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1711 BEACH AVE RES18-0416 DWGS17INTERIOR #5 @ 12" O.C. TOP #5 @ 12" 0. C. TOP #4 @ 12" O.C. TEMPERATURE 7" STRUCTURAL REINFORCING CONCRETE SLAB 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP EIN ORCING 1/3 SPAN TOPREI[FORCG 2-#4 2-#4 SUPPORT EL.+ 0'-0" _ EL. +21.50' NAVD TOP OF SLAB4 V TOP OF SLAB (+22.60' NGVD) #4 12" O.C. �j ��� #5 @ 12" O.C. BOTTOM 3-#5 EACH WAY TEMPERATURE N ABOVE PILE EL. +9.83' NAVD REINFORCING i� ---- TOP 1 1 PILE #5 @ 12" O.C. BOTTOM ­j_t- - - - ,L EL. +19.50' NAVD 2' -0"x2' -0"x2' -0"d PILE BOTTOM OF PILE CAP GRADE BEAM REINFORCING Y CAP AT SINGLE PILE, CONTINUOUS THROUGH SEE PLAN FOR LOCATIONS PILE CAP, SEE SECTION , 3pcs #3 TIES @ 3" O.C. 2/S-4 ' AT TOP OF PILE OUTLINE OF GRADE BEAM"0 AUGER CAST PILE 1'-4" 16 BEYOND, SEE SECTION PER DETAIL 1/S-3 2/S-4 2' SEE PLAN FOR LOCATION INTERIOR SINGLE PILE AND STRUCTURAL SLAB � SECTION SCALE: 3/4" = 1'-0" W LL #4 @ 12" O.C. TEMPERATURE INTERIOR #5 @ 12" O.C. TOP REINFORCING w/ STD 90° BEND 1/3 SPAN OF REINFOR ING 2-#4 SUPPORT EL.+ 0'-0" TOP OF SLAB _ #5 @ 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB - - -- OUTLINE OF GRADE BEAM BEYOND, SEE SECTION 5/S-4 GRADE BEAM REINFORCING CONTINUOUS THROUGH PILE CAP, SEE SECTION 5/S-4 3-#5 EACH WAY ABOVE PILE 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 16"0 AUGER CAST PILE PER DETAIL ! ' #5 @ 12" O.C. TOP 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP EIN ORCING 2-#4 #4 @ 12" O.C. - TEMPERATURE REINFORCING #5 @ 12" 0. C. BOTTOM NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (INTERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER AND INTERSECTION -LEL. +21.50' NAVD TOP OF SLAB (+22.60' NGVD) EL. +19.83'NAVD TOP OF PILE It EL. +19.50' NAVD 'qIjBOTTOM OF PILE CAP �- 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35'-0" w/ 1/S-,3, SEE PLAN FOR LOCATION 1' 4" #3 TIES AT 12" O.C. 1'-0" PILE CAP AT EDGE CONDITION /4� SECTION S-4/ SCALE: 3/4" = 1'-0" NTERIOR I 1/3 SPAN TOP #5 @ 12" O.C. TOP #4 @ 12" O.C. TEMPERATURE F REINFORCING 7" STRUCTURAL FORCING CONCRETE SLAB 2-#4 SUPPORT EL. +21.50' NAVD • TOP OF SLAB (+22.60' NGVD) #5 @ 12" O.C. BOTTOM r4-) EL. +20.00' NAVD BOTTOM OF GRADE BEAM 1'-4" 1'-4"w x 1'-6"d GRADE BEAM GB -1 REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE INTERIOR GRADE BEAM AND STRUCTRURAL SLAB 0 SECTION S-4 ALL 8" CMU WALL w/ 1-#5 VERTICAL @ 40" O.C. MAXIMUM #4 @ 12" O.C. TEMPERATURE INTERIOR #5 @ 12" O.C. TOP REINFORCING w/ STD 90° BEND 1/3 SPAN OF REINFOR ING 2-#4 SUPPORT EL.+ 0'-0" - TOP OF SLAB r_ • • #5 @ 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE / SLAB MONOLITHIC CONCRETE GRADE 1'-4" BEAM, SEE PLAN 1'-4"w x 1'-6"d GRADE BEAM GB -2 REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS 38" @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 9„ #5 DOWEL NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (INTERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER 1/,"0 THREADED -ROD 2"x6" SPF N0.2 CONNECTION SYSTEM STUDS @ 16 O.C. 2"x6" P.T. SYP No.2 BASE COUPLER NUT PLATE w/ DRILLED AND 2"x2"x1/$" PLATE WASHER EPDXIED 1/2 "Ox12" HOT AND HEX NUT DIPPED GALVANIZED THREADED 7" STRUCTURAL STUD AT EACH ALL-THREADA CONCRETE SLAB CONNECTOR ROD LOCATION #5 @ 12" 0. C. TOP DRILL 10" AND EPDXY EL. +21.50' NAVD EL.+ 0'-0" TOP OF SLAB TOP OF SLAB - (+20.35' NGVD) • _ �, EL. +20.92' NAVD _ BOTTOM OF SLAB r #4 @ 12" O.C. TEMPERATURE REINFORCING ,4 EL. +20.00' NAVD 7" STRUCTURAL -/1,-4„ BOTTOM OF GRADE BEAM CONCRETE SLAB 1'-4"w x 1'-6"d GRADE BEAM #5 @ 12" O.C. BOTTOM REINFORCED w/ 4-#6 TOP AND GB -1 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE INTERIOR BEARING WALL wZ THREADED ROD CONNECTION SYSTEM SECTION SCALE: 3/4" = 1'-0" 1-#5 VERT. DOWEL w/ STD 90° 38" 9 #5 VERTICAL DOWEL„ BEND INTO GRADE BEAM ALIGNED w/ 8” CMU WALL REINFORCING ABOVE < PERVIOUS PAVERS z OVER COMPACTED � SAND BED. FINISH TO BE DETERMINED N BY ARCHITECT. EL. +21.50' NAVD TO OF SLAB (+p2.60' GRADE BEAM AT EDGE CONDITION 5 SECTION S-4 SCALE: 3/4" = 1'-0" #4 @ 12" O.C. TEMPERATURE REINFORCING #4x4'-0" @ 12" O.C. TOP EAST PORCH w/ STD 90° BEND 2-#4 SUPPORT SLOPE 2" #5 (9) 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE 1'-4" BEAM, SEE PLAN 1'-4"w x 1'-6"d GRADE BEAM GB -4 REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GRADE BEAM AT EAST COVERED PORCH EDGE 8 SECTION S-4 SCALE: 3/4" = 1'-0" LIVING ROOM WATERPROOFING DESIGNED BY W LL - EAST COVERED PORCH OTHERS 8" CMU WALL w/ 1-#5 VERTICAL @ 40" O.C. 7" STRUCTURAL MAXIMUM CONCRETE SLAB J 1-#5 VERT. DOWEL w/ STD #5 @ 12" O.C. BOTTOM 90° BEND INTO GRADE Ln BEAM ALIGNED w/ 8" CMU #4x4'-0" @ 12" O.C. TOP `� WALL REINFORCING ABOVE W/ STD 90° BEND LE SLOPE 2" �l EL. +21.50' NAVD TOP OF SLAB j4EL. +21.00' NAVD #4 @ 12" 0. C. - TOP OF SLAB i� TEMPERATURE - � EL. +20.42' NAVD REINFORCING BOTTOM OF SLAB 1'-4"w x 1'-6"d GRADE BEAM #4 @ 12" O.C. TEMPERATURE REINFORCED w/ 4-#6 TOP AND 1'-4" REINFORCING 4-#6 BOTTOM w/ #3 