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313 & 319 Ahern RES17-0274 Footing Revision12" MASONRY I. i I ( I I ( 12" MASONRY 12 I ( L I I _ } 12 WALL 4.-p3/8,. I 1 55.0 I ( r — r r r �i r r r i r r i r i ��• �. i ( 1T��fl — . �CQNT — I ¢ C�T 2d I 1 I Ss o I 4'-0 . WALL r. -1,-.. .rV'-.1-- r-- . I�- --- — — — (- 1 - L J L 7 J .,-., l ._ I - - -- Y cv l_ 1 1 I - ------ — --- — - } L I I . l �— — — — --� CONT.3.0 1 , ss.o 13 11 13 55 ( 1 C° CflNT.3.4 I--_ I I I A 1 13 ) - ----- ( 5500 ' S5A S5tH1 13 I 55.0 1 CURB4 - � i 77 ;,' '. 1 SS0 S5.o -._. _ CURB ------ —�------�---- COF1.20--- l/12'-3�2' 9'-47/8" /-2- 1'-3Y27}03/4" 17'-97/8" 9'-47/"' " 2'-0" 1 3 -#5x5' -C" LONG HOOKED T0' i BARS BENEATH WALL IN FOOTING } � 1-../.J ..l. �..✓..�-J J.J._/.✓.✓.✓-.J /,J-'.J"✓-.../.J'._1•✓._/•J../ 1.1 J.J-J-J•. J' �J J.J �..JJ•.J'.J.J. ✓.J.✓.—/..J:..J.-J J..-J_J-J�JJ -✓.-i - -C FOUNDATION PLAN SCALE: 1/4" 1'–p" NOTE ,SLAB SAWCU i NOTE: 1 AS AN AL?ERNATE TO THE CONVENTIONALLY REINFORCED CONCRETE SLAB GRADE INDICATED IN THESE DRAWINGS. THE CONTRACTOR MAY INSTALL A POST–TENSIONED CONCRETE SLAB ON PROVIDE SAWCLITS PER S5.D, GRADE. THE POST–TENSIONED SLAB SHALL BE DESIGNED AT THE FINANCIAL EXPENSE OF THE BUILDER TO COORDINATE WITH FINISH CONTRACTOR BY A DELEGATED FLORIDA REG(STERED PROFESSIONAL ENGINEER WITH FLOOR MATERIAL. EXPERIENCE IN THIS TYPE OF DESIGN PER CHAPTERS GIG15-30831. THE DESIGN SHALL BE SUFFICIENT TO SUPPORT ALL BUILDING LOADS INCLUDING: DEAD LOAD, LIVE LOAD AND I ATFRAI WINE) I DAD _ THE_ DESIGN SHALL. BE SIGNFf7 AN" SFAI ED Aim" SummilTFn AS A 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 698. n I M GEOTECHNICAL DATA AND FOUNDATION REOOwIMENDATONS AVE UDI BEEN PROVIDED TO LOU PONTIGO AND ASSOCIATES. SHALLOW F TINGS HAVE BEEN DESIGNED WITH /, SOIL BEARING (DESIGN MAXIMUM) 0+ 2 PSF. THE CONTRACTOR SHALL OBTAIN A GEOTECHNICAL REPORT PREPARED BY A CENSED ENGINEER IN THE STATE OF FLORIDA. CONTRACTOR SHALL COORDINATE DOTING DETAILS AND PREPARE GRADE PER GEOTECHNICAL REPORT. GEOTECNN{ ENGINEER SHALL APPROVE THE DESIGN SOIL BEARING PRESSURE AND DEP EGEND —�--- 37'-2y4" - — S SAii ! i LINE 37'-2y4" jr,,N S 4_x6" EPDXY 1'-938" 4'-Oy; 30'-11Y4" 5'-3" 8'-3" CMU STEMINALL 30'-11)4" 4'-038., OF FOOTING. �rr`r-• r .-i- i-rr•r-• s -.r -v- r - •r- r- .^i -r r -r' r•i-- r 13 _._ _. } n_ _ _ ..._ _.� ._. - - _ _ _ _ l _ _ ..___ f' 13 ss.oY.`, S5.0 } (� l t (- — — T:L- ` 1 3'-3y2" TOP OF STEMWALL I5 3'-3y2" CURB } , , C�1R8 8 ABOVE GRADE. GROUT ALL CELLS S5.0 F3.5 F3.5 ss.o F_ —�' ( r _i- —..— •T— — —� ..— r� ....a.+. +,Yl/ — .� — —� �_ r 00 — — — —.— — — —1aYlL ` '7 -.— L ..-77 .. . 'x'. l .:.. ,.. .:s. ,.. ..>- r _-----_— '-1, I--,--- 1n1 L 111 �:, � T"' F `i' -1 �� I ( �.11�' 12" MASONRY ( rat `..� I I 2'-8," 2'-858 I i ( roe I I;` 12" MASONRY WALL i� 1 --�. 1 -�e o WALL F; 1, I � 1 I : � 55.0 12" MASONRY I. i I ( I I ( 12" MASONRY 12 I ( L I I _ } 12 WALL 4.