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)ocuSign Envelope ID: 80F120FA-2DA74870-B30E-7E. "84ii � .'DD TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 rn 0 I 1'2c:INIs , N DESIGN CRITERIA AND LOAD'. TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NI -,TES 3A Building Code Florida Building and Residential Codes 6''' L dition (20' Code for Design Loads ANSI/ASCE 7 ROOF LOADING... ......................... TOP CHORD LIVE LOAD ............... TOP CHORD DEAD LOAD ............. BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ATTICS WITHOUT STORAGE..... BOTTOM CHORD DEAD LOAD ..... WIND LOADING ..................... ASCE 7-10, 3S GUST ............. BASIC WIND SPEED EXPOSURE CATEGORY....... BUILDING CATEGORY ............. . ENCLOSURE CLASSIFICATION. INTERNAL PRESSURE COEFF C&C DESIGN PRESSURES... FLOOR LOADING ..................... .... TOP CHORD LIVE LOAD ............... TOP CHORD DEAD LOAD ............... BOTTOM CHORD LIVE LOAD....... BOTTOM CHORD DEAD LOAD...... SPECIAL FLOOR (GAME ROOM) LC (SIN TOP CHORD LIVE LOAD........ ... TOP CHORD DEAD LOAD........... BOTTOM CHORD LIVE LOAD. .... BOTTOM CHORD DEAD LOAD .. MAXIMUM FLOOR TRUSS SPACINl DEFLECTION CRITERIA ROOF TRUSSES ... ............ OPEN WEB FLOOR TRUSSES. ... WOOD I JOISTS ............................ C, 1 20 PSF 7 PSF ( E F 20 PSF 10 PSF (NON-C('NC! ?L 5 PSF CJ= 1. 6': 139 MPI i V ENCL051 D 0 18 (SEE C,, 40 PSF 10 PSF 0 PSF 5 PSF PSI` PSF PSF PSF 6 O.0 ! 1 '24( FL' 18C Ti- MAX UI L L 48t 1 L 3F', LL ! 48i1 TL / 24( TL MAX II / l BEAMS ................................._ . _... ILL36CTL ! 24( NOTES: 1. PORCH BEAMS AND BEAMS SUPPO R FING EXTERIOR v ABOVE SHALL NOT EXCEED Y4' DE 1 LFC - IION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSUF-. WINDOWS AND DOORS EFFECTIVE ZONE E ,I .SIGNATI; "J WIND AREA IZ -interior Zo , L ; Z 0 -20 ftZ +28.54- i( t+ • I 28 `_- 21 - 50 ft2 +27.17 ..>9 ` 27 51 - 100 ftZ +25.52 2T +25 ". 101 - 200 ftZ +24.25 26 (: +24 VINYL SOFFIT MAX PRESSURE (!,4) 25, GARAGE DOOR PRESSURE +2 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAB EN AS THE 1ST 4.0' PER FIGURE R301.2 1 1ST FLOOR 4.0 FT (TYP) END Z �E DLSIG TIC f' z STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%" 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE = c� (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. `= w s0 � Z MIN „ 24/16SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL - ALL OTHER VENEER W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); (NOTE 8) 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) i O TILE ROOF MIN 1%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND = w 8" O.C. IN THE FIELD < 00 MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION uJ z SHINGLE AND METAL ROOF (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD, FLOOR DECK SHEATHING: 2%32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. , 3 MIN /8 OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W18d ORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN /Z" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD N,., I ES: 1 1 OR SHEATHING THICKNESS GREATER THAN 1%32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. F LOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP "EDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. " 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL H1LLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY E TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW MIN TRUCTURAL REQUIREMENTS ARE ;/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL -PECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY ND INSTALLATION REQUIREMENTS ALLOW, 15/37" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. ^JOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, : ONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND NOTES 1. 2. 3. 4 DIAMETER LENGTH 8d COMMON 0,131" 2-'/2' 8d RINGSHANK 0.113" 2 3/8' 10d x 1-'/2" 0.148" 2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/," 16d SINKER 0.148" 3-'/4' 16d COMMON 0.162" 3-%" 11 TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED, CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH, ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 7 COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE 0 SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 0 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. a TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)/. X 1 /z" SDS SCREWS (8) Y2 1 1 %' x 1' WS15-GC DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I (NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1 (NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE IN (26) 0.162' x 2 /' IN (26) 0.162" x 2 /z HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON (NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I, IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS 1' (24) 3" WS IN STUD IN STUD GROUP (13) 10d COMMON 13 10d COMMON HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( ) 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE I' (7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _ (8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN [HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 'r>" IN II STUD STUD (12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER I' (NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r; STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1 ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h (NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (5) 16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5 ✓� ) 10d x 1'/1' IN HUC48, (14 ) HD481F, TRUSS TRUSS I) HEADER HEADER H8 HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN - HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING 12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I (4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER -- HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -� IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT INN MASONRY (4) /. x TITEN SCREWS OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>. REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN 1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD E'.N EACH i WAY > OSB ORIENTED S,, RAND BOARD O Q 0 WISP V4'UU[J SL,�;UC FURAL PANEL NIn SYP SCUTTIUPN Yh.LLOW PINE: APES SPF SPRUCE r III_-i-Ufi N U CONT CONTINUOUS 10 (1) O C. ON CFNTER O N LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a ;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER � J � IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS � W INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds �':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios STRUCTURAL. WOOD REAM O a Y 9000 REGENCY SQUARE BLVD. STUD COLI'MN KEYNO.i E (.,) C SUITE 0 JACKS NVILLE FL 32211 ------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O O NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w d + cn - 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. � 1 2 11 2 S rUDS 1 0r. _ T W a Ill- o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0 Lc j 2 ANCHOR 0 W 'U - 1- -- � -- BOTTOMUM OF STUD COLUMN CONNECTION1HMON � ---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A # 2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I' "ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W `---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q HEADER o,' T i`kAPPING KEYNOTE 0 -------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i t } MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w ?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�► - - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU GROIJP 71_l `STUDS/HEADER/BEAM. I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O O O NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O - NO --- - - -. HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl- LO F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V �t_i_E i' ; ^�Ih; > KL Y,)OTE Z w i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q f-- t - t --- W --- - NL ! . :ii � i! SIDE OF OPENING Z Z U) Uj F -,f !"dG #2 SYP HEADER 1N H ADER mLU 0 cn _ IF ADER FRAMING KEYNOTE LLJ C) F_ !.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i ., z_ I .. T_._. - NUPvBL- DS Z I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q L LL .._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U I - - - DEPTH OF LOAD -BEARING EWP HEADER 2 - - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W - - o W DEADER FRAMINI.31 I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z ST.AG(�ERED. O a Z 2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑ 3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W 4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O � ". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_ I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O •SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF' .1 • DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02 • FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES } O PROJECT NO V,J S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 � ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W ,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN: DO SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q 2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF � ? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.9 1. a LL BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q 5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U UPPER LEVEL OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i / 6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � �� `!�• G E N '• 9 ♦♦ice c FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM � T! 11CKNES� AND M. L I- -CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a' o - •w 10.• C� Q '♦ S • Q O 07-02-2020 p Ill- W 01) U REVISIONS: LL L11- Q No. Description Date I—-- W U) J Q j Q O z 2 C U W 1-- x W STm1 a CMU/METAL CONNECTOR ENGINEERINGa N,., I ES: 1 1 OR SHEATHING THICKNESS GREATER THAN 1%32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. F LOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP "EDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. " 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL H1LLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY E TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW MIN TRUCTURAL REQUIREMENTS ARE ;/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL -PECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY ND INSTALLATION REQUIREMENTS ALLOW, 15/37" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. ^JOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, : ONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND NOTES 1. 2. 3. 4 DIAMETER LENGTH 8d COMMON 0,131" 2-'/2' 8d RINGSHANK 0.113" 2 3/8' 10d x 1-'/2" 0.148" 2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/," 16d SINKER 0.148" 3-'/4' 16d COMMON 0.162" 3-%" 11 TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED, CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH, ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 7 COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE 0 SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 0 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. a TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)/. X 1 /z" SDS SCREWS (8) Y2 1 1 %' x 1' WS15-GC DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I (NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1 (NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE IN (26) 0.162' x 2 /' IN (26) 0.162" x 2 /z HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON (NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I, IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS 1' (24) 3" WS IN STUD IN STUD GROUP (13) 10d COMMON 13 10d COMMON HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( ) 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE I' (7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _ (8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN [HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 'r>" IN II STUD STUD (12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER I' (NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r; STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1 ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h (NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (5) 16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5 ✓� ) 10d x 1'/1' IN HUC48, (14 ) HD481F, TRUSS TRUSS I) HEADER HEADER H8 HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN - HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING 12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I (4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER -- HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -� IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT INN MASONRY (4) /. x TITEN SCREWS OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>. REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN 1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD E'.N EACH i WAY > OSB ORIENTED S,, RAND BOARD O Q 0 WISP V4'UU[J SL,�;UC FURAL PANEL NIn SYP SCUTTIUPN Yh.LLOW PINE: APES SPF SPRUCE r III_-i-Ufi N U CONT CONTINUOUS 10 (1) O C. ON CFNTER O N LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a ;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER � J � IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS � W INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds �':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios STRUCTURAL. WOOD REAM O a Y 9000 REGENCY SQUARE BLVD. STUD COLI'MN KEYNO.i E (.,) C SUITE 0 JACKS NVILLE FL 32211 ------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O O NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w d + cn - 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. � 1 2 11 2 S rUDS 1 0r. _ T W a Ill- o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0 Lc j 2 ANCHOR 0 W 'U - 1- -- � -- BOTTOMUM OF STUD COLUMN CONNECTION1HMON � ---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A # 2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I' "ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W `---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q HEADER o,' T i`kAPPING KEYNOTE 0 -------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i t } MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w ?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�► - - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU GROIJP 71_l `STUDS/HEADER/BEAM. I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O O O NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O - NO --- - - -. HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl- LO F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V �t_i_E i' ; ^�Ih; > KL Y,)OTE Z w i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q f-- t - t --- W --- - NL ! . :ii � i! SIDE OF OPENING Z Z U) Uj F -,f !"dG #2 SYP HEADER 1N H ADER mLU 0 cn _ IF ADER FRAMING KEYNOTE LLJ C) F_ !.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i ., z_ I .. T_._. - NUPvBL- DS Z I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q L LL .._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U I - - - DEPTH OF LOAD -BEARING EWP HEADER 2 - - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W - - o W DEADER FRAMINI.31 I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z ST.AG(�ERED. O a Z 2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑ 3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W 4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O � ". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_ I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O •SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF' .1 • DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02 • FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES } O PROJECT NO V,J S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 � ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W ,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN: DO SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q 2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF � ? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.9 1. a LL BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q 5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U UPPER LEVEL OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i / 6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � �� `!�• G E N '• 9 ♦♦ice c FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM � T! 11CKNES� AND M. L I- -CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a' o - •w 10.• C� Q '♦ S • Q O 07-02-2020 p Ill- W 01) U REVISIONS: LL L11- Q No. Description Date I—-- W U) J Q j Q O z 2 C U W 1-- x W STm1 a CMU/METAL CONNECTOR ENGINEERINGa TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED, CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH, ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 7 COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE 0 SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 0 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. a TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)/. X 1 /z" SDS SCREWS (8) Y2 1 1 %' x 1' WS15-GC DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I (NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1 (NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE IN (26) 0.162' x 2 /' IN (26) 0.162" x 2 /z HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON (NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I, IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS 1' (24) 3" WS IN STUD IN STUD GROUP (13) 10d COMMON 13 10d COMMON HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( ) 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE I' (7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _ (8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN [HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 'r>" IN II STUD STUD (12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER I' (NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r; STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1 ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h (NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (5) 16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5 ✓� ) 10d x 1'/1' IN HUC48, (14 ) HD481F, TRUSS TRUSS I) HEADER HEADER H8 HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN - HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING 12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I (4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER -- HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -� IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT INN MASONRY (4) /. x TITEN SCREWS OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>. REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN 1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD E'.N EACH i WAY > OSB ORIENTED S,, RAND BOARD O Q 0 WISP V4'UU[J SL,�;UC FURAL PANEL NIn SYP SCUTTIUPN Yh.LLOW PINE: APES SPF SPRUCE r III_-i-Ufi N