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1769 ATLANTIC BEACH DR - STRU DRAWINGSBUILDER: Ossi Homes SUBDIVISION: Atlantic Beach Country Club OFFICE COPY LOT NUMBER: 36 ALL EXTERIOR WALLS HE D BACK 1/2" FOR SHEATHING MODEL: Adcock Residence ° DESIGNED/CHECKED: �o DB/DM 9 I III J17 J13 J18 J14 CONVENTIONALF J19 T25 ALL EXTERIOR WALLS HELD BACK 1l2' FOR SHEATHINGiJi �i`FRAMING J15 - >2' i\V JAHT.26 T26 8' 5'7„ 11'5,, 5'7" 8,T22 1- -1I— —1 1— II-1�w �� CWio T23 _ T27 o ✓�o rT24�$G02 FGE01 T28 r, O, �, r 1'2"8 FG02 FT01 — ID 1 iu J21 N 7 ? 8-3SDS4.5 FGO6 HG 028-3 D .5 - J01 T J01 FT01 J21 ry � D D FTO1 - J03 J03 J21 FT01 J05 J05 Ft J21 rn O < LL > LL O c LL 'n N O LL a LL FT01 J07 - 7— 7— J07 J21 J07 J07 PEX. J07 5'8'-b-1-2-1-2-1-2-1-2-1--- - c. - 2' 2' 2' 2 - - 2' I FT01 J07 J21 FT01 J07 J07 J21 FT01 J07 JO5 J21 e Jor' This drawing is of sufficient = r FT01 5✓O>.. 9 J07 AC m J03 alone for installs ion. J21 FG07 v Jo7C HTU26 x > J01 Additional instructions FGEO F06 GO8 J23 w &ITU26 n J01 N HTU2@12 - accompanying this drawing, J23 F06 STAIRS TU26 J T31 JU3 0 = r. J04 > Via, 0> including BCSI- 1, should be. J23 F07cl #HTU26 T31 J04 - J03 used In con�unctl n with the F07 T31 JOS 'O _ _ _ _ architectural and structural J23 FG09 s" HTU26 `T1 x 2_ 2 = x x J0, plans during installation. If J23BCSI-B1 Foa Z, ,, T32 T» has not been - T02 FT02 T33 = o I > > oy shipped to the site with the FT03 N OPEN TO T34 T1b Components sho n on this FT02 ABOVE'ri s page, please cor tact Apex FT02 T35 J05 _zo Jos Technology fora free copy.. " T36A m m m m m Permanent bracing for the FT02 1',0"8 T36 J03 n N 11 J03 building,. includin bracing to FG10 T37 J01 T20 J01 resist wind, seismic, or other I 11/ 'LED ER FG11 �. - lateral forces, an permanent T29 1, T37 (_ 1 bracing for all structural T30 T38 s✓oe elements, is the esponsibility J15 T39 �,°° > > of the Engineer f Record for - J,a J14 I-3'2"�10'S"1140'7 th ure ort the building J14 J19 J19 = signer, r ANSI/TPI 1- J13 J13 J18 J18 I L OZE }} r 2. F�it�g 1'7" ti✓ J17 J17 gLP °� ®� �)^ry > > > > > > > > > > y✓�2 ... �. m ®„f ate. ' ° e.;�£ a zos lar zona m,m R `.1 1 5' m e a I 4911" a 34004 DRAG LOAD APPLIED TO T32. REFERTOSHOP DRAWINGS AND STRUCTURAL ENGINEERING FORm i ADDITIONAL INFORMATION. APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224- 904.821.5200 925-1 7 , DESIGN CRITERIA AND LOADS TABLE 2: WOOD �TRUCTURAL PANEL SHEATHING REQUIREMENTS SHEET INDEX TABLE 7: METAL CONNECTOR SCHEDULE NOTES 3, 4 C Buildinqg2ft Florida Building and Residential Codes, 5" Edition (2014) Code for Design Loads In ANSI/ASCE 7-10 2 DS STU ROOF LOADING' ............................................... Cd = 1�25 TOP CHORD LIVE LOAD ....................... ___ ... _20 PSF TOP CHORD DEAD LOAD ................ ............... 7 PSF BOTTOM CHORD LIVE LOAD USP ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE.. .......... .......... 10 PSF BOTTOM CHORD DEAD LOAD ........................ (NON -CONCURRENT) 5 PSF (8) Y4" x 1 Y2" SDS SCREWS BE HOT (8) Y4" x IY2,"WS 1 5 -GC DIPPED GALVANIZED. WIND LOADING ............. ........................... ... Cd = 1.60 ASCE 7-10,3S GUST ... ........ ............. BASIC WIND SPEED ... 130 MPH EXPOSURE CATEGORY ........... ...................... C BUILDING CATEGORY ......... ........................... 11 ENCLOSURE CLASSIFICATION. ..... ............ —ENCLOSED INTERNAL PRESSURE COEFF ........................ o.18 C&C DESIGN PRESSURES ... ........... .............. (SEE TABLE 1) FLOOR LOADING ................................. Cd = 1.00 TOP CHORD LIVE LOAD ..... ............................ 40 PSF TOP CHORD DEAD LOAD ......................... ...... 10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD ......... ........... _ 5 PSF STRAP SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) L STRAP FOR PLATE HFIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK -ORIENTED HEADER REQUIREMENT. SPECIAL FLOOR �IGAMEEgqMLL�� ... �Cd = 1,00 TOP CHORD LIVE LOAD ........ ............... ......... 60 PSF TOP CHORD DEAD LOAD ....................... __ .... 10 PSF BOTTOM CHORD LIVE LOAD ................... _ ..... BOTTOM CHORD DEAD LOAD ....... ............ MAXIMUM FLOOR TRUSS SPACING .............. 0 PSF ... 5PSF 16" O�Cz STUD/BEAM/TRUSS 1,2,3 HTT45 STUD/BEAMITRUSS MTS12 DEFLECTION CRITERIA MTW12 ROOF TRUSSES .................................. ........... LL/240 V 0 x 6" EMBED ANCHOR TL/180 V 0 x 6" EMBED ANCHOR TL MAX 1" UP TO EACH END 40'SPAN OPEN WEB FLOOR TRUSSES/BEAMS .......... LL/360 IN CONCRETE TI -122-40 IN CONCRETE TL MAX 3/�4" WOOD I JOISTS ......................................... ..... LL/480 5, TL/240 (26) 0.162" x 2 Y2" IN TL MAX Y211 CC I STUCCO AND DIRECTLY MIN 1Y32"32/16,sr-AN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (�/%" 24/16 0 CD - z ADHEREDSTONE INSTALLED HCRIZONTALLY) W! 8d COMMON: 6" O�C� AT PANEL EDGES, 12" O.0 IN THE w y FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. LU (NOTE6) X w < MIN X6 " 24116 SPAN RATED OSB OR PLYWOOD I NSTALL ED VERTICAL OR HORI ZONTAL ALL OTHER VENEER W/ 8d COMMON: 6" O.C, EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); (NOTE8) 6" O,C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL ED:;ES) MIN 32/16SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION TILE ROOF 0z PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND Uj - (NOTE 7) 0 m C/) 8" O�C. IN THE FIELD 0 Uj MIN 7/ic" 24/16 SPAN RATED OSB OR PLYWOOD iNSTALLED WITH LONG DIMENSION 0 m 0 SHINGLE AND METAL ROOF PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" w U) F (NOTE 9) 1 O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYA.IVOODW/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. PORCH CEILING BOARD SHEATHIN MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPOR S W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" Q,C. IN THE FIELD. "SVV' DESIGNATED SHEAR WALL"): MIN Z16" OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W1 8d COMMON: 3" (NOTE 8) O.C. AT PANEL EDGES, 6` O�C, IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES). NOTES: 1 . FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32.116 SPANRATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACC ALTERNATE FOR ARA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPL EMENTS OF CURRENT APPROVED ARA. . SPECIFICATIONS. 5� FLOOR FASTENERS ARE MINIMUM: REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHAK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. %2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN ARA RECOMMENDATION PER APATECHNICAL BULLETIN 0370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR Pl_�(`WOOD_ SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENtsARE %" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEKIBLE VENEER WALL SPECIFICATIONS. INCLU .&FULL AND PARTIAL HEIGHT VENEER APPLICATIONS, 7. !Y32" PLYWOOD IS A WARRANTY -IMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION �EQUIREMENTS ALLOW, '5A,,," ARA RATED OSB OR EQUAL MAY BE USED TO SUPPOR-- TILE ROOF. 8. WOOD STRUCTURAL PANEL MAYBE INSTALLED VERTICALLY OR HORIZONTALLY Wi UNBLOCKED HORIZONTAL PANEL EDGES. WOOD BLOCKING IS REQUIRED -OR SHEARWALLS LESS THAN 5'IN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTUREFVS INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEAT HING EXCEEDING THE STRUCTJRAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHI NG IN ACCORDANCE WITH ROOFING SPECIFICATIONS. ,TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (1,N O.C.1 OTES 1, 2, 3- I STUCCO FINISH -U360 FLEXIBLE FINISH -L/120 BEARING CONDITION I WALL HEIGHT WALL HEIGHT NOTES: 8 FT 9 FT I0 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 F-1 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2X4 SPF STUD 16* 16 16 FBC 1605.3. 1. 1. 2x4 NO.2 SPF 11 16 12 16 16 16* 12 z 1�1 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE In 2 2 DS STU (D fy- LIJ cc L * 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN SIMPSON 2ANCH 0 SIMPSON SIMPSON FASTENERS USP LISP FASTENERS SIMPSON FASTENERS LISP USP FASTENERS GARAGE DOOR PRESSURE SEE FRAMING PLAN (8) Y4" x 1 Y2" SDS SCREWS BE HOT (8) Y4" x IY2,"WS 1 5 -GC DIPPED GALVANIZED. WINDOWS WITH INTERMED!ATE JACK S IDS M BE TREATED AS SEPARATE OPENINGS, :D 1,2,3 IN STUD Y2" 0 x 4 Y2-," 1,2,? WOOD SCREWS IN STUD 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 'I Od @ 8"O.C. STAGGERED. (9) 10d COMMON FOR OPENING WIDTHS LESS -1 HAN 48", A MZ�y2x_ PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH (3) 10d (9) 1 Od COMMON DTT2z EMBED EPDXY OR DTB-TZ Y2" 0 x 4Y2" EMBED EPDXY CS18 EACH END OF CS20 EACH FND OF P: SCREW ANCHOR OR SCREW ANCHOR THE TRUSS ENGINEER SHALL PROVIDE ALL -TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUEMIT STRAP SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) L STRAP FOR PLATE HFIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK -ORIENTED HEADER REQUIREMENT. (18) 0.162" x 2 Y2" I N (18) 0.162" x 2 X2" IN WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM ANDTOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 1,2,3� HTT4 STUD/BEAM/TRUSS 1,2,3 HTT45 STUD/BEAMITRUSS MTS12 (7) 1 Od x 1 Y2" MTW12 (7) 1 Od x 1 Y2" 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. V 0 x 6" EMBED ANCHOR L IN SITUATIONS WHERE PLATE HEIGHT E EVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING V 0 x 6" EMBED ANCHOR EACH END EACH END BE DISREGARDED. IN CONCRETE IN CONCRETE < B 5, CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THEITYPICAL WALL SECTION SHEET. (26) 0.162" x 2 Y2" IN THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. (26) 0.162" x 2 Y2" IN OF PLANE WIND LOADS. ANY SHIM MIAT - IAL BE_I`W`EEN TOP OF OPENING & BOTTOM OF HEADER SHALL BE FASTENED - " A4 t� !,O� I.. HTT5 1,23 STUD/BEAM/TRUSS HTT4�2,k STUD/BEAMTFRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON V 0 x 6" EMBED ANCHOR 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)Y4" x 3" SDS SCREWS (24) 3" WS IN STU -D HDQ8-SD83 IN STUD GROUP PHD8 z GROUP MSTA36 (13) 10d COMMON MSTA36 (13) 1 0o COMMON Z" 0 X 12" EMBED ANCHOR 0 x 12" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (38) 16d SIN KERS INTO 16d SINKERS INTO (11) 1 Od x li)/2" IN (11) 10d x IY2" IN STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER HTvV20 TRUSS/RAFTER WET EMBED IN WET EMBED IN (11) 1 Od x IY2" IN (11) 10d x %" IN CONCRETE CONCRETE STUD STUD (10) 10d x I Y2" NAILS IN (10) 16d COMMON NAILS (5) 8d x IY2" IN (5) 8d X1 Y2" IN LTT20B 2 STUD LTS19 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS Y12" 0 x6" EMBED EPDXY Y2" 0 x6" EMBED EPDXY HAS (5) 8d x IY2" IN TOP RT7AT (5) 8d x 1 Y2" IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 1 Od x1 Y2" IN (5) 1 Od x1 Y2" IN ABU44 (12)16d COMMON NAILS PAU44 1 (12) 16d COMMON NAILS H8 TRUSS RT8A TRUSS V 0 x 7" EMBED EPDXY V 0 x 7" EMBED EPDXY (5) 10d x's Y2" IN (5) 10d x 1 Y2" IN TOP PLATE TOP PLATE (12) 16d COMMON NAILS (12) 16d COMMON NAILS (9) 1 Od x1 Y2" IN (8) 8d A Y2" IN ABU66 V 0 x 7" EMBED EPDXY 1 PAU66 %" 0 x 7" EMBED EPDXY TSP STUD LITA6 STUD (12" EMBED AT GARAGE (12" EMBED AT GARAGE (6) 10d x 1 Y2" IN (8) 8d x 1 Y2" IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (6) 10d COMMON (6) 1 Od x 1)/2" IN HUC48, HEADER HD481F, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (8) 10d COMMON (8) 1 Od x 1 Y2" HUC28-2 HD28-21F IN STUD/HEADER STUDIHEADER HU410, (18)16d COMMON IN H D41 0, (18) 16d COMMON IN (26) 16d SINKER:N (28) 16d SIN KER IN HUC410, HEADER HD4101F, HEADER WALL FRAMING, WALL FRAMING HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT3 (12) SDS Y4" x 2 1' 2 LUGT3 (12) WS25 X" x 2 HUC210-2 BEAM HD210-21F BEAM IN TRUSS IN TRUSS (4) Y4"x1Y2" SDS SCREWS (4) Y4" x %" WS 15 SCREWS HGA10KT IN TRUSS/RAFTER HGAIO IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO USP EQUIVALENT (4) Y4" x 3" SDS SCREWS IN (4) Y4" x 3" WS3 SCREWS IN TOP PLATE TOP PLATE TITEN HD DIA. & EMBED SPECIFIED DIA. & EMBED SPECIFIED , 1, ON PLAN 1 BOLT+ ON PLAN 1 - - ...................... ST -3 .... .......... _ ... 1ST LEVEL STRUCTURAL FRAMING PLAN ST_3A___ ........... I ST LEVEL ROOF FRAMING PLAN ST -4 ................. ... � 2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) ST -4A ............ _ ... ..2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) ST -5 ....................... TYPICAL WALL SECTION SHEET ST -6 ........ - ........... � SECTIONS AND DETAILS ST -7 ............. ........ SECTIONS AND DETAILS (IF APPLICABLE) LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR'fHE APPLICATION SHOWN C) C:) UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL C14 EOR ENGINEER OF RECCOD U) EW EACH WAY OSB ORIENTED STRAND BOARD (14 WSP WOOD STRUCTURAL PANEL 00 SYR SOUTHERN YELLOW, PINE SPF SPRUCE -PINE -FUR 00 CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. C\l (3 1/2" WIDE L�Ll BEAMS ARE EQUIVALENT TO 2.,PLY 13/4" BEAM) C\l LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.OE PARRALLAM P31- ENGINEERED LUMBER, 3 1/2" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER LL. Ld INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS z INTERIOR BEARING --WALL WITH NO UPLIFT. NO UPLIFT ANC11ORS REQUIRED, MINIMUM 0 1 BOTTOM PLATE ANCHORAGE ISXF ANCHOR @ 6-0" O.C. (UNCI ON FRAMING PLAN OR SW SPECIFICATIONS) 0 STRUCTURAL WOOD BEAM C\f 0 ZA FOUNDATION KEYNOTE CALLOUT TT w Cn STUD COLUMN KEYNOTE CALLOUT NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. Cn Ef NUMBER 0 STUDS BELOW BEAMIGIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 0 ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN C) BOTTOM OF STUD COLUMN CONNECTION In 2 2 DS STU (D fy- LIJ cc L * 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN t 2ANCH 0 F- (D TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 0 ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN C) 11. (2)2x4 NO.2 SPF 1 16 16 16 12 12 1 1 16 16 16 16 NOTES: TABLE 1: COMPONENT AND 0 -DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON)/2"x12" TITEN HD OR USP WEDGE STRAPPING KEYNOTE CALLOUT 1. EPDXY ANCHOR EMBED FOR HOLD HEADER, 0 2x6 SPF STUD 16 16 16 i6 16 6 16 16 16 i 'IT x 0 CLADDING DESIGN PRESSURES w i -1 __ ___ - BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. I- W W z 1 0 46 OF STRAPS- CONNECTING HEADER TO JACK STUD 4 -0 16 Z 0� a EO 2x6 NO.2 SPF 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. L3 - -it, I --- ---- -, 1 11 1 er WINDOWS AND DOORS BOTTOM OF STUD COLUMN CONNECTION In IZ - Interior Zone (pso EZ - End Zone (ps�__ 0 - 20 If * 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN +24.61 -32.95 21 - 50 ff +23.42 -25.51 +23.42 -30.58 o 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL z +22.01 -27.74 101 - 200 If +20.91 -23.00 I COLUMN TO 18T LEVEL STUDS/HEADER/BEAM. 0 GARAGE DOOR PRESSURE SEE FRAMING PLAN COATED FINISH. ALL FASTENERS MUST BE HOT "ANCHOR" REQUIRES' BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN DIPPED GALVANIZED. WINDOWS WITH INTERMED!ATE JACK S IDS M BE TREATED AS SEPARATE OPENINGS, :D NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 0 TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOZATION AND NAMING 11. (2)2x4 NO.2 SPF 1 16 16 16 12 12 1 1 16 16 16 16 NOTES: TABLE 1: COMPONENT AND 0 -DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON)/2"x12" TITEN HD OR USP WEDGE STRAPPING KEYNOTE CALLOUT 1. EPDXY ANCHOR EMBED FOR HOLD HEADER, 0 2x6 SPF STUD 16 16 16 i6 16 6 16 16 16 i 'IT x 0 CLADDING DESIGN PRESSURES w i -1 __ ___ - BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. I- W W z 1 0 46 OF STRAPS- CONNECTING HEADER TO JACK STUD 4 -0 16 Z 0� a EO 2x6 NO.2 SPF 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. L3 - -it, I --- ---- -, 1 11 1 er WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (pso EZ - End Zone (ps�__ 0 - 20 If +24.61 -26.70 +24.61 -32.95 21 - 50 ff +23.42 -25.51 +23.42 -30.58 51 _ 100 ft2 +22.01 -24.09 +22.01 -27.74 101 - 200 If +20.91 -23.00 +20.91 -25.56 VINYL SO FFIT MAX PRESSURE (pso +23.3 -301.74 GARAGE DOOR PRESSURE SEE FRAMING PLAN 3. PRODUC IS z3E:LEGTED,U0INU 0IMI'0UI1J ZU I D-ZU 10 �,A I /ALVU /ANIJ U01- rMVLJLJV, I U/A I /ALU%j b I I n mul I Mi. rmuLju%,, I o Ivim T Dt oubo I I I U I cu VVI I H U w LL �k 2x4 SPF STUD 16* 112 ­,:�7 A �OA _­_ TYPE'OFL STRAP CONNECTING HEADER TO JACK STUD IL 0 w V W 0 EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 Mj I A;eq Iq ED 0 0 1- , U a] 0 0 _j - T_I�ST �14_ , T�, - L0 Z 0 w U In 0: 2x4 NO.2 SPF 16 12 '16 16* 12 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. T' DTT2Z KINGMACK GROUP BOTTOM CONNECTION O� Z W - ]!I f 0. z w j z z 0 5. POSITIVE PLACEMENT GUN NAILS, 2 Y2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST w w w L < 0 - IST LEVEL STUID GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0 1-- m U_ 0 (2)2x4 NO.2 SPF 16 116 1 F� 12 12 16 16 16 16 BASE ANCHORS, CS1 8, AND MSTA FLAT STRAPS. 0� > w w 0 0 2ND LEVEL STUD C-OLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD 1-- 0 Ll 2 0 W W LL LO In U_ z 0 w w 2X6 SPF STUD 1 16 16 16 116 16 16 16 16 GROUPT 1ST LEVEL STUDS/HEADERIBEAM. 0 IL w _j 0 W Z 16 16 2 S -RF 16 16 16 16 16 it) 16 16 -7 o IL >. W W 7, TABLE 8: SPECIFIED SW WALLS _j M 0 z rj 2x6 NO. 16, 16 DOWNS/STRAPS AT BASE OF KINGMACK GROUP w En U1 �_ - w NOTES 1, 2, 3, 4 0 to w rj r -I w I- I NOTES: 1 . STUD SPACINGS ABOVE ARETHEIMAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTIERWISE ON PLAN. 2. IF STUD SPACING IS NOTLISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. & (-) STUD SPACING IN FABLE DESIIGNA` TED WITH ASTERISK RFEQUIRES ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS PER FRZAJION'd NOTE45, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZONE LOCATIONS. 4 ALL NON-BEAPING'VVALLS MAY BE-i7i%AMED W/2x- STUDS AT MAX 24"O�C� -rADI I= A KIAI Q 17 j I= r"_"f= kin -rAD C: 9 f:A(ZTC=KIf=04Z IKI OTES 1, 2, 3 -rDC:ATI=n I 1111h) QI=D 0D=QQI IDC: END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE TS -T 4.0- PER IRC FIGURE R301.2 (7) 1-8d -COMMON 8d RINGSHANK I Od x 1 wYY' 10d 10dCOMMON 12d COMMON I 6d SIN�E 16d COMMON NOTES: I DIAMETER'� -1 LENGTH 0 131"' 0.113" 0.148" 2_�X" 1 -Y2. 2ND LEVEL 0.131"-- STANDARD CARBONSTEEL 0. 148" 3" D.148,, AND 0.148" 0.162" 3 .,Y4 1 � INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2� COMMON WIRE NAILS AND THREADED HARDENED STEEL NAIL. S T.77�11_L PLATES ',All SODIUM BORATE TREATMENTS 13EARING ON SHALL CONFORM TO THE NOMINAL' SIZES SPECIFIED IN ASTI�Nej CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STPENG;TH FOR FOOTINGS= 2.500 PSI AT 28 DAYS (UNO). 11 AII 2 . CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). SW TYPE FASTENER T YPE 2ND LEVEL ACZA STANDARD CARBONSTEEL STRAPPING SODIUM BORATE (NOTE 1) STAINI - ESS CONNECTORS AND Swi FASTENERS REQUIRED. MSTA36/CS IS SW2 CONNECTORS MUST ' 2) MSTA36/CS 18 ALL OTHER PT Z -MAX, G120 OR TRIP.E ZINC I (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. DIPPED GALVANIZED. WINDOWS WITH INTERMED!ATE JACK S IDS M BE TREATED AS SEPARATE OPENINGS, 1 � INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2� COMMON WIRE NAILS AND THREADED HARDENED STEEL NAIL. S T.77�11_L PLATES ',All SODIUM BORATE TREATMENTS 13EARING ON SHALL CONFORM TO THE NOMINAL' SIZES SPECIFIED IN ASTI�Nej CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STPENG;TH FOR FOOTINGS= 2.500 PSI AT 28 DAYS (UNO). 11 AII 2 . CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). SW TYPE I ST LEVEL 2ND LEVEL 0 T 0 1 UVIO MIMM I r1r_ I T ur 1 nr- tUN 1 MMU 1 VM /-UNIJ IAMC 1 V Or- Ur-OltziNrl.) ANU LJr- I All -Mi tj T U I rit:m. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN HOLDDOWN STRAPPING GREATER THAN 48" UP TO 75" (NOTE, 0 a GREATERTHAN75"UPTO111" z (2) 2x4 (2) 2x6- (2) 2X4 (3) 2x4 Swi DTT2Z MSTA36/CS IS SW2 HTT4 ' 2) MSTA36/CS 18 SW3 HTT5 (3) MSTA36/CS 18 SW4 HDQ8 (4) MSTA36/C��I 8 Z HEADER FRAMING XEYNOTE CALLOUT CO 1.- 0 � 0 EL 0 zl�- z w 0 z L 1 0 2 0 U. x W 0� - 0 w J 0 a 2)2xil� 112�� --NUMBER OF KING STUDS EACH SIDE OF OPENING w IL 3: In W 1i Z 0 0 :1 w Ll w w z w 0 4 w NUMBER OF JAC��`$TUDS EACH SIDE OF OPENING 0� z < X W 0 0 1- 0 - 1 0 z z F- - < F w LL a - Lij Fy a w I- z SIZE OF HEAD w Z X 0 q ly LL RS TO BE NO.2 SYR) OR WSP Uj w w Ld W L3 :1 U3 - Z Z z W w IL m z - F- Z In Ld W Z. J I- z I >- z Li 0 [9 < W NUMBER OF PL.IE$l HEADER L9 Z lnw[L:I�zzlt Z 0 Z �0 LL Lij W w _j I.- z "EADER FRAMING KEYNOTE CALLOUT z 0 'AED LUNIFE :I \ to W 4 L3 w w (2) 9 1/2" LSL-1/2 LL < z >- Z 1 4 EJ MBER OF KING STUDS EACH SIDE OF OPENING T Z p F_ �z :3 Z w 0 w z 0 4 U cr 0 1 w 0 Z IS 1 0 j NUMBER OF JACK �TUDS EACHSIDE OF OPENING w z z 0 C� 1< ml- <j 10 m 1 -- ----HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) _J DEPTH OF HEADER z SHEET NO., NUMBER OF PLIES IN'HEADER (1 3/4" WIDE UNO) 0 HEADER FRAMING ST -1 1, ALL HEADER JACK AND KING STUDS SHA21 BE FA STAGGERED. 0 2. WSP HEADERS ARE WOOD STRUCTURAL ",NEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: 0- SPECIFICATIONS • SHEATHING TO MATCH SPECIFICATIONtOR EXTERIOR WALLS, SEE TABLE 2. • ATTACH TO ALL FRAMING MEMBERS (KI�G STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W1 8d 0 JOB NO.: COMMON @ 3" O.C. (-) AT6822 • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING < MUST BE EDGE NAILED TO CONTINUOU, S PLY OF PLATE SUBDIVISION: • NO.2 SPF HEADER S;LL!NSTALLED ABdVE OPENING W1 (1) CRIPPLE STUD AT EACH END • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL b Atlantic Beach SECTION SHEET'I FROM TOP OF PLATE -TO HEADER BELOW OR SILL PLATE ABOVE OPENING 3. FASTEN ALL MULTI -PLY HEADERS TOGETHE R WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. U_ Country Club 4, FASTEN ALL HEADERSTO KING STUDS WIjH (3)8d TOE NAILS. < 5, IF HEADER NOT SPECIFIED, CCNTACI ENGINEER OF RECORD, -_ LOT NO.: & LINO ON PLAN, MIN (1) SDW`C-15600 T/C)PPL-11TO KINGSTUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST z 36 F1 OOR HEADER WHEN A 2ND LEVEL FLOOR SYSTPRA M AnnXff= 3. ALL REWFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR FLOOR PLAN: 4� ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERSIVVITH A 24" LAP. 24" LONG #4 BAR IS RECOMN ENDED TO BE NOTES: OPENINGS 39" ORLESS, AT WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR (D L INSTALLED AT ALL REENTRANT CORNERS. 1 . THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE SYSTEM IS ABCVE, 0 Adcock Residence 5. FIBERMESH IS AN ACCEPTABLE ALTERNAT IVE AND SHALL NOTREQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 9 TOP PLATE TO HDR W/ SDWC1 5600 �WAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 _J DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1 .5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFA CTURERIS 0 4.0 FT RECOMMENDATIONS SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1, SW2, SW3� SW4, OR SWB ON THE PLAN. - SPH w/ (12) 10d, 1-zy' @ IS" O.C. OR' Z DESIGNED: 1 ST FLOOR (TYR) END ZONE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY,rHE BUILDING OFFICIAL. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. *DSPw,/(*14)10d'xl-�z,"@16"O.C.OR "'� 7: DESIGNATION 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT FASTEN TRUSS DIRECTLY TO HEADE w/ MTS OR HTS W/ (14) 10d x 1-1/2" (OR EQUAL APPROVED BY EOR). 0 CCS/JML 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE, EXTREME END OF DESIGNATED WALL OR PORTIO I N THEREOF AS NOTED ON STRUCTURAL PLAN. w 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN REVIEWED: 4. SWB - SEE "SWE-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. ACCORDANCE WITH FRC 5TH EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COF ESIVE SOILS. TABLE 9: PLANK-ORIE TED HEADER REQUIREMENTS I IKI 4 IW I fr-. Q "r1 ­%Ar 1 CA C-17 Qr0l nC: hAn" M Cn r.3Dnr1-rr10 RA AYMAI MA n0V nr-XIQITV IT I Q TWr- n%A1KIr:D1Q nD f1nKITDAr1Tr)D1(z 5. 2ND LEVEL "SW'SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: x AIVIVIrtAv- I I "ZI-IL I NOTE 6 (APPLICABLE TO ALL) LL1 LJDIVI P9=1zr)r1NmIrlI1 ITY TO CONFIRM THESE ASSUMPTIONS HOLD DOWN WITH FULL-HEIGHTi" DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 2 11, 1`1 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETAR �ER WITH JOINTS 2ND LEVEL END STUDS TO MATCHING 1 ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1 ST LEVEL STUD GROUP TO SLAB WITH HOLD LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOILTREATMENT FOR PREVENTION OF DOWN. SUBTERRANEAN TERMITES. 6. DESIGNATED "SW'SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION- CONTACT ENGINEER OF 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT -I` SAWCUTS IN THE SLAB IN A 15'xl5'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FRAMING NOTES FOR ALTERNATIVE METHODS. -CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED W TH CONCRETE WORK. 11, DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS, ARCHITECTURAL PLANS OR FRAMMIS PLAN. IF FOOTING SIZE OR LOCAT ION IS NOT DETERMINATE FROM USE OF FDUNDATION PLAN ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN ALONE, CONTACT THE ENGINEER OF RECORD. A HOLE AS SPECIFIED BY MANF (TYPICALLY TO GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVEIEPDXY PRE-ENGINEERED TRUSSES & I -JOISTS MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 'SHALL BE DESIGNED UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF, PLANES DEPICTED ON THE ARCHITECTURAL PLANS n no C "Olf", �Kl OUe-M nr)A1A1IKb-C1 CLJAI I orz rw:i mAmmn m At-f-rNor-,Amf-ir iAirru CONTINUOUS ROUGH OPENING WID F (NOTES 1,2) E STUCCO FINISH -U360-1 MAXIMUM 11' FLEXIBLE FINISH -U180 MAXIMUM 11' 0 T 0 1 UVIO MIMM I r1r_ I T ur 1 nr- tUN 1 MMU 1 VM /-UNIJ IAMC 1 V Or- Ur-OltziNrl.) ANU LJr- I All -Mi tj T U I rit:m. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN PLATE HEIGHT PLATE HEIGHT GREATER THAN 48" UP TO 75" (NOTE, 0 a GREATERTHAN75"UPTO111" z (2) 2x4 (2) 2x6- (2) 2X4 (3) 2x4 GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN GREATER THAN 48" UP TO 75" (.NOTE (3) 2x4 (2) 2X4 0 GREATER THAN 75" UP TO 1111" 0 (2) 2x6- (2) 2x6' GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN LLj z 3: 0 LLI ENGINEER OF RECORD FOR AFTEUVivil- t-NIUK I U I-ABRICA I IONAND 11'�10 I �ALLJR I 4UN. Or= LJMOP�31-4 Uml I cmw', 1 mlo 0 Imm I (D o 714 7 0 REVIEWED FOR CODE COMPLIANCE 0 CITY OF ATLANTIC BEACH Z -)3 S OF 441 SEE PERMITS FOR ADDITIONAL 40 op R REQUIREMENTS AND CONDITIONS Lij N 6 dol 9'x REVIEWED #Mts % ILL! < Derek B. Murray, P.E. METAL CONNECTOR ENGINEERING P.E. No. 71457 10-19-2017 ILIA U t 11PAL IZA1%ZMXC.F_FN. ki ANSI/TPI-2002 AND SUBMITTED TO T I HE ENGINEER OF REC I ORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA 1- IS LOCATED ON SHEET 0 T 0 1 UVIO MIMM I r1r_ I T ur 1 nr- tUN 1 MMU 1 VM /-UNIJ IAMC 1 V Or- Ur-OltziNrl.) ANU LJr- I All -Mi tj T U I rit:m. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN 1 . FOR OPENING WIDTHS GREATER THAN 11IR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN (6) 10d Ilk z ST -I OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL B E LEFT IN PLACE AFTER FLORIDA BUILDING CODE TABLE 2304.9.1. TOE -NAILS AT EACH END. A CONSTRUCTION IS COMPLETE. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 2. WINDOWS WITH INTERMED!ATE JACK S IDS M BE TREATED AS SEPARATE OPENINGS, :D 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOZATION AND NAMING 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 'I Od @ 8"O.C. STAGGERED. 3. FOR OPENING WIDTHS LESS -1 HAN 48", A MZ�y2x_ PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH (3) 10d 0 CONVENTION OF THE LAYOUT SHOWN HERE. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR TOE -NAILS AT EACH END. P: STRUCT ENGINEERING 3. THE TRUSS ENGINEER SHALL PROVIDE ALL -TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUEMIT THEM UNDER SIGN AND SEAL SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 4� FOR PLATE HFIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK -ORIENTED HEADER REQUIREMENT. F- WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM ANDTOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 5, (*) HEADERS DESIGNATED WITH AN AST�RISK REQUIRE MIN 2x6 WALL FRAMING. 4. F RUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD ANDTAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 6. L IN SITUATIONS WHERE PLATE HEIGHT E EVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING U_ STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGSMAY RESTRAINT SYSTEM FOR TH IS, BE DISREGARDED. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM DEPTH ADEQUATE FOR FLANK ORIENT HEADER TO BE INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT < B 5, CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THEITYPICAL WALL SECTION SHEET. THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. OF PLANE WIND LOADS. ANY SHIM MIAT - IAL BE_I`W`EEN TOP OF OPENING & BOTTOM OF HEADER SHALL BE FASTENED - " A4 t� !,O� I.. 6. I-JOiSTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ONTHE ARCHITECTURAL PLANS SHALL BE DE81GN i - ED AND SUBMITTED TO THE W. TO BOTTOM OF HEADER WITH (2) RD 131 0 X 1,1/2" EMBED INTO HF -ADER @ 8" O.C. STAGGERED. () P P I r. 1: r. py U) C, E IN *-..I 1-1. ,0%, 41Z - ENGINEER OF RECORD FOR AFTEUVivil- t-NIUK I U I-ABRICA I IONAND 11'�10 I �ALLJR I 4UN. Or= LJMOP�31-4 Uml I cmw', 1 mlo 0 Imm I (D o 714 7 0 REVIEWED FOR CODE COMPLIANCE 0 CITY OF ATLANTIC BEACH Z -)3 S OF 441 SEE PERMITS FOR ADDITIONAL 40 op R REQUIREMENTS AND CONDITIONS Lij N 6 dol 9'x REVIEWED #Mts % ILL! < Derek B. Murray, P.E. METAL CONNECTOR ENGINEERING P.E. No. 71457 10-19-2017 4" CONCRETE SLAB W/ NERAL FOUNDATION NOTES 8x6 W1.4 x W1.4 WWF OR 1, EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE FIBERMESH 50'- A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH I 0" EDITION (2014) TABLE 8401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL - - - - - - - - AND COHESIVE SOILS. COMPACT THE FI o ° 8" MIN LL IN 12 LIFTS TO AT LEAST 95 /o OF MODIFIED PROCTOR MAXIMUM DRYOWNER'S „ 14 -( i 36-0"DENSITY. IT 1S THE OR r 28 MAX / CONTRACTORS. RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. / ////// /\, // / \ ` „ „ 2. IF CONT RACTOR 08 BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT n TAI VAPOR BARRIER / I\ „ \ �. \ \/ \r�\. I 10 x1 FORMAN PO TA SUITABLE FOR 2DOO PSF$EARIN AP p+ // , o I,/ ,12 I��IN./ , /�/�, /\/ \, i 0 I3 POURED PEDESTAL, (o) TO. At_ G CAPACITY, CONTACT ECR, ADDITIONAL PROVIDE MW 2 #5 VER, FULL HEIGHT VERT FOUNDATION WORK MAY BE REQUIRED. o r 3: SLIDING - NF R F N "T cil B )T T. T F CLASS DOOR FRAMES MUST / •� • / / % / REi O G _ME 7 O BEND 90 C _M & IE IN TG US E RECESSED INTO THE SLAB IN *NOTE** , REINFORCEMENTACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL , BUILDER TO PROVIDE 24" x24„ x2t," DEEP FTG a1 SLAB ELEV W! MIN z/4 0a1 1?„ O.C. EW PLANS FOR LOCATION OF SLIDING GLASS DOORS. FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK. I TSPS TO GRADE PE 4: MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. FIRM UNDISTURBED SOIL O LOCATIONS ON FND PLAN ARCH PLANS SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. - - - - - - - - --- - - - - - - _ - ` - - - --- - - - 5, 24 LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT N ” STORY WALL ____ �_ _� CORNERS SEE RE-ENTRANT CORNER 12 UNDER 1 STO C DETAIL THIS SHEET. P '� _ 6. 8x8 THICKENEDEDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 O . , O 5 _ r a N BAR IN BRICK LEDGE I _ 1- _- - - - - - - - EXISTING GRADE REFER T FOUNDATION _ I �: , - - - - - - - - _ _. - - - - _._. _ - - - I � O SECTION #9 FOR CMU FOUNDATION 00 16 UNDER 2 STORY WALL . TLL FOOTING CONTINUOUS BELOW DOOR OPENING SHOULD SITE FILL NT CONDITIONS NOT PROM FOR OR SLAB AT GARAGE BOOR T RET WITH (3)#4 OR (2)#5 CO ; �""""`”' i I � O URN TO � APPROXIMATELY EXISTING GRADE. L NOLITFIIC FOOTING SECTION I(D_�10 104IF GROUND ADJACENT TO F G SLOPES DOWN I ' I I N TAN CV AND AWAY FROM STRUCTURE STEEPER H 2 a + i FOUNDATIO V-0" VERTICALLY PER 3'-0' HORIZONTALLY, I I� I'���NOT��. 1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN CONTRACTOR HAS TWO CHOICES: � I 1 J I E LL SEEK GUIDANCE I E 1. PRIOR TO CONSTRUCTION, 8"x8" DEEP THICKENED EDGE OF EOR TO PREVENT EROSION OF SOIL. I W 2. USE STEMWALL FOOTING t { A W/(1)#4;CONT NOTE 3 I s - 1 I 12 DEEP FTG W/#4 @ 12 EW I UNDER BOX COLUMN, FTG 1-0 BE FORM & POUR REMAINDER ( + PROJECTED MIN 6" AS SHOWN I I' 1 � I OF CURB W/ (1) #5 1 , 2 #4 OR 2 #5 CONTINUOUS 6x6 - U11.4 x W1.4 WWF CONTINUOUS & #4 VERT I I 16 SQx12 DEEP FTG W/ OR FIBERMESH I @ 48 O.C. 3 I G 3 #4 EW -� --a---- N ---------- ----- --o --- 24SQX20DEEP FTG W/ _ NOTE3 co ' o (3)#4 EW 'SI' \/\ 30"SQx20" DEEP FTG W/ d I -�- / I / VAPOR BARRIER 16„ I I I " o ! ; 36"SOx20" DEEP FTG W/ F- i I 1 F Q_ I (4)#4 EW I '-0"x2'-6"x20" DEEP 6 2 � � 5 I I I i FTG W/ MIN (4'/ #4 @ "t , O „ r SLAB ELEV � � „ � J I 48 SQx24 DEEP FTG W/ � F ®TING SE�T�ON 12 O.C. EW OPT I �- i BE,4RING WALL 0 I I G (5)#4 EW, T&B Y 3 � I 3'-4" i 2' 5-0„ 165" I i I 9'-5” 6'-U" I z I E LAfi W/ , 4 CONCRET S W1.4 x W1.4 WWF OR I 6x6 I- FIBERMESH I 1 I 0'-0" A.F.F. I I I (!) - -a ---=-- VARIES ( i 11� 19I i I a ��° I I o 6�- ab- � 8°, MIN ( L !� Nt I I I `O U2 8„x8 THICKENED I 4" CONCRETE SLAB W/ 8 ! I I I! 1 FTG AT STEP-DOWN, j I 6x6 W1.4 x W1.4 WWF O i z SEE PLAN VAPOR BARRIER { OR FIBER MESH 8" CMU CHAIR BLOCK W/ U) I ; I I I ( I I T (1) #5 CONT. OP OF SLAB W o CURB STEP SECTION i 4 „ „ I 19` 4"- 1'-10" 8'-10 c -2 1 12 -10 I \ /\ / //\/' co O 120 I VAPOR BARRIER `n� / LLI 6„ LLI _I #4 OR #5 VERT REINFORCING , \\ \\ e. NO 4 OR NO 5 18 O.C. II II I a -_ / / / " _ _... — __... _ _..__ ._..__ _ ._ — _.-. __ — — — — 3 C / / 4 CONCRETE SLAB „ r- I + UP TO , BOURSES. 7' O.C. / / / (7 wr 9 SEND @BOTTOM ,. _ :. - � I � 1 ( � � � .. �` �\\` I \\ \\ W/ 6x6 W1:4 x W1.4 a i I I I 4 TO 5 COURSES: 48 O.C. : / �// /\/\/ z WWF OR FIBERMESH ( I I j �\ VARIES � i � � G 1 ,\ F .:;,.,.vim �""' \/ ° e b \/ a 4 y+�gp@ � 28 MAX F/\ \\ \\ \2" \ \ ,\\ \ \ \ � I � \ \ \. ADDITIONAL #4 OR #5 1N 1� MIN. � \/ ,/\ � I i I � - \, \ \, . / //;,/ / . / I FOOTING TO BEAR ON FIRM BRICK LEDGE \/ \ \ \ \ \\\\ UNDISTURBED SOIL VAPOR BARRIER , / I \ cr 1 cn - _ - - _..�. - 1 4 OPT $RICK LEDGE I : VERTICAL.REtNFORCEMENT I NOTED ON FND PLAN I- { I TO HAVE 6 BEND AT E BOTTOM i I <i 6 OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN - I F -r r J" I CAST-iN-PLACE FOOTING SPECS' O + � , � q I - - - - - - - 1 -STORY. 8 x ib W/(2) #4 OR (2)#5 DONT � 12" UNDER 1 STORY WALL I r 12 -STORY: 10" x 20" W/(3) #4 OR 2 #5 CONT IY WITH 2 #4 OR 2 #5 CONT ADDITIONAL NO. 4 OR NO. 5 - - - -- - - I - - - - - - - -- I L - - - - i O O I I ----_I-{{ O BAR IN BRICK LEDGE i I I D I I P U 16" UNDER 2 STORY WALL : I WITH (3)#4 OR (2)#5 CONT i CMU STEMWALL SECTION {L f = 1 ! 1. SPECIAL CARE SHOULD BE EXERCISED BY I I CONTRACTOR WHEN BACK EXT WALL CURE SECTION , r: ; „ I „ I FILLING BEHIND A STEM WALL PARTICULARLY WHEN IT IS OVER 4 GARAGE � 10 7'-s° 6'-� o" I s -6 11 -4 � -1 o I ' O I COURSES HIGH. SHOULD THIS CONDITION EXIST RECOMMENDATIONS WFG MAY BE OBTAINED FROM THE ENGINEER OF RECORD. AND AWAY FROM STRUCTURE STEEPER THF°,N -- - - - - - r 1 I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY " ,_3'-0"1 r I { 1 0 VER T'lCALLY PER HORIZONTALLY, ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS:. a CONTRACTOR HAS TWO CHOICES.. I I v 1. PR10 R TO CONSTRUCTION SEEK GUIDANCE i 1 ' i I OPT I { z � F EOR TO PREVENT EROSION OF SOIL. I I OF I , 6 2. USE STEMWALL FOOTING 1 ao 2 1 _, I (U 1 I � I O LAB W/ I I 1 .J 4 CONCRETE S I I -0" F i C A. .F. O 6x6 WI A x W1.4 WWF {- - - -: - - J 1 i BEYOND I 1 z i OR FIBERMESH i � F(BEYOND) -. , T �t U BLOCK W/ I 0-0 A. F. I � 4 FLOA,iN CONCRETE _ — I I I I ry _ { w (i) #5 CONT ---------= ARIES SLAB W/ 6 W14xW1.4 A ---� OLVWWF O i$ERMESH I I ! aw W 7 „ I \ \ • , . /\ 4 _ €� 5-8 10-2 5-8 . , , � � FINISH W /,: io \. - O GRADE 0- \ / �� \/i /,i / / \/ \ \ OPT 1 \. \ \ \\ \ \, \ n 1 = I 1 \ ..\\/\ / / I �- --- -- , \.\ \ \ \ \ \ �1 {---- !/APOR I i 5 I � � 6 N � I - I � � - ; , i/ /� // , BARRIER 1 I \ \ \ \ \ \\ y- 12 UNDER 1 STORY WALL I #4 OR , VERT REI ' r_�__� � _.� NFORCING \, I //\\//i\//i\/// % m } I { e 2'#4 OR 2 #5 CONT WITH O O � i L - _ - � � © 1 UP T COURSES. 72 O.C. c J 4 .O " OURSES, 48 O.C. , A -t 16" UNDER 2 STORY WALL ; I OPT \ i I ti. I WITH 3)#4 OR (2)#5 CONT t 0 { \ \ /, BEARING CURS STEP SECTION A I j � W -� FOOT GTO BEAR ON FIRM NOTE 6 L{ ' I UNDISTUR$ED SOIL ADDITIONAL #4 OR #5 L --, - - - - - - -- - - ( IN BRICK LEDGE Q —r — — -1 z i I. E I I I � I —� � _,�. VERT REINFORCEMENT TO __ - „ 4 OPT BRICK LEDGE I i- - - - - - - - - - HAVE 6 BEND BOTTOM - -- --- -- I-=------ --I ----� @ 0 NOTED ON FND PLAN � - I ' CA T -IN-PLACE FOOTING SPECS 1-STOR`f: 8"++; 16" W/(2) #4 OR: (2)#5 CONT -' { **NOTE** 2 -STORY 10'1X 20" W/(3) #4 OR (2) #5 CONT I-- I � U I BUILDER TO PROVIDE • 10"xl0" FORM AND POURED PEDESTAL, (4) TOTAL ` _�_ „ 2 1 EPS TO GRADE PER T t1� I 2 2 5-11 9-8 5 -11 PROVIDE MIN (2) #5 VERT FULL HEIGH , VERS` \ I 2 1�,_g ARCH PLANS - _ - < REINFOBCEMEN a 7O BEND 90 @BOTTOM &TIE IN CMU STEMWALL. SECTION FTG REINFORCEMENT U) I - „ • 12" DEEP FTG SLAB ELEV W/ MIN 6" PROJECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 20-6 8 -0 21 6 @ F! L i ?- LIN a BEHIND A STEM WALL, PARTICULARLY WHEN IT OVER 4 _ __._ ____ �__ _ ON ALL SIDES W/ #4 @ 12 0. C. EW ('j COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS O MAY BE OBTAINED FROM THE ENGINEER OF RECORD.: _J 50'-0" 2. MONOLITH! SCREW IN ANCHORS ALLOWED IN _ G FOOTINGS ONLY. O EY ANCHORS MUST $E USED IN STEMWALL FOUNDATIONS. z PDX w Urri C C OPY RE-ENTRANT CORNER DETAIL �t � re x �- (RECOMMENDED) �'L A ION' 1/4 1 LLI (REC ) d PLAN... VIEW, DETAIL TYPICAL @ ALL �I RE-ENTRANT CORNERS METAL CONNECTOR VNECTO®® ENGINEER ING l; (D r / x0Z, g� aL] ® d •0tn QO In OWLgz �W oujZQz ol,wv�u] O QF}-If 0 zpma�4Dw0 W w ww w O m- 0 IL w❑ w J 0 0 M ❑ma I-mt >-wz1_0 ZIt0a.}wLL EO U1 do.►-40WIWWMF- Ww a F"NjmmFPmzw<LL Q w 0z F 0 1 0 Z LL X 0 2 0 0 ®W WI TLE U �OQ� U' <Wli wwzw0 w Z q'XW❑0F 0-I 0 w 0V- zgFwML m 0 U_ w m g M W 2 F❑ L F Z N I >. Z W W. Z Q a Z Z J v 0 0 4 W 0 Z(�wQi©�W0.�[AZZF� W mQ F z d w J _W �I EJ W 0w7wU- jm wzFF-�:pFZzwQwm ZLl L3w01 w�ZQ ❑ W Z aF-JI- •?:Z❑ 1 .- nF -: 11 Cn 4 ❑m _ r, ❑ SHEET NO.: ST -2 FOUNDATION PLAN JOB NO.: AT6822 SUBDIVISION: Atlantic Beach Country Club LOT NO.: 36 FLOOR PLAN: Adcock Residence DESIGNED: CCS/JML REVIEWED: DBM REVISIONS DATE P X STIR TURA NGINEERING ss No 71457 , • O a�� ; F • < O R � V..`. N��a• '4, ON A 1r �`��'► ��if111k�`� Derek B. Murray, P.E. P.E. No. 71457 10-19-2017 FRAMING KEYNOTES METAL CONNECTOR) CTO NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE POST TO RUN CONTINUOUS INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. TO FLOOR DECKING, THIS 6x6 NO 2 SYP PT POST ONLY POST, (4) TOTAL 3. KfTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: i IA. IF FLOOR TRUSS ALIGNS ABOVE SW ATTACH FLOOR TR USS i BOTTOM GHORD TO SW DBI_ TOF' PLATE Wt 10d @ 3" O.C. — -- - --- — — — — — B. FRAM — — — — — — _ — — — — E AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR 5 %"x16" SYP PT GLULAM OR (2) 2x12 DE T a � CK O SW DBL TOP PLATE W! 10d 3" O.C. p „ I P (3) 16 WOLAM ZED SL _�--_—�_�:_-----� HUCQ612-SDS N r � L 4. PORCH BEAM FRAMING NOTES LO i {2) 2x4-112 � L I A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV Cel NOTE 1 1 MSTA24 NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. 00 I. I 1 DTT2Z I I I TOP OF; BEAM ELEVATION EQUALS TOP OF TOP PLATE. I1 I B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV I PORCH BEAM TO TOP PLT W/MTS12 OR �. MSTA2.4. d C4 I ! i 3 2 x19 Y" LSL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV CV I 2 2x10-1/3' PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR M � {2) 2xt�-112 ( PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR MSTA24. POST DOWN STUDS TO STUDS BELOW VV/ HTS20 OR U_ 1 MSTA24 j I MSTA24 MSTA24. -- 1 DTT2Z i LI _ -.J 2 MSTA24 2 MSTA24 j D. BEAM ATTACHED TO EXISTING FRAMING �1 .i SW2 SW2 ATTACH PORCH EXISTING STUDS OR KING/JACK STUDS Wt IMPS N i R_ESTU5DS w NOTE 8 S O HUC HANGER MATCHING PORCH BEAM DIMENSIONS.z ��2 STUDS, z, 2 STUDS z �' �- N F 4 a T_W. w � 5: SHEA I"H WALL CONTINUOUS. TO SECCND FLOOR TOP PLATE PER TYPICAL = HTT,S ?„ F - HTTS Y v� WALL SECTION SHEET. jj t �^ — — < 6:. HIGH UPLIFT CONNECTION: -a f / • ROOF LEVEL STUD/HDR TO TOP PLATE W/ 1 SDW 1 1 " 1 NOTE B / I O C 5600 @ 6 O.C. - rrn�8"LVL-4/3,J, __— Cn OR (2) SDWC15600 @ 24" O.C. 0 ■ �� - 2 STUDS Y NOTE 12 _ _: C) .FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE METAL ¢_ h ♦- 2" FLAT STRAP 2ND LEVEL TO 1ST LEVEL STUD 3_ O.C. NO ! DTT2Z � @ WC/) I ALTERNATIVE AVAILABLE H Ilial _ ,� r� \ r — 2STUDS w + 18T LEVEL STUD TO BOTTOM PLATE Wt (1) SDWC15450 @ 16 O.C. OR WSP HDR -012 O O fY I--- (2) SQWC15450 @ 24" O.C. (� 'I DTT2Z — i L� : Cn C9 1; ( _. 7.' FLANK -ORIENTED HEADER FRAMING ~ A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ 2) A35 , I t EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON 0 i DETAIL SHEET. t 0 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP'WITH 1 - HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. Q_ ' (2) 2x6-1/2 C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. Q STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT C �i OF PLANE WIND LOAD. z 2 STUDS' °' r Q „ Ie 8. FRAME WALL W/ 2x6 STUDS @ MAX 12 O.C., THIS SECTION ONLY. 1 DTT2Z �-� 9. HORIZONTAL BLOCKING &STRAPPING IS REQ'D FULL LENGTH OF SWB - cn BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR ! 