-p3/8,. I 1 55.0 I ( r — r r r �i r r r i r r i r i ��• �. i ( 1T��fl — . �CQNT — I ¢ C�T 2d I 1 I Ss o I 4'-0 . WALL r. -1,-.. .rV'-.1-- r-- . I�- --- — — — (- 1 - L J L 7 J .,-., l ._ I - - -- Y cv l_ 1 1 I - ------ — --- — - } L I I . l �— — — — --� CONT.3.0 1 , ss.o 13 11 13 55 ( 1 C° CflNT.3.4 I--_ I I I A 1 13 ) - ----- ( 5500 ' S5A S5tH1 13 I 55.0 1 CURB4 - � i 77 ;,' '. 1 SS0 S5.o -._. _ CURB ------ —�------�---- COF1.20--- l/12'-3�2' 9'-47/8" /-2- 1'-3Y27}03/4" 17'-97/8" 9'-47/"' " 2'-0" 1 3 -#5x5' -C" LONG HOOKED T0' i BARS BENEATH WALL IN FOOTING } � 1-../.J ..l. �..✓..�-J J.J._/.✓.✓.✓-.J /,J-'.J"✓-.../.J'._1•✓._/•J../ 1.1 J.J-J-J•. J' �J J.J �..JJ•.J'.J.J. ✓.J.✓.—/..J:..J.-J J..-J_J-J�JJ -✓.-i - -C FOUNDATION PLAN SCALE: 1/4" 1'–p" NOTE ,SLAB SAWCU i NOTE: 1 AS AN AL?ERNATE TO THE CONVENTIONALLY REINFORCED CONCRETE SLAB GRADE INDICATED IN THESE DRAWINGS. THE CONTRACTOR MAY INSTALL A POST–TENSIONED CONCRETE SLAB ON PROVIDE SAWCLITS PER S5.D, GRADE. THE POST–TENSIONED SLAB SHALL BE DESIGNED AT THE FINANCIAL EXPENSE OF THE BUILDER TO COORDINATE WITH FINISH CONTRACTOR BY A DELEGATED FLORIDA REG(STERED PROFESSIONAL ENGINEER WITH FLOOR MATERIAL. EXPERIENCE IN THIS TYPE OF DESIGN PER CHAPTERS GIG15-30831. THE DESIGN SHALL BE SUFFICIENT TO SUPPORT ALL BUILDING LOADS INCLUDING: DEAD LOAD, LIVE LOAD AND I ATFRAI WINE) I DAD _ THE_ DESIGN SHALL. BE SIGNFf7 AN" SFAI ED Aim" SummilTFn AS A 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 698. n I M GEOTECHNICAL DATA AND FOUNDATION REOOwIMENDATONS AVE UDI BEEN PROVIDED TO LOU PONTIGO AND ASSOCIATES. SHALLOW F TINGS HAVE BEEN DESIGNED WITH /, SOIL BEARING (DESIGN MAXIMUM) 0+ 2 PSF. THE CONTRACTOR SHALL OBTAIN A GEOTECHNICAL REPORT PREPARED BY A CENSED ENGINEER IN THE STATE OF FLORIDA. CONTRACTOR SHALL COORDINATE DOTING DETAILS AND PREPARE GRADE PER GEOTECHNICAL REPORT. GEOTECNN{ ENGINEER SHALL APPROVE THE DESIGN SOIL BEARING PRESSURE AND DEP SYMBOLS I EGEND —�--- S FOOTING UNE - — S SAii ! i LINE —EA jr,,N S 4_x6" EPDXY INTERIOR LOAD MALL DESIGNA CMU STEMINALL OF FOOTING. DESIGNA sEE S BEAM OR TRUSS, SYMBOLS I EGEND —�--- S FOOTING UNE - — S SAii ! i LINE —EA jr,,N S 4_x6" EPDXY INTERIOR LOAD MALL DESIGNA CMU STEMINALL OESIGNaES SLAB RECESS DESIGNA sEE S BEAM OR TRUSS, OFFICE �OPY REVISI N BP# DATE !� / / / Z.cyI c SIGNED 1-11, '� I t.Iv I n vV a%..ncLJIJL_c TYPE LENGTH WIDTH DEPTH REI ORCEMENT CONT -1.66 CONT 1'-8" 1'-0" 3– CONT.* CONT.2.0 CONT 2'-0" 1'-0" 3– 4 CONT. CONT.2.5 CONT 2'-6" 1'-0" 3– CONT.* CONT.3.0 CONT 3'-0" 1'-0" 4- CONT.