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826 OCEAN BLVD RES23-0133 _YOUNG_RESIDENCE Structural REVISION 11-1-23_1GENERAL NOTES ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: STRUCTURAL COMPONENTS SUCH AS THE FOOTINGS, BEAMS, COLUMNS, POST, STUDS, SHEATHING, ETC TO SUPPORT CODE SPECIFIED LOADS. ITEMS NOT DESIGNED INCLUDE PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES FLOOR FRAMING NOT SPECIFICALLY ADDRESSED AND TRUSS -TO -TRUSS CONNECTION. ITEMS NOT DESIGNED ALSO INCLUDE ARCHITECTURAL FEATURES SUCH AS EYE BROW ROOFS, CORNICES, NON-STRUCTURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO MEANS AND METHODS BRACING SHORING FORMS SCAFFOLDING GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL& MECHANICAL. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. GUARDRAILS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF GUARDRAILS WOOD FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC, SDPWS-05. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. UNLESS NOTED OTHERWISE, USE SPRUCE -PINE -FIR (SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS FOLLOWS:SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. ANY WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. ALL WOOD -TO -WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED (UON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH FROM THE END OF THE PIECE. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. TIMBER FASTENING SHALL BE PER FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOEDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) ® 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS ® 12" O.C. TYPICAL SOLE PLATE NAILING: 0.1310" TOE NAILS: (3) ® 2x4, (4) ® 2x6, (5) ® 2x8. PT. SYP#2 SOLE PLATE. d da. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 6"MAX. 1-1 TYPICAL TOP PLATE NAILING: PLATE SPLICE -0" MIN. SPLICE LENGTH w/ FASTEN ALL TOP PLATES 16) 0.1310" NAILS EVENLY TOGETHER w/ (3) ROWS SPACED OF .1310 @ 12" O.C. STAGGERED. SYP,F2 SYP12 DBL. F HEADER, TOP PLATE. PER PLAN. DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END * 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS RAISED HEADER (2)2x4 SPF #2 (5)12d TOE NAILS * 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS k 12'-0" (3)2x6 SYP #2 1 (1)A35 + (4)12d TOE NAILS AND O.C. SPACING. ANCHOR INTO 2x MATERIAL. PER PLANS. PLAN FOR ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. BLOCKING AT PANEL 5 PSF JACK AND 10 PSF 20 PSF 30 PSF SIMPSON d^. .. FOUNDATION SEE PLAN..:''.. INTERIOR BEARING WALL FRAMING AT WALL FRAMING AT PLATE CHANGE CONDITION RAISED HEADER CONDITION TYPICAL WOOD WALL FRAMING On 4'-0"1 MIN. WINDOW SILL SCHEDULE GENERAL NOTES (CONTINUED) FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING DESIGN MAXIMUM OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. -SHALLOW FOUNDATIONS BEARING 12" BELOW GRADE. ALLOWABLE BEARING PRESSURE = 2,000 PSF FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 ©48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. CONCRETE SLABS ON GRADE: CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLABS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. CONCRETE SLAB "CONTROL JOINTS" SHALL BE CUT INTO THE SLABS AT A DEPTH OF 1/a TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR SLAB CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 15'-0" (MAX.) IN EACH DIRECTION. LOCATION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS 300 SQUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO 1.. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". EPDXY ANCHORS IN CONCRETE: ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. MIN. EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PRE-ENGINEEREED WOOD FLOOR AND ROOF TRUSSES: "GANG -NAIL" PRE-ENGINEERED WOOD TRUSSES ARE TO BE CONSTRUCTED WITH METAL PLATE CONNECTORS AND DESIGNED BY A DELEGATED ENGINEER. TRUSSES SHALL COMPLY WITH NFPA, TPI, AND AITC 100. THE TRUSS MANUFACTURER SHALL PROVIDE DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER (CONTRACTED BY TRUSS MANUFACTURER) FOR REVIEW PRIOR TO FABRICATION. PROVIDE ALL REQUIRED BLOCKING AND BRACING REQUIRED BY THE MANUFACTURER FOR CONSTRUCTION AND ERECTION IN ADDITION TO BLOCKING SHOWN ON THE STRUCTURAL DETAILS. MEMBERS OF A COMPLETED TRUSS ARE NEVER TO BE NOTCHED OR CUT. THE DESIGN SHALL ACCOUNT FOR ALL UNIFORM LOADS AND EQUIPMENT LOADS. CONTACT THE STRUCTURAL ENGINEER FOR UNIFORM LOADING AND REQUIREMENTS IF REQUIRED. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. PRE-ENGINEERED WOOD TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE'S "HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91" AND " BUILDING COMPONENT SAFETY INFORMATION BOOKLET BCSI 1-03" AND RELATED SUMMARY SHEETS. GENERAL CONTRACTOR SHALL NOT CUT OR ALTER ANY TRUSS MEMBER. FLOOR TRUSSES SHALL CONNECT TO BEARING WALLS WITH A MINIMUM OF (2)-16d TOENAILS. FLOOR TRUSSES SHALL CONNECT TO BEAMS AT FLUSH CONDITIONS WITH SIMPSON HANGERS AS SPECIFIED BY TRUSS DESIGNER. METAL STRAPPING AND CONNECTOR FASTENING METAL STRAPPING AND CONNECTOR FASTE14NG METAL STRAPPING AND CONNECTOR FASTENING SIMPSON USP FASTENERS SIMPSON USP FASTENERS SIMPSON USP FASTENERS ANCHORAGE ONNECTOR FL# CONNECTOR FL# CONNECTOR FL# CONNECTOR FL# CONNECTOR FL# CONNECTOR FL# A35 10446.1 MPA1 17244.23 12-0.131x1'/2" LSTA12 10456.7 LSTW12 17244.8 6-0.148x3" EA END HTT5 11496.2 HTT5 17324.2 26-0.162x2/2" %"0 ROD EPDXIED 8" MIN CS16 10852.2 RS150 17244.27 11-0.148x3" EACH END MSTA24 10852.9 MSTA24 17244.18 9-0.1480" EA END LTT20B 11496.3 LTT20B 17219.3 10-0.148x2'/2" 1/2"x6" TITEN HD H2.5A 10456.3 RT7 17236.11 5-0.131x 2'/2" EA. END MTS12 10456.8 MTW12 17244.8 7-10dx1' 2" EA. END ABU44 10860.4 PAU44 17239.13 12-0.162x2/2" %"0 ROD EPDXIED 6" MIN H8 10446.13 RT8 17236.11 5-0.131x 2'/2" EA. END ABU66 10860.4 PAU66 17239.13 12-0.162x2'/2" 5/e"0 ROD EPDXIED 6" MIN HTS16 10456.6 1 HTW16 17244.8 8-0.148x1' 2" EA. END I I DTT2Z 10441.1 DTB-TZ 17219.1 8- V4x1 2 SDS 2x6 TITEN HD ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END * 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS * 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS * 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS k 