760 SAILFISH DR - ARCH DRAWINGS DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX
ST-1......................STRUCTURAL SPECIFICATIONS
NOTES 3,4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-2......................FOUNDATION PLAN
Building Code 1h w STUCCO AND DIRECTLY ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ST-3......................IST LEVEL STRUCTURAL FRAMING PLAN
Florida Building and Residential Codes,5 Edition(2014) 0 MIN 15/32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR('/16"24/16 ST-3A....................1ST LEVEL ROOF FRAMING PLAN
0 z ADHEREDSTONE
Code for Design Loads w m INSTALLED HORIZONTALLY)W/8d COMMON:6"O.C.AT PANEL EDGES, 12"O.C. IN THE SIMPSON ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
LU P (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
ANSUASCE 7-10 1-- FASTENERS
x ST-5.......................TYPICAL WALL SECTION SHEET
w (8)Y4"xlY2"SDS SCREWS (8)Y4"x%"WS1 5-GC
ROOF LOADING'...............................................Cd=1.25 _j 1,2,3 1,2,3 WOOD SCREWS IN STUD (9)10d COMMON (9)10d COMMON ST-6......................SECTIONS AND DETAILS
< MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL IN STUD ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
TOP CHORD LIVE LOAD..................................20 PSF 0 _1 ALL OTHER VENEER W/8d COMMON:6"O.C. EDGES AND FIELD(UNBLOCKED HO IIZONTAL PANEL EDGES); DTT2Z Y12"0 x 4 Y2"EMBED EPDXY DTB-TZ Y2 to 0 x 4Y2"EMBED EPDXY CS18 EACH END OF CS20 EACH END OF
LL �
TOP CHORD DEAD LOAD................................7 PSF (NOTE 8) 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) OR SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP
BOTTOM CHORD LIVE LOAD (18)0.162"x 2 Y2"IN (18)U.162"x 2 Y2"I N LEGEND 0
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 15/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 1,2,3 rUD/BEAMfrRUSS 1,2,3 STUD/BEAM/TRUSS 0
ATTICS WITHOUT STORAGE.......................10 PSF TILE ROOF PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: N'O.C.AT PANEL EDGES AND HTT4 HTT45 MTS12 (7)1 Od x 1 X2" MTW12 (7)1 0d x 1 Y2" OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL CN
0 z - 5/8"0 x 6"EMBED ANCHOR 0 x 6"EMBED ANCHOR EACH END EACH END LO
(NON-CONCURRENT) w - T- (NOTE 7) 8"O.C. IN THE FIELD IN CONCRETE IN CONCRETE ALTERNATIVE FOR THE APPLICATION SHOWN 1_�
0 U) I
BOTTOM CHORD DEAD LOAD........................5 PSF U_ w UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 04
0 w I-_ SHINGLE AND METAL ROOF MIN�/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION (26)0.162"x 2 Y2"IN (26)0.162"x 2 Y2"IN EOR ENGINEER OF RECORD OR
0 x 0 PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" 1,2,3 STUD/BEAM/TRUSS TT4�2,3 STUD/BEAM[TRUSS (9)10d COMMON (9) 10d COMMON
Of U) z (NOTE 9) HTT5 H MSTA24 MSTA24 EW EACH WAY
WIND LOADING.................................................Cd=1.60 O.C. IN THE FIELD. 6"EMBED ANCHOR 1/8"0 x 6"EMBED ANCHOR EACH END EACH END
5/8"0 X OSB ORIENTED STRAND BOARD
ASCE 7-10,3S GUST........................................130 MPH FLOOR DECK SHEATHING: 2 IN CONCRETE IN CONCRETE
BASIC WIND SPEED %2"T&G OSB OR PLYWOOD W1 10d COMMON: 6"O.0 AT PA 4EL EDGES, 12"O.C. IN THE WSP WOOD STRUCTURAL PANEL
(NOTE 5) FIELD. (20)Y4"x 3"SDS SCREWS (24)3"WS IN STUD SYP SOUTHERN YELLOW PINE
EXPOSURE CATEGORY.................................. B
BUILDING CATEGORY..................................... 11 MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICIL LAR TO SUPPORTS W/8d HDQ8-SDS3 IN STUD GROUP PHD8 GROUP MSTA36 (13)10d COMMON MSTA36 (13)1 Od COMMON SPF SPRUCE-PINE-FUR
PORCH CEILING BOARD SHEATHING: 7,,0 X 12"EMBED ANCHOR 0 x 12"EMBED ANCHOR EACH END EACH END CONT CONTINUOUS C*4
ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 8 IN CONCRETE IN CONCRETE I O.C. ON CENTER co
INTERNAL PRESSURE COEFF........................0.18 MIN'/16"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" (38) 16d SINKERS INTO (38)16d SINKERS INTO (11)10d A Y2"IN (11)1 Od A Y2"IN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. U
C&C DESIGN PRESSURES..............................(SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES,6"O.C. IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES), STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER 1(3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM)
(NOTE 8) 12"O.C.IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). STHD14 WET EMBED IN STAD14 WET EMBED IN HTS20 (11)10d x 1 Y2"IN HTVV20 (11)10d x 1 Y2"IN LVIL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 13/4"WIDE Ld
I I _j
FLOOR LOADING..............................................Cd=1-00 CONCRETE CONCRETE STUD STUD PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. _j
TOP CHORD LIVE LOAD..................................40 PSF NOTES: SYS 42 PROPERLY RATED OPEN WEB HEADER >
TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN'%2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING (10)10d x 1 Y2"NAILS IN (10)16d COMMON NAILS (5)8d A Y2"IN (5)8d A Y2"IN z
BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG). LTT20B 2 STUD LTS1 9 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 0 0
BOTTOM CHORD DEAD LOAD........................5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. Y2"0 x6"EMBED EPDXY Y2"0 x6"EMBED EPDXY HA8 (5)8d x 1 Y2"IN TOP RT7AT (5)8d x 1 Y2"IN TOP OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS U)
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANE . OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE �e
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (5)1 Od A Y2"IN (5)1 Od A Y2"IN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM <
SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1-00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. (12)16d COMMON NAILS 1 (12)16d COMMON NAILS TRUSS TRUSS BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C.(UNO ON FRAMING PLAN OR SW
TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP ABU44 0 x 7"EMBED EPDXY PAU44 V 0 x 7"EMBED EPDXY H8 (5)10d x 1 Y2"IN RT8A (5)10d x 1 Y2"IN SPECIFICATIONS) cl�
TOP CHORD DEAD LOAD................................10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. I TOP PLATE TOP PLATE
BOTTOM CHORD LIVE LOAD...........................0 PSF 6. 1S/32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMEN kTION PER APA TECHNICAL (12)16d COMMON NAILS (12)16d COMMON NAILS (9)1 Od A Y2"IN (8)8d x1 Y2"IN STRUCTURAL WOOD BEAM
BOTTOM CHORD DEAD LOAD........................5PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUI-DER SPECIFICATIONS ALLOW, V 0 x 7"EMBED EPDXY 1 V 0 x T'EMBED EPDXY STUD STUD LIJ
MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VEI tTICALLY PER FLEXIBLE VENEER ABU66 (12"EMBED AT GARAGE PAU66 (12"EMBED AT GARAGE TSP (6) 10d x 1 Y2"IN LFTA6 (8)8d x 1 Y2"IN
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. DOOR RETURNS) DOOR RETURNS) PLATE PLATE FOUNDATION KEYNOTE CALLOUT
DEFLECTION CRITERIA A
1E
C
Z
D
7. 1-5/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECON MENDATIONS.SHOULD HU48, HD48, (6)10d COMMON (6)10d x 1 Y2"IN A
ROOF TRUSSES..............................................LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,'5/32"APA RATED OSB OR EQUAL MAY BE I)SED TO SUPPORT TILE ROOF. HUC48, (14)16d COMMON IN HD481F, (14)16d COMMON IN IN TOP PLATE TOP PLATE A Of
TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED F ORIZONTAL PANEL EDGES. HU28-2 HEADER HD28-2, HEADER DSP (8)10d COMMON RSPT6-2 (8)10d x 1 Y2" STUD COLUMN KEYNOTE CALLOUT :D
TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. HUC28_� (6)10d COMMON IN BEAM HD28-21F (6)10d COMMON IN BEAM IN STUD/HEADER STUD/HEADER 0
40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME J SHINGLE ROOF. SHOULD HU410, (18)16d COMMON IN HD410, (18)16d COMMON IN (26)16d SINKER IN (28) 16d SINKER IN NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0
ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEI ING THE STRUCTURAL I �e
OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. HUC410, HEADER H D41 01 F, HEADER LGT3 WALL FRAMING LUGT3 WALL FRAMING NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS w
TL/240 HU210-2, (10)10d COMMON IN HD210-2, (10)10d COMMON IN (12)SDSY4" 21"IN (12)WS25 Y,"x 2 1 <
X 2 2 TO MATCH WALL FRAMING SIZE AND GRADE,UNO.
s (n 0�
TL MAX%" TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACIN .3% (IN O.C.) HUC210-2 BEAM HD210-21F BEAM TRUSS IN TRUSS 2 2 STUD U) W
NOTES 1,2,3 (4)Y4"x1Y2"SDS SCREWS (4)Y4"x%"WS15 SCREWS ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN z
WOO JOISTS...............................................LL/480 IN TRUSS/RAFTER IN TRUSS/RAFTER 0
TL/240 STUCCO FINISH-U360 FLEX BLE FINISH-U120 HGA10KT (4)Y4"x 3"SDS SCREWS IN HGA10 (4)Y41'x 3"WS3 SCREWS IN SDWC14500,SDWC15600 NO USP EQUIVALENT 2 ANCHOR
TL MAX Y2" BEARING CONDITION BOTTOM OF STUD COLUMN CONNECTION
WALL HEIGHT V 4ALL HEIGHT TOP PLATE TOP PLATE I t
NOTES: &STUD TYPE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT -1 ST LEVEL STUD COLUMN:HOLDDOWN REQUIRED AT BASE OF COLUMN
-2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL LO
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER DIA.&EMBED SPECIFIED WE E DIA.&EMBED SPECIFIED Iq x 0
2x4%c',PF STUD 16 16 12 - 16 16 16* 12 - TITEN'HD COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. W W z 20
FBC 1605.3.1.1. ON PLAN BOLT+ ON PLAN m < - 0
>_ "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN a. rj 0 Z M a Ul
j 2x4 NO.2 SPF 16 16 16* 16 16 16 16 12 to 0 Ld LL < z
z
6
6 NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 0 lwv �- n wo
0 (2)2x4 NO.2 SPF 16 1 16 NOTES: qq w 0 0 I.- Ob - oi -
U_ 16 16 16 16 16 16 16 16 LO J Z 0 W a M M
TABLE 1 : COMPONENTAND 0 1 -DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2"AZ'TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT r�_ - z w j J z z 0
1. EPDXY ANCHOR EMBED FOR HOLD < I.- LU jd - 0 M W iL
0 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 41,
BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. 0 a > 0 0 a
CLADDING DESIGN PRESSURES UMB R OF STRAPS CONNECTING HEADER TO JACK STUD
2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. z Ww 0 w w w W LL W w
11 1 1 11 0 a. w m �- m _j 0 -
3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH U) o ai 0. z �- >. W Z
2x4 SPF STUD 16 12 - 16 12 1 - - -- TYPE OF STRAP CONNECTING HEADER TO JACK STUD % 0 1 >_ w W I'_ w _j m 13 Z
WINDOWS AND DOORS I EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA 4 W zo. �_ < co Iw1nU1I._ - ww
EFFECTIVE ZONE DESIGNATION 2x4 NO.2 SPF 16 16 16* 16 16 12 12 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. DTT2Z KINGMACK GROUP BOTTOM CONNECTION z W �_ Ul 0 w �- I I w 0 z L3
zw jmm �- Pmzw < L
3
1 MST 4
WIND AREA �j IZ-Interior Zone(pso EZ-End Zone(pso 0 16 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST _*_-tST LEVEL STUD GROUP:HOLDDOWN REQUIRED AT BASE OF STUD GROUP U) �- I._ 0401wozi-Llol
U_ 0 (2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. < ZI- z L - Ox ., 0
0 _j 2ND.LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD 0 w CL I 0� w 0 <
0-20 ft2 +18.24 -19.79 +18.24 -24.42 0 U_ 2x6 SPF STUD '16 16 16 16 16 16 16 16 16 16 GRO UP TO 1ST LEVEL STUDS/HEADER/BEAM. w 00 :3 w
w
Z X W 0 nI.- 0 - ILL 0
cr_ E9 < 0: (Jrjz wz1n0 < 2w
TABLE 8: SPECIFIED SW WALLS z - - < pwUj_ mLq
+17.36 -18.91 +17.36 -22.67 2x6 NO.2 SPF 16 1 16 16 0 W z
21 -50 fl? 6 16 16 16 16 16 16 1 '1 NUMBER OF HOLDDOWNS/ST RAPS AT BASE OF KINGMACK GROUP Lij Fx I` L3 < LL
NOTES 1,2,3,4 w W z x 4 W z
w w 0� 0�wy �- ELJ :IU3 * ww -
51 -100 if +16.31 -17.86 +16.31 -20.56 NOTES: Z Z w W ao� z z 11-- z 0 1.- z
1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, ONLESS NOTED OTHERWISE ON HEADER FRAMING KEYNOTE CALLOUT Z-� 0 - 0. U 0 L9 < w 0
0 E 0 Z >. LL U] Uj I Z z I -
101 -200 If +15.50 -17.05 +15.50 -18.94 PLAN. (2)2x10-1 2 0 - I-- �-
NUMBER OF KING STUDS EACH SIDE OF OPENING Z z 0 < mz - m< I_ z3: j 4
Lu W w _j - W :3 U] W < a I- CJ
2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGF T. END STUD GROUPS w ZEIZLOWLJ �_ . IM L3 _
VINYL SOFFIT MAX PRESSURE(ps� +17.4 -23.2 3. ( )STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE NUMBER OF JACK STUDS EACH SIDE OF OPENING < I < z >_ zI < 1Jwm 0 W < LL
DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZONE LOCATIONS. SWTYPE NUMBER OF STUDS C) l._ �- Izpl._ vDzw0 I_ �- E
Z U 4 0 0 1 W Uj Z
SEE FRAMING PLAN SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP)OR WSP OWZ3: 100 -i
GARAGE DOOR PRESSURE TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTEI`4E1_x%j IN SW1,SW2,SW3 2 M - ZCJLI
0 ul� cqlw < o I
NOTES 1,2,3,4 SW4 3 0 _j
NUMBER OF PLIES IN HEADER LL
DIAM ER LENGTH PRESSURE TREATED LUMBER 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP 0 z SHEET NO.:
8dCOMMON 0.131" 2-Y21' PRESERVATIVE FASTENER TYPE REQUIREMENT. ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT Uj 0 ST-1
(2)9 1/2" SL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING
8d RINGSHANK 0.113" 2-%of
ACZA STANDARD CARBON STEEL <
I Od x 1-Y2" 0.148" 1-Y211 NUMBER OF JACK STUDS EACH SIDE OF OPENING w STRUCTURAL
STAINLESS CONNECTORS AND END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ w 0
END ZONE KEY MAP 1 Od 0.131" 311 SODIUM BORATE(NOTE 1) 11TENERS REQUIRED. Sw MIN 36"BLOCK W/(20)10d TO END STUD -HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL,OR SYS420 SPECIFICATIONS
FA,
END ZONE:END ZONES SHALL BE TAKEN 10d COMMON 0.148" 311 DEPTH OF HEADER us 0 JOB NO.:
AS THE 1 ST 4.0'PER IRC FIGURE R301.2(7) 12d COMMON 0,148" 3-Y411 CO 4NECTORS MUST HAVE NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) )TA AT4838
16d SINKER 0.1 8" 3-Y411 ALL OTHER PT Z-N AX,G120 OR TRIPLE ZINC END STUDS CONNECTION(NOTES 5,6,Z) z <
11 (INCLUDING AGQ& MCQ) CO,kTED FINISH. 1 ST LEVEL 2ND LEVEL -i z SUBDIVISION:
16d COMMON 0.162" 3j/� ALL FASTENERS MUST BE HOT SWTYPE HOLD DOWN STRAPPING HEADER FRAMING 4c 0
DIPPED GALVANIZED. 2
NOTES: Swi DTT2Z MSTA36/CS18 1. ALLHEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 0 t= 0 Royal Palm
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. OTES: STAGGERED. Im _j
SW2 HTT4 2)MSTA36/CS18 E
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BO TE TREATMENTS BEARING ON 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREM& a 0
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BAR RIER ARE NOT DIRECTLY SW3 HTT5 (3)MSTA36/CS18 a SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. 0 (.) <
4c a . LOT NO.:
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 HDQ8 (4)MSTA36/CS 18 a ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE,HEADER SILL,CRIPPLES, ETC.) (c Z
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. COMMON @ 3"O.C. 449C z 19
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF *EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; >_
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE I L I L 1. BOTTOM PLATE ANCHOR SPACING(NOTE 71 MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE fc (D FLOOR PLAN:
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. IP4 H SWTYPE MAX ANCHOR SPACING *NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 0 Sailfish 1560-A
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 0 ,WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYP _j
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. Swi 48"O.C. SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 0
3. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.,STAGGERED ALONG Z DESIGNED:
CONCRETE AND FOUNDATION NOTES SW2,SW3,SW4 24"O.C. 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS. Ul 2:
5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. UJI 0 AKR/JML
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). w
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 6. UNO ON PLAN,MIN(1)SDWC1 5600 TOP PLT TO KING STUD AND(1)SDWC1 5450 KING STUD TO BO M P REVIEWED:
3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTMA615 GRADE 40 DEFORMED BARS(UNO). CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS IRS I x
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP.24"LONG#4 BAR IS RECOMMENDED TO BE FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. cc w DBM
INSTALLED AT ALL REENTRANT CORNERS. NOTES: 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR m
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WJVF. FIBER LENGTHS S-iALL BE 1/2 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 OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: < REVISIONS DATE
e TOP PLATE TO HDR W/SDWC1 5600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5 X
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. *SPH w/(12)1 0d x 1-Y2"@ 16"O.C.OR
4.0 FT CERTIFICATION OF COMPLIANCE WIEN REQUESTED BY THE BUILDING OFFICIAL. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. o DSP w/(14)10d x 1-Y2"@ 16"O.C.OR
1 ST FLOOR ENDZONE 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOWAND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT *FASTEN TRUSS DIRECTLY TO HCADER w/MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY EOR). 00
(TYP) F DESIGNATION 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARI 4G CAPACITY OF 2,000 psf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. 0
ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGAN;C h ATERIAL AND COHESIVE SOILS.COMPACT 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS w
THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S 5. 2ND LEVEL"SW'SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: NOTE 6(APPLICABLE TO ALL)
RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. e HOLD DOWN WITH FULL-HEIGk 1"DIA. ROD TC SLAB. END STUDS TO BE CONTI NOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB.
