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51 BEACH AVE RES19-0058 STRUCTURAL DRAWINGS14 S1.0 GB -1 ---L-� GB -1 t T/GARAGE I� T/SLAB irll SLI +16.00' +16.25' _U) NAVD IIm NAVD SLOPE I II 13 S1.01 I F TYP � 11 7" REINFORCED CONCRETE I CIL SLAB ;FORMED ON FILL W/ a� Ico 13 1^3f i. A CONTINUOUS MAT OF - 11- 51.01 Et Im' # 4 @110"o.c E.W. BOTTOM °0I c� 1 jI f i I SLOPE ,I i s. GB -1 GB -1 PILE TO PIER TRANSITION DETAIL, SEE 10/S1.01 i I { I i I I I f I i I I I I I I I I I I I I N I { I I I I I I I I I I I I I i I I I COASTAL CONSTRUCTION CONTROL LINE (CCC■ I I I I I I SEE 1 /S1.02 FOR RETAINING WALL DETAILS I I { I j CONC. STAIRS BY PILE TO E IER BUILDER TRANSITION DETAIL, SEE 10 51.01 I 14 STAIRS BY S1.01 BUILDER -■ I T/GARAGE +16.00' NAVD 14 S1.0 13 S1.0 4 S1.0 4 S1.01 CONC. STAIRS BY BUILDER z 6 S1.01 G f" ^ `- Q S1.0 ■ -cn- cno 4 S1.0 PILE CAP SCHEDULE TYPE SIZE REINFORCING P1 30"x 30"x 24" THICK (4)#5 EA WAY, BOT, GB -SP VARIES 4) #5 TOP & BOT, #3 CLOSE IES @ 12" O.C. (SEE 11 /S1.01 PILE CAP SCHEDULE TYPE SIZE REINFORCING GB -1 TYP 18 „x20 „ 4-#5 TOP & BOT. W/#3 TIES @ 12" OC (SEE 3/S1.01) GB -SP VARIES 4) #5 TOP & BOT, #3 CLOSE IES @ 12" O.C. (SEE 11 /S1.01 w GB -P 24"x24" 4-#5 TOP & BOT. W/#3 TIES @ 12" OC (SEE 5/S1.02) TOP TYP BREAKAWAY POST 4 5 4 4 AND FOOTING, SEE - S1.01 S1.01 S1.01 S1.01 DETAIL 11 /S1.02 'if -_-..__.._- ..___._.. .. _-_ ... 2 ._-'tom t _-•."__ _ __; .._.., _, _... ,_._,......_.- ..e-_,._..._....__--. .. .. _...._.,_,. _,....... ....._ .,>,,.,.,._... ... . ____..._, _ _,.,... __-_ - r ^ GB 1 TYP � I -� �- �_ �____ _____ 12 � J � �� �- �- GB 1 (TYP) y ,. _ c ■ S1.01 --- ��'-d �1 (10)#5 TOP EA WAY WITHIN A r'IF i 12 GB -1 (TYP)'I ! I, 12 4 0 STRIP - -I --1L- .03 T/SLAB 4 S1.01 T 51.01 I 1 .I C (10)#5 TOP EA. Y3 SP N 17.83' A (4 N) +17 83 WAY WITHIN MI _- 1 ■ -'■■- ._� - NAVD 4'-0" STRIP' Y3 SPAN nr . r ... ■ -- - -� (4' MIN) r it 4 1■ Z` �., ,GB 1 (TYP) I ( _- --- - --------------, TYP \ o 1 Y3 SPAM I Y SP.,AN 1 11 �. ..4' MIN ;�! I IN ! ^3 > JLJ 0- S1.01 3 I I ■ - - ■ j 1 , s II I ■� - -- -� A„ 2 S1.01 I 7" REINFORCED CONCRETE m I ■ S1.01 SLAB FORMED ON FILL W/ CD -� A CONTINUOUS MAT OF I 4 _ F - - J 4 @ 12"o.c E.W. BOTTOM I 51.01 I �■ (10)#5 TOP WAY WITHIN A -Z �,; ^■ - J aZ I I 4,-0" STRIP az I l~ S14 1 - - �_- ---- cf)� ■�I _ ��_. GB -1 (TYP) ■ j ■ I z _ Q _ I . IX I FOUND�LkTION PLAN SCALE: 3/16"==l' -Cl !„ FOUNDATION LEGEND - - INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENT # INDICATES DETAIL/SECTION NUMBER (S# INDICATES SHEET NUMBER T.O.S. TOE' OF SLAB ELEVATION C# DESIGNATES CONCRETE COLUMN, SEE 13/S1.01 DESIGNATES PILE CAP NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES AND STEPS NOT SHOWN. 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION 1411 0 AUGER CAST (SEE 1/S1.01) TOP OF PILE ELEVATION LEGEND � TOP OF PILE 15.83' NAVD z = TOP OF PILE: 11.12' (NAVD), w UNLESS NOTED OTHERWISE TOP OF PILE 16.16' NAVD Q m 2 = TOP OF PILE 13.92' NAVD 3 S1.02 =-- GB - P EdI i I I I GB -P I 6 I I S1.02 I 5 - 1 T m m CD I i I , _cD 1 7 S1.02 GB -P GB -P L---------a----------J -------------------------------J , 4 ,� ___ __._-_ - --- _� ___._ _. _ I 5 4 � -------------- -- ---------------------------------- - i 1.01 II I S1.01 S1.01 , 4 � E TYP i 4 5 S1.02 S1.0 I SEE 1 /S1.02 FOR RETAINING WALL DETAILS JOB COPY V r� 0 W 0 F_ W un W LOU PontiBo and Associates. Inc. 4745 Sutton Park Court, #204 lacksoni ille. l=lorUi 322.24 Ph. 904-242-0908 FL CA 4 8344 ),vti,:Vv LP-A.com GEN 3311 TATE OF �= 7j�77717711111111\\\ Luis A. I'ontigo, PE FL PE453311 REVISIONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Z � U. w 0 z 2 w U � Q m 2 OF_ Q z w Z w m OO`n QI OFF GRADE SLAB PLAN DO NOT SCALE DIMEANSIOiJS FRCIvt THESE DRAWINGS. IF DIMENSC)N IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR. LPA DWG TEMPLATE RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC // LAP DATE 08.01.19 SCALE AS NOTED LPA 1034 RSOR-19-0039 SQUARE FOOTAGE SHF.ET S1.0c SHEET 6 OF 2O FIRST LE�,I�EL WALL FRAMING PLAN SCALE: 3/6"=1'-0" JOB COPY V O W 0 �W V ! F— LU r SYMBOLS AND HATCH DESIGNATION LEGEND Z DESIGNATES SHEAR WALL. THE DASHED LINE SW w � APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHING IS TO 2 � Jacksonville, Florida 32224 BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C. Lu Ph. 904-242-0908 EDGE, 6" O.C. FIELD, SEE DETAIL 6/S2.2 NOMINAL LINTEL SEE DETAIL 7/S2.1 FOR WIDTH LINTEL SPECS. (INCLUDES 8 16 PRECAST BOT COURSE �O w NOMINAL LINTEL SPECS) SEE PLAN FOR 0 •'' u`'tirSrlrJ, HEIGHT SPECIFIC LINTEL LOCATIONS HEADER SIZE, NUMBER OF PLIES, AND NUMBER C:(22=)2x6=-1/l OF JACK/KINGS REQUIRED EACH END OF Q HEADER (3)2x6 NUMBER OF STUDS IN STUD COLUMN (1)CS18 *STRAP OR ANCHOR AT BASE OF STUD COLUMN * WHEN (TR) IS INDICATED ON PLAN, ADJACENT FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN T. 0. W. TOP OF WALL BEAM OR TRUSS ® FL PE#53311 3/8"0 A307 THREADED ROD TERMINATES AT WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2 5 5/8"0 A307 THREADED ROD TERMINATES AT ® WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2 CMU WALL OR PILASTER. SEE S2.0 AND S2.1 FOR SECTIONS, ELEVATIONS AND DETAILS. SEE SO.0 FOR MATERIAL SPECS AND GEN NOTES CB -11 CONCRETE BEAM, SEE DETAIL X/SX.X INTERIOR WOOD LOAD BEARING WALL 0 CONCRETE BEAM, SEE DETAIL 3/S2.5 FIRST LE�,I�EL WALL FRAMING PLAN SCALE: 3/6"=1'-0" JOB COPY V O W 0 �W V ! F— LU r REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Lou Pontigo and Z Associates, Inc. � w � 4745 Sutton Park Court, #204 2 � Jacksonville, Florida 32224 U w Lu Ph. 904-242-0908 m FL CA # 8344 www.LP-A.com �O w mz 0 •'' u`'tirSrlrJ, m aaa` ��_. `mss Q t LnQ R cn OF ` o Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Z � � w � z 2 � w > U w Lu Q m 2 Q �O w mz m Q O LnQ cn FIRST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLATE RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOB # RSOR-19-0039 SQUARE FOOTAGE SHEET SIA SHEET 9 OF 2O SYMBOLS AND HATCH DESIGNATION LEGEND (2)H2.5T WOOD UPLIFT CONNECTOR HTS16 WOOD HIGH UPLIFT CONNECTOR HTSM16 1 CMU HIGH UPLIFT CONNECTOR 20' PORCH CEILING SHEATHING, TABLE 8/SO.0 ROOF FRAMING NOTES: 1. SEE TABLE 6/S0.0 FOR ROOF SHEATHING SPECIFICATIONS 2. EA TRUSS OR RAFTER .MUST HAVE MIN (2)12d TOENAILS AND (1)SIMPSON H2.5T. FASTENED TO DOUBLE TOP PLATE. SEE FOR 2/S2.1(CMU) OR 5/S2.2(WOOD) FOR CONNECTION DETAIL (UON ON PLAN) 3. WHEN USING (2)TWIST STRAPS ON 1Y2" WIDE LUMBER, PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER, TO AVOID SPLITTING WOOD. 4. IMPORTANT NOTE: SUPPORT JACK TRUSSES AT ALL CORNERS W/ 2x10xl2'-0" LONG PT STRUCTURAL FASCIA, FASTENED TO EACH TRUSS W/ A34. LVL Schedule Beam Span Depth Plies 131, 20' 24" 2 BIU2 16' 18" 2 BIU3 -4 18' 24" 2 BIM 22' 24" 3 BIU5 -6 16' 24" 2 BM 16' 24" 2 B 7 8' 9-1/4" 2 SECOND LEVEL FLOOR FRAMING PLAN SCALE: 3/6"=1'-0" JOB COPS` 0 Od• 0 F— (Uj V ! F— LU i..l.