STIRRUPS 7" STRUCTURAL @ 6" O.C. FIRST 4'-0" EACH END, 4- L CONCRETE SLAB THEN @ 12" O.C. AT MIDDLE #5x5' -n" ray 19" n r� TnP #5 @ 12" O.C. BOTTOM EL. +20.00' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT EAST COVERED PORCH STEP DOWN g" 3 SECTION #5 VERTICAL DOWEL S-4 SCALE: 3/4" = 1'-0" W LL FOYERC%ry VTl I nr%l irnrn M^M^i 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN OF R INFORCING a J #5 @ 12" O.C. BOTTOM _ N #5 @ 12" O.C. TOP w/ STD 90° BEND t r- #4 @ 12" O.C. TEMPERATURE • REINFORCING 1'-4"w x 1'-6"d GRADE BEAM 1'-4" REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS GB -3 @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (INTERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER EL. +20.83' NAVD EDGE OF SLAB PERVIOUS PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY ARCHITECT. SLOPE U 1 -LEL. +19.33' NAVD BOTTOM OF GRADE BEAM _-8" CMU WALL w/ 1-#5 VERTICAL @ 40" O.C. MAXIMUM /-1-#5 VERT. DOWEL w/ STD 90° BEND INTO GRADE IL BEAM ALIGNED w/ 8" CMU Li WALL REINFORCING ABOVE V) SLOPE 1" EL. +21.50' NAVD TOP OFSLAB EL. +21.08 NAVD TOP OF SLAB EL. +20.50' NAVD BOTTOM OF SLAB #4 @ 12" O.C. TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE SLAB #5 @ 12" O.C. TOP #5 @ 12" O.C. BOTTOM EL. +20.00' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT SOUTH COVERED PORCH STEP DOWN 6 SECTION S-4 SCALE: 3/4" = 1'-0" #4 @ 12" O.C. TEMPERATURE REINFORCING #4x4'-0" @ 12" O.C. TOP w/ STD 90° BEND 2-#4 SUPPORT SLOPE 1" SOUTH PORCH #5 @ 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN 1'-0"w x 1'-6"d GRADE BEAM REINFORCED w/ 3-#6 TOP AND 3-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GRADE BEAM AT SOUTH COVERED PORCH EDGE (7,� SECTION SCALE: 3/4" = 1'-0" #5 VERTICAL DOWEL EL. +21.00' NAVD EDGE OF SLAB PERVIOUS PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY ARCHITECT. SLOPE --y A' , _ T IS ID � I Ul� jj� EL. +19.50' NAVD BOTTOM OF GRADE BEAM Sm4 OFFICE COPY SHEET 4 OF 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSVASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (SOII) 217=4707 cc lima, com WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE !JZ� I INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE � l/ WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL ONO do) acopN't �o dM d� F- Vouj �NM� = 0 w��—�N F_ W `� NGVD) CN �d- O o Ua� of of 20.00' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT EDGE CONDITION 5 SECTION S-4 SCALE: 3/4" = 1'-0" #4 @ 12" O.C. TEMPERATURE REINFORCING #4x4'-0" @ 12" O.C. TOP EAST PORCH w/ STD 90° BEND 2-#4 SUPPORT SLOPE 2" #5 (9) 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE 1'-4" BEAM, SEE PLAN 1'-4"w x 1'-6"d GRADE BEAM GB -4 REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GRADE BEAM AT EAST COVERED PORCH EDGE 8 SECTION S-4 SCALE: 3/4" = 1'-0" LIVING ROOM WATERPROOFING DESIGNED BY W LL - EAST COVERED PORCH OTHERS 8" CMU WALL w/ 1-#5 VERTICAL @ 40" O.C. 7" STRUCTURAL MAXIMUM CONCRETE SLAB J 1-#5 VERT. DOWEL w/ STD #5 @ 12" O.C. BOTTOM 90° BEND INTO GRADE Ln BEAM ALIGNED w/ 8" CMU #4x4'-0" @ 12" O.C. TOP `� WALL REINFORCING ABOVE W/ STD 90° BEND LE SLOPE 2" �l EL. +21.50' NAVD TOP OF SLAB j4EL. +21.00' NAVD #4 @ 12" 0. C. - TOP OF SLAB i� TEMPERATURE - � EL. +20.42' NAVD REINFORCING BOTTOM OF SLAB 1'-4"w x 1'-6"d GRADE BEAM #4 @ 12" O.C. TEMPERATURE REINFORCED w/ 4-#6 TOP AND 1'-4" REINFORCING 4-#6 BOTTOM w/ #3 STIRRUPS 7" STRUCTURAL @ 6" O.C. FIRST 4'-0" EACH END, 4- L CONCRETE SLAB THEN @ 12" O.C. AT MIDDLE #5x5' -n" ray 19" n r� TnP #5 @ 12" O.C. BOTTOM EL. +20.00' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT EAST COVERED PORCH STEP DOWN g" 3 SECTION #5 VERTICAL DOWEL S-4 SCALE: 3/4" = 1'-0" W LL FOYERC%ry VTl I nr%l irnrn M^M^i 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN OF R INFORCING a J #5 @ 12" O.C. BOTTOM _ N #5 @ 12" O.C. TOP w/ STD 90° BEND t r- #4 @ 12" O.C. TEMPERATURE • REINFORCING 1'-4"w x 1'-6"d GRADE BEAM 1'-4" REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS GB -3 @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (INTERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER EL. +20.83' NAVD EDGE OF SLAB PERVIOUS PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY ARCHITECT. SLOPE U 1 -LEL. +19.33' NAVD BOTTOM OF GRADE BEAM _-8" CMU WALL w/ 1-#5 VERTICAL @ 40" O.C. MAXIMUM /-1-#5 VERT. DOWEL w/ STD 90° BEND INTO GRADE IL BEAM ALIGNED w/ 8" CMU Li WALL REINFORCING ABOVE V) SLOPE 1" EL. +21.50' NAVD TOP OFSLAB EL. +21.08 NAVD TOP OF SLAB EL. +20.50' NAVD BOTTOM OF SLAB #4 @ 12" O.C. TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE SLAB #5 @ 12" O.C. TOP #5 @ 12" O.C. BOTTOM EL. +20.00' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT SOUTH COVERED PORCH STEP DOWN 6 SECTION S-4 SCALE: 3/4" = 1'-0" #4 @ 12" O.C. TEMPERATURE REINFORCING #4x4'-0" @ 12" O.C. TOP w/ STD 90° BEND 2-#4 SUPPORT SLOPE 1" SOUTH PORCH #5 @ 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN 1'-0"w x 1'-6"d GRADE BEAM REINFORCED