1714 ATLANTIC BEACH DR - STRU. DRAWINGS DESIGN SPECIFICATIONS USP CONNECTORS TYPICj6L.HEADER N� TYPI AL DOU13LE TOP
0.131X3' TOE NAIE§ ' PLATE SPLICE W4NDOW SILL SCHEDULE
2X6, 2x8 = (5) NAILS TYPICAL, MP PLATE NAILING& ROUGH DROPPED HEAD MINIMUM END
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILINQ 2x1O, 2xl2 - (7) NAILS 1 11 '-0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END
2014 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSUR S (PSF)_ CONNECTOR FA'STENERS FL# CODE 0.1310" END NAILS: 9- LVL. 11- LVIL (7) NAILS FASTEN ALL TOP PLATES / (16) 0.1310* NAILS 4 4�-4* (1)2x4 SPF #2 (4)12d TOE NAILS
1 CAR SYP SPF TOGETHER w/ (3) ROWS VENLY SPACED
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, (2) 0 2x4,
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +16.3 (9)1 Odx1 114- LVL, 16- LVL (9) NAILS OF .1310 0 12" O.C. STAGGARD. -C 6*-4" (2)2x4 SPF #2 5 12d TOE NAILS
AREA (sf) ZONE cr% 0 * DOOR USP A35 450 450 (3) 0 2x6, 4 8'-4" (,3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
P �1 I a = 40-6" -17.9 0 (4) 0 2x8. SYP#2
DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7') USP RT7 585 4915 (5)8d EA. END L 1 SYP#2 DBL. HEADER, 14 12v-0*1 (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS
ROOF FLOOR 2 CAR +15.5 USP RT8A 775 650 (5)10dxl'/2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, i6-"MAX.1 TOP"PLATE PER PLAN 4'-0"1 MIN.
ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)10dXl'/2" EA. END l. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS Lou Pontigo and
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS.. DIU
-17.0 USP HTW20 1450 1245 (12)10dxl'/2" EA. END
MP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf 100 +15.5 -17.0 1 +15.5 -19.0 1 SEE 5/SO.O
MP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED
BOTTOM CHORD LIVE LOAD 10 psf 0 Psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTIONIo 420 Osceola Avenue
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY -1 11 2x SPF DIAGONAL BLOCKING Jax. Beach, Florida 32250
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"o RC�D TO FTG. 3. USE SYP#2 FOR ALL F7 11 DROPPED FASTENED w/ 3-0.131mx3"
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od --0 HEADER HEADERS L .4 HEADER EA. END TYPICAL. Ph.242-0908 Fax. 241-9557
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/8"0 ROD M FTG. I------ 110 SHEATHING MAY EXTEND 2" FL:CA#8344 SO CA#3579
4. ALL WALLS SHALL BE I PAST BLOCKING- WNDOW
0.75" MAX ANY CASE it e
USP HTT22 5370 5370 5/3"0 ROD TO FTG. BALLOON FRAMED FULL -------- ARCHED ATTACHMENTS MUST
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE L SYP#2 HE DER,
WIND LOADING: USP PAU44 2535 5/."06 R ,D w/ (1 2)16d HEIGHT TO ROOF OR FLOOR FASTEN LOWER STUD TRANSOM PER PLAIII ANCHOR INM 2x MATERIAL.
LINEAR INTERPOLATION IS PERMISSIBLE. BEARING ELEVATION, U.O.N. ON OPTION JACK
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A USP PAU66 2535 %"0 ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BRACING BY OTHER KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS SUCTION. 2-ROWS OF 1 Od COMS SEE PLAN
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/*"x2-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE 0010
0 DESIGN OF WINDOWS/DOORS FASTENING M THE WALL FRAMING IS THE e% a ii E R j.
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE 9*011 Irom
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS, �e G E
BY 0.75 MEN COMBINED w/ DEAD LOAD. AT INTERIOR WALLS % I!! Ite
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS CONNECTION EACH - _ -k
---------- 130 MPH W/lOd MASONRY CUT NAILS 0 TYPICALLY %* FULL PLATE NAIUNG; WINDOW SILL SEE PROVIDE SOLID BLOCKING 00
BASIC WIND SPEED (ASCE 7-10) END In
lea I, a* UPLIFT 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.1310" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL C-�) *** C14
IMPORTANCE FACTOR --------------- 1.00 FOUNDA11ON PLAN ADDITIONAL RODS 0 6'-0" O,C, UPPER LEVEL POSTS & JACK 3 No. 7 7!
(3) 024,
L ak CONNECTOR FA! TENERS FL# CODE ANCHORS AT SHEARWALLS X STUDS
MEAN ROOF HEIGHT ---------------- 25.0 FT a SYP SPF 1 (4) 0 2x6, 10
i4l S TAT
(5) 0 2x8. SDWC15600 SCREW
BLOCKING ONLY REQUIRED
ROOF PITCH ------------------- 6/12 A35 450 450 '1274OW/2-11
BUILDING CATEGORY ---------------- 11 SEE 8/SO.O
EXPOSURE CATEGORY -------------- 16-10d EA. 0
SEE C & C CHART HTS16 1150 1085 END 04$iS.6 SEE ,PLAN FOR, STJD SIZE <OR
I I I
ENCLOSURE CLASSIFICATION ------------ENCLOSED r ABOVE FOR 'a' DIMENSION . 1) - --- , I AND,O.C. SPACING.
,�a H2.5T 600 520 S-48d EA. END i14�7,8.31 AT SHEARWALLS AND-\ PT. SYP#2 A%
B DENOTES EDGE STRIP. K BEARING WALL:- STUCCO FINISH SOLE PLATE IF
---------- .18 MTS1 2 1000 860 7-1 Odxl'/, EA. END 104516.3 go N - O-Z
INTERNAL PRESSURE COEFFICIENT WALL SHEATHING ;7-=
. . - 4.. ; . , -
FQUNDATION. SEE PLAN, .: .
FOR SPLICING
-10�AV2* EA. END
4 13872.3 4
HTS20 1450 1245 2 CONTINUOUS BLOCKING SEE DETAIL 1/S0.1 C h r i s t o p h e r S a bou ri n P E
7r af MSTA24 1765 1270 9-10d EA, END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS
MATERIAL SPECIFICATIONS 01, WHERE POS T IS ABOVE. OPTIONS 1 V/2 r FL PE#71461
MSTA36 2050 1870 13-10d-EA. END 13872.8 0 8" 0.C. I MAX. MIN.' SOLE PLATE ANCHOR*
-I WALL FRAMING AT WALL FRQIN� AT
HARDWARE AND ANCHORS: 18-16d -,D TRUSS/BEAM FLOOR SHEATH NG, PLATE CHANGE CONDITION RAIS Q HEADI�R CONDITIOU FROM SOLE SEE SCHEDULE.
[NOT ACTUAL PLAN] 1-5/,"0 RM TO FTG. SEE SPECIFICATI PLATE BREAK rlTE�LSIONS DA
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH HTT4 3480 3080 114 1 96.2 8d 0 3" 1 sm ON AY CHOOSE EITHER THE DROPPED
ASTM A 307 OR ASTM F 1554 GRADE 36. 1 ------- BUILDER M WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). SCOPE 'OF SERVICE HTT5 5250 4670 32-16d '0 TRUSS/BEA 11496.2 ------- 1HEADER CONDITION OR RAISED HEADER CONDITION DROPPED HEADER CONDIT
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/8 0 ROD TO FTG.
TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECMRS WHICH ARE EXPOSED TO flir
6-10d M HEADER
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS. LUS28 930 780 10655.113
RETROFIT REBAR/IROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL':NOT HAVE CONTROL M BE RESPONSIBLE 4-10d M JOIST
/ 0 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR X%6" SIMPSON TITEN HD SOLE PLATE ANCHOR
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE ')4 14-16d TOHEADER w/3X3xO.229" WASHER SEE OCT 1 -16
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L. __j HOLD DOWN
LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING
(U.O.N.) THEM To CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL SEE 1/S0.1-/1
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 %*0 ROD EPDXIED 6" MIN 10849.6 SEE 5/S0.0
DOCUMENTS. TOP PLATE
BUTT JOINT
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/."0 ROD EPDXIED 6" MIN 10849.6
EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENQINEERING DESIGN RgSP0N$IRILITIE$1, SET N/A N/A SIMPSON EPDXY-TIE 11506.4 BLOCKING ONLY REQUIRED_/ 210 2" rFIEL.E) ALTERATK)N
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING
�.7 STUCCO FINISH 4-
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED M THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, i 1Q,',16d,TO STUD/BEAM/POST SEE DETAIL 1/SO.1 CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING &ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVIL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/?"0'ROD TO FTG. % RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
OPTIONS BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 16-10d 13872.5 THREADED ROD 10 SHEATHING
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED. TRUSS-M-TRUSS CONNECTION, AND ANY FULL HEIGHT 2-/ FROM THE INTENT OF THE ORIGINAL
I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4*w/3X3xO.22g" PT. SYP# MAX7 'MIN.' CONSTRUCTION DOCUMENTS.ANY
TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRJOR TO
BEING APPROVED BY LOU PONTIGO a
GENE1171 A CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
RAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR BEARING SOLE PL6TE BREAK WHERE REQUIRED BY-N,,�* ADDITIONAL ENGINEERING OR
WALL* EE SCHEDULE INSPECTION FEES.