�. Lou Ponti3o and Associates. Inc. 4745 Sutton Park Court, 4204 Jacksonville, Florida 32224 Ph. 904-242-0908 FL CA # 8344 www.LP-A.com msmr Luis A. Ponti�o, PE FL P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY" FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W Qt M 231 LU � z 2 HHUS46 6 HU416 1 HUC410 6 HUC412 1 THA422 49 THA426 31 THAC422]E� 15 SECOND LEVEL FLOOR FRAMING PLAN SCALE: 3/6"=1'-0" JOB COPS` 0 Od• 0 F— (Uj V ! F— LU i..l.�. Lou Ponti3o and Associates. Inc. 4745 Sutton Park Court, 4204 Jacksonville, Florida 32224 Ph. 904-242-0908 FL CA # 8344 www.LP-A.com msmr Luis A. Ponti�o, PE FL P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY" FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W Z LU J LL LU � z 2 w > U Q L.Lj ry Q m 2 OQ Z m Z Q O Ln Q cn SECOND LEVEL FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLATE RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOG # RSOR-19-0039 SQUARE DOTAGE SHEET S1.2 SHEET 10 OF 20 SECOND LEYEL WALL F SCALE: 3/6"=1'-0" RAMING PLAN L13L.D k I Tr-) TO LVL PER 12/S2.3 SYMBOLS AND HATCH DESIGNATION LEGEND DESIGNATES SHEAR WALL. THE DASHED LINE Sw APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHING IS TO BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C. � EDGE, 6" O.C. FIELD, SEE DETAIL 6/S2.2 NOMINAL LINTEL SEE DETAIL 7/S2.1 FOR WIDTH LINTEL SPECS. (INCLUDES 8 16 PRECAST BOT COURSE NOMINAL LINTEL SPECS) SEE PLAN FOR HEIGHT SPECIFIC LINTEL LOCATIONS HEADER SIZE, NUMBER OF PLIES, AND NUMBER (2)2x6-1/1 OF JACK/KINGS REQUIRED EACH END OF HEADER (3)2x6 NUMBER OF STUDS IN STUD COLUMN (1)CS18 *STRAP OR ANCHOR AT BASE OF STUD COLUMN * WHEN (TR) IS INDICATED ON PLAN, ADJACENT FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN T. 0. W. TOP OF WALL BEAM OR TRUSS ® 3/8"0 A307 THREADED ROD TERMINATES AT WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2 5 5/8"0 A307 THREADED ROD TERMINATES AT ® WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2 m CMU WALL OR PILASTER. SEE S2.0 AND S2.1 FOR SECTIONS, ELEVATIONS AND DETAILS. SEE b`r' SO.0 FOR MATERIAL SPECS AND GEN NOTES 171 CONCRETE BEAM, SIZE PER PLAN Lr) INTERIOR WOOD LOAD BEARING WALL JOB COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Court, #204 Jacksonville, Florida 32224 Ph. 904-242-0908 FL CA # 8344 www.LP-A.com nnuui luta E OF glia o 0c Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w zwL�i. � zU w > < � Q m 2 Ov U') w Z LU m Q b`r' a Lr) SECOND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.b.R. LPA DWG TEMPLATE RESIDENCE DRAWN DESIGN CHECKED WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOG # RSOR-19-0039 SQUARE FOOTAGE SHEET S).3 SHEET 11 of 20 r � - LVL Schedule —...Hanger Beam Span Depth Plies BM8 8' 16" 2 BM9 18' 16" 3 CONNECTION DETAIL (UON ON PLAN) 3. WHEN USING (2)TWIST STRAPS ON 1Y2" WIDE LUMBER, PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER, TO AVOID SPLITTING WOOD. BM11 10' 16" 2 BM12 22' 16" 2 BM13 24' 14" 4 Hanger List —...Hanger Qt HGUS26-2 1 HHUS46 1 HTU26 25 THA422 21 THAC422 1 THIRD LE=VEL FLOOR AND ROOF FRAMING PLAN SCALE: 3/6"-1'-0" SYMBOLS AND HATCH DESIGNATION LEGEND (2)H2.5T WOOD UPLIFT CONNECTOR HTS16 WOOD HIGH UPLIFT CONNECTOR HTSM16 CMU HIGH UPLIFT CONNECTOR 4745 Sutton Park Court, x'204 PORCH CEILING SHEATHING, TABLE 8/SO.0 ROOF FRAMING NOTES: 1. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS AND (1)SIMPSON H2.5T FASTENED TO DOUBLE TOP PLATE. SEE FOR 2/S2.1(CMU) OR 5/S2.2(WOOD) FOR CONNECTION DETAIL (UON ON PLAN) 3. WHEN USING (2)TWIST STRAPS ON 1Y2" WIDE LUMBER, PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER, TO AVOID SPLITTING WOOD. 4. IMPORTANT NOTE: SUPPORT JACK TRUSSES AT ALL CORNERS W/ 2x10x12'-0" LONG PT STRUCTURAL FASCIA, FASTENED TO EACH TRUSS W/ A34. ILS PER 6/S2.2 OSB CEILING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 0: e - REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LDL PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Lou Pontigo and ZLU Associates, Inc. LL w � 4745 Sutton Park Court, x'204 I Jacksonville, Floridi 32224 U < LU Ph. 904-242-0906 LU 002 FL CA # 8344 0U www.LP-A.com � LnQ w LU Z m Q No. Ln Lf) STT OF Luis A. Pontio, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LDL PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w ZLU LL w � z I w > U < LU LU 002 0U � LnQ w LU Z m Q Oqp� Ln Lf) THIRD LEVEL FLOOR AND ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLATE RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOG # RSOR-19-0039 SQUARE FOOTAGE SHEET SIA SHEET 12 OF 20 RAKED CMU , WALL, SEE 1 /S2.2 1 --- S2.2 - t C I III a STEEL BEAM TO CMU o-_--- _ WALL PER 4/S2.2 / W - --�7-== -_.— co 4 j m - ____ I W J --- t z J i - - - / 1 N I I Q Ld Ld --- - ON - s V)i � I ----- \ - \ STRAP WALL TO J a i o BELOW PER DETAIL 1/S2.4. o m `,.. 