12'-0" (3)2x6 SYP #2 1 (1)A35 + (4)12d TOE NAILS AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING WITHIN SCHEDULE. FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. d ti d 12" 11/2 MAX. MIN. SOLE PLATE ANCHOR: FROM SOLE WALL FRAMING AT SEE SCHEDULE PLATE BREAK DROPPED HEADER CONDITION BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS TO TOP OF TRUSS AS SHOWN. PROVIDE 20 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL 3 1'-0" PRE-ENGINEERED WOOD 2x SPF BLOCKING RIPPED TO FIT ROOF TRUSSES. WITH GAP SHOWN a a I� 31MPSON SDWC15600 BUILDING CODE ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING DESIGN CODE: 2020 FLORIDA BUILDING CODE - RESIDENTIAL ASCE 7-16 DROPPED INTERIOR BEARING WALL: FASTENED w/ 3-0.131"x3" EA. HEADER FLOOR LOADING (Cd = END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING - SEE PLAN FOR STUD SIZE SEE DETAIL 9/SO.1 FRAMING WINDOW ATTACHMENTS MUST SYP#2 HEADER, AND O.C. SPACING. ANCHOR INTO 2x MATERIAL. PER PLANS. PLAN FOR OPTIONS. BLOCKING AT PANEL 5 PSF JACK AND 10 PSF 20 PSF 30 PSF SIMPSON KSTUD, S INTERIOR BEARING SHEATHING MAY SEG PLAN. AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING WITHIN SCHEDULE. FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. d ti d 12" 11/2 MAX. MIN. SOLE PLATE ANCHOR: FROM SOLE WALL FRAMING AT SEE SCHEDULE PLATE BREAK DROPPED HEADER CONDITION BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS TO TOP OF TRUSS AS SHOWN. PROVIDE 20 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL 3 1'-0" PRE-ENGINEERED WOOD 2x SPF BLOCKING RIPPED TO FIT ROOF TRUSSES. WITH GAP SHOWN a a I� 31MPSON SDWC15600 BUILDING CODE BLOCKING AT DESIGN CODE: 2020 FLORIDA BUILDING CODE - RESIDENTIAL ASCE 7-16 BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERIOR BEARING WALL: SEE ROOF PANEL JOINTS FLOOR LOADING (Cd = 1.0) SEE PLAN FOR STUD SIZE SEE DETAIL 9/SO.1 FRAMING 10 PSF TOP CHORD DEAD AND O.C. SPACING. TOP CHORD LIVE: BALCONIES ALL OTHER AREAS 60 PSF 40 PSF PLAN FOR OPTIONS. BLOCKING AT PANEL 5 PSF BOTTOM CHORD LIVE: NO STORAGE LIMITED STORAGE STORAGE 10 PSF 20 PSF 30 PSF SIMPSON DETAILS INTERIOR BEARING SHEATHING MAY LIVE LOAD DEFLECTION SEE DETAIL 9/S0.1 SDWC15600 SIMPSON 16d COMMONS TERMINATE AT SIMPSON WHERE POST IS ABOVE. SEE ROOF FRAMING SDWC15600 AND O.C. SPACING. TOP OF DBL. SDWC15600 UON PLAN FOR SEE NOTE 1 TOP PLATE. SEE NOTE 1 SEE DETAILS DETAILS SEE SPECIFICATIONS. 1 TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: F_ I 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE CSD 48" O.C. d ROOF TRUSS CONNECTION FULL HEIGHT ANCHOR SEE DI AAI rnD I nn ATInAIC Crr Ur Ar)CD CTDADDIAI(' AInT PER SCHEDULE MULTI STORY MULTI STORY SINGLE STORY MULTI STORY (NO WINDOWS (STACKED WINDOWS) (UNSTACKED WINDOWS 1 TYPICAL WALL UPLIFT ANCHORAGE TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS ROOF SHEATHING, SEE SPECIFICATIONS. SEE 3/S0.0. 2-RgWS OF 8d 016" 1 1 PERMANENT TRUSS BRACING BY OTHER. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY %" FULL HEIGHT THREADED RODS 0 6'-0" Q.Q. WIND CRITERA BUILDING CODE BLOCKING AT DESIGN CODE: 2020 FLORIDA BUILDING CODE - RESIDENTIAL ASCE 7-16 BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERIOR BEARING WALL: PANEL JOINTS PANEL JOINTS FLOOR LOADING (Cd = 1.0) SEE PLAN FOR STUD SIZE SEE DETAIL 9/SO.1 TOP CHORD DEAD 10 PSF TOP CHORD DEAD AND O.C. SPACING. TOP CHORD LIVE: BALCONIES ALL OTHER AREAS 60 PSF 40 PSF TOP CHORD LIVE OPTIONS. BLOCKING AT PANEL 5 PSF BOTTOM CHORD LIVE: NO STORAGE LIMITED STORAGE STORAGE 10 PSF 20 PSF 30 PSF WALL SHEATHING CONTINUOUS BLOCKING INTERIOR BEARING L/360 LIVE LOAD DEFLECTION SEE DETAIL 9/S0.1 WITHIN FLOOR SYSTEM TOTAL DEFLECTION 16d COMMONS TR FOR SPLICING OPTIONS. WHERE POST IS ABOVE. FLORIDA BUILDING CODE 0 8" O.C. AND O.C. SPACING. WALL SHEATHING TO FOOT UON FLOOR SHEATHING, F SOLE PLATE RAISE Ys" FROM -1 1 -ROW OF 8d SEE DETAILS SEE DETAILS SEE SPECIFICATIONS. 1 HORIZONTAL 0 3" 2 -ROWS OF AND FASTEN w/8d F_ I -1 7--- - r--- � 8d ® 6" I d PERPENDICULAR I L----)----- L ---------J I _ � I I7 1 TYP. WALL SECTIONS 1 2 -ROWS OF I I 8d ® 6" I I I I L J J SYP#2 DBL. SEE 3/S0.0. SEE 9/SO.1. TOP PLATE. WIND CRITERA BUILDING CODE BLOCKING AT-/ DESIGN CODE: 2020 FLORIDA BUILDING CODE - RESIDENTIAL ASCE 7-16 BUILDING ENCLOSURE CLASSIFICATION ENCLOSED FLOOR PANEL JOINTS WALL SHEATHING FLOOR LOADING (Cd = 1.0) ROOF LOADING (Cd SEE DETAIL 9/SO.1 TOP CHORD DEAD 10 PSF TOP CHORD DEAD FOR SPLICING TOP CHORD LIVE: BALCONIES ALL OTHER AREAS 60 PSF 40 PSF TOP CHORD LIVE OPTIONS. BLOCKING AT PANEL 5 PSF BOTTOM CHORD LIVE: NO STORAGE LIMITED STORAGE STORAGE 10 PSF 20 PSF 30 PSF JOINTS BOTTOM CHORD LIVE 0 PSF INTERIOR BEARING L/360 LIVE LOAD DEFLECTION L/240 WALL: SEE SCHEDULE TOTAL DEFLECTION L/180 TR FOR STUD SIZE FBC FLORIDA BUILDING CODE END ZONE WIDTH 'a' =4'-0" AND O.C. SPACING. WALL SHEATHING TO FOOT UON UNLESS OTHERWISE NOTED SOLE PLATE RAISE Ys" FROM 8d @3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE PLAN HORIZONTAL �ON S1.01 ON S1.01 AND FASTEN w/8d F_ I -1 7--- - r--- � 3" O.C. I I d PERPENDICULAR I L----)----- L ---------J L -------- SINGLE STORY MULTY STORY 1 TYP. WALL SECTIONS WIND CRITERA BUILDING CODE WIND SPEED Vnom 101mph DESIGN CODE: 2020 FLORIDA BUILDING CODE - RESIDENTIAL ASCE 7-16 BUILDING ENCLOSURE CLASSIFICATION ENCLOSED FLOOR AND ROOF DESIGN CRITERIA ROOF PITCH 8:12 FLOOR LOADING (Cd = 1.0) ROOF LOADING (Cd = 1.25) TOP CHORD DEAD 10 PSF TOP CHORD DEAD 7 PSF (SHINGLES) TOP CHORD LIVE: BALCONIES ALL OTHER AREAS 60 PSF 40 PSF TOP CHORD LIVE 20 PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE: NO STORAGE LIMITED STORAGE STORAGE 10 PSF 20 PSF 30 PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE 0 PSF LIVE LOAD DEFLECTION L/360 LIVE LOAD DEFLECTION L/240 TOTAL DEFLECTION L/240 (0.75" MAX) TOTAL DEFLECTION L/180 WIND CRITERA WIND SPEED Vult 130mph WIND SPEED Vnom 101mph EXPOSURE CATEGORY D BUILDING ENCLOSURE CLASSIFICATION ENCLOSED RISK CATEGORY II BUILDING HEIGHT < 30' ROOF PITCH 8:12 WINDOW AND DOOR DP (C&C) PRESSURE EFFECTIVE WIND AREA WIND ZONE DESIGNATION (SQUARE FT) INTERIOR ZONE END ZONE 0 - 10 +30.2 -32.9 +30.2 -40.5 11 - 50 +27.1 -29.6 +27.1 -34.2 51 - 100 1 +25.7 -28.2 +25.7 -31.2 GARAGE DOOR (1) CAR 8'x7' +27.1 -29.6 L +27.1 -34.2 (2) CAR 16'x7' +25.7 -28.2 +25.7 -31.2 WIND LOADING NOTES: 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE PERMITTED 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS BUILDING FOOT PRINT SHOWING END ZONES �a� EXTERIOR TR THREADED ROD FBC FLORIDA BUILDING CODE END ZONE WIDTH 'a' =4'-0" FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION I TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD SHEATHING I TETRA GRIP .113x2%" ® 6" EDGE AND FIELD FLOOR SHEATHING NOTES: 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED WALL SHEATHING SCHEDULE WALL SHEATHING SPECIFICATION TYPICAL NAILING MIN. 316", 24/16, APA RATED OSB OR 0.131"x2)/2" @ 6" O.C. EDGE, 12" O.C. FIELD. PLYWOOD STRUCTURAL 1 SHEATHING 0.131"x2)/2" @ 3" O.C. AT TOP AND BOT PLT WALL SHEATHING NOTES: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER PLY OF DOUBLE TOP PLATE. 