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W MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-O5/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MS-3 51`I6-I5/IT (I) #5 (1) #5 M13-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BA5ED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO5 I ON-RE5 I STANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER b HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 p5i:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 p5i ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GLO5E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEC F I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOI5T/BLK'6. (3) NAILS a 4" o.c. (3) NAILS ® 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAILS a 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE ENAIL5®24" o.c. NAILS ®I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE ILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH 15 MODEL HA5 BEEN DES 16NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DES16N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED $ EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 NTERNAL PRESSURE GOEFF I G I ENT ENGLOSED, +/- 0.16 ANY WIND 5PEED/EXPOSURE NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION APPROVAL FROM MULHERN � KULP STRUCTURAL EN6 I NEER I N6. EXTERIOR 4 SHEAR WALL 5HEATHIN6 SPEC I F 1 GAT I ON5 INDIGATE5 LOGATION AND EXTENT OF SHEARWALL WH I GH REOU I RE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2V2"xO.131" NAILS @ 6" o.c.. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2V211xO.131" NAILS @ 3" o.6. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/52" PLYWOOD OR 05B FASTENED w/ 'xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GONSTRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 P5F/-20.q P5F +18.5 PSF/-20.q PSF 16' Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 PSF 10 5QFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 5QFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 PSF/-22.0 P5F 500 SOFT. +15.5 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined a5 the 5maller of 10% of leo5t horiz. dim. or 40% of mean roof height. NOTE: Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-10 Section 2.4.1 from Ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 to obtain ultimate pre55ure5. ROOF FRAMINC6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. O5B/PLYWOOD 5HEATHIN6 16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 13G51 I GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF C71RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •----'- - -- -INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL 5TRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2017) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 $ DECKS) = 30 PSF @ SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED a EXPOSURE AS LISTED R15K GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS 5PAGED ® 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 8 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS & OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ EDGES $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKINO IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 p5i; E=1.55x I Orb p5i • LVL - Fb=2600 p5i; Fv=285 p5i; E=2.Ox10^b p5i • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"0.131" NAILS a 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. U5E 2 ROWS OF NAILS FOR 2x6 � 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" 51MP5ON 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) a 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED WY4" DIA. X 4" LONG TAPGON5 a 24" O.G. FLOOR FRAM I N6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREADS. 9 SEE STAIR FRAMING 5EGTION FOR MORE INFO. seal: 7 -0 JUL *22 ' ATE F Z? © copyright ; f(Fll • ®�� strs4 ��s 0zz s w w Z c CD Z z rn J � a sE Z= IS f- U_ ACS • 'r ��- c W E 3:T z a. o _J W p o o y W m C N C M O. M&K project number: 068-2001 project mgr: drawn by, issue date: NJMI JAI 04- 1 3- O REVISIONS: date: initial: W N 0 d U I -- sheet: a r, Z J W 0 2 0 n. 'Q Q 0 J U) z x a W 'Q W r'Q V d I~ 0 Z Z SW0.0