MID PLATE EPDXY ANCHOR ])TEN HQ GENERALNOTES.
FOR STUD SIZE
P110N
FLOOR SHEATHING SPECIFICATIONS
23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD AND O.C. SPACING. . . . .. . . . . . . .
WALL SHEATHING TO . . . .... . . . . . . .
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
ROOF SHEATHING SPECIFICATIONS* SUPPORTED EDGES
ad1UQLL- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.1 13x2" RING SHANK NAILS 0 6" O.C. EDGE & 6* O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. W11HIN 4'-Om OF ROOF EDGE). SEE DET ILS SEE DETAILS RAISE )g' FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTE
8d 0 3" ' BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
ON S1.01 ON S1.01 PLAN AND FASTEN 3X34.229" 4" 20#.
!LLE - MIN. 15/32" O.C. "THIN 4'-0" OF ROOF EDGE . ---1 -\It, TITEN HD 42" 24"
O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING M 4 -1 w/8d 0 3* O.C. EXAMPLE OF UNSUPPORTED
.32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6 F- EPDXY 42" 24" 3x3xO.229" 4m 2"
METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK NAILS 0 6* O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). (UNBLOCKED) PANEL EDGE-,
N/A N/A N/A.
MAS 42" 24 (TYPICAL) CD
A:
WALL SHEATHING SPEJJnCAIIONSD NOTES: V)
F NAILING M INTERMEDIATE
LEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLkTE TO UPPER MP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT. OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L-------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.-,"'.
STUCCO FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PIATE TO UPPER TOP PLATE. T ROOF Uj
(UON TRUSSES, OR
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS.
MASONRY SPECIFICATION& SINQLE MULTY STORY V)
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WiTH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3*XK' PLATE WASHER, A 3"X3"X'/13,1 W/ 1'/,"0 ROUND
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 4%tSLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE,,.N MORTAR' MA,(,BE USED IN BRICK NENEER. STEEL WASHER MAY BE USED.
CONTRACMIR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALL SECTIONS SOLE PLATE ANCHOR DETAIL Et SCHED r4%\ROOF AND FLOOR SHEATHING NAILING
ULF111�-,
CONCRETE MASONRY UNITS (CMU), SCALE: 3/4m 10-0" N.
SCALE: 3/4" V-0 Lij
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WIGHT,- NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL, CELLS,CONTAINING VER�CAL I\.�-O Oj \Z.00/
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF.-jtASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0*.
MASONRY STEMWA"-- ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-.1"HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE
1/2 11/2
3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH
(3) ROW OF 1 Od
WITH - #4 0 4'-0- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM'OF 40 BAR
NAILS 0 8" O.C. 0 0
DIAMETERS INM EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHA-L BE INCREASED AS NOTED ON 2 PLY STAGGERED
1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF IS". BEAM. I a
SIMPSON 2x4 BLOCKING
SDWCl 5600--N 3 PLY BEAM. 04 024" O.C. FASTEN
CLAY MASONRY (BRICK): K, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF, EACH END w/3-10d
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRIC Li
FRAMING (1) ROW OF 1 Od TOENAILS
PLAN FOR EXTEND SHEATHING VERT. ROWS 12d NAILS 0 4" O.C.
CONCRETE SPECIFICATION& DETAILS TO TOP OF TRUSS AS SHOWN. 12" O.C. V)
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS AT i m
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 1 Od STUD BELOW
GENERAL NOTESo SPECIFICATIONS BELOW. (3) ROWS 12d NAILS 0 4" O.C. LOWER TOP 4-10d
HEEL )p V-0" AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
PRE-ENGINEERED WOOD
FOOTING AND FOUNDATION& EA. SIDE. TOP PLATES
FOOTINGS AND FOUNDA11ONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED M VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION
ORTHOGONAL VIEW
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (,CLAY) SOILS. SOIL COMPAC�IION AND FILL RIPPED TO FIT- 2x4.Q8 2x6 POST OF CORNER CONDITIONS,
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. IWITH GAP SHOWN Uj
a
FOUNDA71ON PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC.. SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS M6 LOCATION FROM THE 0
It (3)ROWS OF 5m (3)ROWS OF 6-Y4*
FOUNDA71ON PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCA11ON BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF F60TING SIZE ORLOCATION IS NOT SIMPSON Ko 7A
TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 ENGINEERED WOOD ENGINEERED WOOD
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3' 0 48" O.C.� OR ROD CHAIRS.' FRAMING AS SH OWN AS SHOWN
SIMPSON
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS SHEATHING MAY SDWC1 5600 CONDITIONS CONDITIONS
SEE ROOF
CONCRETE SLA13S ON GRADE: SIMPSON TER INATE AT SIMPSON-/ FRAMING 3-PLY I-PLY NOTES:
SDWC1 56QO TOP OF DBL. SDWC1 5600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN. COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SEE NOTE', 1 TOP PLATE. SEE NOTE 1 41 DETAILS 14m LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL
TERMITES. SAWCUTS& FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 112'02' GRID WITHIN 12 HOURS OF COr4CRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS.
3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
TYPICAL CONNEC11ON
WOOD FRAMING SPECIFICATIONSD 5" < HEEL < V-07 NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED
HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED M WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASPERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTkCHED FASTENERS SHALL BE NOTES: JACK-M-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
STAINLESS STEEL 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD TRUSSESe AT MP PLATE M STU[. SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER, AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA. TPI,* AND AITC 100. CONTRACMIR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSIALLED AT ALL TRUSSES AS
RO r7
-M-TRUSS CONNEC71ONS AND TRUSS PROFILES ARE THE RESPONSIBILffY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND 5 OF TRUSS CONNECTION BUILT-UP MEMBER FASTENING NTERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.- AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS M AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON \S0.0/
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO MP PLATE: \Z2.0.0/ TRUSS TO PLATE: DESIGN
SDWC SCREW
ROOF COVERING SPEC3FICATIONS9 SDWC15600 SCREW. MP PLATE TO HEADER FA5TENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
AND 11LE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL.* AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD� TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS.
SDWC15600 SCREW MP PLATE TO HEADER FASTENING: AND
WATERPROOFINGD NOT REQUIRED AT GABLE-
SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS.
THAN 4'-6* 0 GENERAL
I (H)
WOOD FASTENING SCHEDULE BRICK NOTES LI N5TEL SCHD PLAN LEGEND AND ABBRENIATIONS KING & JACK __j - PLATE TO HEADER:
4 KING & JACK SDWC SCREW 0-
STUDS SEE PLAN- I NOTES
CONNECTION STUDS SEE PLAN 24" 0.C.
INTERIOR LOAD BEARING WALL
MEMBERS FASTENER LINTEL DIMENSION MIN. BRIG. MAX. SPAN r�71 BUILT-UP POST IN THE WALL (2)12d TOE HEAD Qj
TYPE k2sl NAILS E.E. R SILL DO NOT SCALE DIMENSIONS FROM
MP PLATE TO MP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. 2 x 31/2 x 1/4 4" 6#-0" GABLE X-BRACE, SEE DETAIL 10/S0.1 PLATES SEE HEAD QE11 SILL THESE DRAWINGS.IF A DIMENSION IS
L31/ (MIN) SCHEDULE 2XIS WALL UNCLEAR REFER TO THE
MP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 1-401/2 mx1/4 6 0b HEADER SIZE. JACK AND KING STUD PLATES SEE ARCHITECTURAL DRAWINGS OR
DESIGNATES SHEARWALL THE QUANTITY. ROUGH OPN'G, SEE ARCH SCHEDULE
DBL MP PLATE M STUD FACE NAIL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF� HEAD QR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE:
L5x,31/2*x 1/4 6 W-00 --------- WALL THE SHEARWALL SHEATHING PLATES SEE\ CS18 STRAP w/6-10dxlh* ROOGH OPN'G, SEE ARCH SDWC SCREW
RIM JOIST M TOP PLATE ME NAIL (8d 0 6-) GUN NAIL 0 6- L(5 x W2*x/4 6* 12'-Om SW TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP PLAN NAME
NAILING:
KING STUD TO BOEQM PLATE k CAPTIVA - COASTAL
CEILING JOIST M TOP PLATE ME NAIL (3-8d) 5-GUN NAILS L7 x 31/2*X1/4 6m 16'-0" U*3*/6* DESIGNATES Od COMMONS 0 3' ATTACHMENT CAN BE INTERIOR OR
O.C. EDGE & 6- O.C. -IN THE CONNECTON: : IMRSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-1,6d) 4-GUN NAILS nELD" SDWC15600 SCREW, OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED
1. STEEL LINTELS TO BE MINIMAL 36" A SHEARWALL HOLD�DOVM IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS / KM /LAP
CEILING JOIST M ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS
ADJ - ADJACENT LG - L SDWC SCREW 0
ong
RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STORY
JOIST/TRUSS M PLATE ME NAIL (2-16d) 3-GUN NAILS BM - BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS 24" O.C. DATE
PAINT. WALLS 2X4 WALL
WEATHER BOT - BOTTOM MONO - Monolithic THAN S-6" 10.05.16
TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Center
RAFTER TO PLATE 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board HEADER FASTENING SECDON SCALE
JACK RAFTER M HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT M
DBL DOUBLE PERP -- Perpendicular A I
ROOF RAFTER TO 2x- RIDGE BM. ME NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. DIA DIAMETER PRE ENG - Pre Engineered . !1-. KING STUD TO FRAMING BELOW-
LINTEL
V PSF Pounds per Square Foot A
SCREWS INM HEADER PROVIDE A 2" EA EACH CS18 STRAP W/6-10DX`I)� LPA NO.
