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THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDSCHRISTOPHER C. KATHE, INC_ Q ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER O 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE + WO 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 W O WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@ om F- 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE J WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND �2� !�` OTHER STRUCTURES" MENTIONED IN NOTE 2. 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THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE + WO 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 W O WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@ om F- 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE J WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND �2� !�` OTHER STRUCTURES" MENTIONED IN NOTE 2. FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL Mr N Q Q F - U o 04M w N Q oc) c:) SSE-ACV CE LL owz W U ti < CO I Q� 0 LLIELL5� �Oo LL 2 < LLCN � d LLJ o) N W E S SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS r F- m a \ I� O W0 CO r s 14 m G_'0� OPSHEET 14 OF 23 S` ffZ- ~ 12/21 /2018 BUILDING PERMIT ISSUE m 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDSCHRISTOPHER C. KATHE, INC_ Q ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER O 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE + WO 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 W O WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@ om F- 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE J WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND �2� !�` OTHER STRUCTURES" MENTIONED IN NOTE 2. 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THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRIS i OPHER 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, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ccka e@ 'I. 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 � ` OTHER STRUCTURES" MENTIONED IN NOTE 2. FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL ��oN� CO N 000 QM r_- Nco Q o U o� Q =0 F-C(O Cl 1 � w C) d. t) Q Lu (n W LL 0 W WUJF- 'C) (n Q 7-) F- m ti W Wp C)QU)W�t Q WW ILL 2 0 cy) _I LL Q�W Nz� N W E S SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS s 17 OFFICE COPY SHEET 17 OF 23 I 12/21/2018 BUILDING PERMIT ISSUE I. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRIS i OPHER 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, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ccka e@ 'I. 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 � ` OTHER STRUCTURES" MENTIONED IN NOTE 2. FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL BRACE BOTTOM CHORDS OF PREENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2pcs 12d COMMON WIRE NAILS AT EACH BOTTOM CHORD INTERSTECTION :z J W EL. +22-03/4" TOP OF PLATE IE RACE BOTTOM CHORDS OF GINEERED FLOOR TRUSSES 1 "x4" SYP No.2 LATERAL S @ 48" O.C. FASTEN w/ d COMMON WIRE NAILS AT ACH TRUSS INTERSTECTION EL.