U CONT CONTINUOUS 10 (1) O C. ON CFNTER O N LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a ;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER � J � IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS � W INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds �':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios STRUCTURAL. WOOD REAM O a Y 9000 REGENCY SQUARE BLVD. STUD COLI'MN KEYNO.i E (.,) C SUITE 0 JACKS NVILLE FL 32211 ------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O O NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w d + cn - 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. � 1 2 11 2 S rUDS 1 0r. _ T W a Ill- o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0 Lc j 2 ANCHOR 0 W 'U - 1- -- � -- BOTTOMUM OF STUD COLUMN CONNECTION1HMON � ---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A # 2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I' "ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W `---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q HEADER o,' T i`kAPPING KEYNOTE 0 -------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i t } MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w ?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�► - - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU GROIJP 71_l `STUDS/HEADER/BEAM. I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O O O NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O - NO --- - - -. HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl- LO F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V �t_i_E i' ; ^�Ih; > KL Y,)OTE Z w i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q f-- t - t --- W --- - NL ! . :ii � i! SIDE OF OPENING Z Z U) Uj F -,f !"dG #2 SYP HEADER 1N H ADER mLU 0 cn _ IF ADER FRAMING KEYNOTE LLJ C) F_ !.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i ., z_ I .. T_._. - NUPvBL- DS Z I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q L LL .._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U I - - - DEPTH OF LOAD -BEARING EWP HEADER 2 - - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W - - o W DEADER FRAMINI.31 I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z ST.AG(�ERED. O a Z 2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑ 3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W 4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O � ". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_ I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O •SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF' .1 • DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02 • FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES } O PROJECT NO V,J S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 � ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W ,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN: DO SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q 2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF � ? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.9 1. a LL BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q 5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U UPPER LEVEL OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i / 6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � �� `!�• G E N '• 9 ♦♦ice c FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM � T! 11CKNES� AND M. L I- -CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a' o - •w 10.• C� Q '♦ S • Q O 07-02-2020 p Ill- W 01) U REVISIONS: LL L11- Q No. Description Date I—-- W U) J Q j Q O z 2 C U W 1-- x W STm1 a CMU/METAL CONNECTOR ENGINEERINGa NOTES: 1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 7 COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE 0 SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 0 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. a TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)/. X 1 /z" SDS SCREWS (8) Y2 1 1 %' x 1' WS15-GC DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I (NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1 (NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE IN (26) 0.162' x 2 /' IN (26) 0.162" x 2 /z HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON (NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I, IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS 1' (24) 3" WS IN STUD IN STUD GROUP (13) 10d COMMON 13 10d COMMON HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( ) 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE I' (7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _ (8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN [HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 'r>" IN II STUD STUD (12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER I' (NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r; STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1 ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h (NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (5) 16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5 ✓� ) 10d x 1'/1' IN HUC48, (14 ) HD481F, TRUSS TRUSS I) HEADER HEADER H8 HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN - HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING 12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I (4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER -- HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -� IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT INN MASONRY (4) /. x TITEN SCREWS OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>. REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN 1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD E'.N EACH i WAY > OSB ORIENTED S,, RAND BOARD O Q 0 WISP V4'UU[J SL,�;UC FURAL PANEL NIn SYP SCUTTIUPN Yh.LLOW PINE: APES SPF SPRUCE r III_-i-Ufi N U CONT CONTINUOUS 10 (1) O C. ON CFNTER O N LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a ;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER � J � IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS � W INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds �':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios STRUCTURAL. WOOD REAM O a Y 9000 REGENCY SQUARE BLVD. STUD COLI'MN KEYNO.i E (.,) C SUITE 0 JACKS NVILLE FL 32211 ------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O O NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w d + cn - 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. � 1 2 11 2 S rUDS 1 0r. _ T W a Ill- o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0 Lc j 2 ANCHOR 0 W 'U - 1- -- � -- BOTTOMUM OF STUD COLUMN CONNECTION1HMON � ---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A # 2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I' "ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W `---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q HEADER o,' T i`kAPPING KEYNOTE 0 -------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i t } MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w ?