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2068 Grandview Ave 13-2188 (A) ENCLOSUREi CITY OF SANFORD j' D AUG 27 2013 BUILDING & FIRE PREVENTION /ERMIT AP LL_ Application No: � � •` �' � Documented Construction clue: JobAddress: 2. a (, � �S'ru• ��iw .��� f 5��yk ISL Historic District: Yes-O--Nrs Zoning: Parcel ID: / ` -o CL Description of Work:tue�tif R ccs 5�•�.�•"�"�2;/� Title:�sv�•frc�c%' Plan Review contact Person: GJeC�suc% Phone: �E�? ' �t>Z- r 3 t� Fax. l�c� `2 16C 36 -E-mail: 5'� GiroS cC Property Owner Information Name 1�". � �e �( 2�L �t� , . GvC Phone: Zto '- 3 2 3 -34 � Lvt .t(�v a Street: Za G tw�U. r S Resident of property? : i 5 City, State zip: Contractor Information Name _ �� fF� jj �� S Cov�SF✓sc fes., v<< Phone: Street: Zo &S' (� � 6 Lr c t C,�-u�✓•-f" Fax: x(0'7 - 3 Z 2 - <(� .3 G State License No.: City, State Zip. Architect/Engineer Information Name: ,5Se l( �' QciukeCF — Phone: 3�2. -4 i 2ZZ Street: 5 > 2 SuP'(w_ C<rctF Fax: city, St, Zip- 5_9 lc"T-f z-F,C 3 22 2 E-mail: Bonding Company: Mortgage Lender: Address: Address: _-�, X 2 2 PERMIT INFORMATION Building Permit ❑ Construction Type: No. of Stories: Square Footage: No. of Dwelling Units: Flood Zone: Plumbing ❑ Electrical ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Fire S rinkler/Alarm [J No. of heads: / Mechanical [3P (Duct layout require) for new systetus) R-30 FIBERGLASS IN5ULATION VV c EE/G 1 SHADED AREA DENOTE5 EXI5TIN65 GONG. 5LAB TO REMAIN EXISTING OVERHANG TO REMAIN FIBERGLA55 5HINGLES OVER 15# FELT OVER 1/2" COX PLYWOOD OR EQUAL IF REPLACEMENT REQUIRED EXISTING ROOF 5Y5TEM TO REMAIN ROOF TO REMAIN GALVINIZED DRIP OVER I X 2 j P.T. DRIP OVER MATCHING EX. HD. FASCIA I I 3/5" PLYWOOD SOFFIT W/ CONT, 6' �I &' 5TRUGK SCREENED VENT OR MATCH EX. v� BLOCK TO MATCH H e ry) G w l EXI5TING CONT. GONG. FILLED LINTEL BLOCK I REINF W/ I -u5 REBAR CONT. PRE-GA5T GONG. LINTEL REINF PVI -#5 REBAR I I/2" GYP5UM BOARD OVER EX. FIN. FL. ELEV, NEW FIN, FL. ELEV. — L — — — — — — — — — 1' X 2' P.T. FURRING 5TRIP5 AT IG" O.G. — — — _-L, — J ALUMINUM SASH WINDOW - _ - - - - - - J LINE OF MONOLIT�H!IC FuOO�TING PRE-GA5T GONG. SILL ® 16 1'�9 I I DE L �� -STRUCK BLOCK JOINT I/�, - W X &" X 16' GONG. BLOCK 1/4 r -o EX15TIN62 ROOF TO REMAIN 4" GONG. SLAB REINF W/ FIBERMESH �% •� OVER EXI5TING GONG. 5LAB tJ TREAT EX. 5LAB PRIOR TO POUR I",r U 4 A 7-/ o A/ i En/E�C-TY C.9Gess fV I� 5 VERT REBAR A5 5HOW■N ON PLAN X b' X 16' GONG. BLOCK - MIN 25' OVERLAP 8' STRUCK I MIN. S" ABOVE GRADE BLOCK TO MATCH �v EXI5TING 16" X 20" GONG. MONOLITHIC FOOTING REINF W/ 2-145 REBAR GONT, TYPICAL LUA L L SECTIONI'-0- 12 REMOVE EXI5TIN5 13EAM5 AND HP. GOLUMNS MILE SUPPORTING EXI5TING HD, FRAME ROOF DURING THE RECON5TRUGTION OF THE FOUNDATION / 5LA13 AND &' BLOCK HALLS BEARING LINE �, + b' -O" FIN. FL. LINE h_00---0INN— gpr PORCH FL. LINE P `F-4" AS -BUILT. I/4' = r-0' • 22'•0. EX ROOF OVERHANG r - --------T-------- —� �EX. 4' X 4' HD. GOLUMNS H/ EX. HIP. BEAM OVER COVERED PPRCW wl l I Nl I WI 4' I Xj// STRUCTURE A ' UILT x;41 TIAL FLOOR LAN 114'= r -o' IW I I — — NEW FIN, FL. ELEV. — SEX, FIN_FL. ELEV. LINE OF MONOLITHIC FOOTING I-- - - - - - - - - - -PROPOSED LEFT SIDE ELEV. 1/4' = r-0' 12 3� BRACE GABLE END A5 PER DETAIL F><TFRIOR WALL NAI'_ PATTZFN, _- - __.. I. PLYWOOD. (FEILD) 'J5E ad NAILS AT 6' O.C. SPACING - _. Lumber Nous : . .,.,. (EDGE) USE ad NAILS AT •i' O.C. 5PACIDIC- (FJ:T RIOR WALL SH�.THING) PROPOSED REAR ELEVATION � � PS���. �- <5 � F► 1,1001C I/4' = r -o' 1. Ail lumber to be Southern Yellow Pine NO 2 Ivith maximmN content SURFACE INCANDESCENT E01 PECE55ED INCANDESCENT ��5 of moisture 19 %. Exterior lumber to be Pressure Tetated. Pn 22•�. t �M o I'c, D Z -4 -Q -C,'1-. �$ �i Orr//''S(/14 E5oAPD NAILING PATTFPN, �i�IoIc2�Ccrh� USE 5d N¢ILS AT Y' O.C. SPACING _ vD, FLOOD RFLP _ RECESSED FLUORESCENT 1' 0' 1'-1' 3'-4- '•4'32.1 SWITCHES Fool 1have been ilf-1,11-1C1!fol q General FDundatiml'NDtes: soR bearh_g pressure. of 2000 PSF. W 1. All concrete slabs shall have a compressive strength of not less than 2500'PSI 0i28'days. IL Slabs shall be reinforced with'fiber mesh on 6 mil. vapor barrier over clean N Compacted termite treated fill 2: Concrete footings scall have a cumpressive strength of not less than 2500 I'SI 'n s R za'days. 1 � X 1 en�orce footings with. /15 bars as indicated. All tars shall be deformed, and shat; A Lu 1 conform to ASTM deslgnati6n A303 End be clean and fr" from rust aUd =tale. Splices shall overlapat least 25 M ko_6z 'tv �A OrP;k- 4' TEX.