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390 PLAZA - STRU. DRAWINGSDESIGN CODE: _ _----------_ 2017 FLORI( A BUILDING CODE(RESIDENTIAL) DESIGN LOADS: _- - - - - - - - - - ACTUAL AN UNIFORM ROOF LOADING: (cd=1.25) TOP CHORD LIVE LOAD -------------- --- 20 psf TOP CHORD DEAD LOAD - - - - - - - - - - - - - --- 15 psf (TILES) BOTTOM CHORD LIVE LOAD ------------ --- 10 psf BOTTOM CHORD DEAD LOAD ----------- --- 5 psf FLOOR LOADING: (145 PCF) SHALL BE USED WITH 3/4" MAX. ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 (cd=1.00) FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD LIVE LOAD (INTERIOR) -------------- +34.6 -36.8 - - - - 40 psf LIVE LOAD (BALCONIES)--------------- MEAN ROOF HEIGHT ------------------ 60 psf LIVE LOAD (CORRIDOR) -------------- - - - - II --- 100 psf DEAD LOAD - - - - - - - - - - - - - - - - - - - - - - - 25 psf DEFLECTION CRITERIA: (145 PCF) SHALL BE USED WITH 3/4" MAX. ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 & 0.75" MAX FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX WIND LOADING: (ASCE 7/10) +34.6 -36.8 BASIC WIND SPEED - - - - - - - - - - - - - - - - - - - - 130 MPH IMPORTANCE FACTOR - ----------- - - - - 1.00 MEAN ROOF HEIGHT ------------------ --- 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - ---- --- 3/12 BUILDING CATEGORY--------------- - - - - II EXPOSURE CATEGORY -------------- - - - - C ENCLOSURE CLASSIFICATION ----------- - - - - ENCLOSED INTERNAL PRESSURE COEFFICIENT -------_ - - - - t .18 COMPONENTS & CLADDING ALLOWABLE PRESSURES (145 PCF) SHALL BE USED WITH 3/4" MAX. TRIBUTARY AREA (sf) INTERIOR ZONE (PSF) EDGE STRIP (PSF): 10 +34.6 -36.8 +34.0 -45.52 50 +32.36 -35.24 +32.36 -42.25 100 +30.40 -33.28 +28.89 -35.30 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED OR 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 N TED POSITIVE AND NEGATIVE PRESSURES. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL M ASURES 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 MOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THEA OVE 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 R AMT'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 T EM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UN IL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL D TAILS. WHERE A DETAIL, TYPICAL DETAIL, 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, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDO DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICI WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERI A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WOR . FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NO 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, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECH IQUES, 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 REGULATIO S FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE. FROM THE APPROVED PLANS AND SPECIFIC TIONS 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. GUARDRAILS AND HANDRAILS: SHALL BE DESIGNED PER 2006 INTERNATIONAL RESIDENTIAL CODE, T BLE R301.5. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING MANU ACTURER. 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, TFIE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOIL $. SOIL COMPACTION AND FILL SHALL BE COMPACTED FO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SOIL BEARING (DESIGN MAXIMUM): 2000 PSF. I THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER HALL 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 FOUND TION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STR CTURAL ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN LAB 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 EL�,MENT. 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 COMPLETION 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 TEMPO ARY 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 REAC �ED. 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 COLUMLINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE OR TO ADJUST FOOTING ELEVATIO �SSTO AVOID INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN OR AS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. FILL TO BE COMPACTED TO 95% OF MAXIMUM ENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK. TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS. IF LESS THAN 95 (U.O.N. IN POILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH AD USTMENT OF THE MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. CAST -IN-PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WI H ACI 301, ACI 506 & 506.2. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE ST �ENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS f'c = 4000 PSI UNLESS NOTED OTHERWISE. • COLUMNS & WALLS: f'c = 4,000 PSI • BEAMS & ELEVATED SLAB: f'c = 4,000 PSI • FOUNDATIONS: f'c = 3,000 PSI -SLAB ON GRADE: f'c = 3,000 PSI ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITH N THE STRUCTURE. UNLESS NOTED OTHERWISE, NORMAL WEIGHT CNCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) OR 1" MAX. (SLAB -ON -GRADE) C ARSE AGGREGATE CONFORMING TO ASTM C 33. PROTECT FRESHLY POURED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. START CURING AS SOON AS REE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. ALL URING PROCEDURES TO FOLLOW ACI 308. PROTECT CONCRETE FROM DAMAGE AND REDU QED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. PROTECT CONCRETE FROM DAMAGE AND REDU ED STRENGTH CAUSED BY HIGH TEMPERATURES IN COMPLIANCE WITH ACI 305. UNIFORMLY COOL ATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT GRATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. WHERE NEW CONCRETE IS TO BE POURED ONT EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINING AREA AND COAT WITH SIKADUR 32 HI -MOD OR AN APPROVED BONDING AGENT. NO ADDITIONAL WATER SHALL BE ADDED TO T E CONCRETE AT THE JOB SITE. SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTIC TIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & PLACING ALL EMBEDDED ITEMS SHOWN ON DR WINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIRED BY OTHER TRADES. ALL OPENINGS REQUIRED BY OTHER TRADES A E TO BE COORDINATED W/ARCH. & MECH. DWGS., AND ARE SUBJECT TO STRUCTURAL ENGINEERING A PROVAL. ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL OPENINGS AND/OR SLEEVES OF A E THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING) AS SHOWN RESPECTIVE FLOOR PLANS AND DETAILS. ALL OPENINGS IN SLAB LESS THAN 10" SHALL BEORDINATED WITH ARCHITECTURAL & MEP DRAWINGS AND ARE SUBJECT TO STRUCTURAL ENGINEER'S AP'ROVAL. ANY ALTERATIONS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. (SEE TYPICAL SLAB �PENING DETAIL). DEFECTIVE AREA IN CONCRETE INCLUDING, BU NOT LIMITED TO, HONEY- COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE EPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL ENGINEER. CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL PO YETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR C PREVENTION OF SUBTERRANEAN TERMITES. C.J. DENOTES CONCRETE SLAB "CONTROL JOIN F" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF TIMES THE THICKNESS OF THE SLAB WITHIN�NLESS 2 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR SLAB CONTROL JOINTS, 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., WITHMAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO 1.. SLAB CONSTRUCTION JOINTS SHALL BE USED I PLACE OF CONTROL JOINTS WHERE NEEDED TO INTERRUPT A CONTINUOUS POUR. SLAB CONST UCTION JOINTS SHALL BE KEYED. PLACEMENT OF WELDED WIRE REINFORCEMENT N 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 SUPP_IED IN FLAT SHEETS. REFER TO ARCHITECTURAL/MECHANICAL FOR S AB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON ST UCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. PLUMBING AND ELECTRICAL CONDUITS SHALL E 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 LE ELING. 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 1/2" 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. CONCRETE MASONRY, 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 CONTAINING 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 5-0". 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 (MIN. 