w/ 3-#6 TOP AND 3-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GRADE BEAM AT SOUTH COVERED PORCH EDGE (7,� SECTION SCALE: 3/4" = 1'-0" #5 VERTICAL DOWEL EL. +21.00' NAVD EDGE OF SLAB PERVIOUS PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY ARCHITECT. SLOPE --y A' , _ T IS ID � I Ul� jj� EL. +19.50' NAVD BOTTOM OF GRADE BEAM Sm4 OFFICE COPY SHEET 4 OF 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSVASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (SOII) 217=4707 cc lima, com WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE !JZ� I INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE � l/ WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL N w E S SCALE: 3/4" = 1'-0" 1' 2' �u FOUNDATION SECTIONS AND DETAILS ONO do) acopN't �o dM d� F- Vouj �NM� = 0 w��—�N F_ W `� CN �d- O o Ua� of of J o w w C) w W U �- ti >U >J ryUcndo w dp jJ 0 < U) m LI d' Q� wEELL 4 -) JO 2iOof'rn LL <�NzCL N w E S SCALE: 3/4" = 1'-0" 1' 2' �u FOUNDATION SECTIONS AND DETAILS DINING ROOM #5x8'-0" w/ WA LL STD 90° BEND AT GR DE Q TOP @ 12" O.C. BEAM -' I z 7" STRUCTURAL CONCRETE SLAB I _ �- 2-#4 1 1111H II HIS N r- 2"x6" SPF NO.2 STUDS @ 16" O.C. '/2"0 THREADED -ROD 8" CMU WALL w/ 1-#5 CONNECTION SYSTEM VERTICAL @ 40" O.C. 2"x6" P.T. SYP No.2 BASE MAXIMUM PLATE w/ DRILLED AND 1-#5 VERT. DOWEL w/ STD EPDXIED 1/2 "Ox8" HOT DIPPED GALVANIZED THREADED 90° BEND INTO GRADE STUD AT EACH ALL -THREAD BEAM ALIGNED w/ 8" CMU WALL REINFORCING ABOVE CONNECTOR ROD LOCATION #4 @ 12" O.C. TEMPERATURE REINFORCING EL. +21.50' NAVD #5x4'-0" @ 12" O.C. TOP TOP OF SLAB w/ 60° BEND (+22.60' NGVD) 2-#4 SUPPORT 111, #4 @ 12" O.C. --I _I_ - EL. +19.00' NAVD TEMPERATUREj - EL. +20.00' NAVID I • • TOP OF SLAB REINFORCING #5 @ 12" O.C. 'V BOTTOM OF GRADE BEAM BOTTOM 1'-4" 10" 8" #5 @ 12" O.C. BOTTOM_j 1'-4"w x 1'-6"d GRADE BEAM 8"w x 1'-6"d GRADE BEAM 7" STRUCTURAL CONCRETE -7 REINFORCED ONCRETE- REINFORCED w/ 4-#6 TOP AND GB -2 GB -6 REINFORCED w/ 2-#6 TOP AND SLAB 4-#6 BOTTOM w/ #3 STIRRUPS 2-#6 BOTTOM w/ #3 STIRRUPS MONOLITHIC CONCRETE GRADE-, @ 6" O.C. FIRST 4'-0" EACH END, @ 6" O.C. FIRST 4'-0" EACH END, BEAM, SEE PLAN THEN @ 12" O.C. AT MIDDLE THEN @ 12" O.C. AT MIDDLE GRADE BEAM AND STRUCTRURAL SLAB AT DINING ROOM 1 SECTION S-5 SCALE: 3/4" = 1'-0" W LL #4 @ 12" O.C. TEMPERATURE REINFORCING KITCHEN #5 @ 12" O.C. TOP VESTIBULE "BENT BAR" 2-#4 SUPPORT -� vu � #5 @ 12" O.C. BOTTOM "BENT BAR' 8" CMU WALL w/ 1-#5 VERTICAL @ 40" O.C. MAXIMUM 1-#5 VERT. DOWEL w/ STD 90° BEND INTO THICKENED #4 @ 12" O.C. -' SLAB ALIGNED w/ 8" CMU TEMPERATURE MUDROOM MUDR z WALL REINFORCING ABOVE REINFORCING DR w #5 @ 12" O.C. TOP - NEL. +21.50' NAVD W/ STD 90° BEND 1/3 SPAN OF EINFORCING d TOP OF SLAB PERVIOUS PAVERS (+22.60' NGVD) OVER COMPACTED 2-#4 SUPPORT SLS SAND BED. FINISH SEL. +21.17 NAVD TO BE DETERMINED • • TOP OF SLAB BY ARCHITECT. - • • C) #5 @ 12 O.C. BOT TOM 7" STRUCTURAL CONCRETE _j4EL. +19.67' NAVD 7" STRUCTURAL CONCRETE SLAB BOTTOM OF GRADE SLAB BEAM MONOLITHIC CONCRETE GRADE 1'-4, 1'-4"w x 2'-0"d GRADE BEAM @ 12" O.C. TEMPERATURE SHOWER WALL Qrn a�ON00 #4 @ 12" O.C. TEMPERATURE REINFORCING BEYOND REINFORCING #5x4'-0" @ 12" O.C. TOP I-r-N(y VoWQ 2"x4" SPF NO.2 I STUDS 12" #5x4'-0" @ 12" O.C. TOP L#4 w/ STD 90° BEND EL. +19.45' NAVD I ® O.C. w/ STD 90° BEND TOP OF SHOWER �' STEP-DOWN 2-#4 SUPPORT SLAB 2"x4" P.T. SYP No.2 2-#4 SUPPORT -SEL. +21.50' NAVD BOTTOM PLATE wQ cr_ TOP OF SLAB I Q � • _ (+22.60' NGVD) �_#5 #4 CONTINUOUS Z EL. +21.50 NAVD @ 12" O.C. BOT OM AROUND PERIMETER SHOWER #5 @12" O.C. BOT OM ISOKERN �.. #5 @ 12 0. C. TOP i _ 7" STRUCTURAL CONCRE E :- "BENT BAR" C) 7" STRUCTURAL CONCRE E SLAB _ I /1 7" STRUCTURAL 3'-7" SIN SLAB I iv CONCRETE SLAB _ �—IN I 31/2 "wide x 31/2 "high °' TO EL. +19.00' NAVD CONCRETE CURB AT N EL. +18.42 NAVD TOP OF SLAB • '� I WALL FRAMING -"BOTTOM OF GRADE BEAM B, M LL 3LLNZIZ TOP OF PAVERS EL. +18.12' NAVD CONCRETE SLAB SUPPORT BOTTOM OF GRADE BEAM 1'-0"w x 3'-1 "d GRADE BEAM TEMPERATURE #5 @ 12" O.C. BOTTOM 1'-0"w x 3'-41/2"d GRADE BEAM REINFORCED w/ 3-#6 TOP AND GB -7 3-#6 BOTTOM w/ #3 STIRRUPS REINFORCING 7" STRUCTURAL CONCRETE 1 -0 "BENT REINFORCED w/ 3-#6 TOP AND BAR' SHOWER SLAB 3-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, GB -7 @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE MONOLITHIC CONCRETE GRADE THEN @ 12" O.C. AT MIDDLE GRADE BEAM AND STRUCTRURAL SLAB AT MUDROOM STEP DOWN 2 SECTION S-5 SCALE: 3/4" = 1'-0" W LL • • • n Q J z Ln N BEAM, SEE PLAN 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-46 TOP AND f 36" 9" #5 VERTICAL DOWEL GB -2 REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GB -2 THEN @ 12" O.C. AT MIDDLE GRADE BEAM AND STRUCTRURAL SLAB STEP DOWN AT KITCHEN VESTIBULE 4 SECTION S-5 SCALE: 3/4" = 1'-0" BEAM, SEE PLAN GRADE BEAM AND STRUCTRURAL SLAB AT MUDROOM SHOWER K-3--� SECTION S-5 SCALE: 3/4" = 1'-0" #5 @12" O.C. TOP -\ w/ STD 90° BEND PERVIOUS PAVERS 7" STRUCTURAL OVER COMPACTED CONCRETE SLAB SAND BED. FINISH