2 r__ 0
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS 9 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTEDAST LEVEL STUD GROUP TO SLAB WITH HOLD CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH-U360 FLEXIBLE FINISH-U180 w
LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL%9 OIL TREATMENT FOR PREVENTION OF DOWN. (NOTES 1,2) MAXIMUM 11' MAXIMUM 11' m
SUBTERRANEAN TERMITES. 6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. PLATE HEIGHT PLATE HEIGHT <
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. GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 (2)2x4 z
RECORD IF THIS CONDITION EXISTS. U)
10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB INA 15'x15'GRIDvv1THIN 12 HOURS OF C)NCRETE PLACEMENT. CONTACTEOR 0 D
FRAMING NOTE�S 0 GREATER THAN 75"UP TO 111 (2)2x6* (3)2x4 0
FOR ALTERNAT!VE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. z GREATER THAN 111" FLOOR PLAN SEE FLOOR PLAN STRUC RAL E INEERING
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 SEE
x
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN APPLICATIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 (2)2x4
ALONE,CONTACT THE ENGINEER OF RECORD. 81 CD
THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANIF(TYPICALLY-I-"TO I'GREATER THAN SPECIFIED W_
16 0 GREATER THAN 75"UP TO 111 (2)2x6- (3)2x4
PRE-ENGINEERED TRUSSES & I-JOISTS ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. 0
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN 0 B m
EPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE I %%
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES D 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND
%1% *�GEN
SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 1. FOR OPENING WIDTHS GREATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN(6)10d
ANSIITPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET DETAILED BY OTHER. TOE-NAILS AT EACH END. .0
ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER 0 71 7 00
3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. _j 0.
CONSTRUCTION IS COMPLETE. LISTED IN FLORIDA BUILDING CODE TABLE 2304.9.1. 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x-PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH(3)10d 0
2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. TOE-NAILS AT EACH END. z
Z 13
CONVENTION OF THE LAYOUT SHOWN HERE. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8-O.C.STAGGERED. 4. FOR PLATE HEIGHTS ABOVE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. 00 0 :44/
.-53 T OF
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 5. (-)HEADERS DESIGNATED WITf I AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. S 04
0 - %
00
LLJ '00
WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 6. IN SITUATIONS WHERE PLATE HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING 41 N
4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. DEPTH ADEQUATE FOR PLANK ORIENTED HEADER TO BE INSTALLED,GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT 4 0 R
x
RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS S OP DRAWINGS MAY BE DISREGARDED. 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING&BOT70M OF HEADER SHALL BE FASTENED W
5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN,UNO. TO BOTTOM OF HEADER WITH(2)ROWS 0.131"0 X 1Y2"EMBED INTO HEADER @ 8"O.C. STAGGERED. 0- /ON A\-
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE < DereP6!MdkW,)kE.
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. METAL CONNECTOR ENGINEERING P.E.No.71457
09-07-2016
4"CONCRETE SLAB W/ NO 4 OR NO 5 @18"O.C.
6x6 W1.4 x W1.4 WWF OR (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF 4"CONCRETE SLAB W/ 4"CONCRETE SLAB W/9"BEND @ BOTTOM 4"CONCRETE SLAB W/ GENERAL FOUNDATION NOTES
OR FIBERMESH 6x6 W1.4 x WIA WWF OR W/6x6 W1.4 x WlA 6x6 W1.4 x W1.4 VWVF EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE ISASSUMED TO HAVE
FIBERMESH FIBERMESH WWF OR FIBERMESH VARIES OR FIBERMESH
-A — &— __- — 1 16 A . j� U-0"A.F.F. 8"MIN 0'-0"A.F.F. A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH
8"MIN ---------- ------ ---I------- ------------ mr, SEE ARCH. I v
I/ A A 4 &-------- ------------- ___FSEE ARCH. EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL
A A
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Nv < 4 28"MAX _jDWGS. 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
2811 MAX Y/\
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CONTRACTOR'S RESPONSIBiLITY TO CONFIRM THESE ASSUMPTIONS.
N
8"MIN
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Id / \ x/\,I
-12"MIN V 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
VAPOR BARRIER 411
v...
SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
1611 81 VAPOR BARRIER /T FOUNDATION WORK MAY BE REQUIRED.
VAPOR BARRIER 8"x8"THICKENED 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
I FTG AT%c TEP-DOWN, � - -I ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL
FOOTING TO BEAR ON IC I- -I — VAPOR BARRIER OPT. EXTENSION IN BRICK VAPOR
FIRM UNDISTURBED SOIL 6"OPT. EXTENSION IN BRICK SEE PLAN LOCATIONS ON FND PLAN BARRIER PLANS FOR LOCATION OF SLIDING GLASS DOORS.
LOCATIONS ON FND PLAN BEARING WALL FOOTING SECTION 12"UNDER 1 STORY WALL 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. 0
WITH(2#4 OR(2#5 CONT SEE DETAIL SHEETS FOR ALTERNATE ST EMWALL SECTIONS. 0
12"UNDER 1 STORY WALL 12"UNDER 1 STORY WALL 5. 24"LONG#4 BAR IS RECOMM EN DE D TO BE I NSTALLED AT ALL RE-ENTRANT 04
ADDITIONAL NO.4 OR NO.5 CURB STEP SECTION WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5 LO
WITH(2)#4 OR(2)#5 CONT BAR IN BRICK LEDGE BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. 1_:
04
WITH(3#4 OR(2#5 CONT OR
WITH(3)#4 OR(2)#5 CONT -71 (2#5 CONT
16"UNDER 2 STORY WALL 16"UNDER 2 STORY WALL
TYPICAL REINFORCING WITH(3#4 OR
BARS AT THICKENED
FOOTING,SEE PLAN GARAGE EXT WALL CURB SECTION BEARING CURB STEP SECTION FOUNDATION KEYNOTES: 0)
MONOLITHIC FOOTING SECTION 1 11 4
/—MIN 24"LONG#4 OR#5 5 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN C14
IF GROUND ADJACENT TO FTG SLOPES DOWN BAR SET AT MID-DEPTH N
AND AWAY FROM STRUCTURE STEEPER THAN 04
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CONTRACTOR HAS TWO CHOICES: RE-ENTRANT CORNERS WI(l),4*4 CONT _j
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE LL
OF EOR TO PREVENT EROSION OF SOIL. 12"DEEP FTG W/#4 @ 12" EW uj
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RE-ENTRANT CORNER DETAIL
(RECOMMENDED) 24"SWO"DEEP FTG W/
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PLAN VIEW, DETAIL TYPICAL @ ALL 0
RE-ENTRANT CORNERS 30"SQx2O"DEEP FTG W/ IT
641-11" (4#4 EW w
141-211 281-61 2214%
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1-STORY:8"x 16"W/(2)#4 OR(2#5 CONT a- PLAN
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CMU STEMWALL SECTION 0 SUBDIVISION:
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FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 _j
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS LL
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MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY LOT NO.:
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. z 19
0 FLOOR PLAN:
0 Sailfish 1560-A
0'-0"A.F.F. i
(BEYOND) 0
'IT U-BLOCK W/ Z DESIGNED:
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161-3@1 2 L CMU STEMWALL SECTION
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01-71' 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 0 No 7 457
211-2" 191-311 1 51-311 19'-311 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
0
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
641-1111 z
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. M 0:
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2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY A 0 F 0:44/
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4 OR I N
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FOUNDATION PLAN- 1 /4 METAL CONNECTOR ENGINEERING < P.E.No.71457
09-07-2016 _j
FRAMING KEYNOTES
(METAL CONNECT
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 VAULTEDTOP 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
BOTTOM CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C.
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR 04
DECK TO SW DBL TOP PLATE W/1 Od 3"0.C. LO
V_� 0
04
4. PORCH BEAM FRAMING NOTES (X�
v
C)
A..BEAM POCKET PORCH BEAMS AT TOP PLT ELEV 0)
NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL.
TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE.
C%4
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV 04
NOTE 4 PORCH BEAM TO TOP PLT W/MTS1 2 OR MSTA24. M
4x4 NO.2 SYP PT POST, _j
LL
(2)TOTAL N_�7777-777- C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV
w
(2)2x12 (2)2x1 2 WSP HDR-0/2 WSP HDR-0/2 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR,
MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR
>
MSTA24. z
0
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D. BEAM ATTACHED TO EXISTING FRAMING
F . ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS
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SHEATHING DETAIL."
(2)2x12 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL cNi
WALL SECTION SHEET.
ROOF GIRDER
w
6. HIGH UPLIFT CONNECTION:
2 2 STUDS 0 Ww TOP PLATE TO STUD W/(1)SDWC1 5600 @ 16"O.C.OR(2)SDWC1 5600
D
@ 24"O.C. U)
(-7
DTT2Z ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL
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NOTE 4— STUD"@ MAX 32"O.C.
O.C.OR
1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC 15450 @ 16' D
(2)SDWC15450 @ 24"O.C. 0
(2)2x6-1/1 3-1/2 WSP HDR-0/2
t
(2)2x6-1/1 7. PLANK-ORIENTED HEADER FRAMING
L
(2)2x6-1/1 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 <
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON a-
DETAIL SHEET.
z
B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH
0
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING.
WSP,HDR-OR'
C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY.
D
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT
OF PLANE WIND LOAD. Lf)
x 0
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0
FRAMING PLAN
0 JOB NO.:
(3)11'/8"LSL-2/3
AT4838
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-_------=-::-----F-7-
------------- -----------
GARAGE DOOR DESIGN L SUBDIVISION:
WIND LOAD(PSF): NOTE 8
0
+15.43/-17.24 Royal Palm
_j
WSP HDR-0/2 WSP HD�R-0/2 WSP HDR-0/2 1 WSP HDR-0/2
LL
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ST-6 t
LOT NO.:
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z 19
FLOOR PLAN:
0 Sailfish 1560-A
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0
Z DESIGNED:
SEE'TYPICAL PORCH
AKR/JML
SHEATHING DETAIL."
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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/1 Od @ 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 0
•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 B0170M 0
0
CHORD W/(3)ROWS 1 Od @ 4"0.C.STAGGERED. c1q
3. LEDGER FRAMING NOTES: LO
* FASTEN LEDGER TO FRAMINGITRUSS VERTICALS AT v__
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EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00
----------- ------- 24"O.C.SPACING)
e ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0')
LOCATIONS ON PLAN I
cy) IT Iq IT It It It IT 'R� IT 14* Iq CID N e SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER
c:1I CD (D C) C) C) C) C) o CD C:) CD CD CD CD CD CD CD CD C) C:) C) PROTECTION AGAINST CORROSION
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17 * IN ACCORDANCE W/FRC 507.2.1, EXTERIOR DECK N
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LEDGERS SHALL BE SECURE TO WALL FRAMING WITH
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
u_
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
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PT 2xl 2..............(9)16d COMMON
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PT 2x6................(3)Y4"x 4-Y2"LONG#14 MOD SCREWS
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ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX.
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• ALL E,41-IrERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING
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TYPICAL ROOF DECK. SEE TOP PLATE TO JACKIKING GROUP:
SHEATHING SPECS,SHEET STA (1)SDWC1 5600 SCREW AT OPENINGS 6'OR LESS.
36"<c<8' \�(2)SDWC1 5600 SCREWS AT OPENINGS BETWEEN 6-AND 8
TRUSS OR RAFTER TO TOP PLATE W/ SEE PLAN OTHERWISE
SDWC15600114STALLED FROM BELOW C
PLATE AS SHOWN IN INSTALLATION#1
BELOW.
H2.5AIT OR SDWC1 5600
WALL SHEATHING TO TOP PLATE W/8d JACK/KING CONNECYOR TO INSIDE
COMMON,SPACING PER TABLE 2 ST-1. GROUP FACE OF STUD
BETWEEN TOP OF WOOD PANEL AND
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TRUSS OR RAFTER TO TOP PLATE
TRUSS TO TOP PLATE W/
OPTIONS, UNO:
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•SDWC15600 INSTALLED @ INSIDE FACE
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OF PLATE AS SHOWN* TOP PLATE TO HEADER W/
H2.5A/T OR SDWC15600 @ HEADER JACKWING PROPERLY WIND LOAD RATED SOFFIT MATERIAL
SIMPSON SDWC1 5600 @ MAX TYPICAL
GROUP AND @ MAX 32"O.C.,SDWC MAY BE CONTINUOUS @ PERIMETER.SEE TABLE 1:COMPONENT TOP PLATE TO STUD W/ 32"O.C.(SEE HEADER EXTERIOR WALL
INSTALLED TO EITHER FACE OF STUD,SEE AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC1 5600 OR H2.5A/T TYPICAL FRAMING NOTES ON SHEET
INSTALLATION DETAILS BELOW EXTERIOR WALL 04
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DIA,x 212...MIN o SINGLE STORY-STUD TO BOTTOM PLATE *MAX 48"O.C.OTHERWISE HOLD-DOWN TO TOP OF WOOD
2 CONNECTORS
EMBEDMENT @ HEADER JACK/KING GROUPS AND @ PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE
APPROVED 32"O.C.W/(2)SDWC1 5450
WEDGEANCHOR o SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH
MASA TO SIDE OF 0
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for full values Splice may be in 30-, 10- W
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Do not install SDWC in a plate splice) plate DISTANCE 0 AT4838
hatched area 0 SUBDIVISION:
SDWC15600 Y2"MaX F +/-y4" W Royal Palm
0
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verhang top plate splice MIN Y2"EDGE
1 3 SDWC15600 for full values ISj <
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Note:Sloped-roof rafters may be sloped up to and including a SDWC1 5600 Rafter to Top Plate shown Qr'11A1 -19r-nn SDWC15600 (1)SDWC (2)SDWC
SDWC1560 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to Top Plate similar SDWC15600 Note:Stud-to-Bottom Plate shown.All other installations similar. z 19
SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD-TO-TOP PLATE SDWC INSTALLATION RANGE OPT.SDWC STUD-TO-SILL PLATE CONNE 0 FLOOR PLAN:
STANDARD SD\NC ROOF TO WALL MTAUATM C] STANDARD SU01C ROOF TO WALL INSIALLATM RANG1-= 2 OPT SMC INSTALLATION-TRUSSIRAFMR ALIGNED WITH STUD 12a OPT.SDVVC INSTAI-LATION RANGE 1 I(SIM FOR STUD TO TOP PLATE CONNECTION) 14 CONNECTION THROUGH NARROW FACE14a IAT NARROW FACE OF STUD 1121 THROUGH NARROW FACE AT FDN CT101 13 1 SDWC EDGE DISTANCE AND SPACING INFOR ION 0 Sailfish 1560-A
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METAL CONNECTOR ENGINEERING P.E. 1 7
09-07-2016
ROOF DECK
(1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
TRUSSES PARALLEL TO WALL: ROOF TRUSS OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
2x4 SPF(MIN) NAILER FASTENED OR RAFTER APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES.
TO DBL TOP PLT W/1 Od @ 3"0.C. 11 11 11 11
2x4 SPF(MIN)BLOCKING CONTINUOUS LATERAL RESTRAINT
BETWEEEN EACH TRUSS. (CLR). QUANTITY AND LOCATION
TRUSSES PERPENDICULAR TO WALL:
FASTEN TO BEAM W/1 Od DEFINED BY TRUSS SHOP DRAWING.
lo 2x4 SPF(MIN)BLOCKING @ 4"O.C.
BETWEEN EACH TRUSS. FASTEN
a a TRUSS TO PORCH
TO DBL TOP PLT W1 Od @ 4"0.C.