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE ATTACHMENT
VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EE - EACH END PSI ounds per Square Inch STUD OR 2X1O NAILS EACH END. STRAP ATTACHMENT OffICE COPY TOLL-16-00734
CONT. HEADER M STUD ME NAIL (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT - PRESSURE TREATED INTERIOR OR EXTERIOR SIDE OF WALL.
ME NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ EQUAL QT - Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN- STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
STUD TO SOLE PLATE HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6' OF) PER SCHEDULE AT LOWER LEVEL HEADERS-/ZJ�L w/8-10d COMMONS GABLE ENDS OR
SOLE PLATE M JOIST/BLOCKING FACE NAIL .(16d 0 16-) GUN NAIL 0 8" TIES 0 12" O.C.- (FOR 11 Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDA11ON SPIT -.Spruce Pine Fur HOLD DOWN IS ISPECIFIED SINGLE STORY MULTI STORY THAN 8:F%W�MLMR CODE COMPUANCE SHEET
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT FOOT SYP Southern Yellow Pine (STACKED WHO THAN 3-
3"xO.131*0 = GUN NAILS 2"xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/jjsm0 WEEP SEE SCHEDULE FTG FOOTING 11-IRU Through ---A\ 7YPICAL HEADER STRAPPING (UNSTACKED W1 CITY OF ATLANTIC BEACH
\AEW HDR HEADER TYP - Typical r8 SEE PERMITS FOR A0011110NAll
2"xO.113*0 = 6d 2/2%0.131"0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE $ECTIQN HORIZ - HORIZONTAL UON 7- Unless Otherwise Noted S000
3*xO.148NO = 10d 31/2"xO.162"O = 16d FLASHING. OE B ICK LINTEL LBS POUNDS WRT - Vertical REOUIREMENTS AND CONDITIONS
M1111 -n"
---'VaERM FAR I
C
T A
RAI S
S�D P n
S
U7D EE
COMS
4�
171
F-
L-L-
S
ROOF
S
0
I WSP
1 Odxl'/2 11/2"xO.131"0 8dx11/2" WWF -� Welded Wire Fabric SHEET OF 9
REVIEWED BY: DATE
U
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER
PLATE w/ 10d 0 4" O.C.
FASTENED TO TOP- WALL SHEATHING
PLATE w/ 10d 0 3" O.0
8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C.
ATTACH AT EACH WALL STUD w/ 3-16
7NAILS AT EA. FRAMING INTERSECTION.
61t
(MIN. OF 6-16d BETWEEN EACH TRUSS)
f, DBL. TOP MAX4 NOTCH HEADER
BLOCKING ONLY REQUIRED If
PLATE BELOW TOP PLATE
AT SHEARWALLS AND
STUCCO FINISH P RCH SHEATHING, Lou Pontigo and
5-8d COM HEADER Associates, n c.
7
EACH SIDE S--E SPECIFICATIONS PORCH
B--LOW ERII
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS- HEADER,
0 8" O.C. DICULAR TRUSS 420 Osceola Avenue
SEE PLAN. PERP�N
0 8"' D.C. SHEATHING SPLICE 24" O.C. BETWEEN OUTER WALL- PORCH PAIRALLEI HEADER & SUPPORT FULL HEIGHT_-., DETAIL B
CONT. RIBBON & FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. _(2)MSTA24 ANCHOR OR DTT2Z Jax. Beach, Florida 32250
CONT. RIBBON BOARD (TYP) 8d COM 0 EACH END w/ 3-0.1310" NAILS PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557
BOARD (TYP) 3" 0.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 SO CA#3579
EACH SIDE TO PORCH HEADER. WALL
------ - QP110N A
FLOOR FLOOR OF SPLICE TRUSS SHEATHING-\
FLOOR
TRUSSES TRUSSES 24" 16 GUAGE POST BASE:
4x4 POST.ABU44
STRAP w/11- POST 24n 16 GUAGE STUD WALL FRAMING
OR JOIS 0 2x4 SYP#2
SHEATHING SPLICE DIAGONAL 10dx,%" EA. END BELOW STRAP w/1 1-- 6x6 POST:ABU66 SOLID BLOCKING
T. R JOIST. AT SHEATHING EDGE
FASTEN EA. 10dxlN' EA. END LSTA12 FOLDED OVER TOP
DOUBLE TOP PLATE 8d COMMON WIRE NAILS
PLATE
END w/ W/5-1 Od NAILS 9%AER J, "zz,
OSB or PLYWOOD PORCH. CONTINUOUS OVER- INTO TOP PLATE & 5-10d TO BLOCKING 0 3" 0.C._.'� 04
-1 L I - .--
3 Od COMMONS 6" HEADER
RIM BOARD )14' PORCH HEADER SLAB NAILS INTO BEAM. SPACI!
E
SEE PLAN '100
SHORTER THAN MAX 0 48" O.C. OMIT IF WALL I
LINE 3TRAPS 124 ROD ROOF TRUSS 06
WALL FRAMING-/ WALL FRAMING FLOOR SYSTEM. ALIGN CEILING WALL FRAMING MSTA SHEATHING IS INSTALLED
a VERTICAL JOINTS WITH ON FACE OF BEAM No. 7
STRAPS EPDXIED 6" MIN
WALL SHEATHING OR JOIST--'s,' 9 -4
a
SHEATHING SPLICE JOINTS INSTALL FLOOR TO ooll FOR PERPENDICULAR 1�0
PLAN MEW OF ELEVA-nON MEW QF
FLOOR STRAPPING PER CONNEC11ON
-4-
M -GLIN *a
BLOCKING ONLY REQUIRED 5-8d COM
TION 1 j 8 w. STAT F C�!
-o' PORCH HEADER PORCH SEE DETAIL B ABOVE
OP OR
AT POSI AT POST 0 oa
AT SHEARWALLS AND-/" .-./ EACH SIDE NAILS CONTINUOUS 2x6 SYP#2 4n
A
LEDGER FASTEI`
STUCCO FINISH OF SPLICE
FULL HEIGHT
OPTION 1 OP110N 2 as
ANCHOR OR DTT2Z 5-0.13lx3" EA. STUD. -..ORI
allows
"own
AMA IM BOARD 0P110N FLOOR "LL SPECIF]
OVER LAP SHEATHING em ATIONSm HOLD DOWN AT MIN. (2)2x4 WOOD Al
1/2 TER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
OR OPTION B
NOTE 1: TO PORCH HEADER. DETAIL A Christopher j Sabourin PE
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" D.C. EDGE AND FIELD
%*
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS r3--%\TYPICAL PORCH BEAM CONNECTION V&*:N 4 WALL ADJ. TO ROOF CONNECTION
I SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATi`_N
1-1�O AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/S0.1 FOR
DIAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS 2-SIMPSON H2.5T.
TRUSS._\� BOT. CHORD w/ 0.131x3" 0 3" O.C. I AD I I I/__G @_\11�I rFIELD .N-TERATION
2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF -----------t --- ------t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP-- ,,,--ROOF TRUSS. TRUSS- SDWC 15600 4 --------4 4----------44 1 1 1 PONTIGO&ASSOCIATES PRIOR TO
PLATE w/ 4-0.1310" 111/4 SHEATHING FASTENED TO 0 32" O.C.
COMMON MAX. TOP PLATE w/ 10d 0 3" D.C. SCREWS 11 U DIFICATIONS WHICH MAY VARY
rT HE INTENT OF THE ORIGINAL
0 CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
16" MAX. SHEARWALL OSB WALL OB L I BEING APPROVED BY LOU PONTIGO a
FASTEN CATS EACH EN SYP#2 CONT. ATTACH o-01 I I I I Ammal I ASSOCIATES MAY RESULT IN
D w/j TOP PLATE AND TRUSS /o'-SHEATHING ADDITIONAL ENGINEERING OR.