3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. 4. PANEL EDGE BLOCKING IS REQUIRED AT PANEL JOINTS. THE BLOCKING SHALL BE FLATWISE 2x4 SPF#2 OR BETTER FASTENED EA END W/ (3) 10d TOE -NAILS. 5. AT SHEARWALLS, EDGE NAILING IS DECREASED TO 3" O.C., SEE PLAN FOR LOCATIONS ROOF SHEATHING SCHEDULE ROOF SHEATHING SPECIFICATION SHINGLE 15/32" 24/16, APA RATED 0.131X2Y2" RING SHANK. @ 6" O.C. EDGE AND BEAM OSB OR PLYWOOD SHEATHING FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) METAL 15/32" 32/16, APA RATED OSB OR PLYWOOD SHEATHING 0.131X272" RING SHANK. @ 6" O.C. EDGE AND 8d COMMON (SEE NOTE 1 BELOW) FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) TILE 19/32" 32/16, APA RATED 0.131X272" RING SHANK. @ 6" O.C. EDGE AND 2%" OSB OR PLYWOOD SHEATHING FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) 0.148" (SEE NOTE 1 BELOW) 172" NOTE 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT APPROVAL ## No. 71461*�= STATE OF 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE ABBREVIATIONS NAIL SIZE LEGEND BM BEAM NAIL LENGTH DIAMETER NAIL LENGTH DIAMETER 8d COMMON 2y" 0.131" 10d COMMON 3" 0.148" 8d RING SHANK 2%" 0.113" 10d RING SHANK 3" 0.148" 10dx1Y2" 172" 0.148" 12d COMMON 34" 0.148" 10d 3" 0.131" 16d COMMON 372" 0.162" No. 71461*�= STATE OF 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE ABBREVIATIONS PERMIT BM BEAM PSI POUNDS PER SQUARE INCH BOT BOTTOM PSL PARALLEL STRAND LUMBER CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED DBL DOUBLE SF SQUARE FOOT EA EACH SPF SPRUCE PINE FUR EOR ENGINEER OF RECORD SYP SOUTHERN YELLOW PINE EQ EQUAL THRU THROUGH EXT EXTERIOR TR THREADED ROD FBC FLORIDA BUILDING CODE TYP TYPICAL FT FOOT UON UNLESS OTHERWISE NOTED FTG FOOTING VERT VERTICAL HORIZ HORIZONTAL O.C. ON CENTER LVL LAMINATED VENEER LUMBER OSB ORIENTED STRAND BOARD MONO MONOLITHIC PERP PERPENDICULAR U PSF POUNDS PER SQUARE FOOT No. 71461*�= STATE OF 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE U- LL O U- M M (� N z N M W_j J U_ 00 z �z= U Q zww Lu U co _jO Q U � N � Booz U J Q Vl FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. DESIGN CRITERIA AND GENERAL NOTES SHEET SO.0 SHEET 1 OF 9 BOUNDARY OF RATED SHEATHING, SHEATHING. SEE GENERAL NOTES. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT TRUSS. SUPPORTED EDGES, AT SHEARWALLS AND GENERAL NOTES. STUD WALL FRAMING EXAMPLE OF UNSUPPORTED O (UNBLOCKED) PANEL EDGE 2x SYP#2 CONT. ATTACH (TYPICAL). TO TOP PLATE AND TRUSS NAILING TO INTERMEDIATE w/ 0.1310" 0 3" O.C. EDGE OF SUPPORT IS 6" O.C. MAX. ROOF (UON). TRUSSES, OR ALTERNATE B FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: N.T.S. 2x4 SYP#2 CATS AT 12' O.C. FASTENED TO TOF PLATE w/ 4-0.1310' COMMON FASTEN CATS EACH END w/ 3-0.1310" COMMON TOE NAILS SHEARWAL EXTERIOR WALL ALTERNATE A YjF" OSB DIAPHRAGM FASTEN ROOF TO NAILER w/ (1) ROW 8d TRUSS. 0 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS OF 8d 0 3" O.C. SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ (2) ROWS 0.1310" 0 3" O.C. SW -2 ALTERNATE D OR TRUSS. 2x4 BLOCKING 024" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND %21 INTERSECTIONS STUDS CONFIGURATIONS ROOF TRUSS. ROOF TRUSS. TRUSS. _\-� AT SHEARWALLS AND 11'/4 " STUD WALL FRAMING MAX. T) COMMON.; 2x SYP#2 CONT. ATTACH 5-8d COM TO TOP PLATE AND TRUSS 3-0.1310" NAILS 0 6" O.C. w/ 0.1310" 0 3" O.C. EDGE OF 3/8 2x MAY OVERHANG TOP PLATE. SHEARWALL 2x4 SYP#2 HORIZ. BRACING 0 24" ALTERNATE B FLOOR DECK-\ =10d 04"O.C. 2x4 SPF ALL AROUND INTERIOR SHEARWALL. FLOOR FRAMING 16d NAILS ALTERNATE E (TYPICAL) SHEARWALL ATTACHMENT AT ROOF 8 FLOOR BLOCKING ONLY REQUIRED TRUSS. LEDGER FASTENED AT SHEARWALLS AND TRUSS WEBS WI STUD WALL FRAMING STUCCO FINISH T) COMMON.; WOOD PLATE HOLE 5-8d COM 2x4 SYP#2 CATS AT 12" 3-0.1310" NAILS 0 6" O.C. EACH SIDE 3/8 16d COMMONS OF SPLICE 2x4 SYP#2 HORIZ. BRACING 0 24" 0 8" O.C. SHEATHING SPLICE O.C. BETWEEN OUTER WALL & FIRST F Z INTERIOR TRUSS. NAIL EACH END w/ CONT. RIBBON 2Y2" 3" 3-0.1310" NAILS (TYP) BOARD (TYP) Q FLOOR MONO STEM I MONO STEM TRUSS FLOOR U I TRUSSES 2x4 SYP#2 ORJOIST. MIN 2 PLY DIAGONAL MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS BETWEEN EA. TRUSS. ATTACH AT EACH FASTEN EA. 1 / END w/ I- 3-10d COMMONS U CEILING WALL FRAMING Z LINE WALL FRAMING SHEATHING SPLICE JIq SEE SPLICE DETAIL TO LEFT I- 5-8d COM °. BLOCKING AT PANEL JOINTS EACH SIDE OF SPLICE 36" LONG STUD FASTEN w/12- 0.131x3" GUN NAILS AT EA. FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR 91 FLOOR TRUSS AT EXTERIOR WALL DETAIL SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.131x3" 0 3" O.C. FASTENED TO SHEATHING w/ 8d 0 3" O.C. SHEATHING FASTENED TO TOP PLATE w/ 10d 0 3" O.C. 16" MAX. SHEARWALL ALTERNATE C FLOOR 11/4" 0 2x6 a 2 ROWS 10d 1'/2" 0 2x8 11/2 NO 3 -ROWS 10d 0 8" O.C. 3 -ROWS 10d 00 12" O.C. 0 12" O.C. 2 PLY 2x_ EA. SIDE. " z z EA. SIDE. N CL N N N l M 2 -ROWS 10d 3 -PLY LVL 2 -PLY LVL 0 8" O.C. 2 -ROWS 10d BEAM FASTENING BEAM FASTENING Em STAGGERED 0 6" O.C. STAGGERED N v 2x6 or 2x8 2XA (2)ROWS OF 6 NAILING PATTERN NAILING PATTERN 3/4' 3 ROWS 10d 3 PLY 2x_ TRUSSLOK 0 12" O.C. ADD 3rd ENGINEERED WOOD EA. SIDE. FASTENERS 0 24"o.c 2x- 2x- AS SHOWN (EACH SIDE) MULTIPLY NOMINAL 2x_ LUMBER SECTION VIEW 4 -PLY BUILT-UP BEAM FASTENING r1 2x- BUILT - UP MEMBER FASTENING 2x4 SPF#2 CONTINUOUS TRUSS. LEDGER FASTENED A TRUSS WEBS WI STUD WALL FRAMING w/3 -0.131x3" T) COMMON.; WOOD PLATE HOLE FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" 3-0.1310" NAILS 0 6" O.C. O.C. FASTENED TO TOP 3/8 PLATE w/ 4-0.1310" SHEARWALL OR COMMON. EXTERIOR WALL 2„ 3„ ALTERNATE F WASHER 0 DOUBLE TOP PLATE SCALE: N.T.S. ROOF TRUSS. SDWC 15600 0 32" O.C. SCREWS SHEARWALL OSB WALL SHEATHING ALTERNATE G SHEARWALL NOTES: 1. AT ROOF TRUSS, CONTRACTOR MAY CHOOSE A,B,C,D, OR G. 