- J. For coiicrele block walls provide concreie filled cells with I - d 5 bar vertically continuous from footing to tie beam at all corners and where otherwise noted as per foundation plan, onu 1 4. Extend slab I - %" at door openings. - 1 II'•3' 1v c' �A: 'f rs 6L OLC VJ! ® 9 �/A•fNGFACTdti'."�S J/iGlf/GarTi9�c'I "J'/'V6 / W/ry, [41 %�k .r,,RPcovs�F3o c V SHADED AREA DENOTESsr,qCCT_r2_ o AREA OF RENOVATION ��I �.I..rl 1T111 T! va!Lo v • crr�, ooa,e 0 EX, PORCH TO LIVING AREA 1 — ONE-STORY 51N5LE 1 ra . 0 FAMILY RE5I0ENGE — I' I Piu�.#t EC0 @tSv,tTl1 1 IF'S:-}oWu oto i=tpt��tAta. J m c J= c—�ir 0 1 1 �/.� hf o ,;� T �"X'T>r',T'. f 4;'? •'� . �.�.'� ° �. � i ¢ � a W ? � � � `q, U O y x w W o G W 0 I d ;VOoO STOOG % W/NDOW H �" F-• z x CL o o g c O O W LLr&h4 7 f. T, / Y/ND/SU SGGc �XG'OG Uo ow o vJ w W Z F� O i �T® arssar�r Vic;, r„p a o Q C_r O f> F' , I CG Y p v=i �o o ”' w w w va _ d �� r. 0 w cn r o s s g V ... .. r1- Z 2 O tr LINZc H CE O 1 W O O 1— Cn r+- C5 5.n 5 6egT• 5�f: aJ GO�C..I/GG a s o h o ae GEn�IF'_ /J 013 Lam' > >• V7 w W O. w Q o O C.0l ppo O Q W W Z 2C Z J ryVj Ea CD C.i U r�VieW A V e I - ® PLOT PLAN I' = 20-0' LEGAL DESCRIPTICN: LOT 43, ROSE COURT ADDITION TO CITY OF SANFORD PLAT BOOP. 3, PACES 3 TO 5 SEMINOLE COUNTY, FLORIDA / 7/ e A/Ew FrG ro — J l+s9cl V1712 ZJAZ.1<&j"4y L' GosS E' EX /'TCr 4 5 rn/)12- * cJ/EYoxA c AJ _ CTyP w � 4,8 8 _ • L PLAN LIVING AREA_2b4 5.F. 1/4' = C -o' 1'• •4' 4'.1' SPECIFIED CCNF`051TE LINTEL DEPTH IS THE Mli lll"fLM ACCEPT; -'OLE. AMY EXTRA Ccu;a,5_s Cr BLOC -K ABO LINT AF= ACCEF rAoL; As I_o�lG A 5 ALL ccURses ABOVC P.C. LINTEL AF- _ FILLER W/GFIcUT. HOUJcVEF, IF TOTAL CGNP.051Tc LINTEL cXCEEDS 4' DEPTH, AFFL-r U-BLCC}G LINTEL W/CU 5 EACH ADD'L. 24' HEIG�IT DENOTE5 FILLED RTIGAL CELL GONG. CILIAB REINF H/ 1-05 REl VERTICAL H/ OR PAVERS MIN, 25' OVERLAP TO DOWEL 5ET INTO NEN MONOLITHIC FOOTING 4' v II jj all I�------------ - ------ ---------1- -SI i t I — I I 1I 5-1 =NK J --------- L I I ------ =i Ib' HIDE BY 20' DEEP CONC. MONOLITHIC, FOOTING REINF LJ H/ 2-15 REBAR CONT, I 'SINK A' CONG, POUR REINF H/ FI13ERME5H l ;®I OVER EXI5TING 4' GONG. 5LAB, n4 I l ROLL -IN u° ILII / l I I II C4 I I O -O' C3 .... ... ... PERMIT # _a1- ate• PROPOSED REAR ELEVATION � � PS���. �- <5 � F► 1,1001C I/4' = r -o' OI SURFACE INCANDESCENT E01 PECE55ED INCANDESCENT ��5 JUNCTION 60X n ADJU5FAME D RECESSED INCANDESCENT 22•�. t �M o I'c, D Z -4 -Q -C,'1-. �$ �i CEILINC FAN ©' CLOCK �i�IoIc2�Ccrh� CM vD, FLOOD RFLP _ RECESSED FLUORESCENT 1' 0' 1'-1' 3'-4- '•4'32.1 SWITCHES / 3 2, 1Pr,F _3 2 3068 if 61 JI. l+D. 3030 Ss SLP. p� ti X�v� t' 0 X U 2030 ® ® Y ® -- 3 -39,6 ®/ PIE I GAB. SINK O O UNDER GAB. EO]_ U REFER\ o �� PK'T&\ \ 4050 ko =U 1 $� l9 ROLL O S.D. THIN \ 5.H. - 3 2 I J' ® I U � V 3 - •v IUJ 3068 , � S.c. � �• / 7/ e A/Ew FrG ro — J l+s9cl V1712 ZJAZ.1<&j"4y L' GosS E' EX /'TCr 4 5 rn/)12- * cJ/EYoxA c AJ _ CTyP w � 4,8 8 _ • L PLAN LIVING AREA_2b4 5.F. 1/4' = C -o' 1'• •4' 4'.1' SPECIFIED CCNF`051TE LINTEL DEPTH IS THE Mli lll"fLM ACCEPT; -'OLE. AMY EXTRA Ccu;a,5_s Cr BLOC -K ABO LINT AF= ACCEF rAoL; As I_o�lG A 5 ALL ccURses ABOVC P.C. LINTEL AF- _ FILLER W/GFIcUT. HOUJcVEF, IF TOTAL CGNP.051Tc LINTEL cXCEEDS 4' DEPTH, AFFL-r U-BLCC}G LINTEL W/CU 5 EACH ADD'L. 24' HEIG�IT DENOTE5 FILLED RTIGAL CELL GONG. CILIAB REINF H/ 1-05 REl VERTICAL H/ OR PAVERS MIN, 25' OVERLAP TO DOWEL 5ET INTO NEN MONOLITHIC FOOTING 4' v II jj all I�------------ - ------ ---------1- -SI i t I — I I 1I 5-1 =NK J --------- L I I ------ =i Ib' HIDE BY 20' DEEP CONC. MONOLITHIC, FOOTING REINF LJ H/ 2-15 REBAR CONT, I 'SINK A' CONG, POUR REINF H/ FI13ERME5H l ;®I OVER EXI5TING 4' GONG. 5LAB, n4 I l ROLL -IN u° ILII / l I I II C4 I I O -O' C3 Footinoc haV, be.CIl designed for a, soii btaring press>_ire O 2000 PSF UN ATI N PLAN 1/4' = r-0' f3 SINGLE RECEPTACLE WP=(�' WEATHERPROOF t3 DUPLEX RECEPTACLE ® SPECIAL-PURPOSE CONNECTION TRJPLEX RECEPTACLE �Q FLOOR DUPLEX RECEPTACLE -(J� QUADRAPLEX RECEPTACLE FLOOR SPECIAL-PURPOSE CONNECTION -�7 SWITCH ACTIVAIEP awi,'OIL OUTLET 42;tI, RECEPTACLE Af 42' A.F.F. TELEVISION OUI[l NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED- 139 MPII ULTIMATE WIND SPEED(Vult)AND 10SMPH(Vasd) 2. 'RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FPI41LY RESIDENCE M 3. WIND EXPOSURE= CATEGORY c 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HE IGH'I 4 EXPOSURE ADJUSTMENT COEFFIC'IEN'T IS I.40 $ 5INCLE POLE 5wifal $WV WEAfhERPROOF PERMIT # _a1- ate• ELECTRICAL LEGEND CEILING WAIL 1,1001C OI SURFACE INCANDESCENT E01 PECE55ED INCANDESCENT ® JUNCTION 60X n ADJU5FAME D RECESSED INCANDESCENT c%, PULL CORD & f0t,165TAT CEILINC FAN ©' CLOCK EXHAUST FAN FL = FLUORESCENT oD vD, FLOOD RFLP _ RECESSED FLUORESCENT SWITCHES Footinoc haV, be.CIl designed for a, soii btaring press>_ire O 2000 PSF UN ATI N PLAN 1/4' = r-0' f3 SINGLE RECEPTACLE WP=(�' WEATHERPROOF t3 DUPLEX RECEPTACLE ® SPECIAL-PURPOSE CONNECTION TRJPLEX RECEPTACLE �Q FLOOR DUPLEX RECEPTACLE -(J� QUADRAPLEX RECEPTACLE FLOOR SPECIAL-PURPOSE CONNECTION -�7 SWITCH ACTIVAIEP awi,'OIL OUTLET 42;tI, RECEPTACLE Af 42' A.F.F. TELEVISION OUI[l NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED- 139 MPII ULTIMATE WIND SPEED(Vult)AND 10SMPH(Vasd) 2. 'RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FPI41LY RESIDENCE M 3. WIND EXPOSURE= CATEGORY c 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HE IGH'I 4 EXPOSURE ADJUSTMENT COEFFIC'IEN'T IS I.40 $ 5INCLE POLE 5wifal $WV WEAfhERPROOF $2 DOUDLE POLE 5WIfCH $t LOW VOL TACE $3 TfIPEE WAY 5wIfCN % DOORBELL $4 FOUR WAY 5wIfCN O SMOKE DETECTOR 11�? $o DIMMER 5WITCH _,� ELECTRIC PANEL iY RECEPTACLE AITLETS Footinoc haV, be.CIl designed for a, soii btaring press>_ire O 2000 PSF UN ATI N PLAN 1/4' = r-0' f3 SINGLE RECEPTACLE WP=(�' WEATHERPROOF t3 DUPLEX RECEPTACLE ® SPECIAL-PURPOSE CONNECTION TRJPLEX RECEPTACLE �Q FLOOR DUPLEX RECEPTACLE -(J� QUADRAPLEX RECEPTACLE FLOOR SPECIAL-PURPOSE CONNECTION -�7 SWITCH ACTIVAIEP awi,'OIL OUTLET 42;tI, RECEPTACLE Af 42' A.F.F. TELEVISION OUI[l NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED- 139 MPII ULTIMATE WIND SPEED(Vult)AND 10SMPH(Vasd) 2. 'RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FPI41LY RESIDENCE M 3. WIND EXPOSURE= CATEGORY c 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HE IGH'I 4 EXPOSURE ADJUSTMENT COEFFIC'IEN'T IS I.40 TABLE No- 13 GRAVITY E UPLIFT SAFE LOADS (FLF) E" x 19,' RECESS DOOR HEADER i-IA.'.� NO. TGTAL CLEAT- Doop LINTEL ,R-1VIT7 5AFE LOAD LENGt `5 i1 -M SIZE T'YFE SOLID 5(W(IA^ DETAIL DP "STRONG" ON SERVICE - _.- D -I 3'-3' 2'•4' r-0` Frecast 10000 DISPATCH 813.685.5615 Hillsborough D-2 1 4'-0' ?'-3' 2_4' Frecast 10000 352.796.2901 386.228.2112 Volusia D_3 4'-2' 2'-10' I-2=0_ Frecast -?'-3' D_4 _4'_I 3'-0' I IFrec_ast 2053 FOR: a COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIVJA CONCRETE PRODUCTS.. �D_5 3'-4' 3'•0' Precast 6?31 _ .' FL 1774 - RI >-3_ 4-4' 4'-0' 1Frecas! 