BEAMW/SDWC15600
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DO SO WITH OVERLAPPING BRACES N
36"LONG SPF SCAB W/(20)10d TO TRUSSES, RAFTERS LO
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0
CORNER STUD ONLY WHEN HOLD 2x WALL FRAMING OR BLOCKING W/8d LIKE THIS(TYP EVERYWHERE' I N::::��, 0
DOWNS ARE SPECIF!ED ON PLAN. COMMONS @ 3"EDGE, PORCH BEAM 04
12"FIELD. 00
2x-SPF CORNER STUDS PORCH BEAM TO POST: 0
WOOD STRUCTURAL (1)MSTA24 0)
SHEATHING POST TO SLAB: 4
ALTERNATE CORNER DETAIL ABU POST BASE ANCHOR TRUSSES NEEDING BRACING
OR DTT2Z
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TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) _j (n
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES LATERAL BRACING - MULTIPLE TRUSSES U-
UNLESS NOTED OTHERWISE. 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO).
2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z
NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0
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5. DESIGNED PER BCSI-133,2007. �e
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KING AND JACK STUDS
PER ENGINEERING cNi
GARAGE DOOR BUCK/JAMB NAILED
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12d CC NAILS @ 16"O.C. MAX _J6"MAX BRACE SUBSTITUTE
WEB MEMBER SPECIFIED ALTERNATE BRACIN U)
WEATHER STRIPPING/STOP SIZE CLR TORL SCAR
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T BRACE FASTENED TO C)
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GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR WEBWf10dAT6"O.C.
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GOAL POST ATTACHMENT,THE GARAGE SINGLE TRUSS BRACING D
DOOR SUPPLIER MAY SPECIFY A FASTENING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U)
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE 10
PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, V" x 0 z I
SPECIFICATIONS THROUGH THE GOAL POST. SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. !`�_ W W < - 0
WEB W/1 Od AT 6"0.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR IL 0 0 Z M
< :) T w 0 w L'. z
-IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. L, 0 1 Lj �- n w 0
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REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND LO V) 0 0 z Z En 0 L] U3 0:
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GARAGE DOOR JAMB DETAIL a6"MAX aT MAX aT MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. >. EL 0 z W _j - M _j "Az Z 0
W W - M < M < :3 W LL
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NOTED ON FRAMING PLAN. 0 �- I z p I.- se z w w �-
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—— LL SHEET NO.:
/ 1, FASTEN STUDS TO CORNER z
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- - - - - - 6' TRUSS TO TOP PLATE <
NAILS AT BOTTOM 24"OF STUD PER TYPICAL WALL w STRUCTURAL
JACK AND KING STUDS. SEE FOR CONNECTOR INSTALLATION SECTION, U.N.O. 0
PLAN FOR QUANTITIES. HTT5 CL DETAILS
EXTERIOR WALL PER ARCH. DRAWINGS
GARAGE RETURNS TO BE PLAN VIEW SHEATHING 0 JOB NO.:
FRAMED AS 24. AT4838
CRIPPLE STUD AT EACH <
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SUBDIVISION:
7
AT HEADE AT CORNER END OF HEADER SILL,
EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS AS SHOWN q Royal Palm
SIMPSON MSTA24. @ MAX 16"O.C.AS
IF] REQUIRED
16"O.C. <
FASTEN SHEATHING TO ---\ - 1 /-6, PER ARCH. DRAWINGS LOT NO.:
GARAGE RETURN STUDS, (3)STUDS MINIMUM AT X NO.2 SPF HEADER SILL
TOP PLATE,AND BOTTOM CORNER EDGE NAIL SHEATHING--// z 19
@ WO.C.IN HATCHED >_
PLATE AS SHOWN W/8d FLOOR PLAN:
COMMON AT 3"O.C. AREA SHOWN AND MAX 36.5"R.O.
INSTALL(1)SIMPSON HTT5 AT ANY VERTICAL PANEL 0 Sailfish 1560-A
CORNER END OF RETURN. BREAKS ABOVE 0
DIA.ALL-THREAD W/2" 00 SEE ALTERNATIVE HOLDOWN WINDOW OPENING IF Z DESIGNED:
ROUND WASHER DRILLED '9 ANY ARE PRESENT D D
OPTIONS IN NOTE BELOW. _17
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CONCRETE W/7"EMBED _j
M LLI
I'- REVIEWED:
INSTALL(1)SIMPSON HTT5 X
AT HEADER END OF BOTTOM PLATE uj DBM
RETURN,AS SHOWN. SEE < REVISIONS DATE
ALTERNATIVE HOLDOWN . . . . .
OPTIONS IN NOTE BELOW.
z z
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ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: INDICATED ON PLAN LL
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METAL CONNECTOR ENGINEERING P.E.No.71457
09-07-2016
BUILDER:
TCI, Inc.
SUBDIVISION:
OFFICCopy Royal Palms
E LOT NUMBER:
19
MODEL:
1560 Sailfish A
14'2"— 7' 21'5" 22'4" 1 DESIGNED/CHECKED:
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J04 � T09 This drawing is not sufficient
27 alone for installation.
J04 T09 Additional instructions
J04 VALLEY
-14'- Iz T08 accompanying this drawing,
J04 BY BLDZ including BCSI-131, should be
J04 T07 used in conjunction with the
I/ .—T10 architectural and structural
J03 SIDES VAULT plans during installation. If
ER 2LAULT =—T11 BCSI-131 has not been
J02 �AEDED q51 I VALIqLT shipped to the site with the
J01 T12 components shown on this
z if Z---v 44" Z 4 z Z 9 Z Z =—T13 page, please contact Apex
I I I 1 1 1619" Technology for a free copy.
Cl) C14 CN (0 16'9" Permanent bracing for the
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J04 1 3"— J04 resist wind, seismic, or other
7' CONVENTIC NALLY 7'
FRAMED lateral forces, and permanent
J03 — XMED J03
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60 ao J02 Go
J02 — 5/12 VAULT I-- elements, is the responsibility
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JA> APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200
DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX
ST-1......................STRUCTURAL SPECIFICATIONS
NOTES 3,4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-2......................FOUNDATION PLAN
ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN
Building Code 5th STUCCO AND DIRECTLY ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ST-3A....................1ST LEVEL ROOF FRAMING PLAN
Florida Building and Residential Codes, Edition(2014) 0 z ADHEREDSTONE MIN 15/32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(7/16"24/16 ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
INSTALLED HORIZONTALLY) Wt 8d COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE SIMPSON
Code for Design Loads (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
FASTENERS
ANSUASCE 7-10 < ST-5.......................TYPICAL WALL SECTION SHEET
X Uj
Uj x (8)Y4"x 1 Y2"SDS SCREWS (8)Y4"x 1 Y2"WS 1 5-GC ST-6......................SECTIONS AND DETAILS
ROOF LOADING!...............................................Cd=1.25 _j (n MIN�V16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL 1,2,3 IN STUD 1,2,3 WOOD SCREWS IN STUD (9)1 0d COMMON (9) 10d COMMON ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
< _j DTB-TZ. CS18 CS20 EACH END OF
TOP CHORD LIVE LOAD..................................20 PSF 0 _j ALL OTHER VENEER W1 8d COMMON: 6"O.C. EDGES AND FIELD(UNBLOCKED HORIZONTAL,PANEL EDGES); DTT2Z Y2"0 x 4 Y2"EMBED EPDXY Y2"0 x 4Y2"EMBED EPDXY EACH END OF
TOP CHORD DEAD LOAD................................7 PSF CL (NOTE 8) 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) OR SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP
BOTTOM CHORD LIVE LOAD (18)0.162"x 2 Y2"IN (18)0.162"x 2 Y2"IN LEGEND
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 15/32"32/16 SPAN RATED PLYWOOD INSTALLED NTH LONG DIMENSION 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAM/TRUSS (7)1 Od x 1 XF (7)1 Od x 1 Y2"
ATTICS WITHOUT STORAGE....................... 10 PSF TILE ROOF HTT4 -9/8"0 x 6"EMBED ANCHOR HTT45 V 0 x 6"EMBED ANCHOR MTS12 MTW12 EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL
L) z PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND EACH END
(NON-CONCURRENT) Lu - (NOTE 7) ALTERNATIVE FOR THE APPLICATION SHOWN U?
0 U) 8"O.C. IN THE FIELD IN CONCRETE IN CONCRETE UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL T_ 0
BOTTOM CHORD DEAD LOAD............... .........5 PSF W 04
U_ < MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION (26)0.162"x 2 Y2"IN (26)0.162"x 2 Y2"IN EOR ENGINEER OF RECORD 00
0 LU b SHINGLE AND METAL ROOF
0 M z PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" 1,2,3 STUD/BEAM/TRUSS TT4k2,1 STUD/BEAM/TRUSS (9)10d COMMON (9)10d COMMON
(NOTE9) HTT5 H MSTA24 MSTA24 EW EACH WAY 4
WIND LOADING................................................. Cd=1.60 O.C. IN THE FIELD. V 0 x 6"EMBED ANCHOR V 0 x 6"EMBED ANCHOR EACH END EACH END OSB ORIENTED STRAND BOARD 0
ASCE 7-10,3S GUST........................................ 130 MPH 2 IN CONCRETE IN CONCRETE 0)
FLOOR DECK SHEATHING: :S, 12"O.C.IN THE WISP WOOD STRUCTURAL PANEL I
BASIC WIND SPEED %2"T&G OSB OR PLYWOOD Wt 1 Od COMMON: 6"O.0 AT PANEL EDGE. (20)Y4"x 3"SDS SCREWS (24)3"WS IN STUD SYP SOUTHERN YELLOW PINE It
EXPOSURE CATEGORY.................................. B (NOTE 5) FIELD. IN STUD GROUP GROUP (13)1 Od COMMON (13)1 Od COMMON SPF SPRUCE-PINE-FUR 04
HDQ8-SDS3 zol 0 x PHD8 z MSTA36 MSTA36
BUILDING CATEGORY..................................... 11 PORCH CEILING BOARD SHEATHING: MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS Wt 8d 8 12"EMBED ANCHOR 8"0 X 12"EMBED ANCHOR EACH END EACH END CONT CONTINUOUS
ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. IN CONCRETE IN CONCRETE O.C. ON CENTER co
INTERNAL PRESSURE COEFF........................ 0.18 MIN'Xr,"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL VY/8d COMMON: 3" (38)16d SINKERS INTO (38)16d SINKERS INTO (11)1 Od x1 Y2"IN (11)1 Od A Y2"IN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4"WIDE, UNO.
C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SWDESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTANL PANEL EDGES), STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) LL
(NOTE 8) 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). STHD14 WET EMBED IN STAD14 WET EMBED IN HTS20 (11)10d x 1 Y2"IN HTW20 (11)10d x 1 Y2"IN LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE Ld
I PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. _j
FLOOR LOADING..............................................Cd=1-00 NOTES: CONCRETE CONCRETE STUD STUD SYS 42 PROPERLY RATED OPEN WEB HEADER _j
TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32"CATEGORY(32/16 SPAN RATING),USE 10d RING SHANK NAILS IN LIEU OF 8d RING (10)10d x 1 Y2"NAILS IN (10)16d COMMON NAILS (5)8d A Y2"IN (5)8d A Y2"IN >
TOP CHORD DEAD LOAD................................10 PSF SHANK NAILS. (0.148"x 3"LONG). LTT2 2 STUD LTS19 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS z
.............0 PSF OB Y2"0 x6"EMBED EPDXY HA8 (5)8d x 1 Y2"IN TOP RT7AT (5)8d x 1 Y2"IN TOP 0
BOTTOM CHORD LIVE LOAD............. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED Wt 8d GALVANIZED BOX NAILS. Y2"0 x6"EMBED EPDXY OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS U)
BOTTOM CHORD DEAD LOAD........................5 PSF OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AN SUPPLEMENTS OF (5)1 Od A Y2"IN (5)10d A Y2"IN I INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1-00 CURRENT APPROVED APAMANF.SPECIFICATIONS. ABU44 (12)16d COMMON NAILS PAU44 1 (12)16d COMMON NAILS H8 TRUSS RT8A TRUSS BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW
TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP V 0 x 7"EMBED EPDXY -5/8"0 x 7"EMBED EPDXY (5)10d x 1 Y2"IN (5)10d x 1 Y2"IN SPECIFICATIONS) C14
TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. TOP PLATE TOP PLATE 0
BOTTOM CHORD LIVE LOAD...........................0 PSF 6. '5/32"32/16 SPAN RATED OSI3 OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL (12)16d COMMON NAII IS (12)16d COMMON NAILS (9)1 Od A Y2"IN (8)8d A Y2"IN STRUCTURAL WOOD BEAM "It
BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, V 0 x 7"EMBED EPO)Y 1 V 0 x 7"EMBED EPDXY STUD STUD LLJ
MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE �V16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER ABU66 (12"EMBED AT GARAC.E PAU66 (12"EMBED AT GARAGE TSP 6)10d x I Y2"IN LFTA6 (8)8d x 1 Y2"IN III-
WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS DOOR RETURNS) DOOR RETURNS) PLATE PLATE FOUNDATION KEYNOTE CALLOUT Z)
A U)
DEFLECTION CRITERIA 7. 1/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD HU48, (14)16d COMMON W HD48, (14)16d COMMON IN (6)1 Od COMMON (6)10d x 1 Y2"IN
ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, '5/32"APA RATED OSI3 OR EQUAL MAY BE USED TOSUPPORT TILE ROOF. HUC48, HEADER HD481F, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE STUD COLUMN KEYNOTE CALLOUT
TL If 180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY Wt UNBLOCKED HORIZONTAL PANEL EDGES. HU28-2, (6)10d COMMON IN BEAM HD28-2, (6)10d COMMON IN BEAM (8)1 Od COMMON (8)1 Od x 1 Y2" i
TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN VIN LENGTH. HD28-21F IN STUD/HEADER STUD/HEADER 0
HUC28-2 NUMBER OF SDWC1 5600 CONNECTING TOP PLATE TO STUDS.
9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD
40'SPAN ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE 3TRUCTURAL HU410, (18)16d COMMON IN HD410, (18)16d COMMON IN (26)16d SINKER IN (28)16d SINKER IN
OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 E WITH ROOFING SPECIFICATIONS. HUC410, HEADER HD4101F, HEADER LGT3 WALL FRAMING LUGT3 WALL FRAMING 11 t4UMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS
MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANC HU210-2, (10)10d COMMON IN�l HD210-2, (10)10d COMMON IN (12)SDS Y4"x 2 1"IN (12)WS25 Y4"x 2 1' TO MATCH WALL FRAMING SIZE AND GRADE, UNO. <
TL/240 2 2
U) Q_
TL MAX TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) HUC210-2 BEAM HD210-21F BEAM TRUSS IN TRUSS 2 2 STUDS LU
(4)Y4"xl Y2"SIDS SCR (4)Y4"xlY2"WS1 5 SCREWS ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN z
NOTES 1,2,3 of W 0
WOOD I JOISTS............................................... LL/480 HGA1 0KT IN TRILISS/RAFTER HGA10 IN TRUSS/RAFTER SDWC14500,SDWC15600 NO USP EQUIVALENT 2 ANCHOR
TL/240 STUCCO FINISH-U360 FLEXIBLE FINISH-U120 (4)Y4"x 3"SIDS SCREWE IN (4)Y4"x 3"WS3 SCREWS IN BOTTOM OF STUD COLUMN CONNECTION
2" BEARING CONDITION WALL HEIGHT
TL MAX Y &STUD TYPE WALL HEIGHT TOP PLATE TOP PLATE *1 ST 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 0 >_ a
DIA. &EMBED SPECIFIED WEDGE DIA. &EMBED SPECIFIED COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. qt x 0
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD 16 16 12 - 16 16 16* 12 - I HD r- W W z 70
ON PLAN BOLT+ ON PLAN 0ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN W OF STUD COLUMN < - 0
FBC 1605.3.1.1. CJ 0 z x a Ul
2x4 NO.2 SPF 16 16 16* - 16 16 16 16 12 :1 In 0 W LL < Z
z NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 0 w w 0
0 It M 0 0 Ll 0 _j -
(2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 NOTES: LO z 0 M 0 w 0
U_ 16 1 1 r, _j M
TABLE 1 : COMPONENT AND 0 1. EPDXY ANCHOR EMBED FOR HO -DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2"A2"TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT >- EL 0 zwj --� ffijzzo
0 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 BOLT+IS AN ACCEPTABLE ALTER ATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLIDDOWNS. W W - a M < w < 0 W LL
0 M > a - �- 0 0 2
t4UMBER OF STRAPS CONNECTING HEADER TO JACK STUD ww 0 M w w Mw - 0
CLADDING DESIGN PRESSURES 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 2. REFER TO FRAMING NOTES THIS HEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. z 0. w W w _j 0 LL
i 1 11 - I I O� t- M �- >. w
3. PRODUCTS SELECTED USING SIN PSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION.PRODUCTS MAY BE SUBSTITUTED WITH W 0 M 0. Z w p Uj _j M z 0
2x4 SPF STUD 16 12 16 12 EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 STRAP CONNECTING HEADER TO JACK STUD U) z X [I CL >- w Ul En 0 z
I P < L9 in I w w U3 w LU
WINDOWS AND DOORS 4. IF CONNECTOR IS NOT LISTED AE OVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. DTT2Z < 0 w w 0 Ej w
F 0 16* 16 16 12 12 =K GROUP BOTTOM CONNECTION Uj �- in
EFFECTIVE ZONE DESIGNATION 2x4 NO.2 SPF 16 16 Z
Z F-
WIND AREA IZ-Interior Zone(ps� EZ-End Zone(psflI < 0 5. POSITIVE PLACEMENT GUN NAIL$,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST I ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP U) < z 0 1w ZLL 0
(2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. Z LL x
0 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD Z) C) W w a- I 0� Uj
0 _5 -'GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. 00 0� M W 0 Z 0 w
0-20 ft2 +18.24 -19.79 +18.24 -24.42 0 U_ 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 L9 < CJ W W w Z 4 1 w
w 1 - 0 - 1 0z
TABLE 8: SPECIFIW SW WALLS W z Z X 111- 0 0 �
21 -50 ft 2 +17.36 -18.91 +17.36 -22.67 16 16 16 16 16 16 16 16 16 16 UUMBER OF HOLDIDOWNS/STRAPS AT BASE OF KINGMACK GROUP LU LU z < p w w L± M
NOTES 1,2,3,4 w w z _x < Lj < M L z
w w U,
51 S: 'EADER FRAMING KEYNOTE CALLOUT w w z
100 ft2 +16.31 -17.86 +16.31 -20.56 NOTE -J, z E z z :1 �- �_ z
1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON 1 >- z< 0 - _ j000 < w ,
(2)2x10-1 /2 (D L9 0 0 Z �. L, W wl Z Z I t
00 ft2 UMBER OF KING STUDS EACH SIDE OF OPENING Z z
-2 -17.05 +15.50 -18.94 PLAN.
