ,, Pd ,�.', ,, I I I5o.✓. G , "� J t k E r rll f,.CN Yt v' S MBOL I a �VILU/NG, � �' I � f.: i�E - I ✓: �7,i 1 - � 't � , , fflrl Ln 11P J 1A I Y.)I t f �I ,,�✓� 3 ' , ^ . _ j� I r ( ,�I {�f 4:Ci4i�1/� ar Iti P�rL I3 - r✓I +" � 7r,— �\r abJoalFn 1 SECTION NUMBER J rl d iC't�Ir Ilf� o Ccp G '� �I'.�'F�»'✓/'/ t�nrre �/ e�JI I x�%uvv.XJLWk4kwWr,Y tYdi hY�x5+-r}' ✓ I me 'WZ�tlNm66�GAhlL,ib,,W�INVk'e•� • .xY..at,waa'+> v45.,Ykr u}s..e✓.r„w.u+: +xvw t,. - -� -�- 2� 7J C,6 1 CftW':''i(h clll.4r`, S o(I Y,�ct ' LAKEMARY BLVD RIrrO "I I r4 I .. r I ¢ � � '!i � Of] IL r �°lJ (I> ri E,h' � `'4r j,..� f �. l !.... r L Lsrte:• 3 /+( l,rr,r,r ._. ✓[f. liefii(it ,. p ) PAGE NUMBER ! �n jw. b t P 1 I I('l,k IGiIt ,I _ � ` .�. I J• �ihF,l„ i1clr� P),I ( , r _..-- +'IftE I•rf '..I f Ir:, p IT DIRECT OF SECTION � � ... - / I�� I rl # -25 i8 1 �I y P. I II YrI�'.;r Y I r✓f•a , Cr �! ua' It rill }rr 0, f'-_ ._. ._ . ;; ... ��ar�a tri F !' r f. ITEM H LIP4�N P.E. LIQ`., #57524 H/ "fill ,. I.0BO AUA,'UUINUK]t I Imo' I KUL; I UKk USEU A6 "MU I HER IN LAW SUITE" ATTACHED REAR, SHED USED FOR SRORAGE . BUILT APPROX.1980 ENGINEER OF RECORD STATEMENT (ENGINEER OF RECORD) CHADD LINN HAVE PERSONALLY INSPECTED THE STRUCTURE AND VERIFY THAT THE _ STRUCTURE C URE WAS BUILT TOEE M T THE CODE IN EFFECT AT THE TIME -' - EI T WAS - CONST D n RIJCTIE ,AND DO CERTIFY BY SIGN AND SEAL OF THESE AS BUILT n RECORD DRAWINGS. NCS. BUILT APPROX.1980 N M VE, T "We Bring Vision's To Li " Office Phone: hens. 305 280-5507 $ 5507.. i Email: 11ifefriend9 mail. com PLAN FO ° JOHN AND EUGENE P - s RESTER/ 50 ART LANE I. �D R ' SSA�. SANFO R® FL 32%71 DATE: .05/28/2018 SCALE:` PAGE: PARCEL#.10-20-30-300-0210- 0000 C -S , OF W 741 FT OF S 492.92 FT VI UNITY MAP OF GOVT LOT 3 NO. SHEET INDEX CS COVER SHEET C a IVI�IION T N. ,S. SCOPE OF WORK 2 Al _ EXISTING FLOOR FLAN I A PERMIT 1SaUcDSHALL , 81 CONSTRUED T O BEA 3 AZ EXISTING FOUNDATION G "AS BUILT/ RECORD DRAWINGS" OF CONCRETE AUX. :PLAN DETACHED BUILDING AND ATTACHED REAR SHED CONCRETE , 4 A3. EXISTING TRUSS PLAN ' FLOOR BLOC WALLS K AND N PRE-ENGINEERED WOOD TRUSSES, SHED (WOOD FRAMED) FOR CODE INFORCEMENT COMPLIANCE. AU THORII f rO VIOLATE, CANCEL, ALTER OR SET BUILT APPROX.1980 5 A4 EXISTING ELEVATIONS AND AUX. 3D VIEWS 6 S1 STRUCTURAL DETAIL SHEET 7 C1 PLOT PLAN (CIVIL) ) TABULATIONS AREA TBU EXISTING LIVING AREA 631 REQUIRING QUI INCa A CORRECTION OF ERRORS IN PLANS ; EXISTING STORAGE AREA 78 TOTAL AREA 709 AUA,'UUINUK]t I Imo' I KUL; I UKk USEU A6 "MU I HER IN LAW SUITE" ATTACHED REAR, SHED USED FOR SRORAGE . BUILT APPROX.1980 ENGINEER OF RECORD STATEMENT (ENGINEER OF RECORD) CHADD LINN HAVE PERSONALLY INSPECTED THE STRUCTURE AND VERIFY THAT THE _ STRUCTURE C URE WAS BUILT TOEE M T THE CODE IN EFFECT AT THE TIME -' - EI T WAS - CONST D n RIJCTIE ,AND DO CERTIFY BY SIGN AND SEAL OF THESE AS BUILT n RECORD DRAWINGS. NCS. BUILT APPROX.1980 N M VE, T "We Bring Vision's To Li " Office Phone: hens. 305 280-5507 $ 5507.. i Email: 11ifefriend9 mail. com PLAN FO ° JOHN AND EUGENE P - s RESTER/ 50 ART LANE I. �D R ' SSA�. SANFO R® FL 32%71 DATE: .05/28/2018 SCALE:` PAGE: PARCEL#.10-20-30-300-0210- 0000 C -S , VI UNITY MAP ,...IC , , C a IVI�IION T N. ,S. A PERMIT 1SaUcDSHALL , 81 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 CODESNOR I SMALL ISSUANE OF A PER,NIIT PREVENT FHE BUILDING OFFICIAf' F - RUM THEREAFTER REQUIRING QUI INCa A CORRECTION OF ERRORS IN PLANS ; , ' I CONSTRUCTION OR VIOLATIONS Or- I 0 � THIS DUDE ` r t E r S MBOL I a �VILU/NG, S ANFORD, 1 SECTION NUMBER o Ccp G t. S .._-._.