3-0
.1310" COMMON TOE NAILS w/ 0.1310" 0 3" O.C. EDGE OF
INSPECTION FEES.
2x MAY OVERHANG TOP PLATE. SHEARWALL-//
C
SHEARWALL OR_.../ SHEARWALL
EXTERIOR WALL 8d SW 8d
ROUGH OPENING, SEE ROUGH OPENING, SEE -4--
ALTERNATE A ALTERNATE B ALTERNATE C AUERNATE G PEREQ TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2-CS116 STRAP KING POST TO
STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CSJ11066
UPPER TO LOWEIR STUDS (A)- UPPER TO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
7/1," OSB pLAE±LRAQj FASTEN ROOF FLOOR DECK 10d 04*0.C. FLOOR S I W 8dD3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED z
TO NAILER w/ (1) ROW 8d TRUSS.N 2x4 SPF#2 CONTINUOUS 2:s TRUSS. END STUDS TO F0UNDA110N /Ph END STUDS TO FOUNDATION
0 3" O.C. FASTEN TO TOP LEDGER FASTENED 8dO3/6: HTT5 OR HDU5 '?;8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNEQ11ON HEADER UP CONNEC11ON
7/ A - (D
PLATE w/ (2) ROWS a OSB TRUSS WEBS WITH- SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION CONNECTION
OF 8d 0 3* D.C. BLOCKING w/3-0.131 x3" 51 EARWALL NOTES: TEE SCHE-DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR
PAN, E FLOOR COMMON. Lf)
1. AT ROOF TRUSS,
2x4 SP FRAMING T T CONTRACTOR MAY SHEARWALL NOTES A H2.5� 0 32r 6. , TOP & BOT A LS1 8 0 32" 0.C.
SYP#2 2x4 NAILER FASTENED ALL AROUN CI-OOSE A,B,C,D, OR G. 1. PROVIDE 3(r," OSB SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B 'SEE' PLAN a SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 127� PROVIDE 2x BLOCKING AT �LL PANEL EDGES.
!I I C (1)MSTA24 STRAPS C
(2) ROWS 0.1310" 0 3" O.C. INTERIOR 3-0.1310" NAILS 0 6" O.C. \\-O.C. FASTENED TOTOP J, 2. USE ALTERNATE A. (2)CS16 STRAPS
PLATE w/ 4-0.1310". A-- EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D
SHEARWALL. FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN
Sw- COMMON.
ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
SHEARWALL OR
5-16c�NAILS TF USSES.
V EXTERIOR WALL
j j
(TYPI AL>wmaw, FASTEN ALL INfERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE Q ALTERNATE E t 0 3. USE ALTERNATE
ALTERNATE F
E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0
USS ATTAQHMENT
/7� SHEARWALL ATTACHMENT AT ROOF Et FLOOR 6� TYPICAL SHEARWALL ELEVATION 7 HEADER TIE DOWN
PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPLIES 4HEN NOTED ON PLAN
I�01
L4-12d TO MULTIPLE BRACED TRUSSES. AS INDICATED IN TRUSS SPECIFICATIONS.
------ 8d COMMON NAILS ROOF NAILS (TYD.) L2x4 SYP#2 OUTLOOKERS - SINGLE aRAONG NOTES MID SPEMCATICINS
AT r o.c.(TYP)7 2x4 BLOCKING. FASTEI TRUSS 0 24" D.C. 0 TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
EACH END w/3-10dj H3 PR H2.5T HURRICANE CLIP 0 EA. RA FOR T-BRACE SHALL BE 1x4 SYP#3
WALL STUDS WALL STUDS OR BETTER OR 2x4 SPF#2 OR BETTER.
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS.
AT 16" O.C. (UON)
AT 16" O.C. FASTEN TO ROOF FRAMING BELOW
w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRA �R
ffil In 11 ROOF SHEATHING COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
DELEGATED TRUSS ENGINEER. 0
2X6 3.)PERMANENT PERMANENT BRACING
ROOF TRUSS-/ ROOF TRUSS-/ ANGLE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP
SIMPSON H3 w/ 10-8d COMMON Is BRACE FRONT SIDE OF WEBS DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATT DBL. SYP#2 NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER
ACH LEDGER THESE STRAPS 161
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE-ONLY WALL SHEATHING UP BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED T-BRACE FASTENED TO 1.1
REQUIRED FOR BRACE GABLEEND TRUSS. a PERPENDICULAR TO TRUSS BOTTOM
BLOCKING MEN OVERFRAME 6 WEB w/ 12d 0 6"O.C. I I CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER 13-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE 1-1 TRUS NTH 2-8d COMMON NAILS. AT
PRODIDE MTS12 QR CS16 DIRECTLY LESS THAN 4'-0" 1 FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, 11 GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 101 AT END WALLS PROVIDE DIAGONALS
TRUSS SHOP DRAWING FOR QTY. AND ACED.
REACTION LEDGER SIZE & NAILING REAC11ON LEDGER SIZE & NAILING AND ROOF MEMBER. END W1 3-10d TOENAILS TO BE BR I I (APPROXIMATELY 457.) TO THE
0-775 2x6 w/ 5-0-1310" 1850-2345 2x8 w/ 6-1/4"OxV SDS SCREWS LOCATION. JE MORE THAN (1) LATERAL-/ ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 wl 8-0.1310" 2346-3125 2x12 w/ 8-/4"0x6" SDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE 1*1 WALL BETWEEN EACH LINE OF BRACING
1251-1540 2x1O w/ 10-0.13lx3* ASSHOWN. lei TO FORM A ZIGZAG PATTERN ALL
/-PLT W/ 2-H2.5T
1540-1850 2x12 w/ 12-0.1310" CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 1 7 NECESSARY AT HIP ROOFS. ALSO
I EDGER A NOTES: WHERE A LEDGER IS INDICATED 0.131x3" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION. FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE
DIAGONALS IN THE END SPACE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8_10d LSTA12 0 48" O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM-
COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. i
SDWC15600 0 36" D.C. OMIT IF TYPICAL
E E E N DECK LEMER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN too,�, PERMANENT TRUSS BRACING
L 10 SOA USE THIS DETAIL M FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4l-6" MAX. ji SCALE: 3/4" 11-0* MIN 2 PLY S D MIN 2 PLY STUD FRAMING
E By USS
OT
D 5R -
C C
TRU 0 L�
ENGSINEER NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2
IN LIEU OF 2 TUDS IN LIEU OF 2 STUDS
b DPTAILS
ITS ACCEPTA E ITS ACCEPTABLE GIRDER TRUSS
J- TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS
FULL HEIGHT
PLAN MIN 2 PLY 36" LONG S 36" LONG STUD OR BEAM
WASHER I X I
ANCHORING SPECIFICA11ONS (1)MSTA24 STRAPS STUD FASTEN w/1 FASTEN w/12-
FOLD OVER TOP PLATE (2)MSTA24 STRAPS
J FASTEN w/1 8-1 Od FOLD OVER TOP PLATE 0.1310" GU 0.131x3a' GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING SIMPSON HTT5 OR
ee
DOUBLE FULL HT. SYSTEM SHALL CONSIST OF WO A307 THREADED HDU5. FASTEN-,\S NAILS (2)MTS1 2
SOLE FASTEN w/18-10d (2)MTS1 2
ANCHOR
FULL HT. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 0
TOP PLATE. 26-10d COMONS
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
CONNECTOR J j SIMPSON D
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE h W1 r DO NOT SCALE DIMENSIONS FROM
PLATE SEE PLAN TOP PLATE, PROVIDE A 2"X 2*x V STEEL WASHER. w/8- X"Xlx" THESE DRAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
-WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 e s SDS SCREWS o. SIMPSON ARCHITECTURAL DRAWINGS OR
FULL HEIGHT
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) Ft LL HEIGHT
0 MINIMUM 2 PLY LTT20B (2)H2.5T \\-(2)H2.5
THREADED ROD
FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD 4'.40
STUD-\ I WITHIN 6" OF
MINIMUM THREADED OD MINIMUM
PROVIDE A HOLE IN THE P
ELEVA110N DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD_\ AT 2ND STORY THREADED AT 2ND STORY
-COUPLER TIGHT STUDS PROVIDE ROD EPDXIED Xx6" TITEN H STUD STUDS PROVIDE
- THREADED ROD LATE 34" LARGER THAN THE I CAPTIVA COAS___)
2PLY EPDXIED 4ob M OR GIRDER (SEE PLAN) 2 PLY PLAN NAME
SEE PLAN SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS a
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE -.0 1 1 CS1 8 STRAPS 7.5" MIN )!r THREADED ROD 2 CS18 STRAPS TAL
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE a /--EPDXIED 4m MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED
S FULL HT.-___ ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS
(OPTIONAL, LOCATE /// SIMPSON TITEN HD ROD COUPLER )�X(5" TITEN HD .[LOOR TO FLOOR)JI
ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) CS / KM /LAP
AS NEEDED) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO %7 RODS THD37634RC (%-x6;Y4-) MINIMUM
AT SILL PLATE AT TOP PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLAN DATE
THE NUT A9O%0E THE UPPENOST PLA7E SHALL BE SIMPSON DTT2Z STUD 46" ROD = DTT2Z 10.05.16
FULL HEIGHT ANCHOR INSTALLA11ON CHART SECURM OVOt INE UMM TO A SH1.10-IMT W/8- X ft xlxo HTT5 ROD = HTT5
OONOITIION PM ONE-HALF TURN OF A STANDARD SCALE
FLOOR W404CH (APPMMAIMY 30 FT.-M OF 70!ItOIA� SDS SCREWS BUILT-UP POST, BUILT-UP POST,-
FRAMING F
THREADED - OIX 70 SHRIKAGE AND of BULDM SEE PLAN. SEE PLAN. AS NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CIONW-ACTON SHALL RE-TIGHM NUT TO 30
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF TOR= AFM ALL. IRADES AK LPA No.