TO BE DETERMINED #5 @ 12" O.C. BY ARCHITECT. BOTTOM EL. +19.00'NAVD TOP OF SLAB 24" deep 24"deep GRADE BEAM AND STRUCTURAL SLAB AT MUDROOM n SECTION S -5j SCALE: 3/4" = 1'-0" 9„ #5 VERTICAL DOWEL i� #4 @ 12" 0. C. TEMPERATURE REINFORCING 1'-4"w x V -6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE WATERPROOFING AS PERS ARCHITECTURAL PLANS 8" CMU WALL w/ 1-#4� VERTICAL @ 16" O.C. HOLD VERTICAL WALL REINFORCING TOWARDS GARAGE SIDE 8" CMU "BREAK -AWAY" RETAINING WALL w/ 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 16" O.C. FILL ALL CELLS SOLID w/ CONCRETE GROUT U 8"x16" CONCRETE FOOTING w/ 2-#5 x 5-2" HOLD CONCRETE FILL DOWN 2" FROM TOP OF CMU CELL TO ALLOW FOR INTERLOCKING OF THE WALL AND MONOLITHIC GRADE BEAM ABOVE 1/4"x11/2"w POLYSTYRENE OR FOAM COMPRESSABLE BOND BREAK JOINT EACH SIDE _SEL. +21.50' NAVD • 'VTOP OF SLAB co 8"x8" CMU BOND BEAM GB -2 w/ 1-#4 x 5'-2" GARAGE STORAGE iWATERPROOFING DESIGNED BY CO OTHERS NOTE: INSTALL BREAK -AWAY WALL IN 5-4" LONG SEGMENTS. UNREINFORCED 4" CONCRETE BREAK -AWAY SLAB ON GRADE _6 EL. +15.25' NAVD TOP OF SLAB 36" GRADE BEAM AT GARAGE BREAK—AWAY SLAB INTERSECTION 6 SECTION S-5 SCALE: 3/4" = 1'-0" #4 VERTICAL DOWEL Qrn a�ON00 (0o Q� QT2 I-r-N(y VoWQ LIVING ROOM11/2" = O O �p �' STEP-DOWN d�- N UaC�p� wQ cr_ LLI Q � #5x6' -O" BENT BAR z W Z EL. +21.50 NAVD 2 LL N W/ STD 180° HOOK ISOKERN �.. 0 ISOKERN _ o EDGE OF SLAB C) � OQC/)Wd' AT TOP @ 12" O.C. FIREPLACE I` WR FIREPLACE E EL. +21.00' NAVD 7" STRUCTURAL 2-#4 O o a B, M LL 3LLNZIZ TOP OF PAVERS CONCRETE SLAB SUPPORT PERVIOUS PAVERS ,I OVER COMPACTED EL. +21.50' NAVD µ SAND BED. FINISH TOP OF SLAB 22 L1 TO BE DETERMINED (+22.60' NGVD) BY ARCHITECT. #4 @ 12" O. C. = TEMPERATURE EL. +19.88 NAVD REINFORCING BOTTOM OF GRADE BEAM #5 @ 12" O.C. BOTTOM M CANTILEVERED 10 STRUCTURAL CONCRETE ' " ' " 1-4w x 1 -6d GRADE BEAM „ 1 -4 1)-4" SLAB w/ 2-#5x5'-6" REINFORCED w/ 4-#6 TOP AND BOTTOM 4-#6 BOTTOM w/ #3 STIRRUPS GB -2 @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GRADE BEAM AND STRUCTRURAL SLAB AT CANTILEVERED FIREPLACE SLAB K-7-,� SECTION S-5 SCALE: 3/4" = 1'-0" 9„ #5 VERTICAL DOWEL i� #4 @ 12" 0. C. TEMPERATURE REINFORCING 1'-4"w x V -6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE WATERPROOFING AS PERS ARCHITECTURAL PLANS 8" CMU WALL w/ 1-#4� VERTICAL @ 16" O.C. HOLD VERTICAL WALL REINFORCING TOWARDS GARAGE SIDE 8" CMU "BREAK -AWAY" RETAINING WALL w/ 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 16" O.C. FILL ALL CELLS SOLID w/ CONCRETE GROUT U 8"x16" CONCRETE FOOTING w/ 2-#5 x 5-2" HOLD CONCRETE FILL DOWN 2" FROM TOP OF CMU CELL TO ALLOW FOR INTERLOCKING OF THE WALL AND MONOLITHIC GRADE BEAM ABOVE 1/4"x11/2"w POLYSTYRENE OR FOAM COMPRESSABLE BOND BREAK JOINT EACH SIDE _SEL. +21.50' NAVD • 'VTOP OF SLAB co 8"x8" CMU BOND BEAM GB -2 w/ 1-#4 x 5'-2" GARAGE STORAGE iWATERPROOFING DESIGNED BY CO OTHERS NOTE: INSTALL BREAK -AWAY WALL IN 5-4" LONG SEGMENTS. UNREINFORCED 4" CONCRETE BREAK -AWAY SLAB ON GRADE _6 EL. +15.25' NAVD TOP OF SLAB 36" GRADE BEAM AT GARAGE BREAK—AWAY SLAB INTERSECTION 6 SECTION S-5 SCALE: 3/4" = 1'-0" #4 VERTICAL DOWEL HIS SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS S=5 . ; cSHEET 5 OF 23 COP 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE .420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe ail.co 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL Qrn a�ON00 (0o Q� QT2 I-r-N(y VoWQ = O O �p �' 0 d�- N UaC�p� wQ cr_ LLI Q � W J LL z W Z � 2 LL N >� > 0 J W 0 0< o w< C) � OQC/)Wd' JI— m I` OJ 2 O o a rn LL 3LLNZIZ HIS SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS S=5 . ; cSHEET 5 OF 23 COP 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE .420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe ail.co 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 8pcs-#5 VERTICAL DOWELS w/ STD 90° BEND AT PILE CAP, LAP 32" w/ COLUMN REINFORCING ABOVE. EL. +15.16' NAVD TOP OF PILE CAP I I I I I _ o I I I I I I -I-----I----- N EL. +12.50' NAVD TOP OF PILE 2' -0"x2' -0"x2' -0"d PILECAP w/ 3-#5 EACH WAY V-4" 2'-0„ 8"x18" STRUCTURAL CONCRETE COLUMN w/ 4-#5 VERTICALS EACH FACE AND #3 TIES O 12" O.C. EL. +14.16' NAVD TOP OF GRADE BEAM - -----I----- fi I i I I I � II I I ---- __. ----- d- - _J� EL. +12.83' NAVD BTM OF GRADE BEAM 00 j4EL. +12.16' NAVD PILE CAP BTM OF PILE CAP � AT SINGLE PILE, SEE 16"x16" CONCRETE PLAN FOR GRADE BEAM. SEE LOCATIONS SECTION 2/S-6 16"0 AUGER CAST PILE PER DETAIL 1/S-3. SEE PLAN FOR LOCATION GARAGE PILE CAP /GRADE BEAM INTERSECTION 1 SECTION S-6 SCALE: 3/4" = 1'-0" #5x6'-0" © 12" O.C. TOP w/ STD 90° BEND 7" STRUCTURAL CONCRETE SLAB #5 © 12" 0. C. BOTTOM #4 @ 12" O.C. C. TEMPERATURE REINFORCING • 1'-4'w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS GB -2 © 6" O.C. FIRST 4'-0" EACH END, THEN ©12" O.C. AT MIDDLE WATERPROOFING AS PER ARCHITECTURAL PLANS 8" CMU "BREAK -AWAY" RETAINING WALL w/ 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING © 16" O.C. FILL __j ALL CELLS SOLID w/ CONCRETE GROUT 16"x16" CONCRETE GRADE BEAM w/ 2-#6 CONTINUOUS TOP, 2-#6 CONTINUOUS MIDDLE, AND 2-#6 CONTINUOUS BOTTOM, AND #3 STIRRUPS © 12" O.C. NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS AND 2-#6 BOTTOM 90° CORNER BARS AT EACH GARAGE GRADE BEAM CORNER HOLD CONCRETE FILL DOWN 2" FROM TOP OF CMU CELL TO ALLOW FOR INTERLOCKING OF THE WALL AND MONOLITHIC GRADE BEAM ABOVE f- 1/4$'xll/2"w POLYSTYRENE OR FOAM COMPRESSABLE BOND BREAK JOINT EACH SIDE GARAGE EL. +21.50' NAVD i� TOP OF SLAB 8"x8" CMU BOND BEAM _ I w/ 1-#4 x 5'-2" 8" CMU WALL w/ 1-#4 VERTICAL © 16" O.C. C, HOLD VERTICAL WALL REINFORCING TOWARDS I� GARAGE SIDE WATERPROOFING M DESIGNED BY OTHERS UNREINFORCED 4" CONCRETE BREAK -AWAY SLAB ON GRADE -� EL. +15.25' NAVD Y TOP OF SLAB -A - • NOTE: 1'-4" INSTALL BREAK -AWAY WALL IN 5'-4" LONG 8"x16" CONCRETE FOOTING--" SEGMENTS. w/ 2-#5 x 5'-2" 36" GRADE BEAM AT GARAGE BREAK—AWAY SLAB INTERSECTION 9„ 4 SECTION #4 VERTICAL DOWEL S-6 SCALE: 3/4" = 1'-0" c � 8" MU "BREAK—AWAY" WALL Q w/ 1�-#4 VERTICAL @ 24" O.0 Q (CENTE=R IN CELL). GROUT CELL w SOLID w/ 3000 psi CONCRETE Of GROUT 1—#4 VERTICAL DOWEL @ 24" O.C.; DRILL 4" AND EPDXY INTO STRUCTURAL SLAB. FILL CELL SOLID w/ 3000 psi CONCRETE GROUT INSTALL 1" THICK SAND BOND BREAKER LAYER IN BETWEEN GRADE BEAM AND BREAK—AWAY SLAB ON GRADE UNREINFORCED 4" CONCRETE BREAK—AWAY GARAGE EL. +VAF�IES SLAB ON GRADE TOP OF S_AR a ° (EL. +15.25' TO EL. +14.83' NAVD) _I NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS AND 2-#6 BOTTOM 90° CORNER BARS AT EACH GARAGE GRADE BEAM ,CORNER EL. +14.16' NAVD TOP OF GRADE BEAN CLEAR \_�_EL. +12.83' NAVD 1'-4" 4" BOTTOM OF GRADE BEAM 16"w x 16"d GARAGE GRADE BEAM 2 SECTION S-6 SCALE: 3/4" = 1'-0" EL. +26.88' NAVD v a v d ° u EL. +26.75' NAVD TOP OF CMU WALL (EL. +26'-9" NAVD) 8"x16" CMU OPEN -� �Q J —� Q ° ° d AND Q a - Z U FL P.E. 36820 SIGNATURE IN BLUE INK W f— _jy Lu — UQ�O0) NND �t W J I I I I I _ o I I I I I I -I-----I----- N EL. +12.50' NAVD TOP OF PILE 2' -0"x2' -0"x2' -0"d PILECAP w/ 3-#5 EACH WAY V-4" 2'-0„ 8"x18" STRUCTURAL CONCRETE COLUMN w/ 4-#5 VERTICALS EACH FACE AND #3 TIES O 12" O.C. EL. +14.16' NAVD TOP OF GRADE BEAM - -----I----- fi I i I I I � II I I ---- __. ----- d- - _J� EL. +12.83' NAVD BTM OF GRADE BEAM 00 j4EL. +12.16' NAVD PILE CAP BTM OF PILE CAP � AT SINGLE PILE, SEE 16"x16" CONCRETE PLAN FOR GRADE BEAM. SEE LOCATIONS SECTION 2/S-6 16"0 AUGER CAST PILE PER DETAIL 1/S-3. SEE PLAN FOR LOCATION GARAGE PILE CAP /GRADE BEAM INTERSECTION 1 SECTION S-6 SCALE: 3/4" = 1'-0" #5x6'-0" © 12" O.C. TOP w/ STD 90° BEND 7" STRUCTURAL CONCRETE SLAB #5 © 12" 0. C. BOTTOM #4 @ 12" O.C. C. TEMPERATURE REINFORCING • 1'-4'w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS GB -2 © 6" O.C. FIRST 4'-0" EACH END, THEN ©12" O.C. AT MIDDLE WATERPROOFING AS PER ARCHITECTURAL PLANS 8" CMU "BREAK -AWAY" RETAINING WALL w/ 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING © 16" O.C. FILL __j ALL CELLS SOLID w/ CONCRETE GROUT 16"x16" CONCRETE GRADE BEAM w/ 2-#6 CONTINUOUS TOP, 2-#6 CONTINUOUS MIDDLE, AND 2-#6 CONTINUOUS BOTTOM, AND #3 STIRRUPS © 12" O.C. NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS AND 2-#6 BOTTOM 90° CORNER BARS AT EACH GARAGE GRADE BEAM CORNER HOLD CONCRETE FILL DOWN 2" FROM TOP OF CMU CELL TO ALLOW FOR INTERLOCKING OF THE WALL AND MONOLITHIC GRADE BEAM ABOVE f- 1/4$'xll/2"w POLYSTYRENE OR FOAM COMPRESSABLE BOND BREAK JOINT EACH SIDE GARAGE EL. +21.50' NAVD i� TOP OF SLAB 8"x8" CMU BOND BEAM _ I w/ 1-#4 x 5'-2" 8" CMU WALL w/ 1-#4 VERTICAL © 16" O.C. C, HOLD VERTICAL WALL REINFORCING TOWARDS I� GARAGE SIDE WATERPROOFING M DESIGNED BY OTHERS UNREINFORCED 4" CONCRETE BREAK -AWAY SLAB ON GRADE -� EL. +15.25' NAVD Y TOP OF SLAB -A - • NOTE: 1'-4" INSTALL BREAK -AWAY WALL IN 5'-4" LONG 8"x16" CONCRETE FOOTING--" SEGMENTS. w/ 2-#5 x 5'-2" 36" GRADE BEAM AT GARAGE BREAK—AWAY SLAB INTERSECTION 9„ 4 SECTION #4 VERTICAL DOWEL S-6 SCALE: 3/4" = 1'-0" c � 8" MU "BREAK—AWAY" WALL Q w/ 1�-#4 VERTICAL @ 24" O.0 Q (CENTE=R IN CELL). GROUT CELL w SOLID w/ 3000 psi CONCRETE Of GROUT 1—#4 VERTICAL DOWEL @ 24" O.C.; DRILL 4" AND EPDXY INTO STRUCTURAL SLAB. FILL CELL SOLID w/ 3000 psi CONCRETE GROUT INSTALL 1" THICK SAND BOND BREAKER LAYER IN BETWEEN GRADE BEAM AND BREAK—AWAY SLAB ON GRADE UNREINFORCED 4" CONCRETE BREAK—AWAY GARAGE EL. +VAF�IES SLAB ON GRADE TOP OF S_AR a ° (EL. +15.25' TO EL. +14.83' NAVD) _I NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS AND 2-#6 BOTTOM 90° CORNER BARS AT EACH GARAGE GRADE BEAM ,CORNER EL. +14.16' NAVD TOP OF GRADE BEAN CLEAR \_�_EL. +12.83' NAVD 1'-4" 4" BOTTOM OF GRADE BEAM 16"w x 16"d GARAGE GRADE BEAM 2 SECTION S-6 SCALE: 3/4" = 1'-0" EL. +26.88' NAVD TOP OF PT PLATE (EL. +26'-10'/2" NAVD) EL. +26.75' NAVD TOP OF CMU WALL (EL. +26'-9" NAVD) 8"x16" CMU OPEN -� BOTTOM LINTEL BLOCK TIE BEAM w/ 2-#5 TOP AND 1-#5 BOTTOM, , L%2 � %j,, /'b CONTINUOUS 8" CMU WALL w/ 1-#5 VERTICAL © 40" O.C. (CENTER IN CELL) GROUT CELL SOLID w/ 3000 psi CONCRETE