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�► - - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU GROIJP 71_l `STUDS/HEADER/BEAM. I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O O O NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O - NO --- - - -. HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl- LO F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V �t_i_E i' ; ^�Ih; > KL Y,)OTE Z w i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q f-- t - t --- W --- - NL ! . :ii � i! SIDE OF OPENING Z Z U) Uj F -,f !"dG #2 SYP HEADER 1N H ADER mLU 0 cn _ IF ADER FRAMING KEYNOTE LLJ C) F_ !.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i ., z_ I .. T_._. - NUPvBL- DS Z I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q L LL .._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U I - - - DEPTH OF LOAD -BEARING EWP HEADER 2 - - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W - - o W DEADER FRAMINI.31 I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z ST.AG(�ERED. O a Z 2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑ 3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W 4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O � ". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_ I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O •SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF' .1 • DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02 • FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES } O PROJECT NO V,J S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 � ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W ,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN: DO SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q 2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF � ? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.9 1. a LL BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q 5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U UPPER LEVEL OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i / 6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � �� `!�• G E N '• 9 ♦♦ice c FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM � T! 11CKNES� AND M. L I- -CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a' o - •w 10.• C� Q '♦ S • Q O 07-02-2020 p Ill- W 01) U REVISIONS: LL L11- Q No. Description Date I—-- W U) J Q j Q O z 2 C U W 1-- x W STm1 a CMU/METAL CONNECTOR ENGINEERINGa CONCRETE AND FOUNDATION NOTES CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 0 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. a TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)/. X 1 /z" SDS SCREWS (8) Y2 1 1 %' x 1' WS15-GC DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I (NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1 (NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE IN (26) 0.162' x 2 /' IN (26) 0.162" x 2 /z HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON (NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I, IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS 1' (24) 3" WS IN STUD IN STUD GROUP (13) 10d COMMON 13 10d COMMON HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( ) 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE I' (7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _ (8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN [HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 'r>" IN II STUD STUD (12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER I' (NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r; STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1 ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h (NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (5) 16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5 ✓� ) 10d x 1'/1' IN HUC48, (14 ) HD481F, TRUSS TRUSS I) HEADER HEADER H8 HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN - HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING 12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I (4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER -- HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -� IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT INN MASONRY (4) /. x TITEN SCREWS OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>. REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN 1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD E'.N EACH i WAY > OSB ORIENTED S,, RAND BOARD O Q 0 WISP V4'UU[J SL,�;UC FURAL PANEL NIn SYP SCUTTIUPN Yh.LLOW PINE: APES SPF SPRUCE r III_-i-Ufi N U CONT CONTINUOUS 10 (1) O C. ON CFNTER O N LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a ;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER � J � IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS � W INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds �':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios STRUCTURAL. WOOD REAM O a Y 9000 REGENCY SQUARE BLVD. STUD COLI'MN KEYNO.i E (.,) C SUITE 0 JACKS NVILLE FL 32211 ------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O O NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w d + cn - 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. � 1 2 11 2 S rUDS 1 0r. _ T W a Ill- o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0 Lc j 2 ANCHOR 0 W 'U - 1- -- � -- BOTTOMUM OF STUD COLUMN CONNECTION1HMON � ---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A # 2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I' "ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W `---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q HEADER o,' T i`kAPPING KEYNOTE 0 -------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i t } MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w ?