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HomeMy WebLinkAbout610 E 5 St 16-1658 PlansHOUSE LIVING AREA: 1048.50 SQ.FT. COVERED ENTRY 57.50 SQ.FT. TOTAL: 1106.00 SQ.FT SITE AREA: 3802.5 SQ. FT. TOTAL IMPERVIOUS AREA:= 0.42% OTAL PERVIOUS AREA:= 0.58% 2 STREET, VIEW NOT TO SCALE BATHROOMS: 2 TOTAL UNDER ROOF: 1106.00 SQ.FT SIDEWALKS/DRIVEWAYS: 502.75 SQ.FT STORIES: 1 BUILDING CLASSIFICATION 'RK TYPE OF CONSTRUCTION: TYPE VB� PROPOSE 18' . 2' PA VFR SIDEWALK ' WIDE DRI VZEWA Y 0. h I a EIVC O ao 4 r ®® N90.00'0 w : 3.00' 4 12ri ... :_ 1 5f SIDEWALK.. OF PA VEMENT 5TH STREET (66' RICHT—OF— WAY MID TH) SITE PLAN S('.AI F- 1" = 1n, 0 5. 10, 20' -I — Z) X 0 RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER `t -'l - It, DATE SANFORD BUILDING DIVISION A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR.SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection Issued S89 27'33*E 53.00' COVER SHEET & GENERAL INFO A0.0 COVER SHEET ❑ FOUNDATION PLAN S1.0 FOUNDATION El 3, 802.5 Sq Ft ^ ROOF FRAMING �; 0.087 ACRES PLANS 4.7' ❑ ELEVATIONS A2.0 EXTERIOR ELEVATIONS El 5.31x---------15'8SL A5.0 DETAILS ....... ------------------------------.-..-..------------------ -- - --�. _ — - 17.02' A5.1 DETAILS ----------- El SPECIFICATIONS A6.0SPECIFICATIONS El 94 ELECTRICAL SHEETS / E] 41 h A A \ / / , ,` A/C PROPOSED ONE 4 kc) STOR YRESIDENCE o PROAOSED FINISH 0.6' FLOOR ELEhATION WILL 8E<16" ABOVE\CROWN EI�j�C OF\5TH STREET •� ` 17.13' �< 5.16' 4.4 PROPOSE 18' . 2' PA VFR SIDEWALK ' WIDE DRI VZEWA Y 0. h I a EIVC O ao 4 r ®® N90.00'0 w : 3.00' 4 12ri ... :_ 1 5f SIDEWALK.. OF PA VEMENT 5TH STREET (66' RICHT—OF— WAY MID TH) SITE PLAN S('.AI F- 1" = 1n, 0 5. 10, 20' -I — Z) X 0 RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER `t -'l - It, DATE SANFORD BUILDING DIVISION A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR.SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection IMS ROBERT F. SONBERG SEMINOLE COUNTY ARCHITECT ^^ COVER SHEET RECONSTRUCTION PROJECT 113 Bent Tree Drive No:' 26foi�i2o16 Palm Beach Gardens FI. 33418 610 E. 5TH STREET Y Ii—' �Y,� _ _ DFL RIDA 2771 rr' °° ��� 3� PH: (561) 691 9277 CELL. (561)460-563 s°F ��0 � �"-'1-)-A0* - sl: 6 SANFOR O 3 tt , ° r u i—,c RnMAr,hi —1 i9 P IP,fs\11 t t ` • Y 6-411-19 2BR-28 7648SO.FT1Currenl Plan\i 6-411-19 2BR-28A 1048 S�.FT..oln Issued COVER SHEET & GENERAL INFO A0.0 COVER SHEET ❑ FOUNDATION PLAN S1.0 FOUNDATION El ROOF FRAMING S2.0 ROOF FRAMING❑ PLANS A1.0 FLOOR PLAN ❑ ELEVATIONS A2.0 EXTERIOR ELEVATIONS El DETAILS A5.0 DETAILS ....... ------------------------------.-..-..------------------ -- - --�. _ — - ❑ A5.1 DETAILS ----------- El SPECIFICATIONS A6.0SPECIFICATIONS El ELECTRICAL SHEETS _ E1.0 ELECTRICAL PLAN E] IMS ROBERT F. SONBERG SEMINOLE COUNTY ARCHITECT ^^ COVER SHEET RECONSTRUCTION PROJECT 113 Bent Tree Drive No:' 26foi�i2o16 Palm Beach Gardens FI. 33418 610 E. 5TH STREET Y Ii—' �Y,� _ _ DFL RIDA 2771 rr' °° ��� 3� PH: (561) 691 9277 CELL. (561)460-563 s°F ��0 � �"-'1-)-A0* - sl: 6 SANFOR O 3 tt , ° r u i—,c RnMAr,hi —1 i9 P IP,fs\11 t t ` • Y 6-411-19 2BR-28 7648SO.FT1Currenl Plan\i 6-411-19 2BR-28A 1048 S�.FT..oln C Q. I— LL 0 CO CD Q m N ry m N c>3 CL C L U_ LL C U: c ry IL C\ 0' T ci u c d O Z S C S a c IN A 1. 1 2 I R I I J � I I I I I I I I I I I I I I I I I I I I I I 1` 3 Zs I 1 S'1N PLUMBING RISER DIAGRAM NOT TO SCALE I —1 I1= 6. eL ----------------- co ------ -- --- co -- I DW I SHOWER& TUB TO HAVE TEMP. CONTROL DEVICES I I FLOOR SLAB TO BE 4" THICK 2500PSI CONCRETE WITH 6X6-10/10 W.W.F. OR I --------------- — _ I u'❑ F I I ' I II I FIBERMESH CONCRETE MIX ON 6MIL 1" DIA PVC E VAPOR BARRIER LAP CONDENSATE POL I E IFIYELEN DINTS 6" AND TAPE.. FILL TO BE CLEAN LINE FROM AIC ND COMPACTED TO (SEE I I iENGINEERING DATA) ON'rERMITE OR PERIMETER BORITE TREATED SOIL. EWH 40G N TREATMENT TO BE DONE BY A E.F .92 IN Q FL.LICENSED EXTERMINATOR. J DRAIN PAN W/ RELIEF LINE TO OUTSIDE I 1 I I I I I I I I I I I I I I I I � I I y I I I I I I SHOWER& I TUB TO HAVE TEMP. CONTROL DEVICES I I I I I II I I 8" 'TO SEWER I I I I I I T I I I I TYP. U.O.N. tOBERT F. SONBERI ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWIFHOUT THE WRITTEN PERMISSION OF SAID ARCHI FECT. al 0 NO. 6280 r ° SEMINOLE COUNTY CONSTRUCTION PROJECT' 610 E. 5TH STREET SANFORD, FLORIDA 32771 d(l Orli" Y tl '' FOUNDATION PLAN -- SCALE" 1'-0" 0 2' a' i' ® m m r, IILL, MK DATE DESCRIPTION ® •_® ®. . FOOTING DETAIL SLAB NOTES: 4" THICK 250OPSI CONCRETE SLABAND FOUNDATION W/6x6-10/10 W.W.F. WITH SECOND LAYER 48" WIDE AT PERIMETER. SLAB TO BE POURED ON CLEAN COMPACTED FILL COMPACTED TO 2000 PSF; 95% DENSITY. ON 6 MIL POLYETHYELENE VAPOR BARRIER W/6" LAPPED AND TAPED SEAMS. SOIL TO BE TERMITE TREATED A FLORIDA LICENSED EXTERMINATOR JUST PRIOR TO APPLYING VAPOR BARRIER. CONTRACTOR TO PROVIDE STANDARD TEST BORING SERIES (1) 15' AT CENTER OF HOUSE SLAB AND (2) 10' AT FRONT AND REAR HOUSE SLAB. ANY DELETERIOUS MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN COMPACTIBLE FILL. PROJECT NOI 16-411-19 ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS I I SANFO'�O CHK'D BY: RFS --------- --------------------- r CLE /-CORNER N UUT INDICATES (3)5/8"30"X30" REINF. (2) BOTT. (1) TOP BARS (TYP.) ALL I � 11-0" 1CORNERS F��l �------------------J z I 8" 'TO SEWER I I I I I I T I I I I TYP. U.O.N. tOBERT F. SONBERI ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWIFHOUT THE WRITTEN PERMISSION OF SAID ARCHI FECT. al 0 NO. 6280 r ° SEMINOLE COUNTY CONSTRUCTION PROJECT' 610 E. 5TH STREET SANFORD, FLORIDA 32771 d(l Orli" Y tl '' FOUNDATION PLAN -- SCALE" 1'-0" 0 2' a' i' ® m m r, IILL, MK DATE DESCRIPTION ® •_® ®. . FOOTING DETAIL SLAB NOTES: 4" THICK 250OPSI CONCRETE SLABAND FOUNDATION W/6x6-10/10 W.W.F. WITH SECOND LAYER 48" WIDE AT PERIMETER. SLAB TO BE POURED ON CLEAN COMPACTED FILL COMPACTED TO 2000 PSF; 95% DENSITY. ON 6 MIL POLYETHYELENE VAPOR BARRIER W/6" LAPPED AND TAPED SEAMS. SOIL TO BE TERMITE TREATED A FLORIDA LICENSED EXTERMINATOR JUST PRIOR TO APPLYING VAPOR BARRIER. CONTRACTOR TO PROVIDE STANDARD TEST BORING SERIES (1) 15' AT CENTER OF HOUSE SLAB AND (2) 10' AT FRONT AND REAR HOUSE SLAB. ANY DELETERIOUS MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN COMPACTIBLE FILL. PROJECT NOI 16-411-19 ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS �J\�INc SANFO'�O CHK'D BY: RFS °ePAR�� PERMIT NO. #### sloo z Z D SHEET 2 OF 9 d F - LL C3 rn Co CD 0 m N ry m N Cn d' c m I c F -- LL: C'n3 VJ co CD 0 m N m N C7� V' r' i rn 0 0 n C6 U_ L U O ED a� X C B A I € I 3.49 SQ.FT. ROOF PERIMETER:= 126.91 L.F. r_m� - REQ'D AREA UPPER AND LOWER VENTS: k..,.., ,. i., k .,:, 'i_e!4RT � �i:1: PE¢r� �F_''3[; �^1 m i] �yy��SS1I:tt4;gFtyiif ris�q rta�� t ,ie ,, !¢ar : i� yyr§ P11 ns7;arF- a .,r a+ri fII, l.:.l+*P;ijmyP) ;i&'�p4;# 16@il"vE Ii:"It,.a. R :. ,,p9kE r,r. r. i`,-,.^ :.. �,i.y`j9Y'.t",,i j�.Ylla 2..�i@ �E#II� I�`k`7- y E.Liul�'S_�(*.�k"YQhW! ;js{C,l�iyy,�31 `:; f , (F'.+ l "i.::,4� _?6°+"( i2 F R 35 lGi / .::? a 9..:. i Wi 1I•�? T "a6i t t aS 3 :. MAP, !MFG CONN�EGTO LF�� a)^v 3 $7 7 1i"i"$ �,.E1 h �' i h ide. eJ a., Gi(A 1. pL FT .ON :, �=�y���1� � � �,r, .FASTENERS �n ":^_ui �i ��!� , i, °I/,,,bu, s,�sak :{#7I UNE 49.....5` a:^. 1%4 4 Yi ? :i 9N,ei is aa -:p , �3 " . •vi i!'+'{e,..A f �Y_=;3-- ."- }it�ii+Nh° i:a{=. ;a.U!JI N 7 3 itti A4MiiF4I h`x`' ,' i , ,},! , j 9. c I S 9 9" � ji5 �;�,1C 41j Ii , � ��kli`, ;;b VI i i 5 ti { .. s z y "-n. . S".x,4E81Iimai�l(1,I�r SIE111.� lL. �..iPs_ T,"�.a,5 a.a Ftil/F2 - CARA.CiTX. .�I!uli.Jh&iii;ll€ f.1 , 11, b[IcF�STRUCTURE-131410111,1N ,; ffli 'm �3a3PNT, 1 SIMPSON HETAL12 4154/1100# 1085# EMBED (10)10d x1-1/2" 2 SIMPSON MGT /// 3965# (1)-5/8x 9"L (6"EMBED) EXP. BOLT (22)10d 3 SIMPSON META 1210/1160# 1900# EMBED (14)16d 4 SIMPSON MSTA24 /// 1640# (9)10d POST (9)10d BEAM 5 SIMPSON HU410 /// 1810# (18)1/4" x 1-3/4" TITENS (10)10d 6 SIMPSON H1 485#/165# 585# (4)8d, (6)8d x 1-1/2" 7 SIMPSON LTA2 950/220 1210# EMBED (10)10d x1-1/2" 8 SIMPSON HETA16 340#/725# 1810# EMBED 9 10d x1-1/2" 4 • •6:: iT. P ,;. :'. s hf, _, NOTE: ALL MASONRY TRUSS HURRICANE TIES NOT SHOWN AND ARE MIAMI.DAU 6 ,,'d 11Ei LESS THAN 1000# UPLIFT SHALL HETAL12 T" 5fi'� s7�$CzM.`'w"I +LQ; ��imkl�i 'g mu 1 t" �i °a ��`.a,�.,: >•T.aaaa.+„s,,..a,£"` ��'.` `- a��„ ts" ,'� s�.; , ^�s:,.,. ,,,_�... n_.. _ FEW �x,_ �na�. _ NU ,� ):7?' fe�m dGiR F' i AAE '.'mnxa a ,ma sra Ir'ui AS `� � � , ,'�; ,.,,,,. u 1 - fi aS)��0 �'Lig EIn ,! s' 3e CO PO iT i E ". i rl 1{Ili,, 1 i (4i jl T in I i 1EIIS AppL�ED s, FEGRAVITY AD , SAFEU'"d��d':._fY,+.xst'irtzl�iC ':> ,�",'N „�,"�. *.41, I��i ��iiFfllr �IiBEAM DEP.T'H'fi�r GRA4TY LOAD i; i41LOAD,;!�.' _UPLIFT LOAD... '''LOAD L-1 4'-6" PRECAST 8RF141T/1B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED L-2 4'-6" PRECAST 8RF141T/1B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED L-3 T-6" PRECAST 8F12 1T/1B 400/PLF 1729/PLF 400/PLF 11661PLF 45 MITER (1) END L-4 5'-4" PRECAST BF12 1T/1B 400/PLF 2622/PLF 400/PLF 1492/PLF 45 MITER (1) END L-5 5'-4" PRECAST 81`161T/113 400/PLF 5365/PLF 400/PLF 2290/PLF L-6 5'-4" PRECAST 8F161T/1B 700/PLF 5365/PLF 700/PLF 2290/PLF L-7 2'-10" PRECAST 81`161T/1B 400/PLF 6113/PLF 400/PLF 4460/PLF L-8 4'-6" PRECAST 8F161T/1B 400/PLF 2931/PLF 400/PLF 2724/PLF L-9 T-6" PRECAST 8F161T/1B 400/PLF 2931/PLF 400/PLF 2724/PLF TERMITE: - VERY HEAVY FROST LINE: N/A DECAY: MODERATE TO SEVERE ROOF AREA: =1048 SQ.FT ROOF AREA/300 = 3.49 SQ.FT. ROOF PERIMETER:= 126.91 L.F. ,,ry!'.. ��}..4� jl REQ'D AREA UPPER AND LOWER VENTS: 1.75 SQ.FT LOWER VENTS CERTAIN TEED ALUM. VENTILATED RIPLE 4" CTR.VENT N.F.A/SQ.FT= 2 IN/SF= 1.76 SQ. FT UPPER VENTS SEMCO 6' = 165 SQ.IN NFA= 165 SQ.IN. 4' = 105 SQ.IN NFA= Q 105 SQ.IN. .IN. UPPER VENTS REQ'D = AREA/NFA:= 1.88 SQ.FT 3 5 i Yh z', ,11�i: 3' - �---vi: _ F{ i :. '+��,+� � '+ 'GI,Lr�i- " Y_....-:�:—._ � ,l�,a'�: - I ,,ry!'.. ��}..4� jl h _, s�.xa, ,r_ _ _ :..,1�_ '_�_ �>=_ =c. t3 �£''T�,•+s,�-a,-_._, , _aLa:'.�n^,.Wx a -y*' -�: . '4TS v . sdai'" P� fiSni i'43 k,�p.pl Itl�lpEl37#:�a 31�.. _F � .:.:.._+- F�w.:.a.,-, _.m :i-v'�4.'kiP4 1'. .hM4 _•, ....