-' PAGE NUMBER ! DIRECT OF SECTION # -25 i8 1 �I , REVISION AND DATE ITEM H LIP4�N P.E. LIQ`., #57524 ,. I.0BO 0ORLANDO, FL, 32814 PHONE: 407-252-6433 SE : jy t. t as I Y - - AUA,'UUINUK]t I Imo' I KUL; I UKk USEU A6 "MU I HER IN LAW SUITE" ATTACHED REAR, SHED USED FOR SRORAGE . BUILT APPROX.1980 ENGINEER OF RECORD STATEMENT (ENGINEER OF RECORD) CHADD LINN HAVE PERSONALLY INSPECTED THE STRUCTURE AND VERIFY THAT THE _ STRUCTURE C URE WAS BUILT TOEE M T THE CODE IN EFFECT AT THE TIME -' - EI T WAS - CONST D n RIJCTIE ,AND DO CERTIFY BY SIGN AND SEAL OF THESE AS BUILT n RECORD DRAWINGS. NCS. BUILT APPROX.1980 N M VE, T "We Bring Vision's To Li " Office Phone: hens. 305 280-5507 $ 5507.. i Email: 11ifefriend9 mail. com PLAN FO ° JOHN AND EUGENE P - s RESTER/ 50 ART LANE I. �D R ' SSA�. SANFO R® FL 32%71 DATE: .05/28/2018 SCALE:` 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 16"D FOOTER I I , 281-111 W(2) #5 REBARS TYP. 1� I to g 4 CONCRETE SLAG MIN. 2500 P.S.I. W/ N •. - 6x6 10/10 WIRE MESH OR W/ FIBER MESH) _ i ; I . I - I APO BARRIER ON CLEAN OVER 6M 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 e , 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 10 -------------------------- : 291-6" -- 4_ 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 ST RA PLAN FOR: _ 1 ART LANE , 50ADDRESS: S FO D 3 AN R FL 2771 . � : REVISION AND DATE ON ITEM T CHAD LINK P.E. LI 57524 C C# ..,..DATE. 05/28/2018 s �2 SCALE. PAGE. P.O. BOX 140024 0 :. ® ORLANDO, FL 32814 R A2 - e PHONE: 407-252-6433 PARCEL#: 10-20-30-300-0210-0000 r � SFEAL , i1 1 YJ } N 22 DH r 40441 H 22 DH 40441 H 404, MH Ib b r` LA x f9 j D VIDING WALL : 04 I clxs > 111 A/ .x j91. » BAT c MCRI qFC i I' -711 -' �•._l1' .__>1._..... ..�_:'�_i- _.yam._ '_'�`. ___.. _-_,. 2624D 60W r' EXISTING _ AIKTIANDLER (fie' \\� , ► �� • ��. �ii.�-�—ni� � +—r.�-.�. —�.�� -- ��'.'�.' .�� i... r �u a � IBX 'A' r • ��rr rr.�r+w.—�•ri. —r•w• � �� EXISTING BREAKER BOX --_= in ---- .. /C COMP EXISTING \ , .LIGHT r \. FLOUR , r , TYP. ,, •\ `\ y y .....,, r / EXISTING A/C COMP. : 11 EXISTING \ \`\ \ `\ CONCRETE BLOCK y STRUCTURE \ ~\. \. FRONT J EXISTING \, 4 CONCRETE FLOOR EXISTING C � ; TYP. CONCRETE BLOCK / EXISTING STRUCTURE .. , / SHOWER (CORNER TYPE) [�T N >� SIDE NORTH EXISTING EXISTING S R ONT _ EXISTING F ^ E STORAGE AREA H/W HEATER ENCLOSURE , SINK ' EXISTING !-- GRADE TRANSISTION - - - EXISTING TIN _ . f . I AREABREAKER BOX __ EXISTINGSIDE(SOUTH EXISTING A/C COMP. EXISTING REAR : ' ELEVATION(WEST) r— I. I D _ AIR HANDLER _ II I EXISTING G R M _ BATH 00 I�: k r FRONT' - - __ - WWI _: -_ __= rM EXISTING - - -- --_ SMnEE SHOWER EXISTING CORNER TYPE SINK Bring.Visions To La e EXISTING _- r-- Office Phone. 305 280-5507 STORAGE ROOM -r �_r-~'------ _ EXISTING BATHROOM Email: 1lifefnendn mail.com _r 3D OF EXIST. STRUCTURE PLAN FOR, JOHN AND EUGENE PRESTERA REAR(WEST)�-- - a _ t NTS • 50 ART. LANE ADDRESS,: . ,1 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) ORLANDO, FL. 32814 ONE.407-252-6433 .' PN - - - A4 PARCEL#. 10 20 30 � 300 0210 0000 �SAL 0 c s, Total Allowable Superimposed Load - Pounds Per Linear Foot Marko. NominalTotal Clear S an Lintel - Size o f Filled No Steel (1r5 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 21811 31211 41011 41611 :.: 51211 61211 11 0 81011 91211 10'0" 111211 121011 121811 131411 14'0" 16'0" -18'0" 181811 201811 22'8" 316" 41011 A 1611 51411 5'10" 61611 71611 84" �� 9 4 10'6" 11'4" 12'6" 13'4" " 14'0" 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" 7845 7 „_,_ ...COR a • 2x4 24"o:c, 7'3" max span 2045 2571 722 2167 ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. ' EDITION FOR 1.1 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th ED: 2x8 16"o,c, 17'9" max upon 1 1128 CORNERS BARS--,,,,,• 749 931 2x10 24"o,c, 14'1" max span b4b 76U 491 687 THE CONSTRUCTION D000MNETS ARE AT F 1 2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE INTERIOR PARTIONS:- 5 P.S.F. PERPENDICULAR TO WALL FACE `11111 237 Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. VARIANCE THEREWITK, THE CONTRACTOR - S. PRE—ENGINEERED WOOD TRUSSES WAS DESIGNED IN ACCORDANCE .W/RESIDENTIAL F,B,C. • .. 