Loading...
320 10th St RES19-0057 DRWGS 4DESIGN CRITERIA & LOADS SHEATHING SPECIFICATIONS__ TYPICAL MEMBER FASTENING MATERIAL SPECIFICATIONS DESIGN CODE:- T BLE 5: WALL SHEATHING 2017 FLORIDA BUILDING CODE RESIDENTIAL. AND CURRENT RFFFRFNCFD TABLE 9: WOOn MFMRFR FACTFNINC; q Hmi IIF UUULS ANU S IAINUAKUS TABLE 1: FLOOR AND ROOF LOADING LOAD TYPE/PLACEMENT FLOOR (Cd = 1.0) ROOF (Cd = 1.25) TOP CHORD DEAD 10 PSF 7 PSF (SHINGLES) 20 PSF (TILE) TOP CHORD LIVE 40 PSF 20 PSF BOTTOM CHORD DEAD 5 PSF 5 PSF BOTTOM CHORD LIVE 5 PSF �10 PSF SPECIFICATION LIVE LOAD TYPICAL NAILING SHEARWALL NAILING MIN. 7/16", 24/16, ARA RATED OSB 8d COMMON @ 8d COMMON @6" OR PLYWOOD SHEATHING 0.75" MAX DEFLECTION UNDER ANY CASE O.C. EDGE, 3" O.C. EDGE, SHANK 8d RING SHANK @ 6" O.C. FIELD 6" O.C. FIELD WALL SHEATHING NOT S: 1. FLEXIBLE FINISH IN WOOD, CEMENT OR VINYL SIDING, HARDI PANEL AND BRICK. ALL THEIR SIDING SHALL BE CONSIDERED BRI TLE FINISH 2. SHEATHING MUST' EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER PLY OF DOUBLE OP PLATE 3. SHEATHING MAY 3E INSTALLED HORIZONTALLY OR VERTICALLY 4, PANEL EDGE BLOT KING IS REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH. FLOCKING SHALL BE F1 AT 2x4 SPF#2 OR BETTER FASTENED EA EN D W/ (3) 10d TOE -NAILS FLOOR AND ROOF LOADING NOTES: 5. VERT. AND HORI SHEATHING GAPS SHALL BE MIN. Y$" AND MAX. 5/s" 1, ROOF TRUSS MAY BE DESIGNED WITH ROOF BOTTOM CHORD LIVE TABLE 6: ROOF SHEATHING LOAD (10 PSF) APPLIED NON -CONCURRENTLY WITH ROOF TOP CHORD LIVE LOAD (20 PSF) 2. ROOF TRUSS BOTTOM CHORD LIVE LOAD SHALL BE INCREASED TO 20 PSF AT ATTICS WITH LIMITED STORAGE. REACTIONS SHALL BE REDUCED PER ASD LOAD COMBINATION D + 0.75 (L + Lr) 3. FLOOR TRUSS TOP CHORD LIVE LOAD SHALL BE INCREASED TO 60 PSF AT ALL GAME ROOMS AND BALCONIES 4. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5 PSF TOP AND BOTTOM CHORD DEAD LOAD. TABLE 2: ROOF AND FLOOR DEFLECTION CRITERIA FRAMING TYPE LIVE LOAD TOTAL LOAD ROOF L/240 L/240 FLOOR L/360 L/240 0.75" MAX DEFLECTION UNDER ANY CASE SPECIFICATION TYPE EXPOSURE CATEGORY TYPICAL NAILING GABLE END WAILING FACE NAIL (3) SHINGLE: MIN. '/16 ", .24/16, 8d RING SHANK 8d RING SHANK @ 4" APA RATED OSB OR !PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING (4) 10d @ 2x8 6" O.C. FIELD WITHIN 4' OF ROOF END TILE: MIN. 15/32", 32/14, APA 8d RING SHANK 8d RING SHANK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING ! 6" O.C. FIELD WITHIN 4' OF ROOF END METAL: MIN. Y2", 32//4, APA 8d RING SHANK 10d RING SH,lgNK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING RAFTER TO RIDGE 6" O.C. FIELD WITHIN 4' OF ROOF END MEMBER CONNECTION TYPE EXPOSURE CATEGORY FASTENERS BUILDING RISK CATEGORY TOP PLATE TO TOP PLATE FACE NAIL (3) ROWS 1 O @ 12" OC STAGGERED TOP PLATE LAP FACE NAIL (16) 10d EVENLY SPACED TOP PLATE TO STUD (BOTTOM PLY OF DOUBLE TOP PLATE END NAILED) END NAIL (2) 1Od @ 2x4 WALL (3) 1Od @ 2x6 WALL (4) 10d @ 2x8 WALL STUD TO BOTTOM PLATE TOE NAIL (3) 10d @ 2x4 WALL (4) 10d @ 2x6 WALL (5) 10d @ 2x8 WALL RIM BOARD TO TOP PLATE TOE NAIL 10d @ 6" OC CEILING JOIST TO TOP PLATE TOE NAIL (5) 10d CEILING JOIST TO RAFTER FACE NAIL (8) 10d TRUSS/RAFTER TO TOP PLATE TOE NAIL (2) 12d COMMON JACK RAFTER TO HIP TOE NAIL (3) 10d RAFTER TO RIDGE TOE NAIL (3) 10d BOTTOM PLATE TO RIBBON .-[FACE NAIL 16d COMMON @ 8" O.C. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301, 318 AND ALL OTHER APPLICABLE REFERENCED STANDARDS. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. CONCRETE MASONRY SPECIFICATIONS: MASONRY SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH ACI 530, AC1530.1 A ASTM C90. MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING, GRADE N, TYPE 1, NORMAL WEIGHT, WITH A INIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT AND MORTAR SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE ASTM C476, AS M C1019, ASTM C270. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND A MA MUM COURSE AGGREGATE SIZE OF 3/s" PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL BE TYPE M OR S. CELLS CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED IN 5'-0" MAXIMUM LIFTS. WHEN LIFT HALL EXCEED 5-0", PROVIDE CLEAN OUTS IN BOTTOM COURSE OF MASONRY WALL. CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK & HOLLOW BRICK, RESPECTFULLY. TYPE N MORTAR MAY BE USED IN BRICK VENEER. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GR DE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. WOOD MEMBER FASTENING NOTES: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZ D OR 1. FASTENERS NOTED ON PLAN SHALL SUPERCEDE THE ABOVE TABLE BETTER. 2. SEE DETAIL 1/SO.1 FOR TYPICAL BUILT UP MEMBER FASTENING REQUIREMENTS RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAM TER ROOF SHEATHING NOTES: MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD-SIZ . (UON) 1. ROOF SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION TABLE 10: NAIL SIZE LEGEND PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED I 3. SEE DETAIL 1 /SO'.0 TABLE 3: WIND LOADING BASIC WIND SPEED (ASCE 7-10) 130 MPH EXPOSURE CATEGORY D BUILDING RISK CATEGORY II BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT ±0.18 Cd 1.6 COMPONENTS AND CLADDING SEE TABLE 4 TABLE 7: FLOOR SHEATHING FLOOR SHEATHING NOTES: 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR 0 THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1 /SO.O * SHEATHING GAP: NAIL LENGTH SPECIFICATION TYPICAL NAILING 2Y2" 0.131" 8d RING SHANK 23/8" 0.113" 1Odx1Y2" 1Y2" 23/32 T&G OSB OR 'PLYWOOD 10d 10d COMMON @ 6" O.C. EDGE, 6" O.C. 0.131" 10d COMMON SHEATHING 0.148" FIELD 3" 0.148" FLOOR SHEATHING NOTES: 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR 0 THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1 /SO.O * SHEATHING GAP: NAIL LENGTH DIAMETER 8d COMMON 2Y2" 0.131" 8d RING SHANK 23/8" 0.113" 1Odx1Y2" 1Y2" 0.148" 10d 3" 0.131" 10d COMMON 3" 0.148" 10d RING SHANK 3" 0.148" 12d COMMON 3Y4" 0.148" 16d COMMON 31/ 0.162" WIND LOADING NOTES: EPDXY: II RED HEAD A7 DUAL CARTRIDGE (MINIMUM EDGE DISTANCE PER MANUFACTURES SPECIFICATI N) FOUNDATION: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD +29.3 -39.3 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOOTINGS HAVE BEEN WELDED WIRE FABRIC (WWF): SHALL BE ASTM A1064. SHEATHING 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WOOD. BORED LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLL WING CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi, PLY WIDTH OF 1., 5" RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OC GENERAL NOTES LOAD COMBINATION: 0.6D + 0.6W EXAMPLE OF � � - 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET PRIOR WIND LOADING NOTES: MIN. /s.. - MAX. W16" BOUNDARY OF NAIL SIZE LEGEND NOTES: FOUNDATION: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. 0 - 10 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD +29.3 -39.3 11 - 50 FOOTINGS HAVE BEEN LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM SHEATHING 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WOOD. BORED DESIGNED WITH A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF. A SOILS INVESTIGATION REPORT B OTHERS IS CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD LAP EA END 11" & FASTEN W/ (10) 10d HOLES SHALL NOT BE GREATER THAN 75% OF THE NAIL DIAMETER RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OC R IN A LOAD COMBINATION: 0.6D + 0.6W EXAMPLE OF � � - 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET PRIOR DISTURBED OR UNSTABLE SOIL, THE EOR SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC AND C HESIVE UNSUPPORTED TO THE APPLICATION OF ANY PROTECTIVE COATING (CLAY) MATERIAL. EXISTING SOIL AND STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. OF 95% MOD IED TABLE 4: COMPONENT AND CLADDING DESIGN PRESSURES (PSF) (UNBLOCKED) PANEL PROCTOR IN ACCORDANCE WITH ASTM D 1557. EFFECTIVE WIND AREA (SQUARE FT) WIND ZONE DESIGNATION INTERIOR ZONE END ZONE 0 - 10 +29.3 -31.8 +29.3 -39.3 11 - 50 +26.3 -28.7 +26.3 -33.1 51 - 100 +24.9 -27.4 +24.9 -30.5 101 - 200 1 +25.6 -26.1 +23.6 -27.8 GAP .IS EXCEEDED, �� I n I I WIND LOADING NOTES: � MEMBERS AUU44 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB Ib UA- VLK IIUALLY, LVLKY WHEN CUUKSE. VERTICAL REINFORCING SHALL BE INCREASED AS NOTED N PLAN. LAP -- 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD ABU66 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB JOINT REINFORCING SHALL BE A MINIMUM OF 6. COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE 1 WALL, ROOF Ft FLOOR SHEATHING NAILING TWIST STRAPS SLABS ON GRADE: PERMITTED CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARD R WITH 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND S0.0 SCALE: 3/4" 1'-0" CONNECTOR FASTENERS JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL IL CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE TABLE 8: PORCH