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 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. JOINT REINFORCING - TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A-82. VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRADE, 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 EXISTING 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 BEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE 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. WEBS 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: 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. 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 'COMMENTARY' 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 ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND 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 AND 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.C. 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 ON PLAN. WOOD FRAMING SPECIFICATION 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. 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 HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSONS" 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 OFFICAL AND ARCHITECT). BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMFTER 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 IGHTENED 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 WF4ERE 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 NCT 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" MEMBERS ARE INDICATED ON THE PLANS AND SCHEDULES THEY SHALL BE MANUFACTURED BY 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 REQUEST. NOTCHES, HOLES OR CUTS SHOWN IN THE TYPICAL DETAILS ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE 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 FRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINL'I SS STEEL. METAL CONNE ICU;=S AND FASTENERS ALL EXPOSED Mt' AL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT-2) OR BETTER. HANGER AND S`_R.A-'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 OF ASTM153 OR BETTER. FASTENERS INTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. SHEATHING SPECIFICATIONS: ROOF - MIN. 1/2", 32/24, 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. 7/16 ", 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 - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON (0.148x3") @ 6" O.C. EDGE & FIELD PORCH CEILING - ;'/a" (OR GREATER) OSB OR PLYWOOD, W/ 8d COMMON (0.131X21/2) NAILS ® 6" O.C. EDGE AND FIELD Sc S1 S1 S+. Si. S1. Si. S1. S2 S2 S2 S2 S2 S2 S2 OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH REVISION SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS BP# 12&S _ 0/y3 REVIEWED BY: DATE: -! DATE _9/7 / SIGNED Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P O J� \ NS CO, v �' No. 53 N 00 STATE OF mac`- o �O` ,F�OR�pP•�'��. M /ONA\,�'''.���` 00 lilt i Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 1 BUILDING 1 REVISIONS 8.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES LD NOT SCALE DIMENSIONS FROME DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THECHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET SHEET 1 of 14 FOOTING SCHEDULE AND NOTES TYPE LEIJGTH WIDTH DEPTH DESIGNATES SAWCUT LINE BOTTOM BARS F2.0 2'-0" 2'-0" II! 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" � 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" FLOOR MATERIAL. 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 4'-0" 3'-6" OFCONCRETE 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" VAPOR BARRIER 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. & FIND. 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. 2 S1.01 PROVIDE 2-#4x4'-0" CORNER CRACK BARS AT SLAB MID -DEPTH. 2 2x6 P.T. SYP#2 51.01 JOISTS @ 16" O.C. w/ LUS26 EA. END F2.0 - 2 2FF 2x6 SYP#2 P.T. LEDGER. FASTEN �61 (I 4>-8„ DESIGNATES SAWCUT LINE TO STEMWALL w/ 5/a" THREADED ( a. II! N 4" CONCRETE ROD EPDXIED 4" MIN. @ 16" O.C. N @ 16" O.C. w/ 1_US28 � XIII FRAMES MUST BE RECESSED I I S1.01 ESH @ 1.5 LBS/CU.YD. FLOOR MATERIAL. STAIRS BY BUILDER 2 M NO FOOTING TO 5 -0 I CI I I I I ST MWALL w/ (2)#5 BENT BARS (TYP.) �61 DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE ® 2x8 SYP#2 P.T. ,JOISTSTYP.) S2 4 7* / ( a. II! N 4" CONCRETE 5'-0„ COORDINATE WITH FINISH N @ 16" O.C. w/ 1_US28 � XIII FRAMES MUST BE RECESSED I I S1.01 ESH @ 1.5 LBS/CU.YD. FLOOR MATERIAL. HANGER EA. END I 2x8 I SYP#2 P.T. LEDGER. FASTEN 5 CI S1501 m 3'- 8 OFCONCRETE U OR 6x6 W1.4xW1.4 12 TO STEMWALL w/ 5/8" THREADED 51.01 FOR LOCATION OF SLIDING I I I MONO FOOTING TO N 6MIL VAPOR BARRIER �II00 ROD EPDXIED 4" MIN. @ 16" O.C. �I 5 O I IN PREPARED 14 STEMWALL w/ (2)#5 GRADE. -\\,, I I I III L I CI I 13,-4„I I BENT BARS (TYP.) 5 S1.01 I I IPROVIDE �I4,-7„ I HU28-2 >I 8" CMU ---------- - - I CO RD NATE WITH FINISH 2x8 SYP#2 P.T. LEDGER. FASTEN HANGER- ANGER 00 III I TO STEMWALL w/ 5/8" THREADED I (TYP.) (TYP.) IIS MU - - r I - - ------------t - I I ^ IIS HU28-2 N F3.5 5'-0" 12" CMU LL_-- '" r 8 I I 8" S1.01 ,MU ^� I (TYP.) II I F F_ 7F3.0 _ Li _ 1L � " I (2)2x8 P.T. POOL L =_ _ _ _ - L_ F3.5 - -_ �BY OTHERS (2)2x8 P.T. (2)2x8 T. L (2)2 8 P.T. L (2)2x8 P.T. HU28-2 I - - - - - - L - - F3.0 F3.0 - - F3.0 - - F3.0 HU28-2 ~ F3.0 HANGER I F3.5 HANGER EA. END oo 1 6 HANGER III (TYP.) 1 4'-8,> n Z Ai) O� 1 ------- IIIHUC28-2 ) HANGER i I (TYP.) XCN ) III^ I II� j F3.0 III ) IIa_ 6 Do;24 2,-5„ ) ::::A IICON�ROL JOINT IIIN CMU WALL 5 x S1.01 ( N 1 -- _ l /✓��M� ��I�/� I ✓✓_J /✓✓��� �� 8 TX S1.01 MOO SIM. II " F3.0 SYMbULS LL(3LNL) ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE ® 2x8 SYP#2 P.T. ,JOISTSTYP.) S2 4 7* / ( a. II! N 4" CONCRETE 5'-0„ COORDINATE WITH FINISH N @ 16" O.C. w/ 1_US28 � XIII FRAMES MUST BE RECESSED O FIBER ESH @ 1.5 LBS/CU.YD. FLOOR MATERIAL. HANGER EA. END I I SEE ARCHITECTURAL PLANS II m 3'- 8 OFCONCRETE U OR 6x6 W1.4xW1.4 E- 0_ N F3.0 FOR LOCATION OF SLIDING I I I MONO FOOTING TO N 6MIL VAPOR BARRIER �II00 00 2x8 SYP#2 P.T. JOISTS I GLASS DOORS. I 5 O 12" CMU IN PREPARED 14 STEMWALL w/ (2)#5 GRADE. -\\,, I I I III L C. w/ LUS28 SAW CUTS PER I BENT BARS (TYP.) 5 S1.01 I I IPROVIDE ©LAGER I 8" CMU ---------- --------------I� I CO RD NATE WITH FINISH 2x8 SYP#2 P.T. LEDGER. FASTEN 00 III I TO STEMWALL w/ 5/8" THREADED I { 12" MU - - r I - - ------------t - I I ^ IIS HU28-2 F3.5 coIIHANGER 12" CMU LL_-- I r 8 I I 8" S1.01 ,MU ^� I (TYP.) I -----� F_ 7F3.0 L_J I T � " I L - - - - - POOL L I- � L_ F3.5 J �BY OTHERS 2x8 SYP#2 P.T. JOISTS III L - - -L - - @ 16" O.C. w/ LUS28 Q III - 2x8 SYP#2 P.T. LEDGER. FASTEN F3.5 HANGER EA. END oo 1 I TO STEMWALL w/ 5/8" THREADED 1 2 5 S101 ICN ROD EPDXIED 4" MIN. @ 16" O.C. I� l S2.5 I I I ,n 1�11 3,-8„ III F3.0 1J 1 I 6 03 3'-4" S2.4 .. 12x12 CMU COLUMN I 4A III SEE DETAIL 2/S2.5 I- � S1.01 (TYPICAL 6 PLACES) J. 5 L - - F3 5 J PROVIDE SAW CUTS PER UILDER TO F3.0 4'-8,> n Z Ai) O� 1 ------- IIIHUC28-2 ) HANGER i I (TYP.) XCN ) III^ I II� j F3.0 III ) IIa_ 6 Do;24 2,-5„ ) ::::A IICON�ROL JOINT IIIN CMU WALL 5 x S1.01 ( N 1 -- _ l /✓��M� ��I�/� I ✓✓_J /✓✓��� �� 8 TX S1.01 MOO SIM. II " F3.0 SYMbULS LL(3LNL) ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL 7* / DESIGNATES SLAB RECESS SLIDING GLASS DOOR 2x8 SYP#2 P.T. LEDGER. FASTEN ATO STEMWALL w/ 5/8" THREADED ROD EPDXIED 4" MIN. @ 16" O.C. xX F3.Ll 'X 0 II a_ 2x8 SYP#2 P.T. LEDGER. FASTEN 0X0 TO STEMWALL w/ 5/8" THREADED ROD EPDXIED 4" MIN. @ 16" O.C. I I IIIA 4,-8„ 5'-0" I F3.0 III 6 4" CONC ETE SLAB w/ C', S2.4 FIBERMES @ 1.5 LBS/ U.YD. 1 I " OF CONC ETE OR 6x6 1.4xW1.4 I IIS HU28-2 WWF ON MIL VAPOR BARRIER III HANGER IN PREPA ED GRADE. -\ r (TYP.) o I I m 3/S1.01, B m N SLIDING GLASS DOOR N 4" CONCRETE 5'-0„ COORDINATE WITH FINISH N I I � I I FRAMES MUST BE RECESSED O FIBER ESH @ 1.5 LBS/CU.YD. FLOOR MATERIAL. I I SEE ARCHITECTURAL PLANS II m 3'- 8 OFCONCRETE U OR 6x6 W1.4xW1.4 E- 0_ I FOR LOCATION OF SLIDING I I I MONO FOOTING TO N 6MIL VAPOR BARRIER �II00 00 2x8 SYP#2 P.T. JOISTS I GLASS DOORS. I 5 O 12" CMU IN PREPARED 14 STEMWALL w/ (2)#5 GRADE. -\\,, I I I III X C. w/ LUS28 SAW CUTS PER S2.4 BENT BARS (TYP.) 5 S1.01 I I IPROVIDE ©LAGER I 8" CMU ---------- --------------I� I CO RD NATE WITH FINISH 2x8 SYP#2 P.T. LEDGER. FASTEN I FL OR MATERIAL. I TO STEMWALL w/ 5/8" THREADED I 12" MU - - r I - - ------------t 2x8 SYP#2 P.T. LEDGER. FASTEN ATO STEMWALL w/ 5/8" THREADED ROD EPDXIED 4" MIN. @ 16" O.C. xX F3.Ll 'X 0 II a_ 2x8 SYP#2 P.T. LEDGER. FASTEN 0X0 TO STEMWALL w/ 5/8" THREADED ROD EPDXIED 4" MIN. @ 16" O.C. I I IIIA 4,-8„ 5'-0" I F3.0 III 6 4" CONC ETE SLAB w/ C', S2.4 FIBERMES @ 1.5 LBS/ U.YD. 1 I " OF CONC ETE OR 6x6 1.4xW1.4 I IIS HU28-2 WWF ON MIL VAPOR BARRIER III HANGER IN PREPA ED GRADE. -\ r (TYP.) o I I �16 \ FOUNDATION PLAN SCALE: 1/4' = 1'-0" Eel OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE Fl_ PE#53311 REVISIONS DATE BUILDING 1 REVISIONS 08.