2 STUDS rn � z TOP &BOTTOM SILL sJ X p Z ❑ - DTT2Z ~ w w a d ❑ �- 10. PLATFORM FRAME WALL FROM 1 ST LEVEL DBL TOP PLT TO cf- b ❑ N Z �i Q] m ❑w1,dz SECOND LEVEL DBL TOP PLT. p w F w ❑ 2 2x6-1,11 1 MSTA24 et w Z I v p OW ) - c T 1 a]00- F Uw0 IA 1 Di T2Z 11. MIN (4) STUDS UDS BELOW ROOF GIRDER, S . UDS TO BE INCLUSIVE OF J Z p _ W v JA K/KINf GR P. I�- -ro 0 ZwJJmJZz❑ C a OU i I W _ 7 d d L� I .I WSP 1-jDR G/L F- d .. „ w W m � ] F TEN T S T WEND T W/ 1 T AS S UD O S SUDS 2 ROWS Od 8 O.C. S AGGERED. I .Ili �..-..�.. O @ ® r m > p tr. F ❑ U � !If j b STUD GROUP TO SLAB W/ HTT4. n 0 w w �i W LL m N Dry - 0� 2 STUDS � - 4 STUDS � w - HTT4 - HTT5 +'� C7 i 1 DTT2- .� l � ( i; I 1 I � 3 ✓� x .� l., I..SL 2/ . I - 3 STUDS C/) - 4 STUDS � w - HTT4 - H►T5 i 1 DTT2- .� l � ( i; I 1 I � 3 ✓� x .� l., I..SL 2/ . I - 3 STUDS C/) - 2 STUDS D - HTT4 - H►T5 - 2 STUDS Uj - 2 STUDS D - HTT4 - H►T5 ® 11 1 1 I ,�I–nm� taF--i-w7-❑ I I V LL L _ - - p W J m b � W F- U 12. ❑ Z W/ 2 2x6 N0.2 SYP PLANK ORIENTED HEADER. W t) a N C!3 � ❑ m Z I - w W d m EO w F ® w F- rn FASTEN PLIES DIRECTLY TO LVL HEADER AND EACH OTHER W/ 2 ROWS to t) O W d U m 10d@8" O.C. STAGGERED. z d�F m����,���wdLL L\1 _.._ , nd_j� ,- j—_ F/ EN BOTTOM 1 OM MOST PLY OF FLANK HDR O JACK STUD W/ MIN ('I) A35 ' h u " ❑ LL � - u EACH END w F Z [x �` ❑ X J [l I -- r=, --r- I I @ p [Y w 0 I w] p Q W { �I [Y U Z Z 13. ® FASTEN CORNER STUDS/SW END STUDS TOGETHER W! 2 ROWS 10d m 0 d Q U W w ® N ❑ d W 8 O.C., STAGGERED - wxF_d P w N— 1 ATTACH CORNER STUDS DIRECTLY TO FLOOR GIRDER BELOW W/ (3) W w w Z - w d w _ d LL to Z --j W� LY iF-pn] ww . (2) 2x6-1/1 i. 1 — d MbTA36 OR (3) CS18 PER SVV3 SPECIFICATIONS z w w a - F Z to L _.i — — Z [YZZJU 0 WZ 11 MST�24 r -x y - I 1 Z d 0 - d 0 d ❑ 2) x..10 1/1 D 19 ] Z I _ Z p❑ Q} Z in Q W N Z F I- wwJ m� F -z3 d W Z � w] mW r 1 I I I I I i I tll -❑ C7W C?I- �[Y U- I i I I i I I s I I I I I w Li FZEJ4L-�0X01 w0z� II p d j� „ „ ., I I I I I I I I I 3% x9'/a LSL-2/1 _. L_ J_ -I.- _J __ I I - u F- 3 N N d 0 I Z❑ a -- SW2 C� otol-_UU L y 2 NOTE 2 _ 5 STUDS �-_W LL 1 O SHEET NO.: G� ! - O Z HT TS L. LL to Q �'* *� t7 NOTE 11 2 STU S w - 2 STUDS C7 ST -3 _ O t't ! (2) 2x6-1/1 O = F -- g D ' 2Z — - DTT2Z n Q STRUCTURAL SW2 0 F FRAMING PLAN.. :' ` N TE 2 & 3 WHERE APPLICABLEi�. O S 1 _ � {2} 2x4-112 JOB NO.: • � o - 2 STUDS � 0 X � F- 0 - HTT4 V LL L _ - - p W J m b � W F- U 12. ❑ Z W/ 2 2x6 N0.2 SYP PLANK ORIENTED HEADER. W t) a N C!3 � ❑ m Z I - w W d m EO w F ® w F- rn FASTEN PLIES DIRECTLY TO LVL HEADER AND EACH OTHER W/ 2 ROWS to t) O W d U m 10d@8" O.C. STAGGERED. z d�F m����,���wdLL L\1 _.._ , nd_j� ,- j—_ F/ EN BOTTOM 1 OM MOST PLY OF FLANK HDR O JACK STUD W/ MIN ('I) A35 ' h u " ❑ LL � - u EACH END w F Z [x �` ❑ X J [l I -- r=, --r- I I @ p [Y w 0 I w] p Q W { �I [Y U Z Z 13. ® FASTEN CORNER STUDS/SW END STUDS TOGETHER W! 2 ROWS 10d m 0 d Q U W w ® N ❑ d W 8 O.C., STAGGERED - wxF_d P w N— 1 ATTACH CORNER STUDS DIRECTLY TO FLOOR GIRDER BELOW W/ (3) W w w Z - w d w _ d LL to Z --j W� LY iF-pn] ww . (2) 2x6-1/1 i. 1 — d MbTA36 OR (3) CS18 PER SVV3 SPECIFICATIONS z w w a - F Z to L _.i — — Z [YZZJU 0 WZ 11 MST�24 r -x y - I 1 Z d 0 - d 0 d ❑ 2) x..10 1/1 D 19 ] Z I _ Z p❑ Q} Z in Q W N Z F I- wwJ m� F -z3 d W Z � w] mW r 1 I I I I I i I tll -❑ C7W C?I- �[Y U- I i I I i I I s I I I I I w Li FZEJ4L-�0X01 w0z� II p d j� „ „ ., I I I I I I I I I 3% x9'/a LSL-2/1 _. L_ J_ -I.- _J __ I I - u F- 3 N N d 0 I Z❑ a -- SW2 C� otol-_UU L y 2 NOTE 2 _ 5 STUDS �-_W LL 1 O SHEET NO.: G� ! - O Z HT TS L. LL to Q �'* *� t7 NOTE 11 2 STU S w - 2 STUDS C7 ST -3 _ O t't ! (2) 2x6-1/1 O = F -- g D ' 2Z — - DTT2Z n Q STRUCTURAL SW2 0 F FRAMING PLAN.. :' ` N TE 2 & 3 WHERE APPLICABLEi�. O S 1 _ � {2} 2x4-112 JOB NO.: - • � o DTT2Z - 2 STUDS � o DTT2Z C� DTT2Z I l , I AIF05822 i� SUBDIVISION: o Atlantic Beach Count Club cra pY.. N E 10 {{ 3 STUDS ; , �W c LOT NO.: u C1 � - Dri'2Z < < �: I r,` 7 r (�) 2x 1/2 z 36 _. FLOORLAN: , _ - Adcock Residence 2 STUDS L p .J - 3STUDS z h e D HT T5 S 2 2x4-if2 DESIGNED: cn w cn O z � 3 �TUDb ;n s� � - HTT5 ~ S _ Drr2z `� L� cJ CCS/J M L C� 2 2 STUDS u w ii LiJ 1 O® NO HDR -0t2 O I-- REVIEWED: � i - - DTT2Z — ;{ U 2 2 STUDS w w O 2 2 STUDS u --- X O _✓ 1 O� =— W O O DBM 2 ANCHOR CK L * �r *** 2 ANCHOR _ W Cn O (2) 2x4 1/2 NOTE TO FRAM R _ � _ — `, :w .REVISIONS DATE ` .. ,1. _. .:;., ( NOTE 4 � NOTE4 .,. . , ,, NOTE 1 �, ,F DO NOT FLITCH BETWEEN WEEN PLI .S OF 3 `` SWZ O I_ I- I , I HEADER, FUR OUT AT INTE 1®R FACE 2x12 FADE U � i OF WALL. NO ALTERNATIVE AVAILABLE. } �(2) 2x8 0 m f (2) 2x$ I ! 3 Gx12 CONTINUOUS HEADER W 1 -- z I j -- - — -- -- — — 4x4 NO.2 SYP PT POST, (4) TOTAL I t2) 2x8 12)-2 x8 P� z ***SPECIAL FRAMIN *L_ Z) x ** GARAGE PORTAL F O ME 0 STRUCTURAL ENGINEERING GARAGE DOOR DESIGN m WIND LOAD (PSF): U +20.57/-23.43 .e J0°t- CEN `'' •'9,9 tai L� 0 71 57 U o' P,. .1 REQ,, N♦ f 1. . �. �-^- t5' f OFFICE t 1 C COPY NAL... RAL FRAMING PLAN _ ® ', T rU x ,«�,�,o. Y�.W CL <L' Derek B. Murray, P.E. P.E. No. 71457 METAL CONNECTOR ENGINEERING 10-19-2017 - 5 STUDS - 3 STUDS � o o DTT2Z C� - 3 STUDS � o o DTT2Z o C� ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE -MANUFACTURED SHEAR PANEL o INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN + SHEAR PANEL TO SW DBL TOP PLT Wf 10d @ 3" O.C. 13'11 - 4-----` ---- ---- - 35 9 _,� • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3' O.C. -- --.. �.�+, • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT i PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF BOX -FRAME OVER 'SW DETAIL, SEE DETAIL SHEET 2. TYPICAL. BEARING BLOCK NATES:(D •BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO 1. FLASHING & WATERPROOFING ARE OUTSIDE f-� MATCH DIMENSION OF TRUSS MEMBER. OF STRUCTURAL ENGINEER'S SCOPE& SHALL I I • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BE DESIGNED & SUPPLIED BY BUILDER. BOTTOM CHORD W/(3),ROWS 10d 'a@ 4" O.C. STAGGERED. { 2. BUILDER TO SUBMIT SHOP DRAWINGS OF p Ca O 0 m 00 , gr PROPOSED HANDRAIL CONSTRUCTION FOR�- "� , I APPROVAL BY EOR PRIOR TO CONSTRUCTION 3. LEDGER FRAMING NOTES: -- • F - N LEDGER TO FRAMING/TRUSS_VERTICALS AT EVERY C) & INSPECTION. CSI SUPPORT WITH FASTENING SHOWN BELOW (MAX 24'` O.C. LO VO, SPACING) (7 -#- _. _-_-_: �,--------- • ADDITIONAL FASTENERS MAY BE REQUIRED ATSPECIFIED i 00 19 I I I LOCATIONS ON PLAN J17 I I 0 *SEL TABLE 5 ON SHEET ST -1/51 FOR FASTENER PROTECTION AGAINST CORROSION 0) — __.� _____�� • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS ° I i I f .d { I J 18 SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS J 13 ;, L, rn AS INDICATED ABOVE. COMMON NAILS AT FL F I I I { I I1 FLOOR FRAMING C14 O // LEDGERS ARE FOR INTERIOR USE ONLY: N I I I 2x12 N0.2 SYP PT FLOOR JOIST @-----,, I II i IMAX 12" OCRIP JOIST TO 0 J14 ESTABLISHLL J19 { J15 �i I I L -- T25 - II I I I I! r HTU26 , 2x12 NO.2 SYP PT FLOOR T22 _ I -_(� __.�J I 1 LEDGER, ATTACH W/ L T26 , I r - ®POST DOWN BLOCKI O WALL F3ELOW--\ SCREWS PER NOTE 3 I I 2x12 NO 2 SYP PT FLOOR HTU26 { w/ MIN (2) 2x4 SPF POS v ! iso ! s POST TC WALL STUDS w! MSTA24 (i LEDGER, ATTACH W/ T23 I - �._ I SCREWS PER NOTE 3' NOTE 7 T27 NOTE 7 kHTU26 2 - TS20FG02 --- FGO _T24 -- ---- I !HTs2c T28 HTS20 I 1,2„8 FGE01 FG02 _ I — Ir r �r (+w FT01i_+ d j t!3 ' U)l {� ! OTE 1 I I' TE 1 C/3 __-��J 171306 4. OVERFRAMiNG NOTES I I 1 x6 r r r I _ •ALL SLEEPERS TO BE PLANK ORIEN fED 2x8 N0.2 SYP MIN. (� 1 _ c csa tt7 cc0 d) _ FT01 _ 5 H 8 DS'. i 1 hiGU D. 1, � � , i� �- �r moi- e p I I I '” I � � FASTEN "'SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d i— c0 E I I , 1 I I COMMONS MIN. J21 -I 1; I I 1: 1 � EACH RAFTER TO SLEEPER WfSIMFSON H3 UPLIFT C : ;FT01 _ CONNECTOR. ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. �C I I Ii 1, it ! I _ ! j ! I I . FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO LZ : I 1 I J21 I � ' I ! ' i j ' ; ! !; I : I ( 1 RAFTER WHERE APPLICABLE 5 10d COMMONS MIN. Z FT01 ( ) O NOTE 6 ,Il J21 Ir r I I, L ; b- �r b Lc, o Ica 0l c� I I ca o o — FT01 LO (� I I I Iia I , LL IJ- LL LL_ (� LL ILL LL L_ LL,I .LL : �t I j LL LL 1 .� LL w LL. I 1 J21 I I I 1 - I I I , I FT01 1 I I i 1 : f � I i I- : I 1 I � � I 21 (I I 1 N v co FT01 58 _ 2 I 1 aI ;�I �I ,•I IIII 2 I 2 2 2 - - 2 HTS20 NOTE 1 HT S20 � I 1 �. RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE [] D Qp 2x6 2x8 2x10- 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 181-9" 22'-1" 24" 10'-2" 12'-11— 164" 181-01, 20 L.L./15 D.L. #2 SYP f� 1 �. CEILING JOIST SPAN SCHEDULE x 0 } WW IY Z 0 D Q .p�� �• [] D Qp le 2wv C) w0 0 Z Ll U p J 2x10 12" W 0 F z w p N z wv a _ Zw��p�JZz0 18'-S" 24'-7" 26-0" _ w aF-ww pmQxQO Ii 10'-9"16'-11 C; WaEr>pNWF-❑Uw2p 24” Z pW ❑ W wJ ILw — In i ) FT01 .,- I I - FT01 I, I I I E I I r I I I II, i GC7 ICO CO CO CO NJ21 _,, U) co� (n Ci —�� I N --- FT01 '7 I I O H , 2 4v I l 2 T ,I I P i r--( ) HTS20 (2) HTS20 I I — III I_ I i I! s Z =C = ►-- - !I l I I m S T_ _ _ J21 �, ,, � I ! I I , I ,� , I i I � - tf2 J L J L L J L J I" LL w ❑mw FIYFp}wZ ❑ Za❑a Zw�-Nam❑ZW a�w C/) zIL 0wIwWEn to WF-:[ 0 Z Qwl-w jm F-PmzwQI, F- 0 Q❑ a O Z,� a p -3 0 p Z a Z a W-❑ x p � w W I p p w p Q w C7d<L3 wwzm0 1w QXw0p1-0-I 0z L!J a�pWXQZagamw�t� W a w W QIaIF0UF=-ZUIwtil ' I} Z Q o Z z a U❑ L9 Q w n FG07 U m o w 11 :1 z z_ „ Z} w W m_ Z l w _ _ F 10 rr F ... 5. DRAFT STOPPING AT Z ' . � L : U FLOOR TRUSSES TO BE PROVIDED BY Z 0 F06 _ FG08 —_ __ wWJ �- � — ___--L. -------- __ r T31 BUILDER Lu W W F- _--�A� -�_---_ _ 3 ER PN ACCORDANCE WITH FRC R302.12. Z w Q p J23 --- F— HTU26 W o L9 w L7 I- w 1 - NOTE (� < IQZ}ZIQraWIX WQ� j r 6. + 2 2x SYP BLOCKING BETWEEN TRUSS TOP H F Z- Z w; F F I .v _ (} _ CHORDS C'a3 2 F- Y 0 0 a f F I I I L --- ----- -- BELOW WALL ABOVE � z ri n m o z w o Z r Z Q F F I 0 J - -_--- ---- -- ---- • ATTACH BLOCKING TO TRUSSES / 4 1 - Z I __- -� S w O Od TOE. NAILS @ -UC-_3NamQ0fQF-_UU J23 HTU26 p 2x6 NO. 2 SYP ROOF EACH END 2x6 NO. 2 YIP ROOF ---\ ,� i-, LEDGER SEE NOTE _ ! L . o LEDGER, E NOTE 3 . F07 �..T31 7. 2x1 fl RIBBON BOARD TO EACH FLOOR TRUSS w/ (6) 1 Od FACE NAILS SHEET N i __-—--._—_ . ATTACH EACH FLOOR TRUSS TO HDR/TOP PLATE BELOW w/ MTS12 J23 I - __ -- HTU26 : 1 I -fT^ 8 O _ I . 2.x12 N SYP P ;, S ST O 2 S T JOISTS @MAX 12 O.C., RIP JOIST TO - 3/qq `1 I, E I ! L ESTABLISH SLOPE PER BUILDER I _ F0 T _ - < • !---._.- r T31 —= --_— _ c� ROOF FRAMING __— - HTU26 HTS20 9, CONVENTIONAL FRAMING NOTES J23 �-�-�� .-_--=_-------.� _�F �-�_ . I , I ,, -i HTS2 + SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR d i � o FG09 15 l I { I (2) HTS2 p SAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY D' PLAN T32 USED FOR OR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. : � � . __—_ _� ,. JOB NO.. J23 F08 � + ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. 0 1 , i '� U • ALL UNSPECIFIED RIDGES ARE CONSIDERED 21 NON AT6822 ! ' <T33FT02 STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE SUPPORTING STUDS OR UPLIFT CONNECTORS. SUBDIVISION: , ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN I , I �-- „ SUPPORTED RAFTERS. ® Atlantic BeC'�C11 ----- - _------ -- --I --- — - — . - --_ - J I - ---- -_- _ �. -- - _ - _ __ T34 I �T03 - - - -.---- - ----�- -- - - , FASTEN 2x6 N0.2 SYP DOLLAR TIES FROM RAFTER TO RAFTER U,,, 1" Count Club` , f � WHERE W/MIN (6) 10d + REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: I FTci2 -_-- -� N _ /--NOTE 6 T35 =_ Ali 1 -_=- T36A ! I 1 ' FT02 I ( 2} HTS20- 1110,18 �,— _��— T36 FG10 I I {2) HTS20 NOTES I I I T37 I I r i L--1-- ---,_—. _ _- .�— �._ ____ --' 2x NO. 2 .� OOF I =� - �— _T —___------ _`=_=- i FG11 � ---T-- f --� I LEDGER, SEE NOTET LOT NO.: z 36 FLOOR PLAN: ® Adcock Residence ZDESIGNED: c� CCS/JML w i- REVIEWED: DBM l ! T29 '� ! • Q REVISIONS DATE _ i 2x6 CC I~6CE LE EADE H 20, SEE NOTE 4G 10. (2} 2x,2 N0.2 SYP BLOCKING BETWEEN LEDGERS BELOW WALL HTS20 @ HT52(33v ( ) IN SHEET ST -3 - ABOVE TO ACCEPT SW STRAPPING. FG11 FG11 . �t ! • BLOCKING TO LEDGER W/ HU210-2/HUC210-2. (I d d I - - - - , __ = IL T38 I T30 - ,---I--�T---T-� I - I � 1 , I N I N N 2x12X24 LONG N0.2 SYP LEDGER TO TRUSS TOP CHORD W/ (2) �- HTS20, SEE NATE -� - -� 12 ROWS 1Od 6 O.C. STAGGERE _ I _- � MT _, - @ D AND TO'EACYI VERTICAL W/ 10d I I �• 4C ON SHEET ST -3 „ ;! @ 3 O.C. �� \ I J15►�� ,I !I i` i' - .= _= - T39 LU Z i I j J15 I --- - , O IJ14I: I A I i; � � 9 -- I I I � 11 I j, � C ,) I I I ST - b rn \. Q J13 ►; I ( 1 I, I ,, .I I. ,; II I L L ,p x J13 IIS vf­I: ": I II \. II „ I J 7 J17 .:TRU ENGINEERING :: d� r ti t Y C7 d tL7 co 4.,rt C S7 C% Bjj (} .; No 7 457 co_ ----- 5 --- ----- -�- _..--::_� 81 20'5"8 e UCL SPEGIFIGALLY NOTED ®N TRUSS USS FRAMING PLAN, ALL. � TRUSS TO TC3F P ------------------_-_---------- „ .LATE CONNECTIONS SHALL BE ACCORDING ,cr. -------------- 4911 _ Z (~ T O F✓,, TO TIE TYPICAL WALL SECTION SHEET. . a „ „ P ., .� , ALL XTERIGR WALLS ARE HELD BA o �Q. CK 1/2 FOR SHEATHING ., R ,. t s I E 3400 DRAG LOAD APPLIED TO T32. C COPY r O 1.. o 'err N OFFICE X aiteIts LL1 a_ Derek B. Murray,.E. FIL E AIN 1/4 1 y, .,,�,r..®.�.�... � P.E. N : METAL CONNECTOR ENGINEERING o 71457 - 10-19-2017 CEILING JOIST SPAN SCHEDULE O.C. SPACING s LUMBER SIZE 2x4 2x6 2x8 2x10 12" 111-101, 18'-S" 24'-7" 26-0" 16" 10'-9"16'-11 , „ " 21 -7 _ 25 -7„ 24” 9'-3" 13'-11 " 1 1T-7- 1 20'-11 10 L.L./5 D.L. #2 SYP LL w ❑mw FIYFp}wZ ❑ Za❑a Zw�-Nam❑ZW a�w C/) zIL 0wIwWEn to WF-:[ 0 Z Qwl-w jm F-PmzwQI, F- 0 Q❑ a O Z,� a p -3 0 p Z a Z a W-❑ x p � w W I p p w p Q w C7d<L3 wwzm0 1w QXw0p1-0-I 0z L!J a�pWXQZagamw�t� W a w W QIaIF0UF=-ZUIwtil ' I} Z Q o Z z a U❑ L9 Q w n FG07 U m o w 11 :1 z z_ „ Z} w W m_ Z l w _ _ F 10 rr F ... 