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E & F FOR FLOOR TRUSS ATTACHMENT :TOR 4N SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE F-1 F-1 It I -- II 4 ---------- II ❑ F-1 11 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d 0 3" O.0 2X4 CATS @122 �_ PORCH SHEATHING, O.C. SEE 6/SO.1 SEE SPECIFICATIONS ALT A BELOW PORCH PARALLEL TO WALL 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP PLATE w/ 10d 0 4" O.C. HEADER LK HEADER & SUPPORT PORCH POST, PER PLAN. PERPENDICULAR TO WALL (2)MSTA24 STRAPS 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 44 POST:ABU44 10dx1Y2" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 10dxlY2" EA. END PORCH. PORCH HEADER,17SH SLAB SEE PLAN TS16 TRAPS MSTA24" ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: 5/16" (OR GREATER) CEMENTIOUS HARDY BOARD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD r41 TYPICAL PORCH FRAMING DETAILS SW 803'76" SW 8dO3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL QA -UPPER TO LOWER STUDS (A - UPPER TO LOWER STUDS SW 8d03/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS END STUDS TO FOUNDATION END STUDS TO FOUNDATION W 8d03/6: HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5 C - SOLE PLATE ANCHORS C - SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE �f6" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 6/SO.1 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. D iO PLAN (t 1 X I VN FULL HT. SOLE FULL HT. DOUBLE ANCHOR PLATE ANCHOR TOP PLATE. r WALL STUD OA OR POST. FULL HEIGHT IN THREADED ROD SEE PLAN ELEVATION � w STEEL COUPLER DI (OPTIONAL, LOCATE © FULL HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD - FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH 0 FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A © STUD WALL FRAMING 0 T) ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/i "0 1/2 "0 2x2x'/s „ 4„ 4„ 2„ 3„ 5/8 1 3/4"0 13/4 "0 3x3x'/4" 7.5" 1 12" 2Y2" 3" \ �z= Q U MONO STEM I MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LTT20B HOLD DOWN ATTACHMENT DETAIL CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH-/ 5-0.1310" EA. STUD. PARALLEL TRUSS DETAIL A WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %-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"x )6" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" 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 ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER 1H E WASHER TO A SNUG -TIGHT CONI IM PLUS ONE-HALF TURN OF A STANDARD WENCI (APPROMMAIELY 30 FL -LBS. OF 1011=E DUE 70 SHRl4L4M AND COMPRESSION OF BUILDING CONIRACIORS SHALL RE-IIOHIEN NUT TO 30 FL -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 DISTANCE REQUIREMENTS STUDS AT SIMPSON LTT20B HEADER END. RECESSED IN SLAB SOLE PLATE w/Y2" THREADED ROD EPDXIED 4" CONC. SLAB i1 RECESSED LTT20B LO �l SCALE: NTS IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING POST BELOW WITH STRAPS WHEN FULL HLIUNI ANCHORS ARE NOT USED 6" DBL. TOP MAX PLATE_4 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST OPTION A DOUBLE TOP PLATE CONTINUOUS OVER 6„ HEADER MAX 8 -GUN NAILS FULL HEIGHT r ANCHOR OR DTT2Z J 1 HOLD DOWN AT BASE OF POST OPTION B NOTCH HEADER BELOW TOP PLATE PORCH HEADER, SEE PLAN. MIN. (2)2x4 WOOD BELOW. & (1) ADJ. TO PORCH HEADER. LSTA12 FOLDED OVER TOP PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE 0 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM MIN. (2)2x4 WOOD BELOW. & (1) ADJ. TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A WALL SHEATHING STUD WALL FRAMING SEE PLAN C (1)MSTA24 STRAPS MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS 8d COMMON WIRE NAILS i w/ 2x SOLID BLOCKING AT SHEATHING EDGE 24" 3x3xO.229" 4y2" ACCEPTABLE TO SISTER A TO BLOCKING 0 3' O.C. C M W J 36" LONG STUD FASTEN w/12- 0.131x3" GUN / 00 \ �z= Q U zww NAILS 2x4 BLOCKING U I _jO Q MIN 2 PLY U MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS BETWEEN EA. TRUSS. ATTACH AT EACH � 1 / I- STUD U J ACCEPTABLE TO SISTER A WALL STUD w/ 3-16 / Q I- °. SIMPSON HTT5 OR 36" LONG STUD FASTEN w/12- 0.131x3" GUN NAILS AT EA. HDU5. FASTEN SIMPSON DTT2Z NAILS FRAMING 26-10d COMONS W/8- 8- Ya"x1)T" / °r55�0_ INTERSECTION. (MIN. SDS SCREWS OF 6-16d BETWEEN EACH TRUSS) WALL o SIMPSON FULL HEIGHT SHEATHING LTT208 THREADED ROD PERPENDICULAR TRUSS Y2" THREADED ROD WITHIN 6" OF DETAIL B STUD WALL FRAMING EPDXIED 4" MIN OR GIRDER (SEE PLAN) w/ 2x SOLID BLOCKING " THREADED Y2x6" TITEN HD _ AT SHEATHING EDGE ROD EPDXIED }�" THREADED ROD 8d COMMON WIRE NAILS / 7.5" MIN EPDXIED 4" MIN OR TO BLOCKING 0 3" O.C. Y2x6" TITEN HD I I ROOF TRUSS \ , / 7 OR JOIST \ / - `TRUSSECONNECTIONR SEE DETAIL B ABOVE. LTT20B HOLD DOWN ATTACHMENT DETAIL CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH-/ 5-0.1310" EA. STUD. PARALLEL TRUSS DETAIL A WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %-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"x )6" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" 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 ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER 1H E WASHER TO A SNUG -TIGHT CONI IM PLUS ONE-HALF TURN OF A STANDARD WENCI (APPROMMAIELY 30 FL -LBS. OF 1011=E DUE 70 SHRl4L4M AND COMPRESSION OF BUILDING CONIRACIORS SHALL RE-IIOHIEN NUT TO 30 FL -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 DISTANCE REQUIREMENTS STUDS AT SIMPSON LTT20B HEADER END. RECESSED IN SLAB SOLE PLATE w/Y2" THREADED ROD EPDXIED 4" CONC. SLAB i1 RECESSED LTT20B LO �l SCALE: NTS IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING POST BELOW WITH STRAPS WHEN FULL HLIUNI ANCHORS ARE NOT USED 6" DBL. TOP MAX PLATE_4 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST OPTION A DOUBLE TOP PLATE CONTINUOUS OVER 6„ HEADER MAX 8 -GUN NAILS FULL