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRJOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m 3/S1.01, B m N SLIDING GLASS DOOR N 4" CONCRETE SLAB w/ COORDINATE WITH FINISH N III � I I FRAMES MUST BE RECESSED O FIBER ESH @ 1.5 LBS/CU.YD. FLOOR MATERIAL. I I I SEE ARCHITECTURAL PLANS II m 3'- 8 OFCONCRETE U OR 6x6 W1.4xW1.4 E- 0_ I FOR LOCATION OF SLIDING I I I WWF N 6MIL VAPOR BARRIER 3 -8 00 I GLASS DOORS. I 5 O 12" CMU IN PREPARED 14 GRADE. -\\,, HOT TUB BY OTHERS VIII KK SAW CUTS PER S2.4 IPROVIDE 3/S1.01, BUILDETO I 8" CMU F3 I CO RD NATE WITH FINISH 2x8 SYP#2 P.T. LEDGER. FASTEN I FL OR MATERIAL. I TO STEMWALL w/ 5/8" THREADED I 12" MU - - r I - - ------------t - I I I I I ROD EPDXIED 4" MIN. @ 16" O.C. II HU28-2 coIIHANGER 12" CMU LL_-- I I I I I 8 I I 8" S1.01 ,MU ^� I (TYP.) I -----� L_ L_J I I---- � " L - - - - - J - - - - - - - - - - - - - - - - I- � --------- L - - -L - - - 2x8 SYP#2 P.T. LEDGER. FASTEN F3.5 8 1 I TO STEMWALL w/ 5/8" THREADED 1 2 5 S101 ROD EPDXIED 4" MIN. @ 16" O.C. S1.01 l S2.5 1 ,n 1�11 �16 \ FOUNDATION PLAN SCALE: 1/4' = 1'-0" Eel OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE Fl_ PE#53311 REVISIONS DATE BUILDING 1 REVISIONS 08.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRJOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S'1.0 SHEET 2 OF 14 m m N N m w N J U. � Q 2 O U a. w L,r) o m 0 m U E- Z Q Q FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S'1.0 SHEET 2 OF 14 GARAGE GRADE SLAB, CMU FLOATING SLAB OR SEE CONC. PLAN. - y STEMWALL SCHEDULE CMU REINFORCING COURSES 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. AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN. #5 VERTICA4 WALL REINFORCIN . SEE PLAN. CONT CONCRETE / FOOTING 12"x24" (2)#5 CONT. #3 TRANSVERSE 48" O.C. OR ROD CHAIRS 1 STEMWALL FOOTING AT CMU S1.01 SCALE: 3/4" = 1'-0" AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. GRADE OR CONC. SLAB, SEE PLAN. STEMWALL SCHEDULE CMU SLAB ON GRADE, COURSES ° #4 VERT. @ 48"O.C. SEE PLAN. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT 'VERTICAL STEMWALL COURSE. FILL CELLS SOLID. REINFORCING (SEE SCHEDULE) J � w/ 6" HOOK INTO -FOOTING. MA CH #5 VERTICAL WALL REINFORCING � LOCATIONS OR BEND INTO S AB w/ 12" HOOK. CONT CONCRETE / FOOTING 12"x24" (2)#5 CONT. #3 TRANSVERSE 48" O.C. OR ROD CHAIRS 1 STEMWALL FOOTING AT CMU S1.01 SCALE: 3/4" = 1'-0" AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. GRADE OR CONC. SLAB, SEE PLAN. STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) F-12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE, SEE PLAN. L:L/\\ d .. a #4 DOWEL TO MATCH VERT. STEMWALL REINFORCING (SEE SCHEDULE) w/ 6" HOOK INTO FOOTING. LAP VERT REINFORCING 25" IF STEMWALL IS GREATER THAN (3) COURSES. CONT. CONCRETE FOOTING, SEE 1/S1.01 STEMWALL FOOTING AT WOOD FRAME SCALE: 3/4" = 1'— " TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE MATCH DOOR / 3�4„ CORNER BARS (TYP.) SEE 4/S1.01 WIDTH, SEE ARCH. RECESS 511, ---- SEE ARCH PLAN SLAB ON SLAB ON a 'd. GRADE, -- GRADE SEE PLAN. • ° 11,41 ----- . SEE PI AN. PAVING BY BUILDER 12"x12" 1#5 CONT. E. J. DETAI 7B MATERIAL I�- /\/ /\\ SHOWER PAN SLOPES TO DRAIN, SEE ARCH I SLAB ON \\ \\\�� PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. °d GRADE, o0 CONCRETE \ \ • : \/ SEE PLAN. FOOTING \\\ �\\ /� \\ SEE 1 /S1.01 ° ° a THICKENED EDGE 8..x8.. \\\ • �_ \� w/ 1—#5 CONT. - \ DIETAI L 7A 6 FOOTING W/ SHOWER RECESS 7 THICKENED SLAB S1.01 (IF REQUIRED)S1.01 SCALE: 3/4" = V-0" SLAB ON GRADE, SEE PLAN. DEEP SAWCUT SLAB ON GRADE w/ ELASTOMERIC SEALANT —SEE PLAN j. ./ :A NOTES: 1) PROVIDE SAWCUTS 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" STEP, SEE ARCH. (4" MAX.) TO SLAB I i -i i r\ ISI E S S. MONO. FOOTING AT STEP-DOWN SCALE: 3/4" = V-0" CONTINUOUS 8" U—BLOCK BOND BEAM w/1—#5 CONT. 8" CMU WALL w/ #5 © 48" O.C. IN GROUT FILLED CELLS. SCREEN WALL CMU WALLS SCALE: NTS GRADE z �� TYPICAL STEMWALL FOOTING. a WALL FRAMING 3—#5 CONT. SLAB ON GRADE, SEE PLAN, #4 TRANSVERSE 24" O.C. w/(.5)#5 CON I. BEARING AT INTERIOR SCALE: 3/4" = 1'-0" CONTINUOUS 8" U—BLOCK BOND BEAM w/1—#5 CONT. 8" CMU WALL w/ #5 @ 24" O.C. IN GROUT FILLED CELLS. #5 DOWEL TO MATCH VERT. STEMWALL REINFORCING w/ 6" HOOK INTO FOOTING. 8" BOND BEAM W/1—#5 CONTINOUS. C —I I t \� CONT. CONCRETE a 00 FOOTING w/4—#5 Na 4 CONT. . •° •.. 42" TALL SCREEN WALL U ~ 24" CLEAR (TYP). 36" RETAINING WALL PAVERS (BY OTHERS) F. F. SEE ARC[ 8" CMU W/ #5 @ 32" OC CENTERED, GROUT ALL CELLS SOLID PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE) 12"x36" CONCRETE FOOTING w/ 3—#5 CONTINUOUS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PN Tic,, J� -GENS.. O ; 53311 OF STA E -P 0FL OR\O..., NN - ` Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE BUILDING 1 REVISIONS 08.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESfGN/D RAWN;CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET OFFICE COPY 51.01 SHEET 3 of 14 L N 0 N M 00 m m N N m wl N J � � Q Z O U � w � o m O � Z Q J Q FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESfGN/D RAWN;CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET OFFICE COPY 51.01 SHEET 3 of 14 L N 0 N M 00 N T X N N SEE 3/S2.2 FOR BEAM CONN. (TYPICAL) II NI C x10-2/2 CANTILEVER BEAM PAST CMU COLUMN TO SUPPORT CANTILEVER BEAM RAFTER ABOVE PAST MU COLUMN �TO SUD PORT (2)2x12 RAFTER ABOVE IIII IIII N N IIII X IIII HKH IIII IIII 12x12 CMU COLUMN SEE DETAIL 2/S2.5 (TYPICAL 6 PLACES) IIII IIII 12" CMU WALL SEE 1/S2.0 IIII NEME N IIII X IIIAX .J � IIII IIII (2)2x12 CANTILEVER BEAM PAST CMU COLUMN TO SUPPORT RAFTER ABOVE 2 S2.5 CANTILEVER BEAM PAST MU COLUMN TO SU PORT RAFTER ABOVE SW: 3/6 0 SW: 3/6 (3)2x12 5_ 2)2x6-1/1 SIZE 12" LVL DENOTES EITHER 11.25" LVL OR 11.875" LVL. CONTRACTOR HAS OPTION TO CHOOSE SIZE SHEARWALL NOTE: SW: 3/6 SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON DET/ -IL 6/S2.1 8" CMU WALL SEE 1/S2.0 8" CMU WALL SEE 1/S2.0 (2)2x6-1 /1 (2)2x8-2/2 STRAP HEADER PER 5/S2.2 (2)PLY 12" LVL -2/2 _(3)2x12_(2)2x12_ I I 6x > P.T. SYP#2 POST w/ BU66. SEE DETAIL 6/S2.2. (TYPICAL) I 1 SEE 3/S2.2 FOR BEAM CONN. - (TYPICAL) I STRAP HEADER PER 5/S2.2 I N I N > J I � I I (2)2x12 STRAP BEAM TO CMU WALL w/ HUC210-2 MASONRY HANGER I cD CONN. (TYPICAL) (2)2x10-1 /1 _ _ I I (202x1 I 5 ( M I ( C/)\\N >:; I ( i 5 I \ `X X N N ( X I � N ( N. ( ( 5 U) 1 15 � ( N ( XI ( N N I (2)2x12 `J1 PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. BOX BEAM TO STUDS w/ (2)MSTA24. STUDS TO SLAB w/ LTT20B RECESSED INTO SLAB STRAP HEADER PER 5/S2.2 WOOD WALL TO CMU WALL PER DETAIL 7/S2.1 (2)1.75x9.25 1.9E LVL -2/2 HEADER PER DETAIL 5/S2.2 STRAP HEADER PER DETAIL 5/S2.2 )1.75x9.25 1.9E LVL -2/2 (3)PLY 7.25" LVL FULL HEIGHT STUD POST w/ LTT20B EA. SIDE RECESSED INTO SLAB w/ Y2" THREADED ROD EPDXIED 4" MIN. SEE DETAIL 2/S2.6 2 S2.6 8" CMU WALL SEE 1/S2.0 IST LEVEL WALL FRAMING PLAN SCAI E: 1/4" = V-0" 1 S2.6 SEE 3/S2.2 FOR BEAM CONN. (TYPICAL) I I J SW: 3/6 2x8 SPF#2 16" O.C. FULL I HEIGHT WALL STRAP HEADER PER 5/S2.2 PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. HEADER TO STUDS w/ (2)MSTA24. STUDS TO SLAB w/ DTT2Z WOOD WALL TO CMU WALL PER DETAIL 7/S2.1 rj SEE 3/S2.2 FOR BEAM CONN. (TYPICAL) N I \ I u LINE DESIGNATES SIDE OF WALL THE N '^ Cn SHEARWALL SHEATHING TO BE APPLIED. � I I 8d ® j DESIGNATES 8d COMMONS > _NI X N J N �I I Luis A. Pontigo, PE DESIGNATES THE NUMBER OF PLY'S OF (2)2X8-1/2 HEADER, HEADER SIZE, & JACK/KING REVISIONS DATE STUDS NEEDED FOR HEADER OPENING. LO W N 07 Q ' XLO LOI N �I X L0 I" I SEE 3/S2.2 FOR BEAM CONN. (TYPICAL) � I \ I u LINE DESIGNATES SIDE OF WALL THE N 3311 = '^ Cn SHEARWALL SHEATHING TO BE APPLIED. � I 8d ® j DESIGNATES 8d COMMONS m _NI X N N N �I I D DESIGNATES SHEARWALL. THE HIDDEN ----'----- � u LINE DESIGNATES SIDE OF WALL THE N 3311 = '^ i N SHEARWALL