GROUT 1-#5x,5'-4" VERTICAL STRAIGHT DOWEL ALIGNED w/ WALL REINFORCING ABOVE EL. +21.50' NAVD OL TOP OF BOND BEAM GYPSUM DRYWALL AS PER ARCHITECTURAL PLANS CL a J z Lo N 2"x8" P.T. SYP No.2 TOP PLATE w/ '/2 "0x10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 24" O.C. EL. +26.88' NAVD TOP OF PT _ PLATE (EL. +26'-10'/2" Q NAVD) EL. +26.75' NAVD TOP OF CMU WALL (EL. +26'-9" NAVD) 8" CMU WALL w/ 1-#5 VERTICAL 40" O.C. (CENTER IN CELL) GROUT CELL SOLID w/ 3000 psi CONCRETE GROUT 1-#5x3'-4" VERTICAL STRAIGHT DOWEL ALIGNED w/ WALL REINFORCING ABOVE GYPSUM DRYWALL AS PER ARCHITECTURAL PLANS c 1 8" CMU "BREAK -AWAY" WALL Q w/ 1-#4 VERTICAL @ 24" O.C. w (CENTER IN CELL). GROUT CELL m SOLID w/ 3000 psi CONCRETE GROUT 1-#4 VERTICAL DOWEL © 24" O.C., DRILL 4" AND EPDXY INTO THICKENED, UNREINFORCED, SLAB EDGE. FILL CELL SOLID w/ 3000 psi CONCRETE GROUT INSTALL 1" THICK SAND BOND BREAKER LAYER IN BETWEEN GRADE BEAM AND BREAK -AWAY SLAB ON GRADE UNREINFORCED 4" CONCRETE BREAK -AWAY GARAGE EL. +VARIES SLAB ON GRADE TOP OF SLAB (EL. +15.25' TO EL. +14.83' NAVD) NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS AND • ° w Q z Lo N 2"x8" P.T. SYP No.2 TOP PLATE w/ '/2 "0x10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2"x2"x'/8" PLATE WASHER © 24" O.C. 8"x16" CMU OPEN BOTTOM LINTEL BLOCK TIE BEAM w/ 2-#5 TOP AND 1-#5 BOTTOM, CONTINUOUS J4 EL. +21.50' NAVD TOP OF BOND BEAM CONCRETE BOND BEAM W / 2-#5 CONTINUOUS TOP, 2-#5 CONTINUOUS MIDDLE, AND 2-#5 CONTINUOUS BOTTOM, AND #3 STIRRUPS @ 8" O.C. 3/8"thick x 8"wide CONTINUOUS FOAM BOND BREAKER w/ ELASTOMERIC SEALANT SURFACE APPLIED BRICK VENEER AS PER ARCHITECTURAL PLANS WATERPROOFING DESIGNED BY OTHERS FINISH GRADE EL. +14.16' NAVD TOP OF GRADE BEAM 2-#6 BOTTOM 90° CORNER- 2" [_EAR `--16%16" CONCRETE GRADE BARS AT EACH GARAGE `� BEAM w/ 2-#6 CONTINUOUS TOP, GRADE BEAM CORNER1'-4" 4" 2-#6 CONTINUOUS MIDDLE, AND WATERPROOFING DESIGNED BY OTHERS 8"x16" CONCRETE BOND BEAM w/ 2-#5 CONTINUOUS TOP, 2-#5 CONTINUOUS MIDDLE, AND 2-#5 CONTINUOUS BOTTOM, AND #3 STIRRUPS © 8" O.C. 1-#5 VERT. DOWEL w/ STD -�_l 90° BEND INTO GRADE a BEAM ALIGNED w/ 8" CMU WALL REINFORCING ABOVE z Lo N EL.+ 17.00' NAVD TOP OF SLAB -#5 @ 8" O.C. TOP, EACH WAY o w/ STD 90° BEND N 8" STRUCTURAL CONCRETE TWO—WAY SLAB 2—#6 CONTINUOUS BOTTOM, AND #3 STIRRUPS © 12" O.C. GB -8 16x16 GARAGE GRADE BEAM AT WALLS 3 SECTION S-6 SCALE: 3/4" = 1'-0" W LL 001 �• • 8" CMU WALL w/ 1-#5 VERTICAL © 40" O.C. MAXIMUM #4 © 12" O.C. INTERIOR TEMPERATURE REINFORCING #5 0 12" O.C. TOP 1/ SPAN OF REINFORCING w/ STD 90° BEND 2-#4 SUPPORT EL.+ 19.00' NAVD •TOP OF SLAB it fl - :z#5 @ 12" O.C. BOTTOM 1 7" STRUCTURAL CONCRETE j N SLAB c N ' UI l_A__#5 © 8" O.C. BOTTOM, EACH WAY 1'-4" #5 "BENT BAR" © 8" O.C. BOTTOM ADD 2—#5 CONTINUOUS GB -2 EL. +14.16' NAVD TOP OF GRADE BEAM \ 1—#5x16" VERTICAL DOWEL © 8" O.C., QDRILL 6" AND EPDXY INTO LJ • • STRUCTURAL GRADE BEAM 2"EAR 16"x16" CONCRETE GRADE `V BEAM w/ 2—#6 CONTINUOUS TOP, 1'-4" 2—#6 CONTINUOUS MIDDLE, AND 2—#6 CONTINUOUS BOTTOM, AND #3 STIRRUPS © 12" O.C. GB -8 TWO—WAY STRUCTURAL SLAB AT GENERATOR 5 SECTION S-6 SCALE: 3/4" = 1'-0" 1'-4"w x 2'-8"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS © 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE OFFICE COPY N r F* w E S SCALE: 3/4" = 1'-0" 1' 2' mmmmmrmmml GARAGE FOUNDATION SECTIONS AND DETAILS 12/21/2018 drn BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS (o cflo ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. Q M 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS O N co d0 o VoWd� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN , L%2 � %j,, /'b LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. FL P.E. 36820 SIGNATURE IN BLUE INK W f— _jy Lu — UQ�O0) NND �t W J U uj W� Q o IZf:m WC) Q W N Q- W 0u'Z)d' �0 �0C:) U- Q�NW2 Z �- N r F* w E S SCALE: 3/4" = 1'-0" 1' 2' mmmmmrmmml GARAGE FOUNDATION SECTIONS AND DETAILS 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail. om 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN , L%2 � %j,, /'b LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL 8" CMU "BREAK—AWAY" WALL w/ 1—#4 VERTICAL © 24" O.C. (CENTER IN CELL). GROUT CELL SOLID w/ 3000 psi CONCRETE GROUT 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT AROUND COLUMN (TYPICAL) 8"x18"xi8" CONCRETE COLUMN 1 C1 TRASH I� 8%18%18" CORNER CONCRETE COLUMN, SEE DETAIL 1/S-2 8"x15" CONCRETE --- COLUMN, SEE I DETAIL 2/S-2 1 € w 5" CONCRETE COLUMN 1 In 1—#5 VERTICAL AT EACH CORNER AND EACH INTERSECTION (TYPICAL) 1—#5 VERTICAL EACH 1—#5 VERTICAL EACH 1—#5 VERTICAL EACH 8"x18"x18" CORNER SIDE OF OPENING, SIDE OF OPENING, SIDE OF OPENING, SEE DETAIL 1�� S-11 SEE DETAIL 1/S-11 SEE DETAIL 1/S-11 CONCRETE COLUMN, ��� ...� ----- -- 77 SEE DETAIL 1/S-2 - - ----------__ ____________T-1 2—#5 VERTICAL -__ ______ ___ ___-__k. �TH�S SND_. CELL I If ; , L-1 L-1 L-2 = I i1 11 it ii " 8"x24" 8"x24" 8"x16" � -.. NZ Lu ;v „g C1 ,> BWul 1.75"x9.25" MICROLAM 111 i.�T If 11 .