« 1-2.0 2'-0" 2'-0" 1'-0" 3- EA. WAY 1-2.5 2'-6" 2'-6" 1'-0" 4- EA. WAY 1-3.0 3'-0" 3`-0" 1'-0" 5- EA. .WAY 1-3.5 3'-6" 3'-6" 1'-0" 5-J4 EA, WAY 1-4.0 4'-0" 4'-0" 1'-0" J6 - EA. WAY 1-5.0 5'-0" 5'-0" 1'-4" EA. WAY • - PROVIDE!1-3TRANSVFRCF PAI:? v) r1j w V)Lu cin c� � z al <C a m � W Q./ m z W < (� mw Lou 1 ontigo and Associates. Inc. 420 CISCcok Avenue Jacksonville Beach, 1-132250 Ili. 212 0908 FL: CA 11 83+14 SC. CAIt 3579 www I� 1 com ,%%W1 VIIIIl,, e r C /C, % 1. u`i �s�'�lallil� Ltt opt5i*�I' L 11. PE1153311 FIELD ALTERATION CC'Nf k .RM s IN L CONTACr I OU R]"1160 fiASSOC:IAILS,. INC:. PR1CY: 1'0 MAKIMi ANY 5tR(.1CTIJRAI. fIH1) MCt)FIcAi UP a V" -,(.H MAN"VARY flaw lW IMILNI Cl: 6 I 0WINAI_ C(r-s 11 ()CMN 1XXIJMFNIS :WY fEl n N 1}I4.IATk)NS MA(J1- Milk't0 BOW, Arf§,r1Vn-..l RY LOIJ PC1-M-,0 i, ASSOCIATES, INC. MAY RMUF IN A )L)nl( ,AL LN01L-FI3NG 042 INSYECIION rI-GS. Q FOUNDATION PLAN LICS�FMAWIWS, SrAlr rnna Ny,:,Ns rr,•cn% IFA (_lM1[N+ICN•I IS l:n urIcn�t= fl:Tl1RN)RA4MNCfi (51; NfAC"I' 14 -IL F10 R. PLA ry uMIA e rAHERN TOWNHOUSES 2 DGSIG iN'il.)kAW NlCli EC_I:IiD JWA WK/LAP nnTr_ 06.01.18 CC3n1liOL Nt3. -;Buss io. LrA Na. IAACC-1 B-0103$ sI-rer-r S1.0 SHEET 3 OF 18 ($� 514"4 4w 1.8E PARALLAMww 5X4 x% 1.8E PARALLAM PSL ?QST w/2X6 ESID PSL POST w,/2X6 EACH SIDE 12" MASONRY WALL _.. J /# I 12" MASONRY WALL w 5 VERTICAL © t 48" O.C. ( { } i BEAM ABOVE BEAM ABOVE w%#5 VERTICAL ___. ...:. i '- _, (3)2x61 (3)2x6v ~. (3)2x6 CONNECT WOOD FRAME i{ 10 SPF#2 f P05#2 ��r##2 1 � S3p��6� �' .-._ � CONNECT WOOD FRAME � � WALL TO CMU WALL W/ 11 im POST ���`` POST i r ; "X3„ - { ,t POST al l WALL TO CMU WALL W/ TAPCONS 16' 0.�. 6 m { V4"x3" TAPCONS @ 16" O.C. VERTICALLY I < CD P�9 ! \ f I l� q'li i VERTICALLY 8x16 MASONRY I .�, w t I !, o-1 i . x ! UJI {i ` 8x16 MASONRY LINTEL w/1-#�� i , ��i'� �+I � �t7y� ml 1 1 BOT 2-#5#TOP DOT & 2-#5 T OF I / w < N r' { J SIMPSON HDU5-SDS I I I '� I w/%o THREADED I I IQ UJ + I SIMPSON HDU5-SD S ss.o ROD EPDXIED 8" I4 m� \ { I ROw THREADED D EPDXIED 8 9 S3.0 c IF I (3)2X4 SPF#2 { [ i It m (3)2X4 SPF##2 { I jt/I 1 ' 1 I i N Al r. i MASONRY EXPANSION WOOD FRAME WALLS TO E� l� }. I I I JOINT -THIS LOCATION - CMU WALL Y"x3" TAPCONS ONLY _ @ 16" O.C. VERTICALLYp 111 WOOD FRAME WALLS II TO CMU WALL Ya"x3" - - MASONRY EXPANSION 2 -HOUR UL FIRE_I_1, .' I TAPCONS U 16" O.C. /--JOINT-THIS i s_._ c�'-HOUR UL FORE IS LOCATION 12" MASONRY WALL f/1 RA I ED WALL. SEF (ir d ! i { s._. �l _ w/#5 VERTICAL ®-\ _ _. {� ARCH 61Hf ti ; r IIIA X r i ; ARCHD WALL. SEE VERTICALLY / ONLY in \ / 48" O.C. `y >r� Kik �/o I j iii (4;2x6 S'r'r#2 TGP (4 j2x6 ;;l'P2 TvF !!! l ------------ ------------- ------- L J I ' i i.- 1 !_ _ �. �.i cry Svv` 3/6 1-., ."4SORIRY WAL` ---=, ® PLATE, SEE 1 jS2.2 PLATE, SEE 1/S2.2 ® _ J L/3 VERTICAL _ _ _ (TYPICAL) - T --- -- t - _ ( GAL) (TYPICAL) .C. _ - .� _. � :BEAM ABOVE _ - BEAM ABOVE---_--� =- = = _-- (3)2x6 .._ , SW 3/6 1 (3)2x6 � �_- - _ - SPF##2 ! SW 3/6 _ It 1 --HOUR UL FIRE 1 I 1 SPF'2 RATED WALL. SEE - POST # l 2 -HOUR UL FIRE I I POST II ` L RATED WALL. SEE ARCH j �A ! I 1 I N 8x16 MASONRY O 0 i _ w LINTEL w/1-#5 m all { BOT & 2--#5 TOP _x1 MASONRY � 8 6 50 _. m m �. ". s I Iw bail I j \) LINTEL wl1-#5 j BOT & 2- #5 TOP 3 I 1 I J ' I I J t I 53.0 I' Io I I I i 1 J 9 i l S3.0 N i I It BEAM ABOVE BEAM ABOVE i M _ _...