CEILING SHEATHING H2.5T (5) 8d EACH END TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTA ED AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE THROUGHOUT ENTIRE SLAB 11 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS 'k , 4, SPECIFICATION EDGE (TYPICAL) * SHEATHING GAP. MIN. 1j" - MAX. Vis' EDGE NAILING PER TABLE PRESSURES I I ; ; I CONNECTOR SCHEDULE FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELE EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE DRAWINGS. REFER TO ARCHI PLANS FOR ALL DIMENSIONS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" OC OR R PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULA ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICE REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. TRICAL ECTURAL CHAIRS CONCRETE IN FLAT STRAPS AND COIL STRAPS CS18 CONNECTOR FASTENERS LSTA12 (10) 1Od MSTA24 (18) 10d CS16 LAP EA END 11" & FASTEN W/ (10) 10d GAP .IS EXCEEDED, �� I n I I WIND LOADING NOTES: � MEMBERS AUU44 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB Ib UA- VLK IIUALLY, LVLKY WHEN CUUKSE. VERTICAL REINFORCING SHALL BE INCREASED AS NOTED N PLAN. LAP -- 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD ABU66 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB JOINT REINFORCING SHALL BE A MINIMUM OF 6. COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE 1 WALL, ROOF Ft FLOOR SHEATHING NAILING TWIST STRAPS SLABS ON GRADE: PERMITTED CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARD R WITH 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND S0.0 SCALE: 3/4" 1'-0" CONNECTOR FASTENERS JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL IL CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE TABLE 8: PORCH CEILING SHEATHING H2.5T (5) 8d EACH END TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTA ED AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE THROUGHOUT ENTIRE SLAB 11 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS 'k , 4, SPECIFICATION GARAGE DOOR SIZE PRESSURES MIN 3/8" PLYWOOD OR OSB FIELD NAILING PER TABLE 6" O.C. FIELD � � _WALL, ROOF FR FLOOR � FRAMING CS18 LAP EA END 10" & FASTEN W/ (9) 10d J 1 LIVI VVHLLJ k_U1NJ 1 KUU 1 LU w/ MASONRY UNITS S SHALL BE COURSED W/ RUNNING BONDS. STACKED B NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AS SPECIFIED ON PLAN AN CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTI PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS IN ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFO .,,.�> ,. _ _ _ _ _ __ DS ARE AT NS OF 0 EACH CEMENT AT POST BASES (1) CAR 8'x7' +26.0 -32.7 CONNECTOR - FASTENERS (2) CAR 16'x7 ' +24.7 -30.1 ... fill ,I��J"` *ADD FRAMING MEMBER WN�N WAY CN�ATI-TIN GAP .IS EXCEEDED, �� I n I I WIND LOADING NOTES: � MEMBERS AUU44 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB Ib UA- VLK IIUALLY, LVLKY WHEN CUUKSE. VERTICAL REINFORCING SHALL BE INCREASED AS NOTED N PLAN. LAP -- 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD ABU66 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB JOINT REINFORCING SHALL BE A MINIMUM OF 6. COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE 1 WALL, ROOF Ft FLOOR SHEATHING NAILING TWIST STRAPS SLABS ON GRADE: PERMITTED CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARD R WITH 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND S0.0 SCALE: 3/4" 1'-0" CONNECTOR FASTENERS JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL IL CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE TABLE 8: PORCH CEILING SHEATHING H2.5T (5) 8d EACH END TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTA ED AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE THROUGHOUT ENTIRE SLAB 11 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS 'k , 4, SPECIFICATION TYPICAL NAILING (14) 10d MIN 3/8" PLYWOOD OR OSB 8d COMMON @ 6" O.C. EDGE, 6" O.C. FIELD Y2" GYPSUM (WATERPROOF) (16) 1 O WOOD FRAMING SPECIFICATIONS: GREEN BOARD HTS20 5d COOLER @ 6" O.C. EDGE, E." O.C. FIELD / ABBREVIATIONS � [� [� `/ CONNECTOR FASTENERS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL _^ aIlk IL TIP 1 C L /`� U U R E V A34 g 8dx - ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ----; I A TI O N S (> Y2 C PRE-ENGINEERED WOOD TRUSSES: ADJ ADJACENT LVL LAMINATED VENEER LUMBER A35 (12) 8dxY2 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL C MPLY WITH HANGERS NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED T ALL BM BEAM MANUF MANUFACTUREFZ TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRU S PROFILES END ZONE WIDTH 'a' 4 FT CONNECTOR FASTENERS BOT BOTTOM MONO MONOLITHIC ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACT NOT ACTUAL PLAN NG BRIG BEARING OC ON CENTER LUS28 (6) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER PER COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONN CTED WOOD 111 a TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS HROUGH CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD LUS210 (8) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. P PLATE CONT COTINUOUS PERP PERPENDICULAR HU210-2/HUC210-2 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER FROM EA. OTHER. DBL DOUBLE PRE ENG PRE-ENGINEERED HU212-2/HUC212-2 (22) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER ROOF COVERING SPECIFICATIONS: �'ITHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERIN SYSTEM. �� EA EACH PSF POUNDS PER SQUARE FOOT HU410 (18) 16d TO CARRYING MEMBER (10) 1Od TO CARRIED MEMBER ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFAC URER'S EE EACH END PSI POUNDS PER �>QUARE INCH HOLD DOWNS REQUIREMENTS. TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLAI ON CONNECTOR FASTENERS MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WIFH ASTM SCOPE OF SERVICE EOR ENGINEER OF � ECORD PSL PARALLEL STRAND LUMBER E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. QU EMENTS. THE CONTRACTOR SHA L BE MEANS AND METHODS: EQ EQUAL PT PRESSURE TREATED DTT2Z (8) SDS )/4"x2)/2" INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE EW EACH WAY REINF REINFORCING OR Y2"x6" TITEN HD FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR GUARDRAILS AND HANDRAILS: SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EXT EXTERIOR REQD REQUIRED (10) 10d INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" OR SHALL BE DESIGNED PER FBC. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF11 LTT20B Y2%6" TITEN HD MANUFACTURER. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT FBC FLORIDA BUIL TNG CODE SF SQUARE FOOT DOCUMENTS. FDN FOUNDATION SPF SPRUCE PINE FUR HTT5 (26) 16dx2Y2 INTO STUDS/POST W/ 5/g" THREADED ROD EPDXIED 7Y2" PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICA Y DETAILED LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: FT FOOT SYP SOUTHERN YELLOW PINE HDU5 (14) SDS Y4"x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u f U 11 l I�; U d I I U Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 F L: CA # 8344 A. PO MTS12 (14) 10d ON GRADE. 1 DEEP SAWCUTS SHALL PLACED IN A 12x12 GRID WITHIN 4 OF CONCRETE PLACEMENT 12 HOURS HTS16 (16) 1 O WOOD FRAMING SPECIFICATIONS: HTS20 (20) 1 O = ST T OF ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREA FOR WOOD MENT IS FRAMING ANGLES / ABBREVIATIONS � [� [� `/ CONNECTOR FASTENERS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL _^ aIlk IL TIP 1 C L /`� U U R E V A34 g 8dx - ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ----; I A TI O N S (> Y2 C PRE-ENGINEERED WOOD TRUSSES: ADJ ADJACENT LVL LAMINATED VENEER LUMBER A35 (12) 8dxY2 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL C MPLY WITH HANGERS NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED T ALL BM BEAM MANUF MANUFACTUREFZ TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRU S PROFILES END ZONE WIDTH 'a' 4 FT CONNECTOR FASTENERS BOT BOTTOM MONO MONOLITHIC ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACT NOT ACTUAL PLAN NG BRIG BEARING OC ON CENTER LUS28 (6) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER PER COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONN CTED WOOD 111 a TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS HROUGH CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD LUS210 (8) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. P PLATE CONT COTINUOUS PERP PERPENDICULAR HU210-2/HUC210-2 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER FROM EA. OTHER. DBL DOUBLE PRE ENG PRE-ENGINEERED HU212-2/HUC212-2 (22) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER ROOF COVERING SPECIFICATIONS: �'ITHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERIN SYSTEM. �� EA EACH PSF POUNDS PER SQUARE FOOT HU410 (18) 16d TO CARRYING MEMBER (10) 1Od TO CARRIED MEMBER ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFAC URER'S EE EACH END PSI POUNDS PER �>QUARE INCH HOLD DOWNS REQUIREMENTS. TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLAI ON CONNECTOR FASTENERS MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WIFH ASTM SCOPE OF SERVICE EOR ENGINEER OF � ECORD PSL PARALLEL STRAND LUMBER E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. QU EMENTS. THE CONTRACTOR SHA L BE MEANS AND METHODS: EQ EQUAL PT PRESSURE TREATED DTT2Z (8) SDS )/4"x2)/2" INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE EW EACH WAY REINF REINFORCING OR Y2"x6" TITEN HD FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR GUARDRAILS AND HANDRAILS: SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EXT EXTERIOR REQD REQUIRED (10) 10d INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" OR SHALL BE DESIGNED PER FBC. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF11 LTT20B Y2%6" TITEN HD MANUFACTURER. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT FBC FLORIDA BUIL TNG CODE SF SQUARE FOOT DOCUMENTS. FDN FOUNDATION SPF SPRUCE PINE FUR HTT5 (26) 16dx2Y2 INTO STUDS/POST W/ 5/g" THREADED ROD EPDXIED 7Y2" PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICA Y DETAILED LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: FT FOOT SYP SOUTHERN YELLOW PINE HDU5 (14) SDS Y4"x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u f U 11 l I�; U d I I U Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 F L: CA # 8344 A. PO \\,\CE NS " r• O No. o = ST T OF 0 0/v ` N N ... fill ,I��J"` Luis A. Pontio, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J LL Ln 411- Uj LLJ T � Lm0 w T UC7 CDf-Q 0 4< Z n/ mom = Q DESIGN CRITERIA, SPECS, & GENERAL NOTES DONOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPAON9UMBER T0059 DATE 02/13/19 DRAFT/DESIGN/CHECK RJ D/R J D/LA P UNDER ROOF SQFT 5093 SH EET S0.0 SHEET 1 OF 13 z (3) As" FASTENMASTER z (3) 12d TRUSSLOK WOOD COMMON SCREW @ 24 @ 12" O.C. OC EA. SIDE (2)12" OR SMALLER GREATER THAN (2)12" LVL LVL � (3) 5" FASTEN4MASTER FASTENMASTER r`' TRUSSLOK WOOD TRUSSLOK SCREW @ 16" OC WOOD SCREW @ 16" OC (3)PLY (4)PLY LVL LVL :A_1 z (3) 10d @ 12" OC EA. SIDE (2)2x_ (3)2x_ BEAM ;BEAM 12d NAILS FROM OTHER SIDE OF 2nd PLY. (4)10d @ 12" OC EA. SIDE 1/2 �- BEAM ,c- G DEPTH N � 2x6 or 2x8 2x4 POST POST NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POSTS, ETC. 2. SEE FASTENMASTER FOR TRUSSLOK INSTALLATION RECOMMENDATIONS BUILT UP MEMBER FASTENING SCALE: NTS TABLE 11: PENETRATIONS THROUGH STUDS WALL L SIZE STUDS LOAD BEARING OR EXTERIOR WALL BORED HOLE SIZE LOADNON BEARING WALL BORED HOLE SIZE LOAD BEARING WALL NOTCH NON -LOAD BEARING WALL NOTCH 2 3/4" 40% 60% 60% 25% 40% 2 x 4 1 3/ " - 2 )/8"/s„ BORED HOLES 1 3/81, 2 2 x 4 - 2 Y8„ 2 Y8„ �/ ,> 1 3/8„ 2 x 6 2 Y4" - 3 5/s" 1 3/8„ 2 Y4„ (2) 2 x 6 - 3 5/s„ 3 5/6„ 1 3/8„ 2 Y4„ 2x8 2 7/s„ _ 4 3/s„ 1 13,6» 2/8„ 2 2 x 8 - 4 3/8" 4 3/8" 1 13/1 6„ 2 7/8» WALL SIZE HOLE SIZE 2x4 1 3/4" 2x6 2 3/4" 2x8 3 5/$" STUD FACE 8" MIN. 3Y BORED HOLES DIA. 40% OF STUD WIDTH, 60% OF STUD WIDTH IF DOUBLE STUD NOTCH 25% OF STUD WIDTH MAX. 4p n» CLEAR SPAN BEAM HOLE DETAIL 2 ALLOWABLE HOLES IN PSL, LVL AND HEADERS S0.1 SCALE=: 3/4" = 1'-0" (6)10d (4)12d TOE c I COMMONS NAILS (TYP.) 3)/2 STUD FACE ig" MIN. BORED HOLES DIA. 60% OF SPF#2 STUD WIDTH MAX. -NOTCH 40% OF STUD WIDTH MAX. LXI[ RIOR OR NON BEARING BEARING WALL PARTITION PLATES: NOTE: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2,308 9.10 IBC WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1Y2" WIDE (SECTION 2,308 9.8 IBC) IF WALL IS A SHEARWALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) 3 CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES SO.1 SCALE: 3/4" = 1'-0" MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. 6 PERMANENT TRUSS BRACING SO.1 SCALE: 3/4" = 1'-0" SINGLE TRUSS BRACING T -BRACE FASTENED TO WEB w/ 12d @ 6"0. C. T -BRACE TO BE THE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS 2x4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8' -0". - FASTEN w/ 10d COMMONS@ 6" OC 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ (2)16d INTO BOTTOM CHORD OF EA. TRUSS. 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS GABLE END BRACING SCALE: 3/4" = 1'-0" BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT 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 TRUSS 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 REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM 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. NOTES: 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LP'S DESIGN/SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH CONCENTRATED LOADS, PLEASE CONTACT YOUR LPOSOLIDSTART®ENGINEERED WOOD PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN "AREA A"PROVIDED THAT: NO MORE THAN FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE MAXIMUM HOLE SIZE IS 1-1/2" FOR DEPTHS UP TO 9-1/4," AND 2" FOR DEPTHS GREATER THAN 9-1/4." 3. RECTANGULAR HOLES ARE NOT ALLOWED. 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD PRODUCTS DISTRIBUTOR. 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN "AREA B"TO ACCOMMODATE WIRING AND/OR WATER LINES. THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3" FROM THE BOTTOM AND TOP OF THE BEAM. FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID -DEPTH. 7. PROTECT PLUMBING HOLES FROM MOISTURE. DO NOT: CUT, NOTCH, OR DRILLHOLES IN BEAMS/ HEADERS UNLESS R IEWED BY DESIGN PROFESSIONAL EXCEPTION: SMALL HOLES MAY BE DRILLED IN ACCORDANCE WITH THE BEAM OLE DETAILS. L 2x4 SYP#2 OUTLOOKERS @ 24" O.C. H2.5T OUTLOOKER 8d RING SHANK NAILS TO TRUSS TOP CHORD AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 ROOF LEDGER, FASTEN TO ROOF FRAMING WALL SHEATHING UP SHEATHING BELOW W/ (4) 12d NAILS GABLE END TRUSS. 2x6 ANGLE OVERFRAME RAFTERS, SEE PL N. BRACE GABLE END ROOF TRUSS W/ DROPPED TOP CHORD RAFTER TO LEDGER W/ SIMPSON H . LEDGER TO MAIN ROOF MEMBER W H3. I NOT REQD IF RAFTER LENGTH < 48 2x4 SPF#2 II BLOCKING 10D TOE NAILS @ 8" OC MAIN ROOF ALT. TO BOTH H3 ABOVE PROVIDE MTS12 OR CS18 DIRECTLY FROM BOT. CHORD OF MEMBER. BETWEEN OVERFRAMING RAFTER TRUSS TO DBL. TOP PLATE AND MAIN ROOF MEMBER. NOT REQ IF RAFTER LENGTH < 48" I CS16 w/ (9)1Od EA END @ 48" I NOTES: (8)1Od 1. SPACE GABLE END COMMONS BRACING @ 4'-6" MAX. BLOCK TO DBL TOP 2. ALL MATERIAL TO BE SYP#2 PLT W/ (2)H2.5T ?Kin cTnPY TOP PLATE ELEV, SPF#2 STUDS H (TYPICAL) = CD z w J + o J 1ST STORY < TOP PLATE ELEV. = w J LL I - IN SPF#2 INFILL _ SPF#2 INFILL NOTES: 1. SPLICED MEMBER DOES NOT COUNT AS ADDITION STUD WHEN MORE THAN (1) FULL HEIGHT STUD IS SPECIFIED ON PLAN 2. FASTEN STUDS PLYS TOGETHER PER 1 /SO.1 STUD SPLICING SCALE: 3/4" = 1'-0" NOTES: 1. USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, CRICKETS, ETC. 2. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACEN TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 5 OVERFF AME LEDGER SO.jj SCALE: 3/4" = 1'-0" INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN WALL STUDS @ 16" OC OR TRUSS HEEL @ 24" OC LION FRAMING- SYP#2 LEDGER ATTACH TO EACH STUD OR TRUSS HEEL PER SCHEDULE BELOW LEDGER SIZE & NAILING 2x6 w/ 5-0.131x3" 2x8 w/ (4)0.131x3" PLUS (4)1/4 "Ox4Y2" SDS SCREWS 2x10 w/ (4)0.131x3" PLUS (6)1/4"Ox4Y2" SDS SCREWS 2x12 w/ (6)0.131x3" PLUS (6)1/4 "Ox4Y2" SDS SCREWS - FASTEN LEDGER TO EACH WALL STUD OR TRUSS HEEL (MAX 24" OC FASTENING) NOTES: 1. SEE PLAN FOR SPECIFIC LEDGER SIZE 2. INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON LAN 3. TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SH WN FOR CLARITY 8 LEDGER CONNECTION SO.jj SCALE: 3/4" = 1'-0" Lou Ponti-o and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, F1.32250 Ph: 242-0908 FL: CA # 8344 ,w S'• . C ' F No. 5331 ST E F 'Q; ,sS/ONA EN Luis A. Ponti3o, PE F L P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR. REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CH ECK RJ D/R J D/LA P UNDER ROOF SQFT 5093 SHEET so.] SHEET 2 OF 13 EXTEND STEMWALL FOOTING OUT PER 8/S1.0A (CONCRETE STAIRS ARE OPTIONAL) 8 1 S1.0AS1.oA I ALL POST SHALL LANDON STEMWALL CONTRACTOR TO VERIFY.�I I FRAMES MUST BE RECESSED . J `IVL CORNER CRACK B I SEE ARCHITECTURAL PLANS AT SLAB MID -DEP FOR LOCATION OF SLIDING GLASS DOORS. (TYPICAL WHERE SHO PROVIDE INTERIOR AND EXTERIOR -� SA CUTS AT 12'x12' OC PER 3 2/S1.0A. BUILDER TO COORDINATE S1.0A -.1_-. ' W/ FI ISH FLOOR MATERIAL (TYP) { I _ 3'-0"x5'-0" x 12" t3 „ „ 3 „ DEEP FOOTING 6 -8 3)- 5 -0/4 6'- OY4 4 -0/ w/(4)#5 EACH WAY S1.0A S1.0 - i+ - -I -_ 0 -L- -t �'�;-� _ _ F2 ;O - J / I Co 6 _ I - - - _ / S1.0A l; J S1.0A ; 4" CONCRETE SLAB w/ � I FIBERMESH © 1.5 LBS/CU.YD. °O I (I I OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER II ( IN PREPARED GRADE. I - ,t S1.0A {i rx I � 3,_2» 9,_0» ' I II pe CD I- - --- I ; N 4 II In S1.0A i F2.0 S1.OA S1.0A (� 0» __- AR S TH . wN> I I ��- ou i I `I 5'_8y11 5,_2„ 514 lo Li _I 9 AJI ' '. ti, I I I ^ i 4 S1.0 °°00 jit I 1 I I I -t 10 - S1.0A _ I 'I II !I I - - PROVIDE INTERIOR AND EXTERIOR !