5. DRAFT STOPPING AT Z ' . � L : U FLOOR TRUSSES TO BE PROVIDED BY Z 0 F06 _ FG08 —_ __ wWJ �- � — ___--L. -------- __ r T31 BUILDER Lu W W F- _--�A� -�_---_ _ 3 ER PN ACCORDANCE WITH FRC R302.12. Z w Q p J23 --- F— HTU26 W o L9 w L7 I- w 1 - NOTE (� < IQZ}ZIQraWIX WQ� j r 6. + 2 2x SYP BLOCKING BETWEEN TRUSS TOP H F Z- Z w; F F I .v _ (} _ CHORDS C'a3 2 F- Y 0 0 a f F I I I L --- ----- -- BELOW WALL ABOVE � z ri n m o z w o Z r Z Q F F I 0 J - -_--- ---- -- ---- • ATTACH BLOCKING TO TRUSSES / 4 1 - Z I __- -� S w O Od TOE. NAILS @ -UC-_3NamQ0fQF-_UU J23 HTU26 p 2x6 NO. 2 SYP ROOF EACH END 2x6 NO. 2 YIP ROOF ---\ ,� i-, LEDGER SEE NOTE _ ! L . o LEDGER, E NOTE 3 . F07 �..T31 7. 2x1 fl RIBBON BOARD TO EACH FLOOR TRUSS w/ (6) 1 Od FACE NAILS SHEET N i __-—--._—_ . ATTACH EACH FLOOR TRUSS TO HDR/TOP PLATE BELOW w/ MTS12 J23 I - __ -- HTU26 : 1 I -fT^ 8 O _ I . 2.x12 N SYP P ;, S ST O 2 S T JOISTS @MAX 12 O.C., RIP JOIST TO - 3/qq `1 I, E I ! L ESTABLISH SLOPE PER BUILDER I _ F0 T _ - < • !---._.- r T31 —= --_— _ c� ROOF FRAMING __— - HTU26 HTS20 9, CONVENTIONAL FRAMING NOTES J23 �-�-�� .-_--=_-------.� _�F �-�_ . I , I ,, -i HTS2 + SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR d i � o FG09 15 l I { I (2) HTS2 p SAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY D' PLAN T32 USED FOR OR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. : � � . __—_ _� ,. JOB NO.. J23 F08 � + ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. 0 1 , i '� U • ALL UNSPECIFIED RIDGES ARE CONSIDERED 21 NON AT6822 ! ' <T33FT02 STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE SUPPORTING STUDS OR UPLIFT CONNECTORS. SUBDIVISION: , ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN I , I �-- „ SUPPORTED RAFTERS. ® Atlantic BeC'�C11 ----- - _------ -- --I --- — - — . - --_ - J I - ---- -_- _ �. -- - _ - _ __ T34 I �T03 - - - -.---- - ----�- -- - - , FASTEN 2x6 N0.2 SYP DOLLAR TIES FROM RAFTER TO RAFTER U,,, 1" Count Club` , f � WHERE W/MIN (6) 10d + REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: I FTci2 -_-- -� N _ /--NOTE 6 T35 =_ Ali 1 -_=- T36A ! I 1 ' FT02 I ( 2} HTS20- 1110,18 �,— _��— T36 FG10 I I {2) HTS20 NOTES I I I T37 I I r i L--1-- ---,_—. _ _- .�— �._ ____ --' 2x NO. 2 .� OOF I =� - �— _T —___------ _`=_=- i FG11 � ---T-- f --� I LEDGER, SEE NOTET LOT NO.: z 36 FLOOR PLAN: ® Adcock Residence ZDESIGNED: c� CCS/JML w i- REVIEWED: DBM l ! T29 '� ! • Q REVISIONS DATE _ i 2x6 CC I~6CE LE EADE H 20, SEE NOTE 4G 10. (2} 2x,2 N0.2 SYP BLOCKING BETWEEN LEDGERS BELOW WALL HTS20 @ HT52(33v ( ) IN SHEET ST -3 - ABOVE TO ACCEPT SW STRAPPING. FG11 FG11 . �t ! • BLOCKING TO LEDGER W/ HU210-2/HUC210-2. (I d d I - - - - , __ = IL T38 I T30 - ,---I--�T---T-� I - I � 1 , I N I N N 2x12X24 LONG N0.2 SYP LEDGER TO TRUSS TOP CHORD W/ (2) �- HTS20, SEE NATE -� - -� 12 ROWS 1Od 6 O.C. STAGGERE _ I _- � MT _, - @ D AND TO'EACYI VERTICAL W/ 10d I I �• 4C ON SHEET ST -3 „ ;! @ 3 O.C. �� \ I J15►�� ,I !I i` i' - .= _= - T39 LU Z i I j J15 I --- - , O IJ14I: I A I i; � � 9 -- I I I � 11 I j, � C ,) I I I ST - b rn \. Q J13 ►; I ( 1 I, I ,, .I I. ,; II I L L ,p x J13 IIS vf­I: ": I II \. II „ I J 7 J17 .:TRU ENGINEERING :: d� r ti t Y C7 d tL7 co 4.,rt C S7 C% Bjj (} .; No 7 457 co_ ----- 5 --- ----- -�- _..--::_� 81 20'5"8 e UCL SPEGIFIGALLY NOTED ®N TRUSS USS FRAMING PLAN, ALL. � TRUSS TO TC3F P ------------------_-_---------- „ .LATE CONNECTIONS SHALL BE ACCORDING ,cr. -------------- 4911 _ Z (~ T O F✓,, TO TIE TYPICAL WALL SECTION SHEET. . a „ „ P ., .� , ALL XTERIGR WALLS ARE HELD BA o �Q. CK 1/2 FOR SHEATHING ., R ,. t s I E 3400 DRAG LOAD APPLIED TO T32. C COPY r O 1.. o 'err N OFFICE X aiteIts LL1 a_ Derek B. Murray,.E. FIL E AIN 1/4 1 y, .,,�,r..®.�.�... � P.E. N : METAL CONNECTOR ENGINEERING o 71457 - 10-19-2017 Y, FRAMING KEYNOTE METAL CONNECTC)R r NOTES APPLICABLE ONLY WHERE SPECIF;ED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS - - - - - - -- = - - - - - - WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES ALSO SEE - - INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING. I A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS mj BOTTOM CHORD TO SW DBL TOP PLATE W/ 1 Od @ 3" O.C. i I; I - I ` ±I TRUSSES ARE DESIGNED SEE "TYPICAL PORCH TO CANTILEVER; NO BEAM SHEATHING DETAIL.", REQ'D SHEET ST -6 L C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEVCN 1 MSTA24 1 MSTA24 N I � I ' PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR I 1 CS18 1 CS18 PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, I � I MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR U_ nnSTA2a. SWS1 - T SWS1 W 2 , x6-111 NOTE E 9 r () 2 2x6 -1l1 NOTE 9D. BEAM ATTACHED TO EXISTING FRAMING J I ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS �_,� Wf SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. z NO HDI -012 SW2 NO HDR -0/2 I Q {2) 2x6-112 (2) 2x6-1/2 i 2 B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR O L 2 2 STUDS C I DECK TO SW DBL TOP PLATE W/ 10d 3 O.C. s� CS18 5 O j 4. PORCH BEAM FRAMING NOTES LS�'} A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV r CN ■ � NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. 00 TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. i Cn 0� B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. , CD L C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEVCN 1 MSTA24 1 MSTA24 N I � I ' PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR I 1 CS18 1 CS18 PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, I � I MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR U_ nnSTA2a. SWS1 - T SWS1 W 2 , x6-111 NOTE E 9 r () 2 2x6 -1l1 NOTE 9D. BEAM ATTACHED TO EXISTING FRAMING J I ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS �_,� Wf SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. z NO HDI -012 SW2 NO HDR -0/2 I Q {2) 2x6-112 (2) 2x6-1/2 i 2 2 STUDS O L 2 2 STUDS C - CS18 U. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL (2) 2x6-1/2� WALL SECTION SHEET. U 6. HIGH UPLIFT_ CONNECTION: xi • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16"" O.C. _ I VVSP HDR -0/2 WSP HDR -0/2 ( R W 1 „ ■ I I O (2) SD C 5600 @ 24 O.C. L • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL Iq j FLAT STRAP 2ND LEVEL STUD TO IST LEVEL STUD @ 32 O.C. NO W ALTERNATIVE AVAILABLE i- I� • 1 ST LEVEL STUD TO BOTTOM PLATE W/ 1 SDWC15450 @ 16" O.C. OR (2) SDWC15450 @ 24 O.C. U)Cn (l WSP HDR -O/2 WSP HDR -0/2 I. ?LANK -ORIENTED HEADER FRAMING I A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 :D �) I EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON O j - DETAIL SHEET. 0 B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WITH �e :HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. cr_ m_ I C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. Q t c WSP HDR -0!2 Q- W. P HDR 012 STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT I� I OF PLANE WIND LOAD. Z Q II 8. FRAME WALL W / 2x6 STUDS @ MAX 12 O.C., THIS SECTION ONLY. F - i, j Z) 9. HORIZONTAL BLOCKING & STRAPPING IS REQ"D FULL LENGTH OF SWB - 4�--- BLOCKING & STRAPPING f0 MATCH ELEVATION OF WINDOW/DOOR LO TOP & BOTTOM SILL qT X 0 Z I 0 I` W W m - aU c o m 1 O. PLATFORM FRAME WALL FROM 1ST LEVEL,DBL TOP PLT TO 0 Z m I IQ u1 0 Z - wLQ I SECOND LEVEL DBL TOP PLT. h w � � �pZ IUYI-ppJO I % ) moo_ 1- mN® m I I j 11. • MIN (4) STUDS BELOW ROOF GIRDER, STUDS TO BE INCLUSIVE OF Z 0 U) _ W U m t I " I JACK/KING GROUP. I` Q a 0 Z Q m Q Z W 0 �I ILL • FASTEN STUDS TO SW END STUDS W/ (2) ROWS IOd @ 8" O.C. STAGGERED. p - m F 0 U STUD GROUP TO SLAB W/ HTT4. Z p W 0 w w W w m N p M W 12. ® W/ (2) 2x6 NO.2 SYP PLANK ORIENTED HEADER. o a r w W N m 0 Z n I I • FASTEN PLIES DIRECTLY TO LVL HEADER AND EACH OTHER W/ (2) ROWS W W W w m N w I 5 3 10d @ 8" O.C. STAGGERED. Z q w l- m o' m P I W Z Z 4 LL j NOTE 13 j a ._. F I 0 Q a f- w FAS EN BOTTOM PLATE TO FASTEN BOTTOM MOST PLY OF PLANK HDR TO JACK STUD W/ MIN (1) A35 (J) Q 1- Z 0 W 0 Z W 0- O 1 p 0 WSP HDR -0/2 - I @ EACH END. p W R Z m �` - 0 w J m FLOG DECK W/ 10d @ 3" O.C. 00 m w U Z 0 p Z w :1 w 13. • FASTEN CORNER STUDS/SW'END STUDS TOGETHER W/ (2) ROWS 1 Od 0 `� Q n W 0 W w 0 D Q W @ (� Z.Z X_ p I 0 Z ��h I a I 8'"O.C., STAGGERED w 4 F W „m W p F Z m [7 T w w X U y w > ._... • ATTACH CORNER STUDS DIRECTLY TO FLOOR GIRDER BELOW w Z - Q w - Z Ii w- I „ O W/(3) W wf aw2h Uom i w_ . O MSTA Q p- w W 36 OR (3) CS18 PER SW3 SPECIFICATIONS W w a Z H Z F I: z I — Z _ z z I ; ; WS HDDR-0/G I; i— OI�Z{ 0 -a��OQW0 ! - P HDR -O/2 ( 2x-1/ 2004 V_NWl1mmZZ12-1- ...:". W W Q m Z m Q F Z 3 Q I LEI 2 W 0 w E- Z W L9m Q m U Q W Q Z? Z I U W w Q w Li (' z _ a p _ F-1-IzclH-V3zwo WF -I NOTE 10 --- Z Q - w Z tY I Um0I p Q - 3SRUDS u w 0 W m r QI- I OJ O Z Z jj C µ I ® rcjh_3Nam<0mH_Um i I - (2) CS18 x 2 2 STUDS C7 a STUDS O I Z SHEET NO.: 2 2 ,�TUDJ w jtj- CS18 rx t� �E I 0 ST CS18 rz ( (p ,I Q ; STRUCTURAL CO z CL FRAMING PLAN I � j 0 JOB NO.: AT6822 WSP HDR -0/2 j — v C] — SUBDIVISION: I O Atlantic Beach (2) 2x4-1/2 I U- Count Club y I N fr I LOT NO.: VUSP HOR O. r_ WSP HDR -O/2 U W I-- ) j 3 NOTE 10 @ MAX 12 O.C. z 36 -_.... FLOOR PLAN. I Adcock Residence Z DESIGNED: I � - U CCS/JML REVIEWED: I a< — ------- —_ J W ®BM REVISIONS DATE I Cn --- — — — — W S W Z Z)APEXO — _. STR TU ENGINEERING �r1iR t� t� 11 ! 11 (D r No 71 ,57 SEGO LEVEL CT L �'RA I �G PLAN 1/4 1 0 E a •, ,, U . •.L ' O .• �� LU �, •• D I� .• C? % o-- / 0 e Q iV Al �, OFFICE COPY X a®ter1a1e�'L W e CL Derek B. Murray, P.E. - � P.E. No. 71457 METAL CONNECTOR ENGINEERING ----- i 10-19-2017 - 5 STUDS � o 2 2 STUDS LL O d W - (2) CS18 - CS18 5 WALL SECTION SHEET. U 6. HIGH UPLIFT_ CONNECTION: xi • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16"" O.C. _ I VVSP HDR -0/2 WSP HDR -0/2 ( R W 1 „ ■ I I O (2) SD C 5600 @ 24 O.C. L • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL Iq j FLAT STRAP 2ND LEVEL STUD TO IST LEVEL STUD @ 32 O.C. NO W ALTERNATIVE AVAILABLE i- I� • 1 ST LEVEL STUD TO BOTTOM PLATE W/ 1 SDWC15450 @ 16" O.C. OR (2) SDWC15450 @ 24 O.C. U)Cn (l WSP HDR -O/2 WSP HDR -0/2 I. ?LANK -ORIENTED HEADER FRAMING I A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 :D �) I EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON O j - DETAIL SHEET. 0 B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WITH �e :HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. cr_ m_ I C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. Q t c WSP HDR -0!2 Q- W. P HDR 012 STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT I� I OF PLANE WIND LOAD. Z Q II 8. FRAME WALL W / 2x6 STUDS @ MAX 12 O.C., THIS SECTION ONLY. F - i, j Z) 9. HORIZONTAL BLOCKING & STRAPPING IS REQ"D FULL LENGTH OF SWB - 4�--- BLOCKING & STRAPPING f0 MATCH ELEVATION OF WINDOW/DOOR LO TOP & BOTTOM SILL qT X 0 Z I 0 I` W W m - aU c o m 1 O. PLATFORM FRAME WALL FROM 1ST LEVEL,DBL TOP PLT TO 0 Z m I IQ u1 0 Z - wLQ I SECOND LEVEL DBL TOP PLT. h w � � �pZ IUYI-ppJO I % ) moo_ 1- mN® m I I j 11. • MIN (4) STUDS BELOW ROOF GIRDER, STUDS TO BE INCLUSIVE OF Z 0 U) _ W U m t I " I JACK/KING GROUP. I` Q a 0 Z Q m Q Z W 0 �I ILL • FASTEN STUDS TO SW END STUDS W/ (2) ROWS IOd @ 8" O.C. STAGGERED. p - m F 0 U STUD GROUP TO SLAB W/ HTT4. Z p W 0 w w W w m N p M W 12. ® W/ (2) 2x6 NO.2 SYP PLANK ORIENTED HEADER. o a r w W N m 0 Z n I I • FASTEN PLIES DIRECTLY TO LVL HEADER AND EACH OTHER W/ (2) ROWS W W W w m N w I 5 3 10d @ 8" O.C. STAGGERED. Z q w l- m o' m P I W Z Z 4 LL j NOTE 13 j a ._. F I 0 Q a f- w FAS EN BOTTOM PLATE TO FASTEN BOTTOM MOST PLY OF PLANK HDR TO JACK STUD W/ MIN (1) A35 (J) Q 1- Z 0 W 0 Z W 0- O 1 p 0 WSP HDR -0/2 - I @ EACH END. p W R Z m �` - 0 w J m FLOG DECK W/ 10d @ 3" O.C. 00 m w U Z 0 p Z w :1 w 13. • FASTEN CORNER STUDS/SW'END STUDS TOGETHER W/ (2) ROWS 1 Od 0 `� Q n W 0 W w 0 D Q W @ (� Z.Z X_ p I 0 Z ��h I a I 8'"O.C., STAGGERED w 4 F W „m W p F Z m [7 T w w X U y w > ._... • ATTACH CORNER STUDS DIRECTLY TO FLOOR GIRDER BELOW w Z - Q w - Z Ii w- I „ O W/(3) W wf aw2h Uom i w_ . O MSTA Q p- w W 36 OR (3) CS18 PER SW3 SPECIFICATIONS W w a Z H Z F I: z I — Z _ z z I ; ; WS HDDR-0/G I; i— OI�Z{ 0 -a��OQW0 ! - P HDR -O/2 ( 2x-1/ 2004 V_NWl1mmZZ12-1- ...:". W W Q m Z m Q F Z 3 Q I LEI 2 W 0 w E- Z W L9m Q m U Q W Q Z? Z I U W w Q w Li (' z _ a p _ F-1-IzclH-V3zwo WF -I NOTE 10 --- Z Q - w Z tY I Um0I p Q - 3SRUDS u w 0 W m r QI- I OJ O Z Z jj C µ I ® rcjh_3Nam<0mH_Um i I - (2) CS18 x 2 2 STUDS C7 a STUDS O I Z SHEET NO.: 2 2 ,�TUDJ w jtj- CS18 rx t� �E I 0 ST CS18 rz ( (p ,I Q ; STRUCTURAL CO z CL FRAMING PLAN I � j 0 JOB NO.: AT6822 WSP HDR -0/2 j — v C] — SUBDIVISION: I O Atlantic Beach (2) 2x4-1/2 I U- Count Club y I N fr I LOT NO.: VUSP HOR O. r_ WSP HDR -O/2 U W I-- ) j 3 NOTE 10 @ MAX 12 O.C. z 36 -_.... FLOOR PLAN. I Adcock Residence Z DESIGNED: I � - U CCS/JML REVIEWED: I a< — ------- —_ J W ®BM REVISIONS DATE I Cn --- — — — — W S W Z Z)APEXO — _. STR TU ENGINEERING �r1iR t� t� 11 ! 11 (D r No 71 ,57 SEGO LEVEL CT L �'RA I �G PLAN 1/4 1 0 E a •, ,, U . •.L ' O .• �� LU �, •• D I� .• C? % o-- / 0 e Q iV Al �, OFFICE COPY X a®ter1a1e�'L W e CL Derek B. Murray, P.E. - � P.E. No. 71457 METAL CONNECTOR ENGINEERING ----- i 10-19-2017 - 5 STUDS � o � - (2) CS18 2 2 STUDS � o - CS N "t n (D 1-- 00 O O r- N N N 4ao LO V,O O O O_ O O - - 1 li iNHTS T32 N 10 H U26 L 1 HTt J01 — Ms12 li J01 M, 12 — -- I - - J05 lmJ 0 As AM6 J! I U) r w I � ly O ; CD1 � �. � 4. ayERFRAMING NOTES E-- ! ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. QC JO7 X107 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. D ! •FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d O I -------T --6'- 7'-- COMMONS MIN. 0 -! I ___.------�_.