> 12" MASONRY WALL w/##5 VERTICAL 0 48" 0,C. 8x16 MASONRY LINTEL w/1-#5 BOT & 2-##5 TOP 12" MASONRY WALL w/#5 VERTICAL @ 45" C, C. 11 ss.p WOOD FRAME 'WALLS TO /- CMU WALL Ya%3" TAP!'.ONS I " / @ 16" O.C. VERTiCALLY O ; III I WOOL? FRAME WALLS rn TO CMU WALL Y4%3„ y ~' 2 -HOUR UL FIREL, i - --�� 2 -HOUR UL FIRE `� CON Cc? 16 0 C T APCONS M NI __ ._ sz.? „----------- RATEDI"""..�'. cry : VERTICALLY � WALL. SEE � 1 � `�.--1 _._ ARCH t° 1 ¢ CRATED WALL. SEE J vv J6 (y -- / vG III m ARCH (4)2x6 S TOE' (4)2x6 SYP##2 TOP / � III � � ' /6 I , SW 3 _ ®1 PLATE, SEE 1 JS_:. PLATE, SEE 1 f 52.2 - .-�- - �� 'k (TYPICAL) , (TYPICAL) u ----'w--_.=-- � _ _ _ - _T -----<r-------� BE ABOVE I -------w-- - ' SPF##2 (3)2x6 BEAM ABOVE SW 3/6 3}2x6 I I 2 -HOUR UL FIRE i 3/ L sW s RATED WALL. SEE I j -. 1_ _. �€ POST SPOST 2 -HOUR UL FIRE I ARCH I ' $ RATED WALL. SEE im i� I I ARCH Z,~ \ �) 1 I i I f I cry 1 I, V� U) I r t 1 9 i 10 10 �� m m m � .i pO ®� OIQ IQ 1< > � 0> i m I� I 12 ,� W W Itat I \\} t Im m m -' 12'x12' MASONRY � tr• I ( wl w w w co \ W/ 2-#5 VERTICAL �. - m CC m m I SPF#x2 lr (4 PLACES) ; (3)2x6 F52 ! A SPF# 2 {I 1 1 1 1 ` ' POST! l 1 L sBEAM :1IE (2)2x12, STRAP EACH 1' (212x12, STRAF EAC `2)2x12, STRAP EACH I BEAM ABOVE' - END W/ (2)HTSM1Ei i _ AM ABOVE I - - ENC) W/ - _ (2) MI6 �tND W (2)HTSM16 IBE ABOVE _ ie 4)2x6 SPF#2 I i \ 3 2 HUC212-2 ? _ „ I HUC212-2 _ 3 i ,POST. -- '� x v MASONRY s=.L oo - / 4 2x6 SPF I ` ap s_. MASONRY ` - I { � 1, ( ) #2 c , _� I . N HANGER (2)2x6 AN I i POST. I i - --_ ER 04 -- ! lid - 111 2 2x1 STRAP Ev;, ( )` \ ,2)2x12, STRAP EACH _._ - --* � END W/ 2-HTSM16 ..2HUC26-2 END W/ 2-HTSM16 SW 3/6 i MASONRY HANGER / j' 11 3 -PLY r SW 3/6 3 -PLY 7.25 LVL 7.25" LVL - 1 TOP PLATE TOP PLATE CONNECT WOOD FRAME (4}2x6 SYP#2� 1 .I✓J✓✓✓✓J.J..,J_../._./J_J.1.1-J_.I✓J-/✓J�F J�_.I.1��-./-(INTI l7f[fT,r'3-'ryVl[_'�J✓✓J✓✓.✓.-J J _!-✓✓.✓J✓ 1(4)2x6 SYP#2 TVP WALL TO CMU 1fA�LL W/ TOP PLATE, SEE 1 /S2.2 (TYPICAL) '' CONTRACTOR TO REVIEW FIRE s, Z PLATE, SEE 1 /S2,2 Y4"x3" TAPCONS 0 16" O.C. RATING REQUIREMENTS AND (TYPICAL) VERTICALLY FRAMING CONFIGURATION WITH ARCHITECT PRIOR TO CONSTRUCTION FIRST LEVEL WALL FRAMING PLAN SCALE: I 4 = FRAXIIIrIG Nt'TES: 1. -OR TYPICAL WALL FRAMING SEE 11/S7.0. 2- FASTEN ALL BUILT-UP HEADERS AND POSTS PER DETAILS 2 & 3/57-0. tN 12" MASONRY WALL / w/#5 VERTICAL / 48' 0,C. TTtT1flllTili-iTl 8x16 MASONRY U N TEL w/1- #5 BOT & 2-##5 TOP '2 MASONRY WALL w VERTICAL @ 4 O.C. i 55.0 i :CONNEC7 'WOOD FRAME WALL TO CMU WALL W/ )4"x3"PCONS @ 16" 0-C. VERTICILY 1, ALL SOLE PLATE ANCHORS SHALL BE %'0" THREADED R.M EPDXIED 4' WITH 3"x3%0.2.27" WASHERS, 2. AT EXTERIOR WALLS SOLE PLATE ANCHORS SHALL BE SPtj) ® 24"o.c & 12" MAX. FROM EACH CORNER & SOLE PLATE BREAKS, AT PARTY 4A(tS, SPACE SOLE PLATE ANCHORS (4 24"o.c 3, AT OSB SHEARWALLS, SPACE SOLE PLATE ANCHORS 0 24" 4. AT LOAD BEARING WALLS, SPACE SOLE PLATE ANCHORS 9'o.c. MASONRY f EXPANSION-/ JOINT Cvh AI7i'11 I- , JOINT -�,Ywv.a L.t VLlvl.l '. OFFICE C PY DESIGNATES OSRSHEARWALL E HIDDEN LOCATION FLOOR Lh4€ DL�Iw4H,�5 51'DE Oi k' THE SHEARWALL SHEATHING TO BE PPLIED. 