SHEATHING TO BE APPLIED. I I NAILING: 8d ® j DESIGNATES 8d COMMONS m 8d®3" 6" N 3" O.C. EDGE & 6" O.C. "IN THE N FIELD" Luis A. Pontigo, PE DESIGNATES THE NUMBER OF PLY'S OF (2)2X8-1/2 HEADER, HEADER SIZE, & JACK/KING REVISIONS DATE STUDS NEEDED FOR HEADER OPENING. I I N BEAM OR TRUSS, SEE PLAN X � Q N Ln 0 DESIGNATES CMU WALL n �I I I (2)2x12 STRAP BEAM TO CMU WALL w/ HUC210-2 MASONRY HANGER 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 6/S2.2. (TYPICAL) 8" CMU WALL SEE 1 /S2.0 & 3/S2.4 SYMBOLS LEGEND DESIGNATES INTERIOR LOAD BEARING WALLS. Y2' A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE 4/S2.3 Y2' A307 DIAMETER FULL HEIGHT THREADED ROD SEE 4/S2.3 SIMPSON DTT2Z W/ 1/2" 0 THREADED ROD EPDXIED 4" OFFICE COPY Lou POntigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 DESIGNATES SHEARWALL. THE HIDDEN ----'----- SW u LINE DESIGNATES SIDE OF WALL THE N 3311 = '^ N SHEARWALL SHEATHING TO BE APPLIED. SAT O TQz NAILING: 8d ® j DESIGNATES 8d COMMONS m 8d®3" 6" N 3" O.C. EDGE & 6" O.C. "IN THE � FIELD" Luis A. Pontigo, PE DESIGNATES THE NUMBER OF PLY'S OF (2)2X8-1/2 HEADER, HEADER SIZE, & JACK/KING REVISIONS DATE STUDS NEEDED FOR HEADER OPENING. ---- BEAM OR TRUSS, SEE PLAN � Q m Ln 0 DESIGNATES CMU WALL DESIGNATES INTERIOR LOAD BEARING WALLS. Y2' A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE 4/S2.3 Y2' A307 DIAMETER FULL HEIGHT THREADED ROD SEE 4/S2.3 SIMPSON DTT2Z W/ 1/2" 0 THREADED ROD EPDXIED 4" OFFICE COPY Lou POntigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. . - CENSE u m N 3311 = '^ N SAT O TQz N N m Ln N J � � Q Luis A. Pontigo, PE O Fl_ PE#53311 REVISIONS DATE � BUILDING 1 REVISIONS 08.09.18 � Q m Ln 0 0 m FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST LEVEL FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAW NGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET 51.3 SHEET 4 of 14 m m N N m Ln N J � � Q U O � w � Q m Ln 0 0 m z Q J Q IST LEVEL FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAW NGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET 51.3 SHEET 4 of 14 2 S2.2 3 Cj S2.3 0j D 6 S2.2 SIM. 2 S2.5 PORCH CEILING SHEATHING 6 AT BOTTOM CHORD OF (S2.2 TRUSS SEE 6/S2.2. 6 S2.2 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 6/S2.2. 12x12 CMU COLUMN SEE DETAIL 2/S2.5 (TYPICAL 6 PLACES) 2x10 SYP#2 ROOF RAFTERS @ 16" O.C. ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1—PLY TRUSS HTU26 FL10655.8 FLOOR TRUSS THA422 FL10447.6 TRUSS /ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED •E limim-EN11111156 EXTEND WALL SHEATHING THROUGH INTERSECTION w/ LOW ROOF AIA 6 S2.2 SIM. SYMBOLS L E-GEND HTS16 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 SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. WOOD STAIRS) — — — — BEAM BELOWAM IIII IIII � IIII � tlll O J t,iLTJ m m G m — w m IIII w IIII m m ) IIII IIII S2.2 ;.. Z W/(2)Y4%4" SDS (5)10d @ 16" O.C. O SCREWS & ) Q nll Hill w o Lli m Q LLJ IIII o IIII W m Q W C° IIII m IIII � IIII IIII I—Z BEAM BELOW CJ X CN CN _ N 51 - 6 r= N 2 S2.5 PORCH CEILING SHEATHING 6 AT BOTTOM CHORD OF (S2.2 TRUSS SEE 6/S2.2. 6 S2.2 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 6/S2.2. 12x12 CMU COLUMN SEE DETAIL 2/S2.5 (TYPICAL 6 PLACES) 2x10 SYP#2 ROOF RAFTERS @ 16" O.C. ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1—PLY TRUSS HTU26 FL10655.8 FLOOR TRUSS THA422 FL10447.6 TRUSS /ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED •E limim-EN11111156 EXTEND WALL SHEATHING THROUGH INTERSECTION w/ LOW ROOF AIA 6 S2.2 SIM. SYMBOLS L E-GEND HTS16 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 SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. WOOD STAIRS) m N 2x8 SYP#2 LEDGER. FASTEN 12IX61 PPS @ 1�'0 C ABY FULL HEIGHT WALL. BUILDER. m ) L.L S2.2 ;.. Z W/(2)Y4%4" SDS (5)10d @ 16" O.C. O SCREWS & ) Q In w � CD m Lp O � I—Z 177 (2)2x12 =69 _ 2)16" LVL CJ X CN CN _ N 51 - 6 r= N Q J PORCH CEILING SHEATHING AT BOTTOM CHORD OF ) TRUSS SEE 6/S2.2. Q I (2)16" LVL 6 S2.2 1 16" LSL JOISTS @ 24" O.C. I L — — — — Al 2 S2.6 1 S2.6 EXTEND WALL SHEATHING THROUGH INTERSECTION w/ LOW ROOF 2x4 SYP#2 OUTLOOKER @ 24" O.C. IST LEVEL FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = V-0" ME 6 S2.2 SIM. PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 6/S2.2. 6 S2.2 OFFICE Hy BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T—BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR W, LL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING k,ATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO EOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 .��X5 P PO . J .•��GENSF •' . O .v 311 A STAT OF ,'FSS/0 NAl Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE BUILDING 1 REVISIONS 08.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST LEVEL FLOOR E ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET SIA SHEET 5 of 14 a 00 N 00 0 N M 00 m m N N m L.L � Q Z o U In w � CD m Lp O � I—Z Q J Q IST LEVEL FLOOR E ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET SIA SHEET 5 of 14 a 00 N 00 0 N M 00 SHEATH WALL THROI LOW ROOF TO 2ND I BOT. PL/ STRAP WALL TO BELOW PER DETAIL 1 /S2.3 (SIM). STRAP WALL TO BELOW PER DETAIL 1/S2.3. (2)2x6-1/1 (2)2x6-1 /1 FASTEN EA. END OF SW w/(2)CS16 STRAP CO SHEATH WALL THROUGH LOW ROOF TO 2ND LVL BOT. PLATE D > FASTEN EA. END OF SW w/(2)CS16 STRAP J Y IV10I ILJ Lt:UL NU --------- - SW NAILING: 8d®3" 6" DESIGNATES SHEARW/�. L. THE HIDDEN LINE DESIGNATES SID: OF WALL THE SHEARWALL SHEATHIN,. TO BE APPLIED. 8d ® j DESIGNATES cJ COMMONS 3" O.C. EDGE & 6" C.C. "IN THE FIELD" (2)2X8-1/2 DESIGNATES THE NUMBER OF PLY'S OF HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. ---- BEAM OR TRUSS, SEE PLAN N DESIGNATES CMU WALL N m w DESIGNATES INTERIOR LOAD BEARING WALLS. � � ® Y2" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE 4/S2.3 X Y2' A307 DIAMETER FULL HEIGHT THREADED ROD SEE 4/S2.3 • 1 N DTT W/ 1/2" 0 THRHR EADED ROD W/ SECOND LEVEL WALL FRAMING PLAN SCALI: 1/4" OFFICE COPY Lou Pontigo and Associates, Inc. 420 OsceolaAvenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PO Nl� J�\GENS, CO: v N . 53311 -o' STA E FSS/,5 . Luis A. Pontigo, PE FL PF#53311 REVISIONS DATE BUILDING 1 REVISIONS 08.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SECOND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S1.5 SHEET 6 of 14 Fe Rf, m m N N m w < � � Q 2 On Q w � o m 0 m z Q J Q SECOND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S1.5 SHEET 6 of 14 Fe Rf, 4 E, j 2 S2.2 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED UPPER LEVEL ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = —0" 0 SYMBOLS LEGEND HTS16 I DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, Al PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. OFFICE COP BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T—BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOF. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOP.' CHORD BRACING PROVIDE DIAGONALS IN THE END SP -;CE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF ZO FEET. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 0 1 BUILDING REVISIONS 08.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. PON GENs�'.CO ' a m N 3311 = N ' STATE OF N O R m w J � � N Q Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 0 1 BUILDING REVISIONS 08.09.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. UPPER LEVEL ROOF TRUSS PLACEMENT PLAN LARCHITECTURAL T SCALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION IS NCLEAR REFER TO THE DRAWINGS OR CONTACT THE E.O.R. PLA7RESIDENCE WEBER DESIGN/DRD CS � DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S1.6 SHEET % _OF m m N N m w J � � N Q Z O U n w om Lf) O � Z Q J F - Q UPPER LEVEL ROOF TRUSS PLACEMENT PLAN LARCHITECTURAL T SCALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION IS NCLEAR REFER TO THE DRAWINGS OR CONTACT THE E.O.R. PLA7RESIDENCE WEBER DESIGN/DRD CS � DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S1.6 SHEET % _OF __ 0C WF- _ _ w 0— n - � c 0� ry C c� Ln Lr _ _ W� =_ r O — n — O O CD �n u7 TO MATCH CAL REINF. U.N.O.) GRADE BEAM SEE PLAN. i w w J 0 ry 0 1 I- CD w L.