% `_µ'-_ Y.. 44�,'�i,-i'-'.,:''4 .SCi a '.'vimN -f�... v ...-.., :,:,�.s.- ,,-,-`iia:-.,.--_�''!$�=��'•"�6' em e..-:. _,: ..,- x �, S �i�i{Ia,S YSv74b'k` �. r?:�-:.- v . 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ROOF FRAMING PLAN SCALE: 1/4" = V-0" 0 2= 4' 8' �V\LDIiy4, SANFORD o�7'ARTSti'� #16.165 tOBERT F. SONBER ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHI rECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART W1rHOU r THE WRITTEN PERMISSION OF SAID ARCHITECT. ,,i i711i1� > O •p°, r r o NO 6280 r o �ttttttt��� SEMINOLE COUNTY RECONSTRUCTION PROJECT 610 E. 5TH STREET SANFORD, FLORIDA 32771 0 i2 0 SHEET 3 OF 9 0 Ids MK DATE i® PROJECT NO DESCRIPTION .. 16-411-19 ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS �p CHK'D BY: V RFS PERMIT NO. ### 1-1 x S2mO i2 0 SHEET 3 OF 9 0 Ids U A L/ FLOOR PLAN 1 SCALE:1/4" = 1'-0" �LDiN0 SANFORD Ri�+��c ul - ul I I J" ARCHITECT 113 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SON BERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARrWIiHOUTTHE WRITTEN PERMISSION OF SAID ARCHI FEC F. J A , c°, w NO. 62 SEMINOLE COUNTY RECONSTRUC'1 tON PROJECT 610 E. 5TH STREET SANFORD, FLORIDA 32771 0 7ELEV-WINDOW SIZE CMU R.O. TYPE / DETAILS WIND DETAILS ID QTY ID AREA FRAME ZONE IMPACT NOTES/REMARKS WID. HGT. WID x HGT MODEL HEAD JAMB SILL LOAD DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. z A 2 1 3' 5'-2" T-2" x 5'-4" SINGLE HUNG VINYL 1C 2C 3C 4 +37'9/ +41.4 NO 3B NO 1 4 3 0 / GLASS B 12'-8" T-2" 2'-10" X T-4" SINGLE VINYL 1C 2C 3C 4 +37.9/ +41.4 NO D2 1 3' 6'-8" HUNG FIBER 20.00 0'-11/2" 0'-4" 1B 2B 3B NO 1 4 +38.7/ GLASS -42.0 C 2 T-11 1/2" T-111/2" 4'-1 1/2" x 4'-1 1/2" SINGLE VINYL 1C 2C 3C 4 +37.9/ +41.4 NO HUNG A L/ FLOOR PLAN 1 SCALE:1/4" = 1'-0" �LDiN0 SANFORD Ri�+��c ul - ul I I J" ARCHITECT 113 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SON BERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARrWIiHOUTTHE WRITTEN PERMISSION OF SAID ARCHI FEC F. J A , c°, w NO. 62 SEMINOLE COUNTY RECONSTRUC'1 tON PROJECT 610 E. 5TH STREET SANFORD, FLORIDA 32771 0 _ _ - - "QTY.ELEV DOOR FRAME DETAILS ID AREA IMPACT SET ZONE WOAD NOTES/REMARKS W HT THK MA'TL GLZ WID THK HEAD JAMB SILL MK DATE :I nal PROJECT NO DESCRIPTION 1 suall 16-411-19 ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. z D1 1 3' 6-8" 0'-1 3/4" FIBER 20.00 0'-1 1/2" 0'-4" 1B 2B 3B NO 1 4 3 0 / GLASS D2 1 3' 6'-8" 0'-13/4" FIBER 20.00 0'-11/2" 0'-4" 1B 2B 3B NO 1 4 +38.7/ GLASS -42.0 D3 1 3' 6'-8" 0'-13/8" MASONITE 20.00 U-3/4" 0'-4" 1A 2A 3A D4 1 3' 6'-8" 0'-13/8" MASONITE 20.00 0'-3/4" 0'-4" 1A 2A 3A E 1i W�"2� 2'-8" 6'-8" 0'-13/8" MASONITE 17.78 U-3/4" 0'-4" 1A 2A 3A IA D6 1 2'-8" 6'-8" 0'-13/8" MASONITE 17.78 0'-3/4" 0'-4" 1A 2A 3A D7 1 4' 6'-8" 0'-11/8" LOUVER 26.67 U-3/4" 0'-2" 4D 5D 5D D8 1 2'4" 6'-8" 0'-11/8" LOUVER 15.56 0'-3/4" 0'-4" 4D 5D 5D D9 1 2'-8" 6'-8" 0'-13/8" MASONITE 17.78 0'-3/4" 0'-4" 1A 2A 3A B D10 1 2' 6'-8" 0'-1 1/8" LOUVER 13.33 0'-3/4" 0'-4" 4D 5D 5D D11 1 = 4' 6'-8" 0'-11/8" LOUVER 26.67 U-3/4" 0'-2" 4D 5D 5D D14 1 u'�r �,� - 3' 6'-8" 0' --- --- 20.00 0' 0' --- --- --- --- u4liUlil •'�'.�''- A L/ FLOOR PLAN 1 SCALE:1/4" = 1'-0" �LDiN0 SANFORD Ri�+��c ul - ul I I J" ARCHITECT 113 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SON BERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARrWIiHOUTTHE WRITTEN PERMISSION OF SAID ARCHI FEC F. J A , c°, w NO. 62 SEMINOLE COUNTY RECONSTRUC'1 tON PROJECT 610 E. 5TH STREET SANFORD, FLORIDA 32771 0 MK DATE :I nal PROJECT NO DESCRIPTION 1 suall 16-411-19 ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. z Q f -- LL d C7 co d' C)_ Q m N m N r c>3 0.. C O 7 U H- C� U7 I 00 �t 0 0 .D A (1) 4' & 6' GALV METAL OFF RIDGE VENTS 2, ,�,2 TOP OF BM 1 FLOOR SLAB +0„ NORTH ELEVATION SCALE: 1/4" = 1'-0" 0 2' 4' a' MENNI WEST ELEVATION crroi G• Iia^ = 1,-n-- 0 2' 4' s' EAST ELEVATION SCALE: 1/4" = 1'-0" 0 2' 4' 3 �7 �J V I I I L L IL V r -x I I tJ I N SCALE:1/4" 1'-D" 0 2' 4' g' #16-1658 ®■ ROBERT F. SONBER ARCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com HONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrr'rEN PERMISSION OF SAID ARCHI"FELT. /III •^ ° � �°°, -r 0.6280 �l lav V ���11.141��♦ SEMINOLE COUNTY RE, CONSTRUCT[ON PROJECT 610 E. 5TH STREET SANFORD, FLORIDA 32771 A2mO SHEET 5 OF 9 X Lil MK DATE • ® ®Or PROJECT NO DESCRIPTION . 1 1 V/ 16-411-19 z ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS CHK'D BY: RFS W PERMIT NO. ### W A" A2mO SHEET 5 OF 9 X Lil C Q, I— LL 00 It 0 Q 07 N ry m N 0) d' co (0 U H- u - 0 U) 00 0 r 1 2 3 5 3/4" BATT INSULATION (SEE 3/4" BATT INSULATION EE ENERGY CALCULATIONS FOR R -VALUE CALCULATIONS FOR R VA UE SLIDING GLASS DOC 1/2" GYPSUM WALLBOARD ON WOOD STUDS AT 24" O.0 1/2" GYPSUM WALL BOARD ON - WOOD STUDS AT 24" O.0 9 1/2" GYPSUM WALLBOARD- 1/2" GYPSUM WALL BOARD ON 1x2 PT WD. FURRING DOOR SCHEDULE) 2x4 AT HEAD AND 2x4 AT HEAD AND ON 1x2 PT WD. FURRING 16 O.C.O C Ir @LUM. THRESHOLD JAMB JAMB � - STRIPS 16" O.C. @ ?j STUCCO - - STUCCO --- 1x4 PT FURRING AT PERIMETER ^"` �- - FULL BED MASTIC �a 1x4 PT FURRING AT PERIMETER • 1X6 PT BUCK SET IN FULL BED _ _._. 