8d 0 3/6 DESIGNATES 9d C DNS 0 3"o.c EDGE do Cox "IN THE F LD" ,c DESIGNATES THE HEADER SIZE D 1(2)2x8-1/2 NUMBER OF PLYS & JACK/KIN STUDS EXTERIOR WALLS NEEDED FOR SUPPORT HEADER ® 16" c �-_--- DESIGNATES BEAM OR TRUSS, SEE PLAN F#2 ----I DESIGNATES INTERIOR LOAD BEARING WALLS_ IST FLOOR (2)2x41 ff�-17.Tm I DESIGNATES CMU WALLS_ SEE I S3.0 0 12"6. ANCHOR LEGEND DOUBLE W A307 DIAMETER THREADED PARTY ROD TERMINATES AT f7RST fL iR F#2 TDP PLATE SEE 6/58.0 0 12" SIMPSON OTT2Z w/J¢" THREADS ROD EPDXIED 6" MIN. 3RD FLOOR 2x4 SFfF#% SIMPSON HTTS W/%- THREADED EPDXIED FPOxIEO 8" ROD MIN. SIMPSON HDU8-SDS w/}.' THREADED ROD EPDXIED 12' Ml�. NOTE: 1ST FLOOR _ AT THIS LOCATION ONLY INTERIOR WALLS 2ND FLOOR - MASONRY EXPANSION F#2 JOINT MASONRY NOTES: 1. MASONRY WALLS SHALL BE REINFORCE WITH 1-05 VERTICAL O 48" O,C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. 2. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND ALL CELLS BELOW GRADE. SEE 1/S3.0 FOR GROUTING NOTES. 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BO1IID SHALL NOT BE USED, 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSIN� SHALL INTERLOCK. EWRY OTHER COARSE, 6. SEE SO -0 FOR MASONRY BLOCK AND GROUTING SPECIFICATIONS. 7. WHERE NON -PT WOOD BEARS ON CMU, PROVIDE (2)YERS OF 30 LBS ROOFING PAPER BETWEEN WOOD & CMU WALL, LINTEL NOTES: 1. LINTELS SHALL HAVE (2) ,#5 TOP AND SOTTOM_ 2. FOR LINTEL DEPTH, SEE ARCH PLANS, BOTTOM SHALL QE A PRECAST "U" LINTEL SEE 6/S3.0. 3. GROUT LINTEL SOLID, u,. 1�o;"Il;o dr;rr A sociatc . Inr_ 420 Osccoia Avenue Jacksonville 1,c ILh, 1:132250 I'h.242 0908 1'I.: CA 0 8344.SC: CAif 3579 www.1p-e.com F17 '. �A/ O" ' OH L Y e I � LS�Crii�3131i11v`AA FIELD ALTERATION C GNII:AI ICJI V I -J I t_UNI'N"I LOU hhMKKW, ANY SIRUC7t" FITI D hAv-XV tCATIOn[ N4101 MAY VARY f Ia]M It IL INILN[ CI THE cmur, :i 1- 0411..1, 7N I J LAN NTS. AKY I 1111f) N_ I l I"I I r b MAUI F'I.YcY2 I C., 13014. N mown BY I Q} P(W TIw fi ,WV X 3A IES INC MAY RESUL T IN ALX 41IONAL FNC,MEL14mi M- BV9'FC'T1C*4 FFFS, , n uj w m U) L.L T z o Z rl LL 1 0 N m Z U c z 'W FIRST LEVEL WALL FRAMING PLAN -rrMr�;,�[� r>.hc1•r�lix.l;FRcrn c �F. caAwlrr.s IF A ahR_r�uN IS l MICA FAR REFER To n E: Alt(I 17i'CTSIRN. ORAWIN(i5 QR ccrrrAc r Tl C r-.(iR. NANfl, AHERN TOWNHOUSES 2 DI IGN DRAWN�CiIECKEU JWA MJK LAP :1.\Tc O6.p1.18 I RUSS 11). 1. PA N0. MACC-16-01038 SIA SHEET4 OF 18 OFFICE C PY STUD SCHEQUL LOCATION FLOOR STU SIZE SPACING 1ST FLOOR 2x6 S,F02 Q 16" ,c 2ND FLOOR 2x6 SIF#2 EXTERIOR WALLS ® 16" c 3RD FLOOR 2x6 S F#2 IST FLOOR (2)2x41 SPF#2 0 12"6. c DOUBLE PARTY 2ND FLOOR `x4 5 F#2 WALLS 0 12" -c 3RD FLOOR 2x4 SFfF#% 012".c 2,c4 SpF#2 1ST FLOOR 12" -c INTERIOR WALLS 2ND FLOOR 2x4 Sf F#2 0 16" c 3RD C FLOOR 2x4 SPF#2 ® 16-o, STUD NOTES 1.) SPF DENOTES SPRUCE PINE FIR. 2.) SYP DENOTES SOUTHERN YELLOW PINF MASONRY NOTES: 1. MASONRY WALLS SHALL BE REINFORCE WITH 1-05 VERTICAL O 48" O,C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. 2. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND ALL CELLS BELOW GRADE. SEE 1/S3.0 FOR GROUTING NOTES. 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BO1IID SHALL NOT BE USED, 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSIN� SHALL INTERLOCK. EWRY OTHER COARSE, 6. SEE SO -0 FOR MASONRY BLOCK AND GROUTING SPECIFICATIONS. 7. WHERE NON -PT WOOD BEARS ON CMU, PROVIDE (2)YERS OF 30 LBS ROOFING PAPER BETWEEN WOOD & CMU WALL, LINTEL NOTES: 1. LINTELS SHALL HAVE (2) ,#5 TOP AND SOTTOM_ 2. FOR LINTEL DEPTH, SEE ARCH PLANS, BOTTOM SHALL QE A PRECAST "U" LINTEL SEE 6/S3.0. 3. GROUT LINTEL SOLID, u,. 1�o;"Il;o dr;rr A sociatc . Inr_ 420 Osccoia Avenue Jacksonville 1,c ILh, 1:132250 I'h.242 0908 1'I.: CA 0 8344.SC: CAif 3579 www.1p-e.com F17 '. �A/ O" ' OH L Y e I � LS�Crii�3131i11v`AA FIELD ALTERATION C GNII:AI ICJI V I -J I t_UNI'N"I LOU hhMKKW, ANY SIRUC7t" FITI D hAv-XV tCATIOn[ N4101 MAY VARY f Ia]M It IL INILN[ CI THE cmur, :i 1- 0411..1, 7N I J LAN NTS. AKY I 1111f) N_ I l I"I I r b MAUI F'I.YcY2 I C., 13014. N mown BY I Q} P(W TIw fi ,WV X 3A IES INC MAY RESUL T IN ALX 41IONAL FNC,MEL14mi M- BV9'FC'T1C*4 FFFS, , n uj w m U) L.L T z o Z rl LL 1 0 N m Z U c z 'W FIRST LEVEL WALL FRAMING PLAN -rrMr�;,�[� r>.hc1•r�lix.l;FRcrn c �F. caAwlrr.s IF A ahR_r�uN IS l MICA FAR REFER To n E: Alt(I 17i'CTSIRN. ORAWIN(i5 QR ccrrrAc r Tl C r-.(iR. NANfl, AHERN TOWNHOUSES 2 DI IGN DRAWN�CiIECKEU JWA MJK LAP :1.\Tc O6.p1.18 I RUSS 11). 1. PA N0. MACC-16-01038 SIA SHEET4 OF 18 1-#4 CONTINUOUS, PROVIDE CORNER BARS 3' EA. SIDE �'• `� OF RECESS. (TYPICAL) � TYPICAL, WALL FRAMING AND ANCHORAGE 6" PER CONSTRUCTION SPECS. MAX 5'/2 i 1#5 CONTINUOUS, PROVIDE � [CORNER BARS (TYPICAL) MONO SLAB FOOTING AT PORCHES, GARAGE �$� DETAIL WHEN SPECIFIED ON PLAN. SLAB ON GRADE, TYPICAL WALL FRAMING SEE PLAN, SOLE PLATE ANCHOR, SEE PLAN 2—#5 CONT.. GRADE OR CONIC. \�%�� AT WALLS GREATER THEN SLAB, SEE PLAN. 4'—G" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING z7T ; SLAB ON GRADE LAYOUT PLAN_ STEMWALL REINFORCEMENT CMU REINFORCING COURSES 1 TO 6 #4 VERT. 0 48"O. C. 7 TO 10 #4 VERT. 0 24-O.C. 11 TO 12 #4 VERT. 0 8"O.C- STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. N • I', #4 DOWEL TO MATCH • WALL REINFORCING. ' #4 TRANSVERSE ��'�-`=;1�1'` , 'CONT. CONCRETE FOOTING W/ (3)#4 OR (2)#5 CONT_ W/ #4 BAR ®32" O.C. 12x24' MIN. TRANSVERSE BAR CSD 32" O.C. 3-##5 CONT. " 30 SEE PLAN 1 STEM WALL EDGE AND FOOTING 2 GARAGE PARTY WALL FOOTIii,1G DETAIL S5.0 (SIM. AT PORCH EDGES w/o WALL) \S5.Oj SCALE: 3/4"=1'-0" SLAB RECESS, SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. DETAIL: B @ SLAB RECESS 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT BRICK VENEER IS ACCEPTABLE WITHOUT WALL FRAMING INCREASE Of" FOOTING SLAB ON SIZE. GRADE, SEE PLAN STEP, SEE ARCH. PLAN. SLAB ON ,GRADE, a — SEE PLAN. NOTES: .. • 1. PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' x 12' MAX. SQUARE. 2. SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT- #4 TRANSVERSE L3" .3-#5 CONT. BAR ® 32" O.C. 20" DETAIL: A @ BEARING STEPDOWN K7'`4, SLAB SAWCUT DETAIL MONO. FOOTING AT STEP -DC SCALE 3/4"=1'-0" I —f— I J I t 1 I a g � i � E N TOP OF FOOTING GARAGE FLOATING SLAB GRADE OR CONC. SLAB, SEE PLAN, STEMWALL REINFORCEMENT CMU REINFORCING COURSES 1 TO 6 #4 VERT- 0 48-O.C. 7 TO 10 #4 VERT. 0 24-O.C. 11 TO 12 #4 VERT. ® 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. STEMWALL FOOTING 8" CMU WALL w/ #5 VERT. w/ STD_ 90' HOOK INTO FOOTING ALIGNED w/ WALL REINFORCMENT ABOVE. SEE PLAN OR SCHEDULE FOR SPACING. SLAB ON GRADE, SEE PLAN. CONT. CONCRETE FOOTING W/ (3)#4 OR (2)#5 CONT. W/ ##4 TRANSVERSE BAR ® 32" O.C. V TYPICAL WALL FRAMING SOLE PLATE ANCHOR. SEE PLAN z SLAB ON GRADE #4 TRANSVERSE BAR ® 32'' O.C. 3—#5 CONT. 30" PARTY WALL FOOTING DETAIL SCALE: 3/4"=1'-0" I WIDTH, MATCH EE DOOR ARCH 3/ S" RECESS SLAB ON �T GRADE, —T SEE PLAN. PAVING T BY BUILDER 1-#5 CONT. TYPICAL WALL FRAMING AND ANCHORAGE PER 12"x12" CONSTRUCTION SPECS. E.J. MATERIAL SLAB ON DETAIL: B GRADE, iN SEE PLAN t S AB ON #4 TRANSVERSE G ADE, BAR © 32 O.C. SEE PLAN SEE SCHEDULE fl; ��� E PLAN. THICKENED EDGE 8"x8 w/ 1-#5 CONT. DETAIL: A 4 iNTERIOR FOOTING DETAIL 5 THICKENED EDGE DETAIL 55.0 SCALE: 3/4"=1'-0" VS5.Oj SCALE: 3/4"=1'-0" METAL SCREED KEY JOINT (SIM)LAR TO DAYTON SUPERIOR INTERRUPT WWF G-33) IN COMBINATION WITH AT JOINT. PLASTIC CAP STRIP SLAB REINFORCEMENT VAPOR BARRIER IN TOP Y3 OF SLAB r `—� NOTES: SOLE PLATE ANCHOR 1. RIPS, TEARS AND HOLES IN VAPOR SEE PLAN 2x SYP. BARRIER AND RETARDERS SHALL BE #2 DBL. TOP 4'-0" MIN. 4-1fid EA_ SIDE 1j i• REPAIRED PRIOR TO PLACING PLATE. FA�TEN COMPACTED FILL it„ r CONCRETE. TOGETHER w/ (2) . PER GEOTECH. 2. NO REINFORCEMENT SHALL EXTEND ROWS OF .131 x3" 1'-6" 1'-6" THRU CONTROL JOINT OR 12"o.c STAGGERED A] X" Ox24" SMOOTH DOWELS CONSTRUCTION JOINT. PT. SYP#2 0 24"o -c GREASE & WRAP 3. SEE SO -0 FOR SPECIFICATIONS FOR SILL PLATE 1'-0' 6" ON END THRU HOLES IN JOINT SEALANT. MAX- MINI BUTT JOINT METAL KEY JOINT 4. JOINTS SHALL BE SAW CUT NO SOLE PLATE BREAK LATER THAN (4) HOURS AFTER CONSTRUCTION JOINT CONCRETE HAS BEEN POURED -PER PLATE ATE BREAK 5. C.J. INDICATES CONTROL JOINT. AT CONTRACTORS OPTION CONSTRUCTION JOINT CAN BE SUBSTITUTED FOR CONTROL JOINT, SLAB ON GRADE JOINT DETAILS SCALE: 3/4"=1'—O S5-0 SCALE: 3/4"=1'-0" 8x8 BOND BEAM w/ 1—#5 CONT. (1)##5 VERT. 024" O.0 INTO FILLED CELL. 8" CMU (TYP). WALL TYP. _jk T SLAB a EL. +28'-4" 00 > T FTG ° EL. +27 0 ° a CO ° 12x36 CONT. CONC. FOOTING w/ 4—#5 CONT. LONGWAY & #4024 SHORTWAY TOP & BOT. SCREEN WALL SECTION WOOD PLATE JOINT DETAIL SCALE: 3/4'=l'—O' 8" SLAB w/ #4 U 12" EA, WAY, SLAB ON GRADE, 1/2" EXP. JOINT � SLAB ON SEE PLAN FILLER, SEE PLAN GRADE, iv F SEE PLAN (3)#4 EACH WAY. 24 ` I 24" (3)#4 EACH WAY_ SCALE: 3/4" = 1'-O" l 1 B REVISE! �y OFF1 F COPY S5.0 SCALE: 3/4" = 1'-0' S5.0 SCALE: 3/," = 1'-0" L! Aso:ciate<, Inc. ri^�^.r �.