� 0 CD TO MATCH CAL REINF. U.N.O.) ,I OUT HOLE QUIRED. GRADE BEAM SEE PLAN. = I- 0 = w CD = w � I— OW � J O O Ejo� 0:� CD CD TO MATCH CAL REINF. U.N.O.) I OUT HOLE QUIRED. GRADE BEAM SEE PLAN. WALL SECTION WALL SECTION WALL SECTION LOW—LIFT GROUTING (GROUTING WITHOUT CLEANOUTS): THE TI HIGH—LIFT GROUTING ALTERNATE PER MSJC 2005 WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN 5'-4" THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE CLEANOUTS): 0- SECTIONS (GROUT POUR HEIGHT OF 5-4"), REINFORCED IS THA 12'-8" SECTIONS (GROUT POUR HEIGHT OF THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN PLACED IN THE INTENDED CELLS FOLLOWED BY MAX. 5'-0 12'-3"), FULL HEIGHT REINFORCED IS PLACED IN THE 12'-8" SECTIONS (GROUT POUR HEIGHT OF 12'-8"), GROUT LIFTS. CONTINUITY OF THE REINFORCEMENT IS INTENDED CELLS AND CLEANOUT HOLES ARE FULL HEIGHT REINFORCED IS PLACED IN THE INTENDED MAINTAINED BY SPLICING BETWEEN EACH SECTION. REQUIRED AT CELLS WITH REBAR FOLLOWED BY MAX. CELLS AND CLEANOUT HOLES ARE REQUIRED AT CELLS 5'-0" GROUT LIFTS. NO SPLICING IS REQUIRED. WITH REBAR FOLLOWED BY MAX. 12'-8" GROUT LIFTS. m NO SPLICING IS REQUIRED. GENERAL NOTES: 1. FOR BOTH LOW -LIFT AND HIGH -LIFT GROUTING, THE GROUT LIFT HEIGHT IS LIMITED TO 5 FT UNLESS THE FOLLOWING CONDITIONS CAN BE MET, IN WHICH CASE THE GROUT LIFT HEIGHT CAN BE INCREASED TO 12'-8" (HIGH -LIFT GROUTING ALTERNATE PER MSJC 200`_;): Q • THE MASONRY HAS CURED FOR AT LEAST FOUR HOURS J • THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES Q • THERE ARE NO INTERMEDIATE HORIZONTAL REINFORCED BOND BEAMS BETWEEN THE TOP AND THE BOTTOM OF THE POUR HEIGHT. 2. IF THE FIRST TWO CONDITIONS ARE MET BUT THERE ARE INTERMEDIATE BOND BEAMS WITHIN THE GROUT POUR, LIMIT THE GROUT LIFT HEIGHT TO THE BOTTOM OF THE BOND BEAM, BUT CANNOT EXCEED 12'-8". 3. WHEN BOTH OF ANY OF THE FIRST TWO CONDITIONS ARE NOT MET, PLACE LIFTS NOT EXCEEDING 5 FT. 1 TYPICAL WALL GROUTING OPTIONS S2.0 SCALE: 3/4" = 1'-0" 8„ OPEN BOTTOM LINTEL BLOCI w/2—#5 TOP CONT. I :. rt PRE -CAST LINTEL BLOCK, w/2-#5 CONT. LB -1 OPEN BOTTOM LINTEL BLOCK, w/2-#5 TOP CONT. #3 HAIRPIN 16" O.C. REQUIRED ONLY WHEN SPAN IS GREATER THAN 5'- 4" 8" 0 ^I PRE -CAST LINTEL BLOCK, w/2-#5 CONT. NOTES: 1. USE THESE LINTEL DETAILS U.O.N. ON PLANS. 2. FOR OPENING LOCATIONS, SEE ARCH. PLANS. 3. PROVIDE 8" BEARING EACH SIDE OF OPENING. 4. GROUT LINTEL SOLID. 5. BOTTOM SHALL BE A SOLID PRECAST LINTEL. CMU LINTEL S2.0 SCALE: 3/4" = 1'-0" LB -2 16d COMMONS © 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) 2x8 P.T. PLATE SEE 9/S2.0 FOR ANCHOR BOLT 8d @ 3" O.C. =ERED TRUSS, -AN SHEATHING �INUOUS VA w/2-#5 L 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 OPENING, REINF. SEE SEE PLAN SCHED. ON PLAN. PLAN VIEW CMU JAMB REINFORCING 2.0 SCALE: 3/4" = 1'-0" 25" LAP MIN. 1-#5 VERTICAL EACH NER, INTERSECTION, PACING INDICATED PLAN OR SCHED. 8" CMU WALL. DRIZONTAL TIE BEAM ORCING (ONLY ONE - SHOWN FOR CLARITY) TYPICAL CMU HORZONTAL/CORNER SPLICE SCALE: 3/4" = 1'-0" NOTE: AT CORNER STEEL POST CONDIDTION, FASTEN P.T. WOOD BUCK TO STEEL w/0.145"O x 2Y4" POWDER ACTUATED FASTENERS @ 12" O.C. (MIN (5) EA. SIDE) 8" CMU WALL. FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU w/ 1/4"0x23/4" TAPCONS © 12"o.c INSTALL (5) MIN. EACH SIDE. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK STRUCTURAL WINDOW/DOOR BUCK SCALE: 3/4" = 1'-0" 16d COMMONS © 8" ON CENTER 2x8 P.T. PLATE SEE 9/S2.0 FOR ANCHOR BOLT 8d @ 3 O.C. 8x16 CONTINUOUS BOND BEAM w/2-#5 HORIZONTAL - 2x4 SYP#2 DIA, & HORIZ. BRACING © 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS, TOE NAIL EACH END w/4 -12d NAILS (TYP) FLOOR SHEATHING Lm----��----------------_--_---__--_-__-_-_--ij I ENGINEERED FLOOR TRUSS, SEE PLAN FLOOR JOIST P=RPENDICULAR TO WALL FLOOR JOIST PARALLEL TO WALL FLOOR TRUSSES AT CMU WALL. SCALE: 3/4" = 1'-0" 8x16 BOND STD. 90` HOOK -� BEAM (TYP) I Cn w Q 06 BOND AM (TYP) #5 VERTICAL TO TOP OF BOND BEAM STEP. MASONRY WALL STEP SCALE: 3/4" = 1'-0" PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR NOT TO EXCEED 50'-0" 0/C. SPACING OF JOINTS SHOULD BE COORDINATED W/ ARCHITECT. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. 4 -- -- a R-- --'---------- -- TOP OF��jj Q: --- Q- .I .° I e I 4 4 BOND BEAM ----- ---= 71_7 I.. p. I I PROVIDE REINFORCED CELL EACH SIDE OF JOINT J1 4 P Q OF CONTROL (2) COURSE 8x16 BOND _BEAM w/1-#5 TOP & BOT. BOND BEAM REINFORCEMENT AND GROUT IS CONTINUOUS THRU JOINT STOP JOINT REINF. AT CONTROL JOINT PRE -FORMED JOINT JOINT REINF. FILLER -\ 16" O.C. BACKER ROD MATERIAL CAULKING � • • a DEPTH OF CAULKING WIDTH OF ONE HALF THE WIDTH HEAD JOINT OF THE HEAD JOINT CMU CONTROL JOINT SCALE: 3/4" = 1'-0" CONTINUOUS RIBBON BOARD (TYPICAL) 8d COMMONS © 3" 0. C. Y4" GAP TO CMU — 2x8 P.T. SYP#2 w/1/2 "O THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. 16d COMMONS 8" ON CENTER VSTOP JOINT REINF. AT CONTROL JOINT FLOOR 2x2xY$" SHEATHING WASHER ENGINEERED FLOOR TRUSS, SEE PLAN 2x8 P.T. PLATE. f4l8x16 CONTINUOUS BOND BEAM w/2—#5 HORIZONTAL a SOLE PLATE ANCHOR DETAIL ANCHOR BOLT AT MASONRY WALL DETAIL SCALE: 3/4" = 1'-0" Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax, 241-9557 FL: CA # 8344 SC: CA# 3579 ..C. P OS/V . 0'%EN a No, 53 N STATE OF ' 0- N N M N J l.� Luis A. Ponti3o, PE Q FL PF.#53311 O REVISIONS DATE U � w � O pp 0 m z Q J Q #5 VERTICAL TO TOP OF BOND BEAM STEP. MASONRY WALL STEP SCALE: 3/4" = 1'-0" PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR NOT TO EXCEED 50'-0" 0/C. SPACING OF JOINTS SHOULD BE COORDINATED W/ ARCHITECT. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. 4 -- -- a R-- --'---------- -- TOP OF��jj Q: --- Q- .I .° I e I 4 4 BOND BEAM ----- ---= 71_7 I.. p. I I PROVIDE REINFORCED CELL EACH SIDE OF JOINT J1 4 P Q OF CONTROL (2) COURSE 8x16 BOND _BEAM w/1-#5 TOP & BOT. BOND BEAM REINFORCEMENT AND GROUT IS CONTINUOUS THRU JOINT STOP JOINT REINF. AT CONTROL JOINT PRE -FORMED JOINT JOINT REINF. FILLER -\ 16" O.C. BACKER ROD MATERIAL CAULKING � • • a DEPTH OF CAULKING WIDTH OF ONE HALF THE WIDTH HEAD JOINT OF THE HEAD JOINT CMU CONTROL JOINT SCALE: 3/4" = 1'-0" CONTINUOUS RIBBON BOARD (TYPICAL) 8d COMMONS © 3" 0. C. Y4" GAP TO CMU — 2x8 P.T. SYP#2 w/1/2 "O THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. 16d COMMONS 8" ON CENTER VSTOP JOINT REINF. AT CONTROL JOINT FLOOR 2x2xY$" SHEATHING WASHER ENGINEERED FLOOR TRUSS, SEE PLAN 2x8 P.T. PLATE. f4l8x16 CONTINUOUS BOND BEAM w/2—#5 HORIZONTAL a SOLE PLATE ANCHOR DETAIL ANCHOR BOLT AT MASONRY WALL DETAIL SCALE: 3/4" = 1'-0" Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax, 241-9557 FL: CA # 8344 SC: CA# 3579 ..C. P OS/V . 0'%EN a No, 53 N STATE OF ' 0- N N M N J l.� Luis A. Ponti3o, PE Q FL PF.#53311 O REVISIONS DATE U � w � O pp 0 m FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. CMU DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE f_.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET sz.o SHEET 8 oI= 14 m m N N m V) N J l.� � Q 2 O U � w � O pp 0 m z Q J Q CMU DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE f_.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET sz.o SHEET 8 oI= 14 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 POST IS ABOVE. ROOF SHEATHING PER SPEC I I I I I I I I I I I I I I I I I L --- \--\---UPLIFT STRAP SEE 4/S2.2 PER PLAN r -- I I I I I I L- - - - - - CMU WALL: SEE 1/S2.0 FOR SPECF. DETAILS 51.01 TYP. WALL SECTIONS S2.1 SCALE: 3/4" = 1'-0" LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS ROOF SHEATHING, TYPICAL STUD NAILING: SEE ' ,PECIFICATIONS 0.131x3" END NAILS: SEE 2/S2.2 (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. I I f6"MAX. { 66�. FASTEN ROOF TRUSS w/ UPLIFT C NN. LONG ENOUGH T ENGAGE I STUDS. I I I I SYP#2 DBL. PERMANENT TRUSS TOP PLATE BRACING BY OTHER BLOCKING AT ALL SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d _ IF HIGH SIDE OF WALL IS TOENAILS. ONLY REQUIRED A SHEARWAL FASTEN AT SHEATHING JOINTS FOR (2)MSTA36 T INSIDE EXTERIOR WALLS AND FACE OF SHEAR ALL OR SHEARWALLS BEND AROUND ENDS AT FLOOR SHEATHING, SEE SPECIFICATIONS 16d COMMONS @ 16" O.C. r - I \ I I I I I L - SEE 8/S2.0 W LL: SEE SCHEDULE FO STUD SIZE AND O.C. SPACING. SEE DETAiLE ON S1.01 r------ TiF I I I I I I I I I I I L----------- --JI MULTI -STORY I I I I I I I I I I -J 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW I LOWER TOP PLATE AT BREAK OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER 0 NON -SH _ARWALL. WOOD WALL: SEE 2/S2.1 FOR SPECF. 