--_____ . EACH RAFTER TO "SLEEPER' W/ SIMPSON H3 UPLIFT J07- I -- — __ _�_—. -11 ' : J07 CONNECTOR. _ •ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. J07 o e F ASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ 5 10d COMMONS MIN, z 0 I ! I ; J07 I J07 J07 J07 J07 V, RAFTER SPAN SCHEDULE ROOF FRAMING KEYNOTES LUMBER SIZE NOTES APPLICABLF ONLY WHERE SPECIFIED ON PLAN 2x12 12" 14'-5" 18'4" 21'-8" 1. PRE -MANUFACTURED SHEAR PANEL 16" 12'-6" 15'-10" 18'-9" 22'-1" • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED 011 10'-2" 12'-11" 164" 18'-0" 24" FRAMING PLAN zcw]mQaQzw❑ O It> - SHEAR PANEL TO SW DBL TOP PLT W/ 10d ;a_ 3" O.C. ® FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. * NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER. SEE "ELEVATION OF BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET 2. TYPICAL BEARING BLOCK ® BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. - . .. aT' A TACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES: O Q . FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY Cq SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. LO SPACING) r- N ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED _ LOCATIONS ON PLAN SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION NTO Cn AGAINST CORROSION O • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS ' 7 „ - - SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS —11 5 5 7 8 N i AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING CN I r LEDGERS ARE FOR INTERIOR USE ONLY, N M N "t n (D 1-- 00 O O r- N N N 4ao LO V,O O O O_ O O - - 1 li iNHTS T32 N 10 H U26 L 1 HTt J01 — Ms12 li J01 M, 12 — -- I - - J05 lmJ 0 As AM6 J! I U) r w I � ly O ; CD1 � �. � 4. ayERFRAMING NOTES E-- ! ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. QC JO7 X107 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. D ! •FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d O I -------T --6'- 7'-- COMMONS MIN. 0 -! I ___.------�_.--_____ . EACH RAFTER TO "SLEEPER' W/ SIMPSON H3 UPLIFT J07- I -- — __ _�_—. -11 ' : J07 CONNECTOR. _ •ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. J07 o e F ASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ 5 10d COMMONS MIN, z 0 I ! I ; J07 I J07 J07 J07 J07 V, ': !"i J0-; I'I li I I I N z w 0 w I wNN0 I I ; 307C a J01 I , HTU s J HTU2 J01 I `\I LOO O �O ! J03- \\ _ I I I I I _ I, , J04 _ I � J03 RAFTER SPAN SCHEDULE O.C. SPACING. LUMBER SIZE 2x6 2x8 2x10 2x12 12" 14'-5" 18'4" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" 10'-2" 12'-11" 164" 18'-0" 24" 20 L. L./15 D.L. #2 SYP zcw]mQaQzw❑ ': !"i J0-; I'I li I I I N z w 0 w I wNN0 I I ; 307C a J01 I , HTU s J HTU2 J01 I `\I LOO O �O ! J03- \\ _ I I I I I _ I, , J04 _ I � J03 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 "T wp Wd 11. Z I❑ ❑ d Q L] to ® Z m M 10'-9" 16-11" fid ❑ o0' El_jdf? HZ 0 N0 W L] N V 24" >. }-wW zcw]mQaQzw❑ O It> 0 N w W 0 a p ': !"i J0-; I'I li I I I N z w 0 w I wNN0 I I ; 307C a J01 I , HTU s J HTU2 J01 I `\I LOO O �O ! J03- \\ _ I I I I I _ I, , J04 _ I � J03 U) oama .Zw W-1LL mZZ L3 F-❑ LIJ IL i.- L9UIIWWEn EAwW WF ❑ U Z del-fnpW�F-��ZWQfL F❑ d❑ 4 OZ LL1p❑ Qw z a I Z Ir W- 0 w� w d � 194 aWLjZWWZN0d2W d W 0 F- _❑ Z_ LIJ E owhF ZQPww_w LLI ww2 XdwLjdw U.2 W W Q W d 37I.p U F Z N W W \4{ C9 L9 ❑ Z I _ --- CD LD t0 O (D _ Z fA UI _ Z p I _ .. _ �3 tY F 5. DRAFT Z I T STOPPING A C FLOOR TRUSSES TO BE PROVIDED D 0 ....__ ._� �, N N N N N O E BY ,� d to w i rte— w � - P i d „ w W I- D D D D MTS12 BUILDER IN ACCORDANCE WITH FRC R302.12. LU Z ❑ N Q - \ �-- I--- I— E-- J01 W !L f < QZ>ZI UwfY d I \. , I d p F- - _-_-__._-__.____ _..___._—____ ! S _ _ 6. 1 2x SYP BLOCKING BETWEEN TRUSS TOP CHORDS h Z Z I - J07 ,, Z _ JI L 1 L J L J L J L J L J L ,� BELOW WALL ABOVE` .. v d v� 0 I w p Z Q z` • ATTACH BLOCKING TO TRUSSES w/ (4) 10dTOE_NAILS.@ r� I- Nn Q 0 nZ _ v ❑ \ 2 I ( (2) HTS20 � O HTS20 � EACH ENDLL � i II co 7. 2x10 RIBBON BOARD TO EACH FLOOR TRUSS w/ (6) 10d FACE NAILS z SHEET NO.: O. O D ATTACH EACH FLOOR TRUSS TO HDR/TOP OP P LATE BELOW w/ MTS12 Q 8. 2x 12 NO.2 SYP PT JOISTS MAX 12 .C. - �-__- S � ` i A T 18 @ O ,RIP JOIST TO I i'ABLISH SLOPE PER BUILDER � I Ii ! MTS12 ti1TS12 9. ,CONVENTIONAL FRAMING NOTES.... ROOF FRAMING • SEE "OVERFRAMINU NOTES" ON ROOF' FRAMING PLAN FOR —-- – �_: ___ — ��.- -- �. PLAN T19 � SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE i USED FOR I MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. ® JOB NO.. ALL MEMBERS TO BE N0.2 SYP UNLESS NOTED OTHERWISE: _ _..-------- ----./i% `- ES ARE CONSIDERED NON U AT6822J05 , ALL UNSPECIFIED RIDGJos i STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE I SUPPORTING STUDS OR UPLIFT CONNECTORS. SUBDIVISION: 1�» - Jo3 . ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN Atlantic ic BeachSUPPORTED RAFTERS. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER LL WHERE APPLICABLE W/ MIN 6 10d Count/ Club I \�J01 • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: Q T20 --- 1F i C14 1� •"' I , --� rte- i`•- fn M r �� i C>0 -� 0 (D (D(D 0 0 -_ 3'2" -------- ---- -10'5`' - --- ----^ _--- 11'6" -- 66' T LOT NO.. z 36 } FLOOR PLAN: Adcock Residence ® DESIGNED: CCS/JML LLI 1- REVIEWED: LLI ®BM LL 407" 10. ®SYP BL REVISIONS DATE (2} 2x12 NO.2 S BLOCKING BETWEEN LEDGERS BELOW WALL ABOVE TO ACCEPT SW STRAPPING: . BLOCKING TO LEDGER W/ HU210-2/HUC210-2. "z • 2x12X24"LONG NO.2 SYP LEDGER TO TRUSS TOP CHORD W/ 2 ROWS 10d @ 6" O.C. STAGGERED AND TO EACH VERTICAL W/ 10d m a 3" O.C. � 0 LIJ z LIJ z TRU NA! N�!G OTE co 1 1 0 SECOND LEVELR �, /4 Z) x O "" STR TURAL NGINEERING UNL SS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN ALL �Z TRU S TO TOP PLATE CONNECTIONS SHALL_ BE ACCORDING L7 TO E TYPICAL WALL SECTION SHEET. �►eotE rr e%% B . U ALL : XTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING e R GEO TO BE BRACED wf PRE -MANUFACTURED GABLE END ` .® a.• .� F •. BPA ING TRUSS 0 No 71457 0 _ 0 � s r zE © 4t/` , - . sa [ OF C f� ......••• G' FIC COY ~ ''j�SI�NA, ee x +�of!r G�t��e W Derek B. Murray, P.E. P.E. No. 71457 METAL CONNECTOR ENGINEERING 10-19-2017 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 11'-101, 18'-8" 24'-7' 26'-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 09'-3" 13'-11" 17'-7" 20'-11" 10 L.L./5 D.L. #2 SYP U) oama .Zw W-1LL mZZ L3 F-❑ LIJ IL i.- L9UIIWWEn EAwW WF ❑ U Z del-fnpW�F-��ZWQfL F❑ d❑ 4 OZ LL1p❑ Qw z a I Z Ir W- 0 w� w d � 194 aWLjZWWZN0d2W d W 0 F- _❑ Z_ LIJ E owhF ZQPww_w LLI ww2 XdwLjdw U.2 W W Q W d 37I.p U F Z N W W \4{ C9 L9 ❑ Z I _ --- CD LD t0 O (D _ Z fA UI _ Z p I _ .. _ �3 tY F 5. DRAFT Z I T STOPPING A C FLOOR TRUSSES TO BE PROVIDED D 0 ....__ ._� �, N N N N N O E BY ,� d to w i rte— w � - P i d „ w W I- D D D D MTS12 BUILDER IN ACCORDANCE WITH FRC R302.12. LU Z ❑ N Q - \ �-- I--- I— E-- J01 W !L f < QZ>ZI UwfY d I \. , I d p F- - _-_-__._-__.____ _..___._—____ ! S _ _ 6. 1 2x SYP BLOCKING BETWEEN TRUSS TOP CHORDS h Z Z I - J07 ,, Z _ JI L 1 L J L J L J L J L J L ,� BELOW WALL ABOVE` .. v d v� 0 I w p Z Q z` • ATTACH BLOCKING TO TRUSSES w/ (4) 10dTOE_NAILS.@ r� I- Nn Q 0 nZ _ v ❑ \ 2 I ( (2) HTS20 � O HTS20 � EACH ENDLL � i II co 7. 2x10 RIBBON BOARD TO EACH FLOOR TRUSS w/ (6) 10d FACE NAILS z SHEET NO.: O. O D ATTACH EACH FLOOR TRUSS TO HDR/TOP OP P LATE BELOW w/ MTS12 Q 8. 2x 12 NO.2 SYP PT JOISTS MAX 12 .C. - �-__- S � ` i A T 18 @ O ,RIP JOIST TO I i'ABLISH SLOPE PER BUILDER � I Ii ! MTS12 ti1TS12 9. ,CONVENTIONAL FRAMING NOTES.... ROOF FRAMING • SEE "OVERFRAMINU NOTES" ON ROOF' FRAMING PLAN FOR —-- – �_: ___ — ��.- -- �. PLAN T19 � SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE i USED FOR I MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. ® JOB NO.. ALL MEMBERS TO BE N0.2 SYP UNLESS NOTED OTHERWISE: _ _..-------- ----./i% `- ES ARE CONSIDERED NON U AT6822J05 , ALL UNSPECIFIED RIDGJos i STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE I SUPPORTING STUDS OR UPLIFT CONNECTORS. SUBDIVISION: 1�» - Jo3 . ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN Atlantic ic BeachSUPPORTED RAFTERS. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER LL WHERE APPLICABLE W/ MIN 6 10d Count/ Club I \�J01 • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: Q T20 --- 1F i C14 1� •"' I , --� rte- i`•- fn M r �� i C>0 -� 0 (D (D(D 0 0 -_ 3'2" -------- ---- -10'5`' - --- ----^ _--- 11'6" -- 66' T LOT NO.. z 36 } FLOOR PLAN: Adcock Residence ® DESIGNED: CCS/JML LLI 1- REVIEWED: LLI ®BM LL 407" 10. ®SYP BL REVISIONS DATE (2} 2x12 NO.2 S BLOCKING BETWEEN LEDGERS BELOW WALL ABOVE TO ACCEPT SW STRAPPING: . BLOCKING TO LEDGER W/ HU210-2/HUC210-2. "z • 2x12X24"LONG NO.2 SYP LEDGER TO TRUSS TOP CHORD W/ 2 ROWS 10d @ 6" O.C. STAGGERED AND TO EACH VERTICAL W/ 10d m a 3" O.C. � 0 LIJ z LIJ z TRU NA! N�!G OTE co 1 1 0 SECOND LEVELR �, /4 Z) x O "" STR TURAL NGINEERING UNL SS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN ALL �Z TRU S TO TOP PLATE CONNECTIONS SHALL_ BE ACCORDING L7 TO E TYPICAL WALL SECTION SHEET. �►eotE rr e%% B . U ALL : XTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING e R GEO TO BE BRACED wf PRE -MANUFACTURED GABLE END ` .® a.• .� F •. BPA ING TRUSS 0 No 71457 0 _ 0 � s r zE © 4t/` , - . sa [ OF C f� ......••• G' FIC COY ~ ''j�SI�NA, ee x +�of!r G�t��e W Derek B. Murray, P.E. P.E. No. 71457 METAL CONNECTOR ENGINEERING 10-19-2017 s - ` TRUSS TO TOP PLATE W/ SDWC'15600 OR H2.5A/T C INSTALLED @ INSIDE FACE e OF PLATE AS SHOWN" L -HOOK TOP PLATE TO STUD W/ ! (1) SDWC15600 SCREWAT OPENINGS U OR LESS. SDWC15600 OR H2,5/V'T TYPICAL _ EXTERIOR WALL \\(2) SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 8 STUD ALIGNED DIRECTLY "SEE INSTALLATION #2 BELOW BELOW TRUSS ALTERNATE OF—,TO—WALL CONNECTION (3)10d TOE -NAIL @ EACH END, i O Cel iii C9 O? cv cv M LL TYPICAL WALL SECTION Uj (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL WALL SECTION i - ` W < W U_ Lr U. Z wo Q<MW2h°U°m 'WW . TOP PLATE TO JACK/KING GROUP: e MIN 1/2"x10" L -HOOK MIN Y" 36 KSI ! (1) SDWC15600 SCREWAT OPENINGS U OR LESS. 2x N0 2 SYP BLOCKING TO FIT ANCHOR BOLT W°oQmz��C13 3 -_W \\(2) SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 8 WALL TIGHT BETWEEN TRUSSES; W/ 8d COMMON @ 3" O.C. W h � N Q Z ❑ U M U T<z>_zI<rj x�ol_<I 36' < S, - SEE PLAN OTHERWISE (3)10d TOE -NAIL @ EACH END, INTERIOR LOAD BEARING BOTTOM PLATE W/ (6) J -BOLT AT BLOCKING MAY BE OMITTED WALL SPLICE WALL SHEATHING OVER RIMBOARD. INSTALL (2) ROWS 8d HOLD- FOR HEEL HEIGHTS <9„ APPROVED EQUAL) ALTERNATE SHEATHING STRAP � W I CONNECTORS 4 TO TOP OF WOOD PLATE I W SHEATHING SPLICE. OFFSET ROWS SHEARkNALLS: ; DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER BELOW PER SW SHEAR WALL SCHEDULE - H2:5AlT OR SDWC15600 _ 2x4 BOTTOM PLATE (MIN 14' ", MAX 5"') AND SPACE NAILS ° JACK/KING CONNECTOR TO INSIDE EXTERIOR WALL 1-' x MIN. 18 GAGE z @ 4" O.0 STAGGERED GROUP FACE OF STUD W a 8" EMBED AT STEMWALL COVERING PER SPECS TO LAP UPPER AND METAL STRAP @ 48" ) r GAP PER APA RECOMMENDATIONS u1 12- 6" EMBED AT MONOLITHIC a O.C. W/ MIN (5) NAILS ti E OR ALTERNATE SECTIONS AT FLOOR LOWER LEVEL WALLS 12 EACH IN UPPER AND C I ` — 2x6 NO 2 SYP BLOCKING AT FIRST AS SHOWN. MIN (5) LOWER STUDS/HEADER RIBBON BUA;3D (6)TRUSS BAYS FROM EACH TYPICAL TRUSS NAILS PER STUD TYPICAL TRUSS CORNER OF BUILDING. EACH C TO TOP PLATE OR EPDXY ANCHOR TO FOP PLATE BLOCK TO HAVE (1 A35 TO TOP- ) TRUSS OVER HEADER: --._-- _ .__•. CONNECTION TYPICAL CONNECTION PLATE. TOP PLATE TO HEADER W/ - -- - ° a 4 a _— MONOLITHIC EXTERIOR WALL 1%a, STEMWALL FTG PER SIMPSON SDWC15600 @ MAX TYPICAL WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ E� TYPICAL 32" O.C. (SEE HEADER , EXTERIOR WALL o a n TRUSSES BY OTHERS 8d COMMON @ 3" O.C. EXTERIOR WALL FRAMING NOTES ON SHEET 4 ° A %2" DRILL & TO SPAN METAL. FLAT STRAP 2ND LEVEL ALTERNATE , 4 WSP RIM SOARD - -- ST -1 FOR ALTERNATES) SYSTEM RAISED` HEEL TRUSS SPLICE CONNECTION CANTILEVER TRUSS HEADER FRAMING ALTERNATE SECTIONS AT ROOF a i O Cel iii C9 O? cv cv M LL TYPICAL WALL SECTION Uj (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL WALL SECTION i - ` W < W U_ Lr U. Z wo Q<MW2h°U°m 'WW . e MIN 1/2"x10" L -HOOK MIN Y" 36 KSI TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE ANCHOR BOLT W°oQmz��C13 3 -_W THREADED ROD WALL TYPICAL EXTERIOR OR W/ 8d COMMON @ 3" O.C. W h � N Q Z ❑ U M U T<z>_zI<rj x�ol_<I OR I410,KWIK HUS -EZ INTERIOR LOAD BEARING BOTTOM PLATE W/ (6) DO NOT USE J -BOLT AT ADHESIVE (OR WALL SPLICE WALL SHEATHING OVER RIMBOARD. INSTALL (2) ROWS 8d HOLD- OWN APPROVED EQUAL) ALTERNATE SHEATHING STRAP COMMC)N NAILS ABOVE AND BEL01ri/ I CONNECTORS TO TOP OF WOOD PLATE CONNECTOR: .ALTERNATE - --- ---- — CONNECTOR: SHEATHING SPLICE. OFFSET ROWS SHEARkNALLS: ; DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER BELOW PER SW SHEAR WALL SCHEDULE O 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE (MIN 14' ", MAX 5"') AND SPACE NAILS ° EXTERIOR WALL 1-' x MIN. 18 GAGE z @ 4" O.0 STAGGERED - a 8" EMBED AT STEMWALL COVERING PER SPECS TO LAP UPPER AND METAL STRAP @ 48" ) r GAP PER APA RECOMMENDATIONS II 12- 6" EMBED AT MONOLITHIC a O.C. W/ MIN (5) NAILS ti E OR ALTERNATE SECTIONS AT FLOOR LOWER LEVEL WALLS 12 EACH IN UPPER AND CONTINUOUS 2x4 I ` FOOTING AS SHOWN. MIN (5) LOWER STUDS/HEADER RIBBON BUA;3D t PER PLAN Q APPROVED ADHESIVE NAILS PER STUD m. \ I`, o— OR EPDXY ANCHOR a MIN. MIN. .75" THICK (MIN) OSB/PLYWOOD RIM TO Country Club a MIN MONOLITHIC OR 3 MATCH FLOOR DEPTH ° a 4 a _— MONOLITHIC a 1%a, STEMWALL FTG PER 4 WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ E� PLAN o a n TRUSSES BY OTHERS 8d COMMON @ 3" O.C. i j 1 EXTERIOR SH ATHING 4 ° A %2" DRILL & TO SPAN METAL. FLAT STRAP 2ND LEVEL ALTERNATE , 4 WSP RIM SOARD - -- I - CONTINUOUS ACROSS SYSTEM �. STUD TO 1ST LEVEL STUD SPLICE CONNECTION FLOOR 4 MASA ANCHOR ALTERNATE F'®OOR—TO—FLOOR UPLIFT a z Y I 0 OPT. 2x_ LEDGER, ATTACH Q TO FLOOR TRUSS TOP CHORD W/ 10d @ 6„ O.C. ® ■ ,d. W n 0 WCin GABLE FLOOR TRUSS BY OTHERS 0U 2x4 NC.2 SYP DIAGONAL BRACE @ 48'" O.C. DIAGONAL BRACE TO FLOOR Z TRUSS GR DBL TOP PLATE W/ (3)1Od O TOE -NAILS AT EACH END TYPICAL EXTERIOR WALL LO Cq< r �w < ,0❑ PARALLEL FLOUR TRUSS P'LP d� U° 0 W 1, 4 z w° WV1-° W 0 inn00 hz❑NQwUNm *"2ND FLOOR WALL TO BEAM, < F- m 0 Z ° , Q Q - W � FL $ .7R-TO-FLOOFZ UPLIFTCONNECTOR NOTES: GIRDER OR HEALER UPLIFT TYPICAL EXTERIOR OR ® h m > ° h 0 U I 1 ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SE=CTION MAY BE OMITTED W/ ALTERNATE CONNECTIONS NOT REQ'D ,� INTERIOR LOAD BEARING WALL Z p � W D W w � � � N � D � FLOOR -TO -FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER (L h h W EXTERIOR WALLS UNDER (0 ° 0 m n Z - w m Z h 0 l � n L i.r w E- .., .,. ❑ Z U FM6'iU Q)Ht3LC 1 MUOOCO, STUD TO BEAM OR TRUSS 48"' •,• � Q " - I "• ", h - W . W ate.. N W ?: ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD ,� @ W Q h Q [7 W i. - W N'0 N U 3, THREADED DED ROD OR QUICK SIE SYSTEM IS ACCEPTABLE OPTION ;N ACCORDANCE WITH SUPPLEME Y TYPICA- �, U9Vc O.C. W11' x 18 GA. METAL STRAP W F w 0 I I W Z EA DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. -` YC W1 MIN (5) NAILS EACH IN STUD 0 d 0 � 0 Z w a o p 0 AND BEAM °ErWILI��`-OWj0QW WOOD BEAM OR TRUSS 0< W ° Q U w GIRDER PER PLAN z Z< W 0 0 W I L 0Z L11 ry-Dw h7CF-WN-DC7 BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: ALL SECTION TYPICAL W _ _ �_�,,LOT NO.: 1. ANCHOR REQUIRED ADJAC _NT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO 8E DETERMINED BY BUILDER AND ARE UNDER THE ?1/11� 1aD iW0 STORY APPLICATIONS:,,U FOUNDATION ARE TYPICAL FOR ONE AN } -,,, • , (SECTIONS AT FO , � PICAL ANCHOR BOLT SPACING 15 48' O.C. SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL: 2VA z 36 NON -TYPICAL BOLT SPACING. REQUIREMENTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1%" NAIL PENETRATION INTO s NOTES: z TYPICAL WALL SECTION I ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS MAX 24"° O.C. = Pressure >_ ,- �, 3 .