2x6 SPF#2 ®16" O.C. Q w BALLOON FRAMED WALL � °- k t _ � g I -` o I 1= =_ J — � . x I 6 I II ! STRAP BEAM TO - -% � W/MSTA24 I I p c\ N ml STRAPI LI ` -- -- --- -- N gg pp \\ I SII `\, II�I�I E I �! Q w i 11z_ / f� ----PROVIDE (4)FULL j ,^� Q STRAP WALL N o �— x HEIGHT KING STUDS'j I x ABOVE TO BEAM ` I ( ji ?BETWEEN EA. I� �i PER 1/S2.4 (SIM) I Q w I :WIN04 DOW (TYP) _. ! I I! I HUC210-3' p MASONRY w I ! HANGER m -- CMU WALL TO STEEL - _ Y -------STEEL BEAM TO CMUf fi',- — - --- ----BEAM PER 5/S2.2 WALL R 2 2 — L PE 4/S ---- 1 RAKED CMU WALL, SEE 1/S2.2 I THIRD LEVEL WALL FRAMING PLAN SCALE: 3/6' _1,-0„ T • 0 m. W 0 ,_ 6.. j V ! JOB COPY w SYMBOLS AND HATCH DESIGNATION LEGEND DESIGNATES SHEAR WALL. THE DASHED LINE sW APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHING IS TO BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C. EDGE, 6" O.C. FIELD, SEE DETAIL 6/S2.2 NOMINAL LINTEL SEE DETAIL 7/S2.1 FOR WIDTH LINTEL SPECS. (INCLUDES 8 1 & PRECAST BOT COURSE NOMINAL LINTEL SPECS) SEE PLAN FOR HEIGHT SPECIFIC LINTEL LOCATIONS HEADER SIZE, NUMBER OF PLIES, AND NUMBER (2)2x6-1 /1 OF JACK/KINGS REQUIRED EACH END OF HEADER (3)2x6 NUMBER OF STUDS IN STUD COLUMN (1)CS18 *STRAP OR ANCHOR AT BASE OF STUD COLUMN WHEN (TR) IS INDICATED ON PLAN, ADJACENT FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN T.O.W. TOP OF WALL BEAM OR TRUSS /Q 3/g"0 A307 THREADED ROD TERMINATES AT ``GGYY WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2 5 �/$"0 N 00 Lou Ponti3o and Associates, Inc. 4745 Sutton Park c=ourt, X204 Jacksonville, Florida 32224 Ph. 904-242-0908 Fl CA # 5344 www. L'-A.com v� ,��GENSF• � .; � - No. 3 = A; ST OF Luis A. 1'onti;o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Z �LLU Lwz 2 � w U noo7p U Z LU l Q m 2 O Q Z LU � J 0 Ln A307 THREADED ROD TERMINATES AT ® WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2 CMU WALL OR PILASTER. SEE S2.0 AND S2.1 FOR SECTIONS, ELEVATIONS AND DETAILS. SEE S0.0 FOR MATERIAL SPECS AND GEN NOTES CONCRETE BEAM, SIZE PER PLAN INTERIOR WOOD LOAD BEARING WALL RAKED CMU , WALL, SEE 1 /S2.2 1 --- S2.2 - t C I III a STEEL BEAM TO CMU o-_--- _ WALL PER 4/S2.2 / W - --�7-== -_.— co 4 j m - ____ I W J --- t z J i - - - / 1 N I I Q Ld Ld --- - ON - s V)i � I ----- \ - \ STRAP WALL TO J a i o BELOW PER DETAIL 1/S2.4. o m `,.. 2x6 SPF#2 ®16" O.C. Q w BALLOON FRAMED WALL � °- k t _ � g I -` o I 1= =_ J — � . x I 6 I II ! STRAP BEAM TO - -% � W/MSTA24 I I p c\ N ml STRAPI LI ` -- -- --- -- N gg pp \\ I SII `\, II�I�I E I �! Q w i 11z_ / f� ----PROVIDE (4)FULL j ,^� Q STRAP WALL N o �— x HEIGHT KING STUDS'j I x ABOVE TO BEAM ` I ( ji ?BETWEEN EA. I� �i PER 1/S2.4 (SIM) I Q w I :WIN04 DOW (TYP) _. ! I I! I HUC210-3' p MASONRY w I ! HANGER m -- CMU WALL TO STEEL - _ Y -------STEEL BEAM TO CMUf fi',- — - --- ----BEAM PER 5/S2.2 WALL R 2 2 — L PE 4/S ---- 1 RAKED CMU WALL, SEE 1/S2.2 I THIRD LEVEL WALL FRAMING PLAN SCALE: 3/6' _1,-0„ T • 0 m. W 0 ,_ 6.. j V ! JOB COPY w SYMBOLS AND HATCH DESIGNATION LEGEND DESIGNATES SHEAR WALL. THE DASHED LINE sW APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHING IS TO BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C. EDGE, 6" O.C. FIELD, SEE DETAIL 6/S2.2 NOMINAL LINTEL SEE DETAIL 7/S2.1 FOR WIDTH LINTEL SPECS. (INCLUDES 8 1 & PRECAST BOT COURSE NOMINAL LINTEL SPECS) SEE PLAN FOR HEIGHT SPECIFIC LINTEL LOCATIONS HEADER SIZE, NUMBER OF PLIES, AND NUMBER (2)2x6-1 /1 OF JACK/KINGS REQUIRED EACH END OF HEADER (3)2x6 NUMBER OF STUDS IN STUD COLUMN (1)CS18 *STRAP OR ANCHOR AT BASE OF STUD COLUMN WHEN (TR) IS INDICATED ON PLAN, ADJACENT FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN T.O.W. TOP OF WALL BEAM OR TRUSS /Q 3/g"0 A307 THREADED ROD TERMINATES AT ``GGYY WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.2 5 �/$"0 N 00 Lou Ponti3o and Associates, Inc. 4745 Sutton Park c=ourt, X204 Jacksonville, Florida 32224 Ph. 904-242-0908 Fl CA # 5344 www. L'-A.com v� ,��GENSF• � .; � - No. 3 = A; ST OF Luis A. 1'onti;o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Z �LLU Lwz 2 � w U noo7p U Z LU l Q m 2 O Q Z LU � J 0 Ln THIRD LEVEL WALL FRAMING PLAN UO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO 1 -HE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLATE RESIDENCE DRAWNiCESIGN.%CHECKLC WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOG S1.5 4 RSOR-19-0039 SQUARE FOOTAGE SHEET SHEET 13 of 20 Q THIRD LEVEL WALL FRAMING PLAN UO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO 1 -HE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLATE RESIDENCE DRAWNiCESIGN.%CHECKLC WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOG S1.5 4 RSOR-19-0039 SQUARE FOOTAGE SHEET SHEET 13 of 20 SYMBOLS AND HATCH DESIGNATION LEGEND (2)H2.5T WOOD UPLIFT CONNECTOR HTS16 WOOD HIGH UPLIFT CONNECTOR HTSM16 CMU HIGH UPLIFT CONNECTOR PORCH CEILING SHEATHING, TABLE 8/SO.0 ROOF FRAMING NOTES:. 1. SEE TABLE 6/S0.0 FOR :ROOF SHEATHING SPECIFICATIONS 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS AND (1)SIMPSON H2.5T FASTENED TO DOUBLE TOP PLATE. SEE FOR 2/S2.1(CMU) OR 5/S2.2(WOOD) FOR CONNECTION DETAIL (LION ON PLAN) 3. WHEN USING (2)TWIST STRAPS ON Q2" WIDE LUMBER, PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER, TO AVOID SPLITTING WOOD. 4. IMPORTANT NOTE: SUPPORT JACK TRUSSES AT ALL CORNERS W/ 2x10x12'-0" LONG PT STRUCTURAL FASCIA, FASTENED TO EACH TRUSS W/ A34. —�— — STEEL BEAM TO CMU WALL PER 5/S2.2 DOUBLE JOIST BELOW PONY WALL "ABOVE, SEE 4/S2.3 2x10 SYP#2 ROOF RAFTERS @ 24" O.C. \ , STRUCTURAL FASCIA, I I SEE DETAIL 5 S2.3 6-.,.R..� S2.3 r S2.3\ --- - S2.3 6 --_- \\\ I — -- — -- -- — — -- — -- — w I -- // I ( -mss+ -------- T_ Li (14 s II STEEL ANGLE DETAIL 7/S2.3 . E !i I,, DOUBLE JOIST I +>> I BELOW PONY WALL I,ih / •�+� S �. I� f ABOVE, SEE 4/S2.3 --- {I I STEEL BEAM TO CMU 6 WALL PER 5/S2.2 2x12 SYP#2 ROOF S2.3 — RAFTERS @ 24" O.C. JOB COPY UPPER LEVEL ROOF FRAMING PLAN SCALE: 3j6>,_ 1 ,—O» V ' • 0 m• W CD uj Ln nW Lou Pontigo and Associates, Ifi,-. 