16d COMMONS @ 8" ON- .ENTER CMU WALL: SEE 1/S2.0 FOR SPECF. L_ - --- - - - - - I I� 4-10d I ti COMMONS WALL INTERSECTION CONDITIONS CORNER DROPPED HEAD OR SILL PLATES WALL INTERSECTION CONDITIONS 4'-4" m CONDITIONS NOTES: (4)12d TOE NAILS 5 6'-4" 1. OVERLAP TOP PLATES AT CORNERS ND INTERSECTIONS 2. - DENOTES 3"x0.131" GUN NAILS 6" O.C. VERTICAL 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER 0 TION WHERE MULTIPLE OPTIONS ARE SHOWN d 0 FRAMED WALL CORNER AND 4 INTERSECTIONS STUDS CONFIGURATIONS S2.1 J S :ALE: 3/4" = 1'-0" Q 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 SYP#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 DROPPED HEAD WINDOW SILL SEE SCHEDULE 5/S2.1 FOR SILL SIZE AND CONNECTION EACH END TYPICAL TOP PLATE NAILING: TYPICAL LAP SPLICE: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS 8-16d OR (12) 0.131 "Ox3" OF .131x3 @ 12" O.C. STAGGERED ROUGH OPENING, PER PLAN SILL PLATES SYP#2 HEADER, 4'-0" MIN. PER PLANS WALL SHEATHING T TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING 'ITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & SCK STUDS UILDER MAY CHOOSE EITHER THE DROPPED EADER CONDITION OR RAISED HEADER CONDITI01 TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. 'T'YPICAL WALL FRAMING 3/4" = V-0" o 2x4 MEMBERS: o oN (1) ROW OF 10d ° NAILS @ 4" O.C. ° ° (3) ROW OF 1 O 2x6 MEMBERS: oNAILS @ 8" O.C. (2) ROW OF 1 O ° STAGGERED NAILS @ 4" O.C. STAGGERED 2x4 Odd 2x6 POST 2x8 POST 3 BUILT - UP MEMBER FASTENING S2.1 SCALE: 3/4" = V-0" WINDOW SILL SCHEDULE SYP#2 HEADER ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM FASTENER END EACH END 4'-4" m (1)2x4 SPF #2 (4)12d TOE NAILS 5 6'-4" N (2)2x4 SPF #2 (5)12d TOE d.°'Iid 5 8'-4" � d C .d ... d d ° ° + ( .. d° d � (3)2x6 SYP #2 (1)A35 + ( d o d 0 m ° z Q d d d° Q t 1. USE SPF#2 OR BETTER FOR ALL WALLS. 1 -ROWS OF 10d CMU WALL PROVIDE SOLID2. 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 'T'YPICAL WALL FRAMING 3/4" = V-0" o 2x4 MEMBERS: o oN (1) ROW OF 10d ° NAILS @ 4" O.C. ° ° (3) ROW OF 1 O 2x6 MEMBERS: oNAILS @ 8" O.C. (2) ROW OF 1 O ° STAGGERED NAILS @ 4" O.C. STAGGERED 2x4 Odd 2x6 POST 2x8 POST 3 BUILT - UP MEMBER FASTENING S2.1 SCALE: 3/4" = V-0" WINDOW SILL SCHEDULE SYP#2 HEADER ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM FASTENER END EACH END 4'-4" m (1)2x4 SPF #2 (4)12d TOE NAILS 5 6'-4" N (2)2x4 SPF #2 (5)12d TOE AILS 5 8'-4" � (3)2x4 SYP #2 (1)A34 + ( )12d TOE NAILS 5 12'-0" � (3)2x6 SYP #2 (1)A35 + ( )12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIG T WALLS. KING & JACK STUDS SEE PLAN , PER PLAN OPENING END l� FASTENER HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (6)12d TOE NAILS TOP & BOT. A 2x_ SPF T&B w/ 12d @ 8" O.C. KING & (TYP) JACKS POR PLAN w = SHEATHING A w U CONT. AT SIMPSON LTP4 ON Q - GIRT/VERT INSIDE FACE, IF NO JOINT. JACK STUD 2x SPF RIPPED TO FIT ARCH. BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. IN TWO STORY FRAMING SECTION A -A WINDOW HEAD AND SILL FRAMING NOTES: 1. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 3/S4.1 2. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 3. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS I (3) ROWS 12d AT 12" O.C. T EA. SIDE. (3)ROWS OF 6%" 2 -PLY TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c (4) ROWS 12d AS SHOWN AT 12" O.C. EA. SIDE. 3 -PLY LESS THAN 14" BEAM (2)12d TOE NAILS E.E. (MIN) BOUNDARY OF SHEATHING EXAMPLE OF PANE EDGE w/ BLOCKY WHERE REQUIRED E GENERAL NOTE NAIL SPACING A SUPPORTED EDGE GENERAL NOTE' EXAMPLE OF UNSUPPOF (UNBLOCKED) PANEL E (TYPIC NAILING TO INTERMEDI SUPPORT IS 6" O.C. N (U (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN 3 -PLY 14" LVL AND GREATER r-)ATCrI CLI�ATIJINI(` SHEATHING NAILING DETAIL SCALE: 3/4" = V-0" TYPICAL P.T. PLATE 2x8 P.T. SYP#2 w/'/2 "O THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT SEE 9/S2.0 io o_ STUD WALL FRAMING SEE PLAN CMU WALL 2x_ P.T. STUD FASTEN TO CMU WALL W/ '/4 %3" TAPCONS @ 16" O.C. FRAME WALL TO CMU WALL WALL TO WALL CONNECTION DETAILS SCALE: 3/4" = V-0" OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 JAS A' P ON �. CEN.ENS No. STA OF �'<ORIOP.'����, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR S HALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET 52.1 SHEET 9 of 14 9 0. 0 00 0 N 0C m m N N m w Q t � Q 2 O U � w U, o m 0 m z Q J Q TYPICAL WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET 52.1 SHEET 9 of 14 9 0. 0 00 0 N 0C 'D PLANn iii V V DOUBLE FULL HT. SOLE FULL HT. TOP PLATE. ANCHOR PLATE ANCHOR FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 3/8"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% 2% Y8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) WALL STUD CONNECTION CALL OUT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, O OR POST. H2.5T @ 32" O.C. TOP & BOT PROVIDE A HOLE IN THE PLATE 1/a" LARGER THAN THE SEE PLAN C DIAMETER OF THE THREADED ROD USED. WHILE LH FULL HGT ANCHOR PER PLAN. SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS --- {I (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE O O Luis A. Pontigo, PE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED FI_ PE#53311 IN HOLE. RODS MAY BE SLANTED FROM TRUE © FULL HT. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ANCHOR AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE AT SILL PLATE AT TOP PLATE SECURED OVER THE WASHER TO A SNUG-1TGHT FIELD ALTERATION CONDITION PLUS ONE-HALF TURN OF A STANDARD CONTRACTOR SHALL CONTACT LOU WRENCH (APPROXIMATELY 30 FT. -LBS. OF TORQUE). FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO SHRINKAGE AND COMPRESSION OF BUILDING FROM THE INTENT OF THE ORIGINAL CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. THREADED © OD 0 O ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION 3/8 1/2 "0 1/2 „0 2x2x1/8 " 4" 4" 2" 3" CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 1/2 5/8"0 9/16 "b 3x3x1/4" 6" 6" 2Y2" 3" 5/8 3/4„0 3/4"o 3x3x1/4" 7.5” 10" 2Y2„ 3" CONC CMU CONIC CMU THREADED ROD INSTALLATION CHART /*`1� FULL HEIGHT WOOD FRAME WALLI ANCHORING SYSTEM S2.2 IF TRUSS REACTION EXCEEDS n �nnii_ _ nn�nnr nninni r C`TI Inc` HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT ANCHOR PER PLAN. F1 \ EXTEND SHEATHING VERT. YID TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE HEEL 1'-0" SPECIFICATIONS BELOW. PRE—ENGINEERED WOOD ROOF TRUSSES. 2x SPF BLOCKING RIPPED TO FITL WITH GAP SHOWNI j < ca _ I� UPLIFT CONNECTOR, SEE PLANFULL HEIGHT SHEATHING MAY ANCHOR TERMINATE AT TOP OF DBL. TOP PLATE. TYPICAL CONNECTION �EEL HEEL < 5" 5" < < 1'-0" TYPI AL ROOF TRUSS CONNECTION SCALE: N.T.S 2x8 P.T. SY! #2 NAILER FASTENED TO TOP OF WALL w/3/6"x3" TAPCONS I' @ 12" O.C. WHEN 5 HEADER TIE DOWN gOTED S2.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON FLAN HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LSTA18 @ 32" O.C. B SEE PLAN C (2)CS16 STRAPS D FULL HGT ANCHOR PER PLAN. 2x4 SYP#2 HORIZ. BRACING @ 24" O.C. BETWEEN OUTER WALLFLOOR SHEATHING, & FIRST INTERIOR TRUSS. NAIL SEE SP CIF "T'�" EACH END w/ 3-0.131x3" NAILS (TYP) 16d @ 8" O.0 FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ ENGINEERS 3-10d COMMONS N FLOOR TRUSS, ---- ---— SEE PLAN CEILING 1 LINE WALL FRAMING FLOOR TRUSS PARALLEL FLOOR TRUSS AT WALL FRAMIN S2.2/ 16d @ 8" O.C. ;ONT. RIBBON OARD (TYP) ALL FRAMING--/ FLOOR TRUSS PERPENDICULAR DBL. TOP PLATE 6" MAX 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF PORCH IS AT 2ND LEVEL. OPTION A DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER MAX 1 0 o 0 0 0 8 -GUN 0 NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF PORCH IS AT 2ND LEVEL. 