COkfUM AND TO 149"71ION.
SEE PLAN PER PLAN. 3/8 14"o I/ "o 4" 4" 2" 3*
I L.2x2x'/a TOLL-16-00734
ot
MBEDMENT 5/8 X"O 3/4"0 3x3x1/4" 7.5" 12" :W .3- EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTT20B CONTROL No.
DEPTH(F) DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2
MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE y
REQUIREMENTS EU LL H EU LL H FULL HEIGHT TR CONVENTIONAL
FULL HEIGHT VANCLIJOR EIGHT ROD EIGHT ROD
T
WALL SECTION THREADED ROD INSTALLATION CHART
WFULL HEIGHT ROD ALTERNATE
_-N F
AW�CHMENT ri 4 ULL HEIGHT THREADED ROD 15� HOLD DOWN ATTACHMENf DETAIL IVQ**:NV1 6� GIRD
r12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ER / BEAM STRAPPING Soo]
i THIS DETAIL ONLY APPLIES WHEN NOTED ON P7N
3EC
MIN
P RO N,4" -,, Mimi
tSE
LO,
PE
SHEA1
A
EE- r"wiTE7S
9@4SA D V
F 2x
To
2 x
w Qj R
LUN-\
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE
�S_0-1 SHEET 2 OF 9
C Py
OVERLAP SIDEWALL
TOP PLATE
CRIPPLE
//—STUD
GARAGE
HEADER GARAGE HEADER, GARAGE HEADER,
SEE PLAN—\ SEE PLAN
ROOF SHEATHING PER
ALWAYS PLACE GOAL POST. FASTEN TO STUD . ..... CONSTRUCTION SPEC's
HEADER AT PACK NTH 2—ROWS OF 16d iso
LouPont a n d
TOP OF ROUGH RING SHANK NAILS 0 12" O.C.
OPENING 1 Od COMMONS Associates, Inc.
A2)20ga STRAPS 1/2"00" S.S LAG BOLT
0 6"o.c
HEADER TO JACK ATTACH GARAGE DOOR THRU
UPRIGHT BUCK DIRECTLY INTO SPLICE 2x6 x 4-'-6" P.T. SYP NO.2 420 Osceola Avenue
(2)2x6 KING STUDS —41— EXPOSED RAFTER TAIL TO EACH ROOF 2x6 SPF#2 RAFTERS
H TT5 W/ STUD PACK, PER GARAGE DOOR (2)M STA24 Jax. Beach, Florida 32250
0 24"o.c
(2)MSTA24—A TRUSS 0 24" O.C.
(2)2x6 JACK STUDS THREADED ROD SUPPLIER Ph.242-0908 Fax.241-9557
EPDXIED 12"—\ 2x6 SYP#2LEDGER H2.5T
w/2-1/4"W SDS FL:CA#8344 SO CA#3579
HTT5 w/ SCREWS 0 16"o.c
(2)2x STUD CORNER,,N, z%" THREADED ROD
'0 EPDXIED 12" 0 ALWAYS PLACE —ENGINEERED-
p 6 0 5 0 HEADER AT PRE
---rA TOP OF ROUGH WOOD ROOF TRUSSES. 2x SPF BLOCKING
P.T. SOLE PLATENN J!L A ... GARAGE �1 75 w/ OPENING 12d C MON RIPPED TO FIT 6x6 POST SEE PLAN1� WOOD BEAM PER PLAN
SOLE PLATE / JACKS AND KING WIRE AILS IN WITH GAPSHOWN 00, (2)H2.5T p lilt"
FLOOR ANCHOR 75 1HREADED ROD #4 F"E R J.
STUDS PER PLAN. 0 4" O.C.
1-1 - < -
EPDXIED 12" STAGGERED SOFFIT, SEE 4x4 HORIZONTAL LEG 1\�) 00 \0 E 0
SOLE PLATET/ 101-
HTT5 w/ ARCH. 3-10d TOENAILS—/
ANCHOR .4 GARAGE WING WALL SECTION V'x8" LAG SCREW
THICKENED SLAB EDGE EACH SIDE
THREADED ROD RECESSED
No. 71
AT GARAGE OPENING. EPDXIED 12"
.4 P.T. SOLE 4x4 DIAGONAL
IT DOUBLE
77,
7T 1x4 P.T. SYP
EAL]!
ME
TOP PLATE
STATE
FASCIA
r OPENING.
T
NOTES: !��.J) :!,
-wpm
4
10A V'xe LAG SCREW .41�40-
!$
HEADER AT TOP OF ROUGH OPENING.
1. ALWAYS PLACE GA RECESSED
0
SHEATHING MAY
GARAGE WING WALL ELEVATION 4 4 wi, TERMINATE AT 4x4 VERTICAL
TOP OF DBL.
C h r i s t o
pher J Sabourin PE
TOP PLATE.
ALL EXPOSED METAL FL PE#71461
CONNECTORS AND
FASTENERS SHALL
BE STAINLESS STEEL
RAFTER TAIL DETAIL r"iTE�ISIONS DATE
*EN GARAGE HEADER FRAMING GARAGE CENTER�VVALL FRAMING r3 SHED ROOF - BRACKET DETAIL
VS0.2j SCALE: 3/4" V-0" �,SO.2j SCALE: 3/4' — V-0"
%%WOOF
KING STUD M, Top PI AM.
5" * 0000
SDWC15600 SCREW. FIELD ALTERAMN
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
0, 0 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
STUD TO ASSOCIATES MAY RESULT IN
SDWC15600 SCR W.—O ADDITIONAL ENGINEERING OR
E
INSPECTION FEES.
0 32' O.C.
HEADER STUD
1—MSTA24
PORCH BEAM SUPPORTPOST
JACK STUD r3i JACK STUD IF 4x4 IS SPECIFIED ON PLAN, z
AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT.
MIN. (2)2x4 PT SYP #2
U LD
-Ir WALL IF 6x6 IS SPECIFIED ON PLAN,
24" MAX.
/--SHEATHING USE (3)2x4 SPF#2 SUPPORT.
12" MIN.
RATED WALL SHEATHING w/ I — BOT PLATE IQ ERAMING, Ln
CS18 w/7-10dxl)�" Y4'x3X" 8d 0 6" O.C. EDGE & FIELD. --- ATTACH PORCH BEAM TO BELOW CS180 320 O.C.
PL6N MEW PLAN VIEW SIMPSON LTT20B 0
EACH END 0 48" TAPCON� SUPPORT POST w/ (2)HTS20.
SCREW RECESSED IN SLAB
O.C. STRAP CAN BE
INSTALLED EITHER w/X" THREADED ATTACH SUPPORT POST TO
FACE OF STUD 5z CS18 w/7-10dxlX" ROD EPDXIED 4" SOLEPLATE FOUNDA11ON NTH HTT4
EACH END 0 48" ANCH(0)P w/ 5/e"04" EMBED EPDXY ROD. U.O.N. z3CCEz=.
O.C. STRAP CAN BE
INSTALLED EITHER CONC. CONC. SYP#2 PT SOLE PLATE
13OX COLUMN
FACE OF STUD SLAB—\ SLAB SZw 7
FLOOR FLOOR 8d 0 3" FLOOR T MAY BE USED IN LIEU OF 4x4 OR 6x6. Uj
TRUSSES TRUSSES TRUSSES WATER PROOFING AT
OR JOIST. LOWER POR11ON OF
OR JOI ST. OR JOIST. ELEVATIO ELEVATION MEW
N Md E
BOX COLUMN BY BUILDER
IIF PT MATERIAL IS NOT USED.