4745 Sutton Park Court, 4204 Jacksonville, Florida 32224 Ph. 904-242-0908 FL CA# 8344 www. L P-A.co,n 17- No. = J: S A OF - P. �ZJ NAL ���1/11111111I1<<" Luis A. Pontigo; PE FL PE#53311 REVISIONS DAT E FIELD ALTERATION CONTRACTOR SHALL. CONTACT LOU PONT Go & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Z� LL.w 0 z Z � w > U Q Lu Q w m 2 0 U E- � w Z w m J OLn 0 F- cn UPPER LEVEL ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. i LPA DWG TEMPLATE. RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE. 08.01.19 SCALE AS NOTED LPA JOG RSOR-15-0039 SQUARE FOOTAGE SHEET S1.6 SHEET 14 OF 20 o CD I I N N z BOND BEAM AND TOP PLATE NOT SHOWN. SEE 2/S2.1 TYP w < M _ LLJ BOND BEAM AND Q = TOP PLATE NOT o -- SHOWN. SEE --7 3/S2.1 TYP 00 00 CD w C� o H— LL- CD w LL J O m CD BOND BEAM AND TOP PLATE NOT SHOWN. SEE 2/S2.1 TYP BOND BEAM AND TOP PLATE NOT SHOWN. SEE 3/S2.1 TYP = t— C-D = w O = w 0- 0� 0 IZ z 00 -q - I I -C,4 -Ln NUT AND PLATE DOUBLE WASHER TOP PLATE A36 OR F1 554 m THREADED ROD w NUT AND WASHER TOP PLATE ANCHOR ASSEMBLY (2)2x8 PT SYP#2 PLATE, FASTEN W/: '/,"0 THREADED ROD ANCHOR ASSEMBLY, EMBED 9" IN BOND BEAM (SHOWN ABOVE) OR '/,"0 THREADED ROD DRILLED AND EPDXIED MIN 12" IN BOND BEAM (NUT AND BOLT REQ'D @ PLATE) SPACED 24" OC W/ 2"x2"x16" PLATE WASHER. (ANCHORS REQUIRED AT ALL EXTERIOR WALLS, PLATES BREAKS AND KING STUDS) CD < w < Q DWLS. TO MATCH r Q DWLS. TO MATCH of ¢ - OWLS. A H m- VERTICAL REINF. I m VERTICAL REINF. m G AM co m < < - tiERTIC I. dLLJ (TYP. U.N.O.) m (TYP. U.N.O.) m _ ,�, _ �, (TYP. U.N.O.) z a CLEAN OUT HOLE Q_ AS REQUIRED. � =f ASEREQUIRED.OUT HOLE - 4 _ GRADE BEAM LL GRADE BEAM SEE PLAN. SEE PLAN. SEE PLAN. WALL SECTION WALL SECTION WALL SECTION LOW—LIFT GROUTING (GROUTING WITHOUT CLEANOUTS)• HIGH—LIFT GROUTING (GROUTING WITH CLEANOUTSi• HIGH—LIFT GROUTING ALTERNATE PER MSJC 2005 THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE (GROUTING WITH CLEANOUTS):_ 5-4" SECTIONS (GROUT POUR HEIGHT OF 5-4"), THAN 12'-8" SECTIONS (GROUT POUR HEIGHT OF THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN REINFORCED IS PLACED IN THE INTENDED CELLS 12'-8"), FULL HEIGHT REINFORCED IS PLACED IN THE 12'-8" SECTIONS (GROUT POUR HEIGHT OF 12'-8"), FOLLOWED BY MAX. 5-0" GROUT LIFTS. CONTINUITY OF INTENDED CELLS AND CLEANOUT HOLES ARE FULL HEIGHT REINFORCED IS PLACED IN THE INTENDED THE REINFORCEMENT IS MAINTAINED BY SPLICING REQUIRED AT CELLS WITH REBAR FOLLOWED BY MAX. CELLS AND CLEANOUT HOLES ARE REQUIRED AT CELLS BETWEEN EACH SECTION. 5-0" GROUT LIFTS. NO SPLICING IS REQUIRED. WITH REBAR FOLLOWED BY MAX. 12'-8" GROUT LIFTS. NO SPLICING IS REQUIRED. GENERAL NOTES: 1. FOR BOTH LOW—LIFT AND HIGH—LIFT GROUTING, THE GROUT LIFT HEIGHT IS LIMITED TO 5 FT UNLESS THE FOLLOWING CONDITIONS CAN BE MET, IN WHICH CASE THE GROUT LIFT HEIGHT CAN BE INCREASED TO 12'-8" (HIGH—LIFT GROUTING ALTERNATE PER MSJC 2005): • THE MASONRY HAS CURED FOR AT LEAST FOUR HOURS • THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES • THERE ARE NO INTERMEDIATE HORIZONTAL REINFORCED BOND BEAMS BETWEEN THE TOP AND THE BOTTOM OF THE POUR HEIGHT. 2, IF THE FIRST TWO CONDITIONS ARE MET BUT THERE ARE INTERMEDIATE BOND BEAMS WITHIN THE GROUT POUR, LIMIT THE GROUT LIFT HEIGHT TO THE BOTTOM OF THE BOND BEAM, BUT CANNOT EXCEED 12'-8". 3. WHEN BOTH OF ANY OF THE FIRST TWO CONDITIONS ARE NOT MET, PLACE LIFTS NOT EXCEEDING 5 FT. TYPICAL CMU WALL GROUTING OPTIONS SCALE: 3/4" = 1'-0" 8" 8)) Ir g"�L NOMINAL Sk °. _ --�` _ WIDTH NOMINAL •. N HEIGHT 00 4* • .j • QUANTITY OF F16 8F8 8F12 $F16 ADDEDSREBAR QUANTITY 1EAD TOF #5 ADDED B/1 T 1 B/1 T 1 B/1 T AT BOTTOM REBAR AT TOP OF 8" OF U—LINTEL 1 B /1 T/ U—LINTEL CAVITY CAVITY Cr N J 8" C) 8 LINTEL PLAN FIELD ADDED DESIGNATION • TOP REINF o N N FIELD PLACED CMU GROUT SOLID FIELD ADDED BOTTOM REINF 8F20 8F24 8F32 CAST—CRETE CORP 1B/1T 1B/1T 1B/1T PRECAST LINTEL NOTES: 1. PRECAST LINTELS MUST BE DESIGNED BY CAST—CRETE CORP. OR BETTER. SEE CAST—CRETE "PRECAST CONCRETE PRODUCT DESIGN GUIDE FOR SPECS 2. SEE 1ST AND 2ND LEVEL FRAMING PLAN FOR LINTEL PER OPENING DESIGNATION 3. PROVIDE MIN 8" BEARING EACH SIDE OF OPENING. 4. GROUT LINTEL SOLID. 5. EXTEND HORIZONTAL REINFORCING 16" PAST OPENING LINTEL DETAIL SCALE: 3/4" = 1'-0" STD. 90° HOOK 8x16 CONT BOND BEAM ;I . w/ PRE—CAST BOT COURSE OVER OPENINGS (SEE PLAN FOR SPECIFIC U) u A_ - LINTEL SIZES). ADD (1)#5 Ia Jj CONT TOP AN D BOT. > 'i IP II L #5 VERTICAL TO TOP OF BOND BEAM STEP. MASONRY WALL STEP SCALE: 3/4" = 1'-0" 5" < HEEL < 12" 2x_ BLOCKING RIPPED TO FIT. FASTEN EA END W/ (3)1Od PERMANENT TRUSS - � j BRACING SIM TOJ 8x16 CONT BOND 6/S0.1 BEAM W/ PRE—CAST BOT COURSE OVER OPENINGS (SEE PLAN UPLIFT CONN FOR SPECIFIC LINTEL PER PLAN = SIZES). ADD (1)#5 CONT TOP AND BOT. HEEL < 5" NOTES: 1. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS FOR RAFTER TAIL ATTACHMENT, SEE 7/S2.3 TOP PLATE AND ROOF CONNECTION (CMU) FOR OPENING OVER 4'-4" TO 9'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. TYPICAL WALL REINF. SEE SCHED. ON PLAN. PLAN VIEW FOR OPENING TO 4'-4" WIDE, PROVIDE 1—#5 VERTICAL EACH SIDE OF OPENING. OPENING, SEE PLAN CMU )AMB REINFORCING SCALE: 3/4" 1'-0" FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU W/ '/4"0x23/4" TAPCONS @ 24"O.c INSTALL 3 MIN. EACH SIDE. 8" CMU WALL. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK STRUCTURAL WINDOW/DOOR BUCK 16d COMMONS SHEATHING @ 8" O.C. SPLICE FLOOR FRAMING, SEE PLAN \ N CONT. RIBBON BOARD (TYP) CON T WALL SHEATHING, SPLICE AS N SHOWN SEE NOTE 3 Li 0 z w Lij PERPENDICULAR 16d COMMONS @ 8" 0. C. FLOOR FRAMING, SEE PLAN 2x6 PT SYP#2 LE W/ 5/8" THREADEC EPDXIED 5" MIN SF @ 16" O.C., STAGGc-r�E-u 2x4 SYP#2 HORIZ BRACING @ 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL EE W/ (3) 10d 2x4 SYP#2 DIAGONAL FASTEN EE W/ (3) 1 O SEE NOTE 3 PARALLEL w 0 z Li w SHEATHING SPLICE z N CONT WALL SHEATHING, SPLICE AS SHOWN CN Li 0 z u w w =1 v) PARALLEL NOTES: 1. SEE TABLE 7/SO.0 FOR FLOOR SHEATHING SPECS 2. 8x16 CONT BOND BEAM w/ PRECAST BOTTOM COURSE OVER OPENINGS (SEE PLAN FOR SPECIFIC LINTEL SIZES). ADD (1)#5 CONT TOP AND BOT. 3. SEE 2/S2.1 FOR TOP PLATE CONNECTION 4. FULL HEIGHT ANCHOR NOT SHOWN FOR CLARITY, SEE PLAN FOR SPECIFIC LOCATIONS SECTION MIN 48 BAR DIA. RFRAR IAP 1—#5 VERTICAL EACH NER, INTERSECTION, PACING INDICATED PLAN OR SCHED. 