w w j 2 w p w F-
,=1 01 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. END STUD GROUPS f III w � 0 LO W L9 �- 2 0: LU CJ -
VINYL SOFFIT MAX PRESSURE(ps� +17.4 -23.2 3. 1(-)STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN NALL END ZONES TO BE QUMBER OF JACK STUDS EACH SIDE OF OPENING < j < z >- zj < Uww6Q �_ < i.L
4'END ZONE LOCATIONS. SW TYPE NUMBER OF STUDS C) 1zpI._ vnz w w �- i
DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4ZE OF HEADER(ALL HEADERS TO BE NO.2 SYP) OR WSP Z 0 < 0 1 w 0 Z <
AN 0 w _j T Z 0 _j
GARAGE DOOR PRESSURE SEE FRAMING PL TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS" IN SW1,SW2,SW3 2 z
0 U cq1w < 0
NOTES 1,2,3,4 SW4 1 3 NILIMBER OF PLIES IN HEADER _j
U_
PRESSURE TREATED LUMBER 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP SHEET NO.:
E -N�GTH
DIAM REQUIREMENT. IGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT z
0 ST-1
8d COMMON 0.131 2-Y21 PRESERVATIVE FASTENERTYPE (2)9 1/2"LSL-1/2 MBER OF KING STUDS EACH SIDE OF OPENING
8d RINGSHANK 0.113" 2-13/8 STANDARD CARBON STEEL <
ACZA MBER OF JACK STUDS EACH SIDE OF OPENING STRUCTURAL
1 Od x 1-Y2" 0.148" 1-Y211 STAINLESS CONNECTORS AND END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ M 0
_HfADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, c M
0.131 311 MIN 36"BLOCK W/(20)1 Od TO END STUD OR S)942) om a- SPECIFICATIONS
END ZONE KEY MAP 10d SODIUM BORATE(NOTE 1) FASTENERS REQUIRED. swi M jy
END ZONE: END ZONES SHALL BE TAKEN 1 Od COMMON 0.148" 311 PTH OF HEADER M 0 0 JOB NO.:
< MIM
AS THE 1 ST 4.0'PER IRC FIGURE R301.2(7) CONNECTO IS MUST HAVE lag ra M 0
12d COMMON 0.148" 3-Y4 Z-MAX,G120 OR TRIPLE ZINC END STUDS CONNECTION(NOjEq_§,6 MBER OF PLIES IN HEADER(1 3A"WIDE UNO) M C " *" 0 AT4838
�7 0 <
16d SINKER 0.148" 3-Y4" ALL OTHER PT COATED FINISH. z q > :0 0
0.162" 3-Y211 (IN ING ACQ& MCQ) ALL FASTENERS MUST BE HOT SW TYPE 1 ST LEVEL 2ND LEVEL HEADER FR ING -4 SUBDIVISION:
16d COMMON HOLD DOWN STRAPPING _1 (D
I DIPPED GALVANIZED. Swi DTT2Z MSTA36/CS18 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10di:4 . . � o 0 0 Royal Palm
NOTES: STAGGERED. M Z C) _j
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: HTT4 (2)MSTA36/CS 18 -4 LL
SW2 2. WSP HEADERS ARE OD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREME S: > . M
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W1 SODIUM BORATE TREATMENTS BEARING ON a 0 C) <
SW3 HTT5 (3)MSTA36/CS1 8 *SHEATHING TO CH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. 0
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE_NOT DIRECTLY """IW w 0 LOT NO.:
(4)MSTA36/CS18 9 ATTACH TO ALL F ING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 -4
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 HDQ8 COMMON @ 3"0 IOWA
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 0 z 19
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 9 EITHER TOP OR B OM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OP" 0
BOTTOM PLATE ANCHOR SPACING(NOTE 7j MUST BE EDGE N LED TO CONTINUOUS PLY OF PLATE M (D FLOOR PLAN:
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE IL .1 J1 9 NO.2 SPF HEADE ILL INSTALLED ABOVE OPENING Wt(1)CRIPPLE STUD
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. SW TYPE MAX ANCHOR SPACING
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 9 WALL SHEATHIN BOVE OPENING MUST BE CONTINUOUS( )R ER TYPI 0 Sailfish 1560-A
0
SECTION SHEET) ROM TOP OF PLATE TO HEADER BELOW( E OPENIN 0
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. ri Swi 48"O.C. )FR 'I R Z DESIGNED:
J 3. FASTEN ALL MULTI-P HEADERS TOGETHER WITH(2)ROWS 10d @ 8"0. GERE, G
SW2,SW3,SW4 24"O.C. Ak
CONCRETE AND FOUNDATION NOTES 4. FASTEN ALL HEADER' 0 KING STUDS WITH(3)8d TOE NAILS .
N ED,CONTACT ENGINEER OF RECORD. 0 AKR/JML
5. IF HEADER NOT SIDE. w
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 6. U NO ON PLAN, MIN(1) DWC1 5600 TOP PLT TO KING STUD AND(1)SDWC1 54 STU OTTOM E III- REVIEWED:
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). CONNECTION REQUIR EACH SIDE OF OPENING(NO CONNECTION REQUIRE NINGS ST x
3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). FLOOR HEADER WWHE 2ND LEVEL FLOOR SYSTEM IS ABOVE. LU DBM
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BARIS)RECOMMENDED TO BE NOTES: 7. TOP PLATE TO HEADE CONNECTION PER ONE OF THE FOLLOWING(NO CONN TI QUIRED FOR 121-
INSTALLED AT ALL REENTRANT CORNERS. OPENINGS 3 FT OR LE OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLO SYSTEM IS ABOVE: < REVISIONS DATE
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH T02 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 9 TOP PLATE TO H Wt SDWC1 5600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 0
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SWI,SW2,SW3,SW4,OR SWI3 ON THE PLAN. *SPH w/(12)10d x 1 2"@ 16"O.C. OR 4711
F 16"O.C. OR "n
4.0 F 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. *DSP w/(14)1 ONd x 1 >
1 SIT FLOOR S�ENDZONE 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT *FASTENTRUSSDI CTLY TO HEADER w/MTS OR HTS wt(14)10d x 1-1/2"(OR EQUAL APPROVED BY EOR). LIJ
(TYP) DESIGNATION RAL PLAN . 0
7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTU TABLE 9: PLA K-ORIENTED HEADER REQUIREMENTS M
ACCORDANCE WITH FRIC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT 4. SWB,-SEE"SWB-SPECIAL SHEARWALL DETAIL", LOCATED ON THE DETAIL SHEET. z
THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNE 'S OR CONTRACTOR'S 5. 2ND LEVEL"SW"SHEAR WALLS-ENID STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: NOTE 6(APPLICA.BLE TO A*)
RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. a HOLD DOWN WITH FULL-HEIGHT i"DIA. ROD TO SLAB.END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB.
2 STUCCO FINISH-U360 FLEXIBLE FINISH-080 0 0
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS e 2ND LEVEL END STUDS TO MATCHING IIST LEVEL STUD GROUP BELOW Wt STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD CONTINUOUS ROUGA OPENING WIDTH Lij
LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. (NOTES 1,2) MAXIMUM 11' MAXIMUM 11' 2
SUBTERRANEAN TERMITES. 6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. PLATE HEIGHT PLATE HEIGHT <
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. - z
co GREATER THAN 48" P TO 75" (NOTE 3) (2)2x4 (2)2x4
RECORD IF THIS CONDITION EXISTS. 3:
10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'xl5'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR 0
0 GREATERTHA 5"UPT0111" (2)2x6- (3)2x4
FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. FRAMING NOTES z 0 UCTURAL ENGINEERING
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 GREATER AN 111" SEE FLOOR PLAN IL SEE FLOOR PLAN
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN APPLICATIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO GREATER THAN 48" P TO 75" (NOTE 3) (2)2x4 (2)2x4
U) 0
8
ALONE,CONTACT THE ENGINEER OF RECORD. THE SPECIFIED DEPTH,IN A HOLE AS SPECIFIED BY MANF(TYPICALLY -tm TO!"GREATER THAN SPECIFIED
16 0 GREATER THANJ5"UP TO 111 (2)2x6- (3)2x4 LL
PRE-ENGINEERED TRUSSES & I-JOISTS ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. 0 <
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER N 111" SEE FLOOR PLAN SEE FLOOR PLAN
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTUF AL PLANS SHALL BE DESIGNED UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND
SUPERVISION OFA REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 1. FOR OPENING WIDTHS REATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN(6)10d
TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET DETAILED BY OTHER. TOE-NAILS AT EACH E
ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR L
STA OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ANE SHALL BE LEFT IN PLACE AFTER 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 2. WINDOWS WITH INTER DIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS.
CONSTRUCTION IS COMPLETE. LISTED IN FLORIDA BUILDING CODE TABLE 2304.9.1. 3. FOR OPENING WIDTHS SS THAN 48",ASINGLE 2x PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH(3)10d 14�
RING LOCATION AND NAMING E
2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING,B 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. TOE-NAILS AT EACH,
CONVENTION OF THE LAYOUT SHOWN HERE. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. 4. FOR PLATE HEIGHT%' A VE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT.
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 5. (-)HEADERS DESIGNA D WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING.
WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 6. IN SITUATIONS WHERE LATE HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING
4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATI )N DURING THE DESIGN OF THE UPLIFT 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. DEPTHADEQUATEFO LANK ORIENTED HEADER TO BE INSTALLED,GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT
RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DWWINGS MAY BE DISREGARDED. 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR OF PLANE WIND LOAD ANY SHIM MATERIAL BETWEEN TOP OF OPENING&BOTTOM OF HEADER SHALL BE FASTENED N
I�V
E)L
*ik
5. CONNECT ALL TRUSSES To TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN,UNO. TO BOTTOM OF HEADE WITH(2)ROWS 0.131"0 X 1 Y2"EMBED INTO HEADER @ 8"O.C.STAGGERED. y P.E.
RAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE <
cn
F+17 36
1 6-31
+1 5.50
Am
APEX
S
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTU METAL CONNECTOR ENGINEERING pv.' o.71457
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIG N CRITERIA,THIS SHEET. 09-07-2016
611
4"CONCRETE SLAB W/ 4"CONCRETE SLAB W/ 4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. 4"CONCRETE SLAB W/
6*6 W1.4 x W1.4 WWF OR (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF 6x6 W1.4):W1.4 WWF OR W/6x6 W1.4 x W1.4 W/9"BEND @ BOTTOM 6x6 W1.4 x W1.4 VWVF GENERAL FOUNDATION NOTES
FIBERMESH OR FIBERMESH .4 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
FIBERMESH A, 01-011 A.F.F. WWF OR FIBERMESH VARIES .. . OR FIBERMESH 01-0"A.F.F. A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH
8"MIN
- ----- TSEE ARCH. EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL
8"MIN ---------- . . -.- ___<_ ,SEE ARCH.
7
.4
MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
28"MAX
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
DWGS. 28"MAX AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF
JDWGS.
7//\\�\/Ox 81,MIN K
"1-12"MIN.)
XA A I
VAPOR BARRIER 12"M 1 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
VAPOR BARRIER VAPOR BARRIER FOUNDATION WORK MAY BE REQUIRED.
1611 8"x8'THICKENED 811
FTG AT STEP-DOWN, ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL
FOOTING TO BEAR ON 611 OPT. EXTENSION IN BRICK SEE PLAN VAPOR BARRIER 6"OPT.EXTENSION IN BRICK —VAPOR PLANS FOR LOCATION OF SLIDING GLASS DOORS.
LOCATIONS ON FND PLAN BARRIEF,
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN BEARING WALL FOOTING SECTION 12"UNDER 1 STORY WALL 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
3 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS.
12"UNDER 1 STORY WALL 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CN
ADDITIONAL NO.4 OR NO.5 CURB STEP SECTION WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 16"UNDER 2 STORY WALL CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. LO
WITH(2)#4 OR(2)#5 CONT 4 BAR IN BRICK LEDGE WITH(3)#4 OR(2)#5 CONT
BAR IN BRICK LEDGE
16"UNDER 2 STORY WALL _j
I I I c\I
16"UNDER 2 STORY WALL TYPICAL REINFORCING WITH(3)#4 OR(2)#5 CONT C9
WITH(3)#4 OR(2)#5 CONT BARS AT THICKENED It i
BEARING CURB STEP SECTION't'
FOOTING,SEE PLAN
GARAGE EXT WALL CURB SECTION- 6 FOUNDATION KEYNOTES:
MONOLITHIC FOOTING SECTION- qq
MIN 24"LONG#4 OR#5 5 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN C14
IF GROUND ADJACENT TO FTG SLOPES DOWN BAR SET AT MID-DEPTH CN
04
AND AWAY FROM STRUCTURE STEEPER THAN OF SLAB,TYP ALL 8"x8"DEEP THICKENED EDGE cy)
V-0"VERTICALLY PER 31-0-1 HORIZONTALLY, RE-ENTRANT CORNERS W1(1#4 CONT
CONTRACTOR HAS TWO CHOICES: _j (n
LL
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE
OF EOR TO PREVENT EROSION OF SOIL. 12"DEEP FTG W/#4 @ 12" EW uj
2. USE STEMWALL FOOTING UNDER BOX COLUMN, FTG TO BE _j
PROJECTED MIN 6"AS SHOWN >
HOUSE SD�Bj z
16"SQxl 2"DEEP FTG W/ 0 0
(3W4 EW
RE-ENTRANT CORNER DETAIL
24"SQx2O"DEEP FTG W/ <
(RECOMMENDED) (3)#4 EW
PLAN VIEW, DETAIL TYPICAL @ ALL CNF
0
RE-ENTRANT CORNERS 30"SQx20"DEEP FTG W/ It
64'-11 (4#4 EW uj
141-211 28-1-55" 221-411
36"SQx20"DEEP FTG W/
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101-611 (4)#4 EW
61-211 8'-0" 61-611
48"SQX24"DEEP FTG W/ 0
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1-STORT:8"x 16"W/(2)#4 OR(2)#5 CONT PLAN
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0 AT4838
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CMU STEMWALL SECTION SUBDIVISION:
1- SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 0 Royal Palm
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 _j
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS LL
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <
7 LOT NO.:
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. z 19
FLOOR PLAN:
0'-0"A.F.F. 0 Sailfish 1560-A
(BEYOND) 0
It — - U-BLOCK W/ Z DESIGNED:
411 FL TING CONCRETE CN (1)#5 CONT 1:
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OR FIBERMESH z w
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L _@j TOTAL _J L L __1 L 2--�STO : 10"x20"W1(3)#-40R(2)#5CONT OFFICE. COPY U-
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V-71
21-8111 2 8'-7" 71-11" 2-9" 21-91' 71-11" V-711 CMU STEMWALL SECTION
2 16'-3"
F" 01-7 1 SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
191-311 01-711
21'-2" FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
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of 11011
1 /4 < J1.1mbrray P.E.
FOUNDATION PLAN P.E. No.71457
METAL CONNECTOR ENGINEERING
09-07-2016
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
BOTTOM CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C.
0
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR
DECK TO SW DBL TOP PLATE W/1 Od 3"O.C. LO
04
4. PORCH BEAM FRAMING NOTES
cx�
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV 0
0)
NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. I
TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE.
c*4
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP P!_T ELEV N
NOTE 4 PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. ce)
4x4 NO.2 SYP PT POST, ------
U_
(2)TOTAL 7777-7�77-777777; C. POST DOWN PORCH BEAMS ABOVE TOP PILT ELEV
(2)2x12 (2)2x12 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR Lij
WSP H�DR-0/2 WSP HD=R-O/2 PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, _j
_j
MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR
MSTA24.
z
D. BEAM ATTACHED TO EXISTING FRAMING U)
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS
SEE"TYPICAL PORCH lie W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. <
SHEATHING DETAIL."