�,1 N{MUM (1) ANC -IOR REQU @ • Od 8 O.C. STAGGERED FLOOR PLAN. P PLATES ARE TO BE BUILT WITH 2)2x N0.2 SYP FASTENED W t2) ROWS 1 � 1. ALL TO ( e T WITHIN 12'° OF THE END OF ANY PLATE USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER Treated sill (� MINIMUM 48 LAP W/ MINIMUM 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. /1h1 ANCHOR MUS BE PRESENT '' ". °• ®, { (UNO) M ( } 4. Al '.L BOLT ANCHOR OPTIONS REQUIRE NUT AND 2" SQUARE WASHER.. SPECIFIED INSTALLATION DETAIL < •'° .° a O ` T BE 2x SPF MAX 16" O.C. UN0 ., , ., .. � Adcock Residence 2. ALL INTERIOR LOAD BEARING WALLS O _ @ ' �- - BEAR! NG r ERIOR BEAR,NG NON -UPLIFT WALLS IDENTIFIABLE BY CROSS HATCH WOOD STRUCTURAL PANEL MAYBE INSTALLED BETWEEN FIRE PROTECTION AND �` � � BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACITIES. 5. . 3. 1ST AND 2ND FLOOR - _ � °� .. 30 .DEFINED ON 8 1 ANCHORS WITHIN 12 OF PLATE ENDS NOT REQUIRED, WOOD STUDS {FBC TABLE 721.1{2}, FOOTNOTE L). . , � bDW 1 5 Z DESIGNED.. ABLE TRUSSES TYPICAL. C 54.0 at sill late connection UPLIFT CONNECTIONS NOTREQUIRED UNDER JACK AND G , 4. FLOOR -TO -FLOOR U •a' S � PROVIDED MEET OR EXCEED MAXIMUM ON � „ � P ADDITIONAL NON TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. .AIv.,HOR.. MUST BE PROM ED TO / TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR TYPICAL 10 0° Finish: _ rm _ 5. SEE PLAN FOR IN I' ANCHORS PER PLATE SEGMENT. TNG APPLICATIONS. AT'°SW° WALL OSB OR PLYWOOD MUST BE INSTALLED � Optimal 22;x° ish. Black E Caat . C t: NTER SPACING &MIN MUM (2} O WALL FRAM p (� CCS�J M L r 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. W Note: Sill plate anchor to foundation' not shown for clarity. 1- REVIEWED: X v SDWC STUD -TO -SILL PLATE CONNECTION W DBM SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURE { � -----� 11 x* * Q REVISIONS DATE **NOTE TO FRAMER** NOTE TO FRAMER S j MAX (1) SDWC TO NARROW FACE OF: MAX (1) SDWC TO NARROW FACE OF EACH STUD, (2) SDWC TO NARROW FACE EACH STUD, (2) SDWC TO NARROW FACE "s OF STUD REQUIRES 2 STUDS OF STUD`RE REQUIRES 2 STUDS Optimal 22-1/2' Q O Q {) 10 0 ° Rafter or Truss 4 N rdlin % ° , -#.I 1 " minimum W # 30 N.a �1 ° 12.° [` 1 „ 30 .Optimal 22% .. /z Min edge distance SDWC15450 1 for full values Splice may be in 30 10 0 j 1 u (with or without upper or lower MiN /z EDGE li :late DISTANCE h a a late splice) P Do not install SDWC m p p } W - 6 hatched area \ � Q 0 Y2"Max z SDWC15600 Max (3" +/ /z 1 CA Offset from 1 =, MPn O /a 2 r to latus lice A EXs pp p „ I i 6 for full values MIN z EDGE C) Overhan i ,, „ SDWC15 00 i x e Ma f a STRU ENGINEERING- p / DISTANCE' h . including a 1 Note. Sloped -roof rafters may be sloped up to and cl g SDN1C 5600 Y P Rafter to To Plate shown SDWC15600 1 SDWC 2 SDWC I-- d must be birdsmouth cut. 12.12 itch an D4VC15600 C� P S Truss #o To Plate similar SDWC15600 p Note. St - - a ua to Bottom Plate shown. All other installations similar. LL ..- _ , , eft, MIN. EDG DISTANCE FOR TOP PLATE SPLICE OPT. SDWC STUD TO TOP PLATE S _ Get tt� E ..DWC INSTALLATION RAfVC�L OPT. SDWC STUD -TO SILL PLATE CONN�CT, ♦� �r _ E � �ALLA NRANGOPl" DWC NS TIODW HSTUC .S ii T �DVMCIVSTALlAT10N TR�SS�FtAFTERALIGNE IT SDWC ED ♦ tE OP . T GE DISTANCE AND SPACING INFORMATION TALLATION aTANDARD SDIVC ROOF TO lNAi1 Ei�STALLATION RANG (� 3ISDWC 4®1AT12 , 13 ♦ - E3STANDARD SDWCROOFTOWALLI S 2 Z(SIM FOR STUD' TO TOP PLATE CONNECTION) CONNECTION , HROUGH NARROW FADE NARROW FACE OF STUD. THROUGH NARROW FACE AT FDN ♦'' K V t, No 71457 _j,,, •. O ' ti Z • • • T E OF 441 OFFICE COPY•<w oNAI. ,.. W °�priro�ce�4� 0- Derek B. Murray,.E. Y, P.E. No. 714 7 MET I 5 ALC CONNECTOR ENGINEERING ON6 SECTOR ENGINEERING 10-19-2017 i i I - ` W < W U_ Lr U. Z wo Q<MW2h°U°m 'WW . - MIN 1/2"x10" L -HOOK MIN Y" 36 KSI ANCHOR BOLT W°oQmz��C13 3 -_W THREADED ROD "11,2"x;6" TITEN HD M{N,2"I71x 6" TETEN HD —MASA TO TOP OF W h � N Q Z ❑ U M U T<z>_zI<rj x�ol_<I OR I410,KWIK HUS -EZ OR HILTI KWIK HUS -EZ BOTTOM PLATE W/ (6) DO NOT USE J -BOLT AT ADHESIVE (OR 'EOd x 1 f" HOLD- OWN APPROVED EQUAL) F-�----- STUDS: ' EACH KING STUDTO BEAM/HEADER BELOW WITHLL _ _ I CONNECTORS TO TOP OF WOOD PLATE SHEET NO.: MSTA36 (OR CS18) WITH (18)10d. z SHEARkNALLS: ; DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER BELOW PER SW SHEAR WALL SCHEDULE O 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE ON SHEET ST- **WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, USE SIMPSON CS18 � MASA TO SIDE OF - a 8" EMBED AT STEMWALL ° TYPICAL WALL' SOTTOM PLATE W/ (3) 12- 6" EMBED AT MONOLITHIC a 4 , a 10d x 1 %" a , MONOLITH,, OR ALTERNATE SECTIONS AT FLOOR 4 MONOLITHIC OR STEMWALL FOOTING '' a MONOLITHIC FOOTING ONLY ° �— 1. T -i MASA SET/" TO , I STEMWALL 4 FOOTING 4 4 .E INSIDE OF SLAB, t PER PLAN Q APPROVED ADHESIVE ' d a , I`, o— OR EPDXY ANCHOR a MIN. MIN. a Country Club a MIN MONOLITHIC OR 3 o 1 %y ° a 4 a _— MONOLITHIC a 1%a, STEMWALL FTG PER 4 ! FOOTING ONLY PLAN o a n a I �n ° 4 ° A %2" DRILL & %2" O SCRE't61iANCi OR Y2" 0 SCREW ANCHOR d 1 " J - BOL-- %2 J BOL ANCHOR ANG O EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE 4 MASA ANCHOR a TYPICAL BOTTOM PLATE ANCHOR OPTIONS BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: ALL SECTION TYPICAL W _ _ �_�,,LOT NO.: 1. ANCHOR REQUIRED ADJAC _NT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO 8E DETERMINED BY BUILDER AND ARE UNDER THE ?1/11� 1aD iW0 STORY APPLICATIONS:,,U FOUNDATION ARE TYPICAL FOR ONE AN } -,,, • , (SECTIONS AT FO , � PICAL ANCHOR BOLT SPACING 15 48' O.C. SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL: 2VA z 36 NON -TYPICAL BOLT SPACING. REQUIREMENTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1%" NAIL PENETRATION INTO s NOTES: z TYPICAL WALL SECTION I ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS MAX 24"° O.C. = Pressure >_ ,- �, 3 .�,1 N{MUM (1) ANC -IOR REQU @ • Od 8 O.C. STAGGERED FLOOR PLAN. P PLATES ARE TO BE BUILT WITH 2)2x N0.2 SYP FASTENED W t2) ROWS 1 � 1. ALL TO ( e T WITHIN 12'° OF THE END OF ANY PLATE USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER Treated sill (� MINIMUM 48 LAP W/ MINIMUM 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. /1h1 ANCHOR MUS BE PRESENT '' ". °• ®, { (UNO) M ( } 4. Al '.L BOLT ANCHOR OPTIONS REQUIRE NUT AND 2" SQUARE WASHER.. SPECIFIED INSTALLATION DETAIL < •'° .° a O ` T BE 2x SPF MAX 16" O.C. UN0 ., , ., .. � Adcock Residence 2. ALL INTERIOR LOAD BEARING WALLS O _ @ ' �- - BEAR! NG r ERIOR BEAR,NG NON -UPLIFT WALLS IDENTIFIABLE BY CROSS HATCH WOOD STRUCTURAL PANEL MAYBE INSTALLED BETWEEN FIRE PROTECTION AND �` � � BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACITIES. 5. . 3. 1ST AND 2ND FLOOR - _ � °� .. 30 .DEFINED ON 8 1 ANCHORS WITHIN 12 OF PLATE ENDS NOT REQUIRED, WOOD STUDS {FBC TABLE 721.1{2}, FOOTNOTE L). . , � bDW 1 5 Z DESIGNED.. ABLE TRUSSES TYPICAL. C 54.0 at sill late connection UPLIFT CONNECTIONS NOTREQUIRED UNDER JACK AND G , 4. FLOOR -TO -FLOOR U •a' S � PROVIDED MEET OR EXCEED MAXIMUM ON � „ � P ADDITIONAL NON TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. .AIv.,HOR.. MUST BE PROM ED TO / TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR TYPICAL 10 0° Finish: _ rm _ 5. SEE PLAN FOR IN I' ANCHORS PER PLATE SEGMENT. TNG APPLICATIONS. AT'°SW° WALL OSB OR PLYWOOD MUST BE INSTALLED � Optimal 22;x° ish. Black E Caat . C t: NTER SPACING &MIN MUM (2} O WALL FRAM p (� CCS�J M L r 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. W Note: Sill plate anchor to foundation' not shown for clarity. 1- REVIEWED: X v SDWC STUD -TO -SILL PLATE CONNECTION W DBM SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURE { � -----� 11 x* * Q REVISIONS DATE **NOTE TO FRAMER** NOTE TO FRAMER S j MAX (1) SDWC TO NARROW FACE OF: MAX (1) SDWC TO NARROW FACE OF EACH STUD, (2) SDWC TO NARROW FACE EACH STUD, (2) SDWC TO NARROW FACE "s OF STUD REQUIRES 2 STUDS OF STUD`RE REQUIRES 2 STUDS Optimal 22-1/2' Q O Q {) 10 0 ° Rafter or Truss 4 N rdlin % ° , -#.I 1 " minimum W # 30 N.a �1 ° 12.° [` 1 „ 30 .Optimal 22% .. /z Min edge distance SDWC15450 1 for full values Splice may be in 30 10 0 j 1 u (with or without upper or lower MiN /z EDGE li :late DISTANCE h a a late splice) P Do not install SDWC m p p } W - 6 hatched area \ � Q 0 Y2"Max z SDWC15600 Max (3" +/ /z 1 CA Offset from 1 =, MPn O /a 2 r to latus lice A EXs pp p „ I i 6 for full values MIN z EDGE C) Overhan i ,, „ SDWC15 00 i x e Ma f a STRU ENGINEERING- p / DISTANCE' h . including a 1 Note. Sloped -roof rafters may be sloped up to and cl g SDN1C 5600 Y P Rafter to To Plate shown SDWC15600 1 SDWC 2 SDWC I-- d must be birdsmouth cut. 12.12 itch an D4VC15600 C� P S Truss #o To Plate similar SDWC15600 p Note. St - - a ua to Bottom Plate shown. All other installations similar. LL ..- _ , , eft, MIN. EDG DISTANCE FOR TOP PLATE SPLICE OPT. SDWC STUD TO TOP PLATE S _ Get tt� E ..DWC INSTALLATION RAfVC�L OPT. SDWC STUD -TO SILL PLATE CONN�CT, ♦� �r _ E � �ALLA NRANGOPl" DWC NS TIODW HSTUC .S ii T �DVMCIVSTALlAT10N TR�SS�FtAFTERALIGNE IT SDWC ED ♦ tE OP . T GE DISTANCE AND SPACING INFORMATION TALLATION aTANDARD SDIVC ROOF TO lNAi1 Ei�STALLATION RANG (� 3ISDWC 4®1AT12 , 13 ♦ - E3STANDARD SDWCROOFTOWALLI S 2 Z(SIM FOR STUD' TO TOP PLATE CONNECTION) CONNECTION , HROUGH NARROW FADE NARROW FACE OF STUD. THROUGH NARROW FACE AT FDN ♦'' K V t, No 71457 _j,,, •. O ' ti Z • • • T E OF 441 OFFICE COPY•<w oNAI. ,.. W °�priro�ce�4� 0- Derek B. Murray,.E. Y, P.E. No. 714 7 MET I 5 ALC CONNECTOR ENGINEERING ON6 SECTOR ENGINEERING 10-19-2017 i i I - ` W < W U_ Lr U. Z wo Q<MW2h°U°m 'WW . �_ z WamzzII-zIF Z 2? Z 4 0-- 1 0 0 m 4 W 0 Z W°oQmz��C13 3 -_W LU W h � N Q Z ❑ U M U T<z>_zI<rj x�ol_<I 2ND FLOOR WALL TO BEAM/GIRDER OR HEADER I- I z i I- V° Z W 0° W h M aIIr01 - - - STRAPPINGA+iETIiC)D SOR UPPER LEVEL FIAMiNU TO BERM tOR GfRDER) Q° 004- I0ZJ r U h Z 3 N n N Q 0 Pl I -Z F-�----- STUDS: ' EACH KING STUDTO BEAM/HEADER BELOW WITHLL _ _ SHEET NO.: MSTA36 (OR CS18) WITH (18)10d. z SHEARkNALLS: ; DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER BELOW PER SW SHEAR WALL SCHEDULE O - ST ON SHEET ST- **WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, USE SIMPSON CS18 � EXCLUSIVELY** TYPICAL WALL' 12- SECTION JOB NO.: ALTERNATE SECTIONS AT FLOOR Q AT6822 ' SUBDIVISION: o— Atlantic Beach - Country Club r 36" LONG SPF SCAB Wt (20),1Od TO CORNER STUD ONLY WHEN HOLD DOWNS ARE SPECIFIED ON PLAN. �---- 2x- SPF CORNER STUDS ALTERNATE ERNATE CV RNER DETAIL` TYPICAL ROOF DECK _._ PR BY LE ROOF DECK (1)D€AGONAL BRACE PER 10' TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT TRUSSES PARALLEL TO WALL: ROOF TRUSS APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. 2x4 SPF (MIN) NAILER FASTENED OR RAFTER II II II II TO DBL TOP PLT W/ 10d 3 O.C. CONTINUOUS LATERAL RESTRAINT @ I 2x4 SPF (MIN) BLOCKING �' BETWEEN EACH TRUSS. (CLR). QUANTITY AND LOCATION TRUSS PERPENDICULAR TO WALL: FASTENTO BEAM w/ 10d DEFINED BY TRUSS SHOP DRAWING. 2x4 SPF (MIN) BLOCKING 4" O.C. BETWEEN EACH TRUSS. FASTEN O DBL TOP PLT W1 Od @ 4" O.C. TRUSSTO V-1 PORCH BEAM _ w1 SDWC15600 _ - APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE OR THICKER CDX SIDE OF WEBS MADE OF MORE THAN ONE PIECE, O - OR OSB FASTENED O DO SO WITH OVERLAPPING BRACES TRUSSES RAFTERS LIKE THIS TYP EVERYWHERE N 2x WALL FRAMING OR BLOCKING W/8d LO COMMONS @ 3" EDGE, PORCH BEAM r 12 FIELD. w% PORCH BEAM TO POST: 00 WOOD STRUCTURAL (1) MSTA24 0 SHEATHING0) C!) ABU POST BASE ANCHOR POST TO SLAB. TRUSSES NEEDING BRACING , OR DTT2Z NT N (UNLESS NOTED OTHERWISE) N TYPICAL PORCH SHEATHING DETAIL LATERAL BRACING MULTIPLE TRUSSES_ e> THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER UNO UNLESS NOTED OTHERWISE. 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE IMMEDIATELY LL LL CONTACT THE ENGINEER or RECORD FOR APPROPRIATE BRACING DETAILS. Iii 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO) z 5. DESIGNED PER BCSI-63, 2007. z NGINEERED ROOF TRUSS HERS U ; Q 16" Max a6" MAX a61' MAX I R PLAN TIGHT BETWEEN TRUSS TOP AND 4 _ - - BOTTOM CHORDS. 2x NO 28'r'P MAILER FASTENED TO- 2x4 NO.2 SYP CATS @ 12" O.C. WEB W11Od AT 6" O.C. DOUBLE TOP PLATE WJ 10d C a 3" FASTENED TO DOUBLE TOP 2x4 NO.2 SYP NAILER TO O.C. AND TO (1) ADJACENT TRUSS PLATE WJ (4 1 Od AND TO EACH TRUSS BOTTOM CHORD ) „ ADJACENT TRUSS BOTTOM W/ 1 Od @ 3"O.C: CONCEAL+=D HEADED DETAIL BOTTOM cH RG WJ 1od @ 3 O:c. , D a CHORD W/ (3) 1 O TOE -NAILS. L -BRACE FASYENED TO WEB W/ 1 Od AT 6" O.C. TR B TRUSS BOTTOM CHORD TRuB BOTTOM CHORD uss BOTTOM o o CHORD SINGLE TRUSS BRACING � �/1" OSB SHEATHING FASTENED 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL ------ KING AND JACK STUDS TO NAILER W/ 10d @ 3 O.C, RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE c, d AND TO DOUBLE TOT' PLATE W/ ;CAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. F- ! PER ENGINEERING 10d @ 3" O.C. "NEB W/ 1 O AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING. OR F-- GARAGE DOOR BUCK/JAMB NAILED *IF t2 BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. ), C S PER SHEATHING TO STUDS PER - U) ,. S€-€CAT'-€iNu TO STUDS PER, -----/' ER; SHEATHING TO STUDS REQUIRED, .APPLY 1 BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE SPECIES AND TO STUDS W/ 2 1ud COMMON OR O (1STRUCTURAL `T„ „ TABLE 2. WOOD STRUCTURAL TABLE 2. WOOD STRUCTURAL TABLE 2. WOOD s MAXa.MAXs Max tt7 „ ._._.-_ —__� � � TO EACH FACE OF 4VE6. GRADE AS WEB TO BE BRACED. � m 12d CC NAILS @ 16 O.C. T G PANEL SHEATHING �1 X D PANEL SHEATHING PANEL SHEATHING _ � W Z 2 0 , SHEET ST -1 REQUIREMENTS SHEET ST -1 PERMANENT WEB BRACING W m d 0 REQUIREMENTS, SHEET S? 1 REQUIREMENTS, a U 0 Z mm m WEATHER STRIPPING/STOP ' d 3 m0 W a d Z r 0 W�[F w0 L] �` Z iD0DJ- I GARAGE DOOR OPTION 1 OPTION 2 OPTION 3 LO U1 0_ 1- z 0 m o w U m 0 Z w m Q m J z W 0 Fmww - Hm4D s ® w W m 0 w m W w❑ m m- D INTERIOR SHE:ARWALL DETAIL � o ❑ w w J � _ o � --------------- i. FOR TRUSSEg-` .AT SIT DIREC LY ABOVE THE WALL, FASTEN TRUSS a W H m � D >_ w 0 BOTTOM CHORD DOUBLE OP PLATE WITH 1 Od TOE -NAI! S AT 4' O.C. CO p I m Il . m w W J m 0 Z U SH LL DETAIL IS INTENDED FOR USE 1N AREAS WHERE LIJ W Z a o Q 19 m I w w rn I- [n W W 2x6 SYP GOAL POST ATTACHED 2. THISINTERIOR " THE SHEARWALL RUNS LLEL TO THE TRUSSES. THIS IS A PREFERRED Z d w � In ® M I- � I w Z Z Q IL it TO STUDS W/ (2} ROWS OF 3-/2 NOIwE. SCREWS FOR ALTERNATIVE TO FRAMING A VE THE PLAT E LINE TO THE ROOF DECK. I- 0 d u a 0 r a w 0 0 GALV DECK SCREWS 12' O.C. IN LIEU OF SPECIFIED DECK SC (/7 d Z I- z w IL Z a X D - p GOAL POST ATTACHMENT, THE GARAGE C w a m Q w J 0.4 DOOR SUPPLIER MAY SPECIFY A FASTENING __ TRACK GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE Di30rc I..rtC � Z d Q U W 0 ®W 0 m 0 d Q Z DIRECTLY TO THE KING AND JACK STUDS, ., ---_----..-------- 2 JACK STUDS, 1 KING STUD � � Z o w I- � � d F- W N � m � PER MANUF WRITTEN SPECIFICATIONS THROUGH THE GOAL POST. _ — 3 JACK 'T D LU w m Z m W F d 0 m z ..> (1)HTTSREQi!€REDA1 1 /t__ C STUDS s zwdwImzz�F-zNFWZ CORNER STUD GROUP; MAY ._ _ 2 ?- z d -Zan 0 Cqw :u 0 ❑ 0 Z d ❑ Z L7Z Wm a m-ZI- BE LOCATED IN:PLANE :3F _ ® � _ w m _ F- F GARAGE DOOR JAMB; DETAIL o GARAGE TO BE FRAMED AS 2x6 Z z 0 d Z m Q Z GARAGE RETURN OR - _.. W wwJ�m-WO mw��Hd AS Z❑ U' WL7 m dmUU AROUND CORNER, AS SHOWN W F i m w - _ <[ IQZ>_ZIdnwm.- d� 10 - FASTEN STUD TO CORNER o!, 0 F I Z 0 I- 0 z w G W I- m rI — Z U d- n m❑ I w p Z d STUD GROUP W1(2) ROWS i 0 W m d J F- I ❑ J „ �. �-� _ -n I- Z S N d c7 Z 10d @ 6 O_C. STAGGERED. _ a m 0 I- - U ❑ . OMIT NAILS AT 30TTOM 24" OF ri ,: INSTALLATION � HT?5 STUD FOR H7T•.� �---- FASTEN SHEATHING TO FRAMING Z SHEET NO.: MEMBERS W/ 8d COMMON @ 3" O.C. ST -6 AS SHOWN I- Q STRUCTURAL A�2A�E RETURN PLAN VIEW � TYPICAL FOR EA H �- { C GARAGE RETURN, NOT TO SCALE) 0 (1 DETAILS HEADER PER PLAN NO PANEL SPLICES 0 JOB NO.: � Q . °.° U AT68 2 2 mSV SUBDIVISION: BEAM ABOVE I cy • . « . HEADER TO BE CONTINUOUS TO i I PER PLAN. �, .. o' Atlantic Beach %' x 4" EMBED ANCHOR BOLT FASTEN DBL STUDS AT END w KING STUD W/ NO FLITCH PLATE I r s OF SHEARWALLAND KING ®� . ° LL' Count Club �!/ Z SQUARE WASHER STUDS W/ 4 PrISTA24 M Ld o FASTEN SHEATHING W/ Q I J O .-- z u; EA 8d REQUIRED IN THIS PLATE ONLY. � � _r COMMON GRID PATTERN @ 3" O.C. � LOT NO.: w , . (� EACH WAY, AS SHOWN SINGLE STUD TYPICAL (3) d Z 3 CORNERS. STUD MAY BE x SHEAR PANEL OP PLT TO ORIENTED IN EITHER DIRECTION. _ �� � z' HEADER W/ (2) ROWS -1 Od :FLOOR PLAN: (� a O COMMON @ 3 O.C. STAGGERED Adcock v oc Residence PT NO 2 SYP BOTTOM PLATE z m - JACK O HEADER WITH MSTA24; {2) TYP ALL 4 SIDES. <C Q TOTAL AS SHOWN O ` NAIL THROUGH 7/16" OSB INTO SPF OR �- � � � Z DESIGNED: r- BEAM (JR GABLE TRUSS) BETTER FRAMING WITH 8d @ 3" O.C. (TYP _ - _ 2x6 BLOCKING AT PANEL SPLICE PER AS SHOWN). FOR EDGE NAILING, EDGE NAIL C..) CCS/JML ABOVE PER PLAN. LILI SHEATHING AT BLOCKING I- REVIEWED:' A _. FA SEN ALL MULTI -PLY STUD X DBL CROSS PLATE ABOVE AND Lit DBM GROUPS W/ 2 ROW 1 d S 0 ab BELOW OPENING TO DBL 2x4 U, O BLOCKING W/ (2) CS18 W/ MIN (9) 1 O .'� COMMON @ 8" O.C., STAGGERED C1 REVISIONS DATE Y16" OSB FASTENED TO STUDS W/ 8d EACH END OF EACH STRAP (TYP AS COMMONS @ 3" O.C. ALONG PANEL EDGES. SHOWN) in SIMPSON HTT5 HOLDDOWN W/12" EMBEDMENT Uj DBL STUD GROUP O SLAB W/LTT20BOR DTT2Z. 0- DIA. ALL -THREAD W/ 2" ROUND m s " DBL STUD SUPPORTING BEAMS. EACH :BEAM TO w O WASHER AND 7 EMBEDMENT FASTEN STUD GROUPS TOGETHER z ? LU TA24. W/ 2 ROWS 10d 8" O.C. STAGGGERED — ° STUD GROUP W/ HTS20 OR MS O @ WALL END STUDS TO TRUSSIWALL e TYPICAL BOX COLUMN DETAIL FRAMING BELOW W/ (2) CS18 W/ MIN (9) W * * ACTUAL BEAM ORIENTATIONS MAY VARY 10d EACH END OF STRAP, TYP (2) PLACES . „ LE Y BE USED ON COLUMNS 8 OR GREATER (DETAIL MAY ) a EL NOTE: PER THE FBC 5#h EDITION (2014) 230 .a ON AGAINST DECAY V. 11 PROTECTION NATION VIEW Z AND TERMITES THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED (TYPICAL Ff)R EACH GARAGE RETURN). U) ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: ®' STRU TURAL NGINEERING _ WITH A MIN 6" HORIZONTAL OPT #1 BOX COLUMN SHOWN IS TO BE INSTALLED ° FASTEN SHEA7'Hi TO FRAMING MEMBERS W/ 8d � SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR $" COMMON@ 3" O. AS SHOWN F" VERTICAL SEPARATION FROM GRADE. KING STUDS TO TRUSS/WALL FRAMING BELOW ®FASTEN SHEAT41i40 W/COM ON 8 d M GRID PATTERN f W/ CS18 W/ MIN (9) 1 O EACH END OF STRAP, TYP 3 O.G. EACH ,A]AY, AS SHOWN Lie �drfiIr SWB1 SPECIAL SHEARWALL DETAIL e ., - I SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED (2, PLACES * FASTEN REMAININGSHEATHING W/ 8d COMMON @ 3 Q OPT #2 BOX COLUMN S O SHEATH ONLY ONE FACE OF WALL *,'` E....• 'vq °� [: �# 70 OPT #1 AND MUST BE FRAMED AND SEPARATION ACCORDING O.C. EDGE, 12 O.� FIELD U) s Q` .. ° •,,, R _ ® G E 1,1 Q ,► \ �• � �'" SHEATHED WITH PRESERVATIVE -TREATED MATERIAL, UNLESS NOTED OTHERWISE ON PLAN. .: 0 71 57 GARACEGR I AL FRAME DETAIL p 4 z ✓ � , S OF IC/ At -zl LU''s cj� • O ...... !— ,e®'S/O E % OFFICE COPY W Derek B. Murray, P.E. Q P.E. No. 71457 METAL CONNECTOR ENGINEERING 10-19-2017 P CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEBS BER SPEGIIRFIED ALTERNATE BRACING SI SIZE C T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4 - 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 {2)2x6* D a CHORD W/ (3) 1 O TOE -NAILS. L -BRACE FASYENED TO WEB W/ 1 Od AT 6" O.C. TR B TRUSS BOTTOM CHORD TRuB BOTTOM CHORD uss BOTTOM o o CHORD SINGLE TRUSS BRACING � �/1" OSB SHEATHING FASTENED 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL ------ KING AND JACK STUDS TO NAILER W/ 10d @ 3 O.C, RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE c, d AND TO DOUBLE TOT' PLATE W/ ;CAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. F- ! PER ENGINEERING 10d @ 3" O.C. "NEB W/ 1 O AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING. OR F-- GARAGE DOOR BUCK/JAMB NAILED *IF t2 BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. ), C S PER SHEATHING TO STUDS PER - U) ,. S€-€CAT'-€iNu TO STUDS PER, -----/' ER; SHEATHING TO STUDS REQUIRED, .APPLY 1 BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE SPECIES AND TO STUDS W/ 2 1ud COMMON OR O (1STRUCTURAL `T„ „ TABLE 2. WOOD STRUCTURAL TABLE 2. WOOD STRUCTURAL TABLE 2. WOOD s MAXa.MAXs Max tt7 „ ._._.-_ —__� � � TO EACH FACE OF 4VE6. GRADE AS WEB TO BE BRACED. � m 12d CC NAILS @ 16 O.C. T G PANEL SHEATHING �1 X D PANEL SHEATHING PANEL SHEATHING _ � W Z 2 0 , SHEET ST -1 REQUIREMENTS SHEET ST -1 PERMANENT WEB BRACING W m d 0 REQUIREMENTS, SHEET S? 1 REQUIREMENTS, a U 0 Z mm m WEATHER STRIPPING/STOP ' d 3 m0 W a d Z r 0 W�[F w0 L] �` Z iD0DJ- I GARAGE DOOR OPTION 1 OPTION 2 OPTION 3 LO U1 0_ 1- z 0 m o w U m 0 Z w m Q m J z W 0 Fmww - Hm4D s ® w W m 0 w m W w❑ m m- D INTERIOR SHE:ARWALL DETAIL � o ❑ w w J � _ o � --------------- i. FOR TRUSSEg-` .AT SIT DIREC LY ABOVE THE WALL, FASTEN TRUSS a W H m � D >_ w 0 BOTTOM CHORD DOUBLE OP PLATE WITH 1 Od TOE -NAI! S AT 4' O.C. CO p I m Il . m w W J m 0 Z U SH LL DETAIL IS INTENDED FOR USE 1N AREAS WHERE LIJ W Z a o Q 19 m I w w rn I- [n W W 2x6 SYP GOAL POST ATTACHED 2. THISINTERIOR " THE SHEARWALL RUNS LLEL TO THE TRUSSES. THIS IS A PREFERRED Z d w � In ® M I- � I w Z Z Q IL it TO STUDS W/ (2} ROWS OF 3-/2 NOIwE. SCREWS FOR ALTERNATIVE TO FRAMING A VE THE PLAT E LINE TO THE ROOF DECK. I- 0 d u a 0 r a w 0 0 GALV DECK SCREWS 12' O.C. IN LIEU OF SPECIFIED DECK SC (/7 d Z I- z w IL Z a X D - p GOAL POST ATTACHMENT, THE GARAGE C w a m Q w J 0.4 DOOR SUPPLIER MAY SPECIFY A FASTENING __ TRACK GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE Di30rc I..rtC � Z d Q U W 0 ®W 0 m 0 d Q Z DIRECTLY TO THE KING AND JACK STUDS, ., ---_----..-------- 2 JACK STUDS, 1 KING STUD � � Z o w I- � � d F- W N � m � PER MANUF WRITTEN SPECIFICATIONS THROUGH THE GOAL POST. _ — 3 JACK 'T D LU w m Z m W F d 0 m z ..> (1)HTTSREQi!€REDA1 1 /t__ C STUDS s zwdwImzz�F-zNFWZ CORNER STUD GROUP; MAY ._ _ 2 ?- z d -Zan 0 Cqw :u 0 ❑ 0 Z d ❑ Z L7Z Wm a m-ZI- BE LOCATED IN:PLANE :3F _ ® � _ w m _ F- F GARAGE DOOR JAMB; DETAIL o GARAGE TO BE FRAMED AS 2x6 Z z 0 d Z m Q Z GARAGE RETURN OR - _.. W wwJ�m-WO mw��Hd AS Z❑ U' WL7 m dmUU AROUND CORNER, AS SHOWN W F i m w - _ <[ IQZ>_ZIdnwm.- d� 10 - FASTEN STUD TO CORNER o!, 0 F I Z 0 I- 0 z w G W I- m rI — Z U d- n m❑ I w p Z d STUD GROUP W1(2) ROWS i 0 W m d J F- I ❑ J „ �. �-� _ -n I- Z S N d c7 Z 10d @ 6 O_C. STAGGERED. _ a m 0 I- - U ❑ . OMIT NAILS AT 30TTOM 24" OF ri ,: INSTALLATION � HT?5 STUD FOR H7T•.� �---- FASTEN SHEATHING TO FRAMING Z SHEET NO.: MEMBERS W/ 8d COMMON @ 3" O.C. ST -6 AS SHOWN I- Q STRUCTURAL A�2A�E RETURN PLAN VIEW � TYPICAL FOR EA H �- { C GARAGE RETURN, NOT TO SCALE) 0 (1 DETAILS HEADER PER PLAN NO PANEL SPLICES 0 JOB NO.: � Q . °.° U AT68 2 2 mSV SUBDIVISION: BEAM ABOVE I cy • . « . HEADER TO BE CONTINUOUS TO i I PER PLAN. �, .. o' Atlantic Beach %' x 4" EMBED ANCHOR BOLT FASTEN DBL STUDS AT END w KING STUD W/ NO FLITCH PLATE I r s OF SHEARWALLAND KING ®� . ° LL' Count Club �!/ Z SQUARE WASHER STUDS W/ 4 PrISTA24 M Ld o FASTEN SHEATHING W/ Q I J O .-- z u; EA 8d REQUIRED IN THIS PLATE ONLY. � � _r COMMON GRID PATTERN @ 3" O.C. � LOT NO.: w , . (� EACH WAY, AS SHOWN SINGLE STUD TYPICAL (3) d Z 3 CORNERS. STUD MAY BE x SHEAR PANEL OP PLT TO ORIENTED IN EITHER DIRECTION. _ �� � z' HEADER W/ (2) ROWS -1 Od :FLOOR PLAN: (� a O COMMON @ 3 O.C. STAGGERED Adcock v oc Residence PT NO 2 SYP BOTTOM PLATE z m - JACK O HEADER WITH MSTA24; {2) TYP ALL 4 SIDES. <C Q TOTAL AS SHOWN O ` NAIL THROUGH 7/16" OSB INTO SPF OR �- � � � Z DESIGNED: r- BEAM (JR GABLE TRUSS) BETTER FRAMING WITH 8d @ 3" O.C. (TYP _ - _ 2x6 BLOCKING AT PANEL SPLICE PER AS SHOWN). FOR EDGE NAILING, EDGE NAIL C..) CCS/JML ABOVE PER PLAN. LILI SHEATHING AT BLOCKING I- REVIEWED:' A _. FA SEN ALL MULTI -PLY STUD X DBL CROSS PLATE ABOVE AND Lit DBM GROUPS W/ 2 ROW 1 d S 0 ab BELOW OPENING TO DBL 2x4 U, O BLOCKING W/ (2) CS18 W/ MIN (9) 1 O .'� COMMON @ 8" O.C., STAGGERED C1 REVISIONS DATE Y16" OSB FASTENED TO STUDS W/ 8d EACH END OF EACH STRAP (TYP AS COMMONS @ 3" O.C. ALONG PANEL EDGES. SHOWN) in SIMPSON HTT5 HOLDDOWN W/12" EMBEDMENT Uj DBL STUD GROUP O SLAB W/LTT20BOR DTT2Z. 0- DIA. ALL -THREAD W/ 2" ROUND m s " DBL STUD SUPPORTING BEAMS. EACH :BEAM TO w O WASHER AND 7 EMBEDMENT FASTEN STUD GROUPS TOGETHER z ? LU TA24. W/ 2 ROWS 10d 8" O.C. STAGGGERED — ° STUD GROUP W/ HTS20 OR MS O @ WALL END STUDS TO TRUSSIWALL e TYPICAL BOX COLUMN DETAIL FRAMING BELOW W/ (2) CS18 W/ MIN (9) W * * ACTUAL BEAM ORIENTATIONS MAY VARY 10d EACH END OF STRAP, TYP (2) PLACES . „ LE Y BE USED ON COLUMNS 8 OR GREATER (DETAIL MAY ) a EL NOTE: PER THE FBC 5#h EDITION (2014) 230 .a ON AGAINST DECAY V. 11 PROTECTION NATION VIEW Z AND TERMITES THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED (TYPICAL Ff)R EACH GARAGE RETURN). U) ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: ®' STRU TURAL NGINEERING _ WITH A MIN 6" HORIZONTAL OPT #1 BOX COLUMN SHOWN IS TO BE INSTALLED ° FASTEN SHEA7'Hi TO FRAMING MEMBERS W/ 8d � SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR $" COMMON@ 3" O. AS SHOWN F" VERTICAL SEPARATION FROM GRADE. KING STUDS TO TRUSS/WALL FRAMING BELOW ®FASTEN SHEAT41i40 W/COM ON 8 d M GRID PATTERN f W/ CS18 W/ MIN (9) 1 O EACH END OF STRAP, TYP 3 O.G. EACH ,A]AY, AS SHOWN Lie �drfiIr SWB1 SPECIAL SHEARWALL DETAIL e ., - I SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED (2, PLACES * FASTEN REMAININGSHEATHING W/ 8d COMMON @ 3 Q OPT #2 BOX COLUMN S O SHEATH ONLY ONE FACE OF WALL *,'` E....• 'vq °� [: �# 70 OPT #1 AND MUST BE FRAMED AND SEPARATION ACCORDING O.C. EDGE, 12 O.� FIELD U) s Q` .. ° •,,, R _ ® G E 1,1 Q ,► \ �• � �'" SHEATHED WITH PRESERVATIVE -TREATED MATERIAL, UNLESS NOTED OTHERWISE ON PLAN. .: 0 71 57 GARACEGR I AL FRAME DETAIL p 4 z ✓ � , S OF IC/ At -zl LU''s cj� • O ...... !— ,e®'S/O E % OFFICE COPY W Derek B. Murray, P.E. Q P.E. No. 71457 METAL CONNECTOR ENGINEERING 10-19-2017 P