� SAWCUTS AT 12'x12' OC PER10 -1 2/S1.0A. BUILDER TO COORDINATE l I I I S1.OA W/ FINISH FLOOR MATERIAL (TYP) STAIRS BY I I 10 1 k BUILDER I S1.0A it I 1 1C) ; ALL POST SHALL LAND ON STEMWALL. CONTRACTOR TO VERIFY. 7 S1.0A iI EXTEND 7/S1.0 FOOTING 16 PAST I I 8 GARAGE OPENING I i I s1.0A EXTEND STEMWALL (TYP) I FOOTING OUT PER 8/S1.0A { I (CONCRETE STAIRS ARE OPTIONAL) 7 7 7 1 S1.0 5B S1.0A 513 S1.0A S1.0A S1.0A ' I FOUNDATION PLAN r SCALE: Y411=1'-0" WE Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 m SYMBOLS LEGEND -. CENSF O - - - - DESIGNATES FOOTING LINE No. 53 DESIGNATES SLAB RECESS 7 ST F o FOOTING SCHEDULE M / N TYPE DEPTH WIDTH 130 TOM BARS FL PE#53311 F2.0 1'-O" 2'-0"x2'-0" ( ) #5 EW F2.5 1'-0" 2'-6"x2'-6" ( ) #5 EW F3.0 1'-0" 3'-0"x3'-0" ( ) #5 EW CONTRACTOR SHALL CONTACT LOU F3.5 1'-0" 3'-6"x3'-6" ( ) #5 EW MODIFICATIONS WHICH MAY VARY F4.0 1'-4" 4'-0"x4'-0" ( ) #5 EW FIELD ALTERATIONS MADE PRIOR TO GENERAL FOUNDATION NOTES BEING APPROVED BY LOU PONTIGO 8 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCT RAL ADDITIONAL ENGINEERING OR INFORMATION. SEE ARCH FOR DIMENSIONS INSPECTION FEES. 2. SEE GENERAL NOTES AND SPECIFICATIONS ON S .0 FOR FEATURES NOT INCLUDED WITHIN THIS PLAN. 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACC RDANCE WITH LOCAL BUILDING CODES 4. SOIL AND FILL COMPACTION SHALL BE IN ACCO DANCE WITH GENERAL NOTES AND SPECIFICATIONS PRO IDED ON SO.0 Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 m w=w U < 0 u.)Lu T m w TUC7 O 1- Q � Z � N J W mom= 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CH ECK RJD/RJD/LA P UNDER ROOF SQFT 5093 SH EET sto SHEET 3 OF 13 -. CENSF O No. 53 7 ST F o 4 ` M / N '' 1111111.111,11111\\\ , Luis A.Ponti-o, 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w=w U < 0 u.)Lu T m w TUC7 O 1- Q � Z � N J W mom= 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CH ECK RJD/RJD/LA P UNDER ROOF SQFT 5093 SH EET sto SHEET 3 OF 13 ■ (1)#5 CONT, PROVIDE CORNER BARS PER GENERAL NOTES ON SO.0 (TYP) T WALLS GREATER THEN 12" HOOK INTO SLAB. '-0" HIGH, NOTIFY EOR. JR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. PERMANENT LATERAL SUPPORT DETAIL. SLAB ON GRADE �k SEE PLAN rr- GRADE OR CONC. SLAB, SEE PLAN.\\ \�#5 DOWEL TO MATCH VERT. z - /\\,jSTEMWALL REINFORCING (SEE STEMWALL SCHEDULE CMU REINFORCING COURSES MAX GRID 1 TO 6 #5 VERT. (9 48" OC 7 TO 10 #5 VERT. ® 24" OC 11 TO 12 #5 VERT. @ 8" OC STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. o j:TEMWALL SCHEDULE) w/ 6" HOOK INTO FOOTING. LAP VERT <REINFORCING 25" IF STEMWALL '\IS GREATER THAN (3) COURSES. 3» #3 @ 48 0. C. CL R OR ROD CHAIRS 10"d x 20"w (1)STORY W/ (2)#5 CONT 12"d x 24"w L (2)STORY W/ (2)#5 CONT NOTE: 1. ALL STEMWALL CELLS SHALL BE GROUT SOLID PER MATERIAL SPECS ON SO.0 2. BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE IN FOOTING SIZE TYPICAL STEMWALL AND FOOTING SCALE: 3/4" = 1'-0" SLAB ON GRADE SEE PLAN STEP, SEE gRCH SLAB RECESS SCALE: 3/4" = 1'-0" 12" HOOK INTO SLAB. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT STEP, SEE ARCH SEE 5A/S1.0A FOR FTG SPECS IF CONC. SLAB IS USED. SLAB ON GRADE OR CONC. GRADE - SLAB, SEE PLAN. SEE PLAN • ,,��°,�5 � • J •\GENSF p y MAX GRID 2. SAWCUT SLAB WITHIN 4 TO 12 'HOURS OF CONCRETE PLACEMENT 2 SAWCUT N 1.0j SCALE: 3/4" = 1'-0" 'rrrrrnuiiuu,,,, Luis A. Pontigo, PE EXPANSION JOINT EXPANSION JOINT SEE 1 /S1 0�. l \MATERIAL FOR STEMWAL MATERIAL AND FTG SPEC ,' • _ • ;� G NOTE: 1. ALL STEMWALL CELLS SHALL BE GROUT SOLID PER MATERIAL SPECS ON SO.0 STEMWALL AT STEP/PORCH SCALE: 3/4" = 1'-0" 8" CMU STEMWALL W/ (1)#5 VERTICAL DOWEL w/ 6" HOOK EMBEDDED 9" IN FTG, SPACE 24" OC 1" DEEP SAWCUT SLAB ON ADE SEE PLAN 1. 1PROVIDE SAWCUTS TO CREAT AN ,,��°,�5 � • J •\GENSF p APPROXIMATE 12'x12' MAX GRID 2. SAWCUT SLAB WITHIN 4 TO 12 'HOURS OF CONCRETE PLACEMENT 2 SAWCUT N 1.0j SCALE: 3/4" = 1'-0" 'rrrrrnuiiuu,,,, 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT STEP, SEE ARCH NOTE: 1. ALL STEMWALL C LLS SHALL BE GROUT SOLID PER MATE IAL SPECS ON SO.0 GARAGE P RMETER STEMWALL 7 WITH FLOATING SLAB 1.0V SCALE: 3/4" _ '-0" STEP PER ARCH e n SLAB ON GRADE00 SEE PLAN R \.��r< : #3 @ 48" OC CL OR ROD CHAIRS 8"61 6"w (1)STORY W/ (2)#5 CONT 8"dx20"w 11 (2)STORY W/ (2)#5 CONT NOTE: 1. BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE IN FOOTING SIZE INTERIOR BEARING STEP FOOTING SCALE: 3/4" = 1'-0" 12" HOOK INTO SLAB. SLAB ON GRADE SEE PLAN \ f \ SEE 1 /S1.OA FOR STEMWALL AND FTG SPECS C9 SLAB ON GRADE SEE PLAN r #3 @ 48" OC CL OR ROD CHAIRS 8"dx16"w (1)STORY W/ (2)#5 CONT 8"dx20"w (2)STORY W/ (2)#5 CONT INTERIOR BEARING FOOTING SCALE: 3/4" = 1'-0" 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT STEP, SEE ARCH DRILL & EPDXY #3 @ 18" OC & BEND DOWN INTO STAIR. POUR STAIRS W/ SECONDARY POUR #3 @ 18" OC DOWELS BENT INTO STAIRS. 0 �.a 4" MIN. GRADE i iN 4 \ D EXTEND TYP. FTG @ STAIRS & PROVIDE #4@ 18" 0. C. E.W. CONCRETE STAIRS SCALE: 3/4" = 1'-0" 2x4 WALL: 4" WIDE CONIC CURB 2x6 WALL: 7" WIDE CONIC CURB (1)#5 CONT., EXTEND CORNER BARS 48" BEYOND CURB INTO SLAB (TYP.) 8" CMU STEMWALL W/ (1)#5 VERTICAL DOWEL w/ 6" HOOK EMBEDDED 9" IN FTG, SPACE @ SEE 1/S1.0 FOR FTG SPEC MATCH DOOR EXPANSION JOINT WIDTH PER ARCH MATERIAL 3/4" RECESS PAVEMENT BY BUILDER SLAB ON GRADE Js S SEE PLAN CLR 12 dx12 w W/ (2)#5 CONT DETAIL B SLAB ON GRADE SEE PLAN z7, 8"dx8"w W/ (1)#5 CONT DETAIL A 5 THICKENED EDGE 1.0 SCALE: 3/4" = 1'-0" SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. SEE 6/S1.0A SEE ARCH FOR DIMENSI N�5 SLAB ON -� GRADE, SEE PLAN. \ z 7 SHOWER CURB AT EDGE WALL SCALE: 3/4" = 1'-0" J J V L 1., "0' r l l l. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 p, P o N ,,��°,�5 � • J •\GENSF p ON GRADE o ffSLAB 1r f ST OF SEE PLAN �� N N 'rrrrrnuiiuu,,,, Luis A. Pontigo, PE EXPANSION JOINT MATERIAL SEE 1/S1.0�\ !jam ��, I� FOR FTG SPECS NOTE: 1. ALL STEMWALL C LLS SHALL BE GROUT SOLID PER MATE IAL SPECS ON SO.0 GARAGE P RMETER STEMWALL 7 WITH FLOATING SLAB 1.0V SCALE: 3/4" _ '-0" STEP PER ARCH e n SLAB ON GRADE00 SEE PLAN R \.��r< : #3 @ 48" OC CL OR ROD CHAIRS 8"61 6"w (1)STORY W/ (2)#5 CONT 8"dx20"w 11 (2)STORY W/ (2)#5 CONT NOTE: 1. BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE IN FOOTING SIZE INTERIOR BEARING STEP FOOTING SCALE: 3/4" = 1'-0" 12" HOOK INTO SLAB. SLAB ON GRADE SEE PLAN \ f \ SEE 1 /S1.OA FOR STEMWALL AND FTG SPECS C9 SLAB ON GRADE SEE PLAN r #3 @ 48" OC CL OR ROD CHAIRS 8"dx16"w (1)STORY W/ (2)#5 CONT 8"dx20"w (2)STORY W/ (2)#5 CONT INTERIOR BEARING FOOTING SCALE: 3/4" = 1'-0" 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT STEP, SEE ARCH DRILL & EPDXY #3 @ 18" OC & BEND DOWN INTO STAIR. POUR STAIRS W/ SECONDARY POUR #3 @ 18" OC DOWELS BENT INTO STAIRS. 0 �.a 4" MIN. GRADE i iN 4 \ D EXTEND TYP. FTG @ STAIRS & PROVIDE #4@ 18" 0. C. E.W. CONCRETE STAIRS SCALE: 3/4" = 1'-0" 2x4 WALL: 4" WIDE CONIC CURB 2x6 WALL: 7" WIDE CONIC CURB (1)#5 CONT., EXTEND CORNER BARS 48" BEYOND CURB INTO SLAB (TYP.) 8" CMU STEMWALL W/ (1)#5 VERTICAL DOWEL w/ 6" HOOK EMBEDDED 9" IN FTG, SPACE @ SEE 1/S1.0 FOR FTG SPEC MATCH DOOR EXPANSION JOINT WIDTH PER ARCH MATERIAL 3/4" RECESS PAVEMENT BY BUILDER SLAB ON GRADE Js S SEE PLAN CLR 12 dx12 w W/ (2)#5 CONT DETAIL B SLAB ON GRADE SEE PLAN z7, 8"dx8"w W/ (1)#5 CONT DETAIL A 5 THICKENED EDGE 1.0 SCALE: 3/4" = 1'-0" SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. SEE 6/S1.0A SEE ARCH FOR DIMENSI N�5 SLAB ON -� GRADE, SEE PLAN. \ z 7 SHOWER CURB AT EDGE WALL SCALE: 3/4" = 1'-0" J J V L 1., "0' r l l l. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 p, P o N ,,��°,�5 � • J •\GENSF p as _ No. 33 =_ o ST OF �� N N 'rrrrrnuiiuu,,,, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J 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. LPAJOB NUMBER H E RT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CHECK RJ D/RJ D/LA P UNDER ROOF SQFT 5093 SHEET S1.0A SHEET 4 OF 13 t-uu runtitiu enu Associates. Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 Luis A. PontiSo, PE F L P E#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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J F— LL w a Uj U2 Lpw0 mw UC7 O F- z N J� W mom= Q IST 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CH ECK RJ D/RJ D/LAP UNDER ROOF SQFT 5093 SHEET S1.1 SHEET 5 OF13 N ro ST OF ddn., Luis A. PontiSo, PE F L P E#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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J F— LL w a Uj U2 Lpw0 mw UC7 O F- z N J� W mom= Q IST 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CH ECK RJ D/RJ D/LAP UNDER ROOF SQFT 5093 SHEET S1.1 SHEET 5 OF13 yv A9 CJ5�__ CJ54 CJ53 HTS 16 1 S2.1 tiv PORCH CEILING CEILING SHEATHING, SEE 3TABLE 8/S0.t0 S2.2 I • C BLOCKING 'I •I .. �� �I • �"1"•'a-.'� 1 x'1'1 � � ♦-� � �-� ✓ i 1 �� !�!�!�!�!�! � ��I�.���.e� _�_ I11.. �.e. 11•t��1.