1x6 PT BUCK SET IN FULL BED { / -- SEALANT AT PERIME w MASTIC MASTIC12 EXPANSION JOI' y - FILLERPA (1�� :+:o-: :::: �. PRECAST CONCRETE.. —.- LINTEL V ,:• 'q l 9.' .': ' m`,� ff i 1.0 AI fIE - - ---SHIM SPADE r v _. DOOR DOOR DOOR DOOR ."R, :.0 ---- SEALANT AT PERIMETER v .... :v. .' 4 (SEE SCHEDULE) (SEE SCHEDULE) ,. DOOR SEE DOOR ( rr�i v.• .- . . y . SCHEDULE) �, 1 DOOR (SEE DOOR - - ----SCHEDULE)- , OBERT F. SONBER RCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 S.G.D. HEAD S.G.D. JAMB S.G.D. SILL BIFOLD DR HEADFOLD DR JAMB 1 D 2D 4 D SCALE:11/2"= 1'-0" p s" z 1a' SCALE: 1 1!2"= 1'-0" . o s" 1z' 1a' 3D SCALE: 1 1/2"= V-0" 0 6" 1z" 1a' SCALE: 1 1/2"= V-0" o s" 1r' 1a' (5�PsCALE: 1 12"= 1'-0" p 6 1z" 1a" EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 >� --8x8x16 CMU LAID RUNNING BOND SINGLE/DBL HUNG WINDOW r COPYRIGHT STUCCO ;., , , •• : FILLED CELL EACH SIDE OF OPENING --WITH 1-#5 VERTICAL FILLED WITH 3000PSI COARSE GROUT 1 4 PT WD FURRING STRIP AT F / SOLID SIURFOACE SILLS SET IN FULL BED MASTIC - 1x4 PT FURRING STRIP AT OPENINGS 1/2" GYPSUM WALL BOAR ON v --------- WOOD STUDS AT 24" O.0 D 1/2" GYPSUM WALLBOARD ON -- WOOD STUDS AT 24" O.0 MATERIAL SHOWN HEREIN IS THE CUPYR GHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE R IN PART WITHOUT THE WRITTEN PERMISSION OF 0 _- x PERIMETER SEALANT} SAID ARCHITECT i I/ •-• PERIMETER SEALANT AND .. •; ; : �— BACK BEDDING OPENINGS 1x3 PT JAMB BLOCKING SET IN FULL i WITH BACKING PRECAST OR POURED 2x4 AT HEAD AND JAMB 2x4 AT JAMB HEAD AND BED MASTIC / CONCRETE SILL W/145 '•• ! • (2) COAT STUCCO � 1x3 PT WD. BLOCKING ` APPL APPLICATION 7/8" THK OVER CMU � E °F. F \ --------- SET IN FULL BED MASTIC - 1/2" GYPSUM WALLBOARD SINGLE/DBL HUNG SEALENTAT PERIMETER WITH BACKING 1/2" GYPSUM ON 1x2 PT WD. FURRING STRIPS AT 16" O.C. VERTICAL -ENERGY r BATT INSULATION (SEE CALCULATIONS FOR R -VALUE f "' DOOR (SEE DOOR ., DOOR (SEE DOOR - SCHEDULE) o ^ _ E r o NO.6280 •................._.-WINDOW(SEEWINUOW j�� SCHEDULE) � f SCHEDULE) C ° [E p.,.,.PR 4 `lllllll��� WINDHEAD WIND JAMB WIND H -J -S POCKET DR HEAD BIFOLD DR SILL 1 C 2C `� 3C SCALE: 11/2"= V-0" 0 s" 12° 18" 4C SCALE: 11/2"= V-0" 0 6^ 12" 181, �i(�' SEMINOLE COUNTY SCALE: 1 1/2"= 1'-0" o s' 1z" ta' SCALE: V-0" , o s" tz" 1s' vv SCALE: 1'1/2"= V-0" p 6 z a RECONSTRUCTION PROJECT 3/4" BATT INSULATION (SEE ------------- ENERGYCALCULATIONS 3/4" BATT INSULATION (SEE ENERGY CALCULATIONS / FOR R -VALUE SOLID CORE DOOR (SEE DOOR SCHEDULE) 610 E. 5TH STREET SANFORD, FLORIDA 32771 FOR R -VALUE YLr i 1/2" GYPSUM WALL BOARD 1/2" GYPSUM WALLBOARD -- ---- ON 1x2 PT WD. FURRING STRIPS @ 16" O.C. -- STUCCO - - - ON 1x2 PT WD. FURRING / STRIPS @ 16" O.C. -- STUCCO 1x4 PT FURRING AT PERIMETER .----ALUM. THRESHOLD SET IN FULL BED MASTIC 1/2" GYPSUM WALL BOARD ON i -- 1x4 PT FURRING AT PERIMETER 2x PT BUCK SET IN FULL BED - -- WOOD STUDS AT 24" O.0 2x PT BUCK SET IN FULL BED --- MASTIC ----- SEALANT AT PERIMETER _ MASTIC :.. BRICK MOLD AND SEALANT AT PERIMETER BRICK MOLD AND SEALANT ter. AT PERIMETER - — --- SHIM SPACE 1/2"EXPANSION JOINT 1x4 FRAME — S PACE `"' -- FILLER _ - SHIM - DOOR FRAME (SEE DOOR v DOOR FRAME & DOOR(SEE DOOR SCHEDULE) SCHEDULE) DOOR (SEE DOOR SCHEDULE) d v / v' v v . D ' v v, o. v _ s DOOR (SEE DOOR � v SCHEDULE) c EXT DR HEAD EXT DR JAMBEXT DR SILL POCKET DR JAMB POCKET DR SILL 28 3B 4 B SCALE: 11/2"= 1'-0" o s° 12° 18" SCALE: 11/2"= 1'-0" SCALE: 1 1/2"= V-0" p s" 1r' SCALE: 1 1/2"= 1'-0" 513 SCALE: 1 1/2"= T-0" 0 6" 12" 181. ia" p 6" 12" 18" p 6" 12" 18, METALANCHOR FLANGE (4) BY MANUFACTURER BOTTOM CHORD OF TRUSS EXTERIOR WALL W/1/4" x 3" TAPCONS TO CONC. TYP. (4) MK DATE DESCRIPTION 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALLBOARD ON RIGID INSULATION TO MATCH R- VALUE OF REQ'D ATTIC PLACES WD. STUDS AT 24" O.0 2x4 AT HEAD — WD. STUDS AT 24" O.0 2x4 AT JAMB BLOWN OR BATT INSULATION. (SEE ENERGY INSULATION CALcs CONDENSING UNIT was PROJECT NO 16-411-19 f DOOR (SEE DOOR /SCHEDULE) r ,I , 1}$ ,. - S= t >•�z >s,�k, ,}.r ... > > — 4" 2500# CONIC. ISSUE DATE: MAY. 5TH, 2016 `DOOR (SEE DOOR _ _ DOOR (SEE DOOR EQUIPTMENT PAD EXTEND MIN. 6" �U1L0jN� AROUND ALL SIDES ANF OF UNIT ORC DRAWN BY: RFS RFS SCHEDULE) SCHEDULE) CHK'D BY: IITMS� #tttt PLY'WD W/5/8" TYPE 'X' ASC HOLD DOWN DETAIL # 1 6 - 1 6 5 8 PERMIT NO. 1x4 TRIM GYPSUM BOARD BELOW A5mO INT DR. HEAD INT DR. JAMB INT DR.SILL ATTIC ACCESS AC ANCHORING 1ASCALE: 2A 3A 5A Ea.. 1 1/2"= 1'-0" p 6" 12" 18.1 SCALE: 1 1/2"= 1'-0" ` SCALE: 1 1/2"= 1'-0" p 6" 12" 18, 4A SCALE: 3" = 1'-0" SCALE: 1/4" = V-0" p 6,. 1z" 8, p 3, e, p„ 0 2' 4' a SHEET 6 OF 9 Q L~i.. U) 00 It CD r m N D_ CID N Q0 C (6 n C U_ I- LL C1 U7 Gb 'I CD m N D_ In CN co U 0 L rn (6 U L .Q O Ill U) CU 6.. HOOKREINF. CONT . _...-..-FROM ADJ. BOND BEAM COMPOSITE BEAM " ` ----GROUTED WITH 3000 IiCft( ,. r meq' r� PSI COARSE GROUT BRACE TOP OF BOTTOM. TRUSS CHORD/ D GALV METAL TRACK ATTACHED TO 2x4 CROSS BRACE Ar 24" O.C. OR TRUSSES W/(2) #10 S. 5. EACH TRUSS. EMBED VERTICAL REINF. 