� li H ( 5 ROWS 12d COMMON I . , It II 11131 -- -71 — 2—. 5 VERTICAL 8"x�8`xt&-------____ ___--&"x48"--___-- CONCRETE CONCRETE ; 8"x18"x18" CONCRETE THIS CORNER COLUMN COLUMN of 1 COLUMN. CELL oI M I c1 m ,>g W„ J Q , � € Willi4�IEI�i1 o I 8"x18"x18" -ate', 1 —R W CONCRETE COLUMN —N�EIt = 00 W 8„"x1 U EXPANSION ____________--_. -8"x1 -8"_ -CORNER JOINT CONCRETE COLUMN, ----------------SE€ -DATA-IL_-4,/S-2 ( E I 118>, I � €1 €1- 1.75"x9.25" MICROLAM LVL HEADERS i.�T If 11 .� li H ( 5 ROWS 12d COMMON I . , It II 11131 -- -71 if 11IWC li li t1 EI I; MU SRO €;BATH 11 11 € \� 8"x18" CONCRETE COLUMN C3 MUD ROOM 2"x8" P.T. SYP NO.2 =�/ �I; g 1 I I BUCK (TYPICAL) GARAGE to l i X i I I J oo Q 00` I I I _'00= I OVERHEAD GARAGE DOOR :x �I I ! o i DESIGN WIND PRESSURES:e ELEVATORNJ COtICR TE " ” X' 1 CgLUyN y 8 x1 CO UMN,RE E t I 1 +29.1 PSF —36.0 PSF DETAIL 2/S-2 I I 8"Ii15" „ „ I —I ELEVATOR E CcoL 1MN 8x18 CON RETE —/, I EQUIPMENT 1 � ______________________________� COLUMN, SEE I I I �, R_ _ 2 C3 I I DETAIL lr_ .� 2 I I n I 00 2"x8" P.T. SYP N 2g uj l BUCK (TYPI AL) I I I I !GARAGE CANTILVERED BALCONY 1 I 1 'STORAGE l i 9 I 8x18 x18 C RNER FLOOR FRAMING i I X ICONCRETE C I I „' I C,SNCR �i I'� i" ABOVE I'I °' o I SEE DETAIL 1/S-2 L BW I i UMN I gW I 9i 8"x18"x18" 11` 1 2"x8" P.T. SYP NO.2I CONCRETE E M. BUCK (TYPICAL) I I COLUMN Cl ,- { -� m 8"x18" CONCRETE m ------------ __________CONCRETE CONCRETE $ON8RETE _ COLUMN, SEE 8"x18"X18" "BW" "BW" COLUMN "BWJI COLUMN " " gW COLUMN DETAIL 2/S-2 CONCRETE COLUMN - 1 1IUM"H1-- Ir 1 111 .t ii,1 E l (, C I l; 3 :.0 C1 : CQ I C�] 1—#5 VERTICAL c1c2 c2 IN TWO CELLS AT BEAM BEARING LOCATION 8"x18%18" CORNER 8"x18" CONCRETE—/8"x18" CONCRETE 8%18%18" CORNERcl (TYPICAL 2 LOCATIONS) CONCRETE COLUMN, COLUMN, SEE COLUMN, SEE CONCRETE COLUMN, SEE DETAIL 1/S-2 DETAIL 2/S-2 DETAIL 2/S-2 SEE DETAIL 1/S-2 12"x12" CMU COLUMN w/ 1—#5 VERTICAL IN EACH 1/2" EXPANSION JOINT CORNER, SEE DETAIL 1/S-8. w/ ELASTOMERIC 115/$„ (TYPICAL 2 LOCATIONS) SEALANT AROUND COLUMN (TYPICAL) :z I12"x12" CMU COLUMN w/ 4—#5 VERTICAL AND O r .� �� :a .. #3 TIES © 12 O.C. FILL SOLID w/ CONCRETE 12"x12" CMU COLUMN AT EAST COVERED PORCH AND SOUTH COVERED PORCH 1 DETAIL S-8 SCALE: 3/4" = 1'-0" 4—#5 VERTICAL ,o- : • . EACH FACE w/ C5 #3 TIES ©8 O.C. NO P.T. BUCK. DOOR 8,> FRAME TO FASTEN DIRECTLY TO CONCRETE COLUMN 8"x11 " CONCRETE COLUMN 2 DETAIL S-8 SCALE: 3/4 = 1'-0" 3pcs 2"x8" P.T. SYP No.2 EXTERIOR 1 pc SIMPSON A35 TOP MULL STUDS. SPLICE AND BOTTOM, EACH SIDE. TOGETHER w/ 4 ROWS FASTEN w/ 12-8d x 11/2" 12d COMMON WIRE <• COMMON WIRE NAILS. NAILS @ 12" O.C., . EACH LAYER t INTERIOR U 0 FIRST LEVEL 3pcs 2"x8" STUDS ° ° a VERTICAL CENTER MULL A35 3 DETAIL S-8 SCALE: 11/2" = 1'-0" 1—#5 VERTICAL, CENTERED BELOW WINDOW SILL (TYPICAL) KEEPING 1—#5 VERTICAL 8" CMU WALL w/ AT EACH CORNER AND 1—#5 VERTICAL IN EACH INTERSECTION CONCRETE FILLED (TYPICAL) CELL ® 40" O.C. MAXIMUM 1 1 —1 —1 -------------- ------- ---------------- ---------- -H ------------- -====--s--- ++_- ___-4___---a� ---- L-2 h n ,N n II H �I 11 1 II 11 It c 8"x16" I—#5 VERTICAL_ t-AUH SINK SIDE OF OPENING, _� POWDER SEE DETAIL 1/S-11 w.c. FRAME ELEVATOR INTERIOR BEARING WALLS w/ 2"x4" SPF No.2 STUDS @ 12" O.C. (3)2"x10'° INTERIOR �2 2 x1 O (1)2"x6" JACK „r STUD EACH END ti ESTIBULE --- ------------- �U "B" 2"x12" SYP No.2 ELEVATOR SUPPORT FRAMING I I I I FOYER I '--4p,s � "b THREADED ROD U LI T (CONNECTOR RODS AT R WALL FRAMING _L�2 2"x10" (1)2"x6" JACK STUD EACH END BUTLERS PANTRY -_(3)2'_x10'__ (1)2"x6" JACK STUD EACH END 2pcs 2"x8" P.T. SYP NO.2 VERTICAL STRUCTURAL MULL. SEE DETAIL 4/S-8 DINING 1—#5 VERTICAL FIRST CELL, 2—#5 VERTICAL SECOND CELL, EACH SIDE OF OPENING, SEE DETAIL 3/S-11 I _ it If If 11 If 11 11 - 1 m 8"x16" M I 1 I X a I I X mlm 11 11 I I 11 I 11 11 13 i€ II Z II II it u �� SOUTH PORCH I , I° I ;1. III LTJ„ II II 111 it I I m "' z — m if Iil li ii 8 X16 ii 11 ii I i 11 tl I I EII 1I 11 it ii t1 11I , II I .•-----"------------ ( 11 i 11 Ili 1 I( N !i 11 111 1 II I pp 'It If 11 u u jI 1! 1 I li H Bt 11 11 It it 11 I 1 H 1 1 1d H Id H H H H H I C4_ - 12"x18" 6ffi t---- --------------------------------- a 3-#s BTM CAMBER 2—#5 VERTICAL THIS CORNER CELL 8"x`12" CMU CORNER w/ 2—#5 VERTICAL 1—#5 VERTICAL FIRST CELL, EACH SIDE OF 2—#5 VERTICAL SECOND CELL, WINDOW OPENING THIS SIDE OF OPENING, SEE DETAIL 3/S-11 3pcs 2"x8" P.T. SYP N0.2 VERTICAL STRUCTURAL MULL. SEE DETAIL 3/S-8 FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. NOTE: INTEGRATED STRUCTURAL MULLS WITHIN THE WINDOW SYSTEM ARE THE RESPONSIBILITY OF THE WINDOW MANUFACTURER FOR CONFORMANCE WITH WINDOW/DOOR DESIGN PRESSURES ALL DRILLED AND EPDXIED DOWELS SHALL BE INSTALLED WITH SIMPSON STRONG—TIE "SET" TWO COMPONENT EPDXY ADHESIVE: OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. NOTE: SPLICE ALL MULTI—PLY 1.75"x9.25" MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH FACE 000 M NOTE: SPLICE ALL MULTI—PLY 1.75"x11.25" MICROLAM LVL HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH FACE 1—#5 VERTICAL IN FILLED 3pcs 2"x8" P.T. SYP NO.2 CELL BELOW STRUCTURAL VERTICAL STRUCTURAL MULL, SEE DETAIL 12/S-11 MULL. SEE DETAIL 3/S-7 1—#5 VERTICAL EACH 1 1 1—#5 VERTICAL FIRST CELL, SIDE OF OPENING, 1—#5 VERTICAL SECOND CELL, SEE DETAIL 1/S-11 —1 —17 EACH SIDE OF OPENING, SEE DETAIL 2/S-11 L-4 L, 4 2—#5 VERTICAL 8"x12' 8x1 2°s- _ _ THIS CORNER CELL IFNs ------_.