8" CMU WALL. DRIZONTAL TIE BEAM ORCING (ONLY ONE SHOWN FOR CLARITY). w < mm �< 00m w z� �Q •° o TYPICAL CMU HORZONTAL/CORNER SPLICE 8x16 CONT BOND BEAM ° a °w/ PRE—CAST BOT --a. COURSE OVER OPENINGS TOP OF a ° I a . I (SEE PLAN FOR SPECIFIC BOND BEAM a LINTEL SIZES). ADD (1)#5 --�--a: �� ---��- ---- - - CONT TOP AND BOT. STOP JOINT REINF. I %L p. ° PROVIDE REINFORCED o a AT CONTROL JOINT CELL EACH SIDE OF JOINT o a OF CONTROL PRE—FORMED JOINT JOINT REINF. FILLER, �@ 16 O.C. BACKER ROD MA I LNIAL CAULKING DEPTH OF CAULKING WIDTH OF ONE HALF THE WIDTH HEAD JOINT OF THE HEAD JOINT STOP JOINT REINF. AT CONTROL JOINT NOTES: 1. PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR NOT TO EXCEED 50'-0" O/C. SPACING OF JOINTS SHOULD BE COORDINATED W/ ARCHITi-CT. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. CMU CONTROL _IOINT SCALE: 3/4" = 1'-0" JOB COPY V 0 W 0 F— LU Cn LU W Lou Pontiso and Associates. Inc. 4745 Sutton Park Court, #2.04 Jacksonville, Florida 32224 Ph. 904-242-0908 FL CA # 8344 www.LP-A.com 2x4 BLOCKING BETWEEN EA � z w TRUSS. FASTEN EA END W/ (3) TOP CHORD BEARING OR z U 10d TOE—NAILS. WHEN HEEL HANGING FLOOR FRAMING, a 311 LU ry OVERHANGS. ADD 2x4 ALL SEE FLOOR PLAN S E OF ��'f•��.r 2 AROUND. FASTEN TO TRUSSES °° Lu i sT"'liol"Oo oP E � AND TOP PLATE WITH 10d @ 4" w REVISIONS DATE w O.C. FASTEN EACH AND 7/16" OSB J 0 Ln PANEL. FASTEN PERIMETER WITH T N 10d @ 4" O.C. Li FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO 0 MODIFICATIONS WHICH MAY VARY z UPLIFT CONN' CONSTRUCTION DOCUMENTS. ANY �`' LLJ PER PLAN CONT WALL SHEATHING, - 1 C/) NO SPLICE INSPECTION FEES. (2)2x12 PT SYP#2 CONT BOND LEDGER W/ (2)5/88x16 BEAM w/ PRE—CAST THREADED ROD BOT COURSE OVER EPDXIED 5" MIN OPENINGS (SEE PLAN SPACED @ 16" OC, FOR SPECIFIC LINTEL STAGGERED PERPENDICULAR SIZES). ADD (1)#5 CONT TOP AND BOT. HEEL 12" OR GREATER 5" < HEEL < 12" 2x_ BLOCKING RIPPED TO FIT. FASTEN EA END W/ (3)1Od PERMANENT TRUSS - � j BRACING SIM TOJ 8x16 CONT BOND 6/S0.1 BEAM W/ PRE—CAST BOT COURSE OVER OPENINGS (SEE PLAN UPLIFT CONN FOR SPECIFIC LINTEL PER PLAN = SIZES). ADD (1)#5 CONT TOP AND BOT. HEEL < 5" NOTES: 1. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS FOR RAFTER TAIL ATTACHMENT, SEE 7/S2.3 TOP PLATE AND ROOF CONNECTION (CMU) FOR OPENING OVER 4'-4" TO 9'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. TYPICAL WALL REINF. SEE SCHED. ON PLAN. PLAN VIEW FOR OPENING TO 4'-4" WIDE, PROVIDE 1—#5 VERTICAL EACH SIDE OF OPENING. OPENING, SEE PLAN CMU )AMB REINFORCING SCALE: 3/4" 1'-0" FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU W/ '/4"0x23/4" TAPCONS @ 24"O.c INSTALL 3 MIN. EACH SIDE. 8" CMU WALL. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK STRUCTURAL WINDOW/DOOR BUCK 16d COMMONS SHEATHING @ 8" O.C. SPLICE FLOOR FRAMING, SEE PLAN \ N CONT. RIBBON BOARD (TYP) CON T WALL SHEATHING, SPLICE AS N SHOWN SEE NOTE 3 Li 0 z w Lij PERPENDICULAR 16d COMMONS @ 8" 0. C. FLOOR FRAMING, SEE PLAN 2x6 PT SYP#2 LE W/ 5/8" THREADEC EPDXIED 5" MIN SF @ 16" O.C., STAGGc-r�E-u 2x4 SYP#2 HORIZ BRACING @ 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL EE W/ (3) 10d 2x4 SYP#2 DIAGONAL FASTEN EE W/ (3) 1 O SEE NOTE 3 PARALLEL w 0 z Li w SHEATHING SPLICE z N CONT WALL SHEATHING, SPLICE AS SHOWN CN Li 0 z u w w =1 v) PARALLEL NOTES: 1. SEE TABLE 7/SO.0 FOR FLOOR SHEATHING SPECS 2. 8x16 CONT BOND BEAM w/ PRECAST BOTTOM COURSE OVER OPENINGS (SEE PLAN FOR SPECIFIC LINTEL SIZES). ADD (1)#5 CONT TOP AND BOT. 3. SEE 2/S2.1 FOR TOP PLATE CONNECTION 4. FULL HEIGHT ANCHOR NOT SHOWN FOR CLARITY, SEE PLAN FOR SPECIFIC LOCATIONS SECTION MIN 48 BAR DIA. RFRAR IAP 1—#5 VERTICAL EACH NER, INTERSECTION, PACING INDICATED PLAN OR SCHED. 8" CMU WALL. DRIZONTAL TIE BEAM ORCING (ONLY ONE SHOWN FOR CLARITY). w < mm �< 00m w z� �Q •° o TYPICAL CMU HORZONTAL/CORNER SPLICE 8x16 CONT BOND BEAM ° a °w/ PRE—CAST BOT --a. COURSE OVER OPENINGS TOP OF a ° I a . I (SEE PLAN FOR SPECIFIC BOND BEAM a LINTEL SIZES). ADD (1)#5 --�--a: �� ---��- ---- - - CONT TOP AND BOT. STOP JOINT REINF. I %L p. ° PROVIDE REINFORCED o a AT CONTROL JOINT CELL EACH SIDE OF JOINT o a OF CONTROL PRE—FORMED JOINT JOINT REINF. FILLER, �@ 16 O.C. BACKER ROD MA I LNIAL CAULKING DEPTH OF CAULKING WIDTH OF ONE HALF THE WIDTH HEAD JOINT OF THE HEAD JOINT STOP JOINT REINF. AT CONTROL JOINT NOTES: 1. PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR NOT TO EXCEED 50'-0" O/C. SPACING OF JOINTS SHOULD BE COORDINATED W/ ARCHITi-CT. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. CMU CONTROL _IOINT SCALE: 3/4" = 1'-0" JOB COPY V 0 W 0 F— LU Cn LU W Lou Pontiso and Associates. Inc. 4745 Sutton Park Court, #2.04 Jacksonville, Florida 32224 Ph. 904-242-0908 FL CA # 8344 www.LP-A.com w ore*e�ea►ae "r®r SA � z w Uj 0 z U w a 311 LU ry Q Do S E OF ��'f•��.r 2 F ' s4.4 R IQ P. �� ' °° Lu i sT"'liol"Oo oP E � FL PE#53311 w REVISIONS DATE w m J 0 Ln Q FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w � z w Uj 0 z U w w LU ry Q Do 2 0 U � � w Z w m J 0 Ln Q FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM CARCLHITECTURAL S. IF A DIMENSION IS REFER TO THE DRAWINGS OR T THE E.O.R. LPA DWG TEMPLATE RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOB 4 RSOR-19-0039 SQUARE FOOTAGE SHEET S�•� SHEET 16 OF 20 TABLE 12: WINDOW SILL SCHEDULE ROUGH OPENING CONDITION A SPF#2 PLATES SILL SILL PLATE TO JACK STUD CONNECTION EE LESS THAN 4'-4" MSTA24 MIN (1) 2x4 (4) 10d TOE -NAILS 4'-5" TO 6'-4" GAP SHOWN MIN (2) 2x4 (5) 10d TOE -NAILS 6'-5" TO 8'-4" TYPICAL HEADER MIN (3) 2x4 (1) A34 8'-5" TO 12'-0" SEE PLAN MIN (3) 2x6 (1) A35 GREATER THAN 12'-0" SHEATHING MAY SEE PLAN SEE PLAN TRUSS TO PLATE: H2.5T PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 3/S2.2 FOR PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 3/S2.2 FOR INSTALLATION TRUSS TO PLATE: H2.5T INSTALLATION HEADER PLACED HEADER PLACED AT OUTSIDE FACE AT OUTSIDE FACE OF WALL OF WALL WINDOW SILL PER WINDOW SILL PER TABLE 12/S2.2 TABLE 12/S2.2 2x4 WALL 31/ SCALE: 3/4" "'OTCH RAFTER TAIL TO CCEPT FLATWISE 2x6 0.2 SYP. FASTEN 2x6 D RAFTER TAIL W/ -12d FACE NAILS. 