8" MIN. INTO TOP BOND 6" HOOK !� BEAMi - -` C 1 `- - - ., (1) COU RSES BOND I '! BEAM BLOCK I REINF L ----- { '. ,�----------- 1 - a" �3 }far r �t�.=r,-> �3° ,E�81fl14�#1. "+ ___ PRECAST CONCRETE --LINTEL SEE LINTEL ( SCHEDULE)` ADJ. REINF. FILLED CELL HURRICANE TRACKS ATTACHED TO HOLLOW CMU'S";ll AS PER MANUFACTURE'S SPECIFICATIONS / �' ':_ . FORMED AND POURED, PRECAST OR BOND BEAM BLOCK SILL (GROUTED) - W/145 , ;I VERT. 85 REINF IN GROUTED CELL U.O.N. ®BERT F. SONBER RCHITECT 5/8" GYPSUM CEILING W/ :I+ 113 BENT TREE DRIVE KNOCKDOWN FINISH ATTACH DIRECTLY TO BOTT. CHORD TRUSS OR CROSS BRACE, — PROVIDE 2x4 BLOCKING AT j <- -- -- -- MASONRY WALL I ', "; 7t1 ALM BEACH GARDENS FL 33418 r MAIL: rfsonberg@gmail.com 2D OPENING REINF SCALE: 1/2" = 1'-0"I U 1' 2' 4' o KITCHEN CABINET LOC'TNS. L.?, ; (j HONE: (561)691-9277 NOTE: WALLS PERPENDICULAR TO TRUSSES SIMILAR 411- =, 'I CLEANOUT REQ'D FOR /� GROUT LIFT li: ; ;I >5 -FT. ELL: (561)460-5635 0 3-5/8" 25G GALV. METAL STUDS c? b -AT 16"O.C. 1/2" DRYWALL EACH SIDE PRIMED AND PAINTED W/TEXTURED FINISH x4 TOP PLATE BAR TU BACK SPLASH R �� COUNTERTOP / ,,,,,,,,,, 2x2 COR ER l—SPREAD FOOTING r Q ES COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYj PROPERTY OF ROBERT F. SONE'AR AS SUCH SHALL NOT BE REPRODUCED IN PART WITHOUT THE WRITTEN PERMI SAID ARCHITECT. BRACKET GALVio ATTACHED HED'TO f0 CON CONC. FLOOR C WITH HELTI'DN' PINS (.145 x 1- 1/2"L@16"0.0 W/1"WASHER.) � -WOOD BASE t i 1x6 BRAC 2x4 FRAME BASE o PARTITION �CABINT S 2x4 PT 30T M PLATE k^ KICK PLATE �,,' ^� tE„o; PRS F soli o �� NO. rrr `�F� SEMINOLE COUNTY 1 C INT NON -BRIG WALL(� 2C KITCHEN COUNTER 3C HORIZ AND VERT. REINF SCALE: 3/4” = 1'-0" 0 1. 2= 3' SCALE: 1/2" = 1'-0" 0 1' 2= 4' SCALE: 1/2" = V-0" 0 1' 2' 4' RECONSTRUCTION PROJECT 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON 610 E. 5TH STREET EXTERIOR RADE OSOHEATWG TOT TRUSSES W/ 8d RING STHING W/ 301t FELT PAER HANK TAGGED PER CODE. NAIL 4" O.C. AT PERIMETER. REMAINDER OF ROOF TO BE NAILED AS END Z \ SAN FORD, FLORIDA 32771 ZONE (6" O.C.) - FIBERGLASS BATT, OR BLOWN INSULATION (SEE ENERGY _ CALCULATIONS FOR R- VALUE) \ 3004 DIMENSIONAL ARCHITECTURAL FIBERGLASS SHI EXTERIOR GRADE PLYWOOD SHEATHING W/ 30# FELT 12 _ PRE-ENGINEERED WOOD ROOF TRUSSES A 24" O.C. TYPICAL W/ APPROVED GALV TRUSS ANCHORS \ j / ------------- TRUSS ANCHORS PER CONNECTION SCHEDULE ALUMINUM SOFFIT ->PRE-ENGINEERED ELEVLT_O_BOlyD_BM-/x_8'_1" _,-.._.. / ALUMINUM METAL DRIP EDGE 1x2 P- WD. TRIM ON 2x6 PT WD. FASCIA — -- TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ i OR 10d COMMON 4" O.C. AT PERIMETER. REMAINDER 12 BE NAILED AS END ZONE (6" O.C.) FOR ROOF TRUSS CONNECTORS (SEE TRUSS CONN[ \ r/ SCHEDULE) ------PRE-ENGINEEREDROOF TRUSSES — . — . — . — . L VENTILATED ALUM. SOFFIT 8'-1" P OF BM. \ \ �l ' _--.-_-.-..- DRIP EDGE ON 1X2 PT TRIM ON 27,6 PT FACIA - 5/8" GYPSUM WALLBOARD WITH KNOCK DOWN FINISH. \ WALLS 1/2" BOTH TO COMPLIES WITH FBC-R 702.3 EL-BOiT-OE-Llh1TEL- 6,"8 ` 8x16 COMPOSITE BEAM (SEE LINTEL SCHEDULE) ~`-•----- 1x4 PT FURRING AROUND ALL OPENINGS (R4.1 MIN. INSUL.) - - --------4 II -------- SEE LINTEL SCHEDULE SEE FLOOR PLAN FOR WINDOW TYPE, SIZE, _ _ __----ANCHORING GLAZING TO BE IMPACT RESISTANT PER SELF ADHERED ----- DADE COUNTY MEMBRANE FLASHING SOLID SURFACE SILL SET IN THIN SET. TYPICAL ALL FOR ALL EXTERIOR — DOORSAND WINDOWS WINDOWS STUCCO APPLICATION OF HI -RIB FELT !I COVERED BACKED DIAMOND RIBLATH PORCH ------------ CMU BLOCK COLUMN TO BE INSTALLEDAS PER -- -------------- SEALANT AT PERIMETER AAMA 711. THE FLASHING SHALL EXTEND TO THE ---------------- ------------- POURED OR PRECAST CONCRETE SILL W/ 145 REINF. SURFACE OF EXT. WALL FINISH. I _ _ 1x2 PT. WOOD FURRING STRIPS AT 16"O.C. W/ 3/4" FOIL r I / BACKED FIBERGLASS INSULATION BETWEEN (R4.1) 8x8x16 CMU LAID RUNNING BOND WITH 7/8" THICK K STUCCO (3) COAT APPLICATION. 1/2" EXPANSION JOINT IL FOOTING (SEE FOUNDATION FOR FOOTIP FILLER A __ ------------- - II SIZE AND REINF. MK DATE DESCRIPTION WOOD BASE II I /" II 1/2" EXPANSION JOINT FILLER AT SLAB __ _- __ --------- - PERIMETER II ,, ELEV. TOP OF SLAB -;�0+00 -- �z----------� v - SLOPE GRADE FROM HOUSE FOR A. p <n L f- DRAINAGE SEE FOOTING SCHEDULE FOR SIZE v I .. _ �� AND CONFIGURATION ' G s }I\ ° v Q \ v v II '-�- • _ „ - = ----. --- / - \ !z U A�®RR I'1F � 6 � 6 5 6 PROJECT NO 16-411-19 ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. �# A5ml SHEET 7 of 9 W 1 A TYPICAL EXTERIOR WALL SCALE: 3/4" = V-0" 0 1' 2' s'SCALE: 3A PORCH COLUMN o z 3 Q F -- LL d co co d' CD Q m N m N d' (6 C L 7 U I- LL. d Tn co d- 0 r m N m N T 7 CO U O O n m m U U O m N Aj UE m m PLAN NOTES: 1) CONSTRUCTION TO BE AS PER THE "FLORIDA BUILDING CODE" 2014 5TH EDITION AND LATEST SEMINOLE COUN"fY,FLORIDA CODES AND ORDINANCES. 2) BUILDING CONTRACTOR TO COORDINATE WORK WITH ALL TRADES. 3) BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ERRORS OR OMISSIONS OR CONDITIONS DIFFERENT THAN REFLECTED ON PLANS. DRAWINGS ARE NOT TO BE SCALED. 