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR - 2x12 24"o.0, 21'4" max span TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS PP T -- - — DBL O 2x4 T LAE i SHALL PROPMPTLY NOTIFY THE DESIGNER IN NOTES: BUILDINGS ANDOTHER STRUCTURES ,. .. L49 WRITING WAND THE NECESARY CHANGES SHALL SIMPSON SP4 LUMBER GRADE SHALL BE: G 1 FOUNDATION DESIGN BASED 0N 2000 P.S .F MINIMUM ALLOWABLE BEARING PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR RGENERALNOTES: INITIATED AND ACCOMPLISHED BY APPROPRIATE ., A. HEADER, COLUMNS, BEAMS ##2 S.Y.P, ..,,,., x ,.RE EL � BY QUALITY PRECAST— T T T . VIE W PRIOR TO FOUNDATION POUR, • 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: MODIFICATION, B. WALLS, BLOCKING, MISC. ##2 SPF . ,.: .LIN - TE WORK SHALL BE IN ACCORDANCE WITH RES,' F.B.C. RESIDENTIAL 2. ALL CONCRETE C. SILL PLATES - ##S,Y.P. P. T, ,. ,,. •: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI ROOF LIVE LOAD_ 20 LBS.PSF ,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 '-'- ' :,. + . .: •., „ _ PRECAST, INTEL E L T ASCERTAIN THAT ALL 1 CONTRACTOR (S 0 ASCER . CO SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT TI OR CONC. OUR. FABRICATION ON P FOR APPROVAL PRIOR TO B _ - 0 SI 2.1:2. PRE -CAST REINFORCEMENT 500 P .- 3' DESIGNER AT ONCE OR CLARIFICATION. NOTIFY THE DES G ER F EXCLUDED ARE FINISHES," NON—STRUCTURAL ITEMS, MISC, PARTS OVERHEAD 6 _ •. 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 / / 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS, 7 5,, — -� . •• 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 TI MAY 1 RA 60 EXCEPT STIRRUPS ES BE 4. REINFORCING STEEL, ASTM A6 5, GRADE - 8 OR STEEL' SHALL BE; PRESSURE TREATED. 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 GRADE 60). " :? GRADE 40 NVEN NAL FRAMING SPANS Total Allowable Superimposed Load - Pounds Per Linear Foot Marko. NominalTotal Clear S an Lintel - Size o f Filled No Steel (1r5 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 21811 31211 41011 41611 :.: 51211 61211 11 0 81011 91211 10'0" 111211 121011 121811 131411 14'0" 16'0" -18'0" 181811 201811 22'8" 316" 41011 A 1611 51411 5'10" 61611 71611 84" �� 9 4 10'6" 11'4" 12'6" 13'4" " 14'0" 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" 7845 7 „_,_ ...COR 3686 2x4 24"o:c, 7'3" max span 2045 2571 722 2167 ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. ' EDITION FOR 1.1 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th ED: 2x8 16"o,c, 17'9" max upon 989 1236 1128 CORNERS BARS--,,,,,• 749 931 2x10 24"o,c, 14'1" max span b4b 76U 491 687 THE CONSTRUCTION D000MNETS ARE AT F 1 2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE INTERIOR PARTIONS:- 5 P.S.F. PERPENDICULAR TO WALL FACE `11111 237 Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. 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 DETAIL REINF .PLAN A � OF THE FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL AP SPLICE CONT FTG 2017 6th EDITION L a0 RESPONSIBLE .FOR ALL ,,,;• 7. CONTRACTOR SHALL- 8E N.T.S• , GENERAL NOTES WATER PROOFING. DOCUMENTS ARE IN ACCORDANCE WITH RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o.c. 14'9" max span C S APPLICABLE LAWS, STATUES, ORDINANCES, 5, DESIGN LOADS: IN ACCORDANCE WITH FLORIDA RESIDENTIAL BUILDING CODE AT TIME OF CONSTRUCTION. ...COR 2x6 24"o.c. 11'9" max span 2x4 24"o:c, 7'3" max span CODES RULES AND REGULATIONS. IF THE ' ' 2x8 12"o,c. 19'6" max span ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. ' EDITION FOR 1.1 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th ED: 2x8 16"o,c, 17'9" max upon 2x6 16"o.c. 12'11" max span CONTRACTOR OBSERVES THAT PORTIONS OF CORNERS BARS--,,,,,• REGION REFERENCING ASCE-7 2x10 24"o,c, 14'1" max span 2x10 12"o.c, 24'10" max span 2x8 12"o,c. 19'2" max span THE CONSTRUCTION D000MNETS ARE AT F 1 2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE INTERIOR PARTIONS:- 5 P.S.F. PERPENDICULAR TO WALL FACE 2x10 24"o.c. 18'1" max span W/ LAP 30 VARIANCE THEREWITK, THE CONTRACTOR - S. PRE—ENGINEERED WOOD TRUSSES WAS DESIGNED IN ACCORDANCE .W/RESIDENTIAL F,B,C. • .. 