+ 12'-43/4" TOP OF PLY M CD w PREENGINERED ROOF TRUSS SYSTEM DESIGN LOADS TOP CHORD DESIGN DEAD LOAD = 10 psf TOP CHORD DESIGN LIVE LOAD = 20 psf NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS 12 5/s" CDX PLYWOOD ROOF SHEATHING. FASTEN W/ 8d RING SHANK COMMON 8 WIRE NAILS @ 4" O.C. EDGES AND @ 6" O.C. FIELD PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. STANDING SEAM METAL ROOF AS PER ARCHITECTURAL PLANS 2"x8"x5'-0" SYP NO.1 PRE-CUT APPLIED EXPOSED RAFTER TAILS FASTENED TO TOP CHORD OF ROOF TRUSS w/ 2 ROWS 12d NAILS @ 6" O.C. 2pcs SIMPSON MTS12 TWISTED STRAPS AT EACH TRUSS TO DOUBLE TOP PLATE AS PER UPLIFT CONNECTOR SCHEDULE INSTALL 6pcs-16d TOENAILS EACH TRUSS TO TOP PLATE 5/8" GYPSUM DRYWALL CEILING 3"x3"x1/4" PLATE WASHER AND HEX NUT (2)2"x6" SYP No.2 TOP PLATE SPLICE TOGETHER w/ 2 ROWS 10d COMMON WIRE NAILS @ 16" O.C. 1/2" GYPSUM DRYWALL AS PER ARCHITECTURAL PLANS AND SECTIONS MASTER VESTIBULE 2"x6" SPF No.2 STUDS @ 16" O.C. FLOOR SYSTEM DESIGN LOADS: FLOOR DEAD LOAD = 20psf FLOOR LIVE LOAD = 40psf 2 ROWS 12d COMMON WIRE NAILS @ 4" O.C. 2"x6" SYP No.2 BOTTOM PLATE. FASTEN w/ 2 ROWS 16d COMMON WIRE NAILS @ 8" O.C. 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES W/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD �I 1 'x4" SYP No.2 LATERAL-/ BRACES @ 48" O.C. 24" PRE-ENGINEERED SYSTEM 42-/ WOOD FLOOR TRUSSES "F1" @ 24" O.C., SEE FLOOR FRAMING PLAN 1 pc SIMPSON THA426 ADJUSTABLE TRUSS HANGER, FASTEN w/ 6-16d COMMON WIRE NAILS INTO TRUSS AND 20-10d COMMON WIRE NAILS INTO BEAM (2)1.75"x24.0" 2.0E MICROLAM LVL FLUSH FLOOR BEAM "BM6" THA426 KITCEN VESTIBULE 0 0 0 0 0 0 00 0 0 LUS28 H2.5A 00 M TS12 1"x6" TONGUE AND GROOVE SYP NO.1 EXPOSED SOFFIT AS PER ARCHITECTURAL PLANS AND SECTIONS �-FASCIA AND SOFFIT -2 /2 AS PER ARCHITECTURAL PLANS AND SECTIONS INSTALL 2"x8" SYP No.2 SOLID BLOCKING IN-BETWEEN ROOF TRUSSES. FASTEN w/ NOTE: 8-12d TOE -NAILS EACH END OF BLOCKING FASTEN 1"x6" TONGUE AND FRIEZE BOARD ASSEMBLY AS PER GROOVE ROOF DECKING w/ ARCHITECTURAL PLANS AND SECTIONS 2pcs 10d COMMON WIRE NAILS AT EACH RAFTER i --EXTERIOR SIDING FINISH AS PER INTERSECTION ARCHITECTUR AL PLANS AND SECTION CDX PLYWOOD WALL SHEATHING FASTENED w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. EXTEND PLYWOOD WALL SHEATHING TO BOTTOM OF FLOOR BEAM "BM6". 1pc SIMPSON CS16 COIL STRAP @ 32' O.C. 2"x8" SYP No.2 WALL LEDGER. FASTEN TO u ° SECOND LEVEL WALL STUDS w/ 5 ROWS 16d COMMON WIRE NAILS @ 16" O.C. ° 2pcs SIMPSON A35 CLIP ANGLES A35 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN W/ 8d RING SHANK COMMON WIRE NAILS @ 4" O.C. EDGES AND @ 6" O.C. FIELD STANDING SEAM METAL ROOF AS PER ARCHITECTURAL PLANS -2"x8" SYP NO.1 RAFTERS w/ EXPOSED RAFTER TAILS @ 24" O.C. 12 INSTALL 2"x8" SYP No.2 SOLID BLOCKING 5 IN-BETWEEN ROOF RAFTERS. FASTEN w/ "----- 8-12d TOE -NAILS EACH END OF BLOCKING 2"x8" SYP NO.2 CEILING JOISTS @ 24" O.C. FASTEN TO RAFTERS w/ 12-12d