4) SUBMIT (3) COPIES MINIMUM, OF THE REQUIRED SHOP DRAWINGS TO ARCHI"TEC"T. 5) THESE PLANS AS DRAWN REFER TO THE "MANUAL J" & "FLORIDA ENERGY CODE" FOR R -VALUE AND TYPE OF INSULATION AND SIZING OF MECHANICAL SYSTEMS. 5) BUILDING CONTRACTOR RESERVES THE RIGHT 'TO SUBSTITUTE ITEM WHICH IS EQUAL OR BETTER THAN ITEM SPECIFIED ON THESE DOCUMENTS WITHOUT ANY WRITTEN APPROVAL FROM THE ARCHITECT. ITEMS WHICH, WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFFICAL SHALL BE SUBMITTED TO SAID BUILDING OFFICIAL. 7) BUILDING CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8) CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO BUILDING CONTRACTOR 9) WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. 10) ALL WINDOWS AND DOOR SHALL BE IMPACT MIAMI-DADE COUNTY RATED, CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE AS WELL AS WIND LOAD CAPACITIES. 11) TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER FOR ROOF "TRUSS DESIGN AND APPROVAL. INCLUDING (2) SETS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. 12) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL TO BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN CONCRETE OR OTHER MATERIALS AND WOOD AS PER CODE. 13) ALL INTERIOR PARTITION WALLS TO BE 4" THICK NOMINAL DIMENSION UNLESS OTHERWISE NOTED. 14) ALL INTERIOR CEILINGS To BE 5/8" THICK GYPSUM WALLBOARD. WALLS TO BE 1//2" GYPSUM WALLBOARD. 15) CONTRACTORS FOR EACH TRADE SHALL BE RESPONSIBLE FOR CLEANUP OF THEIR PARTICULAR TRADE. ELECTRICAL NOTES: 1. ALL NEW WIRE SHALL HAVE THWN COPPER UNLESS OTHERWISE NOTED. 2, WHERE REQUIRED BY CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 3. COORDINATE RACEWAY INSTALLATIONS WITH OTHER 'TRADES PRIOR TO STARTING CONSTRUCTION. 4. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANU-FACTURER'S SPECIFICATIONS. 5. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 6. PROVIDE NOWFUSEIBLE GENERAL DUTY SAFTY SWITCHES AT AIR CONDITIONING EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 7. PROVIDE GFI BREAKERS FOR ALL BATHROOMS AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 8. ELECTRICAL FIXTURES TRIM ANDAPPLIANCES SHALL BE 'UL' APPROVED AND AS SELECTED BY OWNER, 9. PROVIDE PRE -WIRED TELEPHONE OU FLEfS AND N OUTLETS AS SHOWN ON PLANS. 10. TYPICAL CIRCUITS SHALL HAVE NO MORE THAN (6) DUPLEX RECEPTICALS ON EACH CIRCUIT. 11. ALL RECEPTICALS AT COUNTERS SHALL BE GFI PROTECTED. 12. ALL CLOSET LIGHTING SHALL COMPLY WITH SEC. 410.8 13. SMOKE & CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED 120V BATTERY BACK-UP AND SHALL BE WIRED IN TANDEM SO ALL DETECTORS SOUND SIMULTANEOUSLY. 14. ALL BRANCH CIRCUITS THAT SUPPLY 125V, 15A & 20A RECEPTICALE AND LIGHTING OUTLETS IN BEDROOMS, LIVING, DINING, HALLWAYS AND CLOSETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS, 15. ALL SWITCH PLATES TO BE INSTALLED AT 46"A.F.F. UNLESS OTHERWISE NOTED. PLUMBING NOTES: 1. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, "TOOLS, AND EQUIPTMEN"T TO INSTALL A COMPLETE AND OPERATING SYSTEM. 2. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS AS PART OF HIS BID. 3. THE PLUMBING CONTRAACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMENSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. 4. THE PLUMBING CONTRACTOR SHALL INSTALL HOT AND COLD WATER SYSTEMS (3/4" COPPER PIPES) INITIAL BRANCH, AND VERIFY EXISTING CONNECTIONS AND SIZES OF SANITARY (SEE PLUMBING RISER DIAGRAM), AND WATER PIPES, 5. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES. 6. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON DRAWINGS OR AS PER OWNER. 7. FURNISH AND INSTALL CLEANOUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE WITH SLUSH TYPE PLUGS AT THE BASE OF EACH SOIL STACK. CLEANOUTS SHALL BE NOMINAL SIZES AS THE PIPES INTO WHICH THEY ARE INS-TALLED. 8. WATER PIPES SHALL BE OF TYPE'L' COPPER FOR PIPING ABOVE GROUND ANY TYPE W FOR PIPING BELOW GROUND WITH WROUGHT SOLDER FITTINGS, 9. HOT WAER PIPES ABOVE AND BELOW GROUND SHALL BE INSULATED WITH ONE YV ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMEABLE AREA OUTSIDE OF THE BUILDING. 10. EACH CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF W PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH YV ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMIABLE AREA OUTSIDE OF THE BUILDING. DO NOT TERMINATE CONDENSATE DRAIN PIPES ON CONCRETE FLOOR. 11. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS, AND FLOORS SHALL BE WATERTIGHT. 12. WRAP ALL RISERS WITH APPROVED EXPANDING SEALAN"TAF PENETRATION OF SLAB. 13. SANITARY PIPES SHALL BE PVC (SCHEDULE 40) APPROVED BY FLORIDA BUILDING OFFICIAL HAVING JURISDICTION. 14. WASTE AND VENT SANITARY PIPING SHALL SLOPE W" PER FOOT FOR PIPES SMALLER THAN 3" AND SLOPE 1/8" FOR OTHERS. 15. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE "TES"T OF 100PSI FOR A MINIMUM OF ONE HOUR ANY LEAKS DETECTED TO BE RE -SOLDERED. 