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR - 2x12 24"o.0, 21'4" max span TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS SHALL PROPMPTLY NOTIFY THE DESIGNER IN PRIOR TO FABRICATION. BUILDINGS ANDOTHER STRUCTURES ,. .. L49 WRITING WAND THE NECESARY CHANGES SHALL 7. LUMBER GRADE SHALL BE: IBE INITIATED AND ACCOMPLISHED BY APPROPRIATE 2 CONCRETE. . A. HEADER, COLUMNS, BEAMS ##2 S.Y.P, FOVERBUILT FRAMING FB -1500 PSI 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: MODIFICATION, B. WALLS, BLOCKING, MISC. ##2 SPF 2.' DIMESIONS PRECEDENCE OVER DRAWINGS, C. SILL PLATES - ##S,Y.P. P. T, ,. ,,. •: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI ROOF LIVE LOAD_ 20 LBS.PSF ,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 _ - 0 SI 2.1:2. PRE -CAST REINFORCEMENT 500 P FLOOR LIVE LOAD 60 LBS. PSF 3' DESIGNER AT ONCE OR CLARIFICATION. NOTIFY THE DES G ER F 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 1N CONTACT ` WITH MASONRY CONCRETE 3 ALL WOOD CO - 8 OR STEEL' SHALL BE; PRESSURE TREATED. 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 GRADE 60). " 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 DETAIL REINF .PLAN A � OF THE FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL AP SPLICE CONT FTG 2017 6th EDITION L a0 RESPONSIBLE .FOR ALL ,,,;• 7. CONTRACTOR SHALL- 8E N.T.S• , GENERAL NOTES WATER PROOFING. PLAN , 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A ( ). IT LAN DETAIL @ CORNERS 2.3 PRESTRESS STRANDS ASTM A416 7 WIRE /� p 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 PSL 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 CO TIO MAX SPAN 24"O.C. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o.c. 14'9" max span C S 2x12 12"o.c. 23'4" max span 2x6 16"o.c. 13'5" max span 2x4 16"o.c. 8'7" max span ...COR 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 1.1 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th ED: 2x8 16"o,c, 17'9" max upon 2x6 16"o.c. 12'11" max span 2x10 16"o.c. 17'3" max span CORNERS BARS--,,,,,• 2x6 24"o.c, 10'6" max span 2x10 24"o,c, 14'1" max span 2x10 12"o.c, 24'10" max span 2x8 12"o,c. 19'2" max span F 1 2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 2x8 16"o,0. 16'7" max span 2x10 24"o.c. 18'1" max span W/ LAP 30 2x12 12"o.c. 26'0" max span 2x10 12"o.c: 22'9" max span • .. 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR - 2x12 24"o.0, 21'4" max span 2x10 24"o,c, 16'1" max span NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS BUILDINGS ANDOTHER STRUCTURES ,. .. CORNER SHALL 2 CONCRETE. . GENERAL NOTES— L ADSBE SAME SIZE &QTY 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 .. : _ - 0 SI 2.1:2. PRE -CAST REINFORCEMENT 500 P FLOOR LIVE LOAD 60 LBS. PSF '<. ED IN _FIELD 250 0 PSI 2.1.3. CONCRETE FI ( ) ,. 22 REINFORCING BARS. 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 GRADE 60). " :? 615 GRADE 40 NVEN NAL FRAMING SPANS • PLAN , 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A ( ). IT LAN DETAIL @ CORNERS 2.3 PRESTRESS STRANDS ASTM A416 7 WIRE /� p 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 PSL 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 PSF-DEAD LOAD SCALE: 11 N.T.S.__._ A M M m r— e% r% - 150 ART LANE CO TIO 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 2x10 24"o,c, 14'1" 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,0. 