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(WOOD) 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP PLATE w/ 10d @ 4" O.C. SHEATHING, ;PECIFICATIONS V HEADER END PARALLEL PORCH HEADER & SUPPORT TO WALL PERPENDICULAR POST, PER PLAN. TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST: ABU44 1 Odx1Y2" EA. END �\ BELOW STRAP W/11- 6x6 POST: ABU66 PORCH HEADER, SEE PLAN 10dx1Yz" EA. END CONCRETE FOOTING OR CMU WALL/ LINTEL I TS16 TRAPS PLAN VIEW OF PORCH HEADER AT CORNER POST I I I j� (2)MSTA24 STRAPS MSTA24 5/8" ROD I STRAPS EPDXIED 8" MIN < PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER AT POST AT POST PORCH SHEATHING SPECIFICATIONS: 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS (WOOD) S2.2 SCALE: 3/4" = V-0" SYP#2 2x4 NAILER FASTEN BOT. CHORD w/ 0.131> FASTENED TO SHEATHING w/ •t: •Gr ROOF TRUSS. \ R TRI, 2x4 SYP#2 CATS AT 12" O.C. FASTENED TO �OP PLATE w/ 4-0.131x3" 1111 COMMON. MA 7 SHEATHING FASTENED TO TOP PLATE w/ 10d @ 3" O.C. FASTEN CATS EACH 2x SYP#2 CONT. ATTACH END w/ 3-0.131x3" \-TO TOP PLATE AND TRUSS COMMON TOE NAI S w/ 0.131x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL OR-Aj SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B 9 SHEARWALL ATTACHMENT AT ROOF Et FLOOR 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING PER SPEC WOOD ROOF TRUSS PER PLAN. SEE 2/S2.2 FOR FRAMING AT DIFFERENT HEEL HEIGHTS Y2"x12" ANCHOR BOLT WITH 2" 90` HOOK. OR 1/2"0 THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. _UPLIFT STRAP PER PLAN 2x8 P.T. PLATE. 8" CMU WALL PER PLAN ROOF TRUSS CONNECTION AT MASONRY USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. I:•I SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER I' AND LEDGER TO ROOF MEMBER. THESE STRAPS 2x4 SPF#2 I'I MAY BE OMITTED BLOCKING WHEN OVERFRAME ALT. TO BOTH H3 ABOVE RAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. WHEN 7 DECK LEDGER AT OVERFRAME RAFTERS NOTED S2.2 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. FLOOR DECK 1 O @4"O.C. 2x4 SPF FLOOR ALL AROUND 7/16 " OSB FRAMING BLOCKING PANNEL INTERIOR SYP#2 2x4 NAILER SHEARWALL. FASTENED TO TRUSS BOT. CHORD w/ (2) ROWS 0.131x3" @ 3" O.C. ROOF TRUSS. ALTERNATE E 7/1F " OSB DIAPHRAGM FASTEN TO NAILER w/ (1) ROW 8d @ 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS SW -2 OF 8d @ 3" O.C. ALTERNATE D 16d NAILS (TYPICAL) 2x4 SPF#2 CONTINUOUS LEDGER FASTENED TRUSS WEBS w/3 -0.131x3" COMMON. 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 FLOOE TRUSS. FASTEN CATS EACH \ 2x4 SYP#2 CATS AT 1 END w/ 3-0.131x3" O.C. FASTENED TO TOF NAILS @ 6" O.C. PLATE w/ 4-0.131x3" SHEARWALL OR COMMON. EXTERIOR WALL ALTERNATE F Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax, 241-9557 FL: CA # 8344 SC: CA# 3579 ,.,F, 0N , No. 5` - m * STAT OF ' co Luis A. Pontigo, PE FI_ PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI— 8-00302 SHEET 52.2 SHEETI O of 14 TOP PLATE TO STUD H2.5T @ 32" ON -CENTER 2ND STORY , TOP PLATE ELEV. MSTA48 OR CS16 STRAP @ 48" ON -CENTER (2)MSTA48 OR CS16 STRAP EACH END OF WALL SEGMENT 2ND FLOOR ELEV. h 1ST FLOOR TOP PLATE ELEV. FULL HEIGHT ANCHOR. SEE PLAN FOR SIZE AND SPACING ROOF I-RAMING UPLIFT CONNECTOR L H2.5T TOP & BOT. OF CRIPPLE A24 STRA D EACH STUD @ 32" O.C. SIDE OF EADER (2)MSTA48 OR CS16 STRAPS 1 CONVENTIONAL STRAPPING OVER HEADER S2.3J SCALE: 3/4" = 1'-0" FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE w/ NUT AND WASHER. CONVENTIONALLY STRAP WHERE NOTED ON PLAN CONVENTIONALLY STRAP WHERE NOTED ON TLAN 24 STRAP EACH SIDE OF HEADER WHERE ANCHOR IS SPECIFIED ON PLAN ADJ. TO GIRDER/BEAM LOCATE ANCHOR WITHIN 6" OF POST. I I I I I II I I I I I I I I\! POST, PER PLAN I I I II I I I I I I I II I I I I I I I II I I I I I I I II I I I I I SOLID BLOCKING I I I WITHIN FLOOR I I I I IUr rLAIL IU JIUU H2.5T @ 32" ON -CENTER BOT PL1ATE TO TRUSS Y4"X3X"i A ^ C-^nr1Ai WITH R0 AT EACH F STUDS TO TOP PLATE "^T PLATE: TRUSSES PERPENDICULAR TO WALL ABOVE BOT PLATE TO TRUSS Y4"x3Y2" LAG SCREW STUD TO BOT PLATE: WITH ROUND WASHER SIMPSON H3. AT 24" 0.C. @ 32" 0.C. W�SHER DOUBLE TOP P LIA TE iRU (TYP) 4-- — 1--1--- --4– -- STEEL COUPLER IFLOORIS OR JOIST I (OPTIONAL, LOCATE — — — — —_X— ——j--1�4-------j-------I AS NEEDED) 2 CS16 �)I I I(TYP)I HEADER,TYPICAII POST TOMATCHPOST ABOVE6"MAX. FROM INSTAL 1-STORYSEE TABLE AT RIGHT KING STUD THREA ED RODS FOR EPDXY ENBEDMENT WHER 2 -STORY RODS AND EDGE DISTANCE. CANN T BE INSTALLED FULL HEIGHT ANCHOR PLACE ENT DIAGRAM SOLE PLATE ANCHORS [DER SCHEDULE FULL HEIGHT WOOD FRAME W LL ANCHORING SYSTEM S2.3 FULL HEIGHT THREADED ROD SE_ PLAN TRUSS PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r PLAN UPLIF I CONNECTOR SEE PLANDOUBLE SOLE FULL HT. TOP PLATE. TE FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FOUNDATION, PER PLAN. I EMBEDMENT DEPTH C FULL HEIGHT ANCHOR WALL SECTION PLA ANCHOR �- WALL STUD q� OR POST. ELEVA 0 C' AT SILL PLATE FULL HT. ANCHOR FULL HT. ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED © C C ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 "0 BOT PL1ATE TO TRUSS Y4"X3X"i A ^ C-^nr1Ai WITH R0 AT EACH F STUDS TO TOP PLATE "^T PLATE: TRUSSES PERPENDICULAR TO WALL ABOVE BOT PLATE TO TRUSS Y4"x3Y2" LAG SCREW STUD TO BOT PLATE: WITH ROUND WASHER SIMPSON H3. AT 24" 0.C. @ 32" 0.C. W�SHER DOUBLE TOP P LIA TE iRU (TYP) 4-- — 1--1--- --4– -- STEEL COUPLER IFLOORIS OR JOIST I (OPTIONAL, LOCATE — — — — —_X— ——j--1�4-------j-------I AS NEEDED) 2 CS16 �)I I I(TYP)I HEADER,TYPICAII POST TOMATCHPOST ABOVE6"MAX. FROM INSTAL 1-STORYSEE TABLE AT RIGHT KING STUD THREA ED RODS FOR EPDXY ENBEDMENT WHER 2 -STORY RODS AND EDGE DISTANCE. CANN T BE INSTALLED FULL HEIGHT ANCHOR PLACE ENT DIAGRAM SOLE PLATE ANCHORS [DER SCHEDULE FULL HEIGHT WOOD FRAME W LL ANCHORING SYSTEM S2.3 FULL HEIGHT THREADED ROD SE_ PLAN TRUSS PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r PLAN UPLIF I CONNECTOR SEE PLANDOUBLE SOLE FULL HT. TOP PLATE. TE FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FOUNDATION, PER PLAN. I EMBEDMENT DEPTH C FULL HEIGHT ANCHOR WALL SECTION PLA ANCHOR �- WALL STUD q� OR POST. ELEVA 0 C' AT SILL PLATE FULL HT. ANCHOR FULL HT. ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED © C C ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 "0 1/2 "0 2x2x'/8 " 4„ 4„ 2>, 3„ 1/2 5/8"0 9/16 3x3x'/4" 6„ 6„ 2Y2" 3„ 5/8 3/4„0 3/4"o 3x3x1/4” 7.5" 10„ 2Y2" 3„ MONO STEM MONO STEM THREADED ROD INSTALLATION CHART 2x4 BLOCKING. FASTEN EACH END w/3 -10d TOENAILS ROOF TRUSS 6-10d COMMONS 2X6 ANGLE BRACE 2X4 T–BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON–CENTER 2x4x6' SYP#2 LATERAL BRACE EA. X–BRACE w/ 2-16d INTO BOTTOM CHORD OF EA. TRUSS. GABLE END BRACING 4-12d TOE NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS @ 24" O.C. VH3 OR H2.5T HURRICANE CLIP @ EA OUTLOOKER TO TRUSS. WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK @ EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2–H2.5T j 0.131 x3" TOE NAILS @ 8"O.C. I FROM BOT. CHORD OF TRUSS ` TO DBL. TOP PLATE I 8-10d j LSTA12 @ 48" O.C. OR DBL TOP PLT COMMONS TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 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 Y8" 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 1/4" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (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 THE WASHER TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 p.. IN ST TE OF �O Luis A. Ponti3o, PE FL PF#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET OFFICE COPY S2.3 SHEET 11 OF 14 nETAIL OMITTED A) ) DETAIL OMITTED OMITTED ) ) OMITTED, 1 STEMWALL AT GARAGE 2 STEMWALL AT GARAGE AD). TO HOUSE S2.4 SCALE: 3/4" = 1'-0" S2.4 SCALE: 3/4" = 1'-0" 6x6 P.T. FASTEN BASE OF SYP#2 POST 6x6 P.T. SYP#2 POST w/ ABU66 f w/ ABU66 POST SET DIRECTLY --\ TYPICAL WALL FRAMING ON PORCH BEAM w/ Y2"O THREADED " AND ANCHORAGE PER gCMU OPEN BOT OM ROD EMBEDDED 8" CONSTRUCTION SPECS. INTO CMU WALL a. LINTEL BLOCK w/ 1—#5 CONT. FASTEN POST TO • BEAM w/ (2)MSTA24 WATER PROOFING BY BUILDER. WATER PROOFING NOT WITHIN SCOPE (1)#5 CONTINUOUS, PROVIDE BEAM PER OF LO PONTIGO &ASSOCIATES. CORNER BARS (TYPICAL) PLAN 12" HOOK INTO SLAB. D ---CKING P R ARCH. a SLAB ON GRADE, SEE PLAN. 8" CMU WALL w/ SLOPE \\\\\\\ (2)PA28 EMBEDDED #5 @ 24" O.C. IN STRAPS. FASTEN TO GROUT FILLED CELLS. � / � � a LEDGER DECK JOISTS LEDGER PORCH BEAMS PER PLAN PER PLAN PER PLAN a ° 8" CMU WALL w/ #5 © 24" O.C. IN GROUT FILLED CELLS. SEE FO N D A TI ON//�//�/r/�//�//\ ° //�//\/// SEE FOUNDATION \DETAILS ON S1.01 \/\\/\\ \\/ \\/\ DETAILS ON S1.01 \\ \\\ \\\ .\\.\NN c EMBED DOWEL BARS AI 5 DECK SECTION S2.4 SCALE: 3/4" = 1'-0" DECK SECTION SCALE: 3/4" = 1'-0" IS STEMWALL AT GARAGE w/ CANTILEVER TRUSS SCALE: 3/4" = 1'-0" WATER PROOFING BY BUILDER. FASTEN POST WATER PROOFING NOT WITHIN SCOPE TO BEAM w/ OF LOU PONTIGO & ASSOCIATES. HTS16 EA. SIDE SOLID P.T. WOOD BLOCK BENEATH POST SLOPE DECKING PER ARCH. DECK JOISTS LEDGER 8"x8" CMU PIER PER PLAN PER PLAN w/ 2—#4 VERTICAL, 8" CMU WALL w/ SEE DETAIL AT RIGHT. #5 @ 24" O.C. IN GROUT FILLED CELLS. 