-__ €__.- _. ______ I N L-4 .2-#5 VERTICAL SECOND CELL, I REFRIGERATOR --- EACH SIDE OF OPENING, 8"x12" ► -- _ RANGE— cn SEE DETAIL 3/S-11 1 A6D INTERIOR SF�EARWALL II 2"x6" INTERIOR BEARING 1—#5 VERTICAL, a 11 1 :I WALL TO 8 CMU CENTERED BELOW 3 IIIN u- : % 1 WALL CONNECTION, KITCHEN WINDOW SILL Z I � II d = I —2 SEE DETAIL 5/S-11 (TYPICAL) uj l��N g 1 x w BREAKFAST 'I -r ., m i �x€NN it J oo 1 (TYPICAL) o_ 1IIn � I�� N II EYEBROW II I N = = FRAME THIS INTERIOR II ROOF ABOVE ---------- j______ ____________.----_______ N BEARING WALL w/ DIN SINK - I 2"x4" SPF No.2 -T' ------ ---' ' E1----- NTERIOR cn STUDS © 12 O.C. 2WALL________.______._______ Pan m - ®® W nw E ` l — — — — — — --------------- E 2"x4" INTERIOR BEARING WALL TO 8" CMU 8"x24" I I FRAME THESE INTERIOR WALL CONNECTION, BEARING WALLS w/ SEE DETAIL 9/S-11 2"x6" SPF No.2 STUDS @ 16" O.C. 2—#5 VERTICAL THIS CORNER CELL 8"x11" CONCRETE COLUMN w/ ADD INTERIOR 4—#5 VERTICAL EACH FACE I I SHEARWALL w/ #3 TIES @ 8" O.C., I„ I SEE DETAIL 2/S-8. W III ' (TYPICAL 2 LOCATIONS) N_jm 111 Io W in K I _ N a�a ij LIVING l JQ ; Iero w W jq W= III INN nv� fll I^V) 2o ofII .N^.. N III ADD INTERIOR I11 1 SHEARWALL 2"x6" INTERIOR BEARING WALL TO 8" CMU SEE SHEET S-21 WALL CONNECTION, FOR BALLOON FRAMED I m.: SEE DETAIL 5/S-11, CHIMNEY ABOVE SIMILAR STONE H ARTH — 2—#5 VERTICAL { THIS CORNER ,n FIREPLACE t�1 CELL 1 ---------------- - -- FIREPLACE i [ L 3` L ` 3 8' x1 8f x1°f5 - 8"x16" 1 _1 8" CMU FIREPLACE SIMILAR WALLS w/ 1—#5 VERTICAL IN EACH CONCRETE FILLED CELL, EACH SIDE FIRST LEVEL WALL REINFORCING PLAN SCALE: 1/4" = V-0" 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS ® 12" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE OR DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS ® 16" O.C., AND 2"x6" P.T. SYP No.2 BOTTOM PLATE 2) ALL FLOOR BEAMS SHALL BE 1.9E MICROLAM LVL BEAMS AS MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. INDICATES TIMBER FRAMED X INDICATES 1 pc SIMPSON HTS24 INTERIOR BEARING WALL TWISTED STRAP _= INDICATES HEADER BEAM INDICATES 1/2"0 THREADED ROD INDICATES 8" CMU LINTEL BEAM © AS PER DETAILS ON SHEET S-11 INDICATES 1 pc SIMPSON MGT INDICATES 12" REINFORCED o INDICATES SIMPSON HTT5 BM— CONCRETE BEAM AS PER DETAIL ON SHEET S-12 1—#5 VERTICAL IN FILLED CELL ; BELOW STRUCTURAL MULL C# INDICATES MASONRY OR o ° CONCRETE COLUMN AS PER STRUCTURAL SHEET S-2 AND ° S-7 HTS24 MSTA24 CS16 HTT5 MGT INDICATES 1/2" APA RATED SW— SHEARWALL, SEE SHEARWALL SCHEDULE ON SHEET S-9 NOTE: SPLICE ALL MULTI—PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI—PLY 2"x10" HEADERS TOGETHER w/ 5 ROWS 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER 'i E J00 1 1 N � m Nm X10 �p Q X10 I I I I I I I I I I C5 f, �r C4 >n J "�` I I I N m I I x a I I Z I I — — — — — — — — — — — — — — — — C4 BM -1 12"x20" 3-#5 BTM +l/," CAMBER 2—#5 VERTICAL THIS CORNER CELL 1—#5 VERTICAL FIRST CELL, 2—#5 VERTICAL SECOND CELL, THIS SIDE OF OPENING, SEE DETAIL 3/S-11 2pcs 2"x8" P.T. SYP No.2 VERTICAL STRUCTURAL TIMBER MULL. SPLICE TOGETHER w/ 2 ROWS 12d COMMON WIRE NAILS Cad 12" O.C. 2—#5 VERTICAL THIS CORNER CELL 1—#5 VERTICAL FIRST CELL, 2—#5 VERTICAL SECOND CELL, EACH SIDE OF OPENING, SEE DETAIL 3/S-11 1 —1 i -12"x12" CMU COLUMN w/ 1—#5 VERTICAL IN EACH CORNER, SEE DETAIL 1/S-8. (TYPICAL 2 LOCATIONS) INTELF IOR ° 1 pc SIMPSON AX 5 TOP AND BOTTOM, EACH SIDE. FAS N TO HEADER BUCK AND MULL STUD w/ 12-8d x 11/2" NAILS. FASTEN T CONCRETE SLAB w/ 4pcs 1/4"0x21/4" HEX HEAD TAPCONS EXTERIOR W C� 0 Z Z o Uwe Z)o Q�� W aU 2 Q M UW rir W m Oco L) �H T Z r J Q O U W N W ,.*) E S SCALE: 1/4" = 1'18' 2' 4' FIRST LEVEL ALL REINFORCIN PLA VERTICAL STRUCTURAL MULL AT DOOR OPENING 4 DETAILS=8 S-8 SCALE: 3/4" = 1'-0" OFFICE COPY SHEET 8 of 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 ck il. WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ccom 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2, SIGNATURE IN BLUE INK RAISED SEAL CN a cr) CD co 04 4 Q 000 M �ON00 NM N Q O T11- wo LLI Q , � —R W Q —N�EIt = 00 W U d. W (� W W L Z , U) WLL U_ W W Q S J W o a m ti W ap O QC/) W N Q 0� W R LL �0 5Ooarn u_ LLLNW2 Z W C� 0 Z Z o Uwe Z)o Q�� W aU 2 Q M UW rir W m Oco L) �H T Z r J Q O U W N W ,.*) E S SCALE: 1/4" = 1'18' 2' 4' FIRST LEVEL ALL REINFORCIN PLA VERTICAL STRUCTURAL MULL AT DOOR OPENING 4 DETAILS=8 S-8 SCALE: 3/4" = 1'-0" OFFICE COPY SHEET 8 of 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 ck il. WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ccom 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2, SIGNATURE IN BLUE INK RAISED SEAL