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�► - - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU GROIJP 71_l `STUDS/HEADER/BEAM. I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O O O NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O - NO --- - - -. HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl- LO F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V �t_i_E i' ; ^�Ih; > KL Y,)OTE Z w i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q f-- t - t --- W --- - NL ! . :ii � i! SIDE OF OPENING Z Z U) Uj F -,f !"dG #2 SYP HEADER 1N H ADER mLU 0 cn _ IF ADER FRAMING KEYNOTE LLJ C) F_ !.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i ., z_ I .. T_._. - NUPvBL- DS Z I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q L LL .._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U I - - - DEPTH OF LOAD -BEARING EWP HEADER 2 - - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W - - o W DEADER FRAMINI.31 I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z ST.AG(�ERED. O a Z 2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑ 3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W 4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O � ". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_ I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O •SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF' .1 • DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02 • FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES } O PROJECT NO V,J S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 � ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W ,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN: DO SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q 2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF � ? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.9 1. a LL BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q 5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U UPPER LEVEL OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i / 6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � �� `!�• G E N '• 9 ♦♦ice c FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM � T! 11CKNES� AND M. L I- -CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a' o - •w 10.• C� Q '♦ S • Q O 07-02-2020 p Ill- W 01) U REVISIONS: LL L11- Q No. Description Date I—-- W U) J Q j Q O z 2 C U W 1-- x W STm1 a CMU/METAL CONNECTOR ENGINEERINGa NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>. REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN 1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL O FOR ENGINEER OF RECORD E'.N EACH i WAY > OSB ORIENTED S,, RAND BOARD O Q 0 WISP V4'UU[J SL,�;UC FURAL PANEL NIn SYP SCUTTIUPN Yh.LLOW PINE: APES SPF SPRUCE r III_-i-Ufi N U CONT CONTINUOUS 10 (1) O C. ON CFNTER O N LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a ;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER � J � IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS � W INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds �':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios STRUCTURAL. WOOD REAM O a Y 9000 REGENCY SQUARE BLVD. STUD COLI'MN KEYNO.i E (.,) C SUITE 0 JACKS NVILLE FL 32211 ------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O O NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w d + cn - 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. � 1 2 11 2 S rUDS 1 0r. _ T W a Ill- o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0 Lc j 2 ANCHOR 0 W 'U - 1- -- � -- BOTTOMUM OF STUD COLUMN CONNECTION1HMON � ---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A # 2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I' "ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W `---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q HEADER o,' T i`kAPPING KEYNOTE 0 -------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i t } MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w ?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�► - - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU GROIJP 71_l `STUDS/HEADER/BEAM. I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O O O NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O - NO --- - - -. HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl- LO F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V �t_i_E i' ; ^�Ih; > KL Y,)OTE Z w i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q f-- t - t --- W --- - NL ! . :ii � i! SIDE OF OPENING Z Z U) Uj F -,f !"dG #2 SYP HEADER 1N H ADER mLU 0 cn _ IF ADER FRAMING KEYNOTE LLJ C) F_ !.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i ., z_ I .. T_._. - NUPvBL- DS Z I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q L LL .._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U I - - - DEPTH OF LOAD -BEARING EWP HEADER 2 - - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W - - o W DEADER FRAMINI.31 I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z ST.AG(�ERED. O a Z 2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑ 3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W 4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O � ". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_ I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O •SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF' .1 • DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02 • FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C. U z FRAMING NOTES } O PROJECT NO V,J S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 � ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W ,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN: DO SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q 2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF � ? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W TABLE 2304.9 1. a LL BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q 5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U UPPER LEVEL OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i / 6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � �� `!�• G E N '• 9 ♦♦ice c FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM � T! 11CKNES� AND M. L I- -CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a' o - •w 10.• C� Q '♦ S • Q O 07-02-2020 p Ill- W 01) U REVISIONS: LL L11- Q No. Description Date I—-- W U) J Q j Q O z 2 C U W 1-- x W STm1 a CMU/METAL CONNECTOR ENGINEERINGa