36"x36"x12" CONCRETE FOOTING w/3—#5 EA. WAY BOT. ELEVATION MEW- STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. SLAB ON RADE, ° SEE PLAN. S.S. WOOD SCREWS DECK JOIST EACF SIDE OF POST (TYPICAL; Ef,aEl (2)PA28 EMBEDDEC STRAPS. FASTEI` /��i \`/>� TO PORCH BEAty CMU PIASTER \\/\ USING PILASTER BLOCK \�\ 8„x8„ — 2—#4 .a ° �\ w Z�SEE FOUNDATION DETAILS ON S1.01 LUS28 PLAN TS16 A. SIDE (2)MSTA24 ✓I EW OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 O/V��',,,, 'vJ� GENSF CD No. 311 � tit STATE �. < 0R��.• Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE BUILDING 1 REVISIONS 8'09'1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET 52.4 SHEET 12 OF 14 00 N 0 N 00 FULL DEPTH BLOCKING BETWEEN EVERY OTHER ROOF RAFTER @ EA. SIDE. SHEATHING FASTEN TO RAFTER w/ (4)10d TOE—NAILS BEAM PER PLAN STRAP BEAM TO CMU COLUMN w/ (2)HTSM16 EA. END. 12"x12" CMU COLUMN w/ (4)#4 VERTICAL AT CORNERS. GROUT FILLED SOLID GRADE 2x10 SYP#2 ROOF RAFTERS @ 16" O.C. STRAP ROOF RAFTERS TO BEAM w/ H2.5T STRAROOF RAFT RS TO BEAM w/ H2.5T r .. 12"x12" CMU COLUMN w/ . (4)#4 VERTICAL AT CORNERS. GROUT FILLED SOLID d CD e < Z Z J J e 4" SLAB Q Ln ON GRADE r N N 1 COVERED PATIO SECTION S2.5 SCALE: 1/2" = 1'-0" 3—#5 EA. WAY BOTTOM .�—. --,- %---% -1--N-rN--N -N --, .�. DETAIL OMI "3 GARAGE STAIRCASE SECTION S2.5,J SCALE: 1/2" = 1'-0" D 3—#5 EA. WAY BOTTOM 4 d. BEAM PER PLAN STRAP BEAM TO —CMU COLUMN w/ (2)HTSM16 EA. END. 12"x12" CMU COLUMN (4)#4 VERTICAL AT CORNERS. GROUT FILLED SOLID GRADE FULL DEPTH BLOCKING BETWEEN EVERY OTHER ROOF RAFTER © EA. SIDE. SHEATHING FASTEN TO RAFTER w/ (4)10d TOE—NAILS BEAM_/ e PER PLAN STRAP BEAM TO CMU COLUMN w/ (2)HTSM16 EA. END. e F 12"x12" CMU COLUMN w/ (4)#4 VERTICAL AT CORNERS. GROUT FILLED SOLID GRADE 2x10 SYP#2 ROOF RAFTERS @ 16" O.C. STRAP ROOF RAFTERS TO BEAM w/ H2.5T 12" CMU WALL PER PLAN a e d 36, 2 COVERED PATIO SECTION SCALE: 1/2" = 1'-0" 3—#5 EA. WAY BOTTOM 4" SLAB ON GRADE w .d: DETAI L OMITTED 0 STRAP ROO,.e RAFTERS TO --J BEAM w/ H2.5T a. a.. a d BOND BEAM AT TOP OF WALL rPER 8/S1.01 e BEAM PER PLAN STRAP BEAM TO —CMU COLUMN w/ (2)HTSM16 EA. END. 12"x12" CMU COLUMN w/ (4)#4 VERTICAL AT CORNERS. GROUT FILLED SOLID 12"Z-2" CMU COLUMN (4)#44 VERTICAL AT CORNERS. GROUT FILLED SOLID N . < a . y / 00 ,3—#5 EA. WAY BOTTOM D GRADE OFFICE CO11, r"%i' Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 cNSFC�; No. NlwL� TEOF •' C fill Luis A. Pontigo, PE FI. PF#53311 REVISIONS DATE ZLBUILDING REVISIONS 08.09.1 LLL�L]_ FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGD 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m (n N C3 N m Z N J t� � Q .w O U J w _ O CO O � Q J Z Q Ln f - N Q ° . .. a. a e d 36, 2 COVERED PATIO SECTION SCALE: 1/2" = 1'-0" 3—#5 EA. WAY BOTTOM 4" SLAB ON GRADE w .d: DETAI L OMITTED 0 STRAP ROO,.e RAFTERS TO --J BEAM w/ H2.5T a. a.. a d BOND BEAM AT TOP OF WALL rPER 8/S1.01 e BEAM PER PLAN STRAP BEAM TO —CMU COLUMN w/ (2)HTSM16 EA. END. 12"x12" CMU COLUMN w/ (4)#4 VERTICAL AT CORNERS. GROUT FILLED SOLID 12"Z-2" CMU COLUMN (4)#44 VERTICAL AT CORNERS. GROUT FILLED SOLID N . < a . y / 00 ,3—#5 EA. WAY BOTTOM D GRADE OFFICE CO11, r"%i' Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 cNSFC�; No. NlwL� TEOF •' C fill Luis A. Pontigo, PE FI. PF#53311 REVISIONS DATE ZLBUILDING REVISIONS 08.09.1 LLL�L]_ FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGD 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SPECIAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S2.5 SHEET 1 3 o4 a N N N 0 N 7 00 m (n N N m w N J t� � Q 2 O U n w L,r) O CO O � Z Q f - Q SPECIAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME WEBER RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 04.10.18 CONTROL NO. 6791 SCALE AS NOTED LPA NO. OSSI-18-00302 SHEET S2.5 SHEET 1 3 o4 a N N N 0 N 7 00 d J \J DET ROOF W z m Q O SPECIAL Q OCn A m DETAILS SHEATHING j DOOR PER ARCH I I I I SEE DETAIL I 5/S1.01 12 AN NAME WEBER RESIDENCE DESIGN/DRAWNCH ECKED 3 !da " d ' Z O 0 ° ., ` ° ... . ' p0 Q I TRUSS CONTROL NO. (-i CD L _ _ _ 6791 SCALE AS NOTED DETAIL A LPA NO. Al A OSSI-18-00302 SHEET OFFICE COPY S2.6 SHEET14 O4 Td fir. a .. ..° ♦° , °_ . dT_—�. ,. e$ °♦-� ♦ d •—Q— d ° d y G . , d y ! e a.y_ ♦,' .. ,. , 4 ray .. 14 1 d_�. ♦ �_ e d __ d— dA °,� 4. C ^ Q J' ij 16" DEEP BOND BEAM J M om w/ 1-#5 TOP & 0 BOTTOM CONTINU US C z O m IL PROVIDE #5 @ 16" O.C. CENTERED EA. BOND BEAM AT FACE VERTICALLY IN GROUT FILLED CELLS IF TOP OF WALL 8" CMU WALL PER 8/S1.01 PER PLAN Q J � z pO W � J -7 -T- 7-- d J \J Q Z 0 W z m Q O SPECIAL Q OCn m 1 GABLE END WALL Et ROOF DETA L S2.6 SCALE: 1/2" = 1'-0" TRUSS A2 BEYOND 2x8 SYP#2 BALLOON FRAMED RAKED WALL w/ STUDS 16" O.C. -� II II II ,, (2)2x8 HEADER III HANG HEADER EA. END INTO STUDS w/ HUC28-2 HANGER (3)PLY 7.25" LVL \\--2x8 SPF#2 FULL HEIGHT JACK STUD KING STUDS SIMPSON Li 120B EA. SIDE RECESSED INTO SLAB w/ Y2" THREADED ROD EPDXIED 4" MIN. DET A ROOF �SHFATHING I I ' I 32 3 2X6— x6 1 1 / A35 A35 2x8 SYP#2 BALLOON FRAMED RAKED WALL w/ STUDS @ 16" O.C. SHEARWALL / / (3)PLY 7.25" LVL SHEARWALL / FULL HEIGHT / KING STUDS / / 2x8 SPF#2 JACK STUD / SIMPSON LTT20B EA. / SIDE RECESSED INTO / SLAB w/ Y2 THREADED ROD EPDXIED 4" MIN. / /� F. a / "/z /\\/ \/\\/\/\77 /\\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ // / / �\ice\ice\ice 2 GABLE END WALL Et ROOF DET IL S2.6 SCALE: 1/2" = 1'-0" 00 0 :z z� �0 Z 0 0 L- 0 (4)12d TOE -NAILS (2 EA. SIDE) ROOF SHEATHING ROOF TRUSSES BY OTHERS H2.5T @ 32" 0. C. BALLOON FRAMED RAKED WALL w/-1 STUDS @ 16" O.C. 2x8 P.T. SYP#2 PLATE w/ Y2"O THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT @ 24" O.C. w/ 2x2xY8" PLATE WASHER 8" CMU WALL w/ #5 @ 16" O.C. IN GROUT FILLED CELLS. C z0 w Q m to #3 TRANSVERSE @ 48" O.C. OR ROD CHAIRS H2.5T AT EA. OUTLOOKER 2x4 SYP#2 OUTLOOKER @ 24" O.C. SLOPED I HEADER I WINDOW PER ARCH 16" DEEP BOND BEAM w/ 1—#5 TOP & BOTTOM CONTINUOUS #5 VERTICAL @ 24" O.C. #5 @ 16" O.C. DOWELS EA. FACE CONCRETE FOOTING x24" \ ' (2)#5 CO T. DETAIL A ROOF SHEATHING TRUSS A2 H2.5T @ 32" O.C. TRUSS Al 2x8 SYP#2 SLOPED BALLOON FRAMED HEADER i RAKED WALL w/ STUDS @ 16" O.C. I 1 WINDOW I PER ARCH I 2x6 SYP#2 EA. FACE NAIL 1ST PLY TO FACE w/ 10d @ 6" O.C. NAIL 2ND PL\ (2)PLY 7.25" LVL TOP & BOTTOM -ASTEN BOX SEAM TO JACK STUDS w/ A35 Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 NSF O NO. 11 STATE OF : 4Z� OFFS COR�..•����;, N A\- Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO &ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAV RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m N N m J � Q 2 U O n- w L,r) o m Lf) L) O � Z Q J Q N 00 N 0 N M TO 1ST PLY w/ (2)ROWS 10d I @ 12" O.C. STAGGERED. SPECIAL DETAILS SLIDING GLASS j DOOR PER ARCH I I I I SEE DETAIL I 5/S1.01 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. AN NAME WEBER RESIDENCE DESIGN/DRAWNCH ECKED CS / KM / LAP !da " d ' Z O 0 ° ., ` ° ... . ' p0 Q I DATE 04.10.18 CONTROL NO. (-i CD L _ _ _ 6791 SCALE AS NOTED DETAIL A LPA NO. OSSI-18-00302 SHEET OFFICE COPY S2.6 SHEET14 O4 I-------------20' 4'1"5 i- F------------20'--------------,---------14'------- -- --------------------- ----------16'---------------8'-----, 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 904-242-0908 LICENSE NUMBER: 53311 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROMATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB AREAS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 FLOOR TRUSS THA422 FL10447.6 © PLATE HGHT 9-1-2 ® PLATE HGHT 19-7-0 U3 a E � m Lu d' c 11 y -2- < - < o £ t - - W - o_ U-12 d ° U rn � d u 0 2 z a L ¢SQ _ Za 76 Zm �_ u w �E -M.2 o - � QE, d�� 8 2 3d o JOB: 494318 O LOC: 390 PLAZA PLAN: WEBER �/'� u ) DESIGNER: BDE 06 PITCH: 3/12 OVERHANG: 16" Ln -1 FLOOR SYTEM: 16" SYS42 W rn 0 WIND CODE: 130 MPH EXPOSURE C CLOSED "i 1 ALL TRUSS PLATES ARE ALPINE PLATES U N"� APPROVAL # 1999-3 _> co m o � ENGINEER OF RECORD LUIS PONTIGO a m Q 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 904-242-0908 LICENSE NUMBER: 53311 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROMATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB AREAS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 FLOOR TRUSS THA422 FL10447.6 © PLATE HGHT 9-1-2 ® PLATE HGHT 19-7-0 U3 a E � m Lu d' c 11 y -2- < - < o £ t - - W - o_ U-12 d ° U rn � d u 0 2 z a L ¢SQ _ Za 76 Zm �_ u w �E -M.2 o - � QE, d�� 8 2 3d o