3810 _0 f'IA.-d. -4' S' -O' Freers! 2139 CLEAT �D-3 9 -' -4' '0'-0'. Precast 2103 9'.-3' S'- 8'-0' Frecast 143'0 r �' <ECESS [)TAILIVE" r lATIONAL PRINTFA5T NO. 186A - 21"G • + • Sr ECIP(_D CONFOSITm- LINTEL DEPTH IS T E tl lIMUh1 ACCE�TA3Lc. ANY EXTrR A COL1,eSE5 C -F BLOCK A501F_ LINTEL A,FE AcC=r TABLE AS Lcr`l-- As ALL couRSE5 ABOVE PrLINTEL EL A.,Z FILLED W/GPJUT. HGtL-=1/F,., IF TOTAL COr'IF051Tc LINTEL EXCEEDS �'—­ DEF'TH, APPLY U -BLOCK LP1T-EL UNCI) 5 EACH ADO'L, 2 HIEI614T I r QUALITY PRECAST COMPANY "STRONG" ON SERVICE - J P.O, Box 11 - Brandon, Florida 33509-0011 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH 813.685.5615 Hillsborough DISPATCH DISPATCH -407.877.1000 Metro Orlando 727.821.6227 Pinella, ' F363.•425.3070 Polk - 352.796.2901 386.228.2112 Volusia YVYi�vV. C�ZCCL`ZCy�?7"eCCI,S'�- C:OY'l iDISTRIBUTORS '.OT'T'S CONCRE!-'C PRODUCTS, INC. FOR: a COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIVJA CONCRETE PRODUCTS.. FL 509? QUALITY PRECAST CO. FL 1418 - RI .' FL 1774 - RI r lATIONAL PRINTFA5T NO. 186A - 21"G • + • Sr ECIP(_D CONFOSITm- LINTEL DEPTH IS T E tl lIMUh1 ACCE�TA3Lc. ANY EXTrR A COL1,eSE5 C -F BLOCK A501F_ LINTEL A,FE AcC=r TABLE AS Lcr`l-- As ALL couRSE5 ABOVE PrLINTEL EL A.,Z FILLED W/GPJUT. HGtL-=1/F,., IF TOTAL COr'IF051Tc LINTEL EXCEEDS �'—­ DEF'TH, APPLY U -BLOCK LP1T-EL UNCI) 5 EACH ADO'L, 2 HIEI614T I r DETAIL IMI 7/8" C@dENTT(IQUS ,II11SFf FELT/ PAPERBAC'KED LATH MATERIAL LAPPED MOISTURE BARRIER (HOUSE WRAP) WOOD SHEATHING (-11C-DX) 718- MOISTURE /u MOISTURE BARRIER ' (WALL TRANSITION) 7—] Q� ay DRIP EDGE ----- CEMEN II HOUs FINISH. CONCRETE BLOCK OR SOLID CEMENT 110TE:, . 1 -ALL EXTERIOR ACCESSORIES SHALL BE PVC MATERIAL CONFORMING TO ASTM STANDARDS D1784, C926, C1063 AND D4216. 2 -CAULK ALL BUTT JOINTS, ENDS, ANGLES, AND INTERSECTIONS AT TIME OF INSTALLATION. CONTROL BEAD WITH DRIP EDGE GABLE END TFd13g� �lFa 24. oma. T aF_,c:E .GAB Tid!35 +r I PE:R Tid155=1-!~fNEEF'.ING x>:4 [DIA!. 'h'/ 4-hJAI!.g s FA EiID c�fl -d ,t/Arv.f FI ;?5T 2X4 • FIP3 7-BAT5 `-2x.8 f .T: PLATE W + a F:OCA c GEILR.'3 /, :'dCH01<?