16'7" max span 2x10 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 2x12 16"o.c. 26'0" max span 2x10 16"o:c. 19'9" max span 2x12 24"o.0, 21'4" max span 2x10 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 0000 I OF W 741 FT OF S 492.92 FT tl:v OF GOVT LOT 3 1 c SHEET INDEX 1 CS COVER SHEET 'r ,I SCOPE OF WORK it,;i' , Al EXISTINGFLOOR KLAN � a 3 A2 KZ, l "AS BUILT / RECORD DRAWINGS" OF CONCRETE AUX. DETACHED BUILDING AND ATTACHED REAR SHED, CONCRETE I l/ ✓ — :r.I�r^.. „'' iiV.wa7hlA IIA, E. FLOOR, BLOCK WALLS AND PRE-ENGINEERED WOOD TRUSSES, Yl'r(,'(rC,' � ._�' fi - 1 --^ru >s b+ s ii%' .•1 / `ti \ N I h�,(itlWI_It1, t` _,. ce; ,,, ;t' i3n 1 � ✓ ''^", c,, ', A3 EXISTING TRUSS PLAN r:N •,. -.., . „'- m.,. ,,..., .. ,.;• ,,{.,1:I fl I }s)'»' a. [ i�:' nt vi}. lA�tc.; \t� I' ..,::. l 1. (JF . '.' ;'� ,^ '• �"C ' A„ v..:.l�..,. \ cA d� ra �L BUILT APPROX. 198Q 5 /. r 'k.. r t j ✓✓ I Iv'' PA.gN. : EXISTING ELEVATIONS AND`AUX. 3D VIEWS .� ., ' �,.. ,, •r,A e; r.+ ,., adzrwu' 1,34 .,, .• ., .lJfl,. : S1 STRUCTURAL DETAIL SHEET .. ,- .: ,,.✓� „- .! .. /., 1 _:f ., ;tis -... ,:: . - ,.swu' TCl1 .1 ^1" AREA TABULATIONS •' ` i._:.1- tlk.' '.:r '•✓ ?+ ;r\) dn. .1-....,;.. Ut.. �., l., ll�:. �'� l {? '.... ,1 / / ! .°,%C _ EXISTING LIVING AREA 631 61a � I l t'r'- - - t r ;i.f � �c<? 1.. raj •a, ` t,l y : r tk'a�" 1 _c,. � /�!l:, I � F I. .w.. .. .. ,. It -•\:'i. ji_� t M1 -:+V' 5i7h1 ,e-, rr<.i (,j �'� �`,� 1_.k:... 1r 4 ,_.l: "., 7 ,..::. t -'+d:" ii" -I '. .��I{/'t .u'R \1h. :� .`..{ •,,✓,' Jl rt:'•I TOTAL AREA 709 USE OF STRUCTURE rh \Y};, , , Ytii d7Pr tr ; r R.r� T b I .111141 ' � N., � � .•,81.(S (t'1, til �.� l Ill P: eGI I a cut !r rta t 12n9ws �� E ,Nl! J 11J iyllY (' `•1 ,. �.� 7 try �J f BUILT APPROX.1980 e;` 1 t :i .,, / !'I_t �f k _..:,i �I \ .-k X :,,.k ( I•` (fll l(\ (l' / _ YIIJ .l&-iN 12l,cr �F k ,i J{. y,/ �'.csl t`i " ,` :,.'. \ ,•u"u4r{«k%k'il'2G/uxuti/urva)"/�nb'/{4:auv,'k7Yhc �4,4{.6{✓;r:� I- "-h_ , .�..� „ 1 .»:. w».��,h ...... t, i r. Ir; I ,;.5 ' - ''� /� -� ?., h r\ Y � .;• �° y. A ` ' r 1 C . u E :..-� ..{, I _ ': ,., �:) t 4.a1:,.. a".,.I ♦',It I. ,a I'r t r)1? � � '- � r \� ..,. , „ W{14k•�"'.N�'c�'3 \\ I J r /�\ nz�,r"rza„,a:i»,xuxas�awa.',aurr''J�uemr. ,uu..sa.«;wdxu.,r..«,.w m bj lr:E:L lr i r MARY BLVD � 'LAKEN``MA , I��t R A a Eq ,k , a c � - WO --'I I: k' J.,•".. � ;!'` - /.w �. ':"1.; �:.ain, In i. 'dlU ;� •,,,.r:, : ... r .. Vk re. .., F '. ,,. �::5 I ,i r,J ;: ., ,..,l.. � '.� :. . _.. .. '1 `� ' ✓ -.t r J' .!• '4\ yf/�. rk:.- / •t• - \✓ n;,yV;V :l ry 4'),!, y`'-j.9i Ap✓ y r i.• t...\ •' Ifs - •1, ,n y''lv .t_...._'. ':" �F:,.�.._.1.�.. �rIG`rs '\ I�I .j /. f,r� \ r. .,�;• N ,-.,,J. r. fddM}'Cu�' r'� S TE f 1 41 r 1 ;,:.,, r. v �. l r, • ,.Y'�:.,a . � Lk: ...., . ,« 3x ' � , .il. I, �. 'r, 1. ;, 1 Y". J/ (h' x 1 t' L.�.,.,- 'N L, )�1.r (`I. I:Z �\ I � � ,u�� '� I'/`� t[%. L—�� rcl fl(-•f�i�N( Lvl r - q 11 3 �), '5J, ( iV ]r \, rh' l J .. OF W 741 FT OF S 492.92 FT OF GOVT LOT 3 NO. SHEET INDEX 1 CS COVER SHEET SCOPE OF WORK Z Al EXISTINGFLOOR KLAN 3 A2 EXISTING FO N DAT I WN PLAN "AS BUILT / RECORD DRAWINGS" OF CONCRETE AUX. DETACHED BUILDING AND ATTACHED REAR SHED, CONCRETE FLOOR, BLOCK WALLS AND PRE-ENGINEERED WOOD TRUSSES, 4 A3 EXISTING TRUSS PLAN SHED (WOOD FRAMED) FOR CODE INFORCEMENT COMPLIANCE. BUILT APPROX. 198Q 5 A4 EXISTING ELEVATIONS AND`AUX. 3D VIEWS 6 S1 STRUCTURAL DETAIL SHEET TCl1 PLOT PLAN CIVIL 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; �, .,. '�� I ;. — �. } >, _ r S f i ., ,a ��. � �! i .. r. v, �t ��'- .9 �. - �. -- �?� .. \, � ., �. - .. �. !� r '.. .. :� ��". '. � ,' n�t:�; , "'n .z ,arca; rv, ., .. .:+6�, i �-., 2.�; , ,,,..44w Y . �wi�lx��.lm�x.,,.0 �v;.,� ,, i. -onu,..:,., s �, ;,. ,� � � ;;.