OP TI ON A apn0N 8 BEAM SEE
PLAN
OVEAL61? opnON A OPTION B
STRAPPING
OPTION Q 0
DROP
1;;�IEN WALL STRAPPING OVER BEAM EN 6 FRO��T ENTRY JAMB FASTENING BOX COLUMN DETAIL �WA�LL STRAPPING DETAIL
t5A��THIISDETAIL ONLY APPLIES WHEN NOTED ON PLAN so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r,��SO. THiS DETAIL ONLY APPLIES' WHEN NOTED ON PLAN
0 cj) Uj
z
0
0
4 4 4
STUD TO TOP PLATEP
SDWC1 5600 SCREW.
0
0 32" O.C.
STUD TO TOP PLATE:
SDWC1 5600 SCREW. 0 1 1 4
0 32" O.C.
STUDS TO TOP PLATE STUD TO BOT PLATED
BOT PLATE TO TRUSS SDWC1 5600 SCREW.
Y4�x4X' LAG SCREW—\ 0 320 O.C.
WITH ROUND WASHER misc
AT EACH FLOOR 'MUSS
FRAMING
---------- ------ ------------
1110T PLATE TO FRAMINGT
BELOW CS180 32w O.C. �,�NNNNN STUD TO BOT PLATE:
BOT PLATE TO 'MUSS TRUSSES PERPENDICULARI TO: AALL ABOVE SDWC15600 SCREW.
0 32" O.C,
Y4�x4fi* LAG SCREW
r r DO NOT SCALE DIME
I NTH ROUND WASHER NSIONS FROM
Z= ------- -------- ---- -- ----
AT EACH FLOOR TRUSS UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
PLAN NAME
CAPTIVA — COASTAL
DESIGN/DRAWN/CHECKED
oil] I I CS / KM /LAP
TRUSS OR BEAM PARALLEL' TO IWALL ABOVE DATE
10.05.16
MEN 9 WALL STRAPPING DETAIL WALL STRAPPING DETAIL SCALE
A N TED
SO. THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PI AN LPA No.
TOLL-16-00734
CONTROL No.
SHEET
OFFICE COPY
S002
7#� �EDGEJR
x6 S
a Jr..
6 0 5 6
SHEET 3 OF 9
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
V _ 71
/7771 INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
ou Pontigo and
BEAM OR TRUSS. SEE PLAN Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
3
S1.01 S1.01 S1.01
?\A ER
_jI L_
7f:
C4
No.
z
TNN
r3
S1.01
I S TAT
F
MONO FOOTING TO
,�Cj
S1.01 Ila
DOWELS EPDXIED 6" MIN. BUILDER
0
STEMWALL w/ 2-#5x3O r9 STAIRS BY I ..R
Christo h�' Sabourin P E
FL PE#71461
0
< ...........
3:
EO 2; riw�,SONS DATE
9 C/)
4" CONCRETE SLAB w/ S1.01
d 1 0
-I"\-FIBERMESH @ 1.5 LBS/CU.YD.
OF CONCRETE OR 6x6 W1.4xW1.4 SAWCUT I
^4 WWF ON 6MIL VAPOR BARRIER xxxxxxxxxxx9ft r3
-ALV1 IN PREPARED GRADE.
�Si.01) <
PROVIDE 2-#4x4' C/)
CORNER CRACK BAR,S ..............
AT SLAB MID-DEPTH. �FIELD ALTERATUN
PROVIDE SAW CUTS PER 9
PAVERS r N S1.01
5/S1.01, BUILDER TO S1.01 PONTIGO&ASSOCIATES PRIOFZ TO
BY OTHERS *_ tp MAKING ANY STR.UCTURAL FIELD
COORDINATE WITH FINISH J 5 9 120-500 MODIFICATIONS WHICH MAY VARY
I lie INTENT OF THE ORIGINAL
FLOOR MATERIAL. __j CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
9 ADDITIONAL ENGINEERING OR
6
S1.01 S1.01 K�3� INSPECTION FEB.
STAI R S1.01
S BY
BUILDER sk 7 X<N' C
Li
MONO FOOTING TO
STEMWALL w/ 2-#5x3O to
DOWELS E'PDXIED 6" MIN. CD
4 32 V_5 19 31-2$0 6'-4"
S1.01 V Ln
F2.0
\-STAIRS BY Uj
BUILDER
Uj
FT'
6 1 1 '��! I -
S1.01 6 F
6 Ljj
S1.01 S1.01
X> S1.01
z
0
24'_1 0 9 4 - riow I % . I-
I ,a- - T
KV 6
6 6 <I I
S1.0 S 1 S1.01
-Vi Si.Qj
00 17 LLJ
7B F
S1.01 S1.01
f-Up 0 1 MONO FOOTING TO PAVERS!
I I STEMWALL w/ 2-#5x3O" BY OTHE�S
_j I
C-4 I zjj 0"�\ DOWELS EPDXIED 6" MIN.
0
S1 01 0
7\ 5'-6 5 3'-,,4- -L 16'-11
10 q
V1.0) Uj
I L u
2
S1.01 S1.01 S1.01 1.01
0
_3 FOUNDATION
PLAN
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR FZEFER TO THE
A HITECTURAL DRAWINGS OR
CONTACT THE E.O.R_
CAPTIVA, - COASTA
PLAN NAME
FOUNDATION P1 Alr�j
FOOTING SCHEDULE AND NOTES
L
SCALE: 1/4" 1'-0"
DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE
CS KM
i V_Opp LAP
3-#5 EA. WAY BOT. 20-0" 20-0#0 2.0
DATE
it
3-#5 EA. WAY BOT. -Opp 20-6" 20-6#0 F2.5
10.05.16
it-Opp 0_0*9
3-#5 EA. WAY BOT. 30-O's 3 F3 1.0 SCALE
it-Opp
4-#5 EA. WAY BOT. 30-6" 3P-6*0 F3.5
AS NOTED
it-Opp
4-#5 EA. WAY BOT. 4'-0" 4'-0" F4.0 L?A No.
10-009
4-#5 EA. WAY BOT. 4'-6- 4'-6" F4.5 TOLL-16-00734
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
OFFICE COPY
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160
PROCTOR IN ACCORDANCE NTH ASTM D 1557.
1 1'--
mini
------------
L1\1 V-01
N
\1 -Vol N"..V-01
F
SHEET 4 OF 9
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
AT WALLS GREATER THEN 12$0 HOOK INTO SLAB. 1 —#5 CONT., PROVIDE to SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 7B/S1.01 8 CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and
FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
LAYOUT PLAN AND SEEARCH PLAN 420 Osceola Avenue
PERMANENT LATERAL . .V SLAB ON
LSUPPORT DETAIL. C A z-SLAB ON GRADE, 51 ax. Beac , Florida 32250
r 2 Ph.242-0908 Fax. 241-9557
SEE PLAN. GRADE
FL:CA#8344 SC:CA#3579
_F SEE PLAN.
4
GRADE OR CONC.
SLAB, SEE PLAN.
V—F
�-��8 to C IU STEM WALL W/
#4 DOWEL TO MATCH VERT. OD
SHOWER PAN SL ES TO DRAIN, SEE ARCH SLAB ON m"ER j
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE 4 - #4 VERTICAL DOWELS @ 24" O.C.
ww= GRADE— 4 4
SCHEDULE) wl 6" HOOK INTO PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. LU 90* BEND INTO FTG.
CMU SEE PLAN I
REINFORCING 00
FOOTING. LAP VERT REINFORCING
COURSES 14 4
Qf 0.
25" IF STEMWALL IS GREATER \X\
1 TO 6 #4 VERT. 0 48"O.C. LLJ
Ulf
�STEMWALL�'
STAT
'14 F
***,�CONTINUOUS CONCRETE A*-
THW:.(3) COURSES.
7 TO 10 #4 VERT. @ 24"O.C.
1 /S1 -01
..00
11 TO 12 #4 VERT. @ 8"O.C. CON T. CONCRETE FOOTING All 00
FOOTING 01 40R10
/h3 CLEAR
1—STORY, W/(2)#5 CONT.
STEMWALLS OVER 6 COURSES TO 8"d. x 16 w
HAVE TRUSS TYPE HORIZ. JOINT
C h r i p h e i
s t 0 VMS I ourin PE
REINF. BETWEEN EVERY OTHER 1 0"d x 20 w l.,2—STORY, w/(3)#4 OR (2)#5 CONT.
10' x20 FL PE#71461
COURSE. FILL CELLS SOLID.
w/ 2—#5 CONT. ..............
ri_%� STEMWALL FOOTING I/�2 FOOTING W/ SHOWER RECESS GARAGE STEM WALL r";01SUNS IDA-M�
S1.01 SCALE: 3/4" V-0" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED)
�FIELD, ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO Et ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
STEP, SEE CONSTRUCTION DOCUMENTS.ANY
TYPICAL WALL FRAMING FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
AND ANCHORAGE PER ARCH. ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
(4)) MAX.)
CONSTRUCTION SPECS. EQUAL TO SLAB
THICKNESS.
ti
7B, . !2, SLAB RECESS
SLAB ON
4__ BRICK VENEER IS z
7
GRADE
4 ACCEPTABLE WITHOUT
SEE PLAN. CD
WALL FR WALL FRAMING INCREASE OF FOOTING
< 0011 SLAB ON GRADE, SI ZE. Ln
:2 ELASTOMERIC SEALANT SEE PLAN 2—#5 CONT.