16. SANITARY PIPING SHALL BE FILLED WI "FH FIVE (5) FOOT HEAD OF WATER AND SHALL STAND UNTIL THE INSPECTION IS MADE. CORRECT ANY DEFECTS DETECTED BY TEST. 17. ALL BACK FILL AND EXCAVATION AS REQUIRED SHALL BE PAR "T OF THIS CONTRACT. STRUCTURAL: REINFORCED MASONRY: 1. CONCRETE UNITS TO BE ASTM C 90 GRADE 'N' WITH MININUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. PROVIDE PRECAST LIN-FELS AS NECESSARY. MORTAR TYPE'M' PER ASTM C 270. a. PUMP MIXES: i.PUMP MIX FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C 476. ii.THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER/ARCHITECT. iii.ALL GROUT SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS "THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONS"TI"TUENT PARTS. iv.THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WI"FHOUT WRITTEN CONSENT OF THE ARCHITECT. b. REINFORCING: LVERTICAL: 1. AS"IM A615 PER REINFORCING SECTION (GRADE 60) 2. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 3. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF A" FROM THE MASONRY. 4. VERTICAL REINFORCING SHALL BE AS SCHEDULED IN THE WALL REINFORCING AND COLUMN AS DEPICTED ON THE FOUNDATION PLAN. 5. VERTICAL STEEL REINFORCING EACH SIDE OF OPENINGS, IN REQUIRED AREAS, SHALL BE CONTINUOUS TO THE TIE -BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED. ii.HORIZONTAL: 1. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN WALL REINFORCING AND BEAM SCHEDULE. c. GENERAL: LALL REINFORCED MASONRY WORK SHALL CONFORM TO ACI 530.1-L.A.E./ ASCE 6-L.A.E. "SPECIFICATIONS FOR MASONRY STRUCTURES" (FM = 1900PSI) STRUCTURAL: 1. CONCRETE SHALL CONFORM TO ASTM C94-L.A.E. FOUNDATION AND SLAB TO BE 2500 PSI MIN COLUMNS AND BEAMS "TO BE 3000 PSI MIN. COMPRESSIVE STRENGTH IN 28 DAYS (UNLESS NOTED OTHERWISE). ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-L.A.E & ACI 301-L.A.E. ALL CONCRETE MASONRY SHALL BE IN ACCORDANCE WITH ACI 531-L.A.E. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: a. SLABS ON VAPOR BARRIERS -W' b. BEAMS AND COLUMNS -1-1/2" c. FORMED CONCRETE BELOW GRADE -2" d. UNFORMED CONCRETE BELOW GRADE - 3" 3. TYP. CONCRETE SLAB TO BE 2500 PSI 4" THICK MIN. W/ 6X6 10/10 W.W.M. ON 6 MILL POLYETHYLENE VAPOR BARRIER SHEETS TO OVERLAP 6" MIN AND "TAPE JOINTS ON CLEAN FILL COMPACTED TO 2500 PSF @ 95% VAPOR BARRIER TO BE LAID IMMEDIATELY AFTER TERMITE SOIL -TREATMENT DENSITY. 4. STEEL PLACEMENT AND DETAILS, SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE CONSTRUCTION" AS PUBLISHED BY "THE CRSI UNLESS OTHERWISE NOTED. 5. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED FOR COLUMN, DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE REINFORCING AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZON "FAIL BEAM REINFORCING AT EACH FACE. 6. VERTICAL CELLS FOR MASONRY TO BE PUMP MIX FILLED AND SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. 7. CLEANOUT OPENINGS SHALL BE PROVIDED A"f "THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUT SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING. 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" DESIGN BASED ON TIMBER WI"fH 1100 PSI FB. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER (U.O.N) DESIGN BASED ON WOOD WITH MINIMUM Fb=1100 PSI. 9. HEADERS TO BE (2) OR (3) 2X12'S WOOD FRAME BASED ON WALL 'THICKNESS. 40 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1760 KSI OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 10. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATIONS AS FOLLOWS: a. SHAPES, PLATES AND ANCHOR BOLTS -A36-81 b. A MACHINE BOLTS -A325 - L.A.E. c. TUBULAR -A500-L.A.E. A GRADE B (46KSI) 11. WELDED CONSTRUCTION SHALL CONFORM TO THE "AMERICA WELDING SOCIETY -STRUCTURAL WELDING CODE" ELECTRODES FOR FIELD AND SHOP WELDS SHALL COMPLY WITH A.W.S A5.1 310XX. 12. FOUNDATION REINFORCING SHALL BE LAPPED 48 BAR DIA. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS (OUTSIDE OF CORNERS ONLY) SAME SIZE AS HORIZONTAL FOUNDATION REINFORCING. 1 4 NOTES: 1. IN THE EVENT OF MISSING DOWELS: EMBED #5 BAR MIN 8" INTO CONCRETE FOOTING AND EPDXY W/ "EPCON" EPDXY. LIMIT (2) MISSING BARS PER HOUSE MAXIMUM. NOTIFY ENGINEER IF MORE THAN (2) BARS ARE REQUIRED. 2. THE ENGINEER HAS PROVIDED BOTH CENTER LINE DIMENSIONS FOR MASONRY OPENINGS AND CENTER LINE DIMENSIONS FOR DOWEL PLACEMENT. CON"TRAC"TOR IS TO VERIFY DIMENSIONS WITH WINDOW AND DOOR MANUFACTURER PRIOR TO CONSTRUCTION. FRAMING: 1. THE TRUSS LAYOUT SHOWN IN PLANS IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPER -STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. THIS FRAMING SCHEME (DIREC PION OF TRUSSES, MAJOR GIRDER TRUSSES BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE. 3. STRUCTURAL REVISIONS, FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. 4. TRUSS DESIGNER MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN LINTEL: 1. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE STRUCTURE INCLUDING CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE MINIMUM OF 24 INCHES. 2. CONCRETE FOR COLUMNS AND BEAMS SHALL BE 3000PSI COMPRESSIVE STRENGTH AT 28 DAYS. 3. A SINGLE FILLED CELL CONCRETE BLOCK IS REQUIRED AT ALL OPENINGS UP TO 6' AND DOUBLE FILLED CELL OVER T. (SEE COLUMN SCHEDULE AND FOUNDATION PLAN). 4. 