�LTW 4Z J•-�::i G 0. c.. a i - o w L � ❑ � r C S — U ❑ F r C 8 ut ❑ m F ? r` ❑ M £`/ L rt K ❑ O W Fri vO K '4 G UI q O U L Z W � ❑ s V W Z O O v ❑ .1 � +a € z O O u a . O K❑ L ` U S F vi N F i N 0 a o, a 4 ❑ °, Rpn a `° E` OS z V q XvN ❑ H -1 �y r -z"1 z z F❑ 41 q P K OU s - E`."..h u~ C DRAWN TABLE Nom. 4 GRAVII s UFLIFT SAFE LOAD5 (FLF) 8' x lo' CONP051TE LINTELS f'IA.-d. LINicL CLEAT LINTEL GRAVITr SAFE LOAD N0. LENGTH SPAN TTFE SGLID 5(IJJ(IA DE -L J 14-I 2' -LO' - Preva s! _cd 10000 M-2 3'-'0' 2' 2'-22' Frest 10000 11-3 4'-V 2'-3' Frecast 1000-D M-4 3'-2' Precast 9151 N-5 4'-8' 3'-4' 'Frecast 3414 _ M-5 5'-4' 1.. 1. Freca5t 6431 M-1 5'-10' 4'-6' Frecast 5015 _ M-8 5'-4' S'•D' Frecast 4115 M-' 6'-6' S'-?' Frecast 3934 M-10 5'-4' Frecast 3113 M -II �b'-8' -'a b'-?' Precast 2911 _ M-12 -�1.-3' _ 0'-4' Fret35t 1-I-13 8'-O' 6'-3' Precast ?581 M -I4 _� V-4' T -O' Precast 23 _ N-15 �----r— _I- 9'-4' V -D' Frecaat 1909 M-l0 10'•6' 9'-2' Precast 1021 I -� 10'-0' Precast 1455 _ 10'-8" Precast 1335 _ --- -- II'-. Frecast 12:1 M-20 13'•4' 12'-0' Frecaat 1144 I_-h!`?I _ i4'•O' 12'•8' Frecast 1006 M-22 I I4'-3' 13'.4- Fre;tres5ed 1234 _ N-23 � I5'-4_ 14'-D' Fre;tre;;ed M-24 1I Il' -4' 16'-O' Prestressed 982 M-25 I --I9'-4', 13'-0" Frest -d 3413 M-2620 O I3'-3' Frestressed 812 _ M-2; ?I'-4' ?0'-O' FreStressed lS'o M-23 22'-O' 20'-3' Fr=_;tressed 111 M-29 24'-0* 22'-3' Frestre55ed 640 DETAIL IMI 7/8" C@dENTT(IQUS ,II11SFf FELT/ PAPERBAC'KED LATH MATERIAL LAPPED MOISTURE BARRIER (HOUSE WRAP) WOOD SHEATHING (-11C-DX) 718- MOISTURE /u MOISTURE BARRIER ' (WALL TRANSITION) 7—] Q� ay DRIP EDGE ----- CEMEN II HOUs FINISH. CONCRETE BLOCK OR SOLID CEMENT 110TE:, . 1 -ALL EXTERIOR ACCESSORIES SHALL BE PVC MATERIAL CONFORMING TO ASTM STANDARDS D1784, C926, C1063 AND D4216. 2 -CAULK ALL BUTT JOINTS, ENDS, ANGLES, AND INTERSECTIONS AT TIME OF INSTALLATION. CONTROL BEAD WITH DRIP EDGE GABLE END TFd13g� �lFa 24. oma. T aF_,c:E .GAB Tid!35 +r I PE:R Tid155=1-!~fNEEF'.ING x>:4 [DIA!. 'h'/ 4-hJAI!.g s FA EiID c�fl -d ,t/Arv.f FI ;?5T 2X4 • FIP3 7-BAT5 `-2x.8 f .T: PLATE W + a F:OCA c GEILR.'3 /, :'dCH01<?�LTW 4Z J•-�::i G 0. c.. a i - o w L � ❑ � r C S — U ❑ F r C 8 ut ❑ m F ? r` ❑ M £`/ L rt K ❑ O W Fri vO K '4 G UI q O U L Z W � ❑ s V W Z O O v ❑ .1 � +a € z O O u a . O K❑ L ` U S F vi N F i N 0 a o, a 4 ❑ °, Rpn a `° E` OS z V q XvN ❑ H -1 �y r -z"1 z z F❑ 41 q P K OU s - E`."..h u~ C DRAWN