� ., ;, — >, w•�, � i � "n � �. -.i - � ,, �� : �� . �: '� �� t' �� ,: � i .. ,�. �.:� -' / _I , �, .,. '�� I ;. — �i _ :- i �: ,a i "'n .z ,arca; rv, ., .. .:+6�, i �-., 2.�; , ,,,..44w Y . �wi�lx��.lm�x.,,.0 �v;.,� ,, i. -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 0/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 0/C OR 1/4 X 3„ GALV. LAG BOLTS 16” 0/C TYP. 3 PLACES xi k .: • 2X PT BOTTOM PLATE EXISTING --�` 2 X 6 LEDGER PLATE i TAPCONED TO CONC. WALL i 2x4 96" 0/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 1/4 EXT. GR. PL GALV. M ET'L 4 PITCH DRIP W/ 1X2 PJ. 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) EXISTING2'-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 (TYP.) TY . O - - - TERMITE TREATED FILL 1I- - - CHAIR .BLOCK --- --1AAIII=1 GRADE \I `V\A i r; 26DN x .+ 4044 H 40. 4DH II �s rr�._..., -..__,_..._ � ":^\.,,(^�. ., ., ,` \/ 1,i _., J. \ . �... Lo _ _......... .. ..""; - ._.___. _. cy i",`.\.' r♦, /�eJ-... J ♦ 7-'`,Y r.. . / �.!.� �` r r ;C, 1 6 \ 1/4 EXT. GR. PL GALV. M ET'L 4 PITCH DRIP W/ 1X2 PJ. 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) EXISTING2'-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 (TYP.) TY . O - - - TERMITE TREATED FILL 1I- - - CHAIR .BLOCK --- --1AAIII=1 GRADE \I `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 > ;, x<1 57 I X81 �I E CISTIN _ D .t VIDIN - A WALLI X, .., �,.. µe 68 I R , ' Y, `.�`J C ., " x 61 rift a 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;,�� 7, ^, . ,., I z .' 262407 1/4 EXT. GR. PL GALV. M ET'L 4 PITCH DRIP W/ 1X2 PJ. 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) EXISTING2'-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 (TYP.) TY . O - - - TERMITE TREATED FILL 1I- - - CHAIR .BLOCK --- --1AAIII=1 GRADE \I lul lul EXISTING All CONCRETE FLOOR TYP u, o' o° 0-0„ FIN. FLOOR i` --:.-,—.-p. -.,.-,..;--•,,.---:. .:..-.-:,-:.-. ;..;,.,w•:-.,�; „--,,.-; ; ,--•. ..,,-„-; FIN. FLOOR ••av' J.. .,. .a .....:i.i ._ a•. [' .. ,. L! 1I.0 . , .:1. ..d is ..,y.. L f.,. '1 -:.,t, .. i.tF:-: ' .Is.:- .:aF:;. L'-, .,.tet, :.,., •..J• ,, . _ :..i.?s.....:,.;,, ._fir � -._.. , 1 y. __!'_., F .,... �•.. ...� rr ' - 1 .. F tr �,� Ip.., �r�.kr+t�.h + rcr--lit Ilr�artgl , �.L �„-i ,I�. nd. ,x._ ,. .._,j �91 _EXISTING .... r�GRADE TRANSISTION �l: ELEVATION TON(NORTH)_f �r - _ - AREA � . _ �� , EXISTLNG FRONT E A I �i� _ Tib ;- � W'-- EXISTING CONC.r�;._ � - ��r .� � .:� - _ _ STEM WALL EXISTING 1 /4 1 0 CONC• EXISTING EXISTING SIDE ELEVATION (NORTH)H/WHEATERENc�osuRE ',.STEM WALL 1 4 —1-0 / 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 J , ROOF 11 �. - .... , .. :.. .�, �\ J ;. i METAL ROOF EXISTING TING REAR WEST - ,•. EXISTING f , :/ ,. �'� \'��•``♦' Bk— AKER BOX ,�;'r! ✓”; , /i ,,.� :�.\ \';\ \ \\,\, ,. ; "`=• EXISTING ' � ♦ �:\ _ A/C COMP, EXISTING FLOUR. LIGHTTYP. 1 : i ., .% EXISTING A/C COMP. -I \, a. EXISTING : ,,, ,\•\..,�. , ^, , \ \\. , ,, \ � J /, . �I, CONCRETE BLOC \, 19 F0 STRUCTURE : lor . ,t , `, •`rte\., ., ,,, ,, ,. ,., , Jr, \ FRONT , / / EXISTING , , r, / %/ f 4” CONCRETE FLOOR \ .. EXISTING 1 � CONCRETE BLOCK TYP. EXISTING STRUCTURE SHOWER NORTH SIDE � (CORNER TYPE) ., Q ,� ,J , .' N J: D �' (NORTH) j EXISTING EXISTING EXISTING FRONT EXISTING STORAGE AREA H/W HEATER ENCLOSURE SINK -�� GRADE TRANSISTION EXISTING r - - AREA s-- BREAKER BOX / : , ': Pte--- �G—' �� .. • (SOUTH) /\, SIDE (S ) .,; . - � EXISTING EXISTING v A/C COMP. EXISTING REAR ELEVATION(WEST) :;• - '�='=�-'="�_- - ' -. AIR HANDLER � I ( EXISTING`--_ » , 1 4 =1—Q BATHROOM : r FRONT EXISTING SVMET SHOWER EXISTING CORNER TYPE) SINK " c Bring Visions To Life EXISTING Office Phone: 305 280- 07 STORAGE ROOM '�' ''` `=_ =1;, ) �� EXISTING Email: 1 lifefriend@gmail.com BATHROOM �g --= --"- 3D OF EXISTSTRUCTURE PLAN FOR: JOHN AND EUGENE PRESTERA REAR(WEST)_- - NwT,S..150 ART LANE ADDRESS. SANFORD FL 32771 REVISION AND DATE ITEM CHAD LINN P.E. LIC. # 57524 DATE: 05/28/2018 SCALE: PAGE: P.O. BOX 140024 +' SIDE (SOUTH) ® ORLANDO, FL. 32€314 ' PHONE: 407-252-6433 A4 19 PARCEL#: 10-20-30-300-0210-0000 ,Al SEA% a lul lul EXISTING All CONCRETE FLOOR TYP u, o' o° 0-0„ FIN. FLOOR i` --:.