� �^.i i / r i �r i^�^r✓ i r ss��i i �i i r ��rr,� r r . 420 Osceola Avenue L 8x8 BOND ! 0 L�C1� 4 BEAM w/ zq Y COIW 1-#5 CONT. .. Jjily,7 m< _ STS � 1 r LtU r%*0'1,�' m z mz EN GVo, ( (1)#5 VERT, j �+Itu ntt Nl�I 024" O.0 INTO FL I'I A533il FILLED CELL. 8" CMU i, (TYP). WALL TYP. t ! 1 � l 1 t j t ! /SLAB j LLJ °0 0 > JA T FTG ! EL. +27'-0" 1 ° a O 4 2'-0' I 12x24 CONT. CONC. FOOTINI w/ 2-#5 CONT. LONGWAY ! & #4@24 SHORTWAY BOT. 13 SCREEN WALL SECTION ✓'.J-•/✓ S5J SC AJ'✓J.4J-✓✓1./-O'✓�!✓_/✓✓✓✓-.�✓✓-✓J.JJ._/'-�✓J✓✓JJ✓J✓✓✓✓✓..-/J✓✓✓� - WOOD PLATE JOINT DETAIL SCALE: 3/4'=l'—O' 8" SLAB w/ #4 U 12" EA, WAY, SLAB ON GRADE, 1/2" EXP. JOINT � SLAB ON SEE PLAN FILLER, SEE PLAN GRADE, iv F SEE PLAN (3)#4 EACH WAY. 24 ` I 24" (3)#4 EACH WAY_ SCALE: 3/4" = 1'-O" l 1 B REVISE! �y OFF1 F COPY FIELD ALTERATION CONMACI M SiAL1. CONTACI'I_CXI PUN]It O fi ASSOCIARIS INC MOR, TO MAKING ANY 91 R" Il "' . H111D Md1nIFIClvncr, j WHO i MAY vARY FROM'17-IL INIENC CA 11 -IF 01AUKAL I:C,(.b I RULE ICIN DOCI PVENN ANY FM D ALID41WI CINS 1,4N1F PRIOR To tinWl ImP14a1<16T] RY LOU KNTIal fi ASS)CIAILS, W. MAY W9LA T N AOIIITICNAI_ FNCONLLWNCJ l7: INSIPIT11ON FOES. LOU Ponti3o and L! Aso:ciate<, Inc. jj i. Ln 420 Osceola Avenue Iacksonvill� (3cach, (1 32250 001111,�i ,yh 0 L�C1� 4 5 CC�C>��y��1j�}q , 79 zq Y COIW W Jjily,7 m< _ STS u r LtU r%*0'1,�' m z mz EN GVo, �+Itu ntt Nl�I Luis A. Pontigo, PE FL I'I A533il FIELD ALTERATION CONMACI M SiAL1. CONTACI'I_CXI PUN]It O fi ASSOCIARIS INC MOR, TO MAKING ANY 91 R" Il "' . H111D Md1nIFIClvncr, j WHO i MAY vARY FROM'17-IL INIENC CA 11 -IF 01AUKAL I:C,(.b I RULE ICIN DOCI PVENN ANY FM D ALID41WI CINS 1,4N1F PRIOR To tinWl ImP14a1<16T] RY LOU KNTIal fi ASS)CIAILS, W. MAY W9LA T N AOIIITICNAI_ FNCONLLWNCJ l7: INSIPIT11ON FOES. FOUNDATION SECTIONS AND DETAILS OLD M'1T S(w I-- C"fi& SICNS FROM tFcv nRAWtN;,s IF A tuu�N5u1N t5 L 1NC:ILvI J 4Ff" 1L1 II -f Al til -1 rLI'IURlV, nRAW _ CX: c:CNrA(1ITC f".CR FLAN NAML AHERN TOWNHOUSES 2 1?G51GN,DRAWNiCHECKI D JWA MJK LAP DATE 06.01.18 CONTROL. NO. TRUSS ID. LPA NO. MACC-16-01038 SHELl S.5.0 SHEET 15 OF 18 L! gym, ` u jj i. Ln (v W M � Q 0 LL!) Q� Z zq z W 0 m< E.._ LLJ m m Z LtU nol m z mz LLJ FOUNDATION SECTIONS AND DETAILS OLD M'1T S(w I-- C"fi& SICNS FROM tFcv nRAWtN;,s IF A tuu�N5u1N t5 L 1NC:ILvI J 4Ff" 1L1 II -f Al til -1 rLI'IURlV, nRAW _ CX: c:CNrA(1ITC f".CR FLAN NAML AHERN TOWNHOUSES 2 1?G51GN,DRAWNiCHECKI D JWA MJK LAP DATE 06.01.18 CONTROL. NO. TRUSS ID. LPA NO. MACC-16-01038 SHELl S.5.0 SHEET 15 OF 18