X 44 AMING
1 to DEEP SAWCUT w/
SLAB ON
STEP, SEE ARCH. PLAN.
CN 4L._ -, I -
0 -0 GRADE,
4-
�__SLAB ON
6< V ___1
ALT. FOOTING AT IN' -4 `-SEE PLAN.
GRADE,
BUILDERS DISCRETION. 00
NOTES: F SEE PLAN.
4
-01 CRE 4
1) PROVIDE 8AWCUTS I TE / ;e\ \x\ % X
i� �! ; 1� A - 4
#3 0 48" 0.C. APPROXIMATE 12' X 12, "MAX. SQ.
7
ROD CHAIRS (TYP.)
SLAI WITHIN 4 TO
2) SAWCUT CONC.1
12 HOURS OF 'CONC. PLACEMENT. OPTIONAL z
12 w/(2)#5 CONT. 8'X1 6"
to ---N— 1—STORY, w/(2)#5 CONT.
2 FLAIR
i j 80 x20" 8"xl,6" 1—STORY, w/(2)#5 CONT.
2—STORY, W/(2)#5 CONT. *%, 2—STORY, w/(2)#5 CONT. n
8"X20"
4 BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN
MONOLITHIC EDGE FOOTING ��5 SAW CUT DETAIL r6
\51.01,/ SCALE: 3/4 V-0))
1\�-O 1 oil S1.01
8x8 PRE—CAST LINTEL,
w/ 1—#5
Lu
TYPICAL WALL FRAMING AND ANCHORAGE
PER CONSTRUCTION SPECS.
FLOOD VENT, (1)#5 CONTINUOUS, PROVIDE
SEE NOTES ABOVE___—� CORNER BARS TYPICAL
12" HOOK IN70 SLAB.
JAMB REINF.
MATCH DOOR
SLAB ON GRADE WITH, SEE A CH. RECESS PAVER BY
co If SLAB ON —#5 OTHERS
SEE PLAN.-- I BOND' BEAM w/1
4.
GRADE
SEE PLAN.
-11 IE��l I F�l 11! M_11�LF—=, I I IE�I F=,_..LI 1=1 I Fi I PAVING
I F��i I 1=1 112:�tl I 5�1 I 1�1 I 1��I 1=1 I 1=1 I 1=1 I H�I kz;I I I I I I- MISIC
X
BY BUILDER <
1=1 I I=E E i___j I I_—I 1 r--I 11 8" MASONRY
=FEW
12"xl 2" 1#5 CONT. STEM WA FRAMING
- ]DETAIL 10B LL w/
8" CMU STEM WALL \V/ E.J. CD 1 #4 @ 481, O.C.
GRADE OR C NC.
#4 VERTICAL DOWELS , 0 24" O.C., MATERIAL DETAILS
SLAB, SEE PtAN.
SLAB ON
-4
GRADE,
FLOOD VENT NOTES: 90" BEND INTO F
SE
E PLAN.
—THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS
'ID
ABOVE THE ADJACENT GROUND LEVEL. L
4
DO NOT SCALE DIMENSIONS FROM
CONTINUOUS CONCRE TE!, bll� .4
THICKENED EDGE THESE DRAWINGS.IF A DIMENSION 5
OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS FOQTI�b 8 X8" UNCLEAR REFER TO THE
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED -.TDETAIL 10A
ARCHITECTURAL DRAWINGS OR
3 CLEAR--\ w/ 1—#5 CONT.
EQU L ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF
TYP (2)#5 CONT.
CAPTIVA — COASTAL
PLAN NAME
10 it x20" ' 2" THICK X 20" WID
w/ 2—#5 CONT. DESIGN/DRAWN/CHECKED
CS / Km /LAP
H STEM WALL DATE
r8 �io THICKENED SLAB PpRC 10.05.16
FLOOD VENT DETAIL r9 STEM WAI L__AT GARAGE
SCALE: 3/400 11—011 SCALE: 3/4" V-0 SCALE
1\ AS NOTED
LPA No.
TOLL-16-00734
CONTROL No.
SHEET
OFFICE COPY S1601
F7m 371
V mm
WF
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DES"ATES SIDE OF WALL THE
Sw, 3 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3* O.C. EDGE & 6" O.C. "IN THE
FIELD*
DESIGNATES THE HEADER SIZE. NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORTHEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/80.0, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
ANCHOR LEGEND A#8344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
6x6 SYP#2 POST SEE 3/S0.1 FOR X THREADED ROD, SEE DETAIL 12/SO.1
w/ABU66 SEE DETAIL BEAM CONN. (TYP.) (1)2x6 SEE DETAIL
2/S0.1 (TYP.). J1 SPF#2 A307 DIAMETER FULL HEIGHT
PO
010- V"ER
(2)2x6 (2)2x6-1/1 (2)2x6--- 05004a
THREADED ROD. SEE DETAIL 12/SO.1
(2)M-_1/1� Sim.
/1� . e%E
#
(2)1.75xll.25 2.OE LVL ST. 1/SO.2 X5
# 0 0
ROD TERMINATES AT FIRST FLOOR
TOP PLATE. SEE DETAIL 12/SO.1 0. 4
3D
A307 DIAMETER THREADED
Pan'
0
BRACK TS w/ SHED ROD TERMINATES AT FIRST FLOOR S
OF
TOP PLATE, SEE DETAIL 12/SO.1
0 40-.
A-
ROOF. EE DETAIL
L.Lj 4/SO.2:;(4 PLACES)
X
04 SIMPSON HTT5 SEE DETAIL 15/SO.1
X
N Li bi C14 X
Christ �Urin PE
]z
w SIMPSON DTT2Z SEE DETAIL15/SO.1 F L PE#71461
LF_ X
CN
_&*%�PACK SOLID < .C4
TOP PLAT7_ TO STUD: or_ REVISONS DATE�
, W/STUDS > < SIMPSON LTT20B SEE DETAIL15/SO.1
R SDWC1 5E OC @ 48" O.C. 0
co
<
12* LONG LIGHT GAUGE STRAP
W-w y z 7 7 7 7 46ij z z I LSTA1 2 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
OSB WALL
SHEATHING. WALL STUD SCHEDULE
Ld
> SEE DETAL PLATE STUD SIZE
FA'STEN TOP OF WALL cr_ LLJ T1ION HEIGHT & SPACING
0 F- C) 2/SO.2.
LOCA
Uj 04
< PER DETAIL 5/S0.1. < EXTERIOR go-im 2X4 SPF#2 0 16" O.C. rRELD ALTERATUN
Nl�l _17 MAX I
_j U-) 04 10,-1 2x6 SPF#2 0 16* O.C. CONTRACTOR SHALL CONTACT LOU
> 0 Lj r- X EXTERIOR PONTIGO a ASSOCIATES PRIOR TO
X MAX 2x4 SPF#2 0 12* O.C.
04 MAKING ANY STRUCTURAL FIELD
< EXTERIOR 10,_1 TO 2x6 SPF#2 0 16* O.C. MODIFICATIONS WHICH MAY VARY
14*-D* FROM THE INTENT OF THE ORIGINAL
LLI
0 CONSTRUCTION DOCUMENTS.ANY
V) 04
V_ * < INTERIOR 10,-0" 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
X 0 MAX
04 SDI BEING APPROVED BY LOU PONTK30
STRAP HEADER PER (1)2x6 OR 12'-Om 2_X6 SPF#2 0 16* O.C. IX ASSOCIATES MAY RESULT IN
INTERI MAX 2X4 SPF#2 0 12w O.C. ADDITIONAL ENGINEERING OR
1101 DETAIL 7/S0.1. SPF#2 INSPECTION FEES.
0 %, STUD NOTM
POST.
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
LO 0
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
a Ak CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ILL j I ARCHITECTURAL REQUIREMENTS.
SHEATH CONT. 2/1) L_ _j
(2-PLY 9.5" LVL-
PRIOR TO FRAMING TOP PLATE TO STUD: e-S 3.) SPF DENOTES SPRUCE PINE nR.. SYP DENOTES SOUTHERN
SGD POCKET,__'�'zj. SDWC15600 @ 48" O.C. J* SEE DETAIL YELLOW PINE.
(3)2x4 S F#2 0 1/SO.2. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
(2)2x6 POST EACH cl
to 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
SPF#2 2x6 SPF#2 STUD @ 12" O.C. END OF _'IRDER. X
6 J# 41 e_ 04 04 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
3:: POST.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT Ln
((2)2xl 0-1/D SHEARWALLS
(2)2x8-1/1 COMBINED USE PANEL NOTES
FEE 1
(3)2x6 I STRAP HEADER PER 111711111117777777= 3: 1. EXTERIOR WALL SHEATHING SHALL BE
SPF#2-/l I I EN '__1 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
LIJ (3)2x4 U) TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
POST. DETAIL 7/S0.1. > W LL PER %J SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
- . -k %L.� I I IN U Uj
I ETAIL X SPF#2 0
POST.