(2)2x12 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL (14
WALL SECTION SHEET. 0
ROOF GIRDER 11,
_717 7=- :=7- =_7 -J
LU
6. HIGH UPLIFT CONNECTION: I-_
2 2 STUDS Aouwj *TOP PLATE TO STUD W/(1)SDWC1 5600 @ 16"O.C. OR(2)SDWC1 5600 0
(7 0,, @ 24"O.C.
DTT2Z w *ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL U)
NOTE 4 STUD"@ MAX 32"O.C.
1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC1 5450 @ 16"O.C. OR
(2)SDWC1 5450 @ 24"0.C.
(2)
-7
-0/2
(2)2x6-1/1 f/ F 2x6-1/2 WSP HDR (2)24-1/1
7. PLANK-ORIENTED HEADER FRAMING
(2)2x6-1/1 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35
<
EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON
------ --------- CL
DETAIL SHEET.
z
B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WIT H
HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING .
WSP HDR-w� C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY.
STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT
OF PLANE WIND LOAD.
U')
x 0
W W Z 20
8. BALLOON FRAME FRONT ENTRY DOOR WALL TO MATCH 0
0. rj
CEILING VAULT W/2x6 @ 16"O.C.
0 Z M
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JOB NO.:
(3)11 7/8"LSL-2/3 2�4-1/�\
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F
C"GE DOOR[*SIGA 0 SUBDIVISION:
L------------J
WIND LOAD(PSF): NOTE 8 1
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+15.43/-17.24 1
WSP HDR-0/2 WSP HDR-0/2 WSP HDR-0/2 WSP HD�R-0/2
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ST-6 L--------------
--------------------------------------------------------
-------------- LOT NO.:
NOTE 4- NOTE 4
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FLOOR PLAN:
Sailfish 1560-A
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2x10 (2)2xio
(2)
0
DESIGNED:
SEE'TYPICAL PORCH
AKR/JML
SHEATHING DETAIL."
LLI
REVIEWED:
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(2y2:x1U -(2)Z(10 F 1 i LLI DBM
------- -- ------- ----- -
44IK4"A-
REVISIONS
------- < DATE
4x4 NO.2 SYP PT POST,
(6)TOTAL
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F_ T TURAL ENGINEERING
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FIRST LEVEL STRUCT UXI"VL FRAMING PLAN 1 /4'
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CL Derek B. Murray,P.E.
METAL CONNECTOR ENGINEERING < P.E. No.71457
L 09-07-2016
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
e SHEAR PANEL TO SW DBL TOP PLT Wt 10d @ 3"O.C.
*FLOOR DECK TO SHEAR PANEL Wt 1 Od @ 3"O.C.
e 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
o 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 0
CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED.
c1q
3. LEDGER FRAMING NOTES: LO
FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT lr-:
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX CN
21-5" 22,4" 24"O.C.SPACING) 00
------------------ 141211--- 7 4
o ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0
0)
LOCATIONS ON PLAN
It Nr 1-T It Iq It WIT IT IT IT 9T IT It It IKT co e SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER
C) C) CD CD 0 0 CD C) C) C> CD CD 0 CD C) CD CD 0 C) C) C) C) PROTECTION AGAINST CORROSION c1q
CN
0 IN ACCORDANCE Wt FRC 50 7.2.1, EXTERIOR DECK 04
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH cy)
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
—-------- FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
LL
LLF
i0i
J 0 1
ROOF FRAMING LEDGER:
2x6....................(4)12d COMMON
>
2x8....................(6)12d COMMON
z
2xl 0..................(8)12d COMMON
0
2xl 2..................(10)12d COMMON
U)
J02 J02
FLOOR FRAMING LEDGER(W/NAILS):
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J03
J03 PT 2x6................(3)16d COMMON
PT 2x8................(5)16d COMMON
C4
PT 2x10..............(7)16d COMMON
PT 2xl 2..............(9)16d COMMON
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MTS12
/Y FLOOR FRAMING LEDGER(W/SCREWS):
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VO :D
PT 2X6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS
7: 7�_=___ %_- -L
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T02
PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS
T�l
LONG#14 WOOD SCREWS
PT 2xl 0..............(7)Y4"X 4-Y2
PT 2xl 2..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
T03
i0i
V, C) CD CD
4. OVERFRAMING NOTES
ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. CC
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ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN.
T04
J05
FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER Wt(3)16d
7
z
COMMONS MIN.
1U
S26 0
EACH RAFTER TO"SLEEPER"Wt SIMPSON H3 UPLIFT
JO 1 T05
CONNECTOR. F_
x ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
CD
FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
LO
RAFTER WHERE APPLICABLE Wt(5)10d COMMONS MIN.
T06
J02
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ww
0
EL Ej 0
RAFTER SPAN SCHEDULE z M M
:3 Ln 0 W LL < Z
O.C. will-- 0 wo
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M 0 0 z 0 w 0 w
j_ _ T07 LUMBE
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C) j M w z z 0
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2x6 2x8 2xl 0 2xl 2 w w -
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121-611 151-101, 181-9f' 221-111 0 IL >- w El U] �
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101-211 12'-11 164" 18'-0" w z
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CEILING JOIST SPAN SCHEDULE
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2x8 2xl 0 0
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2X4 2X6 1 >. Z< _ _ Lu00 < w
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10 L.L./5 D.L.#2 SYP
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Al 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY SHEET NO.:
--------------------- z
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BUILDER IN ACCORDANCE WITH FRC R302.12.
0
ST-3A
6. CONVENTIONAL FRAMING NOTES
7:7---
4. <
T11 SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR
LO
J02 SPAN CHARTS AND ADDITIONAL NOTES.SPAN CHARTS MAY BE ROOF FRAMING
0
R USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN.
ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE.
PLAN
T12
_X
ALL UNSPECIFIED RIDGES ARE CONSIDERED NON 0 JOB NO.:
i0i
STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE
7 7_ AT4838
SUPPORTING STUDS OR UPLIFT CONNECTORS.
<
-------------
T 13 ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
-----------
SUBDIVISION:
SUPPORTED RAFTERS.
16191# Z------------------------------- ------------------- 161911 FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER 0
0 Royal Palm
N CN WHERE APPLICABLE W/MIN(6)10d
C) CD 0 1 �:__7=77� 1--l'
----------- -- -------
'S --i T14 U-
REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS:
L---------- -
RAFTERS LOT NO.:
2x6 RAFTERS:(1)H2.5T TO TOP PLATE,(6)12d COMMON
----------
J04 J04 z 19
TOENAILS TO RIDGE/VALLEY.
0
SYP—- 0 -
x6 No., 2xf NO.12 S) P
2x8 RAFTERS:(1)H2.5T TO TOP PLATE, (8)12d COMMON
FLOOR PLAN:
�AFTERI%j 16-C C. RA:TERS i O.C. 0
TOENAILS TO RIDGENALLEY.
J03 41, J03 2x10
Lu
u') TOENAILS TO RIDGENALLEY. 0
NCTE 7--, N01 =7 Z DESIGNED:
co CEILING JOISTS
J02 x J02
C14 2x JOIST:(3)10d COMMON TOENAILS TO TOP C) AKR/JML
X i
CN
PLT/RAFTERS. w
04 REVIEWED:
TJI CLG.JOIST:(3)1 Od COMMON TOENAILS TO TOP
A
R\1 101 PLATE/RAFT x
i0i ERS.
w DBIVI
7. BLOCK ALL HORIZONTAL PANEL EDGES OF OSB CEILING REVISIONS DATE
----------------------------- -- <
SHEATHING IN LOCATION SHOWN
---------------- -------- --------- __N1
co cv) M
C) C� C) CN CN c\I CN CNJ CN cq 04
C) C) VO
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----—--------------------------- —-------------------------------------------
------------------------------------------------------------- 0
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2
TRUSS GINEERING NOTES: <
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• UNLESS PECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0
TRUSS TOP PLATE CONNECTIONS SHALL BE ACCORDING TR URAL ENGINEERING
TO THE PICAL WALL SECTION SHEET.
C)
• ALL EX RIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING
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if 19019
OFFICE COPY
FIRST LEVEL ROOF FRA 1 /4
MING PLAN
N'
w e. L.,
101-
T
cn
APEX
Z
< JM'Way,P.E.
METAL CONNECTOR ENGINEERING . . No.71457
09-07-2016
TYPICAL ROOF DECK. SEE TOP PLATE TO JACK/KING GROUP:
SHEATHING SPECS,SHEET STA (1)SDWC1 5600 SCREW AT OPENINGS VOR LESS.
36"<c<8' 1�(2)SDWC1 5600 SCREWS AT OPENINGS BETWEEN 6'AND 8'
TRUSS OR RAFTER TO TOP PLATE W/ SEE PLAN OTHERWISE
SDWC1 5600 INSTALLED FROM BELOW C
PLATE AS SHOWN IN INSTALLATION#1
BELOW.
JACK//K1 G H2.5A/T OR SDWC15600
WALL SHEATHING TO TOP PLATE W/8d CONNECTOR TO INSIDE
GROUP FACE OF STUD
COMMON,SPACING PER TABLE 2 ST-1. FACE
BETWEEN TOP OF WOOD PANEL AND
CENTER OF FASTENERS.
04
TRUSS OR RAFTER TO TOP PLATE TRUSS TO TOP PLATE W/
OPTIONS, UNO: C14
•H2.5AIT SDWC15600 OR H2.5A/T TRUSS OVER HEADER: 0h . . . . . .
INSTALLED @ INSIDE FACE
•SDWC15600 OF PLATE AS SHOWN* TOP PLATE TO HEADER W/
H2.5A/T OR SDWC15600 @ HEADER JACK\KING PROPERLY WIND LOAD RATED SOFFIT MATERIAL SIMPSON SDWC1 5600 @ MAX TYPICAL
GROUP AND @ MAX 32"O.C.,SDWC MAY BE CONTINUOUS @ PERIMETER.SEE TABLE 1:COMPONENT TOP PLATE TO STUD W/ 32"O.C.(SEE HEADER EXTERIOR WALL
INSTALLED TO EITHER FACE OF STUD,SEE AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC15600 OR H2.5AIT TYPICAL CN
FRAMING NOTES ON SHEET
INSTALLATION DETAILS BELOW EXTERIOR WALL STA FOR ALTERNATES)
�STUD�SPAC�ING P�ER T�ABLE�3MA�XIMUM
2x4 OR 2x6 STUD GRADE SPF OR ' STUD ALIGNED DIRECTLY
BETTER @ MAX 16"O.C. PER EXTERIOR WALL STUD SPACING. ROOF
PLAN BEARING ONLY. I *SEE INSTALLATION#2 BELOW BELOW TRUSS HEADER FRAMING U-
Ld
ALTERNATE SECTIONS AT ROOF
TYPICAL WALL SECTION ALTERNATE ROOF—TO—WALL CONNECTION
(SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) z
0
U)
0
e ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN Y2"36 KSI cli
0
SQUARE WASHER: //--MIN Y2"x`10"L-HOOK THREADED ROD MIN Y2"Ox 6"TITEN HD MIN Y2"Ox 6"TITEN HD MASA TO TOP OF It
*TWO STORY-STUD TO BOTTOM PLATE @ e EACH SIDE OF OPENINGS ANCHOR BOLT OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W/4 W
HEADER JACK/KING GROUPS AND @ 48" 9 WITHIN 12"OF END OF PLATE SEGMENTS DO NOT USE J-BOLT AT ADHESIVE(OR 1 Od x 1 Y2" Iiiiiiii
O.C.W/SDWC15450 APPROVED EQUAL) Z)
I"DIA,x 21...MIN 9 SINGLE STORY-STUD TO BOTTOM PLATE *MAX 48"O.C.OTHERWISE HOLD-DOWN TO TOP OF WOOD U)
2 2 CONNECTORS 2x4 BOTTOM PLATE
EMBEDMENT @ HEADER JACK/KING GROUPS AND @ PLATE 2x6 BOTTOM PLATE F,
APPROVED 32"O.C.W/(2)SDWC1 5450
WEDGEANCHOR e SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH
MASA TO SIDE OF 0
OR EQUAL @ 48" FACE OF STUD,SEE INSTALLATION 8d COMMON,SPACING PER TABLE 2,STA
Q-8"EMBED AT STEMWALL BOTTOM PLATE W/(31
O.C. MAX W/2" DETAILS BELOW 12"
BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10dxl
2
SQUARE WASHER MONOLITHIC
AN MONOLITHIC OR
D CENTER OF FASTENERS.
MONOLITHIC OR 4 <
STEMWALL FOOTING OOTING FOOTING ONLY MASA SET Y2"TO THIA
4 STEMWALL F INSIDE OF SLAB.
MINIMUM MAX Y4"GAP BETWEEN 1 -1-
8 z
PER PLAN APPROVED ADHESIVE
BOTTOM OF PANEL AND TOP OF SLAB. OR EPDXY ANCHOR MIN. 0
MIN.
MIN 1 411 MONOLITHIC
STEMWALL FTG PER 77
FOOTING ONLY U)
PLAN
NN x
z 20
0 SCR
DRILL & EPDXY 1" 0 SCREW ANCHOR IN EW ANCHOR IN W W
Y2 IL Lj - 0
0 Z M
La 0 W LL < z
EXTERIOR SHEATHING TO RESOLVE Y2" J-BOLT ANCHOR ANCHOR 2x6 BOTTOM PLATE 2A BOTTOM PLATE I MASAANCHoq LL 0 W �z �- 0 0 W 0
z j
U-) U] 0 0
WALL UPLIFT AND SHEAR AT SILL x
PLATE. TYPICAL, UNO. 'AL BOTTOM PLATE ANCHOR OPTIONS r-- a. a zwj :� Ejzzo
TYPIC < 1- wW 0 M < M < D W LL
d > - 11111 0 0 2
Ul W W En U1 0
z WW 0 W W
0 EL W
BOTTOM PLATE ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: [I M - Ii- M �- W z 0
TYPICAL WALL SECTION U) 0 a. Z W F W _j M 0 ZO
1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2%-0/4" U5 z M 0 a. >- W Ul M - W W
(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. LLl < a. P < 0W1WWWIii
IF 0 W 1 0
W z
NON-TYPICAL BOLT SPACING. REQUIREMENTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 Y2"NAIL PENETRATION INTO Z < j �- WjMMPI.- Wz < L
TYPICAL WALL SECTION NOTES: I Ir W -3
3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"O.C. Pressure < 0z 4 0 W 0 Z LL 1 0 7 0 0
1 ALL TOP PLATES ARE TO BE BUILT WITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED Iiii Z L (3 X _j
7.. treated sill OWWCLILT W :16 < lr
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 W
(UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. M W L] Z 0 Z
SPECIFIED INSTALLATION DETAIL L9 < 0 W 0 W W 0 < 1 W
ER CAPACIITIES. 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER
I 0z
1 STAND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTEN 0
2. �,4.A z x I-.
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND LLJ = 0 W �- Z < FWWLM -o
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). 30 SDWC1 5450 at sill plate conn W z X < W L3 < LL z
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR'-rYPICAL a ection LLI WW M < W Ili- 5 U W W
00 Finish:Black E-Coafm z W W I ni z z i Ii- z iiii z
WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR PLYWOOD MUST BE INSTALLED Opti 1 >- z< 0 - - j000 < W0
0 1-9 0z >. LLU] W1L :) � zz1 -
TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. Z z 0
Uj WW0 < Mz - M< Mz - I- ,-
j I - W :3 1--1 �: j <
Note:Sill plate anchor to foundation not shown for clarity. W 0 ED W LO W M EJ
0 1 Ij —
W LL
< Z >- Z 0 lii i
g 3: Z F Iiiii �Z :1 Z W W
SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER SDWC STUD-TO-SILL PLATE CONNECTION zcj < E EjM131 WQZ .<
13f OWZ3: . < 1i- -jIi- IZO -i
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MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF LL SHEET NO.:
EACH STUD, (2)SDWC TO NARROW FACE EACH STUD,(2)SDWC TO NARROW FACE z
1/0 OF STUD REQUIRES(2)STUDS OF kTUD REQUI 0
Optimal 22/;e -Y4 min >V4-4n[ Iiiiiiii ST-5
Rafter or Truss NO& NO t <
300M 100 00 Y2"minimum 'I%r4 W TYPICAL WALL
300 edge distance Optimal 22 Y2* 0
Y2"Min for full values Splice may be in 30* 100 0 SDWC15450 SECTION
JOB NO.:
(with or without upper or lower MIN Y2"EDGE 0
a plate splice) plate DISTANCE C) AT4838
Do not install SDWC in <
hatched area SUBDIVISION:
SDWC15600 Y2"MaX
MAX 'ARROW FA E OF
EACH�-q To NARROW FACE
S ST S
F -R E=2UCD
Y.Min
__�3-+/-y4n q Royal Palm
Offset Y4"from —j
Y2"Min top plate splice LL
Overhang_ 3/4"Max SDNC15600 for full values MIN Y2"EDGE <
DISTANCE LOT NO.:
Note:Sloped-roof rafters may be sloped up to and including a SDWC1 5600 Rafter to Top Plate shown SDWC15600 SDWC1 5600 (1)SDWC (2)SDWC z 19
SDWC1 5600 12:12 pitch and must be"birdsmouth"cut. SDWC1 5600 Truss to Top Plate similar Note:Stud-to-Bottom Plate shown.All other installations similar.
