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2434 SEMINOLE RD - NEW HOME STRU. DWG'S.DESIGN CODE: --------------- 2017 FLORID BUILDING CODE(RESIDENTIAL) DESIGN LOADS: -------------- ACTUAL AND UNIFORM ROOF LOADING: (cd=1.25) TOP CHORD LIVE LOAD ----------------- --- 20 psf TOP CHORD DEAD LOAD ----------------- --- 10 psf (METAL) BOTTOM CHORD LIVE LOAD ---------------T -- 10 psf BOTTOM CHORD DEAD LOAD ----------------- 5 psf FLOOR LOADING: (cd=1.00) LIVE LOAD (INTERIOR) ------------------ - - - - 40 psf LIVE LOAD (BALCONIES) - - - - - - - - - - - - - - - - - - - - - - 40 psf DEAD LOAD ----------------------------- 25 psf DEFLECTION CRITERIA: SURES ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/24 INTERIOR ZONE (PSF) FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD 360 & 0.75" MAX WIND LOADING: (ASCE 7/10) +30.2 -32.9 BASIC WIND SPEED ----------------------- --- 130 MPH IMPORTANCE FACTOR ------------------ - - - - 1.00 MEAN ROOF HEIGHT _------------------ - - - - 20.0 FT ROOF PITCH ------------------------ - - - - 4/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY ----------------------- D ENCLOSURE CLASSIFICATION _-------------- - - - - ENCLOSED INTERNAL PRESSURE COEFFICIENT ----------- - - - - f .18 COMPONENTS & CLADDING ALLOWABLE PRE SURES TRIBUTARY AREA (sf) INTERIOR ZONE (PSF) EDGE STRIP a = 4 (PSF): 0 10 +30.2 -32.9 +30.2 - 0.5 50 +27.1 -29.6 +27.1 -34.2 S1.01 100 +25.7 -28.2 +25.7 -31.2 1ST LEVEL WALL FRAMING PLAN • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FDR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NO ED POSITIVE AND NEGATIVE PRESSURES. STRUCTURAL DRAWING INDEX o ��D S0.0 DESIGN CRITERIA & GENERAL NOTES �UW SO.1 GENERAL NOTES S1.0 FOUNDATION PLAN S1.01 FOUNDATION DETAILS Z S1.1 1ST LEVEL WALL FRAMING PLAN �J S1.2 2ND FLOOR FRAMING PLACEMENT PLAN S1.3 2ND LEVEL WALL FRAMING PLAN S1.4 ROOF FRAMING PLAN 52.0 TYPICAL FRAMING DETAILS S2.1 WOOD FRAMING DETAILS S2.2 CMU FRAMING DETAILS S2.3 MISC. FRAMING DETAILS 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 COI STRUCTION. 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 OBSEFI VERS 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. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. WHERE A DETAIL, TYPICAL DETAiII_, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS INCLUDE, I' BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL (GOVERN. MATERIAL, WORKMANSHIP, AND DIIESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHA,L VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROC DING 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 ARCHITECTS FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREFlANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF AN) 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 EMPLOYE�:S. 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 REPAIRS -D OR REPLACED AS DIRECTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL CONTRACTOR SHALL FURNISH AMSC NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTALLATION OF MECHANICAL EQUIPMENT. FOR ELEVATORS ASSOCIATED WI][H THIS PROJECT, EDGE OF SLAB OPENINGS AT PIT, FOUNDATION, FLOOR FRAMING AND ROOF FRAMING HAVE BEEN COORDINATED FOR DIMENSIONS, SLAB EDGE SUPPORTS, HOIST BEAM SUPPORTS AND RAIL SUPPORTS BASED ON ELEVATOR CUT SHEETS PROVIDED DURING THE DESIGN PHASE FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONS, PROVIDE MISCELLANEOUS FRAMING AS REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND HOIST BEAM SUPPORTS, AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ALL REQUIRED ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED ADJUSTMENTS NOTED ABOVE FOR INSTALLATION OF ELEVATOR(S) AT NO ADDITIONAL COST TO OWNER. GUARDRAILS AND HANDRAILS: SHALL BE DESIGNED PER 2006 (INTERNATIONAL RESIDENTIAL CODE, TABLE R301.5. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING MANUFACTURER. FOUNDATIONS: SOIL BEARING (DESIGN MAXIMU ): 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. 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 UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLIJION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, DO NOT EMBED PIPING WITHIN OR PASS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. FILL TO BE COMPACTED TO 95�e OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. CONCRETE SLABS ON GRADE: 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. C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF '/ 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 16'-0" (MAX.) IN EACH DIRECTION. CONSTRUCTION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS 600 SQUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO 1.. SLAB CONSTRUCTION JOINTS SHALL BE USED IN PLACE OF CONTROL JOINTS WHERE NEEDED TO INTERRUPT A CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. PLACEMENT OF WELDED WIRE REINFORCEMENT IN SLAB, WHERE SPECIFIED, SHALL BE AT CONSISTENT DEPTH OF 1"-2" FROM T/SLAB. WELDED WIRE REINFORCEMENT SHALL BE PROPERLY CHAIRED ABOVE GRADE. OVERLAP EACH REINFORCING SHEET TWO FULL PANELS AND TIE CROSS WIRES ON EACH SIDE. WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN FLAT SHEETS. REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL PENETRATIONS ARE ALLOWED. COLUMN BOX -OUTS SHALL BE USED TO ISOLATE AN ADEQUATE AREA AROUND COLUMN BASE PLATES TO PROVIDE FOR COLUMN PLACEMENT AND LEVELING. BOX -OUTS ARE TO BE CLEAN AND FREE OF DEBRIS TO TOP OF FOOTING PRIOR TO FILLING WITH CONCRETE, COLUMN BOX -OUTS ARE NOT REQUIRED IF STEEL COLUMNS ARE PLUMB AND FULLY GROUTED PRIOR TO PLACEMENT OF SLAB.: CONCRETE REINFORCING REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH ----------------- 3" 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - - - - 2" 3. WALLS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/4„ 4. COLUMNS/BEAMS--------------------------- 1 1/211 SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-05. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS AND OTHER MEMBERS). PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. 0b 0 z o ��D Z U �UW Myo Z o N �J U _����e •��GENS� •••OG'% v ' o. 4 C � Rl ' � o Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION ♦.ui� i v+�. � vrt �nrLL.�. �� n� � r�i. i CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R DESIGN CRITERIA AND GENERAL NOTES SHEET SOD SHEET 1 OF 12 CONCRETE MASONRY: SPECIFICATIONS: o Z ALL WOOD MEMBERS EXPOSED TO WEATHER OR ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM To ACI 530-05/ASCE 5-05/TMS 402-05 AND ACI 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD—BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI (f'm=1500 PSI). GROUT ALL CELLS C NTAINING VERTICAL REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5—C". CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIq. CMU COMPRESSIVE STRENGTH = 1900 PSI). COMPLETE TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDING INSPECTOR. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi PER ASTM C1019. GROUT SHALL HA E 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. JOINT REINFORCING — TRUSS TYPE, 9 GAUGE SPACED VERTICILLY AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A-82. VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED1 SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLO R OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELL AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL B (1) TYPICAL REINFORCEMENT BAR AT EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED CUT. PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRACE, 2 ROWS AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTEND 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED OTHERWISE, WHERE MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AND/OR WHERE ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO XISTING WYTHES, EACH ADJACENT WYTHE SHALL BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH WYTHES) OR POST—INSTALLED TIES APPROVED BY ARCHITECT ENGINEER (ADDITION TO EXISTING CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING DESCRIBED IN THE GENERAL NOTES. CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE PEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE RROPER ELEVATION. ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GRpUTED. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BF DISCONTINUOUS AT CONTROL JOINTS. 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB. SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING. FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WBS SHALL BE FULLY MORTARED IN ALL COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT CELLS/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. WOOD FRAMING SPECIFICATIONS: o Z ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE—TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT—DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, 4,CQ OR NON—DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE—ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. 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. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTA Y' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN 4ND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN IND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. TIMBER FRAMED BEARING WALL NOTES: 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP#2. 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. 3. SILL PLATE ANCHORS—Y2"x6" EPDXY ANCHORS @ 24" O.0 MAX 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON—BRG. TOP PLATES. 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. 7. SPACE STUDS AT 24" O.C. IN NON—LOAD BEARING WALLS. 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE 0 PLAN. WOOD FRAMING SPECIFICATIONS: EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCHE�COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMB R GRADES. 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. ROUGH HARDWARL-, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSONS" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIIFIED 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 OFFICAL AND ARCHITECT). BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL BE PULLED TIGHT AND AGAIN CHECKED AND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO HOUSE THE BOLT HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK THREADS TO PREVENT LOOSENING. COMMON NAILS SHOULD BE USED WHEN NAILING IS SPECIFIED ON THESE PLANS (U.O.N.), SUCH AS AT SHEARWALLS AND DIAPHRAGMS. ALL OTHER NAILING MAY BE OF THE "BOX OR SINKER" TYPE. ALL ROUGH CARPENTRY WILL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND ALL PERTINENT BUILDING CODES. THE SHIMMING OF SILLS, JOISTS SHORT STUDS, TRIMMERS, HEADERS OR OTHER FRAMING MEMBERS SHALL NOT BE PERMITTED. ALL WALLS AND PARTITIONS SHALL BE STRAIGHT, PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR PROPER NAILING OR THE MAKING OF SOUND CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER FOR EXCESSIVE WARP, TWIST, BOW OR CROOK, MILDEW, FUNGUS OR MOLD AS WELL AS FOR IMPROPER GRADE MARKINGS, DEFECTS WHICH WILL RENDER A PIECE UNABLE TO SERVE ITS INTENDED FUNCTION SHALL BE DISCARDED. WHERE "LVL" ME BERS ARE INDICATED ON THE PLANS AND SCHEDULES THEY SHALL BE MANUFACTURED EY TRUSS—JOIST MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. MEMBERS SHOWN ON THE PLANS AND SCHEDULES ARE DETERMINED FROM MANUFACTURER SUPPLIED INFORMATION AND SHOULD BE REVIEWED FOR COMPLIANCE BY THE MANUFACTURER'S CIVIL OR STRUCTURAL ENGINEER. LOADING INFORMATION MAY BE PROVIDED UPON EQUEST. NOTCHES, HOLES OR CUTS SHOWN IN THE TYPICAL DETAILS ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY TIE STRUCTURAL ENGINEER. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE—TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE �DOT—DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON—DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. METAL CONNECTORS AND FASTENERS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT^2) OR BETTER. HANGER AND ST APS INTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL ALL EXPOSED WOOD FASTENERS SHALL BE HOT DIPPED GALVANIZED TO MEET THE SPECIFICATIONS QF ASTM153 OR BETTER. FASTENERS INTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. SHEATHING SPECIFICATIONS: • ROOF — MIN. Y2", 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.120x3" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). • WALL — MIN.7/s", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING REQUIREMENTS AT SHEARWALLS • FLOOR — 2� /32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD • PORCH CEILING — 3/1 " (OR GREATER) OSB OR PLYWOOD, W/ 8D COMMON NAILS @ 6" O.C. EDGE AND FIELD 11 �S3U� Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE o Z rz (7�1�,N�, U p w �./ M U 5 N c � 0 o N �w x �S3U� Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION ' VItV�l. IU J ZI..UVIAuI CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. GENERAL NOTES SHEET SO.1 SHEET 2 OF 12 '-4" 700-1 °° I 4" i I I I ( �4" CONCRETE SLAB w/ I (_� 5\1 ' cO 25 I 4'- FIBERMESH @ 1.5 LBS/CU.YD. S1.01 I 3 I ( OF CONCRETE OR 6x6 W1.4xW1.4 I T/SLA I 51.01 I ( I WWF ON 6MIL VAPOR BARRIER I I 0 -0 I J I I _ I ( IN PREPARED GRADE. ''� I I I 3- I o 00 _ ( I _ _ _ _ SAWCUT I 1- o►- - I- F- 10 - _ N I I -- -- -- IU I - -T 7 cn I(n I i T SLAB _ / i 4 (- J I � I I 'co Q I I I I I - _SA.71 N WCU 12,_0„ F.064'-0' I CA 1 - - - - 1- S1.01 I S1.01 T/SLAB 4" SLOPE I I `i' �- PAVERS 13/4" RECESS 11�0 -0 1 ": 10 I F3. uifa- A N I BY OTHERS 0 - SEE ARCH. - -- _ -- -- ' 8-0 F3.0 0- SAWCUT + I d I I s,.o1 I c:) ^4 0CD T/SLAB I - - - - - -+ I P YCD I I 2F-( 2" 7'_2"CD ( �n II I F3.0 Ln I I N I I w I I o0 I I 1 ( I s1.o1 F3.0 F3.0 F3.0 F3.0 F3.0 F3.0 97a F7a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - -� 7B 7A L S1 01 S1.01 7" 14'-3" 14'-0" 14'-0" 14'-0" 14'-0" 13'-6" -- 84'-4" i 3"s 8 5 S1.01 ja 8 L_ J ------� I F2.0 MCxi U S1.01 0 i I F- --1 'Q I L -J I F2.0 I I I 5 I 51.01 SAWCUT I - - - - I I 7'-4„ I I r I ---- ' I I I '-4" 700-1 °° I 4" i I I I ( �4" CONCRETE SLAB w/ I (_� 5\1 ' cO 25 I 4'- FIBERMESH @ 1.5 LBS/CU.YD. S1.01 I 3 I ( OF CONCRETE OR 6x6 W1.4xW1.4 I T/SLA I 51.01 I ( I WWF ON 6MIL VAPOR BARRIER I I 0 -0 I J I I _ I ( IN PREPARED GRADE. ''� I I I 3- I o 00 _ ( I _ _ _ _ SAWCUT I 1- o►- - I- F- 10 - _ N I I -- -- -- IU I - -T 7 cn I(n I i T SLAB _ / i 4 (- J I � I I 'co Q I I I I I - _SA.71 N WCU 12,_0„ F.064'-0' I CA 1 - - - - 1- S1.01 I S1.01 T/SLAB 4" SLOPE I I `i' �- PAVERS 13/4" RECESS 11�0 -0 1 ": 10 I F3. uifa- A N I BY OTHERS 0 - SEE ARCH. - -- _ -- -- ' 8-0 F3.0 0- SAWCUT + I d I I s,.o1 I c:) ^4 0CD T/SLAB I - - - - - -+ I P YCD I I 2F-( 2" 7'_2"CD ( �n II I F3.0 Ln I I N I I w I I o0 I I 1 ( I s1.o1 F3.0 F3.0 F3.0 F3.0 F3.0 F3.0 97a F7a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - -� 7B 7A L S1 01 S1.01 7" 14'-3" 14'-0" 14'-0" 14'-0" 14'-0" 13'-6" -- 84'-4" i 3"s FOUNDATION PLAN SCALE: 3/16" = 1'-0" NOTES: 1. STRUCTURAL ELEVATIONS ARE BASED ON MAIN SLAB DATUM ELEV. (0'-0"), SEE SITE PLAN FOR ACTUAL ELEVATION. SAWCUT I I ( - - -i -- �-- -- I T---- i � I� L11 QiIl V)I I I I IL I I SAWCUT_ -� -- I -------I I- 5 _ S1.01 PARTIAL "B" FOUNDATION PLAN ri■rvl 9 51.01 SCALE: 3/16" = 1' -0 - NOTES: 1. STRUCTURAL ELEVATIONS ARE BASED ON MAIN SLAB DATUM ELEV. (0'-0"), SEE SITE PLAN FOR ACTUAL ELEVATION. 24> IN ABI I N SYMBOLS LEGEND - - - - - DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS -�--� BEAM OR TRUSS, SEE PLAN FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH K TTOM BARS F3.0 3'-0" 3'-0" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 5 ja 8 S1.01 ��0-4 Zv MCxi U S1.01 ocn � N y L_ J T/SLAB I I I -1 -4 I� I 'V I� 'V) I� '� I ■ I I I F2.0 I 5 I 4" CONCRET SLAB w/ I S1.01 FIBERMESH 1.5 LBS/CU.YD. I 5 ( I OF CONCRET OR 6x6 W1.4xW1.4 I S1.01 i WWF ON 6MIL. VAPOR BARRIER IN PREPARED GRADE_ SAWCUT �t _ _ 7'-4" N I I I I I I I F i I PROVIDE AW CUTS PER ( w D_ _ 0 2/S1.01, BUILDER TO o -J:** COORDINA E WITH FINISH - - - - I I I `- FLOOR MATERIAL. I I I I I I 12'-0" I 10'-0" I 10'-0" ' 12'-0" F3.0 F3.0 F3.0-1 6 4 '-0" 6 S1.01 S1.01 A - N I � � PARTIAL "A" CD i FOUNDATION PLAN SCALE: 3/16" = 1'-0" NOTES: 1. STRUCTURAL ELEVATIONS ARE BASED ON MAIN SLAB DATUM ELEV. (0'-0"), SEE SITE PLAN FOR ACTUAL ELEVATION. SAWCUT I I ( - - -i -- �-- -- I T---- i � I� L11 QiIl V)I I I I IL I I SAWCUT_ -� -- I -------I I- 5 _ S1.01 PARTIAL "B" FOUNDATION PLAN ri■rvl 9 51.01 SCALE: 3/16" = 1' -0 - NOTES: 1. STRUCTURAL ELEVATIONS ARE BASED ON MAIN SLAB DATUM ELEV. (0'-0"), SEE SITE PLAN FOR ACTUAL ELEVATION. 24> IN ABI I N SYMBOLS LEGEND - - - - - DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS -�--� BEAM OR TRUSS, SEE PLAN FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH K TTOM BARS F3.0 3'-0" 3'-0" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. L: &3404�' .......... J. =i. 0• Ls OFQ 44 FR sr s;titr Christopher J Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE O¢w V � U � a O U W z FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR FOUNDATION PLAN SHEET sto SHEET 3 OF 12 ja °z p ��0-4 Zv MCxi U N ocn � N y L: &3404�' .......... J. =i. 0• Ls OFQ 44 FR sr s;titr Christopher J Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE O¢w V � U � a O U W z FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR FOUNDATION PLAN SHEET sto SHEET 3 OF 12 8" CMU WALL w/ #5 VE T. w/ STD. 90' HOOK INTO OOTING ALIGNED w/ WALL REINF RCEMENT ABOVE. SEE PLAN OR SC EDULE = FOR SPACING. c� z Lu —' #4 CONT. a_ a #3x48" LONG w 6" C) PAVERS OR CONC. HOOK @ 48" O.C. SLAB, SEE PLAN. ISLAB ON ° GRADE, d a SEE PLAN. 4. / ALT. FO TING AT BUILDERr DISCRETION. 24" WIDE w/(3)#5 CONT. 1 MONOLITHIC EDGE FOOTING S1.01j SCALE: 3/4" = 1'-0" AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN. GRADE OR CONC. SLAB, SEE PLAN. STEMWALL SCHEDULE CMU REINFORCING COURSES � w cn 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. STEMWALLS OVER (6) COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. F— w I REI VERTICAL I FORCING] SEEL PLAN. 01 H to �� 1 —CON . CONCRETE FOOTING 10"x2O" 1—STORY, w,/(3)#4 OR (2)#5 CONT. 12"x24" ALL OTHER, w/(3)#4 OR (2)#5 CONT. 5 TYPICAL STEMWALL FOOTING 1.01 SCALE: 3/4" = 1'-0" GRADE 30"x3O" CONCRETE FOOTING NEW 6X6 POST ABBU66 w/5/8 #3 CLOSED THREADED ROD STIRRUP EPDXIED 6" MIN °• 10x10 CONCRETE PEDESTAL EACH CORNE OF 00 PEDESTAL ° d ed CD 1 d a d ° � 2'-6„ 3—#4 EACH WA 8 SECTION Sj.Ojj SCALE: 3/4" = 1'-0 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN e NOTES: 1) PROVIDE SAWCUITS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. (SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL SCALE: 3/4" = 1'-0" 1 #5 CONT. d ° ° SLAB ON d. ° GRADE, SEE PLAN. THICKENED EDGE—/12"x12" w/ 1—#5 CONT. GARAGE THICKENED SLAB SCALE: 3/4" = 1'-0" BOND BEAM w/1—#4 CONT. IDRILL & EPDXY #4 @ 18" O.C. & BEND DOWN INTO STAIR. CONC. STAIRS F SECONDARY POUR #4@ 18" O.C. \ DOWELS BEND 8" CMU STEMWALL w/ o JI\ INTO STAIRS. #5 VERT. HOOKED INTO FOOTING @ 40" O.C. ° �� o a 4" MIN. BEND 2'-0" INTO SLAB (TYP) a a \ o GRA n o e ° ° v a 0 . o TYP. FTG. EXTEND TYP. FTG @ WIDTH, SEE STAIRS & PROVIDE DETAIL 5/S1.01 #4@ 18" O.C. E.W. CONCRETE STAIRS ON GRADE SCALE: 3/4" = 1'—O" STEP, SEE ARCH. (4" MAX.) SLAB RECESS SCALE: 3/4 "=1'-0" BOND BEAM w/1—#5 x Q GRADE OR CONC. o SLAB, SEE PLAN. --\,. j (2)#5 CONT. TO SLAB I rlIilNIJESS. PAVER BY OTHERS 8" MASONRY STEM WALL w/ � '1—#4 @ 48" O.C. DETAIL "A" PORCH STEM WALL SCALE: 3/4" = 1'-0" WALL FRAMING 2— %#5 CONT. ° ° d SLAB ON GRADE, SEE PLAN. "x 0" L w/(2)#5 CONT. BEARING AT INTERIOR SCALE: 3/4" = 1'-0" MATCH DOOR_ WIDTH, SEE ARCH PAVERS OR CONC. SLAB, SEE PLAN. -I RECESS SEE ARCH SLAB ON GRADE, ' d /\ \ SEE PLAN. \/ ALT. FOOTING AT / BUILDERS DISCRETION. 4" WIDE w/(3)#5 CONT. MONOLITHIC EDGE FOOTING SCALE: 3/4" = 1'-0" 3 HDG LTT20B WITH J" THREADED ROD EPDXIED 8" MIN (AT EACH POST) FOR TYPICAL NOTES rr- SEE DETAIL "A" 6— WOOD POST PER PLAN. 8x8x6" CONCRETE STAND OFF PAD WITH 4—#3x8" DOWEL BARS EPDXIED 4" PAVER BY OTHERS -7 - -ir- -Ir- GRADE IrGRADE OR CONC. \\ / 8"x16" CMU PAD SLAB, SEE PLAN \/\� \\ �-\ w/2—#5 DOWEL BARS 00 z 1 THICK x3 "06" w/(3)#5 EACH WAY DETAIL "B" @ COULMNS � ° SLAB ON GRADE, " � w cn SEE PLAN. x \ % % (C:"@� � ° \ VERTICAL STE WALL REINFORCING v (SEE SCHEDULE-) w/ 6" HOOK INTO ° FOOTING. MATH #5 VERTICAL WALL REINFOR ING LOCATIONS OR INTO SLIB w/ 12" HOOK. \ \ ° ° d n —CON . CONCRETE FOOTING 10"x2O" 1—STORY, w,/(3)#4 OR (2)#5 CONT. 12"x24" ALL OTHER, w/(3)#4 OR (2)#5 CONT. 5 TYPICAL STEMWALL FOOTING 1.01 SCALE: 3/4" = 1'-0" GRADE 30"x3O" CONCRETE FOOTING NEW 6X6 POST ABBU66 w/5/8 #3 CLOSED THREADED ROD STIRRUP EPDXIED 6" MIN °• 10x10 CONCRETE PEDESTAL EACH CORNE OF 00 PEDESTAL ° d ed CD 1 d a d ° � 2'-6„ 3—#4 EACH WA 8 SECTION Sj.Ojj SCALE: 3/4" = 1'-0 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN e NOTES: 1) PROVIDE SAWCUITS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. (SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL SCALE: 3/4" = 1'-0" 1 #5 CONT. d ° ° SLAB ON d. ° GRADE, SEE PLAN. THICKENED EDGE—/12"x12" w/ 1—#5 CONT. GARAGE THICKENED SLAB SCALE: 3/4" = 1'-0" BOND BEAM w/1—#4 CONT. IDRILL & EPDXY #4 @ 18" O.C. & BEND DOWN INTO STAIR. CONC. STAIRS F SECONDARY POUR #4@ 18" O.C. \ DOWELS BEND 8" CMU STEMWALL w/ o JI\ INTO STAIRS. #5 VERT. HOOKED INTO FOOTING @ 40" O.C. ° �� o a 4" MIN. BEND 2'-0" INTO SLAB (TYP) a a \ o GRA n o e ° ° v a 0 . o TYP. FTG. EXTEND TYP. FTG @ WIDTH, SEE STAIRS & PROVIDE DETAIL 5/S1.01 #4@ 18" O.C. E.W. CONCRETE STAIRS ON GRADE SCALE: 3/4" = 1'—O" STEP, SEE ARCH. (4" MAX.) SLAB RECESS SCALE: 3/4 "=1'-0" BOND BEAM w/1—#5 x Q GRADE OR CONC. o SLAB, SEE PLAN. --\,. j (2)#5 CONT. TO SLAB I rlIilNIJESS. PAVER BY OTHERS 8" MASONRY STEM WALL w/ � '1—#4 @ 48" O.C. DETAIL "A" PORCH STEM WALL SCALE: 3/4" = 1'-0" WALL FRAMING 2— %#5 CONT. ° ° d SLAB ON GRADE, SEE PLAN. "x 0" L w/(2)#5 CONT. BEARING AT INTERIOR SCALE: 3/4" = 1'-0" MATCH DOOR_ WIDTH, SEE ARCH PAVERS OR CONC. SLAB, SEE PLAN. -I RECESS SEE ARCH SLAB ON GRADE, ' d /\ \ SEE PLAN. \/ ALT. FOOTING AT / BUILDERS DISCRETION. 4" WIDE w/(3)#5 CONT. MONOLITHIC EDGE FOOTING SCALE: 3/4" = 1'-0" 3 HDG LTT20B WITH J" THREADED ROD EPDXIED 8" MIN (AT EACH POST) FOR TYPICAL NOTES rr- SEE DETAIL "A" 6— WOOD POST PER PLAN. 8x8x6" CONCRETE STAND OFF PAD WITH 4—#3x8" DOWEL BARS EPDXIED 4" PAVER BY OTHERS -7 - -ir- -Ir- GRADE IrGRADE OR CONC. \\ / 8"x16" CMU PAD SLAB, SEE PLAN \/\� \\ �-\ w/2—#5 DOWEL BARS 00 z 1 THICK x3 "06" w/(3)#5 EACH WAY DETAIL "B" @ COULMNS � o O " � w cn N O � U ��z (C:"@� � v QHER J. S J a s • s� ' a 7 rq o ST F, of �,c ,••,c� ORt�P: `��```,,: �aisiri 4 Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWING5. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION DETAILS SHEET SLOT SHEET 4 OF 12 8"x16" MASONRY 6x6 SYP#2 8"x16" MASONRY LINTEL LINTEL SEE 4/S2.2POST TYP. A B TYP. AT MAIN HOUSE /_(3 LOCATIONS) x I U.O.N., SEE 4/S2.2 W m > �O ma ' BEAM BM2 ABOVE i O im Q 0 8"x16" MASONRY LINTEL SEE 4/S2.2 BEAM ABOVE J \-HUC410 MASONRY HANGER. Q W A N (2)1.75x14 1.9E LVL 2)1.75x14 1.9E LVL (2)1.75x14 1.9E LVL STRAP BEAMS TO POST w/(2)MSTA24 OR (2)HTS16 STRAPS (TYP) 8'x16" MASONRY 8"x16" MASONRY I TEL SEE 4/S2.2 LINTEL SEE 4/S2.2 T. 0. W. 9'- 0" �w m> .2O Qm wQ O m I p 0') Q W V)O o Q o BEAM BM2 ~ Q ABOVE cn O rn Vn m D Q ~ O 8"x16" MASONRY f__: LINTEL SEE 4/S2.2 PARTIAL "A" FIRST LEVEL WALL SCALE: 3/16" = 1'-0" 8"x2 " MASONRY_ LINTE SEE 4/S2.2 ING PLAN J J w rn T. 0. W. 12'-0" 8x8 SYP#2 POST w/3HDG LTT20B SEE 7B/S1.01 (7 LOCATIONS) m HUC41 HANGE MASONRY CONTROL JOINT PER 5/S2.3 2)1.75x14 1.9E LVL (2)1.75x14 1.9E LVL 6x6 SYP#2 POST. TYP. A I B (3 LOCATIONS) ■ MASONRY WALL STEP PER 5/S2.2 T. 0. W. 10'- 0" T.O.W. 11'-4" W: 3/6 �o _ _I F- I T. 0. W. 10'- 0" CD x N ° (04 (V(3)2x6 2)2X1 0-1 /1 I SPF#2 0 1 POST. > O STAP HEADER PER o 1/S2.3 J I ICN LLL (2) LVL T.O.W. 11'-4" I (2)2x8 /1 4x4 SYPP POST W/ABU44. PARTIAL "B" FIRST LEVEL WALL FRAMING PLAN SCALE: 3/16" = V -0 - FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.0 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S2.1 4. T.O.W DENOTES TOP OF MASONRY WALL N T.O.W. 10'-0" N SYMBOLS LEGEND ►� DESIGNAT: S SHEARWALL. THE HIDDEN U LINE DESI:NATES SIDE OF WALL THE N SHEARWAL; SHEATHING TO BE APPLIED. � LiJ> 8d 0 j DESIGNATES 8d COMMONS cd CNcn I 3" O.C. EDGE & 6" O.C. "IN THE Im Cn w FIELD" U -I >( DESIGNATES THE HEADER SIZE, NUMBER Q m OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. W Q 8"x24" MASONRY BEAM OR TRUSS, SEE PLAN It m LINTEL SEE 4/S2.2 LETTER DEFINES DIAMETER STAP HEADER PER I : SHAPES: O ONE STORY QUICK TIE TWO STORY QUICK TIE 1/S2.3 Q THREE STORY QUICK TIE O FOUR STORY QUICK TIE LETTER: B glia" 0 QUICK TIE i N STAIR 2x6 FRAMED -COLUMNS w/STONE WALL STUD SCHEDULE PENING PLATE STAP HEADER PER LOCATION HEIGHT & SPACING 1/S2.3 MAX" 2x4 SPF#2 ® 16" O.C. POST FROM EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. gl I ABOVE01 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" \ I INTERIOR 10'-0" MAX 2x4 SPF#2 ®16" O.C. 8x12 CMU (2)2X12-2/1FAST INTERIOR TOP OF �W 2x6 SPF#2 0 16" O.C. g PER 2/S2.2 �' I I PER 4F/ S2.3 ail1� off^+► 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET O ARCHITECTURAL REQUIREMENTS. 6X6 SYP#2 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN POST (2 LOCATIONS FASTEN TOP OF o W/ABU66. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS WALL PER 4F S2.3 / HUC410 MASONRY STAP HEADER PER MINIMUM. SEE FOUNDATION PLAN FOR ADDITIONAL ANCHORS AT o HANGER. 1/S2.3 GENERAL NOTES I 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD I (2) LVL T.O.W. 11'-4" I (2)2x8 /1 4x4 SYPP POST W/ABU44. PARTIAL "B" FIRST LEVEL WALL FRAMING PLAN SCALE: 3/16" = V -0 - FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.0 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S2.1 4. T.O.W DENOTES TOP OF MASONRY WALL N T.O.W. 10'-0" N MASONRY NOTES: 1. MASONRY WALLS SHALL BE REINFORCE WITH 1-#5 VERTICAL @ 48" O.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. SEE 2/S2.2 FOR ADDITIONAL REINFORCEMENT AT JAMBS OVER 4'-4" 2. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND ALL CELLS BELOW GRADE. SEE SO.0 FOR GROUTING NOTES. 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. 6. SEE SO.0 FOR MASONRY BLOCK AND GROUTING SPECIFICATIONS 7. WHERE NON -PRESSURE TREATED WOOD BEARS ON CMU PROVIDE 2 -LAYERS OF 30 LBS. ROOFING PAPER BETWEEN WOOD & CMU WALL. SYMBOLS LEGEND ►� DESIGNAT: S SHEARWALL. THE HIDDEN U LINE DESI:NATES SIDE OF WALL THE SW 3/6 SHEARWAL; SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS cd CNcn Z 3" O.C. EDGE & 6" O.C. "IN THE cn Cn w FIELD" U (2)2x8-1/2 DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN QUICK -TIE LEGEND SHAPE DEFINES NUMBER OF STORIES LETTER DEFINES DIAMETER OF Q.T. WIRE ROPE SHAPES: O ONE STORY QUICK TIE TWO STORY QUICK TIE Q THREE STORY QUICK TIE O FOUR STORY QUICK TIE LETTER: B glia" 0 QUICK TIE G Y4" 0 QUICK TIE 0 fie" 0 QUICK TIE 2x6 FRAMED -COLUMNS w/STONE WALL STUD SCHEDULE BASE, SEE ARCH. PLATE STUD SIZE LOCATION HEIGHT & SPACING EXTERIOR MAX" 2x4 SPF#2 ® 16" O.C. EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. gl MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 0 16" O.C. INTERIOR 10'-0" MAX 2x4 SPF#2 ®16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. g MAX 2x4 SPF#2 0 12" O.C. ail1� off^+► 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. 6X6 SYP#2 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN POST (2 LOCATIONS YELLOW PINE. W/ABU66. 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 ® 16" O.C. MINIMUM. SEE FOUNDATION PLAN FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 2/S2.1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 6. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 4/S2.3 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 4A/S2.3 9. AT PORCHES, SEE DETAIL 5/S2.0 FOR FRAMING AND HOLD DOWNS MASONRY NOTES: 1. MASONRY WALLS SHALL BE REINFORCE WITH 1-#5 VERTICAL @ 48" O.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. SEE 2/S2.2 FOR ADDITIONAL REINFORCEMENT AT JAMBS OVER 4'-4" 2. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND ALL CELLS BELOW GRADE. SEE SO.0 FOR GROUTING NOTES. 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. 6. SEE SO.0 FOR MASONRY BLOCK AND GROUTING SPECIFICATIONS 7. WHERE NON -PRESSURE TREATED WOOD BEARS ON CMU PROVIDE 2 -LAYERS OF 30 LBS. ROOFING PAPER BETWEEN WOOD & CMU WALL. Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. IST LEVEL WALL F 11 RAMING PLAN SHEET S1.1 SHEET 5OF 12 ►� U F�UwLO Z'oc NNO cd CNcn Z cn Cn w ~ U Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. IST LEVEL WALL F 11 RAMING PLAN SHEET S1.1 SHEET 5OF 12 3M16 2x12 BLOCKING @ 48" O.C. 1 YU51 51.2 r-RIMB0ARD. HGUS48 8 S2.2 J02 J03 2x8 SYP#2 @ 16" O.C. 8 H TSM 1652.2 HTSM16 EA END (2)14" ._LVL"BEA (3)2x6 POST. STRAP BOTTOM w/ (2)MSTM24. STRAP TOP w/ (2)HTS16 8 S2.2 IV PORCH CEDING SEE 5/S2. 8 S2. PARTIAL "All FLOOR TRUSS FRAMING PLAN SCALE: 3/16" = 1'-0" HTSM16 HTSM16 (2) HTSM1 HTSM16� 5 S2.0 2x6 OVERFRAME 8 RAFTERS @ 24" O.C. 8 S2.2 w/ ROOF LEDGER SEE S2.2 r8/S2.1. (TYP) 09( -; 0 0 o JO (5) rQ SYMBOLS LEGEND H2.5T DESIGNATES UPUF' CONNECTION, FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/Z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. 2x12 BLOCKING @ 48" O.C. )12 r-RIMBOARD. F--] GO 9) RUSS 8 S2.2 PARTIAL "B" FLOOR TRUSS FRAMING PLAN SCALE: 3/16" = 1'-0" NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. 2x8 SYP#2 A B @ 16" O.C. �\ o 0 0' o If 8 HTSM16 52,2 FLOOR JOIST, HTSM16 EA END SEE PLAN. RIM BOARD II II II (2 14re LVL BEAM / SINGLE 7 2x8 P.T. SYP #2 TOP PLATE SEE 8/S2.2 (3)2x6 POST. STRAP CONTINUOUS 8"x16" CMU BOND BOTTOM w/ (2)MSTM24. BEAM w/ 1-#5 IN TOP TWO STRAP TOP w/ (2 TS16 COURSES, CONSTRUCTED OF OPEN BOTTOM LINTEL BLOCKS. (TYP) X SECTION SCALE: 3/4" = 1'-0" NESESME� /f 9 S2.2 IMPORTANT STRAPPING NOTES: • STRAP ALL TRUSSES TO WOOD FRAMED WALL w/1-H2.5T (U.O.N.) • STRAP ALL TRUSSES TO MASONRY WALL WITH SIMPSON H3 STRAP. (U.O.N.) BEAM SCHEDULE NAME SIZE BM1 (2)1.75x9Y4" 2.0E LVL BM2 (2)1.75x11Y4" 2.0E LVL BM3 (2)1.75x11Y4" 2.0E LVL LL Ii', EA END • VIII I = ..• TRUSS . , f►� ,�``,ILII� i,- FASTEN• ANGLES� ©, 11111 © III • , .I �I I 1WIN-1WZ ;;A';WEAM `VA' IWM III�II �, - - I.II■II� • O.C. �\ /I, it Q ��1- -. __. ._ � , iii" / �'.� � ( �I�� I d'il • � -. I -.•� %I' I► , �.,�� .I♦ I/ 1►- -- , II► it - -- -: --- , ,. -- -.� `��: I %�.�.�I.�►dl//J,_ I I .11.,11 ,,` - , ►Ir il, I► , II .�.:. A �il�llmi ... lel I-- - - - /r.'jf ,. � �n lll ��`/ / � - • 1f� �.n' / ,, .!rl��ii/.i//��% 0501 IAN./ff/II ,, PA010i / il, / IHIM II■II� �I/ I I I II /1/.1 • �• I , II r� ' � 110A/ II/ � � EA • /1 PANAMA, IPA. I�II�II! ! � Oji �il1 �- II I ( I I I I I I i I �. /1,1111 �-iI.LLIII■II� J I /I /�II/�FS f I I I I i 1 I I I I I I I I , //I/ /, -- \ I i %il:',- // s \ ,,.11�lU,,Mill ,I_ - II,,I1►�1 ►/��'�,L!;1\�, M. jI all PORCH /1 I I ,I �I■LIII■I!� i I � I I 1 i Vii,) - - - --- -i►� • 1 �I11�11 l I �1�I / ► I I I i I I I ! I i I I I 1 I I I i I I li!I�_ i I I � I f I 1 { (�.:,�----..LIII■II� {1�1 �I I I I I I I I I I Iii !I==: ( I. I i STRUCTURAL • I ! f I I I I I I f !j�_ �i'I.�II■II� ■� ��■■■.��.�..�■ FillTRUSS affl-IIloilo; ANGLES/I , I I I I I i � I I i I i i I f 1 I i I I f 1 I L!!II %!'ll■II� / ���■�■�.�I;_' oil il�ll • WALL w/ A35 I //I I I f I i i I I I I f 1 i I I I , i ( 1 , I 1� 1�I • -- �,i I ► i I I I I PROVIDE • I , , i , , I , , , ! I , I f , , I,,.,i - - 3;; : ,; ..�. WITHIN , /� � i I I I � •: � 1 , 1 � � j I I � � ` I , I I I i � �I •• • %� �I "II� VIII• �/1 /i/I/!/I/I I I f I /I/i/I/I/I/I I i i i I I , 1 � I I I I ,., �l�I�I�I�I /I�I�j/I/I/I /j/Idlll II `v' I/I ■��■�■��■ �.�. ���_ 111u-_ 2x12 BLOCKING @ 48" O.C. )12 r-RIMBOARD. F--] GO 9) RUSS 8 S2.2 PARTIAL "B" FLOOR TRUSS FRAMING PLAN SCALE: 3/16" = 1'-0" NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. 2x8 SYP#2 A B @ 16" O.C. �\ o 0 0' o If 8 HTSM16 52,2 FLOOR JOIST, HTSM16 EA END SEE PLAN. RIM BOARD II II II (2 14re LVL BEAM / SINGLE 7 2x8 P.T. SYP #2 TOP PLATE SEE 8/S2.2 (3)2x6 POST. STRAP CONTINUOUS 8"x16" CMU BOND BOTTOM w/ (2)MSTM24. BEAM w/ 1-#5 IN TOP TWO STRAP TOP w/ (2 TS16 COURSES, CONSTRUCTED OF OPEN BOTTOM LINTEL BLOCKS. (TYP) X SECTION SCALE: 3/4" = 1'-0" NESESME� /f 9 S2.2 IMPORTANT STRAPPING NOTES: • STRAP ALL TRUSSES TO WOOD FRAMED WALL w/1-H2.5T (U.O.N.) • STRAP ALL TRUSSES TO MASONRY WALL WITH SIMPSON H3 STRAP. (U.O.N.) BEAM SCHEDULE NAME SIZE BM1 (2)1.75x9Y4" 2.0E LVL BM2 (2)1.75x11Y4" 2.0E LVL BM3 (2)1.75x11Y4" 2.0E LVL FLOOR DECK,SEE CONSTRUCTION SPECIFICATIONS. MIN, TRUSS, SEE D LAN - MTS12 OSB SHEATHING 2x4 KNEE WALL '/2"0 THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT AT 6'-0" 0.0 SECTION SCALE: 3/4" = 1'-0" TRUSS, SEE PLAN vvv4vvvvr s\ 3 P H ER e.J e_'�z y Christopher J Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FLOOR TRUSS FRAMING PLAN SHEET S1.2 SHEET 6 OF 12 SW NAILING: SHEATH WALL 8dO3" 6" THRU LOW ROOF (2)2x6-1 /1 TO BOTTOM CHORD OF FLOOR TRUSS ,I (2)2x6 /1 rl 0 STRAP HEADER I Q W MO W CO x N PER 1 /S2.3 U� w Z� 1`6N W N x x N N N \ ,O a- O N i J N J O I m N \ I m 1¢- (m> I PROVIDE ( O 00 m NU�C4(3)2x6 SPF#2 ' w Q Q o In (2)INTERMEDIATE N < CC W JACK STUDS. o STRAP HEADER o PER 1 /S2.3 (2)2x6-1 /1 ((2)2x6-11/1 SW NAILING: SHEATH WALLX, 8d®3" 6" THRU LOW ROOF TO BOTTOM CHORD OF FLOOR TRUSS PARTIAL 'B" 2ND LEVEL WALL FRAMING PLAN SCALE: 3/16" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.0 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S2.1 SYMBOLS LEGEND INTERIOR BEARING WALL. DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE ----- SHEARWALL SHEATHING TO BE APPLIED. SW NAILING• 8d 0 j DESIGNATES 8d COMMONS 0 8dO3"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF PLY S OF (2)2x8-1/2 I HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. ---�� BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X V A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 4/S2.0 I X5 5/8" A307 DIAMETER FULL HEIGHT I THREADED ROD, SEE DETAIL 4/S2.0 ® %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 4/S2.0 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 4/S2.0 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 91-1" 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. pE MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. 14'-0" INTERIOR 1MAX" 2x4 SPF#2 0 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. QC MAX 2x4 SPF#2 0 12" O.C. 0A MOM 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 2/32.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES I 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 2/S2.1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 4A/S2.3 6. AT PORCHES, SEE DETAIL 5/32.0 FOR FRAMING AND HOLD DOWNS C� Fez ►� I N \ MO W CO x N I T O I r- 00 U� w Z� .. x x N N N N N (n \ O N i J x m N \ Q:f \ (m> I CL o ( O 00 m NU�C4(3)2x6 SPF#2 ' w Q In wPOST. m � CC W rl o STRAP HEADER o PER 1 /S2.3 N J J N Q O 0- Q PROVIDE cv (2)INTERMEDIATE U' JACK STUDS. (2)2x6-1 /1 ((2)2x6-11/1 SW NAILING: SHEATH WALLX, 8d®3" 6" THRU LOW ROOF TO BOTTOM CHORD OF FLOOR TRUSS PARTIAL 'B" 2ND LEVEL WALL FRAMING PLAN SCALE: 3/16" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.0 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S2.1 SYMBOLS LEGEND INTERIOR BEARING WALL. DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE ----- SHEARWALL SHEATHING TO BE APPLIED. SW NAILING• 8d 0 j DESIGNATES 8d COMMONS 0 8dO3"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF PLY S OF (2)2x8-1/2 I HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. ---�� BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X V A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 4/S2.0 I X5 5/8" A307 DIAMETER FULL HEIGHT I THREADED ROD, SEE DETAIL 4/S2.0 ® %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 4/S2.0 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 4/S2.0 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 91-1" 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. pE MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. 14'-0" INTERIOR 1MAX" 2x4 SPF#2 0 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. QC MAX 2x4 SPF#2 0 12" O.C. 0A MOM 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 2/32.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES I 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 2/S2.1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 4A/S2.3 6. AT PORCHES, SEE DETAIL 5/32.0 FOR FRAMING AND HOLD DOWNS C� Fez ►� o z MO W N WO U� w Z� M U U N o aU Fi O N �W x u Christopher) Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE pdw U � U � a O� oW U� W FIELD ALTERATION CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 2ND LEVEL WALL FRAMING PLAN SHEET S1.3 SHEET 7 OF 12 WALL w/1-H2.5T (U -0-N.) • STRAP ALL TRUSSES TO MASONRY WALL WITH SIMPSON H3 STRAP. (U.O.N.) PARTIAL "R" ROOF TRUSS PLACEMENT PLAN BEAM SCHEDULE NAME I SIZE BM4 (2)1.75x9Y4" 2.0E LVL SCALE: 3/16" = 1'-0" NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. CEILING PER 5/S2.0 FS16 SYMBOLS LEGEND H2.5T I DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SQ -Q. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURERS SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. � o �z 0 z P �' �Z4 Uw MU U "O rr�� rrhh V1�vU � O Q2)0 N `� cn W x U Christopher J Sabourin PE FL PE#71461 I PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR ROOF TRUSS FRAMING PLAN SHEET SIA I SHEET 8 OF 12 1 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 TOP 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/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL: - SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM- WHERE YSTEM-,WHERE POST IS ABOVE. 8/S2.2 DETAILS --- .1.01 r----- — r ----- I I I I I I I I ROOF SHE-ATHING, SEE SPECIFICATIONS FLOCR SHEATHING, SEE SPECIFICATIONS 16d COMMONS @ 16" O.C.— ......... I I I I I I I I I I I I I I I I I I I ' a SEE 9/S2.2 WALL: S E SCHEDULE FOR STU SIZE AND O.0 SPACING. S E DETAILS --z I '_" __ N S1.01 I , I I i I I I I I I I I I L— — — — — — — — — — — — - L — — — — — — — — — — — — — J SINGLE STORY 1 TYP. WALL SECTIONS S2.0 SCALE: 3/4" = V-0" KING & JACK STUDS SEE PLAN WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES SEE 9/S2.1 END 4'-4" I (4)12d TOE NAILS I i (2)2x4 SPF #2 I I Q 8'-4" I I (1)A34 + (4)12d TOE NAILS JOINT. (3)2x6 SYP #2 SYP#2 DBL. ENAILS PERMANENT TRUSS °.., d DEPTH REQ'D. TOP PLATE 3x3x'/, „ BRACING BY OTHER ° d ° d d• 5/8 3/a„� BLOCKING AT ALL ° 10„ d' 2?X SHEATHING JOINTS: d, . MONO 2x4 FLAT WISE. FASTEN 1. THIS SCHEDULE SHALL ONLY BE USED WHERE WOOD FRAMED WALL MEETS EACH END WITH 2-10d FRAMED WALL TO STEMWALL/CMU ° ° d TOENAILS. ONLY REQUIRED a ATS EATHING JOINTS FOR ° !E XTERIOR WALLS AND SHEARWALLS d FLOCR SHEATHING, SEE SPECIFICATIONS 16d COMMONS @ 16" O.C.— ......... I I I I I I I I I I I I I I I I I I I ' a SEE 9/S2.2 WALL: S E SCHEDULE FOR STU SIZE AND O.0 SPACING. S E DETAILS --z I '_" __ N S1.01 I , I I i I I I I I I I I I L— — — — — — — — — — — — - L — — — — — — — — — — — — — J SINGLE STORY 1 TYP. WALL SECTIONS S2.0 SCALE: 3/4" = V-0" KING & JACK STUDS SEE PLAN WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM EN FASTENER EACH END 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS _ w v 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS Q 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS JOINT. (3)2x6 SYP #2 1 (1)A35 + (4)12d T ENAILS will SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. SYP#2 2)12d TOE HEADER, AILS E.E. PER PLAN OPENING MIN) END FASTENER HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. 3 WINDOW HEAD AND SILL S2.0 % SCALE: 3/4" = 1'-0" CMU WALL: SEE 1/S2.2 FOR SPECF. L— — — — — — — — — — — — - 2x— SPF T&B w/ (6)12d TOE NAILS TOP & BOT. A4 KING & JACKS I: PER PLAN A SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING ING TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 6"MAX. 6"MAX. FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH TO ENGAGE STUDS. IF HIGH SIDE OF WALL IS A SHEARWALL F'ASTEN (2)MSTA36 AT INSIDE FACE OF SHEARWALL OR BEND AROUND Ef DS AT NON—SHEARWALL. 16d COM ONS @ 8" ON—CE 4TER CONTINUOUS RIM BOARD SYP#2 DBL. TOP PLATE FULL HEIGHT ANCHORING SYSTEM, PER PLAN IF HIGH SIDE OF WALL IS A SHEARWALL, INSTALL DBL. 2x BLOCKING IN FIRST (2) STUDS SPACES JACK AND KING STUDS, PER HEADER SCHEDULE SPF#2 SOLE PLATE 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 SYP#2 HEADER, F PER PLANS DROPPED HEAD WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END ROUGH OPENIN SILL PLATES TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGARD. 4'-0" MIN. WALL SHEATHING T TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING 'ITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & ACK STUDS UILDER MAY CHOOSE EITHER THE DROPPED EADER CONDITION OR RAISED HEADER CONDITIOt TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8 d C 12d @ 8" O.C. 0 (TYP) — e d SHEATHING _ w v WOOD PLATE HOLE CONCRETE HOLE CONT. AT Q _ 3/8 GIRT/VERT '/2"0 JOINT. 4„ 2xSPF RIPPED e TO FIT ARCH. °.., d DEPTH REQ'D. SECTION A—A (6)12d TOE NAILS TOP & BOT. A4 KING & JACKS I: PER PLAN A SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING ING TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 6"MAX. 6"MAX. FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH TO ENGAGE STUDS. IF HIGH SIDE OF WALL IS A SHEARWALL F'ASTEN (2)MSTA36 AT INSIDE FACE OF SHEARWALL OR BEND AROUND Ef DS AT NON—SHEARWALL. 16d COM ONS @ 8" ON—CE 4TER CONTINUOUS RIM BOARD SYP#2 DBL. TOP PLATE FULL HEIGHT ANCHORING SYSTEM, PER PLAN IF HIGH SIDE OF WALL IS A SHEARWALL, INSTALL DBL. 2x BLOCKING IN FIRST (2) STUDS SPACES JACK AND KING STUDS, PER HEADER SCHEDULE SPF#2 SOLE PLATE 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 SYP#2 HEADER, F PER PLANS DROPPED HEAD WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END ROUGH OPENIN SILL PLATES TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGARD. 4'-0" MIN. WALL SHEATHING T TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING 'ITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & ACK STUDS UILDER MAY CHOOSE EITHER THE DROPPED EADER CONDITION OR RAISED HEADER CONDITIOt TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8 d C THREADED 0 © O e d ° - d O WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH v° 3/8 1/2'10 '/2"0 2x2x1/8" 4„ 4„ e °.., d %"o 1/16,10 3x3x'/, „ v .d ° d ° d d• 5/8 3/a„� 3/4„b ° 10„ d' 2?X °' .. d d, . MONO MONO STEM 1. THIS SCHEDULE SHALL ONLY BE USED WHERE WOOD FRAMED WALL MEETS dd. FOR WOOD FRAMED WALL TO STEMWALL/CMU ° ° d a ° ° e e ed ° d 1. USE SPF#2 OR BETTER FOR ALL WALLS. 1—ROWS OF 10d STEMWALL/CMU WALL PROVIDE SOLID 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO COMMONS @ BLOCKING BELOW ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 3" O.C. JACK STUDS FULL HEIGHT TYPICAL WALL FRAMING SCALE: 3/4" = 1'-0" 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 Y8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD IN ?TALLATION: 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 CONFLI .TS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASH TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TOR E). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LB OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: EDGE DISTANCE REQUIREMENTS LTHREADED DRE SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBED D ► PLAN -� i � i i IAI0 _/N z DOUBLE FULL HT. SOLE PLATE FULL HT. TOP PLATE. _� ANCHOR ANCHOR WALL STUD AO OR POST. 1 0 AT SILL PLATE 1 ELEVATION A FULL H T. ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED 0 © O Q C ROD b WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2'10 '/2"0 2x2x1/8" 4„ 4„ 2„ 3„ 1/2 %"o 1/16,10 3x3x'/, „ 6„ 6„ 2Y2„ 3„ 5/8 3/a„� 3/4„b 3x3x'/4„ 10„ 10” 2?X 3„ NOTE: MONO STEM MONO STEM THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM SCALE: N.T.S 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d @ 3" O.0 TYPICAL P.T. PLATE 2x8 P.T. SYP#2 w/ 1/2 "Ox8" A.B. OR '/2"0 THREADED RO[ DRILLED & EPDXIED w/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. SOLE PLATE ANCHOR SCHEDULE (WOOD WALL TO CONCRETE) THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE 3/8 40" 16" 2x2x'/8 " 31/2 " 1 3/4" 1/2 48" 24" 2x2x'/8 " 3'/2 " 1 3/4" MASA 48" 124" N/A N/A N/A NOTE: 1. THIS SCHEDULE SHALL ONLY BE USED WHERE WOOD FRAMED WALL MEETS CONCRETE FOUNDATION. THIS SCHEDULE SHOULD NOT BE USED FOR WOOD FRAMED WALL TO STEMWALL/CMU FRAMED WALL. PORCH SHEATHING, SEE SPECIFICATIONS BELOW PORCH PARALLEL 2x6 SYP#2 BLOCKING BETWEEN 17A TRUSS. FASTEN TO TOP .w/10d@4"O.C. TO WALL PORCH PERPENDICULAR TO WALL 24" 16 GUAGE STRAP w/11— 10dx1Y2" EA. ENE PORCH HEADER, SEE PLAN PncT 24" 16 GUAGE DW STRAP w/11- 10dx1Y2" EA. END TS16 TRAPS MSTA24 STRAPS HEADER END HEADER & SUPPORT POST, PER PLAN. I K_ (2)MSTA24 I STRAPS PLAN VIEW OF PLAN VIEW OF PORCH HEADER PORCH HEADER AT CORNER POST AT POST PORCH SHEATHING SPECIFICATIONS: '/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD 5 TYPICAL PORCH FRAMING DETAILS (WOOD) ,,tt�reuW rrrrrngpbp�i 61 : Z ;moo -a STAT ' E OF :: 0R 10 �••o��,� Christopher J Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EOR. TYPICAL FRAMING DETAILS SHEET 52.0 SHEET 9 OF 12 BOUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES\ NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS Cox MAX. (UON) RATED SHEATHIN , SEE GENERAL NOTES 1 SHEATHING NAILING DETAIL S2.1 SCALE: 3/4" = 1'-0" A S4.2 1y2" FlY2" SPICE JOINT STUDS, ROOF TRUSSES, OR FLOOR JOISTS 3" 3" 3" S' 3" 3" 3" 16d NAILS 7 . . . . . . . . . . . . . . . . . 3" 3" 3» 3" 3" [3"[3", 11 lo 4'-0" 11 11 SECTION "A" NOTE: 2x4 LAP SPLICE = 16d NAILS @ Yo.c(M X.) 2x6 LAP SPLICE = 16d NAILS @ 3"o.c(M X.) TYPICAL FACE NAILING 16d NAILS @ 14"o c(MAX.) 5 NAILING AT LAP SPLICE S2.1 SCALE: 3/4" = 1'-0" 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING \ 2x4 SPF#2 BLOCKING ROOF MEMBER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW W/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. /2 '--2x4 MEMBERS: ° (1) ROW OF 10d NAILS @ 4" O.C. 2x6 MEMBERS: ° (2) ROW OF 10d NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 1'/ " 2 (3) ROW OF 1 O (3)ROWS OF 63/4" NAILS @ 8" O.C. ° ° TRU SLOK STAGGERED ENGINEERED WOOD =N FASTENERS @ 24"o.c N ASS OWN �:•I QUICK TIE HA4 w 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS i.l AND LEDGER TO ROOF MEMBER. MAY BE OMITTED WHEN OVERFRAME ALT. TO BOTH H 4 ABOVE RAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" BETWEEN OVERFR MING RAFTER AND ROOF MEMB R. G OVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 8 OVERFRAME LEDGER DETAIL S2.lJ SCALE: N.T.S v (3) ROWS 12d 'N NON LOAD BEARING WALL BORED HOLE SIZE AT 12" O.C. NON -LOAD BEARING WALL NOTCH 2x8 EA. SIDE. 60% 2—PLY 25% (4) ROWS 12d 2 x 4 1 3/8„ AT 12" O.C. Y8)? 7/811 /�S EA. SIDE. �w 3—PLY LESS THAN 14" BEAM AT SOLE PLATE JOINTS INSTALL 2-0.145x3" PAF, EACH SIDE. PAF's MAY BE OMITTED ON ONE SIDE IF A SOLE PLATE ANCHOR IS WITHIN 12" OF JOINT SOLE PLATE ANCHOR PER DETAIL PT. SYP#2 -J MAX. MIN. SILL PLATE SOLE PLATE BREAK (3)ROWS OF 5" 4-16d EA. SIDE TRUSSLOK ENGINEERED WOOD ° FASTENERS @ 24"o.c AS SHOWN A' n" ulKi 4 -FLY LLU 3—PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, 2x8 POST JACK -TO -K NG ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIE NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING SCALE: 3/4" = 1'-0" PENETRATIONS THROUGH STUDS WALL L SIZEBORED STUDS LOAD BEARING OR EXTERIOR WALL HOLE SIZE NON LOAD BEARING WALL BORED HOLE SIZE LOAD BEARING WALL NOTCH NON -LOAD BEARING WALL NOTCH 2x8 40% 60% 60% 25% 40% 2 x 4 1 3/8„ -2 Y8)? 7/811 /�S 1 3/ „ s �w - 2 y8„ 2 y8„/8„ 1 3�„ f224 2 Y4„ _ 3 5/6„ 1 3/8„ 2 y4„ 6 - 3 5/6» 3 5/6” 1 3/8» 2 Y4" 2 x 8 2 j8„ - 4 3A" 1 13/6" 2 �/8„ r(2)2x8 — 4 3/8„ 4 3/8" 1 13%6" - 2 7/8" WALL SIZE HOLE SIZE 2 x 4 1 3/4" 2X6 2 3/4„ 2x8 3 5/8„ PLATES: TOP AND BOTTOM PLATE HOL�, CUT OR NOTCH THAT IS 50% OR MORE OF WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1 y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) 2x SYP.#2 DBL. TOP PLATE. FASTEN TOGETHER w/ (2) ROWS OF .131 x3" @ 12"o.c STAGGERED UPPER PLATE BREAK BUTT JOINT PLATE BREAK DETAIL SCALE: 3/4" 3y" 2 STUD FACE BORED HOLES MIN. DIA. 40% OF STUD WIDTH, 60% OF STUD WIDTH IF DOUBLE STUD NOTCH 25% OF STUD WIDTH MAX. CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES SCALE: 3/4" = 1'-0" ROOF SHEATHING, SEE SPECIFICATIONS BELOW. PRE-ENGINEERED WOOD ROOF TRUSSES. 2x SPF BLOCKING RIPPED TO FIT WITH GAP SHOWN UPLIFT J CONECTOR, S :E PLAN FULL HEIGHT ANCHOR TYPICAL CONNECTION HEEL < 5" TYPI SCALE: ROOF TRUSS CONNECTION F'9 EXTERIOR OR BEARING WALL 3y" 2 FUD FACE MIN. ,-BORED HOLES DIA. 60% OF STUD WIDTH MAX. --NOTCH 40% OF STUD WIDTH MAX. NON BEARING PARTITION NOTE: SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 FBC Q CD M SHEATHING MAY TERMINATE AT TOP OF DBL. TOP PLATE. 5" < HEEL < 1'-0" HEEL > 1'-0" EXTEND SHEATHING VERT. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS 2x4 BLOCKING @24" 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 jwl O � CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. •-- DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND i4 INTERSECTIONS STUDS CONFIGURATIONS S2.1 % SCALE: 3/4" = 1'-0" DBL. TOP PLATE 6" MAX 8 -GUN NAILS 00 FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST OPTION A DOUBLE TOP PLATE CONTINUOUS OVER 6)' HEADER M A X� ° ° ao 8 -GUN 00 NAILS FULL HEIGHT ANCHOR OR DTT2Z 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 @ 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 pHE Ci i5l a >�1461 zcm M° E O -'Vof Christopher J Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WOOD FRAMING DETAILS SHEET 52.1 SHEET 1 Q OF j 2 o � U �U11w�� PZ Myo �hz N "� �w x U pHE Ci i5l a >�1461 zcm M° E O -'Vof Christopher J Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WOOD FRAMING DETAILS SHEET 52.1 SHEET 1 Q OF j 2 CMU/CON'.. BOND BEAM AT TOP OF 'HALL, SEE 6/S2.2 8" CMU WALL AS PER PLAN z O ry 0 1- 0 J U Z I- 0 ry c� _ tfi Qujzw o� 8x8 PRE—CAST LINTEL, SEE 4/S2.2 FOR OVERALL LINTEL DEPTH AND REIN ORCING FOR OPENING OVER 4'-4" TO 9'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. FOR OPENING TO 4'-4" WIDE, PROVIDE 1—#5 VERTICAL EACH SIDE OF OPENING. TYPICAL WALL r OPENING, TYPICAL WALL REINF. SEED JAMB REINF. REINF. SEE SCHED. ON SEE PLAN SEE 2/S2.2 SCHED. ON PLAN. PLAN. PLAN VIEW AT TYPII'AL WINDOW f DOOR OPENING 2 CMU )AMB REINFOR �_ING WALL ELEVATION 8x16 BOND BEAM w/1—#5 TOP + BOTTOM. HOOK VERTICAL WALL REINF. AT TOP OF WALL INTO CONC. TIE BEAM OR CMU BOND BEAM. IF WALL TERMINATES AT STAB, HOOK REINF. INTO SLAB. zz l�vi <o va-wzw FILL ALL CELLS SOLID a W�c�n WITH GROUT THAT wC/) JOINT REINF. AT 16"o.c E- (n winV) < w Z w J c/l 00- DWLS.. TO MATCH /VERTICAL REINF. (TYP. U.N.O.) /CLEAN OUT HOLE AS REQUIRED WALL FOOTING SEE PLAN REQUIRE VERTICAL O � o REINFORCING AND ALL Q CELLS BELOW GRADE. Ozz J O n U W a wV) wo � Z < TION WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT SHALL w/ BE 12'-0". T&B LOW HT. GROUTING NOTES: 2. IF HIGH LIFT GROUTING IS USED, REINF. 1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT BAR SIZES #3 THRU #5. HOLE IS REQ'D AT CELLS WITH REBAR. 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS BAR SIZES #7 AND ABOVE. TO PREVENT BLOWO TS. 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. CELL SIZE. /`_l1 TYPICAL WALL REINFORCEMENT S2.2/ SCALE: N.T.S ROOF SHEATHING PER CONSTRUCTION SPECS. ROOF TRUSSES /-OR JOIST. DRYWALL CEILING & AT PART. ENCLOSED BUILDINGS, BOT. CHORD BRACING, PER TRUSS ENGINEER. TYPICAL P.T. PLATE 2x10 P.T. SYP#2 w/ '/2 "0 x24" A.B. OR '/2 "0 THREADED ROD DRILLED & EPDXIED W/ 8" EMBEDMENT AT 24" O.C. w/ 2x2x12" PLATE WASHER. 8x16 BOND BEAM w/ 1— #5 T&B CONT. TYP. CMU WALL, SEE PLAN FOR TYP. WALL REINF. SEE LEFT OR INFORMATION NOT SHOWN, AND SEE 11 /S2.1 FOR BLOC ING REQ'D WHEN TRUSS HEEL < 1'-0". ANON—STRUCTURAL, SOFFIT SEE ARCH. HEATHING VERTICALLY TO OP OF TRUSS AS SHOWN. ROVIDE 2x4 BLOCKING AT ORIZ. JOINTS. TR SSES WITH HE L > 1'-0" 8 ROOF AND WALL FRAMIN S2.2 ? 2 SCALE: 3/4" = 1'-0" 25" LAP MIN. 3—#5 VERT. 8x12 CMU 1—#5 VERTICAL EACH NER, INTERSECTION, PACING INDICATED PLAN OR SCHED. 8" CMU WALL. DRIZONTAL TIE BEAM -ORCING (ONLY ONE SHOWN FOR CLARITY). a TYPICAL HORZONTAIL/CORNER SPLICE SCALE: 3/4" = 1'-0" STD. 90' HOOK-) 1 8x16 BOND %BEAM (TYP) / f V) w < 06 BOND AM (TYP) _\1E IE _Lll& #5 VERTICAL TO TOP OF BOND BEAM STEP. MASONRY WALL STEP SCALE: 3/4" = 1'-0" 16d COMMONS Q 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) 2x8 P.T. PLATE SEE DETAIL AT RIGHT FOR ANCHOR BOLT 8d © 3" O.C. #4 DOWEL @ 24" O.C. WITH 9" HOOK INTO FOUNDATION. ENGINEERED FLOOR TRUSS, SEE PLAN FLOOR SHEATHING 1N000S A w/2—#5 L FLOOR 0 LT PERPENDICULAR_ TO WALL FLOOR TRUSSES AT CMU WALL. SLALL: it It 12" CMU LINTEL TOP PLATE TO LINTEL V2 "0 THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT OR Y2%12" ANCHOR BOLT WITH 2" 90° HOOK. AT 24" O.C. w/ 2x2xY8" PLATE WASHER. i, -1i us 16 CMU LINTEL TYPICAL CMU LINTEL SCALE: 3/4" = 1'-0" 0 N 2x8 P.T. PLATE. (TYPICAL) q3 HAIRPIN 16" O.C. REQUIRED ONLY NHEN SPAN IS 3REATER THAN 5'— 4„ 24" CMU LINTEL TOP LINTEL BLOCK OPEN BOTTOM LINTEL BLOCK, w/2—#5 TOP CONT. NOTES: BOTTOM LINTEL BLOCK 1. USE THESE LINTEL DETAILS U.O.N. ON PLANS. 2. FOR OPENING LOCATIONS, SEE ARCH. PLANS. PRE—CAST 3. PROVIDE 8" BEARING EACH SIDE OF OPENING. LINTEL BLOCK, 4. GROUT LINTEL SOLID. w/2—#5 CONT. 5. BOTTOM SHALL BE A SOLID PRECAST LINTEL. 8" CMU WALL. FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU w/ '/4 "Ox23/4" TAPCONS © 24"o.c INSTALL 3 MIN. EACH SIDE. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK STRUCTURAL WINDOW/DOOR BUCK SEE 1/S2.2 FOR INFORMATION NOT SHOWN. 2x4 SYP#2 DIA. & HORIZ. BRACING © 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. 16d COMMONS @ 8" TOE NAIL EACH END ON CENTER w/4 -12d NAILS (TYP) r -FLOOR SHEATHING CONTINUOUS RIBBON 2x8 P.T. PLATE SEE DETAIL AT RIGHT FOR ANCHOR BOLT W. 8d ©3" O.C. a ENGINEERED FLOOR TRUSS, 8x16 CONTINUOUS SEE PLAN BOND BEAM w/2—#5#4 DOWEL @ 24" HORIZONTAL O.C. WITH 9" HOOK INTO FOUNDATION. FLOOR JOIST PARALLEL TO WALL BOARD (TYPICAL) 8d COMMONS _ © 3" O.C. Y4" GAP TO CMU - Y2"x12" ANCHOR BOLT WITH 2" 90• HOOK. OR '/2 "4 THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. ^� TRUSS. ANGLE O.C. ALTERNATE A FASTEN CATS EACI• END w/ 3-0.131x3 COMMON TOE NAIL`. 2x4 SYP#2 CATS AT 12"o.c. FASTENED TO -E w/ 3" COMMON. ALTERNATE B TRUSS TO SHEAR WALL ATTACHMENT SCALE: N.T.S 16d COMMONS ENGINEERED FLOOR TRUSS, SEE PLAN 2x8 P.T. PLATE. a� 8x16 CONTINUOUS BOND BEAM w/2—#5 HORIZONTAL #4 DOWEL © 24" SOLE PLATE O.C. WITH 9" HOOK ANCHOR DETAIL INTO FOUNDATION. FLOOR OR ROOF TRUSS U WALL Christopher) Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CMU FRAMING DETAILS SHEET S2.z SHEET 11 4F 12 IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2—SIMPSON H2.5T. W STRAP KING POST TO POST BELOW WITH 2—CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED C STRAP KING F POST BELOW WITH STRAPS WHEN FULL muuH I ANCHORS ARE NOT USED HEADER DOWN CONNECTION DO CONNECTION CALL OUT THIS DETAIL UPLIFT CONNECTOR APPLI A SEE PLAN H2.5T ® 32" O.C. TOR & BOT B D SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED RODE OR HTT4 HOLD DOWN ATB PLAN SE (U.O.N) WHEN1 DOTED S2.3 HEADER TIE DO N THIS DETAIL ONLY APPLI S WHEN NOTED ON PLAN 2x4 SYP#2 CATS AT 12" O.C. FASTENED TO TOP PLATE w/ 4-0.131x3" COMMON. FASTEN CATS EACH END w/� 3-0.131x3" COMMON TOE NAILS SHEARWALL OR —/ EXTERIOR WALL ALTERNATE A '/,F" OSB DIAPHRAGM FASTEN TO NAILER w/ (1) ROW 8d 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS OF 8d @ 3" O.C. 4 S2.3 pnnr- SYP#2 2x4 NAILER FASTENED J TO TRUSS BOT. CHORD w/ (2) ROWS 0.131x3" @ 3" O.C. SW -2 ALTERNATE D HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LSTA18 ® 32" O.C. B SEE PLAN C (2)CS16 STRAPS SIMPSON H2.5T TOP & BOT. OF CRIPPLE STUD ®32" O.C. D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN ATB SE (U.O.N) ROOF TRUSS. ROOF FLOOR OR TRUSS. ROOF TRUSS. 11 '/4 „ MAX. 2x SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS w/ 0.131x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLA SHEARWALL ALTERNATE B 2x4 SPF ALL AROUND INTERIOR SHEARWALL. SHEARWALL ATTACHMENT AT ROOF Et FLOOR ®4"0. C. FLOOR FRAMING -16d NAILS ALTERNATE E (TYPICAL) CMU WALL .;.'Ej �'w STUD WALL ` k FRAMING SEE PLAN 2x_ P.T. STUD FASTEN TO CMU WALL w/ '/4 "x3" TAPCONS © 16" O.C. FRAME WALL TO CMU WALL DETAIL SCALE: 3/4" = 1'-0" SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.131x3" @ 3" O.C. FASTENED TO SHEATHING w/ 8d © 3" O.C. SHEATHING FASTENED TO /TOP PLATE w/ 10d © 3" O.C. 16 MAX. SHEARWALL ALTERNATE C ROO TRUS`. SHEARWALL FLOOR 2x SPF#2 CONTINUOUS >< TRUSS. LEDGER FASTENED TRUSS WEBS WITH w/3-0.131 x3" COMMON. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" 3— 131x3" NAILS ©6" O.C. O.C. FASTENED TO TOP PLATE w/ 4-0.131x3" SHEARWALL OR—/UCOMMON. EXTERIOR WALL ALTERNATE F ;DWC 15600 P 32" O.C. CREWS OSB WALL SHEATHING ALTERNATE G SHEARWALL NOTES: 1. ANY ALTERNATE MAY BE USED. 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E & F FOR FLOOR TRUSS ATTACHMENT 2ND STORY TOP PLATE ELEV. TOP PLATE TO STUD H2.5 T @ 32" ON—CENTER STUD_ TO LOWER FRAMING: MSTA24 OR CS16 STRAP © 32" ON—CENTER —\ (2)MS24 OR (2)CS16 STRAPS EACH END OF WALL SEGMENT 2ND FLOOR ELEV. FOR RAISED HEADERS, STRAP THE TOP PLATE TO HEADER WITH LSTA12 © 32" O.C. IN LIEU OF THE H2.5T STRAPS H2.5T AT ROOF FRAMING ROOF FRAMING KING STUD TO LOWER FRAMING J WOOD BEAM J (2)MSTA24 OR CS16 STRAPS CONVENTIONAL STRAPPING TO BEAM BELOW SCALE: 3/4" = 1'-0" TOP OF BOND BEAM SCORE BOND BEAM Y2" - --------_-- a A. q 1 . .. 1 I I' PROVIDE REINFORCED ° CELL EACH SIDE OF JOINT OF CONTROL PRE—FORMED JOINT FILLER MATERIAL BACKER ROD CAULKING DEPTH OF CAULKING ONE HALF THE WIDTH OF THE HEAD JOINT 8x16 BOND BEAM w/1—#5 TOP & BOT. OND BEAM REINFORCEMENT AND GROUT IS CONTINUOUS THRU JOINT STOP JOINT REINF. AT CONTROL JOINT JOINT REINF. 16"o. c WIDTH OF \STOP JOINT REINF. HEAD JOINT AT CONTROL JOINT CMU CONTROL JOINT SCALE: N.T.S Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. MISC DETAILS SHEET S2.3 I SHEET j 2 OF 12 I HEADER TO JACK STUD MSTA24 STRAP EACH SIDE OF HEADER i SIMPSON H2.5T TOP & BOT. OF CRIPPLE STUD ®32" O.C. KING STUD TO LOWER FRAMING J WOOD BEAM J (2)MSTA24 OR CS16 STRAPS CONVENTIONAL STRAPPING TO BEAM BELOW SCALE: 3/4" = 1'-0" TOP OF BOND BEAM SCORE BOND BEAM Y2" - --------_-- a A. q 1 . .. 1 I I' PROVIDE REINFORCED ° CELL EACH SIDE OF JOINT OF CONTROL PRE—FORMED JOINT FILLER MATERIAL BACKER ROD CAULKING DEPTH OF CAULKING ONE HALF THE WIDTH OF THE HEAD JOINT 8x16 BOND BEAM w/1—#5 TOP & BOT. OND BEAM REINFORCEMENT AND GROUT IS CONTINUOUS THRU JOINT STOP JOINT REINF. AT CONTROL JOINT JOINT REINF. 16"o. c WIDTH OF \STOP JOINT REINF. HEAD JOINT AT CONTROL JOINT CMU CONTROL JOINT SCALE: N.T.S Christopher I Sabourin PE FL PE#71461 PLAN NAME 2434 SEMINOLE ROAD DATE 05.29.18 SSE No. FGAM-18-0025 ISSUE DATE PERMIT 05.29.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. MISC DETAILS SHEET S2.3 I SHEET j 2 OF 12 I