- X1.1 -14- Al • im A19 HTS16 a A20 7A 11 TT 11 IN k -II U 110 777 .-.,7..... ...=.....,-.. © jSB C • cN DETAIL .. _Jill, F4 HU46N ' HU46 F4N,7— L F6 "- I rHU46 FT8 2 PL"���526- L - - -- r-HU46 f- I —; I�HU46 F5 L -T I�HU46 C L - HU46 it �E 1/310 0 9` 3 S2.2 CJ53 CJ54 1 s2.1 CJ55 CJ53 i ! i c CJ54 S� -, CJ55 U IU I�U�� —AWA TS1 D35 D36 D39 HTS16' T12 2 PLY (2)HTS16 N _ N E,I = HTU26 E m U) 0 B28 N w w F3 I 2 S2.1 CJ57 1 S2.1 (2)HTS16 1 S2.1 (2)2x6 BLOCKING BET EA TRUSS, BELOW WALL ABOVE. FASTEN EA END W/ (5)10D TOENAILS SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTO ROOF FRAMING NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SPECE SEE SHEET SO.0 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOE AILS & (1)SIMPSON H2.5T PER 1/S2.1, UON ON PLAN 3. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPS (1) SDWC15600 SCREW PER MANUFACTURE INSTALLATI SPECIFICATIONS 4. WHEN USING (2)SIMPSON CLIPS ON 1Y2" WIDE LUMB R, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PL TE FROM EA OTHER TO AVOID SPLITTING WOOD. HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # 1—PLY TRUSS HTU26 2—PLY TRUSS HGUS282 FLOOR TRUSS HU46 VERY IMPORTANT NOTE: -1. WATERPROOFING BY BUILDER. 2. SLOPE TO DRAIN BY BUILDER. 3 S2.2 CJ56 i v� tx In Ln Ln 3 't Ln Ln to U U U S2.2 L J U U U PORCH CEILING SHEATHING, SEE S2.2 TABLE 8/S0.0 EJ46 A, ../ i 2x8 SYP#2 LEDGER Ln 1 �j Ln INSTALLED OVER WALL � S2.1SHEATHING FASTEN w/ U U U (7)10d @ 16 O.C. 11 I (2)HTS16 r� _ _ II LL_ I- I LL_ A 1 J HTU26 A16 _ _ J HTU26 _ A15' J HTU261 A14' J H 6 A13 H TU 6, I • C BLOCKING 'I •I .. �� �I • �"1"•'a-.'� 1 x'1'1 � � ♦-� � �-� ✓ i 1 �� !�!�!�!�!�! � ��I�.���.e� _�_ I11.. �.e. 11•t��1.- X1.1 -14- Al • im A19 HTS16 a A20 7A 11 TT 11 IN k -II U 110 777 .-.,7..... ...=.....,-.. © jSB C • cN DETAIL .. _Jill, F4 HU46N ' HU46 F4N,7— L F6 "- I rHU46 FT8 2 PL"���526- L - - -- r-HU46 f- I —; I�HU46 F5 L -T I�HU46 C L - HU46 it �E 1/310 0 9` 3 S2.2 CJ53 CJ54 1 s2.1 CJ55 CJ53 i ! i c CJ54 S� -, CJ55 U IU I�U�� —AWA TS1 D35 D36 D39 HTS16' T12 2 PLY (2)HTS16 N _ N E,I = HTU26 E m U) 0 B28 N w w F3 I 2 S2.1 CJ57 1 S2.1 (2)HTS16 1 S2.1 (2)2x6 BLOCKING BET EA TRUSS, BELOW WALL ABOVE. FASTEN EA END W/ (5)10D TOENAILS SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTO ROOF FRAMING NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SPECE SEE SHEET SO.0 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOE AILS & (1)SIMPSON H2.5T PER 1/S2.1, UON ON PLAN 3. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPS (1) SDWC15600 SCREW PER MANUFACTURE INSTALLATI SPECIFICATIONS 4. WHEN USING (2)SIMPSON CLIPS ON 1Y2" WIDE LUMB R, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PL TE FROM EA OTHER TO AVOID SPLITTING WOOD. HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # 1—PLY TRUSS HTU26 2—PLY TRUSS HGUS282 FLOOR TRUSS HU46 VERY IMPORTANT NOTE: -1. WATERPROOFING BY BUILDER. 2. SLOPE TO DRAIN BY BUILDER. 3 S2.2 SECOND LEVEL FLOOR AND LOW ROOF FRAMING PLAN SCALE: %4"=1'-0" APPROVAL # FL10655.8 FL10655.1 FL10447.6 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph:242-0908 FL: CA # 8344 SP. PON N........ T --, C E NS �FO No 11 S OF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO e ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2ND LEVEL FLOOR E LOW ROOF 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CH ECK RJD/RJD/LA P UNDER ROOF SQFT 5093 SHEET S1.2 SHEET 6 OF 13 i v� tx In Ln Ln 3 't Ln Ln to U U U S2.2 L J U U U PORCH CEILING SHEATHING, SEE TABLE 8/S0.0 SECOND LEVEL FLOOR AND LOW ROOF FRAMING PLAN SCALE: %4"=1'-0" APPROVAL # FL10655.8 FL10655.1 FL10447.6 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph:242-0908 FL: CA # 8344 SP. PON N........ T --, C E NS �FO No 11 S OF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO e ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2ND LEVEL FLOOR E LOW ROOF 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CH ECK RJD/RJD/LA P UNDER ROOF SQFT 5093 SHEET S1.2 SHEET 6 OF 13 SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOT. PLATE. ra STRAP WALL �ER DETAIL 5/S2.2. SW (3)2x8-2/2 -1 X i N PROVIDE - - - - (2)INTERMEDIATE N I j JACK STUDS. I I STRAP HEADER PER 6/S2.0 I I! i I (2)2x6 HEADER w/HUC26 HANGER - CID E CH END. (TYPICAL) x N ! I i' i_ PRO IDE (3)FULL HEIGHT �' -- KING STUDS. (TYPICAL)- SEE DETAIL 1/S3.0._ II(SIM. FRAME BOTTOM j PLATE AT TOP OF FLOOR SYSTEM.) II� (2) 2 6 Nk I (2)2x6 HEADER w/HUC26 HANGER J ` EACH END. (TYPICAL) PROVIDE (3)FULL 71 t - SIM HEIGHT KING 1 V STUDS. (TYPICAL) SIM SEE DETAIL 1/S3.0. 1 S3.0 r r FASTEN LOWER ROOF TO - WALL PER 5/S2.1 ` (TYPICAL) STRAP WALL P1 -__R DETAIL 3/S2.3. C(2)2x6-1/2) TRUSS J76 ABOVE �-(,�3�2 x 6 (3)2x6 STRAP WALL PER DETAIL 4/S2.2. (3)2x8-2/2 (2)CS16 (2)CS16 PROVIDE I bkm �ir I J Q SI _ - w S3.0 = 3 (3)2x6 (2)CS16 -- _-_TRUSS J71 ABOVE_ -_ I I STRAP_._--:_] HEADER PER -- w 6/S2.0 p SIM Q 1 S3.0 PROVIDE (2)INTERMEDIATE m JACK STUDS. WALL TOWER ! WALLS PER 1/S3.0 Im.L _ r.._.__... - (2)2x6 HEADER w/HUC26 HANGER SW 2x6 FULL HEIGHT WALL s3.o EACH END. (TYPICAL) _ HUC210-2 HANGER. TOWER WALL FRAMING PLAN PROVIDE (3FULL HEIGHT KING SCALE: Y4"=1'-0" STUDS. (TYP CAL) 1 SEE DETAIL 1 3.0. S3.o (2)2x8-1/2 m��12 6x6 SYP P.T. COLUMNS. FASTEN TOP PER 3/S2.2 FASTEN BASE OF POST TO TRUSSES BELOW w/(2)CS16. (TYPICAL) 2)2x6 • MI SW w N < w � Q Q� V) w a_ 011 Q0 x N N CS16 CS16 © BOTTOM OF STUD WHERE NOTED. SEE DETAIL AT RIGHT OF PAGE. CS16 STRAP WALL PER DETAIL 4/S2.2. SEE 6/S2.1 FOR BEAM CONN. (TYPICAL) VERY IMPORTANT NOTE: 1. WATERPROOFING BY BUILDER. 2. SLOPE TO DRAIN BY BUILDER. SECOND LEVEL WALL FRAMING PLAN SCALE: Y4"=1'-0" 4 SYMBOLS LEGEND DESIGNATES SHEAR WALL. THE DASHEE LINE SW APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHINS IS TO BE APPLIED. FASTEN W/ 8d COMMON 11, 3" O.C. EDGE, 6" O.C. FIELD, SEE DETAIL 1/S2 2 DESIGNATES HEADER SIZE, NUMBER OF PLIES, (2)2x6-1/1 AND NUMBER OF JACK/KINGS REQUIRE EACH END OF HEADER (3)2x6 DESIGNATES NUMBER OF STUDS IN STUD COLUMN (1)CS18 DESIGNATES STRAP OR ANCHOR AT BASE OF STUD COLUMN * WHEN (TR) DASH IS INDICATED ON PLAN, ADJACENT * FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN DESIGNATES INTERIOR LOAD BEARING WALL DESIGNATES BEAM OR TRUSS X 3/8"0 A307 THREADED ROD TERMINATE AT SECOND LEVEL TOP PLATE, SEE DETAI 2/S2.2 X5 5/8"0 A307 THREADED ROD TERMINATE AT SECOND LEVEL TOP PLATE, SEE DETAI 2/S2.2 WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE AND SP CING EXTERIOR 9'-1" MAX 2x4 OR 2x6 @ 16" O.C. EXTERIOR 10'-1" MAX 2x4 @ 12" O.C. OR 2x6 4 16" O.C. EXTERIOR 14'-0" MAX 2x6 © 16" O.C. INTERIOR 10'-0" MAX 2x4 OR 2x6 @ 16" O.C. INTERIOR 12'-0" MAX 2x4 @ 12" O.C. OR 2x6 Cc, 16" 0. C. WALL STUD NOTES: 1. WALL STUDS SPECIFIED ON PLAN SUPERCEDE THI TABLE 2. MIN STUD SIZE AND SPACING IS SHOWN. CONTRA TOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL R QMTS 3. ALL STUDS AND POST SHALL BE SPF#2, UON 4. USE SYP#2 FOR TOP PLATES 5. USE SYP#2 PT FOR BOTTOM PLATES 6. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING WALLS TO SLAB W/ 16d MASONRY CUT NAILS @ 6" 0. C. SEE PLAN FOR ADDITIONAL ANCHORS AT SHEAR WALLS GENERAL FRAMING NOTES 1. SEE DETAIL 3/S2.0 FOR TYPICAL WALL FRAMING LEVATION 2. SEE SHEET SO.0 FOR SHEATHING SPECIFICATIONS (PLIES 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE (BEAMS, HEADERS, STUD COLUMNS, ETC.) FASTE PLIES PER DETAIL 1/S0.1 4. AT SHEAR WALLS, PROVIDE DIAPHRAGM ATTACHM NT PER DETAIL 3 AND 4/S2.1 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TER INATE BETWEEN TRUSSES, SEE DETAIL 3A/S2.1 6. UNLESS OTHERWISE NOTED, PROVIDE STUD COLUN NS BELOW ALL MULTI -PLY BEAMS AND GIRDERS THAT MATC BEAM/GIRDER PLIES. PROVIDE SOLID BLOCKING W HIN FLOOR SYSTEM AND EQUAL SIZED STUD COLUMN ON FIRST LEVEL IF STUD COLUMN IS LOCATED ABOVE CS16 STRAPPING DETAIL CS16 STRAP / 10" END LENGTH. FASTEN I THIS END w/ 9-10d. I WALL FRAMING -/`z z LLJ FLOOR TRUSSES OR JOIST. WALL NO NAILS RE UIRED IN CLEAR SP N C)= w � z w w CS16 STRAP / 10" END LENGTH. FASTEN THIS END w/, 9-1 Od. Lou Ponti-o and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 °�`�5P• P.0 T� ENS G No 1 OF E Luis A. Pontiso, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. mI U. V) 1E U� �w0 7 mw CD�Q V� Z CD J W mom= Q 2ND 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CHECK RJ D/RJ D/LAP UNDER ROOF SQ FT 5093 SHEET S1.3 SHEET7 OFl 1 00S2.1 00 00 00 00 00 X/ a CJ8' CJ8E 2x8 RIDGE & AIPS FASTEN TOGETHER & TRUSS w/ L 50 ANGLES vd, Q0 L 1 S 00 00 ;S2.CD U CJ86 CJ85 CJ85 CJ86 CJ87 CJ87 --J88 Q0 Ln 00 00 U U • •• :1 O < 1 pp IV2.1 LLJ J7611 211 FlY (2)HTS16 -/ I TS16 i N (D CD x6 OVERFRAME RAFTERS 24" O.C. w/ OVERFRAME LEDGER SEE 5/S01 - I ; c SHEATH WALL THRU -- _- - LOWER ROOF TO ` WALL 2ND LEVEL BOT PLATE. 00, 00 . 