-,—.-p. -.,.-,..;--•,,.---:. .:..-.-:,-:.-. ;..;,.,w•:-.,�; „--,,.-; ; ,--•. ..,,-„-; FIN. FLOOR ••av' J.. .,. .a .....:i.i ._ a•. [' .. ,. L! 1I.0 . , .:1. ..d is ..,y.. L f.,. '1 -:.,t, .. i.tF:-: ' .Is.:- .:aF:;. L'-, .,.tet, :.,., •..J• ,, . _ :..i.?s.....:,.;,, ._fir � -._.. , 1 y. __!'_., F .,... �•.. ...� rr ' - 1 .. 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SANFORD FL 32771 REVISION AND DATE ITEM CHAD LINN P.E. LIC. # 57524 DATE: 05/28/2018 SCALE: PAGE: P.O. BOX 140024 +' SIDE (SOUTH) ® ORLANDO, FL. 32€314 ' PHONE: 407-252-6433 A4 19 PARCEL#: 10-20-30-300-0210-0000 ,Al SEA% DBL 2x4 TOP PLATE NOTES: SIMPSON SP4 _ T GENERAL NOTES: ES" 1, FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE, SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR \ LINTELS /� `('�/ PRECAST QUAL 11 CAST REVIEW PRIOR TO FOUNDATION POUR, L7 1 1 11 `E 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH RES. F.B.C. RESIDENTIAL PRECAST, LINTEL 1, CONTRACTOR IS TO ASCERTAIN THAT ALL SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT 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. W/1/2 PLYWOOD �� - n (8 X8 FRILLED AND UNFILLED) ALL APPLICABLE BUILDING CODES AND LOCAL AGGREGATE. RESTRICTIONS AND THAT THE CONSTRUCTION 4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE BETWEENTotal Allowable Superimposed Load - Pounds Per Linear Foot DOCUMENTS ARE IN ACCORDANCE WITH GRADE 40. SIMPSON STIR Mark No. Nominal Total0 1 Filled APPLICABLE LAWS, STATUES, ORDINANCES, 5. DESIGN LOADS: IN ACCORDANCE WITH FLORIDA RESIDENTIAL BUILDING CODE AT TIME OF CONSTRUCTION. @ EA. END OF ! ` Clear Lintel No Steel (1 5 CODES, RULES, AND REGULATIONS. IF THE ROOF LIVE LOAD: 20 P.S.F. 4 '� 2X STUDS @ 16 HDR - Span Size A CONTRACTOR OBSERVES THAT PORTIONS OF WIND LOADS: IN ACCORDANCE W/ F.B.C. EDITION FOR REGION REFERENCING ASCE-7 O.C. - THE CONSTRUCTION DOCUMNETS ARE AT INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE _ L-2 22,„ 36,„ VARIANCE THEREWITH, THE CONTRACTOR 6. PRE-ENGINEERED WOOD TRUSSES WAS DESIGNED IN ACCORDANCE W/RESIDENTIAL F.B,C. L-3 L-4 218" 3'2" 4'0" 4161' a` .^ SHALL PROPMPTLY NOTIFY THE DESIGNER IN TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION, L-5 4'0" 5'4" WRITING AND THE NECESARY CHANGES SHALL 7. LUMBER GRADE SHALL BE: L-6 416"610" L�Ioo ai BE INITIATED AND ACCOMPLISHED BY APPROPRIATE A. HEADER, COLUMNS, BEAMS #2 S.Y.P. L-% 5.2.. 6'6" 1722 2167B. � MODIFICATION. OVERBUILT FRAMING FB -1500 PSI WALLS, BLOCKING, MISC. #2 SPF L-8 61211 T6" 2. DIMESIONS TAKE PRECEDENCE OVER DRAWINGS. C. SILL PLATES #S.Y.P, P. T. " = - TO" 81411"1304 DO NOT SCALE DRAWINGS TO DETERMINE ANY 8. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. L-10 0 8011 91411 9, CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED -j��/ HEADER P EAD E R DETAIL -1 1 " 16w 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 1 1 1 1 L-12 101011 104" E� L-13 1112" 12'6" DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. N.T.S. L-14 12'0" 13'4" 5„ 3, ALL WOOD IN CONTACT WITH MASONRY, CONCRETE 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS, L-15 12'8" 14'0" 78 OR STEEL SHALL BE PRESSURE TREATED. L-16 P.S. 13,411 14'8" 548 760 30" LAP :, : L-17 P.S. L-18 P.S. 14'0" 16'0" 15'4" 1T4" 687 d20F8 DETAIL "A" 4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED PLUMBING S ZE NOTES L-19 P.S. „ 18 0 , " 19'4w 406 AND/OR INSTALLED IN ACCORDANCE WITH THE L-20 P.S. 1818" 20'0" 376 MANUFACTURERS PUBLISHED SPECIFICATIONS, L-21 P.S. L-22 P.S. 20'8" 22'8" 214" 24'0" 302ALL 5. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK MAIN DRAIN LINES TO BEA MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE „ OR FACE STUD AND ARE NOMINAL UNLESS MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH Note: (P.S.) represent precast lintels prestressed using OTHERWISE INDICATED. CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOWER WILL HAVE A MINIMUM (2) 7/16" Diameter Prestressing Strands. VENT SIZE OF 2" THRU ROOF. EACH HOUSE WILL HAVE (1) 3" MAIN VENT THRU ROOF. 6. THIS STRUCTURE HAS BEEN DESIGNED TO MEET A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE 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 N. T. S, `' /� GEIVEfV-'1L 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER 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: 1.1 2017 FLORIDA RESIDENTIAL BUILDING CODE, 6th ED. CORNERS BARS --,,,, W/ 30" LAP ?I 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 2) CONCRETE: GENERAL NOTES -LOADS BE SAME SIZE & QTY 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 .'e. i s . 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI - FLOOR LIVE LOAD - 60 LBS. PSF 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). CONVENTIONAL FRAMING SPANS C� PLAN DETAIL @ CORNERS 2.3 PRESTRESS STRANDS ASTM A416 7 WIRE MAX SPAN 24°o.c. BAR LAP SPLICE @ CONT FTG 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2xs 12"o.c. 14'9" max Spon 2x4 12"o,c. 9'3" max span 2x12 12"o.c. 23'4~ max span B 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2x6 16"o.c. 13'5" max span 2x4 16"o.c. 8'7" max span 202 16"o.c, 20'2" max span N.T.S. 3) MASONRY: 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 MASONRY ASSOCIATION AND ACI 530. 2x8 16"o.c. 17'9" max span 2x6 16"o,c. 12'11" max span 2x,0 16"o.c. 17'3" max span 3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSL 2x8 24"o.c. 13'2" max span 2x6 24"o.c. 10'6" max span 2x10 24"o.c. 14'1" max span 3.3 MORTAR SHALL BE TYPE S OR M. 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 ' 4) STRUCTURAL: 200 24"o.c. 18'1" max span 2x8 24"o.c, 13'7" max span 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" 2x12 12"o.c. 26'0" max span 2x10 12"o.c, 22'9" max span A MINIMUM ACCEPTABLE BEARING „ (WITH U CCE R NG OF 4 )PER FLORIDA 2x12 16"o.c. 26'0" max span 2x10 16"o.c. 19'9" max span RESIDENTIAL BUILDING CODE 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 LLOADS10 PSF-DEAD CONNECTOR SCHEDULE MODEL # FASTENERS UPLIFT(133) CAPACITY SP -1 6-10d 4-10d 585 SP -2 6-10d 6-10d 890 SP -4 6-10dx1 735 W/,,(4) Tf PCONS X /4 2 MTS12 14-10dx1 1000 MTS20 14-10dx, 1000 LSTA12 10-10d 755 LSTA24 18-10d 1295 LINTEL LSTA30 22-10d 1670 ' 1•MSTA36 96-10d 1715 LSTA36- 2X8 RAFTER CORRECTION FOR MISSED 26-10d1995 I truss) , 365 1 x' _ �y,lrns, x SIMPSON ETA 22 LINTEL STRAP DETAIL - N.T.S. 1 A33 4-10d 2635 ,. AR 144- fid }rLha1+ _ 9_2II ARI 166 19-1 NAILING �.- R -Rd - I - - :.:. 2X8 RAFTER : M E T A 4" ROOF &END GABLE. 8d RING SHANK NAILS T O.C. -AT SUPPORTED PANEL - .. 1 #5 CONT. EDGES OF 7/16 MIN, APA RATED OSB PLYWOOD W/8d NAILS A 35_-ISAI Mr2T )d 3655 �� We Bring Visions To Life" AT 6" O.C. AT INTERIOR SUPPORTS. LGT17,95 - - I sinkers _ - Office Phone: (305) 280-5507 WALL SHEATHING: 8d NAILS AT 6" O,C. AT SUPPORTED PANEL _MHHA _-r�k1885 71) TYP. TRUSS BEARING DETAIL Email: 1 lifefriend@gmail.com EDGES OF 1/2" APA RATED OSB PLYWOOD W/8d ATR is all threaded rod CONC, BLOCK TIE BEAM PLAN FOR: JOHN AND EUGENE PRESTERA „ NAILS AT 12 O.C. AT INTERIOR SUPPORTS. _ SCALE: N.T.S. .150 ART LANE ADDRESS. SANFORD FL 32771 REVISION AND DATE ITEM ® CHAD LIMN P.E. LIC. # 5752 4 ' DATE. 05/28/2018 RC.AI F• PA(;�•