2x4 NO.2 SYP FASCIA. FASTEN TO RAFTER TAIL W/ 2-10d TOE NAILS. FASTEN TO 2x6 PLANVIEW STRUCTURAL FASCIA DETAIL W/ 1-12d 1 TOWER ROOF DETAIL FULL HEIGHT STUD TO BEAM W/ (2) ROWS 10d @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR - BASE ANCHOR NOTCH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PORCH BEAM PER PLAN MIN. (2)2x4 STUDS BELOW BEAM & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER. SECTION TAIL (PER ARCH) ONTO ROOF MEMBER )WS OF 10d @ 4" O.C. STRUCTURAL FASCIA, SEE 4/S2.3 FULL HEIGHT STUD TC BEAM W/ (2)ROWS 1Old @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR BASE ANCHOR 2x4 BLOCKING @ 24" O.C. FASTEN EA. END w/ (3)10d TOENAILS L� (4)1Od WALL INTERSECTION CONDITIONS FULL HEIGHT ANCHOR O O CORNER CONDITIONS TABLE 13: HEADER STRAPPING SCHEDULE KEYNOTE CONDITION A 2x6 WALL CONDITION NOTES: LSTA18 KING STUD TO TOP PLATE C MSTA24 1. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 48" OR LESS OR LESS OR WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE GAP SHOWN 2. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 24" OR LESS 3. ALL HEADERS SHALL BE SYP#2 Ci< TYPICAL HEADER FRAMING DETAIL HEADER, 31/ SCALE: 3/4" "'OTCH RAFTER TAIL TO CCEPT FLATWISE 2x6 0.2 SYP. FASTEN 2x6 D RAFTER TAIL W/ -12d FACE NAILS. 2x4 NO.2 SYP FASCIA. FASTEN TO RAFTER TAIL W/ 2-10d TOE NAILS. FASTEN TO 2x6 PLANVIEW STRUCTURAL FASCIA DETAIL W/ 1-12d 1 TOWER ROOF DETAIL FULL HEIGHT STUD TO BEAM W/ (2) ROWS 10d @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR - BASE ANCHOR NOTCH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PORCH BEAM PER PLAN MIN. (2)2x4 STUDS BELOW BEAM & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER. SECTION TAIL (PER ARCH) ONTO ROOF MEMBER )WS OF 10d @ 4" O.C. STRUCTURAL FASCIA, SEE 4/S2.3 FULL HEIGHT STUD TC BEAM W/ (2)ROWS 1Old @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR BASE ANCHOR 2x4 BLOCKING @ 24" O.C. FASTEN EA. END w/ (3)10d TOENAILS L� (4)1Od WALL INTERSECTION CONDITIONS FULL HEIGHT ANCHOR O O CORNER CONDITIONS TABLE 13: HEADER STRAPPING SCHEDULE KEYNOTE CONNECTOR A LSTA18 @ 32" O.C. (MIN 3 STRAPS PER HEADER) B LSTA18 KING STUD TO TOP PLATE C MSTA24 D FULL HEIGHT OR KING STUD BASE, ANCHOR SEE PLAN* STUD BELOW LOWER TOP OVER LAP DOUBLE PLATE AT BREAK TOP PLATES ORTHOGONAL_ VIEW OF CORNER NOTES: 1. DENOTES 10d @ 6" O.C. VEF;TICAL, UON 2. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 3. DENOTES FULL HEIGHT HOLD DOWN, SEE PLAN 4. OVERLAP TOP PLATES AT CORNERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT READ V�HEN BASE ANCHOR IS INSTALLED TYPICAL CORNER Et INTERSECTION FRAMING RAFTER TAIL TO ACCEPT VISE 2x6 NO.2 SYP. FASTEN -0 RAFTER TAIL W/ 3-12d NAILS 2x4 NO.2 SYP FASCIA. FASTEN TO TRUSS TAIL W/ 2-10d TOE NAILS. FASTEN TO FLATWISE 2x6 W/ 1-12d. 2x_ SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. FASTEN w/(2) ROWS %"0 CARRIAGE BOLTS @ 12" O.C. STAGGERED. ROOF RAFTER PER PLAN RAFTER TAIL (PER ARCH) SCABBED ONTO ROOF MEMBER W/(2) ROWS OF 10d @ 4" O.C. LSTA18 INSTALLATION IF NOTED ON PLAN WHEN 3 HIGH U�PLIFT HEADER�STRAPPING DOTED S2.2 ROOF SHEATHING PER SPEC 2x OVERS RAFTER TAIL DETAIL SCALE: 3/4" FASTEN EA. RAFTER TO INFILL w/A35 ANGLE (TYP) ROOF MEMBER PER PLAN UPLIFT CONNECTOR PER PLAN WALL FRAMING PER PLAN ROOF SHEATHING ,/PROVIDE SOLID 2x_ SYP#2 CUT TO FIT ~'°INSIDE BEAM FLANGES AS SHOWN. FASTEN STEEL BEAM TO STEEL BEAM w/ 2-5/8"0 A325@ 16" O.C. PER PLAN STAGGERED THRU BOLTS w/ WASHERS. WOOD INFILL AT II�ZOOF DETAIL SCALE: 3/4" = 1'-0" TOP PLATE TO BEAM W/ LSTA18 @ 32" O.C. (NOT REQUIRED IF _L SHEATHING IS INSTALLED ON E OF BEAM) CH BEAM PLAN OPTION 1 OPTION 2 NOTES: 1. INSTALL LSTA18 WRAPPED OVER TOP PLATE PER "LSTA INSTALLATION" ON DETAIL 6/S2.0 TYP PORCH BEAM CONNECTION SCALE: 3/4" ;2)2x4 STUDS BELOW & (1) FULL HEIGHT �Iuu ADJ TO PORCH HEADER. (2)1/2 "Ox7" LONG LAG SCREWS IN PRE -DRILLED HOLES 4-12d TOE NAILS (TYP.) FULL DEPTH 2x_ BLOCKING BETWEEN OUTLOOKERS. FASCIA -' 2x_ OUTLOOKERS @ 24" O.C. (1) SIMPSON H2.5T @ 48" 0,C. ROOF SHEATHING ROOF RAFTER PER PLAN DORMER FRAMING HIP CONNECTION DETAIL (2) PLY RAFTER TO /--SUPPORT OUTRIGGERS. (TYP) L ROOF RAFTER PER PLAN (1)SIMPSON H2.5T CLIP EA. JOIST. 2x6 SPF#2 PONY WALL w/ STUDS @ 16" O.C. I I MSTA24 @ 48" O.C. S ROOF SHEATHING _TS HIP - GE 4%10" GALV. PLATES w/3 -5/8"O THRU BOLTS r -RIDGE FILLET WELDS ELEVATION VIEW * S TRAP STUDS TO BELOW W/ (2)MSTA36 IF 2x4 BLOCKING BETWEEN EA Associates, Inc_ HEADER IS LOCATED ON 2ND LEVEL 0 LSTA18 WRAPPED FROM (5)1Odx1/2" TO TOP PLATE LSTA18 WRAPPED FROM HDR OVER TOP PLATE TOP P TO OP TPLATE HDR OVER TOP PLATE � e m GAP SHOWN FL CA # 8344 (3) 10d TOE -NAILS OZ www. L P -A. co m (5)10 TO I HEADER - Ci< (5 10dx1Y " �I ) I wLn HEADER, I I.. • 0': HEADER, TO HEADER SEE PLAN 2x6 BLOCKING + PLY EXTEND SHEATHING SEE PLAN �� SIMPSON WOOD FLITCH BEHIND SHEATHING MAY PLYWOOD BLOCK BEHIND VERT TO TOP OF WALL LSTA18, FASTEN EACH PLY \ WALL LSTA18, FASTEN TO SHEATHING TO HEADER W / (6)10d SHEATHING HEADER W/ (6)10d 2x4 WALL 2x6 WALL STUD BELOW LOWER TOP OVER LAP DOUBLE PLATE AT BREAK TOP PLATES ORTHOGONAL_ VIEW OF CORNER NOTES: 1. DENOTES 10d @ 6" O.C. VEF;TICAL, UON 2. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 3. DENOTES FULL HEIGHT HOLD DOWN, SEE PLAN 4. OVERLAP TOP PLATES AT CORNERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT READ V�HEN BASE ANCHOR IS INSTALLED TYPICAL CORNER Et INTERSECTION FRAMING RAFTER TAIL TO ACCEPT VISE 2x6 NO.2 SYP. FASTEN -0 RAFTER TAIL W/ 3-12d NAILS 2x4 NO.2 SYP FASCIA. FASTEN TO TRUSS TAIL W/ 2-10d TOE NAILS. FASTEN TO FLATWISE 2x6 W/ 1-12d. 2x_ SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. FASTEN w/(2) ROWS %"0 CARRIAGE BOLTS @ 12" O.C. STAGGERED. ROOF RAFTER PER PLAN RAFTER TAIL (PER ARCH) SCABBED ONTO ROOF MEMBER W/(2) ROWS OF 10d @ 4" O.C. LSTA18 INSTALLATION IF NOTED ON PLAN WHEN 3 HIGH U�PLIFT HEADER�STRAPPING DOTED S2.2 ROOF SHEATHING PER SPEC 2x OVERS RAFTER TAIL DETAIL SCALE: 3/4" FASTEN EA. RAFTER TO INFILL w/A35 ANGLE (TYP) ROOF MEMBER PER PLAN UPLIFT CONNECTOR PER PLAN WALL FRAMING PER PLAN ROOF SHEATHING ,/PROVIDE SOLID 2x_ SYP#2 CUT TO FIT ~'°INSIDE BEAM FLANGES AS SHOWN. FASTEN STEEL BEAM TO STEEL BEAM w/ 2-5/8"0 A325@ 16" O.C. PER PLAN STAGGERED THRU BOLTS w/ WASHERS. WOOD INFILL AT II�ZOOF DETAIL SCALE: 3/4" = 1'-0" TOP PLATE TO BEAM W/ LSTA18 @ 32" O.C. (NOT REQUIRED IF _L SHEATHING IS INSTALLED ON E OF BEAM) CH BEAM PLAN OPTION 1 OPTION 2 NOTES: 1. INSTALL LSTA18 WRAPPED OVER TOP PLATE PER "LSTA INSTALLATION" ON DETAIL 6/S2.0 TYP PORCH BEAM CONNECTION SCALE: 3/4" ;2)2x4 STUDS BELOW & (1) FULL HEIGHT �Iuu ADJ TO PORCH HEADER. (2)1/2 "Ox7" LONG LAG SCREWS IN PRE -DRILLED HOLES 4-12d TOE NAILS (TYP.) FULL DEPTH 2x_ BLOCKING BETWEEN OUTLOOKERS. FASCIA -' 2x_ OUTLOOKERS @ 24" O.C. (1) SIMPSON H2.5T @ 48" 0,C. ROOF SHEATHING ROOF RAFTER PER PLAN DORMER FRAMING HIP CONNECTION DETAIL (2) PLY RAFTER TO /--SUPPORT OUTRIGGERS. (TYP) L ROOF RAFTER PER PLAN (1)SIMPSON H2.5T CLIP EA. JOIST. 2x6 SPF#2 PONY WALL w/ STUDS @ 16" O.C. I I MSTA24 @ 48" O.C. S ROOF SHEATHING _TS HIP - GE 4%10" GALV. PLATES w/3 -5/8"O THRU BOLTS r -RIDGE FILLET WELDS ELEVATION VIEW LVL PORCH BEAMS IIIMINIMUM 5" BEARING PER PLAN. DEPTH OF STEEL BEAM ON SYP DBL. TOP PLATES STEEL TO WOOD LVL DETAIL 2.1 / SCALE: 3/4" = 1'-0" SCALE: JOB COPY Lou Pontigo and 2x- SPF BLOCKING 2x4 BLOCKING BETWEEN EA Associates, Inc_ U_ 0 4%45 Sutton Park Court, #204 RIPPED TO FIT WITH TRUSS. FASTEN EA END W/ < � Ph. 904-2-42-0908 m GAP SHOWN FL CA # 8344 (3) 10d TOE -NAILS OZ www. L P -A. co m Ci< Z wLn ri J • 0': Q No. 3 EXTEND SHEATHING SIMPSON �� SIMPSON SHEATHING MAY "1111 VERT TO TOP OF H2.5T �1 I� H2.5T Luis A. Pontigo, PE TERMINATE AT TOP F L P E#53311 TRUSS AS SHOWN. OF DBL TOP PLATE. SIMPSON Q FULL HEIGHT FULL HEIGHT H2.5T w ANCHOR, SEE ANCHOR, SEE o PLAN PLAN FULL HEIGHT ANCHOR, SEE PLAN SHEATHING BREAK HEEL < 5" 5" < HEEL < 12" HEEL 12" OR GREATER NOTES: 1. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1)SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 2. SEE TABLE 6/SO.O FOR ROOF SHEATHING SPECIFICATIONS 3. SEE DETAIL 6/S2.2 FOR RAFTER TAIL ATTACHMENT lo ROOF TRUSS CONNECTION LVL PORCH BEAMS IIIMINIMUM 5" BEARING PER PLAN. DEPTH OF STEEL BEAM ON SYP DBL. TOP PLATES STEEL TO WOOD LVL DETAIL 2.1 / SCALE: 3/4" = 1'-0" SCALE: JOB COPY REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U Lou Pontigo and Associates, Inc_ U_ 0 4%45 Sutton Park Court, #204 Jacksonville, Florida 32224 < � Ph. 904-2-42-0908 m FL CA # 8344 OZ www. L P -A. co m Z wLn •` \C E & J • 0': Q No. 3 * "O OF F ` "1111 A L ENG �� OC OC Luis A. Pontigo, PE F L P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U w U_ 0 zUw > < � Q m OZ Q Z wLn m J OO Q MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THL ARCHITECTURAL ORA\KINGS OR CONTACT THE E.O.P.. LPA DWG TEMPLATE RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOG # RSOR-19-0039 SQUARE FOOTAGE SHEET III SHEET 18 OF 2O 2ND STORY IOP PLATE ELEV. 2ND FLOOR ELEV. PLATE TO HEADER: LSTA18 @ 24" OC, NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 24" —DOUBLE TOP PLATES. KING STUD TO TOP PLATE: 2 LSTA18. NOT REQUIRED AT GABLE s2.o ENDS OR OPENINGS LESS THAN 48" 1 UPPER WALL/ STUDS TO BELOW —/ BOTTOM PLATE. (1)CS16 @ 48" O.C. FLOOR SHEATHING. WALL STRAPPING DETAIL FHIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TABLE 15: SHEARWALL END STUD STRAPPING SCHEDULE KEYNOTE FF A UPPER STUDS TO LOWER STUDS W/ FULL HEIGHT ANCHOR UON ON PLAN B SOLE PLATE ANCHORS @ 24" O.C. SEE DETAIL 4/S2.0 I ADDITIONAL STRAPS OR HOLD DOWNS AS NOTED ON PLAN CONCRETE WASHER WALL ENDS OR CORNER: MIN (2)PLY STUD PACK AT WALL ENDS OR CORNER. PROVIDE (3)PLY STUD PACK AT SH EAR WALLS EDGE DISTANCE PLAN) HOLE 0 HOLE 0 THIGHTE CORNER: O2 Q CS16 STRAP z w Z MONO WALL ENDSOR CORNER: MONO STEM 3/» Q (2)CS16 STRAPS. 2"x2"xY8" 4„ 2„ 3" (2)LSTA18 FOLD OVER 3/4„ 3/4„ 3„x3„xY4„ 7/2„ 12„ 2Y2” U AT NOTED ON PLAN TO BELOW. TOP PLATE PER 6/S2.0. ENDS. (3)LSTA18 AT CRIPPLE STUDS o� Q W � J z � < z w SHEARWALL ENDS @ 16" O.C. (TYPICAL) WALL ENDS OR CORNER: MIN (2)PLY STUD BOTTOM PLATE. PACK AT WALL ENDS OR CORNER. �LOOR SHEATHING. FLOOR SYSTEM PROVIDE (3)PLY `.3T FLOOR TOP PLATE ELEV. DOUBLE TOPIz PLATES. STUD PACK AT o Iz Q \ Q z � � CD = —I SHEARWALLS WALL ENDS OR CORNER: (2)CS16 STRAPS. (3)CS16 AT SHEARWALL ENDS. UPPER WALL CS16 STRAP PER KING STUD TO BELOW. STUDS TO BELOW o �- Z Q � HIGH UPLII w�Q )CS16 @ 48" O.C. => CD Z Cl� w J � NOTED ON BEAM OR GIRDER TRUSS, SEE LAYOUT FOR CONDITION. Ll UPPER WALL/ STUDS TO BELOW —/ BOTTOM PLATE. (1)CS16 @ 48" O.C. FLOOR SHEATHING. WALL STRAPPING DETAIL FHIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TABLE 15: SHEARWALL END STUD STRAPPING SCHEDULE KEYNOTE CONNECTOR A UPPER STUDS TO LOWER STUDS W/ FULL HEIGHT ANCHOR UON ON PLAN B SOLE PLATE ANCHORS @ 24" O.C. SEE DETAIL 4/S2.0 C ADDITIONAL STRAPS OR HOLD DOWNS AS NOTED ON PLAN SEE 3 AND 4/S2.1 FOR DIAPHRAGP" WHER SEE PLAN FOR SHEAR WALL EXTENTS NOTES: 1. PROVIDE 7/6" OSB SHEATHING W/ 8d COMMON @ 3" O.C. EDGE AND 6" O.C. FIELD 2. PROVIDE MINIMUM OF (2) STUDS AT EACH END OF SHEARWALL, KING/JACK STUDS AT HEADERS MAY SERVE AS END STUDS FOR SHEAR WALL 3. FASTEN TOP OF INTERIOR SHEAR WALLS PER 3 AND 4/S2.1 4. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER DETAILS ON S1.OA 5. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED, SEE PLAN 6. WHERE UPPER LEVEL SHEAR WALLS STACK WITH LOWER LEVEL SHEAR WALLS, WALL SHEATHING MUST BE CONTINUOUS FROM 1ST LEVEL BOTTOM PLATE TO 2ND LEVEL TOP PLATE AND MUST LAP FLOOR SYSTEM PER OPTION 1 ON DETAIL 2/S2.1 TYPICAL SHEAR WALL ELEVATION 5)UALE: 3/4 = 1 "—O„ STUD TO TOP PLATE: LSTA18 @ 32" OC INSTALLED PER 6/S2.0 WOOD NAILING SPECIFICATIONS: SEE TABLE 9/SO.O FOR WOOD MEMBER FASTENING SCHEDULE WALL BEARING CONDITIONS: WHERE UPPER WALL BEARS ON TOP OF GIRDER TRUSS: CS16'S STARTS AT BOTTOM OF GIRDER TRUSS AND CONTINUES TO LAP UPPER STUDS 11" MIN. ALIGN STRAP WITH TRUSS VERTICAL OR PROVIDE SOLID BLOCKING BETWEEN TRUSS CHORDS AT STRAP LOCATION. PROVIDE MINIMUM (12)10d NAILS EACH END OF STRAP WITH MIN (4)10d NAILS AT EACH TRUSS CHORD. WHERE UPPER WALL BEARS ON TOP OF BEAM IN FLOOR SYSTEM CS16'S LAP UPPER STUDS AND BEAM BELOW 11" MIN. PROVIDE MINIMUM (12)10d NAILS EACH END OF STRAP. STEI COUPLE (OPTIONA LOCATE f REQ WALL SECTION WALL EI:NDS OR CORNER: (2)L8TA18 FOLD OVER TOP PLATE PER 6/S2.0. (3)LSTA18 AT SHEARWALL ENDS _ 2ND STORY T^DP PLATE ELEV. 2N DOUBLE TOP PLATES. PLATE TO HEADER: LSTA18 @ 24" OC, NOT REQUIRED AT GABLE ENDS OR 2 OPENINGS LESS THAN 24" S2.0 / STUD TO TOP PLATE: LSTA18 @ 32" OC INSTALLED PER 6/S2.0 FULL HEIGHT ANCHOR. SEE PLAN FOR SIZE AND SPACING LAP UPPER STUDS AND WALL ENDS OR V REQUIRED WHERE (PER WOOD PLATE CONCRETE WASHER WALL ENDS OR CORNER: MIN (2)PLY STUD PACK AT WALL ENDS OR CORNER. PROVIDE (3)PLY STUD PACK AT SH EAR WALLS EDGE DISTANCE PLAN) HOLE 0 HOLE 0 HIGH UPLIFT STRAPPING WHERE NOTED ON PLAN CRIPPLE STUDS @ 16" O.C. (TYPICAL) CORNER: O2 Q CS16 STRAP z w Z MONO STEM MONO STEM 3/» Q (2)CS16 STUD TO TOP PLATE: LSTA18 @ 32" OC INSTALLED PER 6/S2.0 FULL HEIGHT ANCHOR. SEE PLAN FOR SIZE AND SPACING WALL STRAPPING DETAIL FHIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TABLE 16: THREADED ROD HOLD DOWN INSTALLATION CHART ROD 0 LAP UPPER STUDS AND WALL ENDS OR V REQUIRED WHERE (PER WOOD PLATE CONCRETE WASHER EMBED DEPTH EDGE DISTANCE PLAN) HOLE 0 HOLE 0 SIZE CORNER: O2 Q CS16 STRAP z w Z MONO STEM MONO STEM 3/» Q (2)CS16 STRAPS. 2"x2"xY8" 4„ PER KING STUD 2„ 3" /8 3/4„ 3/4„ 3„x3„xY4„ 7/2„ 12„ 2Y2” (3)CS16 AT TO BELOW. SHEARWALL ENDS. D FLOOR ELEV. o� Q W � J z � < z w BOTTOM PLATE. �LOOR SHEATHING. FLOOR SYSTEM `.3T FLOOR TOP PLATE ELEV. DOUBLE TOPIz PLATES. o Iz Q \ Q z � � CD = —I UPPER WALL STUDS TO BELOW HIGH UPLII )CS16 @ 48" O.C. STRAPPINC NOTED ON WALL STRAPPING DETAIL FHIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TABLE 16: THREADED ROD HOLD DOWN INSTALLATION CHART ROD 0 LAP UPPER STUDS AND ® © V REQUIRED WHERE (PER WOOD PLATE CONCRETE WASHER EMBED DEPTH EDGE DISTANCE PLAN) HOLE 0 HOLE 0 SIZE O2 Q z w Z MONO STEM MONO STEM 3/» Q Y2 Y2" 2"x2"xY8" 4„ 4" 2„ 3" /8 3/4„ 3/4„ 3„x3„xY4„ 7/2„ 12„ 2Y2” 3„ THREADED ROD HOLD DOWN SPECIFICATIONS ANCHOhING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 3Ya 0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2% Y8” STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (SYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 1/" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT AE30VE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE CiISTANCE REQUIREMENTS NOTES: 1. SEE FRAMING PLAN FOR ANCHOR LOCATIONS THREADED ROD HOLIID DOWN SCALE: 3/4" = 1'-0" WOOD NAILING SPECIFICATIONS: SEE TABLE 9/SO.0 FOR WOOD MEMBER FASTENING SCHEDULE WHERE UPPER WALL BEARS ON TOP OF LOWER WALL/ LOWER HEADERS: CS16'S LAP UPPER STUDS AND HEADER BELOW 11" MIN. NO NAILING REQUIRED WHERE STRAP CROSSES THE FLOOR SYSTEM. PROVIDE MINIMUM (12)10d NAILS EACH END OF STRAP. Uj -T WHERE PLAN DECKING PER ARCH. FASTEN TO JOIST w/(2)10d RING SHANK NAIL JOIST TO BRACKET w/(2)Y2"x6" S.S. LAG SCREWS INSTALLED IN A TOESCREW CONFIGURATION 4x10 SYP#2 P.T. @ 16" O.C. "DECK" JOIST 4x6 SYP#2 P.T. BRACKET FRAMING 34/"O THRU BOLTS PLUGGED w/ NUTS & WASHER (2 LOCATIONS). BRACKET DETAIL SCALE: 3/4" = 1'-0" 0 I 4x6 SYP# 2 P.T. BRACKET FRAMING WALL FRAMING PER PLAN SEE DETAIL 11 /S2.2 I I � I I I FLOOR TRUSS PER PLAN PROVIDE REINFORCED FILLED CELL AT EA. BRACKET LOCATION (TYP) 7/8 "O x15"LONG ANCHOR BOLT W/ Y4"x3"x3" STEEL PLATE & WASHER.(2 LOCATIONS). JOB COPY 0 ob 0 /W V ! L w I lI JAE\ I Lou Pont', and Associates, Inc. a 4745 Sutton Park Court. #t204 lacksonviile, Florida 32224 Ph. 904-242-00)08 FL CA # 8344 I www.LP-A.COrn ti s. ''. OF 00 LAIPP aaa Luis A. Ponti-o, PE FL PE453311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w Z � u' w 0 z 2 w U Uj Qw m O2 Q z w Z w m Ln Q �O MISC DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLAI t RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE 08.01.19 SCALE AS NOTED LPA JOB 4 RSOR-19-0039 SQUARE FOOTAGE SHEET S2.4 SHEET 19 of 20 I LI\ I Lf -%I,4 STEEL BRACKET DETAIL SCALE: 3/4" = 1'-0" HIEGHT 5/8" \DED ROD )W PORCH PER PLAN CAP ATE "x5/6" PLATE NUT TO JT G OUT. I LI \ I LfnI I4 MASTER BRACKET DETAIL SCALE: 3/4" = 1'-0" HIEGHT %" \DED ROD )W PORCH PER PLAN :6 SYP##2 zACKET MEMBER S & TIONS). (10)##5 VERTICAL REBAR ##3 CLOSED HOOP TIRRUPS @ 6"o.c CONCRETE COLUMN DETAILS SCALE: 3/4" = 1'-0" DECKING PER ARCH. FASTEN TO JOIST w/(2)10d RING SHANK NAIL JOIST TO BRACKET w/(2)Y2"x6" S.S. LAG SCREWS INSTALLED IN A TOESCREW CONFIGURATION II II � 4x10 SYP##2 P.T. @ 16" O.C. "DECK" JOIST 4x6 SYP##2 P.T. BRACKET FRAMING 11 3/4"0 THRU BOLTS PLUGGED w/ NUTS & WASHER (2 LOCATIONS). BRACKET DETAIL SCALE: 3/4" 0 I 4x6 SYP##2 P.T. BRACKET FRAMING .. o C2 WALL FRAMING PER PLAN SEE DETAIL FLOOR TRUSS PER PLAN PROVIDE REINFORCED _ FILLED CELL AT EA. BRACKET LOCATION (TYP) 7/8 "b x15"LONG ANCHOR BOLT w/ Y4"x3"x3" STEEL PLATE & WASHER.(2 LOCATIONS). JOB COP Lou Pontigo ''nd Associates. Inc. 4745 Sutton ParkCowt,;t20,4 Jackson✓ille,Florida 32224 Ph. 904-242-0908 FL CA # 8344 www. L P -A. c_o n �unuur P.0NT c' v� .��CEIVg�• � F o N0.o N - T ST OF . N F �X �SS�4NA�- Luis A. Ponti go, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO E ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT !N ADDITIONAL ENGINEERING OR INSPECTION FEES. W UO NOT SCALE DIMENSIONS FRON! THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THF E.O.R. z � J L.L W = � � Q LU noolQ W m I O Q Lf)z w Z w m O � � a (f) , S2.5 BRACKET DETAILS o UO NOT SCALE DIMENSIONS FRON! THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THF E.O.R. QLPA c6e DW'G TEMPLATE —� RESIDENCE DRAWN/DESIGN/CHECKED WAC/ WAC / LAP DATE. W 08.01.19 SCALE AS NOTED LPA JOB # RSOR-19-0039 SQUARE FOOTAGE. SHEET LU S2.5 SHEET 20 OF 20