COMMON WIRE NAILS FASCIA AND SOFFIT AS PER ARCHITECTURAL PLANS AND SECTIONS .1pc SIMPSON LUS28 t FACE MOUNT HANGER , I 1/2" GYPSUM I DRYWALL CEILING 1 "x6" TONGUE AND GROOVE SYP NO.1 EXPOSED SOFFIT 2pcs SIMPSON H2.5A CLIPS AS PER ARCHITECTURAL FROM EACH CEILING JOIST PLANS AND SECTIONS TO 2"X8" TOP PLATE 2"x8" P.T. SYP No.2 TOP PLATE 8" CMU WALL w/ w/ 1/2 "p x 10" HOT DIPPED 1-#5 VERTICAL @ 40 O.C. GALVANIZED ANCHOR BOLTS w/ (CENTER IN CELL). GROUT 2"x2%1/8" PLATE WASHER @ 24" O.C. CELL SOLID w/ 3000 psi CONCRETE GROUT 8"x16" CMU OPEN BOTTOM J, 1/2" GYPSUM DRYWALL I LINTEL BLOCK TIE BEAM ON FURRING AS PER w/ 2-#5 TOP AND 1-#5 ARCHITECTURAL PLANS BOTTOM, CONTINUOUS EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS PARTIAL WALL SECTION AT OFFSET WALL 1 SECTION S-18 SCALE: 3/4" = 1'-0" EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS 1/2" CDX PLYWOOD WALL SHEATHING FASTENED w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. EXTEND PLYWOOD WALL SHEATHING TO FACE OF FLOOR TRUSS. 2"x6" SPF No.2 STUDS @ 16" O.C. 2"x6" SYP No.2 BOTTOM PLATE. BOYS FASTEN w/ 2 ROWS 16d COMMON RAI SONY WIRE NAILS @ 8" O.C. 2pcs SIMPSON CS16 COIL STRAPS 3/4" STURDI-FLOOR SUB FIJO ;R PLYWOOD SHEATHING. GLUE AND FA - T N TO WOOD JOIST w/ 10d COMM N WIRE NAILS @ 4" O.C. EDGES ANE 61 O.C. FIELD SPLICE THE CANTILV R €D BALCONY JOISTS TO THE "F1-29' F OOR TRUSS w/ 12d COMM N WIRE NAILS DOUBLE 2"x10" SYP No.2 RIM BOARD, RIPPED DOWN TO 83/4". FASTEN w/ 5 ROWS 12d COMMON NAILS @ 16" O.C. EACH LAYER INSTALL 2"x8" SYP No.2 SOLID BLOCKING IN-BETWEEN FLOOR TRUSSES. FASTEN w/ 8-12d TOE -NAILS EACH END OF BLOCKING 2pcs SIMPSON H2.5A CLIP FROM EACH FLOOR TRUSS TO DOUBLE 2"X8" TOP PLATE 1-#4x28" VERTICAL @ 16" O.C. L-7 � molm =nonnne n 1/2" GYPSUM DRYWALL AS PER ARCHITECTURAL PLANS AND SECTIONS 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD 2"x10" P.T. SYP No.2 CANTILEVERED BALCONY JOISTS @ 16" O.C. DOUBLE 2"x8" P.T. SYP No.2 TOP PLATE w/ 1/2 "Ox12" HOT DIPPED GALVANIZED_- ANCH,QR_--80 w/Z'x2 _x A8 _--- PLA4TE�WxS-A­16" O.C. 8"x16" CMU OPEN BOTTOM LINTEL BLOCK TIE BEAM w/ 2-#5 TOP AND 1-#5 BOTTOM, CONTINUOUS 8" PRECAST GARAGE LINTEL w/ 2-#5 - CONTINUOUS PARTIAL WALL SECTION OVER GARAGE 2 SECTION S-18 SCALE: 3/4" = 1'-0" 1 'x4" SYP No.2 LATERAL BRACES @ 48" O.C. 24" PRE-ENGINEERED SYSTEM 42 WOOD FLOOR TRUSSES "F1-29" @ 16" O.C., SEE FLOOR FRAMING PLAN. OFFICE COPY 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 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 OTHER STRUCTURES" MENTIONED IN NOTE 2. 0 = Q�� o C-0 (o CN Q M a� CDN000 N CN 0 QT UoL.LjQ(.0 =0 �C�O-DN 64 4 wQ UQU)O0 0- fn Q W W J D W W U LX ti W < JI - Wp 2 �pQ�WN Z � C - 04 ) j � O p 9rn LL ��NZ0- UWP 0 = Q�� o W MSW ¢U 2 Q W O�Z W m pp U � Q � J Q O U w SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS Sm18 SHEET 18 OF 23 12/21/2018 BUILDING PERMIT ISSUE CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 2 4707 cckat fig, ail om �9 FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL