743 SAILFISH DR - STRUCTURAL DRAWINGS DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX
ST-1......................STRUCTURAL SPECIFICATIONS
NOTES 3,4 ST-2......................FOUNDATION PLAN
-=---- USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL I ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN
Building Code m O STUCCO AND DIRECTLY MIN 1532'32116 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALL OR(%6"24/16 ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ST-3A....................1ST LEVEL ROOF FRAMING PLAN
Florida Building and Residential Codes,5 Edition(2014) O z ADHERED STONE r L _
- INSTALLED HORIZONTALLY)W. 8d COMMON:6"O.G.AT PANEL EDGES, 2"O.C. IN THE ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
SIMPSON
Code for Design Loads F (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL ED ES. SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
00
ANSI/ASCE 7-10
X � - �-_--� � � „ ST-5.......................TYPICAL WALL SECTION SHEET
ROOF LOADING...............................................C - 1.25 (8)/a x 1% SDS SCREWS (8)Ya x 1/ WS15-GC ST-G......................SECTIONS AND DETAILS
Cd= Q MIN'/,;;"24116 SPAN RATED OSE OR. PLYWOOD INSTALLED VERTICAL O T HORIZONTAL x,2,3 IN STUDY"0 x 4 Y" 1,2, WOOD SCREWS IPJ STUD CS18 (9) 10d COMMON CS20 (9) 10d COMMON ST-7......................SECTIONS AND DETAILS IF APPLICABLE
TOP CHORD LIVE LOAD..................................20 PSF U -� ALL OTHER VENEER AND FIELD(UNBLOCKED HOR'ZONTAL PANEL EDGES); DTT2Z EMBED EPDXY OR DTB-TZ Y,0 x 4Y2"EMBED EPDXY EACH END OF EACH END OF ( )
- � W/8d COMMON:6"O.C.4GEDGE...A+
TOP CHORD DEAD LOAD................................7 PSF (NO i E 8) 6"O.C.AT PANEL EDGES, 12"O.G. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP LEGEND
BOTTOM CHORD LIVE LOAD
^,--_ _ (18)0.162"x 2;/2"IN (18)0.162"x 2%"IN O
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 1%3 "32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 1.2 3 STUD/BEAM/TRUSS 1.2,3 STUD/BEAM/rRUSS (7)10d x 1 Y" (7)1 O x 1)/2" OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL O
ATTICS WITHOUT STORAGE.......................10 PSF YON TILE ROOF PERPENDICULAR TO SUPPORTS W/3d RING SHANK f�Alt_S: 4"'T.C.AT PANEL EDGES AND HTT4 5 HTT45 5 MTS12 MTW12 CV
U z = NOTE 7' /a"0 x 6"EMBED ANCHOR / 0 x 6"EMBED ANCHOR EACH END EACH END ALTERNATIVE FOR THE APPLICATION SHOWN LO
NON-CONCURRENT w - ( 3
( ) o r � 8"O.C. IN THE FIELD -�_-- IN CONCRETE IN CONCRETE_ UNC, UNLESS NOTED OTHERWISE ON PLAN OR DETAIL r.
BOTTOM CHCRD DEAD LOAD........................5 PSF w -_----SB O---
`t I-- MIN%5"24!16 SPAN RATED OSB OR PLYWOOD INSTALLED bUiTH Lt�NG DIMENSION (26)0.162"x 2%"IN (26)0.162"x 2%"IN EOR ENGINEER OF RECORD 00
O w O SHINGLE AND METAL ROOF + r EW EACH WAY
O 2 z PERPENDICULAR TO SUPPORTS VV/8d,SING SHANK N&L.� 6"O.C.AT PANEL EDGES, 12' 1,2,3 STUD/BEAM/TRUSS 1 2,3 STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON �
WIND LOADING.................................................Cd=1.60 (NOTE 9) O.C. IN THE FIELD HTT5 HTT45 MST.A24 MSTA24
5 OSB ORIENTED STRAND BOARD
ASCE 7-10,3S GUST................................... ....130 MPH --- ------- -- - --- - --"------- %a 0 x 6"EMBED ANCHOR / 0 x 6"EMBED ANCHOR EACH END EACH END
BASIC WIND SPEED FLOOR DECK SHE1,,THING �j "T&G OSB OR PLYWOOD X11,,1'10d COMMON: O.0 AT PANEL EDGES- 12"O.C. IN THE IN CONCRETE IN CONCRETE WSP WOOD STRUCTURAL PANEL O -
(NOTE 5) FIELD. ( )Ya"x 3"SDS SCREWS (24)3"WS IN STUD SYP SOUTHERN YELLOW PINE It
'
EXPOSURE CATEGORY.................................. g _______. __ _ ___ .� �. -._- 20 IN STUD GROUP GROUP (13)10d COMMON SPF SPRUCE-PINE-FUR Cy LL
BUILDING CATEGORY..................................... II MIN%a'OSB OR PL YWOOD OR CDX INSTALLED PERPENDICULAR TO SU PORTS W'8d HDQ8-SDS3 - PHD8 MSTA36 MSTA36 113)10d COMMON CONT CONTINUOUS N
ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.G.AT PANEL EDGES, '!2"C.0 Itti Ti 1E FIELD. Z"0 x 12"EMBED ANCHOR ' 0 x 12"EMBED ANCHOR EACH END EACH END O.C. ON CENTER C%4
INTERNAL PRESSURE COEFF........................0.18 - -�-'-"`-�-�`-----'"�-.�"'--'�"__-`-" IN CONCRETE IN CONCRETE
MIN "OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8 COMMON: 3" (38) 16d SINKERS INTO {38) 16d SINKERS INTO (11 10d x 1Y"IN 11 1Od x 1Y"IN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO.
C&C DESIGN PRESSURES........... ) ( ) (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM LL
J
(SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS:
O.0 AT PANEL EDGES,6"O.G. IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES), STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER LVL ?_.OE MiCROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE O
(NOTE 8) - STHD14 WET EMBED IN STAD14 WET EMBED IN HTS20 HTW20 (11) 10d x 1/ IN PSL 2.0E PAP,RALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, LINO. J
12"O.C. IN FIELD(BLOCKED HORIZONTAL.PANEL CLOVES).
FLOOR LOADING..............................................Cd= 1.00 - = - _ _ __ _- (11) 10d x 1Y..IN
NOTES: CONCRETE CONCRETE STUD STUD _ N
Nd
TOP CHORD LIVE LOAD..................................40 PSF SYS 42 PROPERLY RATED OPEN WEB HEADER > 0
TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN % "CATEGORY(32/16 SPAN R.=STING), USE 10d RING SHANK NAI_S IN LIEU OF 8d RING (10)10d x 1 Y2"NAILS IN (10)16d COMMON NAILS (5)8d x 1%"IN (5)8d x1%"IN U
SHANK NAILS. M.148"x 3'' LONG). 2 STUD 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS Z
0
BOTTOM CHORD LIVE LOAD..........................0PSP LTT2G8 , , LTS19 1 „ INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 0
BOTTOM CHORD DEAD AD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZEC BOX NAILS /' 0x6"EMBED EPDXY' 3 0x6"EMBED EPDXY HA8 (5)8d x 1Y"IN TOP RT7AT (5)8d x 1 Y"IN TOP
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL.PANEL. OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Y
SPECIAL FLOOR(GAME ROOM)LOADING....0 - 1.00 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO TF-IE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (5)1 O x1 Y"IN
(5)10d x1 Y2"IN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
Cd- CURREN''APPROVED APA.MANF.SPECIFICATIONS. (12)16d COMMON NAILS (12)16d COMMON NAILS TRUSS TRUSS
TOP CHORD LIVE LOAD..................................60 PSF ABU44 PAU44 H8 RT8A BOTTOM PLATE ANCHORAGE IS Y"ANCHOR @ 8'-0"O.C.(UNO ON FRAMING PLAN OR SW
5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP %"0 x 7"EMBED EPDXY %"0 x 7"EMBED EPDXY 5 10d x 1 Y"IN � "
TOP CHORD DEAD LOAD....................... ........10 PSF ( ) (5) 10d x 1/ IN SPECIFICATIONS)
REDUCE SQUEAKING,.3d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED TOP PLATE TOP PLATE p
BOTTOM CHORD LIVE LOAD................. .........0 PSF 6. 1532'32/16 SPAN RATED OSB OR PLYWOOD WiTH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL (12)16d COMMON NAILS (12) 16d COMMON NAILS (9)10d x1 Y"IPJ (8)8d x1/2"' IN STRUCTURAL WOOD BEAM '�
BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN 0370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD_SHOULD BUILDER SPECIFICATIONS ALLOW, 5 1 5 w
MAXIMUM FLOOR TRUSS SPACING..............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE',.F'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER ABU65 (1(12'" x 7"EMBEDEMBED AT GARAGE (1D EPDXY PAU66 (1 0 x 7"EMBED EPDXY
EMBED AT GARAGE Y STUD STUD TSP LFTA6 �
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. (6)10d x 1 Y"IN I (8)8d x 1%"IN
DOOR RETURNS) DOOR RETURNS) PLATE PLATE FOUNDATION KEYNOTE CALLOUT :DDEFLECTION CRITERIA
7. %2'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD HU48, HD48, (6)10d COMMON (6) 10d x 1 Y"IN
ROOF TRUSSES..............................................LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 12',APA RATED OSB OR EQUAL MAY BE USED TO S 1PPORT TILE ROOF. (14)16d COMMON IN (14)16d COMMON IN
HUC48, HD481F, IN TOP PLATE TOP PLATE
TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. HEADER HEADER D5P RSPT6-2 STUD COLUMN KEYNOTE CALLOUT 0
HU28-2, HD28-2, (8) 10d COMMON g 1 _
6 10d COMMON IN BEAM (6)10d COMMON IN BEAM ( ) Od x 1 Y"
TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS-THAN SIN LENGTH. HUC28-2 O HD28-21F IN STUD/HEADER STUD/HEADER
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE:ROOF. SHOULD HU410, (18)16d COMMON IN HD410, (18)16d COMMON IN (26)16d SINKER IN NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. U
ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL (28)16d SINKER IN
OPEN WEB FLOOR TRESSES/BEAMS..........LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFloxnON S. HUC410, HEADER HD4101F, HEADER WALL FRAMING WALL FRAMING Y
LGT3 LUGT3 NUMBER OF STUDS BELON!BEAM/GIRDER TRUSS.STUDS Q
TL/240 HU2.10-2, (10)10d COMMON IN HD210-2, (10)10d COMMON IN (12)SDS Ya"x 2 (12)WS25 Ya"x 2 l" TO MATCH WALL FRAMING SIZE AND GRADE, LINO.
TL MAX Y4" TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING IN .C. HUC210-2 BEAM HD210-21F BEAM IN TRUSS IN TRUSS 2 2STUDS w D'
WOOD IJOISTS...............................................LL/480 NOTES 1 2 's (4)Y"x 1 Y"SDS SCREWS (4)Y4"x 1Y"WS15 SCREWS o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN O
_ IN TRUSS/RAFTER IN TRUSS/RAFTER 2 ANCHOR t- -
TL/240 STUCCO FINISH-U260 -_vFLEXIBLE FINISH-L/120 HGA1 OKT (4)Y4'x 3"SDS SCREWS IN HGA10 (4)Y4'x 3"WS3 SCREWS IN SDWC14500,SDWC15600 NO USP EQUIVALENT O
TL MAX Y" BEARING CONDITION WALL HEIGHT WALL HEIG T TOP PLATE TOP PLATE BOTTOM OF STUD COLUMN CONNECTION
&STUD TYPE •IST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN U)
NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT -9 FT 10 FT 11 FT 12 FT •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL LO
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER i DIA.&EMBED SPECIFIED WEDGE DIA.&EMBED SPECIFIED COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. IT x ❑ z 2 0
} 2x4 SPF STUD 1618 12 -�� � 16 16 ; _16* 12 TITIN HD GN PLAN BOLT+ ON PLAN "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN r- Wa L3 o Q Z M a m
FBC 1605.3.1.1. w w Q Z
z 2x4 NO.2 SPF 16 16 I 1d* 18 16 16 16 12 Q ❑ - 0
z NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE w o I U Y H ❑ w _❑
TABLE 1 : COMPONENT AND
U.
(212x4 NO.2 SIR 16 _16-� 10 --' 16 16 16 16-�16 16 16 NOTES: � m ❑ 0 ? � Z 0 W p W v N �
1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON%"x12"TITEN HD OR USP WEDGE HEADER S i RAPPING KEYNOTE CALLOUT ~ J a o z J J m J Z Z ❑
CLADDING DESIGN PRESSURES O 2x6 SPF STUD 16 i6 1F 16 16 16 16 I 16 16 16 Q w w - 0 m Q m Q ❑ w w
--� ' _ BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS.
-�- "-'t-- NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W w a ❑ N w w ❑ m N - C
2x6 NC.2 SPF 16 1 16 16 16 I 16 16 1 16 ! 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. Z ❑ w w J w N - o
---1-- L---1- 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH ❑ ❑ m a z m � m z � o
WINDOWS AND DOORS 2x4 SPF STUD 16-T 12 N r` 16 12 -- - EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD (n Z a o Q 2 W W N W w
_ _ 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1 DTT2Z w Q w F m 0 N ❑ w
ZONE DESIGNATION 2 4 N0.2 SPF 16 16 16* - -- 16 16 12 12 -
o ._i KINGMACK GROUP BOTTOM CONNECTION Z w m 0 = I w z
EFFECTIVE z _�_ -- - - t--- 5. POSITIVE PLACEMENT GUN NAILS,2)/2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST .1ST LEVEL STUD CROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP - F = 0 c o a m Z w w
WIND AREA IZ-Interior Zone s EZ-End Zone sr ¢ O 2x4 NO. F 16 16 i6 16 16 16 1n- 16 16 16 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD D w a Z m w - o x J m
(p fl (P w (2) _ I BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. " Y Q H Z w ❑ z IL a- ❑ 2 D O
O �.
0-20 fe +18.24 -19.79 +18.24 -24.42 O U_ 2x6 SPF STUD 16 1 16 16 16 16 16 16 16 16 16 GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. m m w Z 0 o Z w ❑ ❑ Q w
-----�-__ --� -- TABLE 8: SPECIFIED SW WALLS NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP W Z Z < X� 9 0 � 0 N o '` O Z
21 -50 ftz +17.36 -18.91 +17.36 -22.67 2x6 NO.2 SPF 16 18 I 16- �16 16 - 16 18 16 16 16
W m - ow � zQpwln- X [7
--- ;. - NOTES 1,2,3,4 ,
51 -100 fe +16.31 -17.86 +16.31 -20.56 NOTES: I ���� w w w z x 2I- R D m '` z
1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO�,TUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON `�' ji�LA13ER FRAMING KEYNOTE CALLOUT Z Z I } Z Q 0 � ? a n o [m7 G w Z
101 -200 fe +15.50 -17.05 +15.50 -18.94 PLAN. WWI :' 0
2. IF STUD$PACING NOT'LIST STUD SIZE AND GF'rADE iS NOT APPLICABLE AT THAT WALL-HEIGHT. (2)2x10-1 /2 UMBER OF KING STUDS EACH SIDE OF OPENING Z Z 0 o Q m Z - Z 3 F= 1-
E� END STUD GROUPS w w Z J I m w 0 w Q o
VINYL SOFFIT MAX PRESSURE(psf) +17.4 -23.2 3. (*)STUD SPACING IN TABLE DcftNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN ALL END ZONES TO BE - UMBER OF JACK STUDS EACH SIDE OF OPENING G• w - 0 ❑ w m Ll
� w a � � w Q E
FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYf AAP LOCATOR BELOW TABLE 1 FOR 4'END ZONE LOCATIONS. SW TYPE NUMBER OF STUDS O H z n Q �F- � � 0 2 O � W 1-
DOUBLED, �
GARAGE DOOR PRESSURE SEE FRAMING PLAN 4. ALL NON-BEARING WALLS MAYBE FRAMED W/2•,c_STUDS A.r MAX 24"O.C. S OF HEADER(ALL HEADERS TO BE N0.2 SYP}OR WSP D Q
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN sw1,sW2,sw3 2 - o ❑ w Z Q J = z ❑
NUTEBLE SW4 3 3Np NQ ❑ml- - ❑ w
--' PRESSURE TREATED ED -UMBER NUMBER OF PLIES IN HEADER z
1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP
-- -�� DIAMETER LENGTH] O SHEET NO.:
REQUIREMENT. ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT ST-1
8d COMMON- 0.131" 2-Y22" - v- -- (2)9 1/2"LSL-1/2
8d RINGSHANK - 0.113" 2-%" I y- PRESRMWIVE;v--�_--FASTENER TYPE -N�JMBER OF KING STUDS EACH SIDE OF OPENING
0.148" 1--%" ' A•C7A STANDARD CARBON STEEL END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ i NUMBER OF JACK STUDS EACH SIDE OF OPENING STRUCTURAL
END ZONE KEY MAP 10d x 1 /2 i _ ++�_ _ MIN 36"BLOCK W/(20)10d TO END STUD l- HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL,OR SYS42) o°- SPECIFICATIONS
END ZONES SHALL BE TAKEN 10d 0.131" 3" !j O - � �` STAINLESS CONNECTORS AND �� DEPTH OF HEADER
END ZONE. - II SODIUM BORATE{NOTE 1) FASTENERS REQUIRED.
AS THE 1ST 4.0'PER IRC FIGURE R301.2(7) 10d COMMON 0.148" 3"
.��._.� O JOB NO.:
0 148" 3-Y�" -� �I -- CONNECTORS MUST HAVE END STUDS CONNECTION(NOTES 5,6,7) -NUMBER OF PLIES IN HEADER(1 3/4"WIDE LINO) v AT7208
1�d COA�MONZ-MAX,G120 OR TRIPLE ZINC , HEADED FQ, 1/I I NG Q
16d SINKER 0.148" 3->4'_ - I ALL OTHER PT I COATED FINISH. SW TYPE 1ST LEVEL 2ND LEVEL � SUBDIVISION:
16d COMMON '} G.162' s Y" _J (INC,LUDING ACQ& MCQ) HOLD DOWN STRAPPING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8"O.C.
I �j I ALL FASTENERS MUST BE HOT
!! SW1 DTT2Z MSTA36/CS18 STAGGERED. , O 743 Sailfish
NOTES: !_ -_ __ _-___�
DIPPED GALVANIZED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: J Jacksonville Florida
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. -`- SW2 HTT4 (2)MSTA36/CS18 Q
NOTES' -SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2.
n t' - gW3 HTTS (3)MSTA36/CS18 .ATTACH TO ALL FLAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN AS-.FM CONCRETE OVER VAPOR BARRIER ARE OT DIRECTLY SW4 HDQ8 (4)MSTA36/CS18 COMMON @ 3"O LOT NO.:
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND F AVE BEEN PROVEN •EITHER TOP OR B TT OM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING Z_ - -
BEFORE APPLICATION OF PROTECTIVE .COATING. TO BE NON-CORROSIVE TO CARBON STE-_L FASTENERS. MUST BE EDGE N ED TO CONTINUOUS PLY OF PLATE
BOTTOM PLATE ANCHOR SPADING(NOTE 7) •N0.2 S'PF H[ADR' iLL INSTALLED ABOE OPENING W/(1)CRIPPLE STUD AT EACH END a O FLOOR PLAN:
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF •WALL SHEA•TH!NC` BOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. SW TYPE MAX ANCHOR SPACING SECTION SHEET) OM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING J Custom
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SW1 4$"O.G. 3. FASTEN ALL MULTI-P HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.,STAGGERED ALONG EACH EDGE.o 0
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS. V z DESIGNED:
- r SW2, SW3,SW4 24"O.C. 5. IF HEADER NOT SPE FIED,CONTACT ENGINEER OF RECORD.
CONCRETE AND FOUNDATION NO�I ES w v AKR/BDP
6. IJNO ON PLAN,MIN(1; SDWC15600 TOP PLT TO KING STUD AND(1)SDWC15450 KING STUD TO BOTTOM PLATE V W
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO)
CONNECTION REQUt D EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT FIRST REVIEWED:
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO).
3. ALL REINFORCING STEEL#SAND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). FLOOR HEADER WH A 2ND LEVEL FLOOR SYSTEM IS ABOVE.
7. TOP PLATE
TO DPER ONE OF THE FOLLOWING LLI
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE NOTES: OPENI GS 3 FT OR ASS OR AT FIT FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM UIS ABOVE:
LLAKR
�
INSTALLED AT ALL REENTRANT CORNERS. Q
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/ .INCH TO 2 INCHES IN LENGTH. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE S •TOP P1ATE TO H W/SDWC15600 @MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5 O REVISIONS DATE
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE NIANUFACTURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF •SPH w/(12) 10d x 1 f'@ 16"O.C.OR
4.0 FTF:�� 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. •DSP w/(14)10d x 1- "@ 16"O.C.OR W
}
1ST FLOOR (�.p) END ZONE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. •FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED EOR). 1 m
DESIGNATION NDOW AND DOOR OPENINGS WITHIN THE
6• MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3 EXTRE E END OFD SIGNATED WALL OR OSW SHEAR WALLS INDICATED ON PLAN WITHR ION THEREOF S NOTED ONS RUCTURAL PLANRWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT TABLE 9: P NK-ORIENTED HEADER REQU I REM ENT _ .J z
7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACI OF 2,000 psf IN
ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AJD COHESIVE SOILS. 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL",LOCATED ON THE DETAIL SHEET. NOTE 6(APPLICABLE ALL) p• 02 -- � Z
COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. iT IS TH=OWNER'S OR CONTRACTOR'S 5. 2ND LEVEL"SW"SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: W _O G >?
• HOLD DOWN WITH FULL-HEIGHT-!"DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. CONTINUOUS R GH OPENING WIDTH STUCCO FINISH-U360 FLEXIBLE FINISH-U180 LU w Z O
RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITH HOLD MAXIMUM 11' MAXIMUM 11' 00 d
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS •
DOWN (N ES 1,2) PLATE HEIGHT PLATE HEIGHT V w
EA
LAPPED 6"AND SEALED OVER CLN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREAT ENT FOR PREVENTION OF _ _. p Q
6. DESIGNATED"SW"SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, LINO.
SUBTERRANEAN TERMITES. u) GREATER THAN "UP TO 75"(NOTE 3) (2)2x4 (2)2x4 Z M Z Q
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. 3: _ Q O Q Z
RECORD IF THIS CONDITION EXISTS. Z GREATER TI. N 75"UP TO 111" (2)2x6* (3)2x4 N w U)
PEX
10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE
PLACEMENT. CONTACT EOR FRAMING NOTES a '= z
FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. GREAT THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN ti! O
11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM I HE 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. u• Q STRUCTURAL ENGINEERING
GREATER THAN i"UP TO 75"(NOTE 3) (2)2x4
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN (2)2x4 IL Q m U
ALONE,CONTACT THE ENGINEER OF RECORD. A HOLE AS SPECIFIED BY MANF(TYPICALLY 16'TO e"GREATER THAN SPECIFIED ANCHOR DIAMETER).ADHESIVE/EPDXY 00 GREATER T N 75"UP TO 111" (2)M. (3)2x4 W
r� MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE.MANUFACTURER'S SPECIFICATIONS MUST BE GR EA R THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN NV N W W ',,���i����,,
PRE-ENGINEERED TRUSSES & I-JOISTS 1 S FOLLOWED FOR PROPER INSTALLATION. tC Q K R(/
%% •....,•S' i
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECT URA PLANS SHALL BE DESIGNED UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY,UNO.ALL WATERPROOFING AND FIRE SAFETY 1. FOR OPENING WI S GREATER THAN OR EQUAL TO 48",FASTEN PLANK HDR TO STUD GROUP MIN(6)10d r. �•` Op.•'G E N 'S.`c�
SUPERVISION OFA REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHA_L BE PREPARED IN ACCORDANCE WITH SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. TOE-NAILS AT EA END. (r � } `�. P,• �,\ S� .•� i�
ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN 2. WINDOWS WITH I RMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. O o 77693
ST-1 OF THE PLAN SET. -i'EMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HALL BE LEFT IN PLACE F.F'TER FLORIDA BUILDING CODE TABLE 2304.9.1. 3. FOR OPENING W S LESS THAN 48",A SINGLE 2x_PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH(3)10d J *;• •;
CONSTRUCTION IS COMPLETE. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. TOE-NAILS AT EA END. 0
2. TRUSSES OR I-JOISTS SHALL BE DESIGNED-rO WATCH T! ORIENTATION, SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. 4. FOR PLATE HEIGH ABOVE 11%SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. Z ��• 7
CONVENTION OF THE LAYOUT SHOWN HERE. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 5. (*)HFJADERS DISI TED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. _ STATE OF
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 6. IN SITUATIONS
'J
RE PLATE HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING W A,
WITH
O R�O
WITH THE TRUSS SHOP DRAWINGS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. DEPTH ACEQUAT OR PLANK ORIENTED HEADER TO BE INSTALLED,GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT %�
4. TRUSS UPLIFT'S HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATIONDURING THE DESIGN OF THE UPLIFT 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM OF PLANE WIND L DS. ANY SHIM MATERIAL BETWEEN`fOP OF OPENING&BOTTOM OF HEADER SHALL BE FASTENED ~ �
RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. TO BOTTOM OF H DER WITH(2)ROWS 0.131"0 X %"EMBED INTO HEADER @ 8"O.C.STAGGERED. W
5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTIO14 SHEET.
a Adam K.Russell, P.E.
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPIC TED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. METAL CONNECTOR ENGINEERING Q P.E.No.-2001717
05-16-
FRAMING KEYNOTES
(METAL CONNECTOR)
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
INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET.
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: —�
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS O
BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. O
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR �
DECK TO SW DBL TOP PLATE W/10d 3"O.C.
4. PORCH BEAM FRAMING NOTES O
14,
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV
4x4 SYP PT POST,
NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL,
-- ` -- `
TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE.
NOTE 4 (2)TOTAL NOTE 4 N
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV M N
i
(2)2x8 (2)2x8
PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24.
i (2)2x6-1/1 � I � (2)2x8-112 _I >
LL
2 2 STUDSLLO w C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV Q
j I j p PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR w N
2 ANCHOR of PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, J Y
j MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR U
MSTA24. Z 0
O
D. BEAM ATTACHED TO EXISTING FRAMING Y
ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS U
---� ; W/SIMPSON HUC BANGER MATCHING PORCH BEAM DIMENSIONS. Q
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL (V
WALL SECTION SHEET.
O
d'
—_ IL/ w
6. HIGH UPLIFT CONNECTION:
I (2)2x6-1/2 •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C.OR(2)SDWC15600
I
WSP HDR-0/2 @ 24"O.C. U)
•ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL
WSP HDR-0/2 (2)2x10-1/2 ~ iiiiiiiiiiiiiiiij
STUD"@ MAX 32"O.C.
FF: /
• 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C.OR O
I •TOP PLATE TO DR W/DWC15600 @ MAX 16"O.C. U
Y
7. PLANK-ORIENTED HEADER FRAMING Q
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 Z
DETAIL SHEET. 0
B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH �
_ HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING.
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY.
j (2)2x4-1/2 U)
i STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT LO
I OF PLANE WIND LOAD. ti w
z Eo
Et 4 • ❑
Q � m ° ❑ Wwcz
WSP HDR-0/2 � \ iI- - - -- - -- .- _- __. - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - Do ❑ � Fz ❑ moww0Ir
Lo
r- D. W ❑ J J Z
4F- Ww - OQ7Q � QDWLL
❑
Z W W ❑ W w w W � U] W 0 0
0 a W 0
D ❑ ma z � tw >- wz � °
W 4 w 13 w F I 2 w 0 Z U
WSP HDR-D12 i < I ! %% \\ L j Z aF.
= Z � zW0ZLLXQ2QW
� ' WSP HDR-O/2 j 0wwa � � ❑ ❑ W � � Q �
{ I I I I m M4ML] Lj wWZN ❑ w
(2)2x6-1/1 W � z Q W 1-- -
<Q : W W M O
---- w WE U4 � WD
Z wwQWa � � o ° � zuiWW '
ZI >- z< 0 - - 1U ❑ 0 < wZ
® ( I 0 L9OLOZ } L, N_ w110 1ZZ_ I
} I —-- -------------------------�.-- ---- w W W o 4 m W ]a (n W 4 F 4
w ? 0 wC71- u] � � � UU
p l � Izp � YwzwoDWF �
❑ w 4i Q � 0 F • 2 0 ❑
0 � L,I- ? 3NO UM < o ] F ? UU
� L L.
2 2 STUDS w0 ww Z SHEET NO.:
2 ANCHOR O ST-3
f-
w STRUCTURAL
FRAMING PLAN
0 JOB NO.:
Q AT7208
(2)2x8- (2)2x8-1/2 SUBDIVISION:
O 743 Sailfish
J
NOTE 4 U- Jacksonville, Florida
Q
LOT NO.:
(2)2x8 _Z
SEE"TYPICAL PORCH >-
SHEATHING DETAIL." O FLOOR PLAN:
Custom
GABLE TRUSS 4x4 NO.2 SYP Z DESIGNED:
(3)2x12-2/3 ——— PT POST W AKR/BDP
_--- C F- REVIEWED:
_——— GARAGE DOOR DESIGN L— ——J W AKR
WIND LOAD(PSF): a
+15.43.`-17.43
Q REVISIONS DATE
eGSIM-BOTTOM PLT \—,§SIM-BOTTOM PLTANCHORS @ 24"O C. ANCHORS @ 24"O.C.
m
W
Z
O
w
Q
Z
) APEXO
STRUCTURAL ENGINEERING
{ F-
LL
'. ,,,��irl�L a►����i
Q. � K R
SF .
® `�.��P�••�\G E NSF••<<
U }
0 77693
W 0 *:• :* =
{ V Z * ..
LL = 0: E OF :�<v
11 w 1 l i 0 w -�'����`%.4 O R 1 P'NN
FIRST LEVEL STRUCTURAL FRAMING FLAN 1 /4 _ 1 O x ���ss`4NA,��.•���
a Adam K. Russell, P.E.
METAL CONNECTOR ENGINEERING P.E. No.77633
05-16-2017
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE-MANUFACTURED SHEAR PANEL
•INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING
PLAN
•SHEAR PANEL TO SW DBL TOP PLT W/10d @ 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"ELEVA T ION 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. �
•ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM O
CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. p
N
V7
--- 28'3"---- -------- j- 199 1111 -� 3. LEDGER FRAMING NOTES:
I •FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY N
SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"O.C. OR
,[" r- N ct' tY? N •-- Ca
0*) 00 r__ CID LO d' M r- N (N co Irt LO (0 ti 00 0') O N N r � SPACING) a
��O O O C14 FN- H � H H H H H H H C) (D N C) O O ,0 •ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 7
_ _ _ LOCATIONS ON PLAN
Iq LL_
•SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION N
AGAINST CORROSION 04
— - i - _ •IN ACCORLIANCE W/FRC 507.2.1, EXTERIOR DECK LEDGERS M
:I li I i SHALL BE SECURE rO WALL FRAMING WITH WOOD SCREWS J '�
AS INDICATED ABOVE. COMMOi`!NAILS AT FLOOR FRAMING w �
LEDGERS ARE FOR INTERIOR USE ONLY. LLI O
J01 it ;I !� I I� I ;i J01 _j Y
-j v
ROOF FRAMING LEDGER:
1 II �I �� I � �' �
\ :! I I! I i it 2x6....................(4) 12d COMMON
02 2x8....................(6) 12d COMMON ZJ0
J02
-7
i !
2x10..................(8) 12d COMMON Y
I
2x12..................(10)12d COMMON
! i H J03 Q
J03 — - II it I! I �' Ii !I I FLOOR FRAMING LEDGER(W/NAILS):
I ! �
PT 2x6................(3)16d COMMON nj
PT 2x8................(5)16d COMMON O
J03 J03 PT 2x10..............(7)16d COMMON
�!
W
PT 2x12..............(9)16d COMMON �
I I
! !I FLOOR FRAMING LEDGER(W/SCREWS):
J03i! j J03 PT 2x6................ a '/4'x 4-%"LONG#14 WOOD SCREWS
PT 2x8................(5)'/4'x 4-'/s"LONG#14 WOOD SCREWS �
I j I PT 2x10..............(7)%a"x 4-Y2"LONG#14 WOOD SCREWS Z)
I l
- I !;
J03 �� I \ �I I ,; J03 PT 2x12..............(9) /4 x 4-%2'LONG#14 WOOD SCREWS O
I I I' I ! U
q 26' 6 x
4. OVERFRAMING NOTES
iJ03 •ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. Q
J03 - ii ; ii - , II ;! •ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN.
•FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)166 Z
COMMONS MIN. 0
J03 iiI •EACH RAFTER TO"SLEEPER"W/S!MPSON 113 UPLIFT
I ij ,; � ;I � I, II •�- i I - CONNECTOR. �
!' \ I rn •,-ILL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. Cn
--� " •FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO L } a
I! I ! Ij RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. ti W ° z 20
i
J03 — ---� ;, jl I ii it II 'I I� J03 I a L3 o Q Z ui
�� Q ❑ w w ❑ w w Q z
RAFTER SPAN SCHEDULE !� ° = w U ° w ❑
---- '
it
J03 o.c. 'r' ° o� - !- z ❑ J ° wU ,n �
z v ° � -
/ J03 SPACING LUMBER SIZE ~ Q a ° z o m Q M Q n w LLo
O F- a: ° E I- ❑ Lj I
2x6 2x8 2x10 2x12 ww ❑ wwwwwNN -
°
J03 ---- ii i� .j I ,I — Z ° om11 F- mt: > Z � o
J03 12" 14'-5" 18'-3" 21'-8" 25'-6" ° a } w � w � m w
a wLn a] ❑ zw
i ! j j I 16" 12'-6" 15'-10" 18'-9" 22'-1" w Q W 1- Q p w F 2 w u] 0 u7 U
{I I; Z Q [ � �' J � � � � � zwQLL
! i• I) l i l i I J 0 3 24" 1 U'-2" 12'-11" 15'-4" 18'-0" Q t- Q o w ❑ a o ❑
J02 I i; l F- z w ? '� X ° �
20 L.L./15 D.L.#2 SYP ° wwaIa 0w � ° Qa
j I L- _�_ m a w ° 0 0 w
-- I a 0 Z z w
/ 1 �! -' ���+_ CEILING JOIST SPAN SCHEDULE W i - ° X w � z < ° 2 ° U
J01 i� �
�. --- — _ J03 O.C. w WMQ1rW2 � oLj � '� ' wW
ZZ w - Q0wN� a -
j I LUMBER SIZE Z w w a I- z m
�F- - =---_-----_=___-- SPACING z 2 >_ z Q 0 a ti ❑ [� Q w 0
T27 I
2x4 2x6 2x8 2x10 Z z ° o < mz - M< � � 3j1- _
J03 www m - M Q
= -- Q = az > zxaowa - 0 - Qw
! I ---- --- - - ti 12" 11'-10" 18'-8" 24'-7" 26'-0" w w ❑ [7 w tw7 F m E M w a n
_--
t- T26 16" 10'-9" 16'-11" 21'-7" 25'-7" I- F- I z H I- V � z w 0 w I- Ft
,� o o ; J02 - owa � Q � O � z ° oma
O 3NarnQ ❑ril- _ no
24" 9'-3" 13'-11" 17'-7" 20'-11" J z z
T25 -- --- --_ -_---- - 10 L.L./5 D.L.#2 SYP _
J01 Z SHEET NO.:
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY O ST-3A
T- /�
T26 ' - ---_- - -- - BUILDER IN ACCORDANCE WITH FRC R302.12. t7 Jfy
,— cr_ ROOF FRAMING
i
T26 - —___ _ --- - - N CL PLAN
O :OB NO.:
AT7208
T2E —_—__-_
TYPICAL ROOF DECK. SEE
I
SHEATHING SPECS, SHEET ST-1 � TOP PLATE TO JACK/K.ING GROUP:
2x NO 2 SYP BLOCKING TO FIT ,(1)SDWC15600 SCREW AT OPENINGS 6'OR LESS.
TRUSS OR RAFTER TO TOP PLATE Wi TIGHT BETWEEN TRUSSES, 36„<C<8, �`{2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8
SDWC15600 INSTALLED FROM BELOW I (3)10d TOE-NAIL @ EACH END, SEE PLAN OTHERWISE
BLOCKING MAY BE OMITTED C
PLATE AS SHOWN IN INSTALLATION#1 'v
BELOW. FOR HEEL HEIGHTS<9"
W H2.5A/T OR SDWC15600
WALL SHEATHING TO TOP PLATE=W/8d _ 'v JACKIKING CONNECTOR TO INSIDE
COMMON,SPACING PER TABLE 2 ST-1. GROUP Uj
%4'BETWEEN TOP OF WOOD PANEL W " FACE OF STUD
W _
AND CENTER OF FASTENERS.
[ o
TRUSS OR RAFTER TO TOP PLATE 2x6 NO 2 SYP BLOCKING A FIRST
TRUSS O TOP PLATE W/- (6)TRUSS BAYS FROM EAC �-
OPTIONS, ONO: [ [ M CORNER OF BUILDING. EAtH
SDWC15600 OR H2.5A/T TYPICAL TRUSS TYPICAL.TRUSS oNp
•H2.5A/T BLOCK TO HAVE(1)A35 TO OP TRUSS OVER HEADER: [
INSTALLE @ INSIDE FACE TO TOP PLATE TO TOP PLATE d'
•SDWC15600 OF P ATE AS SHOWN* CONNECTION
H2.5A/T OR SDWC15600 @ HEADER JACKWI VG \—PROPERLY WIND LOAD RATED SOFFIT MATERIAL ! TYPICAL CONNECTION PLATE. TOP?LATE C1 HEADER X
GROUP AND @ MAX 32"O.C., SDWC MAY BE CONTINUOUS @ PERIMETER. SEE TABLE 1:COMPONENT I 3 TOP PLATE TO STUD W/ EXTERIOR WALL SIMPSON SD.C. (SE 0 E MAX TYPICAL �
INSTALLED TO EITHER FACE OF STUD,SEE AND CLADDING DESiGN PRESSURES ON SHEET ST-1. -- � SDWC 15600 OR H2.5A/T TYPICAL TYPICAL IN O.C. (SEE HEADER EXTERIOR WALL N � LL
INSTALLATION DETAILS BELOW -_ EXTERIOR WALL EXTERIOR WALL FRAMING NOTES ON SHEET
GRADE SPF OR STUD SPACING PER TABLE 3:MAXIMUM I ! ST-1 FOR ALTERNATES) M N
2x4 OR 2x6 STUD v EXTERIOR WALL STUD SPACING. ROOF I j STUD ALIGNED DIRECTLY
BETTER @ MAX 16"O.C. PER I I
BEARING ONLY. BELOW TRUSS RAISED HEEL TRUSS C
PLAN I 'SEE!NSTALLATION#2 BELOW —
CANTILEVER TRUSS � HEADER FRAMING J �
— a LU O
TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF z
(SECTIONS AT ROOF ARE TYPICAL_FOR ONE AND TWO STORY APPLICATIONS)
0
_-___ —
O
U)
SEE TABLE 2:WOOD STRUCTURALPANEL Q
SHEATHING REQUIREMENTS FOR TYPICAL
STUD TO BOTTOM PLATE SHEATHlNGa SPECIFICATIONS _ BOTTOM
@ HEADER TYPICAL EXTERIORWALL
EXTERIOR OR W(A8d SOMMON cv 3'OO.C. PSE OPT.2x LEDGER,ATTACHIq
I JACK/KiNG GROUPS AND @ MAX 32"O.C.W/ - STUD TO BOTTM PLATE @ HEADER JACK.+KING I i iv WALL -
(2)SDWC15450 CR(1)SDWC15600,SDWC MAY GROUPS AND C MAX 32"O.C. W1 S0WC154501 I INTERIOR LOAD BEARING C
BE INSTALLED TO EITHER FACE OF STUD, SDW(_'MAY BE INSTALLED 10 EITHER FACE OF � € WALL TO FLOOR TRUSS TOP W
L1J
I SEE INSTALLATION DETAILS BELOW STUD, SEE INSTALLATION DETAILS BELOW � s SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C. j
RIMBOARD INSTALL(2)ROWS 8d (q
I BOTTOM PL/,TE TO TRUSS @ 24"U.C. E ALTERNATE SHEATHING COMMON NAILS ABOVE AND BELO
15 CONNECTOR: ALTERNATE STRAP
BOTTOM PLATE TO TRUSS @ 24"
W!SIMPSON St?S+IC x600 SHEATHING SPLICE. OFFSET ROW V
O.C.W/SDWC15450 BOTTOM PLATE TO RIBBON BOARD I
CONNECTOR:
�� 3 EXTERIOR WALL 1 (M 4"O.C.STAGGERED.
REDSPACE NAILS n �
I W/10d @ 6"O.:`. I 12'x MIN. 18 GAGE @
COVERING PER SPECS
METAL STRAP @ 48"
\ TO LAP UPPER AND GAP PER APA RECOMMENDATIONS' GABLE FLOOR ><Y
O.C.W/MIN(5)NAILS
LOWER LEVEL WALLS 12" CONTINUOUS 2x4 TRUSS BY OTHERS Q
AS SHOWN. MIN 5
EACH IN UPPER AND
I O RIBBON BaAlRG �
NAILS PER STUD LOWER STUDS/HEADER
I WALL SHEATHING TO BOTTOM PLATE W/ \
8d COMMON,SPACING PER TABLE 2,ST-1 75"THICK(MIN)USE/PLYWOOD RIM TO _ _ _ _ _ _ _ _ _ _ _ _ O
\ \ I II-
MATCH FLOOR DEPTH f-
� � \ --CONTINUOUS 2x4 RIBBON BOARD � 2x4 N0.2 SYP DIAGONAL BRACE @ 48" �
WALL SHEATHING TOP PLATE VV/ O.C. DIAGONAL BRACE TO FLOOR U)
N WOOD FLOOR-1AG TTRUSS OR DBL TOP PLATE W/(3)10d LO
8d COMMON 3"O.C. } �
WALL SHEATHING TO TOP PLATE W/8d I I TRUSSES BY OTHERS �' TOE-NAILS AT EACH END. It w m z I ❑
COMMON;SPACING PER TABLE 2,ST-I a. n o 4 z a It ui
ALTERNATE STRAP ( I `t UI Q 0 m w O J w w 4 z
TOP PLATE TO TRUSS @ HEADER 3 Q Win
TYPICAL EXTERIOR WALL to N o o z F Z U N O W CJJ N
JACK/KING GROUPS AND @ 24 O.C.W/ „ ti } 0 z w j - m J z z p
CONNECTOR. SEE ALTERNATE Y WSP RIM BOARD Q w w - 0 m 4 4 0 w ,L
"METAL FLAT SDWC15600 _ XTERIOR SHEATHING HING TO SPAN METAL FLAT STRAP 2ND LEVEL a � Ix o
2ND LEVEL STUD RTO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON TSDNC 5600 E TO TRUSS C 48 0.�.W/ CO TINUOUS ACROSS FLOOR SYSTEM STUD TO 1 ST LEVEL STUD SPLICE CONNECTION PARALLEL FLOOR TRUSS Z ° a w M o a ° U] In
1ST LEVEL STUD" ( GROUPS AND @ 48"O.C.W/SDWC15600,SDWC I W D 00 m a z w H w _1 m 0 Z ❑
DETAIL MAY BE INSTALLED TO EITHER FACE OF STUD, ALT 'RNATE FLOOR-TO-FLOOR UPLIFT W 4U) z a ° 4 0 w w N � 6 w w
SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3:MAXIMUM Z 4 w N 0 M �' H 2 w Z z Q �
*'2ND FLOOR WALL TO BEAM, I ❑ 4 a � w
2x4 OR 2x6 STUD GRADE EX7 ERIOR WALL STUD SPACING. ROOF FLOUR-TO- FLOOR UPLIFT CONNECTOR NOTES: (n Q I- z o w 0 z w a p 1 0 ❑
GIRDER OR HEADER UPLIFT TYPICAL EXTERIOR OR I- z w - X
SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDW 3 SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE 0 w w a = � 0 w _j 0 4 ff
F FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THRFADEDROD CONNECTOR PER CONNECTIONS NOT REQ'U @ INTERIOR LOAD BEARING WALL m L9 Q M o ❑ z W w z m p 4 I w
16"O.C, ONO. SEE PLAN
_ ADDEND JM EXTERIOR WALLS UNDER 4 w p F p - z
TYPICAL WALL SECTION FLOOR-TO-FLOOR UPLIFT CONNECTION NOT JACK AND GABLE TRUSSES, STUD TO BEAM OR TRUSS W D w� F z 4 F w N [7
NOTE 2. ALTERN TE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD TYPICAL, N *** � W w w z X < W m 4 M m w z
3. THREAD .D ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION INA G WITH SUPPLEMENTARY O.C.W/12'x 18 GA.METAL STRAP w 4 w F D m z ui w w
REQUIRED UNDER GABLE TRUSSES AND V'JI-IERE DESIGN 3Y APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN(5)NAILS EACH IN STUD (D 0- 1 >- z Q p IZ N W a ? N Z Z =
AND BEAM Z WWp4m � - �QFz3 � F- Q
COIVIIVION TRUSS SPAN IS 16-FEET OR LESS.
WOOD BEAM OR TRUSS L1J z 0 E9 W 9 - N � M W 0
GIRDER PER PLAN Q = Qz >- zz4owm - 0 � 4w
FZnQ �� � Mo1OWQZQ
•ANCHOR BOLT SEE OPTIONS)W/NUT AND 2" ---_� MIN 1/2"x10"L-HOOK MIN%"36 KSI • p w � ' 4 LO < 0 ' F- p L3
( 1 � � O � r,F ? 3cvam4or� l- ? mm
SQUARE WASHER: I �'ANCHOR BOLT THREADED ROD MIN Y"OX 6"TITEN HD G
•TWO STORY-STUD TO BOTTOM PLATE @JE
/
MIN Yz"OJx 6"TITcN HU MAGA TO TOP OF �� � J
•EACH SIDE OF OPENINGS a OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W!(6) � LL
HEADER JACK/KING GROUPS AND @ 48" .WITHIN 12"OF END OF PLATE SEGMENTS ADHESIVE(OR O SHEET NO.:
O.C.W/SDWC15450 / � DO NOT USE J-BOLT AT
•SINGLE STORY-STUD TO BOTTOM PLATE •MAX 48"O.C. OTHERWISE HOLD-DOWN TO TOP APPROVED
EQUAL)
10d x 1 Y"
2'DIA,x 2j"'MINOF
ST-5
corlNEcroRs 2ND FLOOR WALL TO BEAM/GIRDER OR HEADER
EMBEDMENT @ HEADER JACIVKING GROUPS AND @ PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE Q
APPROVED 32"O.C.W/(2)SDWC•15450 STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) W TYPICAL WALL
WEDGE ANCHOR •SDWC MAY BE INSTALLED TO EITHER FAC — WALL SHEATHING TO PT SILL PLATE WITH d
OR EQUAL @ 48" OF STUD,SEE INSTALLATION DETAILS8d COMMON, SPACING PER TABLE 2; ST-1 a° a ° MASA TO SIDE OF SECTION
a 8"EMBED AT STEMWALL ° BOTTOM PLATE W/(3) KING STUDS: EACH KING STUD 70 BEAM/HEADER BELOW WITH
O.C.MAX W/2" BELOW MSTA36 OR CS18 WITH JOB NO.:
1"BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC a ° a 10d x 1/" ( ) (18)10d. O
SQUARE WASHER SHEArRWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER U
U _y_ AND CENTER OF FASTENERS. d MONOLITHIC OR MONOLITHIC AT7208
s STEMWALL FOOTING FOOTING ONLY ° ° MASA SETY,2'TO THE BELOW PER SW SHEAR WALL SCHEDULE ON SHEET ST- Q
" MONOLITHIC OR
-a ° �- �„ ! STEMWALL FOOTING a INSIDE OF 81A6. "WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH. USE SIMPSON CS18 SUBDIVISION:
d MINIMUM- /MAX X"GAP BETWEEN I i ° °° vBOTTOM OF PANEL AND TOP OF SLAB. ! d' PER PLAN d ORPROVED ADHESIVE .E OXY ANCHOR < MIN. d a EXCLUSIVELY** O 743 Sailfish
40
a MIN411. J
MIN MONOLITHIC OR 3 1%" zi ° a - MONOLITHIC , EL
W. Jacksonville Florida
STEMWALL FTG PER ° Q '
/��� • 'A// // �� /��;% ,?< ° 1�a PLAN d ° FOOTING ONLY
ALTERNATE SECTIONS AT FLOOR
%2' DRILL & Y2 0 SCREW ANCHOR v LOT NO.:
%2' 0 SCREW ANCHOR ° --- Z_
° \ _—====— — ! 1 IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE °
\j 1 EXTERIOR SHIrATHING TO RESOLVE , Y2 J-BOLT ANCHOR a EPDXY ANCHOR MASA,ANCHOR- >-
FLOOR PLAN:
WALL UPLIFT AND SHEAR AT SILL �)
i ° Custom
II PLATE TYPICAL, UNC. J) �I-YPIC L BOTTOM PLATE ANCHOR OPTIONS
— — Z DESIGNED:
TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: 1:1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2Y"-2%" U AKR/BDP
(SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. ®. W
I— REVIEWED:
TYPICAL WALL SECTION NOTES:
NON-TYPICAL BOLT SPACING. REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1YPressur"NAIL PENETRATION INTO O x
n
1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"Q.C.STAGGERED 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"O.C. SP LIJ AKR
(ONO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR MUST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER s N • treated s a.
4. ALL BOL •ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER. SPECIFIED INSTALLATION DETAIL � � •; .' ,, U < REVISIONS DATE
2. ALL INTERIOR LOAD BEARING WALLS TO BE 2x-SPF @ MAX 16"O.C., UNO 5. INTERIOR BEARING NON-UPLIFT WALLS, IDENTIFIABLE BY CROSS HATCH WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND •'
3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES. DEFINED ON ST 1,ANCHORS WITHIN 12"OF PLATE ENDS NOT REQUIRED, WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). 30
4. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL.
ANCHOR MUST BE PROVIDED TO MEET OR EXCEED MAXIMUM ON 5 SDWC15450 at sill plate erection
5. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. / TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL ST BE
INSTALLED
10° 0°Finish:Black E-Coaf1m LL 00
6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK CENTER PACING�MINIMUM(2)ANCHORS PER PLATE SEGMENT. WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR PLYWOOD MUST BE INSTALLED Optimal 22Y° m
TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. O CI
Note:Sill plate anchor to foundation not shown for clarity. LU
Z
SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER SDWC STUD-TO-SILL PLATE CONNECTION
O
*'"NOTE TO FRAMER" OTE TO FRAMER" �
MAX(1)SDWC TO NARROW FACE OF MAX( SDWC TO NARROW FACE OF
EACH STUD,(2)SDWC TO NARROW FACE EACH SVD,(2)SDWC TO NARROW FACE Z
Optimal 221/2° OF STUD REQUIRES 2)STUDS OF JTUD REQUIRES 2 STUDS U)
Rafter or Truss �4~mdn4• V4•rrtn �4
10° (° - STRUCTURAL ENGINEERING
30°Ma Y"minimum
Y"Min 30° edge distance Optimal 22 Y°
SDWC15450 ~
for full values Splice may be in 30° 10° 0° C)
(with or without upper or lo'Ner MIN Y2' EDGE LL
® Do not install SDWC in `- a plate splice) plate DISTANCE Q ,��H�����►��,�
hatched area %,P�� K BUSS
SDWC15600 "Max 3"+/Y" :.`Q�.• ' ••ENS. ••••
Y2 ,
"Min Offset%"from O *•:• 77693J_
•':•
top plate splice
Overhan
Z _
1 3/a"Max SD C15600 for full values MIN Y2"EDGE
DISTANCE _ 5� STATE OF
Note:Sloped-roof rafters may be sloped up to and including a SDWC15600- Rafter to Top Plate shown SDWC15600 (1)SDWC (2)SDWC U %O
12:12 itch and must be"birdsmau`.h"cut. SDWC15600 W '.�` '•'c
SDWC15600 p SD`,NC15600--- Truss to Top Plate similar I- 'i F < O R O,••' ���
Note:Stud-to-Bottom Plate shown.All other installations similar. I.. SS, ... •• ����
ST/WDARDSDWCROOFTOWALZINSTALIATION '� QjTTZD,,RDSDWCROOFTOWALLWSTALLATIONRANGE 2 OPT.SD`JVCIRsSTALIATION--rRtJSS/RAFrERAL_K;NEDVVfEHSUD 2� OPT.SDWC INSTALLATION RANGE 3 SDIM FORWC T STUN. DDTO TOP PLATE CONNECGE DISTANCE FOR TOP 11A0 PLATE SPLICE 4 �ONN CTIONTT ROUGHO NARROW FP.CE 4a ATP PLATEDNARROdNFACEWC 00F 3TUDE 2 TOHROU H NARROW FACE ATS DN TE ONNECTIO 1 3 SDWC EDGE DISTANCE AND SPACING INFORMATION a ���',1�NAy E����
Adam K. Russell, P.E.
METAL CONNECTOR ENGINEERING Q P.E. No.77693
05-16-2017
1 .0 DESIGN CRITERIA 4.0 AIR DIS'TRIPUTION SYSTEM DUCT DESIGN SCHEDULE LEGEND
BUILDING CODE Heating Cooling ! Design MBtuh 'kBtuh 1,000 BRITISH THERMAL UNITS PER HOUR
2014 FLORIDA BUILDING CODE RESIDENTIAL 4,1 GENERAL NOT ES Heating Cooling Design Duct Size
2014 FLORIDA MECHANICAL CODE - - -- - -- Room Load Load Flow(cfm) Flow(cfm) Flow(cfm)( Velocity Dua Type (in) CFM CUBIC FEET PET MINUTE
2014 FLORIDA ENERGY CONSERVATION CODE ALL DUCT SYSTEM CONSTRUCTION AND SEALINGTO ADHERE TO SEALING AND MECHANICAL (Btuh) j (Btuh) ;fpm)
ATTACHMENT REQUIREMENTS SPECIFIED IN SMANCA STANDARDS. SA SUPPLY AIR
STANDARDS FOR DESIGN AND LOAD ESTIMATION System 1 RA RETURN AIR
RCCA MANUAL J 8TH EDITION,VERSION 2 2. SEE t4sANCA STANDARDS FOR GAUGES AND BRACING REQUIREMENTS OF DUCTWORK.
ACCA MANUAL S 2ND EDITION,VERSION 1.00 Zone 1 _ _ _ - OA OUTSIDE AIR
ACCA MANUAL D 3RD EDITION,VERSION 1.00 3, FLEXIBLE DUCT CONNECTIONS SHALL BE PROVIDED ON ALL DUCT CONNECTIONS TO FANS AND AIR Master Bath 1660 543 50 1- 27 _____45 _ _ 330 Flex 5 -
HANDLING UNITS. WC 531 159 16 8 14 160 Flex 4 -CR CEILING REGISTERUj
4. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS.
`MC 741 267 22 13 _ 20 __229 _Flex 4 FR FLOOR REGISTER
2.0 DESIGN ASSUMPTIONS Dining 2457 1075 74 54 66_ 1 336 Flex __6 - WR SIDE WALL REGISTER
8. THE DESIGN FLOW IS BASED ON THE GREATER O�THE HEATING OR COOLING FLOW REQUIRED,WHICH Laundry1606 1532 49 77 _69 351 Flex 6 TG ABOVE DOOR TRANSFER GRILLE
2.1 GENERAL NOTES ARE BASED ON THE HEATING AND COOLING LOADS LISTED. Master Bedroom 2085 3212 ±:J:; 162 145 415 Flex _ 8
1. THE SPECIFICATIONS ON THESE MECHANICAL DOCUMENTS ARE BASED ON BUILDING ENVELOPE Kitchen 1085 2197 33 111 99 _ 370 Flex 7 MBD MANUAL BALANCING DAMPER
SPECIFICATIONS FROM THE CLIENT. 6. "FLEX"REFERS TO FLEXIBLE WIRE HELIX CORE uJCT."BOARD"REFERS TO FIBERGLASS DUCT BOARD. Bedroom 2 4431 2516 134 127 120 449 Flex 7
METAL"REFERS TO GALVANIZED SHEET METAL DUCT.
2. BUILDING ENVELOPE ASSUMPTIONS FOR THIS PROJECT ARE SPECIFIED IN TABLE 2.2 BELOW. CONTACT Bath 2 790 603 24 30 27 309 Flex 4'> O THERMOSTAT LOCATION
MECHANICAL ENGINEER IF CONSTRUCTION DIFFERS FROM THE ASSUMPTIONS LISTED. t� 2 FLEXIBLE WIRE HELIX I�UC NOTES Bedroom 3 2425 1974 73 100 90 458 Flex 6
.__ Bedroom 4 1819 1490 55 75 67 341 Flex 6 GA!_VANIZED SHEET STEEL OR FIBERGLASS DUCT
3. ALL BUILDING ELEMENTS WITH A SURFACE AREA OF MORE THAN 50%GLASS SHALL HAVE U•-FACTORS 1. ALL DUCT RUN ARE TO BE CUT TO LENGTH(A MAXIMUM OF 5%GREATER THAN THE SPAN LENGTH IS Foyer 1620 857 49 43 44 323 Flex 5 10x8 BOARD AIR DUCT p
DETERMIP:ED IN ACCORDANCE WITH NFRC 100 AND SHGC'S IN ACCORDANCE WITH NFRC 200. ACCEPTABLE).
Great Room 2 3759 3897 57 99 88 448 Flex 6 ; (SEE DUCT DESIGN SCHEDULE FOR DUCT TYPE) �
4. INSULATION MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE ASTM 2. THE DUCT CENTERLINE IS TO BE RELATIVELY STRAIGHT WITHOUT SIGNIFICANT SAG OR SNAKING(2.5" Bed 4 WIC 1282 385 3919 35 257 f=lex 5 (WIDTH x HEIGHT)
N
STANDARDS AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR RESPECTIVE ASTM INSTALLATION OF SAG PER 5'OF SPAN, OR LESS).
e11160J WIRE HELIX OR T-FIN FLEX DUCT �
PRACTICES. Trunks O
3. TH,'_-RADIUS OF A BEND OR TURN NOT TO BE LES THAN THE DIAMETER OF THE AIRWAY(R/D= 1.0 OR _ _ - (DIAMETER)
SA1-1 274 341 305 559 Flex 10`` a)
5. ALL INSULATION SHALL BE INSTALLED ACCORDING TO RESNET GRADE 1 CRITERIA. GREATER). _
SA1-2 _ _ 196 351 _314 576 Flex 10. '
6. WATER PROOFING AND FLASHING DESIGN AND 114STALLATION BY OTHERS. HVAC SYSTEM DESIGN DOES 4. NO CRIMPING OR CRUSHING IS PERMITTED ATA Y POINT IN A DUCT RUN. SA1-3 - - 325 351 314 576 Flex 10 60
NOT TAKE INTO ACCOUNT SIGNIFICANT FAILURES OF THE WATER CONTROL LAYER. - GALVANIZED SHEET STEEL DUCTS CV
RAI-1 795 1043 934 669 Flex 16, (DIAMETER) M
5. FLEXIBLE DUCT JUNCTION BOXES ARE TO HAVE STRAIGHT-RUN APPROACHES AND DEPARTURES(NO _
7. AN INDEPENDENT,THIRD-PARTY INSPECTION BY A RESNET CERTIFIED HERS RATER IS REColv1MENDED TURNS IN DUCT RUNS NEAR JUNCTION BOX).
ILLTO VERIFY INSTALLATION OF THE BUILDING ENVELOPE. ® J
VERTICAL SUPPLY AIR DUCT
6. FLEXIBLE DUCT JUNCTION BOXES TO HAVE ENTRANCES AND EXITS ON SIDE OF BOX ONLY(NO TOP OR W
2.2 ASSUMED BUILDING ENVELOPE PROPERTIES BOTTOM OPENINGS). J
WALLS R-13,2x4 FRAME WALL 7. EXIT OPENING MIN(2)DIAMETERS FROM ENTRANCE RETURN AIR GRILLE/REGISTER,VERTICAL RETURN Z
R-19,2x6 FRAME WALL AIR DUCT Q
-- --- - 8. STRAIGHT APPROACHES AND EXITS(DO NOT TURN OR BEND NEAR ENTR'1NCE OR EXIT) Cn
Y
SLAB ON GRADE,NO INSULATION U
FLOORS -
QR-19 FLOOR OVER UNCONDITIONED SPACE . S
ROOF/CEILING R-30,VENTED ATTIC, DARK SHINGLE, RADIANT BARRIER I 5.1 GENERAL NOTES N
R-19, KNEE WALL WITHIN VENTED ATTIC, DARK SHINGLE, RADIA14T BARRIER _._____--.___________-_
O
1. GRILLES, REGISTERS,AND DIFFUSER`+SI
GLASS WINDOWS:YKK SH 270=U=0.35, SHGC=0.29,STYLEVIEW,SH,VINYL, LOW-E 270 TALL REQUIRE ADC,ARI;AND ANCA COMPLIANCE ROUND DUCT OR PIPE TURNING DOWNWARD
L
YKK FG 270=U=0.31, SHGC=0.30,STYLEVIEW, FIXED,VINYL, LOW-E 270_ i 2. SUBSTITUTIONS MAY BE MADE FOR ANY GRILLE OR REGISTER SPECIFIED PROVIDED EACH DEVICE HAS U)
U)A MAXIMUM FACE VELOCITY<500 FPPrt,MAXIMUM NOISE LEVEL<_NC-30,AND ADEQUATE THROW FOR II
EXTERIOR DOORS METAL, FIBERGLASS CORE:'J=0.35 -- - - - - I PROPER AIR CIRCULATION O
ROUND DUCT OR PIPE TURNING UPWARD �
ENVELOPE LEAKAGE :57 ACH @ 50 Pa 3. REGISTER PLACE:AND LOCATIONS MAY BE MOV D BY 4'-0"IN ANY DIRECTION PROVIDED NO 0
ADDITIONAL ELBOWS HAVE BEEN ADDED TO THEORIGINAL LAYOUT AND THE SUPPLY BRANCH DUCT I U
DUCT INSULATION:R-6 I ORIGINATES FROM THE SAME SUPPLY TRUNKSECTION.
DUCTWORK' KAGE LIMIT:SUPPLY=0.06 CFM/FT2, RETURN=0.06 CFM/FT` i CEILING SUPPLY REGISTER BOOT < X ❑ Z 0 o
LEA W w
4. TRANSFER GRILLES AND JtSfv1P DUCTS S ARE SIZE )TO PROVIDE 1 SQ.IN. OF FREE AREA OPENING PER 1 a m ❑Ir ¢ z LL < N
GFM OF SUPPLY AIR. LARGER SIZES THAN SPECT-IED ARE ACCEPTABLE. LL 0¢ ❑ m ❑ W w ¢ z
NOTES: W
1. TWO BLOWER DOOR TESTS ARE RECOMMENDED.ONE TEST DURING CONSTRUCTION AFTER 8 FLOOR SUPPLY REGISTER BOOL' O - 0 1, z z p � E m o m il
INSULATION IS INSTALLED.THIS SHOULD BE USED TO IDENTIFY ANY AREAS OF AIR LEAKAGE SO THEY 5.2 REGISTER AND GRILLE_ SIZING
H > a D z W - m z Z ❑
¢ I- W W - o m ¢ M ¢ ❑ W W
CAN BE ADDRESSED WHILE WALLS ARE OPEN. FINAL BLOWER DOOR TEST AT COMPLETION TO --- - ------_- ---� _ _ __
------- - =-_---- ----- W W > o cn w w ❑ N cn 0
CONFIRM DESIGN ASSUMPTION AND TO IDENTIFY ANY AIR LEAKS THAT OCCURRED DURING THE !; REvISTER{GRiLLI ! r -- REGISTER/GRILLE m a z W w m Z 0
;'
TYPE ; i MAX CFM II TYPE SIZE IN. MAX CFM ® FLOOR SUPPLY REGISTER GRILLE 0 0
REMAINDER OF CONSTRUCTION. SIZE(IN, ( ) 'T Z EL Er III ILI
- L __-. ___-r=- -- -------- -- ---
LO
2. DUCT LEAKAGE RECOMMENDED TO BE TESTED WITH"DUCT BLASTER"TEST. --
q QIO ¢ � a `� FF � ZW Q0
_8x4 "�? it 12X8 226 W N ❑ ' 2 I W Z
ii f i �----- 10x -- --- F - 100 i 12x12 340 d ¢ z ❑ W ❑ z w o. 0 f ❑
-- 10x4 - 6
3.0 HEATING & COOLING EQUIPMENT
SUPPLY ; _------ 16x16 610- j w I
-_._ _*-.______- -- ___ WALL SUPPLY REGISTER N D W z z w � ¢ W
REGISTER ! 12_x6 ---1 - 120 _�i RETURN AIR __ 18x18 774�� z z ¢ x ❑ ❑ ❑ = w ❑ z
(CEILING1 ----10x8 A30 �� RILLE 20x20 959 4 Z iY W ❑ w X Q W a Q M m - W [�
3.1 SYSTEM SPECIFICATIONS a --- - -
----
2x8 ,60 24x24 1387 - - _ - - _ DIRECT VENT APPLIANCE COMBUSTION AIR W W ¢ a 2 1- p F z rn w w .
r - - I F--- INTAKE/EXHAUST CONCENTRIC PIPE z W z z _j � z
f 14x8 ,80 ! 30x24 1740 (n _ I Y z¢ 0 - _ a w o [7 < W ❑
10r 4 100 r 30x30 2181 -- LU z 0 0 z } L` m W a m z i-
SYSTEM ATTRIBUTES SYSTEM 1 ,� j, _._ _ _ �.__ ___-_ II Z w w � ¢ m - ¢ z 3
I �x4&t�nU ?25 ! - -- ---12r,8 96 C� W ? ❑ � [7Wt7H mF � � n �
_
------ L -_ ________ REFRIGERANT PIPING CONNECTING INDOOR AND _ ¢ z } z = ¢ ❑ W _ w ¢ W
14x4 14C --------
SUPPLY AIR 1� ! 14x8 112 OUTDOOR UNITS COI. H I z P F- V 0 z w O W H m
AIR SOURCE it I------_-_ .-_. f - _ Z m ¢ - o m ❑ i W o z ¢
SYSTEM TYPE REGISTER 10x6&8x6 �._-.- 160 ___, 16x8 128 ❑ w . ¢ I J � • _ ❑
HEFT PUMP (FLOOR/WALL); - -- 12x6 _ 190 �I -20x8 160 .- v F ? 3 N a N ¢ ❑m H ? v v
LOCATION OR SERVICE AREA WHOLE HOUSE f- 10x8_ - 210.___ !�
!I L _____.� T 2ANSFER 24x8 191 12x4 TG ABOVE DOOR TRANSFER GRILLE W
CARRIER __.__�___14x6 --_-L--220_ ! GRILLE 12x12 144
Z SHEET NO.:
OUTDOOR UNIT MODEL L-- 14x14 196 W
CH14NBO30 M-0
INDOOR UNIT MODEL 16x16 256
CARRIER 18x18 324 j FIBERGLASS DUCT BOARD JUNCTION BOX o MECHANICAL
FB4CNP0300
- 20x20 400 Of
PLAN
NOMINAL CAPACITY 2.5 TONS
(DES GN BASIS: HART&COOLEY 210,A611,650/650A) 0
FIBERGLASS DUCT BOARD JUNCTION BOX LL. JOB NO.:
AHRI NUMBER 7835429
6.0 -EXHAUST AND VENTILATION o 7208
HEATING EQUIPMENT CAPACITY 23.01 kBtuh 1. CONTINUOUSLY
&E_____._-_ '� I � � SUBDIVISION:
+ 3 kW 1. CUN7INUOUSLY OPERATING VENTILATION&EXHAUST FANS INCLUDE READILY ACCESSIBLE OVERRIDE EFF-------���---��� MANUAL BALANCING DAMPER �
CONTROLS.
CL
HEATING EQUIPMENT EFFICIENCY 8.2 HSPF
2. INTERMITTENT MECHANICAL EXHAUST SYSTEMS SHALL BE DESIGNED TO OPERATE AS NEEDED BY THE � a
COOLING EQUIPMENT TOTAL 26.87 kBtuh 743 SailfishOCCUPANT.CONTROL DEVICES SHALL NOT IMPEDE OCC CONTROL IN INTERMITTENT SYSTEMS. AUTOMATIC ZONING DAMPER O LOT NO.:
�
CAPACITY SENSIBLE 21.49 kBtuh k
3. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPER THAT CLOSE WHEN THE
COOLING EQUIPMENT EFFICIENCY 14.0 SEER VENTILATION SYSTEM iS NOT OPERATING.
D
4. LOCAL MECHANICAL EXHAUST: 4 TAKEOFF FITTINGS,GALVANIZED SHEET STEEL Q FLOOR PLAN:
BLOWER CFM 1065 CFM 4.1. KITCHENS SHALL HAVE A MINIMUM EXHAUS 'RATE OF 25 CFM CONTINUOUS OR 100 CFM _ J Custom 1802-2
LL
INTERMITTENT. Q DESIGNED:
BLOWER EXTERNAL STATIC 0.3 in WC GAS FURNACE CLS
PRESSURE 4.2. CONTACT MECHANICAL ENGINEER IF KITCHEN EXHAUST HOOD IS CAPABLE OF AN EXHAUST FLOW
U
RATE EXCEEDING 400 CFM. ' Z REVIEWED:
BLOWER SPEED SETTING TAP 5
4.3. EXHAUST HOODS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH }
MAKE-UP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. AIR HANDLING UNIT(AHU) O LV
3.2 SYSTEM INSTALLATION NOTES 4.4. TOILET ROOMS AND BATHROOMS SHALL HAVE A MINIMUM EXHAUST RATE OF 20 CFM CONTINUOUS � _ O REVISIONS DATE
1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER SPECIFICATIONS. OR 50 CFM INTERMITTENT.
CONDENSING UNIT ZU
2. FIELD VERIFY CONDITIONS AND MAKE PROVISIONS FOR INSTALLING AND INTEGRATING ALL NEW 5. WHOLE HOUSE MECHAN!CAL VENTILATION(R4:QUIRED ONLY IF SHOWN ON PLAN):
SYSTEMS. 5.1. OUTDOOR AIR INTAKE DUCT TO BE CONNECTED DIRECTLY TO THE RETURN AIR PLENUM. W
H
3. MANUFACTURER'S NAMES AND PRODUCT MODEL NUMBERS LISTED ABOVE SERVE TO ESTABLISH THE 5.2. INSTALL ELECTRONIC POWER-OPEN,SPRING-CLOSED DAMPER W/MANUAL OVERRIDE. ® WATER HEATER W
TYPE,STYLE,QUALITY, PERFORMANCE AND SOUND RATING OF THE DESIRED PRODUCT.SIMILAR
MODELS OF EQUAL QUALITY AND PERFORMANCE CHARACTERISTICS MAY BE SUBMITTED FOR 5.3. OUTDOOR AIR INTAKE DUCT TO BE INSULATED W!MIN R-6 AND CONNECTED DIRECTLY TO THE Q
RETURN AIR PLENUM.
APPROVAL.
4. THE EXTERNAL STATIC PRESSURE LISTED ABOVE HAS BEEN USED FOR DUCT SIZING IN ACCORDANCE 5.4. OUTDOOR AIR INTAKE OPENINGS LESS THAN 10'-0"FROM ANY EXHAUST AIR LOCATION SHALL NOT
WITH ACCA MANUAL D. IF INSTALLED SYSTEM HAS EXTERNAL STATIC BELOW VALUE LISTED,CONTACT BE LOCATED LESS TH/.N '-0"BELOW ANY EXHAUST AIR LOCATION. }
mPEX
MECHANICAL DESIGNER FOR DESIGN REVISIONS.
5.5. OUTDOOR AIR INTAKE SHALL BEWIRED FOR RUN-TIME VENTILATION ONLY. REVIEWED FOR CODE COMPLIANCE LJ
I KI
5. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED FOR OPERATION AND Z
MAINTENANCE OF ALL FANS, DAMPERS,SMOKE DETECTORS AND MECHANICAL EQUIPMENT. CITY OF ATLANTIC BEACH MECHANICAL
SEE PERMITS FOR ADDITIONAL Q ENGINEERING
6. THERMOSTATS SHALL BE LOCATED AT 60"A.F.F.(UNLESS NOTED OTHERWISE) REQUIREMENTS AND CONDITIONS ILL!
`- REVIEWED i9Y: DATE: f�(? Z ��. EU L �41e
O No 7939
OFFICE COPY `-' ' °�
ILL. :'p'.. STATE OF 44/
100
�
Ln �FS�<�R��
0- Michael L. Berry,P.E.
Q P.E. No.79393
05-15-17
4"CONCRETE SLAB W/ -\
16x6 W1.4 x W
GENERAL FOUNDATION NOTES
FI WWF ORGENERAL
1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
A MINIMUM BEARING CAPACITY OF 2,000 Psf IN ACCORDANCE WITH FRC 5TH
8"MIN EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL
AND COHESIVE SOILS.COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF
\ \ \ \ \ \ MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
\ \ \ \ \ \ e 28 MAX CONTRACTOR'S REOPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
\\ \ l// / / 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
VAPOR BARRIER /// . , 12"MIN.`/�'\\/\\/\�'\
SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR.ADDITIONAL
FOUNDATION WORK MAY BE REQUIRED.
3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE.CONSULT ARCHITECTURAL
FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK PLANS FOR LOCATION OF SLIDING GLASS DOORS.
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. O
SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. O
12" 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT N
WITHUNDER 1 STORY WALLTH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5 CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. 1_
W
BAR IN BRICK LEDGE
00
16"UNDER 2 STORY WALL
O
WITH(3)#4 OR(2)#5 CONT
O
O
MONOLITHIC FOOTING EC
TION FOUNDATION KEYNOTES:
1 IF GROUND ADJACENT TO FTG SLOPES DOWN NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N
AND AWAY FROM STRUCTURE STEEPER THAN
V-0"VERTICALLY PER T-0"HORIZONTALLY,
CONTRACTOR HAS TWO CHOICES: 8"x8"DEEP THICKENED EDGE
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE A W/(1)#4 CONT L �
'
C
OF EOR TO PREVENT EROSION OF SOIL.
12"DEEP FTG W!#4 @ 12"EW J N
2. USE STEMWALL FOOTING Q UNDER BOX COLUMN, FTG TO BE J U
(2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF
OR FIBERMESH OR
MIM 6"AS SHOWN 5;Z
— - 60'-0" C 0
16"SQx12"DEEP FTG W/ O
° ----- -g------------ A (3)#4 EW
--a---a------- ----- -- ° 19'-8" 12'-0'
U
� °' ° °a - - 24"SQx20"DEEP FTG W/ <
4 (3)#4 EW
d N
- - - - - - - - - � � - - - - - - - - - - - 30"SQx20"DEEP FTG W/ �
16" VAPOR BARRIER -. - -- -- - - -- - -- - - - -- -- - -- - - - -- - - - - - - - - - - - - i o r- - - - - - - - - - - - - -� E (4)#4 EW LU
i
(
IZA36"SQx20"DEEP FTG W/ co
BEARING WALL FOOTING SECTION I ( °� ( � C' ( � I Q (4)#4 EW �
3
48"SQx24"DEEP FTG W/
(5)#4 EW,T&B OU
4"CONCRETE SLAB W/ i I i i G
6x6 W1.4 x W1.4 WWF OR
FIBERMESH I I ( I Q
0'-0"A.F.F. a
\a
VARIES ( I
\ ° q11
O
-- -- F_/ 8"MIN \ N ( 4" x6 NCRWlA xTE 4 B W/tVF
OR FIBER MESH LO
- - - - - - - - - - - - - - - - - - - - - -� ( 8"CMU CHAIR BLOCK W/ V x0 z 20
8"x8"THICKENED 8" Q -I I TOP OF SLAB (1)#5 CONT. r' a D ❑ 0 ui
FTG AT STEP-DOWN, — Q 0 m ❑ w w a z
I ---------------- z w 1� p = L3 0 I- p w ❑
SEE PLAN VAPOR BARRIER I Lu N ❑ 0 z o m p p w W L3 0
v I VI 6
OPT '� I /\\�\x�\\/ \\ j °° D ~ QHCL � pmQ � QjwO
CURB STEP SECTION ' ° O W W 0 p w W ❑ -
I —� 18'-4" - 2'-8" 17'-0" 12'-0" \ \� \,n paw w 0 1n 1n - p
VAPOR BARRIER \//\// / // , /� Z X � H LL w pLL
CA z 13
1x0a > ww � ❑ m Ozv
6 W Qaf- QC7mIWWU3, �yw �
( �\ , /\\/\\ w OwF2Iw ❑ z
4"CONCRETE SLAB NO 4 OR NO 5@ 18"O.0 e I l I #UPT O 3 COURSES#5 VERT FO72 REINFORCING
\\ \\ ( \\\� a W z t- z W LL LL x 0 p
0 Q a
W/6x6 W1.4 x W1.4
W/9 BEND @ BOTTOM I 4 TO 5 COURSES: 48 O.C. ,�/// / /1 / , m p � � w � z 0 0 LU :3 � w
WWF OR FIBERMESH VARIES I ( M j// o ( �� z Z Q X F p Iw- 0 - 1 0 z
8' MIN
.d . i W (r – Ow j zF z 0 l Qw LL t�
28"MAX ��r r ee • ✓//� W w � Q -A q w � h w
I \�j/ //\/ z 1900Zco0W10 ZQwo
ADDITIONAL#4 OR#5 IN ❑ p ❑ z > Ul w a 0 z ? z = -
FOOTING TO BEAR ON FIRM /\ / w w � Q m ? - �Q z 3 F 0
/r BRICK LEDGE W w 0 1n w Q F m
UNDISTURBED SOIL z 0 r, w ❑ F U -
\� 0'-4° I 4"OPT BRICK LEDGE < H Q z z I Y z w O p F
\ \ • �/\ \\r\\/ \//\\//\\//\\// 1 VERTICAL REINFORCEMENT — z [] Q - v Lv ❑ = w z
VAPOR BARRIER F w
\ �..,,, 11_� 2'-10" 4'-4" 1 p Q
\ 6'-3" j
/� r /i ---=v---- �------- -- —
6"OPT. EXTENSION IN BRICK i I b TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN of O r °F z 3 N a � Q o�i � ? ° �
LOCATIONS ON FND PLAN I i `r CAST-IN-PLACE FOOTING SPECS Ui
1-STORY: 8"x 16"W!(2)#4 OR(2)#5 CONT Z
SHEET NO.:
12"UNDER 1 STORY WALL ( 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT O
- - ST-2
WITH(24 OR(25 CONT ADDITIONAL NO.4 OR NO. 5 a _ .L.. — __ ___ -J —1 I —
BAR IN BRICK LEDGE I Q
I_ _ -_ -----:�- t — �' FOUNDATION
16"UNDER 2 STORY WALL _ — _ _ — _ — —1 I b I 2CMU STEMWALL SECTION a PLAN
WITH(3)#4 OR(2)#5 CONT i- L — — — — — ( iv o( I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
— — - -- — -- — — — — — — — -- ( ( `� ( FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 O JOB NO.:
GARAGE EXT WALL CURB SECTION v _ ( COURSES HIGH.SHOULD THIS CONDITION EXIST, RECOMMENDATIONS U
5 IF GROUND ADJACENT TO FTG SLOPES DOWN -
MAY BE OBTAINED FROM THE ENGINEER O.RECORD. AT7ZO8
AND AWAY FROM STRUCTURE STEEPER THAN r I I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY.EPDXY 0 SUBDIVISION:
V-0"VERTICALLY PER T-0"HORIZONTALLY, j
( ( ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. �
CONTRACTOR HAS TWO CHOICES:
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE i ( I O 743 Sailfish
OF EOR TO PREVENT EROSION OF SOIL. 1 4 6
( � Jacksonville, Florida
2. USE STEMWALL FOOTING
i 1 0'-0"A.F.F. Q
1 (BEYOND) _ LOT NO.:
4"CONCRETE SLAB W/ ( v U-BLOCK W/
6x6 W1.4 x W1.4 WWF _ _ - -
4"FLOATING CONCRETE cv O Z
SLABW 6x6 W1.4xW1.4 co 1 #5 CONT
' g Z }
OR FIBERMESH —
0'-0' A.F.F. 1 22'-2" I 19'-2" 6'-10" VVVW OR FIBERMESH w Ur FLOOR PLAN :
-a----a---a---, VARIES I --- N ' ' � CUStOn1
° d a Al ° , j ( OPT Cn ( o -�- - --�—y' �- j FINISH O
L-- z___
— I ap DESIGNED:
4" � ( � � v, GRADE Z
/ — — — — — — — — — —— — — — — — - - -- - - - - - - - - - - - � `/` �\�//\� w AKR/BDP
XREVIEWED:
VAPOR ( i OR#5 VERT REINFORCING W KR
— \ - \\\\\�/\/ a
i ( PTO 3 COURSES: 72"O.C. j // L/ //�// '
12"UNDER 1 STORY WALL BARRIER
( TO 5 COURSES: 48"O.C. \ e o I `� ¢ REVISIONS DATE
WITH(2)#4 OR(2)#5 CONT ( I _ L- -----e I QQx
16"UNDER 2 STORY WALL ( I `O \ • • -
WITH(3)#4 OR(2)#5 CONT ( D J bo 00
/�
A � FOOTING TO BEAR ON FIRM p
BEARING CURB STEP SECTION I — J UNDISTURBED SOIL ADDITIONAL#4 OR#5 UJ
IN BRICK LEDGE Z
A — VERT REINFORCEMENT TO
--- ---- — --
t 4"OPT BRICK LEDGE O
UNDER DOOR — — _ — —f— — v 6"BEND @BOTTOM
NOTED ON FND PIAN W
CAST-IN-PLACE FOOTING SPECS
TYPICAL REINFORCING 1- ORY:8"x 16"W/(2)#4 OR(2)#5 CONT Q
Z
BARS AT THICKENED T-22' S-3, S-22 21'-2" 4'4" 2-ST RY: 10"x 20"W/(3)#4 OR(2)#5 CONT j
I I FOOTING,SEE PLAN
0 PEX
I II
MIN 24"LONG#4 OR#5 6-0" 2_g" 25'-6" 5'-10" CMU STEMWALL SECTION P. STRUCTURAL ENGINEERING
�.� 7
BAR SET AT MID-DEPTH i r 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK U
OF SLAB,TYP ALL ---_-� 60'-0" - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 >" LLL.
RE-ENTRANT CORNERS u 1�U 1 i
I I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONA. Q %** q 14'
L _ _ _ _ _ _ _ _ _ _ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O ��%��P0.K,ROSS�����
- - 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. -' 1`QO.��C E N 8F
EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0
W O 7693
HOUSE SLAB V J
.�.
a LL Z '0
RE-ENTRANT CORNER DETAIL _ Al
TATE OF
(RECOMMENDED) 1 �4�� -- Q�� .,•s�
PLAN VIEW DETAIL TYPICAL ALL FO
FOUNDATION DATION P LAS W ,,FS•••O R 1•• �,`,
RE-ENTRANT CORNERS ---------------- W
Adam K. Russell, P.E.
METAL CONNECTOR ENGINEERING Q P.E.No.77693
05-16-2017
(1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES.
ROOF DECK I
11 11
II
CONTINUOUS LATERAL RESTRAINT
LOCATION
TRUSSES PARALLEL TO WALL: ROOF TRUSS DEFIN DJBYNTRUSS TITY D OP DRAWING.
2x4 SPF(MIN) NAILER FASTENED OR RAFTER
TO DBL TOP PLT W/10d @ 3"O.G. 2x4 SPF(MIN)BLOCKING
TRUSS PERPENDICULAR TO WALL: BETWEEN EACH TRUSS.
2x4 SPF(MSN)BLOCKING FAS"i
BETWEEN EACH TRUSS. FASTEN @ 4"O.C. BEAM w/10d
TO DBL TOP PLT lN10d @ 4"O.C. TRUSS TO
/ PORCH BEAM APPLIED TG EITHER IF LATERAL RESTRAINT MUST 113E p
/ M SIDE OF WEBS DORE OF SO WITH OVERLAPPING BRACES N
/ w/SDWC15600ORE THAN ONE F N
LIKE THIS(TYP EVERYWHERE T_
36"LONG SPF SCAB W/(20)10d TO
36"LOC STUD ONLY WHEN HOLD
7,,R THICKER EDX N
OR OSB FASTENED TO OR
DOWNS ARE SPECIFIED ON PLAN.
TRUSSES, RAFTERS O
2x SPF CORNER STUDS 2x WALL FRAMING OR BLOCKING W/8d 0')
COMMONS @ W EDGE, PORCH BEAM 4
CORNER DETAIL 12"FIELD. TRUSSES NEEDING BRACING LL
ALTERNATE C0101: N _
MSTA2 TO POST:. NWOOD STRUCTURALco
SHEATHING POST TO SLAB: J •>
ABU POST BASE ANCHOR LATERAL BRACING - MULTIPLE TRUSSES LL
o
OR DTT2Z 1.ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO) W0
2.SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY -U U
(UNLESS NOTED OTHERWISE) CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. J
TYPICAL PORCH SHEATHING DETAIL 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES �
NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.
O 0
UNLESS NOTED OTHERWISE. 4.ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). Y
5. DESIGNED PER BCSI-B3',2007. U
Q
KING AND JACK STUDS Np
PER ENGINEERING
CONTINUOUS LATERAL RESTRAINT WEE LL!
.�--GARAGE DOOR BUCK/JAMB NAILED =s°MAX �s'MAX Zs.MAX BRACE SUBSTITUTE
TOSTUDSSTUDS W/(2)16d COMMON OR _-
12d CC NAILS @ 16"O.C. WEB MEMBER SPECIFIED ALTERNATE Br2ACING
SIZE CLR T OR L SCAB
WEATHER STRIPPING/STOP 2x4 1 ROW 2x4 (1)2x4
1 f— 2x4 2 ROWS 2x6 (2)2x4* Q
GARAGE DOUR T-BRACE FASTENED TO
i2x6 1 ROW 2x4 (1)2x6
WFB W,' i0d AT 6"O.C. 2x6 2 ROWS 2x6 (2)2x4*
2x8 1 ROW 2x6 (1)2x8 Q
-------------J a-
'
2x8 2 ROWS 2x6 (2)2x6*
-L-BRACE FASTENED TO ZO
2x6 SYP GOAL POST ATTACHED WEB W/10d AT 6"O.C. 1--
TO
TO STUDS W/(2)ROWS OF 3-%" NOTE: SINGLE TRUSS BRACING ~
i IN LIEU OF SPECIFIED DECK SCREWS FOR Z)
GA_V DECK SCREWS @ 12"O.C.
GOAL POST ATTACHMENT,THE GARAGE 1 INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U)
DOOR SUPPLIER MAY SPECIFY A FASTENING RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE 0 X o > a
GARAGE DOOR TRACK ATTACHED-� PATTERN OF THE GARAGE DOOR TRACK SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. I,- w w a Q - 0 °
In
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR 1 Q U] ° ❑ w LL Q z
SPECIFICATIONS THROUGH THE GOAL POST. REQUIRED,APPLES Y(1)BRACE 3. INDIVIDUAL(NG. REFER TO CHART WEB BRACING MATERIAL BE SIL FOR MORE AME SIZE,SPECIES,MANDON V_ m ❑ ❑ Z n to o w � w a
�6"MAX �5°MAX as°MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE 3RACED. Y n o ? w J m z Z ❑
QFww - ° maaQmww
PERMANENT WEB BRACING Z o a w ° w w w w w m
GARAGE DOOR JAMB DETAIL ci w a a > Q N w - 0 0 rn I
a I M L w -
KING -- BLOCKING LU zw ° a ❑ w122w ° ❑ ° ❑
TOE-NAIL MIN 2x6 NO 2 SYP BLOC � 2x4 NO.2 SYP BLO. LU Q a � Q o N w w w 0 m w a
BETWEEN 1 RUSS TOS CHORDS W/ OUTLOOKERS, FASTEN EACH Z a z w Q w
(3) 10d EACH END BLOCK TO ROOF DECK Wi 8d
V) < � ° ° a ❑ a p °
0 Z a Z wa ? ❑ x J a
FASTEN 2x4 NO.2 SYP DIAGONAL COMMON @ 3"O.G. Im
BRACE TO BLOCKING W/(6)10d
ROOF DECK w ° Q
2x4 SYP OUTRIGGER ca'�24"t).C. 2 Z Z 0 w F 4 W Q H m a LL [
CLIP TO GABLE TOP CHORD W/ HTT5 X6 W w M z W Q w 6 0 j m W LL z
•:.• (11i2.5TIN/(10)�3dx1-''/s" SHEATH INSIDE FACE ONLY IF 2x4 Z ZwQwaazz � � 0t� � wz
• .- NOTED ON FRAMING PLAN. MIN 36"SCAB W/(20)10d TO Z z 1 >- z< 0 - _ j
Z Q w a N z Z °
Fy 'li I ACCEPTABLE TO STOP w w o Q m ? m Q F z 3 � Q
p (SABLE TRUSS o FULL HEIGHT CORNER STUD W z F w ❑ m w Q a � m
SHEXIHING AT GOAL POST { w - ° ❑ w 0 I- • � a w m -
Fti�A I / X ap H � = zPF- SeDzWO ° — a
--24"LUNG 2x4 NO.2 SYP 3CAB —————— Z r, Q - m a ❑ = w p z Q
APPLIED TO CABLE VERTICAL TRUSS TO TOP PLATE
a
71
� nlw- ? 3roauFiQo�i � Zno
I ..,.. �' `^ � TDD,,
FASTEN STUDS TO CORNER PER TYPICAL WALL -►
(a-- __ --- --I OR BLOCKING BETWEEN 0 0 I X STUD GROUP W/(2)ROWS 10d @ _J
{ { TRUSS WEBS Wl 10d AT "O.C. 6"O.C.,STAGGERED. STOP NAILS
SECTION, U.N.O. SHEET NO.:
f AT BOTTOM 24"OF STUD FOR Z �+ G
2x6 NO 2 SYP DIAGONAL BRACE I ------- - -�-ZxE
NO 2 SYP DIAGONAL BRACE JACK AND KING STUDS.SEE H�5 CONNECTOR!NSTALLATION ,APER ARCH. DRAWINGS O ST-6
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8'-0"ORAS SHOWN ON PLAN { — { BETWEEN DIAGONAL BRACES. 16 O.C.
_ FASTEN TO DBL TOP'PLATE W/10d FASTEN SHEATHING TO I EDGE NAIL SHEATHING o 743 Sailfish
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GARAGE RETURN STUDS, (3)STUDS MINIMUM AT @ 3"O.C. IN HATCHED �
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05-16-2017
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