8" TYPICAL 4" MINIMUM BEARING IS REQUIRED FOR ALL LINTELS. TRUSS AND GIRDER: 1. LATERAL FORCES DUE TO GRAVITY LOADING ARE CALCULATED TO RESIST WORST CASE. 2. CONTRACTOR SHALL USE CONNECTIONS SPECIFIED OR FBC APPROVED EQUAL. 3. TRUSS SHOP DRAWINGS SHALL INCLUDE -TRUSS TO TRUSS AND TRUSS TO GIRDER CONNECTIONS W/CAPACITY TO RESIST ALL APPLICABLE VERTICAL AND HORIZONTAL REACTIONS. ROOF SHEATHING: 1. ROOF SHEATHING SHALL BE 19/32" APA EXPOSURE 1 C -D SHEATHING GRADE PLYWOOD PANELS TO BE INSTALLED AS PER FBC. 2. ALL ROOF SHEATHING SHALL BE FASTENED AS "END ZONE" TO PRE ENGINEERED ROOF TRUSSES DESIGNED BY FLA REG. STRUCTURAL ENGINEER W/ 8d "RING SHANK" NAILS AT 6" O.C. FIELD AND 4" O.C. PERIMETER. 11 0V\LDIryG, U #16-165 ,m tOBERT F. SONBER RCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 AIL: rfsonberg@gmail.com ONE: (561)691-9277 LL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERGARCHI"TEC"T AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT "TEN PERMISSION OF SAID ARCHITECT. ,.0a � �oK\ � °5��✓e Qy �� 1" J Ni.820 _ r ll llllllll� SEMINOLE COUNTY CONSTRUCTION PROJECT 610 E. 5TH STREET SANFORD, FLORIDA 32771 MK I DATE I DESCRIPTION PROJECT NO] 16-411-19 ISSUE DATE: MAY. 5TH, 2016 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. I### SHEET 8 OF 9 V/ z H u N LLN Lu CL V) IF a C Q - L C� co O B Q 07 N m N rn d' C C6 Q O L U _ LL C� co It CD m N IY m N rn r m A U O 0 ^L A m a U U O CO L CU 3/4" DIAM PVC E CONDUIT TO AT (3) #1 AWG THW CU IN 1-1/4" RIGID CON y//%//v//A OVERHEAD SVC. W/WEATHERHEAD (3) #1 AWG THW CU IN 1-1/4" RIGID CONDUIT FP&L METER ELECTRICAL RISER DIAGRAM SCALE: 1/4" = T-0" 0 2' 4' 8' ELECTRICAL LEGEND #!DESGRIP�TION., DESCRIPTION WIRE :BR'KR, CONDUIT RECESSED (HIGH HAT) LIGHT FIXTURE FSYMBOL DUPLEX RECEPTACLE @ 12" A.F.F. 1 3 VAPOR PROOF LIGHT #10 2/30 1" DUPLEX RECEPT. UNDER COUNTER 2 IR HANDLER #1 #6 2/50 4 .5K H.S. @ 65% DATA on., DUPLEX RECEPTACLE GRD. FAULT CURRENT WATERPROOF TV PRE WIRED CATV JACK GFI/C DUPLEX RECEPTACLEAC COUNTER HEIGHT 9 11 SUPPLY REGISTER Pi AC RETURN REGISTER f PC KEYLESS WIP.C. &RECEPT u JUNCTION BOX _ QUADPLEX RECEPTACLE = DUPLEX RECEPTACLE TOP RECEPT. SWITCHED FA FIRE ALARM #14 1/15 11'2" DED.SINGLE POLE APPLIANCE RECEPT 48" A.F.F. V EXHAUST FAN (� 220 VOLT RECEPTACLE @ 12" A.F.F. NEW EMERGENCY LIGHTS 900 GFI FLUSH FLOOR DUPLEX RECEPT. ICV INTERCOM GENERAL LIGHTING SINGLE POLE SWITCH © VOLUME CONTROL 3 THREE WAY SWITCH GENERAL LIGHTING EXIT LIGHT 4 FOUR WAY SWITCH 1/2" 800 SPRINKLER HEAD ° DIMMER SWITCH 1,200 DISCONNECT SWITCH os OCCUPANCY CONTROL SENSOR ® ELECTRICAL PANEL 1,200 UNDER CABINET MINI HALOGEN LIGHT g METER BY FLORIDA POWER & LIGHT GARBAGE DISPOSAL as METAL HALIDE LIGHT -WALL MTD. 175 W R3 (D THERMOSTAT 29 FLUORESCENT LIGHT FIXTURE FAPS FIRE ALARM AND PULL STATION rL� FLUORESCENT LIGHT FIXTURE W/ EMERGENCY LIGHT N TELEPHONE JACK ELECTRICAL NO rES: ALL RECEPTICALS TO BE TAMPER PROOF ALL BEDROOM, LIVING, FAMILY DEN, LIBRARIES ROOMS ETC TO HAVE RECEPTACLES THAT ARE ARC - FAULT PROTECTED ALL LUMINARIES SHALL COMPLY 410.73.G. NEC BREAKER SIZES TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS 3 i4iiIi i3tt„.PASCoaELEC` PHoI Q,lttlsNltjl! taiaqtl �"i i�G�I QAMP,IMt 4�. t_i.•t� At �k i is! i0i �i��;'i t ��1d� ;3�a3..�„ uL,9sltt ;` I,?i 'is�, ', , +t'�"sz ! 'a�Rtjijttu+�mtlhiRt m.mp �1ti-iP 3lr i t 0 %i 240' #!DESGRIP�TION., ,.m'. WIRE :BR'KR, CONDUIT LOAD !` # .g"i,DESCRIPTION ,' WIRE r'BR'KR CONDUIT LOAD 1 3 A/C COMP 91 #10 2/30 1" --- 2 IR HANDLER #1 #6 2/50 4 .5K H.S. @ 65% 1” 4,875 5 7 RANGE #6 2/60 - 12,000 6 DRYER #10 2/30 8 1/2" 5,000 9 11 SMALL APPLIANCE (GFI) SMALL APPLIANCE (GFI) #12 1/20 1/2" #12 1120 1/2" 1,500 1,500 10 ELEC WATER HEATER #10 2/25 12 OGAL. 112" 4,500 13 SMALL APPLIANCE (OR) #12 1120 1/2" 1,500 14 FI RECEPTACLES #12 1/20 1/2" 1,080 15 GENERAL LIGHTING #14 1/15 11'2" 900 16 REFRIGERATOR #12 1/20 1/2" 1,200 17 GENERAL LIGHTING #14 1/15 1/2" 900 18 WASHER #12 1/20 1/2" 1,500 19 GENERAL LIGHTING #14 1/15 1/2" 900 20 GARAGE DOOR OP'NR #12 1120 112" 325 21 GENERAL LIGHTING #14 1/15 112" 900 22 CEILING FANS #14 1/15 1/2" 800 23 MICROWAVE #12 1120 112" 1,200 24 FIC #12 1/20 1/2" 1,080 25 DISHWASHER #12 1120 112" 1,200 26 27 GARBAGE DISPOSAL 412 1/20 112" 600 28 29 30 31 32 33 34 35 37 36 38 39 40 41 42 IUIHL:VH I L311VVl iv...... GV,JVV� BUILDING SQ. FT. 1148 SQ.FT. =PER CKT x 3WATTS/SQ.FT. 3444 ATTS DIVIDED BY NO. OF GENERAL LIGHTING CIRCUIT: LOAD CALCULATIONS: 1ST 10,000W @ 100%= 10,000 WATTS REMAINDER @40%= 13,384 WATrS AIR HANDLER H.S.= 4,875 WATTS 28,259 WATTS VA V=AMPS: 117.7 MPS USE: 150 MPS 4 15 ELECTRICAL PLAN RCAI F. 1/1" = 1,-n" 0 2' 4' 8' tOBERT F. SONBER I,RCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. OF `'S F SpN �o P' J r r �O628 r �w. rft �/fF°p°°".°ARG �4yy 111111 ll``� SElYIINOLE COUNTY INSTRUCTION PROJECT , 610 E. 5TH STREET SANFORD, FLORIDA 32771 MK I DATE I DESCRIPTION R PROJECT NOi 16-411-19 ISSUE DATE: MAY. 5TH, 2016 z DRAWN BY: RFS �Jp DIIV, SANFORD CHK'D BY: RFS a �EpARje� PERMIT NO. ### J 'o Q #�6 H El mO YL_ V W SHEET 9 OF 9 R