HEIGHT r ANCHOR OR DTT2Z J 1 HOLD DOWN AT BASE OF POST OPTION B NOTCH HEADER BELOW TOP PLATE PORCH HEADER, SEE PLAN. MIN. (2)2x4 WOOD BELOW. & (1) ADJ. TO PORCH HEADER. LSTA12 FOLDED OVER TOP PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE 0 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM MIN. (2)2x4 WOOD BELOW. & (1) ADJ. TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2�„ 3x3xY4" SLOTTED WASHER PUSHED TO OUTSIDE FACE N3A4" SLOTTED OF WALL. VASHER PUSHED '0 OUTSIDE FACE )F WALL. Y2" THREADED ROD EPDXIED 4" OR Y2"06" SIMPSON TITEN HD. SECTION VIEW HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C 1 -CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SOLE PLATE ANCHOR Qri HOLD DOWN. BUTT JOINT J 12" kil IMAX. PT. SYP#2 SILL PLATE. MIN. SOLE PLATE BREAK SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2" 0 EPDXY 42" 24" 3x3xO.229" 4" 2%4" Y2"0x6" TITEN HD 42" 24" 3x3xO.229" 4y2" 2%4" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 1'/2"O ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: 3/4" = 1'-0" \\xjj II II III///,,,,, 0C E N SF��OG'',; No. 71461*�= ,p• STATE OF %�p�;•. "40R10P' \Z� SION//011111111100 A 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF TH E ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFERTOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL FRAMING DETAILS SHEET S0.1 SHEET Z OF 9 OLL M M (D N z N C M W J J H z 00 �z= Q U zww ui U co _jO Q U � N � Booz I- U J Q I- VU FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF TH E ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFERTOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL FRAMING DETAILS SHEET S0.1 SHEET Z OF 9 OVERLAP SIDEWALL TOP PLATE (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE SOLE PLATE 4, ANCHOR e ° o e ' 2–MSTA24 STRAPS HTT5 w/ GARAGE HEADER CRIPPLE STUDS (2)2X6 SILL WITH 5-0.131x3 TOENAILS EA END %" THREADED ROD EPDXIED 12" HOLD DOWN, GARAGE SEE PLAN FLOOR THICKENED SLAB EDGE AT GARAGE OPENING. GARAGE WING WALL ELEVATION GARAGE FRAMING FLOOR GIRDER TRUSS PER PLAN SOLE PLATE ANCHOR GOAL POST. FASTEN TO STUD PACK WITH 2–ROWS OF 16d RING SHANK NAILS ® 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER HTT5 w/ " THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION STUD TO TOP PLS SDWC15600 SCF ® 32" STUD TO SOLE PL SDWC15450 ® 32" WATERPROOFING BY HANDRAIL BY BUILDER BUILDER FLOOR FLOATING DECK AND SHEATHING DRAINAGE BY BUILDER FLOOR TRUSS PER PLAN FLOOR BEAM PER PLAN HEADER PER PLAN HEADER TO TOP PLATE: Cf1WM .CAA Cl�DCW WALL UPLIFT FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TUD PACK TO BOT LATE: SDWC15450 !OTTOM PLATE TO RUSS: SDWC15600 ® S1 4" D.C. SEE PLAN VIEW FOR WALL STUD ARRANGEMENT a�_UIX:iI•il•7�] 4-16d NAILS NOTCH IN UPPER TOP PLATE LAP DOUBLE TOP PLATE AT CORNER EXTERIOR WALL STUDS (3)2x12 w/(2) (WINDOW NOT SHOWN)A HEADER TO SUPPORT PLYWOOD FLITCH INSTALL LAST MAIN ROOF TRUSSES 2x6 WALL SHEATHING WALL FOOTING PER FRAMING DETAIL 1/S1.01 SLAB PER PLAN FI ST FLOOR T.O.S. FTI 41, 1 C- - - 4 (_ - _ - _ - _ - _ - • i - I I I I t_ - I I -I tilI e e` ed l Ell 4151 I— I I—I 11-11 — Li I— I —I —I I—�11 I I II I I I II I I I Fri DECK SECTION SCALE: 1/2" = V-0" 2x6 STUD _ FRAMING (2)1Wx7Y4" MICROLAM 1.9E LVL. 2x8 BLOCKING 16" O.C. 2x6 SYP#2 BLOCKING BETWEEN EA. KNEE _ WALL STUD w/4 -12d COMMON WIRE TOENAILS (TYP) BOX -WINDOW DETAIL SCALE: N.T.S. milk IMPSON CS6 STRAP. NAIL TO TOP OF BAY WINDOW WING WALL & DOWN TO FACE OF DOUBLE WALL STUD ADJACENT TO WING WALL FRAMING (ONE EACH SIDE). NAIL PLYWOOD TO LAST JOIST " OSB SHEATHING (2)2x6. FASTEN EACH w/A34 ANGLE EN A—A SECTION FLOOR TRUSSES PER PLAN 111 � INN.. I 11 �1 L (2)1-Y4"x7Y4" MICROLAM 1.9E LVL. PROVIDE SHORING UNTIL ALL FRAMING IS COMPLETE, INCLUDING ROOF BAY WINDOW FRAMING IOTTOM PLATE TO TEAM: SDWC15600 W O.C. NOTCH BOTTOM OF (3)2x12'S TO W/2" AT BASE TO FIT WITHIN 2x6 WALLS. ATTACH BASE OF (3)2x12 VERTICAL WIND BEAM w/ (2)SIMPSON LS50 (ONE EACH SIDE). - DOUBLE STUD MAIN WALL WO THRU L 2x6 ® 16" O.C. BOLTS 0 16" O.C. 3-202 w/(2)"2" 2x6 STUD, PLYWOOD FLITCH NAIL TO 2x12'S 2x6 0 16" O.C. WALL SHEATHING WALL STUD PLAN VIEW STUD WALL, SEE PLAN. CONT. SHEATHING TO BOT. OF FLOOR TRUSS. NAIL TO EA. FLOOR TRUSS w/2–ROWS OF 8d COMMON NAILS @ 4" O.C. CONT. 2x4 NAILED TO EACH TRUSS w/2 -12d COMMON NAILS 2x4 BLOCKING BOT, OF FLOOR TRUSS ATTACH TO FLOOR TRUSS w/2 -12d TOENAILS OSB BLOCKING BOT PLATE TO TRUSS: PANEL BETWEEN SDWC15450 TRUSSES. TRUSS OUTRIGGER SECTION SCALE: N.T.S. TRUSS TO TOP PLATE: SDWC15600 STUD WALL, SEE PLAN. \\\�j1IIIIIII///,,,,, 0C E N SF��OG'',; No. 71461*�= ,p• STATE OF SIONq-E 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE LL O M M (� N Z N � � M W J LL z -i 00 �z= Q U zww Lu U co �O QU N Booz Q U J Q I— V / FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIORTO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TOTHE ARCH ITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL FRAMING DETAILS SHEET 50.2 SHEET 3 OF 9 SYMBOLS LEGEND DESIGNATES SLAB EDGE LINE - - - DESIGNATES FOOTING LINE DESIGNATES SLAB RECESS/STEPDOWN DESIGNATES STEMWALL FOOTING FOOTING SCHEDULE TYPE DEPTH WIDTH BOTTOM BARS F2.0 1'-0" 2'-0"x2'-0" (3) #5 EW F2.5 1'-0" 2'-6"x2'-6" (3) #5 EW F3.0 1'-0" 3'-0"x3'-0" (3) #5 EW F3.5 1'-0" 3'-6"x3'-6" (4) #5 EW F4.0 l'-4" 4'-0"x4'-0" (4) #5 EW GENERAL FOUNDATION NOTES 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. SEE ARCH FOR DIMENSIONS 2. SEE GENERAL NOTES AND SPECIFICATIONS ON S0.0 FOR FEATURES NOT INCLUDED WITHIN THIS PLAN. 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES 4. SOIL AND FILL COMPACTION SHALL BE IN ACCORDANCE WITH GENERAL NOTES AND SPECIFICATIONS PROVIDED ON SO.O 122'-0" 32'-8" 22'-8" 32'-0" 30'-8" 4'-0" e. 22'-7 2„ 7,_0/„ 3,-0" 8'-4Y4 10'-3" 13'-4Y4„ e. S1. 0 N a_i - - - S ° F2.o 4 4 C NC TE SL FIB MESH a - - - - - - 0 RE Q A� w/ FIBER MESH - - - - - - - � - - - - �]. r @ 1.5 LBS/CU.Yb. OF CONCkTE OR ° o r o ° d Q F2.0 F2.0 ° 6x6 W1.4xW1.4 WWF ON EMIL VAPOR i S1.01 I Q a Q Q Q Q <BARRIER IN PREPARED GRA E. in L J ° LIDING GLASS DOOR 1 ° - - - - a FRA MUT BE RECESSED S E PROVIDE 2-#4x4'-0" ARCHITECTURAL BANS FOR LOION CORNER CRACK BARS 2 - - - - $ - - . - -� - - - OF SLIDING GLASS DOORS. d ATQSLAB MI -DEPTH. CD ° I p d d ° I c° I - - - - - I PROVIDE SAW CUTS PEV7/S1.01, ° I I d o F2. d I BUILDER. OCOORDINATE LOOR MATERIAL. _234» ° I L_ F3.0 4 I 10'-8" S1. -10" 10' . d I Q a a °:F2.0- lu� II P a I I d STAIRS BY -134 I I3 -2' ° 8'-4Y2„ 3._ I I I 4 F� ,ter, 4 4 4 0TH S ° _0„ �.. a I _3 II N a SLOPE 4 2 .8 /g I' d d I I I 1 0 I ° 5 I 10 ° o 2 S1. 