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OPT.smvc INSTALLATION-TRUSSR*-n3R ALIGNED WITH STUD OPT.SDAC INISTXIATION RANGE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD-TO-TOP PLATE SDWC INSTALLATION RANGE OPT.S STUD-TO-SILL PLATE CONNECTION SDWC EDGE DISTANCE AND SPACING INFORMATION FLOOR PLAN:
ST*JDARD SMC ROOF TO WALL NSTAJLA11ON ANDARD SMVC FCOF M WALL INSTAI.I.ATION RAI`4GE �2 2a 3 I(SIM FOR STUD TO TOP PLATE CONNECTION) 4 1CONNECTION THROUGH NARROW FACE 4a 1AT NARROW FACE OF STUD 121THROUG NARROW FACE AT FDN 131 0 Sailfish 1560-A
a sT
0
Z DESIGNED:
AKR/JML
W
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< REVISIONS DATE
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OFFICE COPY
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METAL CONNECTOR ENGINEERING < P.E. No.71457
09-07-2016
ROOF DECK
(1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
TRUSSES PARALLEL TO WALL: ROOF TRUSS APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES.
2x4 SPF(MIN) NAILER FASTENED OR RAFTER 11 11 11 11
TO DBL TOP PLT W/1 Od @ 3"O.C. 2x4 SPF(MIN)BLOCKING CONTINUOUS LATERAL RESTRAINT
BETWEEN EACH TRUSS. (CLR). QUAN 11ITY AND LOCATION
TRUSSES PERPENDICULAR TO WALL:
2x4 SPF(MIN)BLOCKING FASTEN TO BEAM w/10d DEFINED BY TRUSS SHOP DRAWING.
BETWEEN EACH TRUSS. FASTEN @ 4"O.C.
TO DBL TOP PLT W1 Od @ 4"O.C. TRUSS TO PORCH
co
BEAM W/SDWG
3/ APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE
OR THICKER CDX 0
OR OSB FASTENED TO SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0
TRUSSES,RAFTERS; DO SO WITH OVERLAPPING BRACES
0
6"LONG SPF SCAB Wt(20)10d TO LIKE THIS(TYP EVERYWHERE LO
CORNER STUD ONLY WHEN HOLD 2x WALL FRAMING OR BLOCKING W18d lr� 0
DOWNS ARE SPECIFIED ON PLAN. COMMONS @ 3"EDGE, PORCH BEAM 04
00
2x SPF CORNER STUDS 12"FIELD. III
PORCH BEAM TO POST: 0
WOOD STRUCTURAL (1)MSTA24 0)
SHEATHING POST TO SLAB: 4
ALTERNATE CORNER DETAIL ABU POST BASE ANCHOR TRUSSES NEEDING BRACING 04
OR DTT2Z 04
04
co
TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) _j cn
LATERAL BRA ING - MULTIPLE TRUSSES U_
THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES 1. ALL RESTRAINT LEBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). Ld
UNLESS NOTED OTHERWISE. 2. SHOULD A SCENAAIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
*T THE EN41NEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
CONTAC >
3. BRACING LUMBERISHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z
NEEDING BRACINq ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0
4. ALL FASTENERS SHOWN ARE.131 x 3"LONG(UNO).
5. DESIGNED PER BC�1-133,2007.
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KING AND JACK STUDS
PER ENGINEERING
cli
GARAGE DOOR BUCK/JAMB NAILED
TO STUDS W/(2)16d COMMON OR TINUOUS LATERAL RESTRAINT WEB LLI
O.C. _j6"MAX CON
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12d CC NAILS @ 16 BRACE SUBSTITUTE
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WEB MEMBER SPECIFIED ALTERNATE BRACING] U)
WEATHER STRIPPING/STOP SIZE CLR �TORL SCAB
GARAGE DOOR 2x4 1 ROW 2x4 (1)2x4
2x4 2 ROWS 2X6 (2)2x4-
0
--------- ------- -7 T-BRACE FASTENED TO 2X6 1 ROW 2X4 (1)2x6 C)
-- ----------- WEB Wt 1 Od AT 6"O.C. 2X6 2 ROWS 2x6 (2)2x4-
2x8 1 ROW 2x6 (1)2x8 <
2x8 2 ROWS 2X6 (2)2x6- a-
2x6 SYP GOAL POST ATTACHED —/)T z
of NOTE: L-BRACE FASTENED TO 0
IMI"
TO STUDS W/(2)ROWS OF 3-Y2 IN LIEU OF SPECIFIED DECK SCREWS FOR WEB Wt 1 Od AT 6"-b.C.
GALV DECK SCREWS @ 12"O.C. GOAL POST ATTACHMENT,THE GARAGE SINGLE TRUSS BRACING
L Z)
DOOR SUPPLIER MAY SPECIFY A FASTENING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL V)
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LO
DIRECTLY TO THE KING AND JACK STUDS, 'qI x 0
PER MANUF WRITTEN SCAB BRACE FAITENED TO WEB BRACING METHOD IS DESIRED. t�_ W W z 20
SPECIFICATIONS THROUGH THE GOAL POST. "IT IL rj Ir - 0
WEB Wt 10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING,L-BRACING,OR 0 z 0� jr En
P'L '< :) Ul 0 w L' < Z
-IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. j, 0 i w Se w 0
It z L3 Ej _j -
REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND Lo En c] 0 — �- Zowowuwm
GARAGE DOOR JAMB DETAIL a6'MAX a6"MAX Ta6"MAX TO EACH FACE OP WEB. GRADE AS WEB TO BE BRACED. M 0 ZW :� E
CL _j . _j z Z 0
w w M < M < :) w
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PERMANENT WEB BRACING w W 13 ww M n 0
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SHEATH INSIDE FACE ONLY IF < 1 < z >_ z1 < bww6Q �_ < L
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NOTED ON FRAMING PLAN. MIN 36"SCAB W/(20)1 Od TO Zcj < - EJM [12: woz <
ACCEPTABLE TO STOP 0'v— . 0 w W - < P -i �- . 1 0 _j
0 FULL HEIGHT CORNER 0 z 3:Eq a 0 M Z 0
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z SHEET NO.:
Q0 FASTEN STUDS TO CORNER
tf 11%1 0
x 0 0 Ix STUD GROUP W/(2)ROWS 1 Od @ ST-6
04 6"O.C.,STAGGERED. STOP TRUSS TO TOP PLATE
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NAILS AT BOTTOM 24"OF STUD PER TYPICAL WALL w STRUCTURAL
JACK AND KING STUDS. SEE FOR CONNECTOR INSTALLATION SECTION, U.N.O. 0
PLAN FOR QUANTITIES. TT5 EXTERIOR WALL 0- DETAILS
SHEATHING jPER ARCH. DRAWINGS w JOB NO.:
GARAGE RETURNS TO BE PLAN VIEW 0
0 AT4838
FRAMED AS 2X6. CRIPPLE STUD AT EACH <
0 SUBDIVISION:
AT HEADER AT CORNER END OF HEADER SILL,
EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS z AS SHOWN 0 Royal Palm
SIMPSON MSTA24. @ MAX 16"O.C.AS _j
REQUIRED U-
16"O.C. <
FASTEN SHEATHING TO PER ARCH. DRAWINGS - LOT NO.:
GARAGE RETURN STUDS, (3)STUDS MINIMUM AT NO.2 SPF HEADER SILL 0
TOP PLATE,AND BOTTOM CORNER EDGE NAIL SHEATHING—/ z 19
PLATE AS SHOWN W/8d @ 3"O.C. IN HATCHED >_ FLOOR PLAN:
COMMON AT 3"O.C. AREA SHOWN AND MAX 36.5"R.O. (D
INSTALL(1)SIMPSON HTT5 AT ANY VERTICAL PANEL 0 Sailfish 1560-A
BREAKS ABOVE
CORNER END OF RETURN.
0
DIA.ALL-THREAD W/2" SEE ALTERNATIVE HOLDOWN WINDOW OPENING IF Z DESIGNED:
ROUND WASHER DRILLED ANY ARE PRESENT 0
OPTIONS IN NOTE BELOW.
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AND EPDXIED INTO AKPJJML
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CONCRETE Wt 7"EMBED CIO LLI
REVIEWED:
INSTALL(1)SIMPSON HTT5 x
AT HEADER END OF BOTTOM PLATE Lli DBM
RETURN,AS SHOWN. SEE REVISIONS DATE
ALTERNATIVE HOLDOWN
OPTIONS IN NOTE BELOW.
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GARAGE RETURN NOTE: ERIOR WOOD STRUCTURAL PANEL WALL �z
G1 COVE G SERVES AS HEADER OVER OPENING AS C)
(E�ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: INDICATED ON PLAN U-
(1)STHD14=(1)HTT5(MONOLITHIC)
(2)PA51 =(1)HTT5(STEMWALL) U)
4 x 2,3/4"TAPCONS (1)ANCHOR BOLT
(2)Y
0:
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OFFICE COPY
X
'vA L EW�
w 1111111110%%
0- Derek B.Murray,P.E.
METAL CONNECTOR ENGINEERING P.E.No.71457
1 1 1 09-07-2016
BUILDER:
TCI, Inc.
SUBDIVISION:
Royal Palms
LOT NUMBER:
0 CE COPY .19
MODEL:
11'2" T 21'5" 22'4" 1560 Sailfish A
DESIGNED/CHECKED:
0 C3 AMM
0
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Tog This drawing is not sufficient
BO
J04 2-3- alone for installation.
C\1 J04 VALLEY T09 Additional instructions
T- -14' COARAI
J04 A accompanying this drawing,
BY BLDR. T08
��s including BCSI-131,should be
J04 T07 used in conjunction with the
J03 7� architectural and structural
SIDES ULT T10 plans during installation. If
J02 ro n tll" T11 BCSI-131 has not been
J01 AS ED D --T12 shipped to the site with the
components shown on this
page, please contact Apex
T13
co r- co 16'9" Technology for a free copy.
0 40 C\ N C\1 167—
�: 4 z 1. T14 Permanent bracing for the
J04 11 - - -1 3" building, including bracing to
7' CONVENT! ALLY 7- J04 resist wind,seismic, or other
J03 FRAMED
J03 lateral forces, and permanent
OD
A
J02± ( I zo bracing for all structural
mt J02
5/12 VAULT elements, is the responsibility
J01 C1 of the Engineer of Record for
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171-1 1 the structure or the building
1 1 V designer, per ANSI/TPI 1-
C) 0 C4 Cq
2002 ChaDter 2.
—21'2" —43'9" "It'.
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APE X TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL,32224-904.821.5200
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SEE PERMITS FOR ADDITIONAL La La
REQUIREMENTS AND CONDITIONS
REVIEWEDBY.- . f�l)��DATE:
�� OTES JF TABLE OF CONTENTS GENERAL
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY PACE DESCRIPTION
OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING 1 FOUNDATION PLAN, BUILDING CODE: 2014 FBC RESIDENTIAL 5th ADDITION
INSPECTOR'S USE PRIOR TC FRAMING INSPECTION . GENERALINOTES 2014 FBC PLUMBING
PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C. O. 2 FLOOR PLAN 2014 FBC MECHANICAL
5/8 TYPE X" GYP. BOARD REQUIRED ON CLG. PER CODE R302. 6 3 ELEVATIONS, WALL SECTION,
FLASHING NOTES 2011 NEC
HVAC PENETRATING RATED ASSEMBLIES TO COMPLY W FBC R302. 5
UNDER STAIR PROTECTION TO COMPLY WITH FBC R302. 7 (IF ACCESSIBLE) 4 ROOF LAYOUT, VENTING CONSTRUCTION TYPE: 5B
5 ELECTRICAL LAYOUT OCCUPANCY CLASS: R- 3
STRUCTURAL ENGINEERING BY OTHERS
SITE PLAN BY OTHERS
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64'-11 00, DATE: 07/10/2016
CHANGES M/D/Y
REV. DATE
_ F0UNDATl0NZPLUMBNG LAYOUT REV. DATE
JOB NO.
SEE STRUCTURAL PLANS FOR SHEET
SEE STRUCTURAL PLANS FOR ALL SLAB INFORMATION AND SIZES OFFICE COPY
OF: 5
ATTIC ACCESS FBC R807.1 TIC 10-Sy 4 pf 401 WINDOW
AC MIN . EGRESS
ACCESS FROM INTERIOR OF HOUSE 2 2'�XROS" AT SLEEPING AREAS
MIN CLEARANCE
OF 20 X 30 INCHES MINIMUM IN FRONT FBC R31 0.1
0 TO BE INSTALLED IN ATTIC AREAS NOT ACCESSABLE OF OPENING
NE ATTIC ACCESS PER FLOOR...PLUS...ACCESS NEEDS
BY ONLY ONE ACCESS PANEL. 0
EXAMPLE: WHERE PARTS OF THE ATTIC IS NOT ABLE V')
TO BE REACHED BECAUSE OF VAULTED TRUSSES 30 11
X r24
CL�
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0
ATTIC ACCESS SHALL BE ACSSESIBLE AND PROVIDED < 2 TUB
bj OOK-
WITH A LID THAT MAY BE EASILY REMOVED 5.7
C
LEAR OR WALL SQ FT
ACCESS IS NOT REQUIRED WHEN THE CLEAR HEIGHT OF MIN,
THE ATTIC SPACE, MEASURED AT THE ROOF PEAK,
IS LESS THAN 24 INCHES
MIN . SPACING 34pl
Irt <
FBC R307.1 MIN. 'Q-
FLOOR
CLEAR OPENING AREA
DOES NOT INCLUDE
OBSTRUCTIONS SUCH
AS WINDOW FRAMES
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64'-11 GLAZING IN WET SURFACES PER FBC R302.5.1
GLAZING IN WALLS, ENLOSURES OR FENCES U)
14'-2" 28;-5'1 CONTAINING OR FACING HOT TUBS, SPAS,
J* 22t-4" WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTWBS,
.4 SHOWERS, AND INDOOR OR OUTDOOR SWIMMING
'p POOLS WHERE THE BOTTOM EXPOSED EDGE OF
6 -2ps 8'-0" 7'-0" 211-511 39-6" 91-4pp 99-61' OF THE GLAZING IS LESS THAN 60 INCHES C)
MEASURED VERTICALLY ABOVE ANY STANDING (o
6" OR WALKING SURFACE SHALL BE CONSIDERED
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C MULTIPLE GLAZING.
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7 0 , T 0 S T T11
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o_j bj
0 U5_j L'_V) 691 OFFICE COPY DRAWN By JOB
i- o is) lot-91p 8p
-lot ui
3: 0 8'- 7s-1 1 ps 71-11 6" C!-ji ui ED E-16-006
211-2of 0 a: #4 '�7 ov) U-
430-9'9 0
0 SCALE
J# 64'-11" 0 1/4" '-0" (UNO)
AREA EVALUATION DATE: 07/10/2016
AIR CONDITIONED CHANGES M/D/Y
1560 SQ FT REV. DATE
2—CAR GARAGE 458 SQ FT REV. DATE
FRONT PORCH 366 SQ FT JOB NO.
REAR PORCH 221 SQ FT SHEET
TOTAL UNDER ROOF 2605 SQ FT
VOLUME OF THERMAL SPACE
15,600 CU FT 2
OF: 5
..................................
12
12 METAL
5 F,_�
ROOF
12
5 5 12 12 HARDIE
PANEL
10'--1 ij18" ��LAT�4"�"Il
0'-1 1/8" PLATE METAL
+ ROOF
(0
WRAPPED BEAM
8'-1 1/8" PLATE -1 1 8" PL TE 8'-1 1/8" PLATI�, 209
+ + + 00 %
6" %
TRIM-
6"t
RIM- 4'9 t
14" TRIM HARDIE,"'- _T \4"
PANEL TRIM -TRIM
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HARDIE LAP —HA5DIE— =:rA5DIE-
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HEIGHT _N
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LEFT SIDE ELEVATION FRONT ELEVATION HANDRAIL EDGE PANEL EDGEPANEL
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MAIN FLOOR
(TYP.)
LO
12 12 '---'%4" TRIM z
5 lol_� METAI 5 <
L
w
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ROOF =4�4" TRIM
FRONT WINDOW DETAIL
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METAL
L ROOF
8'-0" ABV.— 8'-0" ABV. -8'-
MAIN FLOOR-
(TYP.)- (TYP.) (TYP.) 6'-8" ABV.
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HARDIE 4'0 TR I M le-,*-- - (TYP.)