00 1 C� 5 S3.0 _ 1 S2)1 L 00 00 U j1 to QD S2.1 00 00 CJ89 U U .ip old ��� • �N CJ86 CJ85 CD = SINS I i I l O (D Z I- C I 0o coC0 I N CJ87x; R K 7 5 ry�fV4914Vq Y14\\ (2)H2.5T Luis A. Ponti;o, PE (2)H2.5T ,k FL PE#53311 rr REVISIONS DATE (2)H2.5T K(2)H2.5T X\: �y x `c 5 x 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 00 2x8 RIDGE & AIPS FASTEN TOGETHER & TRUSS w/ L 50 ANGLES vd, Q0 L 1 S 00 00 ;S2.CD U CJ86 CJ85 CJ85 CJ86 CJ87 CJ87 --J88 Q0 Ln 00 00 U U • •• :1 O < 1 pp IV2.1 LLJ J7611 211 FlY (2)HTS16 -/ I TS16 i N (D CD x6 OVERFRAME RAFTERS 24" O.C. w/ OVERFRAME LEDGER SEE 5/S01 - I ; c SHEATH WALL THRU -- _- - LOWER ROOF TO ` WALL 2ND LEVEL BOT PLATE. 00, 00 . 00 1 C� 5 S3.0 _ 1 S2)1 L 00 00 U j1 to QD S2.1 00 00 CJ89 U U .ip old ��� • �N CJ86 CJ85 CD = SINS I i I l O (D Z I- C I 0o coC0 I N ry�fV4914Vq Y14\\ Luis A. Ponti;o, PE 2x8 SYP#2 LEDGER INSTALLED OVER WALL SHEATHING FASTEN w/ (7)10d @ 16" O.C. ___ I t 2x6 OVERFRAME RAFTERS = �I @ 24" O.C. w/ OVERFRAME a `LEDGER SEE 5/S0.1 _ (2)HTS16 L _ 2x8 RIDGE -= FASTEN TO TRUSS >-- L SIM w/ A35 ANGLE w F / 1 O' ` I 53.0 g i L 00 — -- 00 SHEATH WALL FIuLLY PRIOR TO :w: INSTALLING LEDGER. If (2)HTS16 1 S2.1 EJ77 CJ85 CJ86 Ln c0 'yam 1 00 00 �7 S2.1 U U 1 S2.1 BUIILDER TO PROVIDE ROOFING CRICKET PER 5/S0.1 TO PUSH WATER RUNOFF AWAY FROM TOWER WALLS. (TYPICAL) ,,— HTS16 3 S2.2 CJ86 == 00 00 r__ 0 �-o U U U 1 w _ 2x6 SYP P.T. STRUCTURAL 52.1 FASCIA AROUND PERIMITER OF TOWER TRUSSES.. �`b 00 00 yv FASTEN FASCIA TO EACH U w 3 U �2 TRUSS w/A35. (TYP) S2.2 PORCH CEILING SHEATHING, SEE TABLE 8/SO.0 TOWER ROOF FRAMING PLAN SCALE: Y4"=1'-0" f 2ND LEVEL ROOF FRAMING PLAN SCALE: Y4"=1'-0" ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # 1 -PLY TRUSS 2 -PLY TRUSS HTU26 HGUS26-2 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTOR ROOF FRAMING NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SPECS SEE SHEET 50.0 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS & (1)SIMPSON H2.5T PER 1/S2.1, UON ON PLAN 3. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1) SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 4. WHEN USING (2)SIMPSON CLIPS ON 1Y2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER TO AVOID SPLITTING WOOD. APPROVAL # FL10655.8 FL10655.1 Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 4�40 SINS 00 N ry�fV4914Vq Y14\\ Luis A. Ponti;o, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J � T � �m1: 0 w T U U CDV� �=Q oZ� N J W mom= Q 2ND LEVEL/TOWER ROOF 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. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CHECK RJ D/RJ D/LAP UNDER ROOF SQFT 5093 SHEET SIA SHEET�8O13 SE ■ PERMANENT TRUSS BRACING BY OTHERS (TYP) f SEE 1 /S2.1 I I I I I I I I I I I_ J 'LIFT )NNECTOR =R PLAN ILL HEIGHT )LD DOWN :E PLAN FOR )CATIONS WALL SHEATHING, SEE TABLE 5/SO.0 (TYP) FULL HEIGHT _D DOWN SEE FLATWISE 2x4 BLOCKING PLAN FOR ONLY REQD @ SHEAR LOCATIONS WALLS AND WALLS W/ BRITTLE FINISH (TYP) TERIOR BEARING ALL: SEE PLAN )R STUD SPACING 16d COMMON 16d COMMON OOR SHEATHING, @ 8" O.C. @ 8" O.C. .E TABLE 7/SO.0 YP) SEE PLAN FOR STRAPPING r I SEE 2/S2.1 r j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I )LID BLOCKING TRUSS CONNECTORS I THIN FLOOR BY OTHERS (TYP) 'STEM TO MATCH UD COLUMNS 30VE SECOND FLOOR WALL OVER BEAM/GIRDER TERIOR BEARING NLL: SEE PLAN )R STUD SPACING ROOF SHEATHING, SEE TABLE 6/SO.0 SEE 1 /S2.1 SEE 5/S2.1 SHEATH CONTINUOUS THRU LOW ROOF ONLY REQD WHERE NOTED ON PLAN FLOOR BEAM OR GIRDER PER PLAN NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL ST DS. SEE PLAN FOR STUD SIZE AND SPACING REQU REMENTS 2. USE SYP#2 FOR ALL HEADERS, BEAMS, R ETERS, AND JOISTS 3. USE SYP#2 FOR ALL TOP PLATES AND B TTOM PLATES. USE SYP#2 PT FOR BOTTOM PLAES THAT BEAR ON CONCRETE SLAB )d MASONRY CUT 4. ALL WALLS SHALL BE BALLOON FRAMED LILL HEIGHT \ILS @ 48" O.C. TO ROOF OR FLOOR BEARING ELEVATION ON )DITIONAL 5. FASTEN INTERIOR BEARING WALL BOTTOM (PLATES TO CHORS READ @ SLAB W/ 10d MASONRY CUT NAILS @ 48' O.C. J iCHORSLLS. SEE ADDITIONAL ANCHORS REQD @ SHEAR WA LS. SEE _AN PLAN SEE S1.OA F- - -� I I I I I I I L-----------J-------J 2 -STORY INTERIOR 2 -STORY EXTERIOR WALL LOAD BEARING WALL (SIM AT (1)STORY (SIM AT (1)STORY) TYPICAL WALL SECTIONS S2.0 SCALE: 3/4" TABLE 13: SOLE PLATE ANCHOR SCHEDULE EDGE DISTANCE SEE TABLE ABOVE Ys" GAP EMBEDMENT DEF SEE TABLE AB( WASHER SZE, SEE TABLE ABOVE ANCHOR TYPE AND SPACING, IV/ SEE TABLE ABOVE SECTION VIEW NOTES 1. ANCHORS REQD AT ALL EXT WALLS, PLATE BREAKS, AND KING STUDS SOLE PLATE ANCHOR ASSEMBLY AND SPACING SCALE: 3/4" SE ROOF SHEATHING, L -------J 1 -STORY EXTERIOR WALL FULL HEIGHT ANCHOR STUD BELOW LOWER TOP PLATE AT BREAK PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 6/S2.0 FOR INSTALLATION TABLE 12: WINDOW SILL SCHEDULE ROUGH OPENING CONNECTOR SPF#2 SILL PLATES SILL PLATE TO JACK STUD CONNECTION EE LESS THAN 4'-4" EDGE EDGE ANCHOR TYPICAL SHEARWALL WASHER EMBEDMENT DISTANCE DISTANCE TYPE SPACING SPACING SIZE DEPTH 2x4 WALL 2x6 WALL 3/8" 0 TR 40" OC 16" O.C. Z x 2» xY8" 3Y2" 13/4» 2 3/4» Y2"O TR 48" OC 24" O.C. 2»x2%Y8„ 3Y2" 13/4» 23/4» EDGE DISTANCE SEE TABLE ABOVE Ys" GAP EMBEDMENT DEF SEE TABLE AB( WASHER SZE, SEE TABLE ABOVE ANCHOR TYPE AND SPACING, IV/ SEE TABLE ABOVE SECTION VIEW NOTES 1. ANCHORS REQD AT ALL EXT WALLS, PLATE BREAKS, AND KING STUDS SOLE PLATE ANCHOR ASSEMBLY AND SPACING SCALE: 3/4" SE ROOF SHEATHING, L -------J 1 -STORY EXTERIOR WALL FULL HEIGHT ANCHOR STUD BELOW LOWER TOP PLATE AT BREAK PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 6/S2.0 FOR INSTALLATION TABLE 12: WINDOW SILL SCHEDULE ROUGH OPENING CONNECTOR SPF#2 SILL PLATES SILL PLATE TO JACK STUD CONNECTION EE LESS THAN 4'-4" MIN (1) 2x4 (4) 10d TOE -NAILS 4'-5" TO 6'-4" MIN (2) 2x4 (5) 10d TOE -NAILS 6'-5" TO 8'-4" MIN (3) 2x4 (1) A34 8'-5" TO 12'-0" MIN (3) 2x6 (1) A35 GREATER THAN 12'-0" SEE PLAN SEE PLAN TRUSS TO PLATE: H2.5T HEADER PLACED AT OUTSIDE FACE OF WALL WINDOW SILL PER TABLE 12/S2.0 PLATE TO HEADER:_ , LSTA18 @ 24" O.C._/j`' SEE 6/S2.0 FOR INSTALLATION PLATE 'ID HEADER: LSTA18 @ 24" C, NOT REQUIRED _ A GABLE ENDS OR OPENINGS LESS THAN 24" KING STUD TO TOP PLATE: LSTA18. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" TRUSS TO PLATE: a H2.5T CONVENTIONAL STRAPPING WHERE - NOTED ON PLAN HEADER PLACED AT OUTSIDE FACE OF WALL WINDOW SILL PER TABLE 12/S2.0 2x4 WALL 2x6 WALL CONDITION CONDITION NOTES: 1. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 48" OR LESS OR LESS OR WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE 2. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 24" OR LESS 3. ALL HEADERS SHALL BE SYP#2 TYPICAL HEADER DETAIL SCALE: 3/4» SYP#2 DOUBLE TOP PLATE. FASTEN TOGETHER W/ (3) ROWS 10d @ 12" O.C. STAGGERED SEE TABLE 9/SO.0 FOR TYPICAL TOP PLATE TO 1 4�S2. STUD CONNECTIONS2.1 0 ARCHED TRANSOM OPTION: 2x_ SPF#2 DIAGONAL BLOCKING FASTENED W/ (3)10d EE TYP. SHEATHING MAY EXTEND 2" PAST BLOCKING. WINDOW ATTACHMENTS ATWISE 2x4 BLOCKINf MUST ANCHOR INTO 2x_ MATERIAL. &YREQD @ SHEAR \LLS AND WALLS W/ LITTLE FINISH (TYP) JLL HEIGHT DLD DOWN =E PLAN FOR )CATIONS qLL SHEATHING, =E TABLE 5/SO.0 YP) 2x4 BLOCKING @24" O.C. FASTEN 6 EE w/ (3)1 Od Mq� / TOENAILS T'I I I I OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIE W r (4)1 Od OF CORNER NOTES: 1. DENOTES 10d @ 6" O.C. VERTICAL, LION 2. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WALL INTERSECTION 3. @ DENOTES FULL HEIGHT HOLD DOWN, SEE PLAN CONDITIONS 4. OVERLAP TOP PLATES AT CORNERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT REQD WHEN BASE ANCHOR IS INSTALLED TYPICAL CORNER Et INTERSECTION FRAMING FULL HEIGHT HOL DOWN SEE PLAN WINDOW HEAD FOR LOCATIONS AND SILL. SEE TABLE 12/S2.0 TYPICAL WALL ELEVATIONS SCALE: 3/4" O CORNER CONDITIONS u 1Y2" MIN\ -12" MAX S2 0 I / <S21 TYPICAL TOP PLATE BREAK. TYPICAL TOP PLATE SPLICE: MIN 48" W/ IN (16) 10d EVENLY SP CED SEE FRAMING PLAINS FOR HEADER AND JACK/KING STUD SPECIFICATIONS II FULL HEIGHT HOL DOWN SEE PLAN WINDOW HEAD FOR LOCATIONS AND SILL. SEE PLAN FOR SEE TABLE WALL STUD SIZE -i, 12/S2.0 AND SPACING SEE TABLE 9/S0.0 FOR TYPICAL STUD TO BOTTOM PLATE CONNECTION 2 S2.1 CONVENTIONAL STRAPPING WHERE NOTED ON PLAN SEE FRAMING PLANS FOR HEADER AND JACK/KING STUD SPECIFICATIONS FASTEN CRIPPLES EA END W/ (2) 10 TOE -NAILS (TY TYPICAL SOLE PLATE BREAK. SEE TABLE 9/S .0 TYPICAL SOLE PLATE ANCHOR. FOR TYPICAL S D TO BOTTOM PL E SEE 4/S2.0 ANCHOR REQD AT CONNECTION ALL EXTERIOR WALLS AND ADJACENT TO CORNERS, PLATE BREAKS, AND KING STUDS SYP#2 PT II (III I I F BOTTOM PLATE TABLE 14: HEADER STRAPPING SCHEDULE KEYNOTE CONNECTOR A LSTA18 @ 32" O.C. (MIN 3 STRAPS PER HEADER) B LSTA18 KING STUD TO TOP PLATE C MSTA24 D FULL HEIGHT OR KING STUD BASE ANCHOR, SEE PLAN* * STRAP STUDS TO BELOW W/ (2) CS18 IF HEADER IS LOCATED ON 2ND LEVEL STUDS IF NOTED ON PLAN WHA6 HIGH UPLIFT HEADER STRAPPING S2.0 (5)1OdTO LSTA18 WRAPPED FROM TOP P TE HDR OVER TOP PLATE- 5 1 Od TO HEADE HEADER SEE P N f PLYWOOD BLOCK BEHIND WALL LSTA18, FASTEN TO SHEAT ING HEADER W/ (6)10d 2x4 WALL LSTA18 WRAPPED FROM TOP TOP P P TO TE HDR OVER TOP PLATE f (5)10 TO - HEADER �' HEADE , 2x6 BLOCKING + PLY SEE P AN WOOD FLITCH BEHIND LSTA18, FASTEN EACH PLY WALL TO HEADER W/ (6)10d SHEAT ING 2x6 WALL LSTA INSTALLATION Sl lv FULL H ANCHOR, JLL PLAN HEEL < 5" SIMPSON H2.5T FULL HEIGHT NCHOR, SEE PLAN 2x_ SPF BLOCKING RIPPED TO FIT WITH GAP SHOWN n 0< CD SHEATHING MAY TERMINATE AT TOP OF DBL TOP PLATE. SIMPSON H2.5T FULL HEIGHT ANCHOR, SEE PLAN 5" < HEEL < 12" 2x4 BLOCKING BETWEEN EA TRUSS. FASTEN EA END W/ (3) 10d TOE -NAILS EXTEND SHEATHING VERT TO TOP OF TRUSS AS SHOWN. < J LU 0 —SHEATHING BREAK NOTES: I. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1)SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 2. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS 7-� ROOF TRUSS CONNECTION S2.1 SCALE: 3/4" 2x4 SYP#2 CATS @ 12 O.C. FASTEN TO TOP PLT W/ (4) 10d FASTEN CATS EACH END W/ (3) 10d TOE -NAILS OPTION A 2x4 SYP#2 NAILER. FASTEN TO TRUSS BOTTOM CHORD W/ 10d @ 3" O.C. %6" SHEATHING. 16" MAX. FASTEN TO TOP PLATE & NAILER W/ 8d COMMON @ 3" 0. C. OPTION C TOP PLATE TO TRUSS W Y4"x6" SDS SCREW OR SDWC15600 @ 32" O.C. OPTION E 2x SYP#2 CONT. ATTACH OSB. FASTEN Al 1 TO TOP PLATE AND T USS AROUND W/ 8d COMM W/ 0.131x3" @ 3" O.C' EDGE OF @ 3" 0 2x MAY OVERHANG TOP PLATE. OPTION B 2x4 SPF ALL AROU 2x4 SYP#2 NAILER' FLOOR TRU OPTION D 3 SHEAR WALL ROOF DIAPHRAGM CONNECTIONS S2.1 SCALE: Y4" FULL HEIGHT STUD TO BEAM W/ (2) ROWS 10d @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR - BASE ANCHOR OPTION 1 NOTCH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PORCH BEAM PER PLAN MIN. (2)2x4 STUDS BELOW BEAM & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER. FASTEN TO TRUSS BOTTOM CHORD W 10d @ 3" O.C. 3/6" SHEATHING. FASTEN TO TOP PLATE & NAILERS W/ 8d COMMON @ 3" 0. C. FULL HEIG T STUD TC BEAM W/ (2) OWS 10d C 3" O.C., MIN 8)10d. ADC (2)MSTA24 CR (2)HTS1E SEE PLAN FOR FULL HEIGHT ANCHOR OR BA$E ANCHOR NOTES: 1. INSTALL LSTA18 WRAPPED OVER TOP PLATE PER "LSTA INSTALLATION" ON DETAIL 6/S2.0 6 TYP PORCH BEAM CONNECTION S2.1 SCALE: Y4" = 1'-0" 2x4 SYP#2 HORIZ II SHEATHING BRACING @ 24" O.C. 16d COMMONS SPLICE BETWEEN OUTER WALL & I SHEATHIN @ 8 0. C. FIRST INTERIOR TRUSS. SPLICE " ? z II NAIL EE W/ (3) 10d , z f N fL� I r I � 16d COMMONS fill @ 8" 0. C. , 2x4 SYP#2 ME SHEATHING DIAGONAL FASTEN :2 FLATWISE 2x4 SPLICE EE W/ (3) 10d SHEATHING BLOCKING ONLY - SPLICE REQD @SHEAR FLATWISE 2x4 BLOCKINGIN WALLS AND WALLS ONLY REQD @ SHEAR W/ BRITTLE FINISH WALLS AND WALLS W/ (TYP) BRITTLE FINISH (TYP) OPTION 1 OPTION 1 OVERLAP SHEATHING OVERLAP SHEATHING (PERPENDICULAR TO WALL) (PARALLEL TO WALL) NOTES: 1. SEE TABLES 5,6,7/S2.0 FOR SHEATHING SPECIF CATIONS 2. FULL HEIGHT HOLD DOWN NOT SHOWN FOR CLARITY 2 FLOOR TO FLOOR SHEATHING OPTIONS S2.1SCALE: 3/4" = 1'-0" 2x4 SPF #2 LEDGER. FASTEN TO EA TRUSS: WEB W/ (3) 10c' FASTEN CATS EA END W/ (3) 1 uI- IIVIN A FLOOR DECK TO PANEL W/ 10d COMMON @ 3" O.C. PANEL TO TOP PLATE W/ 10d @ 3" 0. C. I• SYP#2 CATS @ 12" O.C. FASTEN TO OPTION B TOP PLT W/ (4) 10d G 16d COMMONS @ 8" O.C. 10d COMMONS @ 4" O.C. 2x_ SYP#2 BLOCK BETWEEN EA. TRUSS OPTION 2 (PERPENDICULAR TO WALL) SEE 1 /S2.1 FLOOR DECK TO --- TRUSS W/ 10d I COMMON @ 3" O.C. I CD z I� a I L�j J = 1 �- N Z Mi I' SHEATH CONT TO FLOOR DECK. FASTEN TO EA TRUSS MEMBER OPTION C W/ 8d COMMON @ 3" O.C. SHEAR WALL FLOOR DIAPHRAGM CONNECTIONS �)UALL: /4.. __ 1.-0„ TOP PLATE TO BEAM W/ LSTA18 @ 32" O.C. (NOT REQUIRED IF _L SHEATHING IS INSTALLED ON ;E OF BEAM) 'CH BEAM PLAN OPTION 2 ,2)2x4 STUDS BELOW & (1) FULL HEIGHT S IUD ADJ TO PORCH HEADER. I I FLATWISE 2x4 BLOCKING. I I ROOF SHEATHINC FASTEN EA END W/ (3) 10d _ J BLOCKING W/ 8c TOE -NAILS (NOT REQUIRED SHANK @ 3" O.0 IF SHEATHING IS CONT THRU LOW ROOF) 2x4 BLOCKING B ROOF MEMBER. F �- EA STUD W/ (3) NOTES: 1. SEE FIRST LEVEL FRAMING PLAN FOR ANCHOR LOCATIONS. 2. THE EMBEDMENT DEPTHS SHOWN ARE TYPICAL, GREATER EMBEDMENT DEPTHS MAY BE REQUIRED WHERE SHOWN ON PLAN (I.E. AT GARAGE RETURNS) 3. LTT20B HOLD DOWNS ARE ONLY REQUIRED TO BE RECESSED INTO SLAB WHERE FRAMING IS PACKED TIGHT AND PREVENTS INSTALLATION WITHIN THE WALL. LTT208 MAY BE REPLACED WITH DTT2Z IF THERE IS ADEQUATE ROOM IN THE WALL FOR INSTALLATION BASE ANCHOR c'n A i r. 3/ �) w ,,,, /4 - I -U ROOF TRUSS PERPENDICULAR CONDITION OPTION 2 (PARALLEL TO WALL) C rr -i le, w ROOF TRUSS PARALLEL CONDITION NOTES. 1. THIS DETAIL IS TYPICAL WHERE A LOWER ROOF INTERSECTS A WALL WITH HIGHER ELEVATION 2. UPPER WALL IS ONLY REQD TO BE SHEATHED CONT THRU LOW ROOF WHERE NOTED ON PLAN. UPPER WALL TO ADJACENT ROOF CONNECTION MIN (2) STUDS OR SCAB 36" STUD TO FULL HEIGHT STUD W/ (12) 10d �-RECESSED IN SLAB Y2"O THREADED ROD /-EPDXIED MIN 4" OR Y"OX6 TITEN HD SIMPSON LTT20B SIMPSON DTT2Z '0 THREADED ROD 'OXIED MIN 4" OR 'Ox6 TITEN HD MIN (2) FULL EIGHT STUDS SIMPSON HTTS 9"0 THREADED OD EPDXIED MIN Y» 2 ;KING. 1 (3) )T "HING IS DOF) .0 'ING D Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. LL Ln WLU W N U L..L 0 V 1 (� W In W 'r' U 0 CD Q CD Q v W mom= Q 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. 7HERT-19-00059 NUMBER DATE 0 2/13/19 DRAFT/DESIGN/CH ECK R J D/R J D/LAP UNDER ROOF SQFT 5093 SHEET S2.1 SHEET 10 OF 13 2x4 SYP#2 HORIZL @ 24" O.C. FBRACING BETWEEN OUTER WALL & 16d COMMO S FIRST INTERIOR TRUSS. -I 111 @ g" O.C. NAIL EE W/ (3) 10d II 8d COMMONS 8d COMMON �@ 3" O.C. ; @ 3" O.C. Lou Pontigo and Associates, Inc. SHEATHING SHEATHING SPLICE' SPLICE 420 Osceola Avenue – — Jacksonville Beach, FI. 32250 10d COMMO Ph:242-0908 @ 4» 0 C FL: CA # 8344 SHEATHING SHEATHING SPLICE SPLICE COMMONS 2x4 SYP#28d - "8d @ 3" O.C. DIAGONAL FASTEN@ COMMON W/ (3) 10d; 3" O.C.EE FA S OF ` .N, N OPTION 2 (PERPENDICULAR TO WALL) SEE 1 /S2.1 FLOOR DECK TO --- TRUSS W/ 10d I COMMON @ 3" O.C. I CD z I� a I L�j J = 1 �- N Z Mi I' SHEATH CONT TO FLOOR DECK. FASTEN TO EA TRUSS MEMBER OPTION C W/ 8d COMMON @ 3" O.C. SHEAR WALL FLOOR DIAPHRAGM CONNECTIONS �)UALL: /4.. __ 1.-0„ TOP PLATE TO BEAM W/ LSTA18 @ 32" O.C. (NOT REQUIRED IF _L SHEATHING IS INSTALLED ON ;E OF BEAM) 'CH BEAM PLAN OPTION 2 ,2)2x4 STUDS BELOW & (1) FULL HEIGHT S IUD ADJ TO PORCH HEADER. I I FLATWISE 2x4 BLOCKING. I I ROOF SHEATHINC FASTEN EA END W/ (3) 10d _ J BLOCKING W/ 8c TOE -NAILS (NOT REQUIRED SHANK @ 3" O.0 IF SHEATHING IS CONT THRU LOW ROOF) 2x4 BLOCKING B ROOF MEMBER. F �- EA STUD W/ (3) NOTES: 1. SEE FIRST LEVEL FRAMING PLAN FOR ANCHOR LOCATIONS. 2. THE EMBEDMENT DEPTHS SHOWN ARE TYPICAL, GREATER EMBEDMENT DEPTHS MAY BE REQUIRED WHERE SHOWN ON PLAN (I.E. AT GARAGE RETURNS) 3. LTT20B HOLD DOWNS ARE ONLY REQUIRED TO BE RECESSED INTO SLAB WHERE FRAMING IS PACKED TIGHT AND PREVENTS INSTALLATION WITHIN THE WALL. LTT208 MAY BE REPLACED WITH DTT2Z IF THERE IS ADEQUATE ROOM IN THE WALL FOR INSTALLATION BASE ANCHOR c'n A i r. 3/ �) w ,,,, /4 - I -U ROOF TRUSS PERPENDICULAR CONDITION OPTION 2 (PARALLEL TO WALL) C rr -i le, w ROOF TRUSS PARALLEL CONDITION NOTES. 1. THIS DETAIL IS TYPICAL WHERE A LOWER ROOF INTERSECTS A WALL WITH HIGHER ELEVATION 2. UPPER WALL IS ONLY REQD TO BE SHEATHED CONT THRU LOW ROOF WHERE NOTED ON PLAN. UPPER WALL TO ADJACENT ROOF CONNECTION MIN (2) STUDS OR SCAB 36" STUD TO FULL HEIGHT STUD W/ (12) 10d �-RECESSED IN SLAB Y2"O THREADED ROD /-EPDXIED MIN 4" OR Y"OX6 TITEN HD SIMPSON LTT20B SIMPSON DTT2Z '0 THREADED ROD 'OXIED MIN 4" OR 'Ox6 TITEN HD MIN (2) FULL EIGHT STUDS SIMPSON HTTS 9"0 THREADED OD EPDXIED MIN Y» 2 ;KING. 1 (3) )T "HING IS DOF) .0 'ING D Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. LL Ln WLU W N U L..L 0 V 1 (� W In W 'r' U 0 CD Q CD Q v W mom= Q 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. 7HERT-19-00059 NUMBER DATE 0 2/13/19 DRAFT/DESIGN/CH ECK R J D/R J D/LAP UNDER ROOF SQFT 5093 SHEET S2.1 SHEET 10 OF 13 TABLE 15: SHEARWALL END STUD STRAPPING S(HFnIII F KEYNOTE CONNECTOR A UPPER STUDS TO LOWER STUDS W/ FULL HEIGHT ANCHOR LION ON PLAN B SOLE PLATE ANCHORS @ 24" O.C. SEE DETAIL 4/S2.0 C ADDITIONAL STRAPS OR HOLD DOWNS AS NOTED ON PLAN SEE 3 AND 4/S2.1 FOR DIAPHRAGM CONNECTION WHERE APPLICABLE I TYPICAL OPENINGS SEE PLAN FOR SHEAR WALL EXTENTS N OTES: 1. PROVIDE '/6" OSB SHEATHING W/ 8d COMMON @ 3" O.C. EDGE AND 6" O.C. FIELD 2. PROVIDE MINIMUM OF (2) STUDS AT EACH END OF SHEARWALL. KING/JACK STUDS AT HEADERS MAY SERVE AS END STUDS FOR SHEAR WALL 3. FASTEN TOP OF INTERIOR SHEAR WALLS PER 3 AND 4/S2.1 4. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER DETAILS ON S1 -OA 5. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED, SEE PLAN 6. WHERE UPPER LEVEL SHEAR WALLS STACK WITH LOWER LEVEL SHEAR WALLS, WALL SHE THING MUST BE CONTINUOUS FROM 1ST LEVEL BOTTOM PLATE TO 2ND LEVEL TOP PLATE AND UST LAP FLOOR SYSTEM PER OPTION 1 ON DETAIL 2/S2.1 1 TYPICAL SHEAR WALL ELEVATION S2.2,J SCALE: 3/4" I 2ND STORY ob TOP PLATE ELEV. 2ND FLOOR ELEV. PLATE TO HEADER: LSTA18 @ 24" OC, NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 24" DOUBLE TOP PLATES. Vvr%LL GIVUJ UK UUKINtN: (2)LSTA18 FOLD OVER TOP PLATE PER 6/S2.0. (3)LSTA18 AT SHEARWALL ENDS WALL ENDS OR CORNER: MIN (2)PLY STUD PACK AT WALL ENDS OR CORNER. PROVIDE (3)PLY STUD PACK AT SH EAR WALLS WALL ENDS OR CORNER: (2)CS16 STRAPS. (3)CS16 AT SHEARWALL ENDS. 2 S2.0 CS16 STRAP PER KING STUD TO BELOW. BEAM OR GIRDER TRUSS, SEE LAYOUT FOR CONDITION. UPPER WALL / STUDS TO BELOW —/ (1)CS16 @ 48" O.C. BOTTOM PLATE. FLOOR SHEATHING. 4 WALL STRAPPING DETAIL 32.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN STE COUPL (OPTION LOCATE, REQ .� alUu IU IUr rLHlt: LSTA1 . NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" IGH UPLIFT TRAPPING WHERE OTED ON PLAN II RIPPLE STUDS 16" O.C. YPICAL) WALL SECTION TABLE 16: THREADED ROD HSI n nmAml II\ICTAI I ATI/lA, . A ROD 0 (PER PLAN) WOOD PLATE HOLE 0 CONCRETE HOLE 0 WASHER SIZE EMBED DEPTH IS SPECIFIED ON PLAN, EDGE DISTANCE MONO STEM MONO STEM LTT20B IF 6x6 Y» 2 2»x2»x „ Ys 4„ 4» 2" W/ 3,> - J 4 a _7X) 12" 2Y" 3„ THREADED ROD HOLD DOWN SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 3/"4 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 %" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER 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 BUILDIN`-j 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 NOTES: 1. SEE FRAMING PLAN FQR ANCHOR LOCATIONS THREADED ROD HOLD DOWN Jt FILL. 5/4 STUD TO TOP PLATE: LSTA18 @ 32" OC INSTALLED PER 6/S2.0 WOOD NAILING SPECIFICATIONS: SEE TABLE 9/SO.0 FOR WOOD MEMBER FASTENING SCHEDULE WALL BEARING CONDITIONS: WHERE UPPER WALL BEARS ON TOP OF GIRDER TRUSS: CS16'S STARTS AT BOTTOM OF GIRDER TRUSS AND CONTINUES TO LAP UPPER STUDS 11" MIN. ALIGN STRAP WITH TRUSS VERTICAL OR PROVIDE SOLID BLOCKING BETWEEN TRUSS CHORDS AT STRAP LOCATION. PROVIDE MINIMUM (12)10d NAILS EACH END OF STRAP WITH MIN (4)104 NAILS AT EACH TRUSS CHORD. WHERE UPPER WALL BEARS ON TOP OF BEAM IN FLOOR SYSTEM CS16'S LAP UPPER STUDS AND BEAM BELOW 11" MIN. PROVIDE MINIMUM (12)10d NAILS EACH ENE) OF STRAP. WALL ENDS OR CORNER: (2)LSTA18 FOLD OVER TOP PLATE PER 6/S2.0. (3)LSTA18 AT SHEARWALL ENDS 2ND STORY TOP PLATE ELEV. DOUBLE TOP PLATES. 2ND FLOOR ELEV. BOTTOM PLATE. FLOOR SHEATHING. 1 ST FLOOR TOP PLATE ELEV. DOUBLE TOP PLATES. UPPER WALL STUDS TO BELOW (1)CS16 @ 48" O.C. MIN. (2)2x4 PT SYP #2 WALL SHEATHING w/8d @ 6" O.C. EDGE & FIELD. PORCH BEAM SUPPORT POST (2)CS16 STRAPS. (3)CS16 AT IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 SPF#2 SUPPORT. FASTEN BASE W/ LTT20B IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x6 SPF#2 SUPPORT. FASTEN BASE W/ HTT5 - J SOLE PLATE ANCHOR —/II ATTACH PORCH BEAM TO SUPPORT POST W/ (2)HTS16 OR (2)MSTA24 SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. 2x6 SYP#2 NAILER FASTENED TO TOP PL TE w/ 10d I MSTA24 STRAP PARALLEL TRUSS CONDITION n"T OW TS 16 TRAP 2x6 SYP#2 BLOCKING BETWEEN EA TRUSS. FASTEN TO TOP PLATE w/ PERPENDICULAR 10d @ 3" O.C. TRUSS CONDITION POST BASE: MSTA24 4x4 POST: ABU44 STRAP 6x6 POST: ABU66 8x8 POST: ABU88 PORCH. SLAB HTS 16 STRAP 5/8"0 ROD EPDXIED 6" MIN PLAN VIEW OF PORCH PLAN VIEW OF PORCH ELEVATION OF PORCH BEAM AT CORNER POST BEAM AT CENTER POST BEAM AT POST �NPOST AI0c AM TO E LEFT (TYP) NOTES. I. SEE TABLE 8/SO.0 FOR PORCH CEILING SHEATHING SPECIFICATIONS 2. FASTEN TRUSS TO BEAM PER DETAIL 1/S2.1 (DISREGARD FULL HEIGHT ANCHOR ON DETAIL) 3. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATARIAL IS NOT USED TYPICAL PORCH FRAMING SCALE: '/4" STUD TO TOP PLATE: PLATE TO HEADER: LSTA18 LSTA18 @ 32" OC @ 24" OC, NOT REQUIRED INSTALLED PER 6/S2.0 AT GABLE ENDS OR FULL HEIGHT ANCHOR. SEE 2 OPENINGS LESS THAN 24" PLAN FOR SIZE AND SPACING S2.0 WALL ENDS OR CORNER: LAP UPPER STUDS AND (2)CS16 STRAPS. (3)CS16 AT NAILING SHEARWALL EN S. SYSTEM. WALL 7OR CORNE MIN (2 PACK AT WALL ENDS OR CORNER. PROVIDE (3)PLY STUD PACK AT SHEARWALLS Ii o n_ z �^ NAILS EACH END OF STRAP. W � J HIGH UPLIFT STRAPPING WHERE NOTED ON PLAN CRIPPLE STUDS @ 16" O.C. (TYPICAL) z � v z >_ - J WALL ENDS OR CORNER: LAP UPPER STUDS AND (2)CS16 STRAPS. (3)CS16 AT NAILING SHEARWALL EN S. SYSTEM. PROVIDE MINIMUM Ii o n_ z �^ NAILS EACH END OF STRAP. W � J z � v z >_ - J WALL STRAPPING DETAIL CS16 STRAP PER KING STUD TO BELOW. FLOOR SYSTEM i nim DETAIL HIL UINLT Hr ruts WHEN NOTED ON PLAN WOOD NAILING SPECIFICATIONS: SEE TABLE 9/SO.0 FOR WOOD MEMBER FASTENING SCHEDULE WHERE UPPER WALL BEARS ON TOP OF LOWER WALL/ LOWER HEADERS: CS16'S LAP UPPER STUDS AND HEADER BELOW 11" MIN, NO NAILING REQUIRED WHERE STRAP CROSSES THE FLOOR SYSTEM. PROVIDE MINIMUM (12)10d NAILS EACH END OF STRAP. HIGH UPLIFT STRAPPING WHERE NOTED ON PLAN n���cla[es, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 ��' P PONT/G;���, J . GENSF No. OF LSN TAF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER H ERT -19-00059 DATE 02/13/19 DRAFT/DESIGN/CHECK RJ D/RJ D/LA P UNDER ROOF SQ FT 5093 SHEET S2.2 SHEET 11 OF 13 ANCHOR PER JACK STUDS KING STUDS (3)2x STUD CORN ^ P.T. SOLE PL/ SOLE PLATE ANCH H2.5T STRAP 32" O.0 ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING OLE PLATE ANCHOR GAR ANCHOR PER PLAN. THICKENED SLAB EDGE AT GARAGE OPENING. ATTACH GARAGE DOOR THRU UPRIGHT BUCK, EACH SIDE, INTO JAMB STUDS WITH 3�8»Ox 1/2 " LAG SCREWS EVENLY SPAC D @ 10" O.C. O 9 ;1 QI 6 :" I J CURB,/STEMWALI- BELOW NG WALL SEC 10N rj_- TYPICAL GARAGE HEADER/)ACK CONNECTION S2.3 j SCALE: 3/4" = 1'-0" H2.5T STRAP C GARAGE HEADER, SEE PLAN ALWAYS F HEADER TOP OF R OPENIf H2.5T STRAP STUDS PER PLAN. TT5 w/ %8" THREADED ROD PDXIED 12" THICKENED SLAB EDGE AT GARAGE OPENING. CRIPPLE STUD GARAGE HEADER, 'EE PLAN GARAGE CENTER WALL FRAMING SCALE: 3/4" = 1'-0" co 4 I I \ STUD WALL, SEE PLAN. CONT. SHEATHING TO BOT. OF FLOOR TRUSS. NAIL TO EA. FLOOR TRUSS w/2—ROWS OF 8d COMMON NAILS @ 4" O.C. I CS16 STRAPS @ 32" O.C. FASTEN TO RIBBON BOARD & BLOCKING w/ 2-8d NAILS. I CONT. 2x4 NAILED TO EACH 1 TRUSS w/2 -12d COMMON 1 NAILS I 2x4 BLOCKING BOT, OF FLOOR TRUSS SIMPSON HTS16 ATTACH TO FLOOR TRUSS @ EACH FLOOR w/2 -12d TOENAILS TRUSS TRUSS OUTRIGGER SECTION SCALE: N.T.S. OSB BLOCKING PANEL BETWEEN TRUSSES. SEE 4A/S2.1. STUD WALL, SEE PLAN. Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI, 32250 Ph: 242-0908 FL: CA # 8344 0. No, 3 = o = N ' o FrF��M1'1�J' R.W�f l-1Ji���V��b Luis A. Pontim PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR IL INSPECTION FEES. J F_ H -V1 LyJ= W w U � � O � w 2 CIO w �U(.7 OF -Q 0 Z� N J w mom= Q 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. P B NUMBERT-19-00059 DATE 02/13/19 DRAFT/DESIGN/CHECK i RJ D/R J D/LA P UNDER ROOF SQFT 5093 SHEET S2.3 SHEET12 OF 13 (3)LSTA18 FOLD OVER TOP PLATES AT EACH MULTI PLY STUD PACK, SEE DETAIL 6/S2.0. A35 ANGLE EACH SIDE OF MUILPI PLY STUD PACK. (TYPICAL) TOWER •- �� �i11��i11� PLATES1-1'e1� HUC24-2 HANGER EA. END OF HEADER (TYP) (2)CS16 HORIZONTAL TO MAIN BUILDING TOP PLATE. (2)2x6 BLOCKING BETWEEN EACH STUD TO MATCH ADJACENT MAIN BUILDING TOP PLATE HEIGHT. NAIL EACH END w/(4)10d TOENAILS. (3)PLY 2x6 FULL HEIGHT STUDS AT o CORNERS AND HEADER ENDS. (TYPICAL AROUND PERIMETER OF TOWER) F A35 ANGLE EACHSIDE OF WINDO' SILL. (T PICAL) ANGLE": EA IDE OF MUILPI PLY S I FUD PACI<. (TYPICAL) I�I� II11 1� 1 ST F1 • • - • - . IillillilL� \ FRONT TOWER ELEVATIO ,S3.0) SCALE: 31,"=V-0" / FASTEN HEADER EACH END w HUC26— / 2 �! HANGER. (TYPICAL ) ,� ;HEADER PER A35 ANGLE EACH SIDE OF WINDOW SILL. (TYPICAL) _­1IIIIF m PRE—BUILT ENGINEERED �� �ROOF TRUSSES NOT SHOWN FOR CLARITY. G HEADER PER PLAf` FASTEN HEADER EACH END w/HUC26-2 HANGER. (TYPICAL) 7 �IIiIIIIIII� 7 EIiIIIIIiIN F 7 0 W _ J LL. OVERLAP -ALTERNATING PLATES w/ PLATES ON OPPOSITE SIDE OF CORNER (TYPICAL) I PRE—ENC WOOD ROOF T WALL SHEATHING 2ND FLOOR WALL STUDS. SET DIRECTLY ON 1ST FLOOR DOUBLE TOP PLATE. FASTEN BASE OF STUDS TO TOP PLATES w/(3)10d TOENAILS. 3LOCKING -EN STUDS. FASTEN EA. N/(3)10d TOENAILS. > BLOCKING FWEEN EA. TRUSS 2ND LEVEL WALL ATTACHMENT TO 1ST FLOOR AT ROOF BEARING FASTEN LOW ROOF TO TOWER WALLS PER 5/S2.1. WHERE R`GOF TRUSSES BEAR ON THIS TOP PLATE SEE DETAIL 2/S3.0. (3)CS16 STRAPS @ EACH STUD P;AII"K TO BELOW (11 LAP EACH END MIN) (TYPICAL) STUD WALL OR- BEAM/HEADER, SEE PLAN. /Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 J w = W w U 2 Lpm0 �w UC7 O 1— Q z F- 0 4< n mom= Q 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. LPA JOB NUMBER H ERT -19-00059 ------------ DATE 02/13/19 DRAFT/DESIGN/CH ECK R J D/R J D/LA P UNDER ROOF SQFT 5093 SHEET 3.0 SHEET 13 OF 13 FcPO ENs c'- ' N 5-.c =* 11 ST E Cid o `., Fs Luis A. Ponti-o, PE FL PE#53311 REVISIONS DATE 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J w = W w U 2 Lpm0 �w UC7 O 1— Q z F- 0 4< n mom= Q 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. LPA JOB NUMBER H ERT -19-00059 ------------ DATE 02/13/19 DRAFT/DESIGN/CH ECK R J D/R J D/LA P UNDER ROOF SQFT 5093 SHEET 3.0 SHEET 13 OF 13