1- I I I I I o I Q N I ° I I SIM S1.01 N00 � n� I 3 AWCUT II II I a a2 .0 a S1.01 ° aI STAIRS BY 0 F2.0 ° 4 DER ° aI a.° POOLBY OTHERS 9or N a aI ,0I ° a N fF3.0 ° I I I 01 "� ° 6 o I I F -, ° I I o � a a s,.0 Q' 1 1 I F2.5 2.5 I 14 d d ° o J I I5 - -° - Q -F2.0\ -�-d _ L s,.o, 2 ° ° aI --- J I------- �.7N c0 2 2 S1.01 S1.01 SIM 25'-11y" 3'-8Y2" 25'-8" 29'-8" 25'-8" 5'-0" 11'-4" 4'-6" 10'-2" 24'-8" 5'-0" 3'-10" 122'-0" FOUNDATION PLAN SCALE: 3/16" = 1'-0" 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE LL 0. O LL M M (� N z N � C) M W J LL z 00 �z= Q U zww Lu U co _jO Q 10U � N � Booz I` U J Q Lr) FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAYVARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELDALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION PLAN SHEET S1.0 SHEET 4 OF 9 AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY EOR. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. (1)#5 CONT, PROVIDE CORNER BARS PER GENERAL NOTES ON SO.0 (TYP) 12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE SEE PLAN GRADE OR CONC. SLAB, SEE PLAN. DOWEL\j\��` VERT. MWALL REINFORCING(SEE p STEMWALL SCHEDULE CMU PERMIT REINFORCING COURSES DATE 1 TO 6 M #5 VERT. @ 48" OC 7 TO 10 M #5 VERT. @ 24" OC 11 TO 12 N #5 VERT. @ 8" OC STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. / \ EMWALL SCHEDULE) w/ 6" HOOK \\/ TO FOOTING. LAP VERT REINFORCING 25" IF STEMWALL IS GREATER THAN ° a a �\(3) COURSES. 3„ \� � \�/\/@ 48" O.C. CL R OR ROD CHAIRS 10"d x 20"w (1)STORY W/ (2)#5 CONT 12"d x 24"w I, (2)STORY W/ (2)#5 CONT NOTE: 1. BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE IN FOOTING SIZE TYPICAL STEMWALL AND FOOTING SCALE: 3/4" = 1'-0" 3/" RECESS PAVEMENT BY BLDR EJ MATERIAL MATCH DOOR WIDTH PER ARCH 11 x1 2W/ (1)#4 CONT AT GARAGES 1 #4 (-)KIT THICKENED EDGE w/ 1-#5 CONT. GRADE OR CONC. SLAB, SEE PLAN. SLAB ON GRADE SEE PLAN AT PORCHES THICKENED SLAB PORCH STEM WALL SCALE: 3/4" = 1'-0" SLAB. SLAB ON GRADE, SEE PLAN. SLAB FOOTING AT PORCHES, SPECIFIED ON PLAN. SLAB ON GRADE, SEE PLAN. DWEL TO MATCH VERT. STEMWALL 'ORCING (SEE SCHEDULE) w/ 6" INTO FOOTING. LAP VERT 'ORCING 25" IF STEMWALL IS TER THAN (3) COURSES. CONCRETE FOOTING \IT. 8" CMU STEMWALL W/ (1)#5 VERTICAL DOWEL w/ 6" HOOK EMBEDDED 9" IN FTG, SPACE ® 24" OC. 2x4 WALL: 4" WIDE CONC CURE 2x6 WALL: 7" WIDE CONC CURE (1)#5 CONT., EXTENI CORNER BARS 48" BEYONI CURI INTO SLAB (TYP. 8" CMU STEMWALI (1)#5 VERTICAL DOWE 6" HOOK EMBEDDED FTG, SPACE @ 24' SEE 1 /SO.3 FTG SPLUZ)l SEE 1 /S1.0A FOR FTG SPECS 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT STEP, SEE ARCH SLAB ON x= GRADE SEE PLAN D EXPANSION JOINT MATERIAL D D D • �D . / GARAGE PERMETER STEMWALL WITH FLOATING SLAB SCALE: 3/4" = 1'-0" SHOWER PAN SLOPES T" "-AIN, SEE ARCH MAINTAIN 4" MIN. THICKNESS. /S1.01 SHOWER CURB AT EDGE WALL SCALE: 3/4" = 1'-O" 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT 12" HOOK STEP, SEE ARCH INTO SLAB. SLAB ON GRADE SEE PLAN X • SLAB ON A as GRADE SEE PLAN EXPANSION JOINT MATERIAL° p SEE 1 /S1.01 FOR �/ • a • /� STEMWALL AND FTG SPECS STEP AT STEMWALL SCALE: 3/4" = 1'-0" SLAB ON GRADE, �k SEE PLAN. SLAB ON GRADE as n ° ° SEE PLAN °d• a • #3 © 48" OC CL R OR ROD CHAIRS 8"dx16"w (1)STORY W/ (2)#5 CONT lo 8"dx20"w (2)STORY W/ (2)#5 CONT INTERIOR BEARING FOOTING SCALE: 3/4" = 1'-0" 1" DEEP SAWCUT SLAB ON U a GRADE SEE PLAN NOTES: 1. PROVIDE SAWCUTS TO CREAT AN APPROXIMATE 12'x12' MAX GRID 2. SAWCUT SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT 7 SAWCUT S1.01 TYPICAL BOND BEAM w/1-#4 CONT. 8" CMU STEMWALL (TYP) CONCRETE STAIRS CONC. STAIRS SECONDARY POUR SLAB ON GRADE, SEE PLAN. STEP, SEE ARCH. (4" MAX.) STEP PER ARCH SLAB ON GRADE SEE PLAN G�T� EQUAL TO SLAB THICKNESS. d ° d d -00, a ° �\ �j\ �����#3 C� 48" OC CLR OR ROD CHAIRS 8"dx16"w (1)STORY W/ (2)#5 CONT 8"dx20"w (2)STORY W/ (2)#5 CONT NOTE: 1. BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE IN FOOTING SIZE INTERIOR BEARING STEP FOOTING SCALE: 3/4" = 1'-0" 2-#5X38" LONG REBAR w/90° HOOK INTO FOOTING #3 DOWEL BAR EPDXIED 4" @ 16" 0. C. CONCRETE STEP--- #3 TEP #3 DOWEL BAR EPDXIED 4" @- 16" 0. C. 12x12 CMU PIER w/2-#5 VERTICAL p p n p a J 0 p d <* d p pp a a' p d a d a p.. a FOOTING AT TOP OF SLAB SEE PLAN STEMWALL SEES �- CONT. CONCRETE FOOTING 1 /S1.01 8"d x 36""' w/(3)#5 CONT. CMU PIER AT LANAI AND PORCH SCALE: 3/4" = 1'-0" No. 71461*�= ,p• STATE OF SIO NA//011111111100 I-� 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE II� O M M (D N z N � C) M W J LL 00 z �z= U Q zww Lu U co _jO Q U � N � Booz Q U J oC Q Cn FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIORTO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIORTO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFERTOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION DETAILS SHEET S1.01 SHEET 5 OF 9 (2)2x6 ® 12" O.C. FULL HEIGHT WALL (2)2x6-2/1 (2)2x6-2/1 (1)MSTA24 EA END OF HEADER 2-2/2 /,- (2)2x6 i (2)2x6-1 /1 ()2 6 l4nc"l U (2)2x6 I (2)2x6 (2)2x6-1/1 (2)2x6-1 /1 ( - 1 2)— N BEAM BM4 ABOVE SEE DETAIL 1 /S0.2 00 W 4 I L cl v I Ld (1)MSTA24 EA N I END OF HEADER co (2)2x6 BEAM BM3 ABOVE r7 Ll 2 2x –1 — — 2x6-1 I O N X FASTEN TOP OF (2)2x12-2/3 N WALL PER (2)2x6 iLL 6/SO.1 ALT E 6x6 POST N W/ ABU66 I FASTEN TOP OF (2)MSTA24 EA M WALL PER END OF HEADER M 6/S0.1 ALT E I I � N M N M M V) N N n a I UJ LTT20B RECESSED N J I uj a IN SLAB SEE io w I o DETAIL 14/SO.1 a m (1)MSTA24 EA a ¢ I vii (2)2xk1 (2)2x4 (2)2x6 < END OF HEADER M N M cD SHEATH WAL NTINUOUS "� o I BEAM BM5 ABOVE W � 0 WALL ABOVE N I \ J J (3)2x12-1/2 to N N (2)2x6 I 'o o N GIRDER ABOVE – – – – BEAM ABOVE – – – GIRDER ABOVE mQ a T 3 N N I I n a N So.2 M (1)MSTA24 EA w w Ww o w � v ... Lu m �_ m l (2)2x4 " 00 i END OF HEADER a a I ° (2)2x6 F N . v – 2 2x6-2 1 BEAM ABOVE (2)2x6 () / (2)2x6-2/ SW.3/6 (2)2x6 6x6 POST (2)2x6-2/1 (2)2x6-2/1 (2)2x6-2/1 SEE DETAIL W/ ABU66 6x6 POST 1/SO.2 W/ ABU66 FIRST