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MAIN FLOOR MAIN FLOOR MAIN FLOOR
L HEIGHT HEIGHT HT
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RIGHT SIDE - ELEVATION L L E_ v 77 lf;K)N
A
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12
METAL ROOFING
SEE 0
ON 15# FELT
OVER 7/16 10 0.S.B. 12 ELEV. Ln
(SEE NAILING SCHEDULE) FIRE cu
SEE CAULK 0
W/ 1/2" CLIPS ELEV. cu
2X FIRE BLOCKING
SEE STRUCTURAL FBC R302.1 1.1 5A' 0
INSTALL VENTILATION ENGINEER'S DWGS WINDOW INSTALLATION (VETHOD (A m
BAFFLES BETWEEN --TOP PLATE 26 GA. GALVANIZED r 0 Li
VENTLESS 26 GA. GALVANIZED 5 X 5 ANGLE FLASHING WEATHER RESISTIVE BARRIER (VRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. L) m
TRUSSES Wou SOFFIT 2 1/2' METAL DRIP EDGE (NOT TO SCALE) FLASHING APPLIED JVER THE FACE OF THE MOUNTING FLANGE. 0
(NOT TO SCALE)
FIRE @SEAL THE WINDOW FRAME TO--� (�)JAMB FLASHIN
OPENING. APPLY A %' NOM, APPLY CONT. SEAL TO THE MOtJN-MNG
2X6 FASCIA PRE—ENGINEERED CAULK DIA. TO THE BACKSIDE FLANGES AT THE Top (HEAD) Al STEPSi
(INTERIOR) OF THE WINDOW WINDOW. EX ND
SIDES (JAMBS) OF ( ND
METAL DRIP EDGE TRUSSES @ 24 0.C. FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 X!L ABIM111 8 IN WATER SHEDDING FASHION,
B E STARTING AT THE BASE OF
PRE-PUNCHED HOLES OR SLOT THE R.O� AT HEAD. EMBE. JA THE WALL & WORKING TOWARDS
FLASHING INTC SEALANT XD7 THE TOP, INSTALL THE WRB
FASTEN IN PLACE, (FLASHINC TO THE FACE OF THE
R-30 INSULATION GOES OVER SEALANT). �4) SHEATHING.
121) OR 1611 7 APPLY SILL FLASHING V_
SECURE WRB C:)
VINYL SOFFIT - 1/2" CEILING BOARD c CC) AT HEAD APPLY BEAD OF SEALANT L0
'N'
4 AT BACK OF WINDOW 0 41:z
[SEE ROOF LAYOUT] or 5/8" SHEETROCK FLANGE & SET WINDOW USING u
PAN HEAD SCREWS TO ILO
FLASHING AT HEAD FACILITATE INSPECTION. 0 -
EXTENDS I' BEYOND 0_4 >- LO
DOUBLE 2x TOP PLATE JAME FLASHING, APPLY BEAD OF SEALANT AT u C14
3/8" or 5/8" SIDE JAMBS, EXTEND Sk 0% N
W/ APPROV. HURRICANE FIRE BLOCKING 24' WIDE 26 GAUGE 0 HEAD FLASHIN APPLY JAMB FLASHING
EMBED BOTTOM OF THE APPLY BEAD OF SEALANT
HARDIE LAP SIDING ANCHOR AT ENDS OF IF ANY PART OF THE OVERHANG 32 CA, GALVANIZED ROLL VALLEY FLASHING HEAD FLASHING AGAINST
EACH TRUSS IS WITHIN 5' OF THE PROPERTY 'Z' FLASHING AT ALL VALLEYS SEALANT (FLASHING GOES
SEALANT 5 OVER SEALANT). EXTEND APPLY HEAD FLASHING LAJ
APPROV. BUILDING WRAP
LINE, INSTALL FIRE BLOCKING HEAD FLASHING BEYOND Z
z EACH JAMB FLASHING. (�)REMOVE PREVIOUSLY APPLIED Z LLJ
(VAPOR BARRIER) BETWEEN THE TRUSSES, FROM VALLEY FLASHING FASTEN IN PLACE, TAPE, ALLOWING WRB TO LAY
04 FLAT OVER HEAD FLASHING, 0
R-13 INSULATION THE TOP PLATE TO BOTTOM OF APPLY NEW SHEATHING TAPE
7/16" OSB 5 OVER DIAGONAL CUT - SEE
DIAGRAM. u V)
ROOF DECK, AND FIRE CAULK
1/2" SHEETROCK
NOTE, STEPS 4 AND 6 ARE 0
5 JAMB FLASHIN A NOT REQUIRED WHEN USING 0-4 V)
EXTEND JAMB FLASHING SELF-ADHERING TYPE FLASHING
TO OVERLAP SILL
FLASHING. EXTEND u
JAMB FLASHING 8 )6' <
ABOVE ROUGH
2X4 STUDS OPENING AT HEAD, SECTION
OR TUCK TOP OF THROUGH WINDOW JAMB 0)
JAMB FLASHING SEALANT
2X6 STUDS UNDER THE FLAP
OF WRB AT THE
HEAD. SEE DIAGRAM,,
(SEE STRUCTURAL)
SILL FLAS ING 3 SEALANT BEAD
RESISTANT FASTENERS, FASTEN WINDOWS PER, BEHIND MOUNTING
BASE PER BUILDER R7FIF FLASHING 26 CA, GALVANIZED SHIM AND ADJUST WINDOW TO ACHIEVE SQUAR FLANGE.
2X P.T. SOLE PLATE `Z' FLASHING PLUMB, AND LEVEL CONDITION. USE CORROSIO
(ADD SHOE MOLD IN FLASHING DETAILS (WHERE EXTERIOR BUILDING WINDOW MANUFACTURER SPECIFICATIONS.
W/ ANCHOR BOLTS I 1 9,
AREAS W/ TILE OR VINYL) PANELS JOIN HORIZONTALY) an WEATHER RESISTANT
ANS SILL SEALANT Ll DRAWN BY JOB#
BARRIER (WRB)
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE ED E-16-006
(SEE STRUCTURAL SECT.) B BARRIER ON A DIAGONAL. GENTLY RAISE THE WRB FLASHING--/
26 GA. GALVANIZED TOP EDGE OF THE BARRIER UP AND TAPE THE SCALE
TOP CORNERS AND CENTER TO THE EXTERIOR SEALANT BEAD BETWEEN
WRB SURFACE ABOVE. FLASHING AND MOUNTING
APPROVED FLASHING 12 SEE 5 X 5 ANGLE FLASHING INTE IEIR VIEW FLANGE, 1/4- = l'-O" (UNO)
SEE STRUCTURAL FIBERGLASS SHINGLES ELEV, (WHERE CHIMNEYS AND TOP LE T CORNER OF WINDOW DATE: 07/10/2016
ON 15# FELT WALLS MEET ROOF)
SECTIONS FOR CONC. CHANGES M/D/Y
0 0 OVER 7/16' O.S,B� NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SVOOTH & FLAT WITH A J—ROLLER. REV. DATE
SLAB AND FOOTERS W/ 1/2' CLIPS Mum REV. DATE
2X6 FASCIA JOB NO.
TYPICAL I - STORY WALL SECTION A 26 CA, GALVANIZED SHEET
2 1/2' METAL DRIP EDGE
( LAP SIDING) VINYL SOFFIT OFFICE COPY 3
SCALE: N.T.S.
OF: 5
=10
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ATTIC VENTILATION
OVERHANG AT EAVES 16
WITHOUT COVERED REAR PORCH
<
VENTED SOFFIT
OVERHANG AT GABLE 12m 0)
VENTILATED ATTIC AREA = 263 LINEAL FEET
263 LF X 6.55/LF= 1722 IN NET FREE AREA ROOF SLOPE 5/12
OFF—RIDGE VENTS
VENTILATED ATTIC AREA = 2605 SQFT
N,
1/300 X 2605 SQ FT = 8.68 SQFT REPRESENTS ROOF SLOPE DOWN
8.00 X 144 1250 SQ IN TOTAL NET FREE VENT AREA DRAWN BY JOB#
1250 X 50% 625 IN NET FREE ED E-16-006
ROOF LAYOUT (3) 6' OFF—RIDGE VENT REQUIRED (ORV) SCALE
1/4" = l'—O" (UNO)
OFF RIDGE VENTS: SOFFIT VENTS:
DATE: 07/10/2016
(1 4' ORV = 144 IN. NET FREE 12" 4.18/PER L.F. NET FREE CHANGES M/D/Y
(1 6' ORV = 216 IN. NET FREE 16" 6.55/PER L.F.. NET FREE REV. DATE
NO SOFFIT VENTS IN SOFFITS THAT PROJECT REV. DATE
N OTE WITHIN 5' OF PROPERTY LINE. JOB NO.
SHEET
OFFICE COPY
4
OF: 5
DOUBLE
FLOODS
WP
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ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT,
SINGLE-PHASE, 15- AND 20-AMPERE OUTLETS Li
IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, 0 <
PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS,
RECIREATION ROOMS, CLOSETS, HALLWAYS, AND x
SIMILAR ROOMS OR AREAS SHALL BE PROTECTED x
0 m
BY A COMBINATION TYPE ARC-FAULT CIRCUIT x
INIERUPTER INSTALLED TO PROVIDE PROTECTION
OF: BRANCH CIRCUIT. m
0
GFCI LOCATIONS
GFCI INSTALL GROUND-FAULT CIRCUIT INTERUPTS
db WHERE SHOWN OR PER NEC CODE.
=3L
HIGH-EFFICIENCY LAMPS
WP A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY Lo
DOUBLE INSTALLED LIGHTING FIXTURES SHALL BE HIGH u
EFFICACY LAMPS 0 >_ Lo
FLOODS 4
U , 3:: N
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DOUBLE
FLOODS u C/�
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P' AN MAY VARY IN THE ACTUAL HOUSE DUE TO LOCAL BUILDING CODES AND z
IS
THE LOCATION OF BUILDINQ MATERIALS. V)
110 DUPLEX OUTLET EXHAUST FAN <
1:4 T-- )
ELECTRICAL PLAN EXHAUST FAN W/ E.I 0)
WEATHER-PROOF OUTLET
LIGHT
220 OUTLET (9 GARBAGE DISPOSAL
SPECIAL PURPOSE OUTLET [a] GARAGE DOOR OPENER
CEILING OUTLET []-J A/C DISCONNECT
-'d9- SWITCH DRAWN BY JOB#
WIRE/BRACE FOR ED E-16-006
-b9-n 3-WAY SWITCH x CEILING FAN W/ SCALE
CEILING LIGHT LIGHT OFFICE COPY 1/4- = l'-O- (UNO)
SINGLE FLOOD DATE: 07/10/2016
PULL-CHAIN CHANGES M/D/Y
<�_oo DBL. FLOOD REV. DATE
REV. DATE
WALL LIGHT SMOKE DETECTOR CABLE OUTLETS TO JOB NO.
SMOKE DETECTOR LOCATED ON THE JOB SHEET
RECESSED LIGHT CARBON DIOXIDE DETECT. PHONE OUTLET
ELECTRICAL
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NOTES TABLE OF CONTENTS GENERAL
A FOUNDATION SURVEY SHAL'L BE PERFORMED AND A COPY PAG'__ DESCRIPTION
OF THE SURVEY SHALL BE O'� THE SITI`�_ FOR THE BUILDING 1 FOUNDATION PLAN, BUILDING CODE: 2014 FBC RESIDENTIAL 5th ADDITION
INSPECTOR'S USE PRIOR TO - RAMING INSPECTION . GENERAL NOTES 2014 FBC PLUMBING (D
PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C. O. 2 FLOOR PLAN 2014 FBC MECHANICAL
5/8)) TYPE ))X" GYP. BOARD REQUIRED ON CLG. PER CODE R302. 6 3 ELEVATIONS, WALL SECTION, 2011 NEC
HVAC PENETRATING RATED ASSEMBLIES TO COMPLY W FBC R302. 5 FLASHING NOTES
T
UNDER STAIR PROTECTION TO COMPLY WITH FBC R302. 7 (IF ACCESSIBLE) 4 ROOF LAYOUT, VENIING CONSTRUCTION TYPE: 5B
5 ELECTRICAL LAYOUT OCCUPANCY CLASS: R- 3
STRUCTURAL ENGINEERING BY OTHERS
SITE PLAN BY OTHERS
64'—1 1 of
141-2pp 7p-Off 21'-511 J* 221-411 Of F�
40
lop-81) 1 Ot-9tv o"
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# 001
210-211 4,3'-9p* SCALE
14 1/4" = 1'-0" (UNO)
40 6 4*-lips DATE: 07/10/2016
CHANGES M/D/Y
REV. DATE
— FOUNDATIONZ.PLUMBING LAYOUT JOB Cu" Py REV. DATE
JOB NO.
THIS PLAN MUST Er-
SEE STRUCTURAL PLANS FOR SHEET
ON JOB SITE F'O"vi
SEE STRUCTURAL PLANS FOR ALL SLAB INFORMATION AND SIZES
EACH IWSPECTI�
OF: 5
ATTIC ACCESS FBC R807.1 ATTIC 1$-Y 4po 41) WINDOW
AC,�ES5 M I N . EGRESS
ACCESS FROM INTERIOR OF HOUSE 22 X30 AT SLEEPING AREAS
ICJ CLEARANCE
to
OF 20 X 30 INCHES MINIMUM IN FRONT FBC R31 0.1
ONE ATTIC ACCESS PER FLOOR...PLUS...ACCESS NEEDS OF OPENING
TO BE INSTALLED IN ATTIC AREAS NOT ACCESSABLE
BY ONLY ONE ACCESS PANEL. 0
EXAMPLE: WHERE PARTS OF THE ATTIC IS NOT ABLE Pr)
TO BE REACHED BECAUSE OF VAULTED TRUSSES 30"
"24
of
9 X CLEA
2
ATTIC ACCESS SHALL BE ACSSESIBLE AND PROVIDED < 21's TUB
WITH A LID THAT MAY BE EASILY REMOVED C-4 LJ 5.7
CLEAR OR WALL
SQ FT
ACCESS IS NOT REQUIRED WHEN THE CLEAR HEIGHT OF _�j MIN
THE ATTIC SPACE, MEASURED AT THE ROOF PEAK, 11
IS LESS THAN 24 INCHES
MIN. SPACING -4 34pp
FBC R307.1 MIN.
FLOOR
CLEAR OPENING AREA
DOES NOT INCLUDE
OBSTRUCTIONS SUCH
AS WINDOW FRAMES
z
0
<
64'-11" GLAZING IN WET SURFACES PER FBC R302.5.1
J* GLAZING IN WALLS, ENLOSURES OR FENCES
CONTAINING OR FACING HOT TUBS, SPAS,
to 14'-2" 281-511 J* 221-4'p WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS,
SHOWERS, AND INDOOR OR OUTDOOR SWIMMING
6p-2" 81-099 71-091 21'-5 of 3'-6po 9P-4p' 91-690 POOLS WHERE THE BOTTOM EXPOSED EDGE OF >
.00 7.01 OF THE GLAZING IS LESS THAN 60 INCHES
MEASURED VERTICALLY ABOVE ANY STANDING
611 OR WALKING SURFACE SHALL BE CONSIDERED w
&* 10'-11" J* 109-6" A HAZARDOUS LOCATION. THIS SHALL APPLY
40 #0 #4 #4 TO SINGLE GLAZING AND ALL PANES IN
TN MULTIPLE GLAZING.
_L HB z
% 3060SH 306DSH <
(0 _j
% % % ------ % CL
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0 < 0
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m 10' CILG.
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203PSH 6080 G.D. 304 -SH
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PROVIDE PROTECTION PER FBC R302.5.1 C
WITH MIN. 1-13/8 THICK SOLID CORE
�8 THICK SOLID OR
OR DOOR, MIN. -3 C/')
2 PULL HONEY-COMED C16R OR 20 MIN. FIRE- % %J N L _J 0 % .1
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TO FRONT OF 6XIS POST IIHANDIRAII 11HANDRAIL I H TN_15 RZIL �A DRAIL TO FRONT OF 6X6 POST COPY
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0
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7 p P.T. POST TN 6'X6" P.T. POST--'
�7 (LOCATION) (LOCATION) (LOCATION) JOB SITE FOR
LU
LL_U) DRAWN BY JOB#
0 6" $-its of lot-got EACH INSPECTIOrIl,
F— 0 Z) 8 7'-ll 70-11 to 8'-1*1 611 ED E-16-006
3: 0 e lo, Ile Ile 00F _jL' 0
11
10 on 0
211-2*0 0 43P-9sp ll_�_<0
.0` e_ Z)�:: 0 SCALE
64'-11" 0 1/4" = l'-O" (UNO)
AREA EVALUATION DATE: 07/10/2016
AIR CONDITIONED CHANGES M/D/Y
1560 SQ FT REV. DATE
2-CAR GARAGE 458 SQ FT REV. DATE
FRONT PORCH 366 SQ FT JOB NO.
REAR PORCH 221 SQ FT SHEET
TOTAL UNDER ROOF 2605 SQ FT
VOLUME OF THERMAL SPACE
15,600 CU FT 2
OF: 5
12
5
5 12 METAL
ROOF
1:2
12
12
1HARDIE
PANEL
10'-1 1/8" PLATE METAL 10,_ 8" F LAT
+ ROOF _LL
WRAPPED BEAM
8'-1 1/8" PLATE 1 1/8" PL TE 8'-1 1/8" PLATE
00
+ +
6" 6to
TRIM- TRIM
,4 +1
61v
RIM HARDIE/'-' —TRIM- _4"
PANEL ----TRIM -TRIM
HARDIE
6"X699 HARDIE LAP H _=H 5DIE— IE-
P.T. POST-,,\ LAP L�5DIE
4" TRIM %
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MAIN FLOOR
HEIGHT L p
HARDIE STAGGERED-
34" HIGH /HARDIE PANEL HARDIE STAGGERED-
LEFT SIDE ELEVATION FRONT ELEVATION HANDRAIL EDGE PANEL EDGE PANEL 1"-8
8'-0" ABV. I
6" TRIM
MAIN FLOOR
12 12 (TYP.) 0`-4" TRIM z
5 Fl__� METAL 5 <
ROO' _j
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METAL
ROOF 4`14" TRIM
FRONT WINDOW DETAIL
10'7-1 1/8" PLATE + + 0'-1 1/8" PLATE 10'-1 1/8" P AT��
METAL
8'-0" ABV.— 8'-0" ABV. METAL 8'-1 1/8" PLATE
-8'-0" ABV.- ROOF + +
MAIN FLOOR- MAIN FLOOR -MAIN FLOOR- f
(TYP.)- (TYP.) (TYP.) 6'-8" ABV.
MAIN FLOOR
HARDIE -4" TRIM-
4 TRIM (TYP El 1:1
PANEL 4" TRIM
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M ETAL ROOF
---�4" TRIM �j HL��DIE __HA5DIE ROOF E— + -,9 -
LA LA A/
MAIN FLOOR MAIN FLOOR MAIN FLOOR co P.
HEIGHT HEIGHT HEIGHT r
RIGHT SIDE ELEVATION REAR ELEVATION
A
12 2 3/4'
METAL ROOFING
SEE
ON 15# FELT
OVER 7/16" O.S.B. 12 ELEV. Ln
Lu
(SEE NAILING SCHEDULE) FIRE :2
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SEE STRUCTURAL FBC R3702.11.1 5# 0
INSTALL VENTILATION m
BAFFLES BETWEEN ENGINEER'S DWGS WINDOW INS'l-ALLATION (METHOD A- 11 V) Li
TOP PLATE 26 GA. GALVANIZED 26 GA. GALVANIZED :D m
TRUSSES VENTLESS 2 1/2' METAL DRIP EDGE 5 X 5 ANGLE FLASHING WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
SOFFI T (NOT TO SCALE) FLASHING APPLIED PVER THE FACE OF THE MOUNTING FLANGE. 0
(NOT TO SCALE) I
FIRE SEAL. THE WINDOW FRAME TO (�)JAMB FLASHIN
2X6 FASCIA OPENING, APPLY A W NOM. APPLY CONT. SEAL TO THEIMOUVING
PRE-ENGINEER.ED CAULK DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEA A STEPSi
METAL DRIP EDGE (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW. 6VND 8
TRUSSES @ 24" O.C. FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 W ABOVE;l IN WATER SHEDDING FASHION,
STARTING AT THE BASE OF
PRE-PUNCHED HOLES OR SLOTS. THE R.D. AT HEAD, EMBED JAMB THE WALL & WORKING TOWARDS
FLASHING INTO SEALANT AND THE TOP, INSTALL THE WRB
FASTEN IN PLACE. (FLASHING TO THE FACE OF THE
12" OR 1601 R-30 INSULATION GOESOVER SEALANT). SHEATHING.
SECURE WRB APPLY SILL FLASHING 0
VINYL SOFFIT - 1/2" CEILING BOARD c 00 AT HEAD (3 APPLY BEAD OF SEALANT LO
D AT BACK 13F WINDOW
[SEE ROOF LAYOUT] FLANGE & SET WINDOW USING *z
or 5/8"' SHEETROCK PAN HEAD SCREWS TO
---------- FLASHING AT HEAD FACILITATE INSPECTION. >_ LO
DOUBLE 2x TOP PLATE EXTENDS 1' BEYOND
IN, JAMB FLASHING. APPLY BEAD OF SEALANT AT U
< SIDE JAMBS, EXTEND 8k
W/ APPROV. HURRICANE FIRE BLOCKING 3/8' or 5/8' HEAD FLASHIN �:j
24' WIDE 26 GAUGE ---EMBED BOTTOM OF THE APPLY JAMB FLASHING EL
ANCHOR AT ENDS OF IF ANY PART OF THE OVERHANG 32 GA. GALVANIZED ROLL VALLEY FLASHING HEAD FLASHING AGAINST @6 APPLY BEAD OF SEALANT ommmo _j
HARDIE LAP SIDING THE PREVIOUSLY APPLIED AT HEAD 1-4 cr- L.,
EACH TRUSS IS WITHIN 5' OF THE PROPERTY 'Z' FLASHING ATALL VALLEYS SEALANT SEALANT (FLASHING GOES APPLY HEAD FLASHING U Ld
C) APPROV. BUILDING WRAP 5 OVER SEALANT). EXTEND
LINE, INSTALL FIRE BLOCKING HEAD FLASHING BEYOND REMOVE PREVIOUSLY APPLIED :z
z -7r'. EACH JAMB FLASHING. TAPE, ALLOWING WRE TO LAY Z LLJ
(VAPOR BARRIER) BETWEEN THE TRUSSES, FROM VALLEY FLASHING FASTEN IN PLACE. FLAT OVER HEAD FLASHING. _j
THE TOP PLATE TO BOTTOM OF APPLY NEW SHEATHING TAPE _j
7/16" OSB R-13 INSULATION 5 OVER DIAGONAL CUT - SEE V)
DIAGRAM.
1/2" SHEETROCK ROOF DECK, AND FIRE CAULK
NOTE, STEPS 4 AND 6 ARE 0
5 JAM 3 FLASHING A NOT REQUIRED WHEN USING V)
EXTEND JAMB FLASHING SELF-ADHERING TYPE FLASHING
TO OVERLAP SILL
FLASHING, EXTEND
JAMB FLASHING 8 h2' <
2X4 STUDS ABOVE ROUGH
OPENING AT HEAD. SECTION
OR TUCK TOP OF THROUGH WINDOW JAMB
JAMB FLASHING SEALANT V_
2X6 STUDS UNDER THE FLAP 01
OF WRB AT THE
(SEE STRUCTURAL) c HEAD. SEE DIAGRAM. SILL FLASHING SEALANT BEAD
PLUMB, AND LEVEL CONDITION. USE CORROSIDN BEHIND MOUNTING
BASE PER BUILDER R D F1 F FLASHING /_ 26 CA. GALVANIZED SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, FLANGE.
2X P.T. SOLE PLATE 'Z' FLASHING RESISTANT FASTENERS. FASTEN WINDOWS PER
(ADD SHOE MOLD IN FLASHING DETAILS WINDOW MANUFACTURER SPECIFICATIONS,
W/ ANCHOR BOLTS (WHERE EXTERIOR BUILDING 9,
AREAS W/ TILE OR VINYL) PANELS JOIN HORIZONTALY) CLff WEATHER RESISTANT
ANS SILL SEALANT UNE DRAWN BY JOB#
BARRIER (WRB)
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE ED E-16-006
WRB--/
(SEE STRUCTURAL SECT.) B 3ARRIER ON A DIAGONAL. GENTLY RAISE THE FLASHING-7
�TOP EDGE OF THE BARRIER UP AND TAPE THE SCALE
26 GA, GALVANIZED FOP CORNERS AND CENTER TO THE EXTERIOR SEALANT BEAD BETWEEN
APPROVED FLASHING L 12 5 X 5 ANGLE FLASHING WRB SURFACE ABOVE. FLASHING AND MOUNTING 1/4" = V-0" (UNO)
FLANGE.
SEE STRUCTURAL FIBERGLASS SHINGLES SEE V. (WHERE CHIMNEYS AND INTERIOR VIEW INDO DATE: 07/10/2016
Dc SECTIONS FOR CONC. ON 15# FELT ELE \WALLS MEET ROOF) TOP LEFT CORNER OF CHANGES M/D/Y
0 0 OVER 7/16' O.S.B. NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J-ROLLER. REV. DATE
SLAB AND FOOTERS W/ 112' CLIPS
REV. DATE
2X6 FASCIA LAV; APF& 9111111110,IS A' JOB NO.
ff 11 12 m
B %iry
TYPICAL I - STORY WALL SECTION 26 CA, GALVANIZED SHEET
2 112' METAL DRIP EDGE
( LAP SIDING) VINYL SOFFIT THIS PLAN MUST BE
SCALE: N.T.S. 011 JOB SITE FOR 3
Ef',CH IF4SPECTION OF: 5
-T PART OF R�AWW VE
MET.
Row Lr
12
5-
TAL i:_'A� T
t 1 a'P�m L
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0 mm
HARDIE -
HARDIE
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mv
M-
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HANNAL EDGE P� .'ma
LEFT SIDE ELEVATION FRONJ UEVATION C)
MA IN R OW (0 w
LO -i
12 w
METAL
METAL
ROD, -e MIN
FRONT NNDOW DETAJL
10',l I1D` TE 'a-,I PLAn. ll--1 1/ Am MET&
METAL
M-awR FU:KIR
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HLVE -4-07
MAIN FLwR
"IEIGHT NEICHT HEIGHT
RIGHT �IDE ELEVATION REAR ELE.Y�Tl N
X
X
x i
A
B
METAL ROORN
ON 15#FELT SEE Ol-
OVER 7/16-OS.B. 12 ELEV
(SEE NAILING!CHEDULE) SEE FIR
w/1/2"cupE CAULK
ELEV 2X FIRE BLOCKING
INSTALL VENTII ATION SEE STRUCTURAL FBC R30111.1
BAFFLES BETIM EN ENGINEER'S DwG5 WINDOW INSTALLATION (METHOD A
TRUSSES VENTLESS TOP PLATE MVA.MD m a&5'LVANIZED �EATHER ft&"W BARR9R(WM)�D BOM TC�VANDOW INSTAU-A"
FLA�U#G IkA-�NNG APPUED.9= F� W MWNTING FLANGE
SOFFIT 2 191 METAL DNP (NET ANN
2X6 FASCIA FIRE (MT To SCALE) To'CAUE'
PRE-ENONEERED CAULK
METAL DOP Et GE TRUSSES 6 24'G�C
12*OR 16' - R-30 INSULATION 4v I IMAZ
VINYL SOFFIT 1/2'CEILING BOARD c AT
[SEE ROOF LA CUT]
5/8"SHEETROCK
DOUBLE 2.TOP PLATE (D
w/APPRO HURRICANE FIRE BLOCKING 5/9'
IE LAP SIDING ANCHOR ATV ENDS OF IF ANY PART OF THE OV044ANG W qA GALVAKIMD VM-LEY rLASWNG aQ P-4 w
APPROV.BU�JOING WRAP EACH TRUSS IS INITHIN 5'OF THE PRopmty 'Z'ILA�MG At ALL VAt4XyS M:7-- U M'
LINE.INSTALL FIRE BLOCKING 4w F.-
(VAPOR BAR lIFR) BETVCEN THE TRUSSES.FROM VALLEY nAMNG -W c
TOM OF
6 R-13 INSULATION THE TOP PLATE TO BDT u
ROOF DECK,AND FIRE CAULK MM > >
1/2-SHEETROCK 00
A
2X4 STUDS
OR
2X6 STUDS
(SEE STRUCTUF AL)
BASE PER BUILDER RENIF FLASHING
-Z'FLASHING
2X P.T.SOLE RLATE (ADD SHOE MOLD IN FJASJW�G DITAUS 1�
W/ANCHOR BOLTS "NIELS R-DI.
ANS SILL SEALkNT AREAS W/TILE OR ANNIJ
(SEE STRUCTURAL SECT.)
26 rA,CALVANIZED
APPROWD FLASHING SEE STRUCTURAL SEE, 5-5 "QUE ILASHm
ELIE (MiERE CMXNEYS AND INTERIM VIEW
SE WALLS Wrl R") -C, top-
GR CTIONS FOR CONC. OVE 7AW D.&B. NOTE: ALL FLASHING WILL HE SELF ADHERING AND ROLLED SMOOTH FLAT WITH A J-ROLILER. DAW
SLAB AND FOOTERS D"'�TO'
V/ue'+I'S
2X6 FASLIA
T(PICAL 1-STORY WALL SECTION A 26�WVANIZED
2/r WTA�'DRW EME
(LAP SIDING)
SCALE- N.TS.
J,
z
_j
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Sss
rP�09F-RIDGE VENT
L
01
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00=10
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LL_
u-
o
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VAULT VAULT
@3/12/
ROOF LAYOUT 0
Ld
0
r x
0 m
Li
0
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0
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0
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ATTIC VENTILATION ".0 . y
WITHOUT COVERED REAR PORCH OVERHANG AT EAVES 16 0 o:f C)
cd <
VENTED SOFFIT OVERHANG AT GABLE 12"
VENTILATED ATTIC AREA = 263 LINEAL FEET 0)
263 LF X 6.55/LF= 1722 IN NET FREE AREA ROOF SLOPE 5/12
OFF-RIDGE VENTS
VENTILATED ATTIC AREA = 2605 SQFT REPRESENTS ROOF SLOPE DOWN
1/300 X 2605 SQ FT = 8.68 SQFT >
8.00 X 144 1250 SQ IN TOTAL NET FREE VENT AREA DRAWN BY JOB#
1250 X 50% 625 IN NET FREE ED E-16-006
ROOF LAYOUT (3) 6' OFF-RIDGE VENT REQUIRED (ORV) SCALE
1/4" = l'-O" (UNO)
OFF RIDGE VENTS: SOFFIT VENTS: DATE: 07/10/2016
(1) 4' ORV = 144 IN. NET FREE 19" 4.18/PER L.F. NET FREE CHANGES M/D/Y
(1) 6' ORV = 216 IN. NET FREE 16" 6.55/PER L.F., NET FREE 10 c Ar REV. DATE
tj UP y REV. DATE
NOTE NO SOFFIT VENTS IN SOFFITS THAT PROJECT THIS PLAN MUST BE JOB NO.
WITHIN 5' OF PROPERTY LINE.
ON JOB %Q.*,ITE FOR SHEET
EACH INSPECTsW14 4
OF: 5
U)
DOUBLE
FLOODS WP >
IF
TO Fl z
DOUBLE
FLOODS
a_
GFI
wp _LFJ
rr-
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1-7 GFI
GFI + _ _j L_ - GFI IF
wp
db DW SINK & qp
GFI
3 0
WH 0
0
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ol
3 =@
GFI
3
ATTIC4
ACCES
I PULL L I I L _J
16OWN I
�TAIRSI
c
GF
3
GFI v
qp 3 AFCI LOCATIONS
0
ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT,
SINGLE-PHASE, 15- AND 20-AMPERE OUTLETS LU
IN :FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, 0
PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, a:
RE("REATION ROOMS, CLOSETS, HALLWAYS, AND x
SIMILAR ROOMS OR AREAS SHALL BE PROTECTED X
0 m
BY A COMBINATION TYPE ARC-FAULT CIRCUIT x
lN7,ERUPTER INSTALLED TO PROVIDE PROTECTION
m
OF�BRANCH CIRCUIT.
0
L I
GFCI LOCATIONS
GF�l = INSTALL GROUND-FAULT CIRCUIT INTERUPTS
db db WHERE SHOWN OR PER NEC CODE.
HIGH-EFFICIENCY LAMPS
G 0
wp A WNIMUM OF 75% OF THE LAMPS IN PERMANENTLY Lo
INS�ALLED LIGHTING FIXTURES SHALL BE HIGH 0 *tz
DOUBLE EFFICACY LAMPS
FLOODS >_ Lo
U
To
DOUBLE
FLOODS
u Z
E L E C T R I C A L L E G E N D _j
Fm-1 THE LOCATIONS AND QUANITIES OF OUTLETS, SWITCHES, AND FIXTURES ON THIS v) >
PLAN MAY VARY IN THE ACTUAL HOUSE DUE TO LOCAL BUILDING CODES AND z
(3 o
THE LOCATION OF BUILDIN(� MATERIALS. V)
C)
110 DUPLEX OUTLET EXHAUST FAN <
ELECTRICAL PLAN EXHAUST FAN W/ 0)
&wp WEATHER-PROOF OUTLET LIGHT
&_ 220 OUTLET (9 GARBAGE DISPOSAL
I
SPECIAL PURPOSE OUTLET GARAGE DOOR OPENER
CEILING OUTLET []-J A/C DISCONNECT IL If
I JOB COPY
-b9- SWITCH DRAWN BY JOB#
WIRE/BRACE FOR THIS PLAN MUST BE ED E-16-006
-b9-n 3-WAY SWITCH CEILING FAN W/ SCALE
x
LIGHT ON JOB SITE FOR 1/4" = l'-O" (UNO)
CEILING LIGHT
SINGLE FLOOD
DATE: 07/10/2016
EACH INSPECTI(7,�. ',
PULL-CHAIN DBL. FLOOD CHANGES M/D/Y
REV. DATE
SMOKE DETECTOR REV. DATE
WALL LIGHT CABLE OUTLETS TO JOB NO.
SMOKE DETECTOR LOCATED ON THE JOB SHEET
RECESSED LIGHT CARBON DIOXIDE DETECT. PHONE OUTLET
ELECTRICAL CABLE TV OUTLET
PENDANT LIGHT PANEL BOX 5
OF: 5