LEVEL WALL FRAMING PLAN SCALE: 3/16" = 1'-0" BEAM LEGEND (2)2x6 BM1 (2)PLY 16" LVL BM2 (2)PLY 16" LVL BM3 (2)PLY 24" LVL BM4 (2)PLY 16" LVL BM5 (2)PLY 24" LVL BM6 (2)PLY 24" LVL BM7 (2)PLY 24" LVL (1)MSTA24 EA END OF HEADER 2-2/2 /,- (2)2x6 i (2)2x6-1 /1 ()2 6 l4nc"l U (2)2x6 I (2)2x6 (2)2x6-1/1 (2)2x6-1 /1 ( - 1 2)— N BEAM BM4 ABOVE SEE DETAIL 1 /S0.2 00 W 4 I L cl v I Ld (1)MSTA24 EA N I END OF HEADER co (2)2x6 BEAM BM3 ABOVE r7 Ll 2 2x –1 — — 2x6-1 I O N X FASTEN TOP OF (2)2x12-2/3 N WALL PER (2)2x6 iLL 6/SO.1 ALT E 6x6 POST N W/ ABU66 I FASTEN TOP OF (2)MSTA24 EA M WALL PER END OF HEADER M 6/S0.1 ALT E I I � N M N M M V) N N n a I UJ LTT20B RECESSED N J I uj a IN SLAB SEE io w I o DETAIL 14/SO.1 a m (1)MSTA24 EA a ¢ I vii (2)2xk1 (2)2x4 (2)2x6 < END OF HEADER M N M cD SHEATH WAL NTINUOUS "� o I BEAM BM5 ABOVE W � 0 WALL ABOVE N I \ J J (3)2x12-1/2 to N N (2)2x6 I 'o o N GIRDER ABOVE – – – – BEAM ABOVE – – – GIRDER ABOVE mQ a T 3 N N I I n a N So.2 M (1)MSTA24 EA w w Ww o w � v ... Lu m �_ m l (2)2x4 " 00 i END OF HEADER a a I ° (2)2x6 F N . v – 2 2x6-2 1 BEAM ABOVE (2)2x6 () / (2)2x6-2/ SW.3/6 (2)2x6 6x6 POST (2)2x6-2/1 (2)2x6-2/1 (2)2x6-2/1 SEE DETAIL W/ ABU66 6x6 POST 1/SO.2 W/ ABU66 FIRST LEVEL WALL FRAMING PLAN SCALE: 3/16" = 1'-0" O z N N N M N 6x6 SYP#2 POST w/ABU66. SEE DETAIL 4/SO.1 (TYPICAL) \\\�11IIIIIII///,,,,, �C E N sFOG'% No. 71461*�= STATE OF ,SIONA11` 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE (2)2x6 I REVISIONS � LL I 3 N w ml wl m M (� Q N cl�al ft� uj M 04I 0 0 I o z N V) N N �I -j 00 �z= Q (1)MSTA24 EA z Lu END OF HEADER Lu I I co � —jO Q U � N rN Booz 4EA I— BEAM O z N N N M N 6x6 SYP#2 POST w/ABU66. SEE DETAIL 4/SO.1 (TYPICAL) \\\�11IIIIIII///,,,,, �C E N sFOG'% No. 71461*�= STATE OF ,SIONA11` 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE LL 0L O LL M M (� N z N � C) M W J LL z -j 00 �z= Q U z Lu Lu Lu U co —jO Q U � N � Booz I— U J I..L Q Lr) FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAYVARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELDALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FIRST LEVEL WALL FRAMING PLAN SHEET SIA SHEET 6 OF 9 Q SQUASH BLOCK IN FLOOR SYSTEM BELOW POST ABOVE F03(5) 0 OSB PANEL BLOCKING BETWEEN 5 TRUSSES. SEE DETAIL 6E/S0.1 so.2 0 F04 F04 SQUASH BLOCK IN FLOOR SYSTEM BELOW POST ABOVE 0 F07 F08 ( 4 SQUASH BLOCK IN FLOOR SYSTEM BELOW POST ABOVE OSB BLOCKING PANELS ABOVE SHEARWALL PER OSB BLOCKING 6/SO.1 ALT E PANELS ABOVE SHEARWALL PER 6/SO.1 ALT E HTS16 HTS16 2X10 LEDGER. INSTALL 3 OVER SHEATHING. FASTEN 3.0 w/ 8-10d © 24" O.C. (2)2x6 ® 12" O.C. FULL HEIGHT WALL (2)MTS12 � � � �� � ������ �_ � u -i I �_ ■� ell I /©\ j�j � ms's I■��I� �_'����1���� � 1�II , jl� dl, milla-011 Ilk 2ND FLOOR 8 LOW ROOF TRUSS PLACEMENT PLAN SCALE: 3/16" = 1•-0" (2)MSTA24 9 So.1 C7 u/— (2)HTS16 O SQUASH BLOCK IN FLOOR SYSTEM BELOW POST ABOVE F21 F22 ( 14 OSB BLOCKING PANELS ABOVE SHEARWALL PER 6/SO.1 ALT E JH /-- HTS16 HTS16--\ 11 N '" I®I1161 9 SQUASH BLOCK IN FLOOR S6.1 / SYSTEM BELOW POST ABOVE co N LL HTS16 HTS16 ii H TS16 HTS16 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 4/S0.1 \\\�111IIIIIII///,,,,, C E N SF��OG'',; No. 71461*�= ,p• STATE OF %�p�;•. "40R10P' \Z� SIO NA//011111111100 J I-� 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE BEAM LEGEND PERMIT BM1 (2)PLY 16" LVL BM2 (2)PLY 16" LVL BM3 (2)PLY 24" LVL BM4 (2)PLY 16" LVL BM5 (2)PLY 24" LVL BM6 (2)PLY 24" LVL BM7 (2)PLY 24" LVL SQUASH BLOCK IN FLOOR SYSTEM BELOW POST ABOVE F21 F22 ( 14 OSB BLOCKING PANELS ABOVE SHEARWALL PER 6/SO.1 ALT E JH /-- HTS16 HTS16--\ 11 N '" I®I1161 9 SQUASH BLOCK IN FLOOR S6.1 / SYSTEM BELOW POST ABOVE co N LL HTS16 HTS16 ii H TS16 HTS16 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 4/S0.1 \\\�111IIIIIII///,,,,, C E N SF��OG'',; No. 71461*�= ,p• STATE OF %�p�;•. "40R10P' \Z� SIO NA//011111111100 J I-� 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE ry O M M (� N z N � C) M W LL -i 00 z �z= (D QU zww Lu U co —iO Q U � N � Booz U J I..L Q Lr) ) FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAYVARY FROM THE INTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIORTO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 2ND FLOOR & LOW ROOF TRUSS PLACEMENT PLAN SHEET S1.2 SHEET 7 OF 9 No. 71461*�= STATE OF FS ......... kQ5 , s/0NACi 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE LL M M (� SYMBOLS LEGEND z N � C) M Lu J LL 00 DESIGNATES SHEARWALL. THE HIDDEN LINE SW: 3/6 J, DESGNATES SIDE OF WALL THE SHEARWALL �z= U Q z Lu Lu Lu U co SHEATHING TO BE APPLIED. 8d 0 1 Q to U � N F--1 Booz DESIGNATES 8d COMMONS 0 3" O.C. EDGE & U J I..L Q Lr) 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER OF (2)2x8_1/2 PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN ® INTERIOR LOAD BEARING WALL ANCHOR LEGEND XV A307 DIAMETER FULL HEIGHT ROD, SEE DETAIL 10/SO.1 X5THREADED X5%" A307 DIAMETER FULL HEIGHT �,J THREADED ROD, SEE DETAIL 10/SO.1 1¢" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP ® PLATE, SEE DETAIL 10/SO.1 /\A�/yA,...�) A307 DIAMETER ROD TE T FLOOR TERMINATES AT FIRST FLOOR TOP V- PLATE, SEE DETAIL 10/SO.1 - SIMPSON HTT5 SEE DETAIL 12/S0.1 • SIMPSON DTi2Z SEE DETAIL 12/SO.1 SIMPSON LTT20B SEE DETAIL 12/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9,-1" 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 14'-0 2x6 SPF#2 0 16" O.C. INTERIOR IMAX 2x4 SPF#2 0 16 O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. Zlgl.mgm 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 14/SO.1 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE EXTEND TO UPPER (2)2X6 ® 12" O.C. FULL HEIGHT WALL c0 MOST TOP PLATE. SEE DETAIL 9/SO.1 FOR SHEATHING SPLICE (2)2X6-1 /1 SHEATH WALL TO GIRDER BELOW LOCATIONS FOR MULTI STORY CONDITIONS SHEATH WALL THRU(2)2x6-1 1 (2)2X6-1 /1 (2)2x6-1 /1 CS16 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. ROOF TO WALL BELOW (1)MSTA24 EA � 3. INSTALL SOLE PLATE ANCHORS PER DETAIL 11/S0.1 END OF HEADER M (2)2x6 a (2)2x6 (2)2x6 3 I GENERAL NOTES 2)2X10-2/ (2)2x6-1 /1 (2)2x6- 1 N I 1 I I N 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. (2)2x6-1 /1 (2)2X6-1 /1 I AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. I 2 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING 3 I SEE 5/S0.1 FOR BEAM (0 N (0 N (1)MSTA24 EA (2)CS16 END OF HEADER SPECIFICATIONS. (2)2x6-1 /1 (2)2x6-1/1 (2)2x6-1 /1 (2)2x6-1/1 I CONN. (TYPICAL) (1)MSTA24 EA END END OF HEADER v (2)2x6 C4 I i 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER CS16 (2)2X12 OF BEAM (TYP) (2)2x12 ° DETAIL 3/S0.1 (3)2x10-2/2 ° �.xj 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 11/SO.1 (2)2X6 N PROVIDE DIAPHRAGM ATTACHMENT PER I (2)2x1211111 _ _ _ _ _ _ .1 DE ATLSHEARWALLS, F TEN W L PER 2 S .2 I SHEATH WALL TO 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE I C 16 GIRDER BELOW BETWEEN TRUSSES, SEE 6/SO.1 \ p (2)CS16 ()ds16 I I CS16 SEE DETAIL 4/50.1 FOR FRAMING AND HOLD I I I I 1 I DOWNSPORCHES, co Q > p ,Nx, > w SEE 5/SO.1 FOR BEAM7 Cn j Q I N Ld D O Q I �' 4X4 SYP#2 POST TO WALL STUDS BELOW W/ (2)CS16 CONN. (TYPICAL) ¢ I � o $ln'o I o J o ,., CSI6 STRAPPING DETAIL LO Q FASTEN TOP OF WALL I I W X J Z3 1 1 I Q 1 w PER 6/S0.1 (ALT A) i 1 N 1 of N csls STRAP w/ 13" END LENGTH. FASTEN LLI° I (2)MSTA24 EA 1 N J ; N \ CS16 THIS END w/ 11-10d. co " I END OF HEADER N N o WALL FRAMING W a cx I N 1 (2)CS16 I w � (1)MSTA24 EA J I I (2)CS16 I � END OF HEADER 1 3 CS16 (2)2X8-1/ (2)2X6 CS16 I Z z I I I N I I I NO NAILS REQUIRED IN CLEAR SPAN N I -- (2)MSTA24 THIS END (2) S1 FLOOR TRUSSES U) I CS16 FAS WALL PER 2/SO.2 OF BEAM (TYP) I I i I OR JOIST. 11 4 o m I w GIRDER C09 ABOVE 4X4 SYP#2 POSTS SPACED I a S0.2 WALL FRAMING W � N SHEATH WALL TO BOT OF J N 4" APART. POST TO BEAM I I� v I BEAM BELOW. OVERLAP X 1 BELOW W/ (2)CS16 I I I C, STRAP w/ 13" END LENGTH. FASTEN FLOOR SYSTEM 12" MIN 3 N c„ S I IM I i I THIS END w/ 11-10d. vii CS16 I I (2)2x6 " I N (2)2x10-1 /2 (2)2x10-1/2 v I (2)2x12 - - 0 °1117 CS16 - - - - (2)PLY 14" LVL co /1 CS16 4x4 SYP#2 POSTS SPACED 4" (2)2x6-1/1 POSTS TO BEAM BELOW (2)2x6 (1)MSTA24 EAS (1)MSTA24 EA -7(2)2x6-1 SEE 5/SO.1 FOR BEAM APART. / (2)CS16 4x4 SYP#2 POST TO END OF HEADER END OF HEADER CONN. (TYPICAL) (1)MSTA24 EA END 1J BEAM BELOW W/ SEE 5/S0.1 FOR BEAM OF BEAM (TYP) (2)CS16 (TYP) CONN. (TYPICAL) SECOND LEVEL WALL FRAMING PLAN SCALE: 3/16" = 1'-0" No. 71461*�= STATE OF FS ......... kQ5 , s/0NACi 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE LL FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAYVARY FROM THE INTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIORTO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SECOND LEVE WALL FRAMING PLAN SHEET S1.3 SHEET 8 OF 9 O LL M M (� N z N � C) M Lu J LL 00 z �z= U Q z Lu Lu Lu U co -jO Q to U � N F--1 Booz U J I..L Q Lr) FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAYVARY FROM THE INTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIORTO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TOTHE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SECOND LEVE WALL FRAMING PLAN SHEET S1.3 SHEET 8 OF 9 \\\v�ttlllllllilf��,,,, No. 71461*�= ,p• STATE OF OR ID 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE LL ry) 4_14. 4-14• SYMBOLS LEGEND M (� N z N � C) M HTS16 DESIGNATES UPLIFT CONNECTION. J LL z 00 �z= Q U Z Lu FRAMING PLAN NOTES` 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. w U m _jO Q U � 2. FOR SPECIFlC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. � Booz U J 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = I..L Q Lr) 4. WHEN USING (2)H2.5T CLIPS ON 0/2• WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS e e e § e DOUBLE TOP PLATE FROM EACH OTHER. e e e e TRUSS ar FASTENING DETAILS rafter rafter 0 O O SDWC15600 overhang 1Y" 2-SDWC SCREWS AT TRUSS DETAIL STUD DIRECTLY BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)¢' 10' 0' 30' STUD DIRECTLY BELOW TRUSS h"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE 3 3 PORCH CEILING SHEATHING SO.0 < SO.0 LGT2 + AT BOTTOM CHORD OF MTS12 TRUSS SEE 4/S0.1 2 (2)HTS16 Mo Mo co C). U U-1 3 , « HTS16 SO.0 C: C\l-1 -I TT N C 03 M E IIIti LLBELOW K J15 NH S0.03 Q' HH STUD NOT DIRECTLSDWC15600 NEJ TRUSS(2)HTS16 EJ 14 (4 h2j% Reference detail 2a for installation angle limit 711 BLOCK w/12—10d ° SDWC INSTALLATION c C "03 0 ° (5:3) T17 SIMPSON LGT2 Rafter to Top Plate shown (Truss to Top Plate similar) CJ04 + HTS16 CJ05 E 1 s7� m°x STUD NOT DIRECTL S0.1 F]BELOW TRUSS V=01' N co BLOCKING W/ A34 EJ01 ( S0.0 d 0 ANGLE EA END ® Do not install SDWC in hatched area C W 0 T SDWC15600 EJ01 7 3 3 (2)HTS16 50.0 Overhang 1 1/2" MIN S0.0 4 E 2" MAX EM SDWC INSTALLATION RANGE 2—HTS16 2x4 STRUCTURAL FASCIA EJO Ejo 2x4X6' LONG CJ05 J16 RAFTERS ® 24" O.C. &'" miniRofter or Truss mum edge SISTERED TO TRUSS distance for full TOP CHORDS W/ 10d values (with or Splice may be in upper or CJO o J15 ® 3' 0. C. without a plate lower plate splice) LO O O N co ' O I-C CD N O It M N 0 U O O O U O O J14 M co co M `1_ `1_ ­3CIK Wloo w 03 , U BLOCKING / A34 O K from top plate _ r O O U s ANGLE plice O sffset for full values STUD NOT DIRECTL U U O BELOW TRUSS (2)HTS16—//(2)HTS16 LGT2 + 3 4 PORCH CEILING SHEATHING MTS12 SO.0 SO.1 AT BOTTOM CHORD OF TRUSS SEE 4/S0.1 SDWC AT TOP PLATE SPLICE ROOF TRUSS RAFTER CONNECTION NOTE: FASTEN ALL ROOF TRUSSES/RAFTER TO BEARING WALLS (2)SDWC15600 SCREW UON. TRUSSES LESS THAN 20' LONG CAN BE INSTALLED w/ 1—SDWC15600. SEE DETAIL THIS SHEET FOR SDWC INSTALLATION DETAILS. ROOF TRUSS PLACEMENT PLAN SCALE: 3/16" = 1'-0" \\\v�ttlllllllilf��,,,, No. 71461*�= ,p• STATE OF OR ID 09.15.23 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL 32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME YOUNG RESIDENCE SSE No. 23-0070 ISSUE DATE PERMIT 09.15.23 REVISIONS DATE LL FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAYVARY FROM THE INTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIORTO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFERTOTHE ARCHITECTURAL DRAWINGS OR CONTACT TH E E.O.R. ROOF TRUSS PLACEMENT PLAN SHEET SIA SHEET 9 OF 9 O LL ry) M (� N z N � C) M W_j J LL z 00 �z= Q U Z Lu w w U m _jO Q U � N � Booz U J I..L Q Lr) FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAYVARY FROM THE INTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIORTO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFERTOTHE ARCHITECTURAL DRAWINGS OR CONTACT TH E E.O.R. ROOF TRUSS PLACEMENT PLAN SHEET SIA SHEET 9 OF 9