2. SEE SHEET SO.0 FOR WALL SHEATHING
< X
co F� z
X SPECIFICATIONS.
1z2"77777r__-- 3. UPPER MOST TOP PLATE SUPPORTING ROOF
p I F� 4<
STRAP HEADER PER u- > I%.",
(2 6-1 1 0 MEMBERS SHALL BE STRAPPED AS SHOWN IN
N-1 N/ m DETAIL 1/SO.O 0 n
DETAIL 7/S0.1. of \'V
LIJ < 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
(D
,X 3/SO.O
N 0 01 6x6 SYP#2 POST w/ Uj
V) . I/,/ CD 1 3:
N L1_ Ln '%',��ABU66 SEE DEAkIL GENERAL NOTES V)
ALL OAZ =0 w 4 .e--, j 2 SO.1 (TYP.).
HEAT G. C3 LIJ 1%
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
0
0
to f1f SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
%L.0 X
51 SIZES AND SPACING. AT GIRDERS AND BEAMS,
to 04
F WALL P E 0-1%1 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
I OSB WALL 50�4 04 PLIES.
D I L .1. SHEATHING. (2)2x6
U) _< I Uj
SPF#2 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
POS SHEATHING SPECIFICATIONS. Z
C(3)2xl 11�111,..........
. ................
U
m IF7:U 3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE
-------------- S PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
F07 (2)2xlO 0
(2)2x8 1/1� (2)M-_1/1� (2)M-17/1 (2)2x8-_1/1�
(2)2x6-1 1/1 (2)2X6 MM-i/1 PROVIDE MIN 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
SPF#2 (2)INTERMEDIATE SEE DETAIL 3/S0.1 3/SO.O
POST. JACK STUDS. STRAP FOR BEAM CONN. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
(TYP.). 0
ATTACHMENT PER DETAIL 5/S0.1
2X4 BLOCKING @ 24 HEADER PER 7/S0.1
O.C. w/3-10d 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
TOENAILS EACH END TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
4-0.131 x3 7. AT PORCHES. SEE DETAIL 2/S0.1 FOR FRAMING
AND HOLD DOWNS
2x4 LEDGER
CS-18 STRAPPING DETAIL
ROOF CS1 8 STRAP w/ 10"
2x4 BLOCKING END LENGTH. FASTEN FIRST FLOOR
@ 24" 0.C. TRUSSES THIS END w/ 9-10d.
2-SDWC1 5600
z FRAMING
WALL FRAMING wo
AT EA z
SHEATHING NAILER
BLOCKING PLAN
CRIPPLE STUDS HEARWALL NOTE: SW: 3/6
NO NAILS REQUIRED
@ 16 ox, NAIL TO
IN CLEAR SPAN
-5/6 DESIGNATES SHEARWALL FLOOR
ADJACENT STUD SW:
TRUSSES
w/3-10d COMMONS WALL SHEATHING NAILING - 8d @ 3" EDGE AND 6" "FIELD" OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 5
CONTINUOUS. UNCLEAR REMR TO THE
z
WALL FRAMING ARCHITECTURAL DRAWINGS OR
am SOLE PLATE ANCHORS SEE SCHEDULE ON
z
WALL SHEATHING
ON D:__TAIL 3/SO.O
(2)2X8 SYP#2 FIRST FLOOR FRN ING PLAN V CS1 8 STRAP w/ 10" PLAN NAME
END LENGTH. FASTEN
PLATE CAPTIVA - COASTAL
L_>_<Z] SCALE: 1/4" 1 O-Ow THIS END w/ 9-10d.
DESIGN/DRAWN/CHECKED
WALL SHEATHING SOLE PLATE ANCHOR SPACING SCHD
10d COMMONS CS K AP
313, '*'-_�CONNECTING BUCK AND PLATE
@ 6 0.C ALL EX1ERIOR WALL DATE
42* O.C.
w/8d @ 3 EACH SIDE UNLESS OTHER NOTED
. 10.05.16
2X4X12" LONG ADJACENT SCALE
SHEARWALLS
-/6") 24" O.C.
TO STUD. FASTEN TO HEADER (SW 8d03
AS NOTED
WITH 2-SDWC15600 SCREWS. LPANo.
SOLE PLT 0 f WHEN NOTED ON PLAN
SEE NOTE 2 TOLL-16-00734
CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/30.0
WOOD FRAMED HEAD ABOVE SLIDING GLASS i SHEET
2. AN.'HOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36" 36" OFFICE COPY
ON.-CENTER SPACING S161
*""�q an
0. 7 4
f7mM N I
L L
05 OF
i7l,t
2
§TEN
�E W LL I
Ld IL
LE TA
SHEET 6 OF 9
SYMBOLS LEGEND
J:
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESe
THING AND FRAMING, SEE SHEET SO.O.
1. FOR TYPICAL ROOF SHEA
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 3. FOR GENERAL DESIGN SPECIFICAMONS SEE SHEET = I
4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CLIPS
Products Truss Connector Total List 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
PlotlD Length Product Plies Net Qty Manuf Product Qty WITH 2-12D TOENAILS & 1–SIMPSON SDWC15600 Lou Pontigo and
Associates, I nc.
FB01 8-00-00 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP 2 2 1 USP MSH422 2 SCREW UNLESS OTHERWISE NOTED TRUSS 420 Osceola Avenue
FASTENING DETAILS
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
Sim RAFTER TAILS
2 SEE DETAIL
SO.1
H TS1 6–\ HTS16 9V%ER J.
3/SO.2
00
.............
P__4 No
. 7'
;D, :0 ;0 M
4
14 .14 -N .4 %4 .14 -N N L!
0 – – – – – STAT
A,
ORI
STUD DIRECT
TOP PLATE TO
;.
BELOW TRUSS
7 SDWC15600 STUD SDWC15600
Christopher ) Sabourin PE
PORCH CEILING SHEATHING `- - - - - -
AT BOTTOM CHORD OF
TRUSS SEE 2/S0.1.__N*_�
0 > TRUSS TIE DOWN WITH SIMPSON SDWC ..........
DA
Rafter to Top Plate shown
Truss to Top Plate similar
RAFTER TAILS Optimal 22)�
SEE DETAIL la
3/SO.2 30*
r2 FIELD ALTERAMN
"k so.1 CONTRACTOR SHALL CONTACT LOU
Sim STUD DIRECT PONTIGO a ASSOCIATES PRIOR TO
jo BELOW TRUSS MAKING ANY STRUCTURAL FIELD
X"Mox MODIFICATIONS WHICH MAY VARY
N FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
SDWC15600 TOP PLATE TO BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
- - - - - - - - - - -
1. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be 'birdsmouth" cut.
HT 16
A
(2)HTS16
I L
FRAME UPPER LVL STUDS CONT.
FROM 1 ST LEVEL TOP PLATE TO SIMPSON SDWC INSTALLATION RANGE
2ND LEVEL TOP PLATE. DO NOT SHEATH COI IT.
U
FLO R TRUSS T FRA WALL @ FLOOR THRU LOWER ROOF
VVALL w/ SDWC1 5600 SYS- -_M ELEVATION. TO 2ND LEVELZ
7r .0
BOTTOM PLATE.
Uj
(2)HTS1 6
r77 I I - K 11 1
Ull i
HTS1 6-
J06 LL
r–t–J BRACE TOP OF WALL Ffl
(2)H TS 16 (2)H TS1 b P
PER 1/S0.1.
SHEATH CONT.
TZ
THRU LOWER ROOF--,llllll� 0
OSB BLOCKING �ER
TO BEAM BELOW. +
SO.1
AIL �E/so.i
NI.-1 Sim
14
J16 OSB BLOCKING PER
DETAIL 5E/S0.1
OT DIRECT
STUD N
n
BELOW TRUSS
SDWC15600
Uj
116
I I ED -I Reference detail 20 for installation angle limit
RAFTER TAILS
PORCH CEILING SHEATHING
—AT BOTTOM CHORD OF
SEE DETAIL–/ SDWC INSTALLATION
3/SO.2
0
TRUSS SEE 2 S0,1.
Rafter to Top Plate shown
A r02
(Truss to Top Plate similar)
A
Tol 0 0) LLJ
Z II II I I :l
><
C4
C4 LO LID to In 00 (0 Go z
0
0 0 0 C 0 0 0 0 0 0
LL U_ U LL L.L UL U_ LA_ LA.
LY-1 LL LL U_ LL U_ UL LL
j gv V 'i 8j j n LL
1, LLU % LL LL U_
11 M III b I I I I I 'V�- STUD NOT DIRECTLY
L...........................
BELOW TRUSS
L4
F-41 00
)HTS1 6
HTS1 6–/
HTS1 6–/ RAFTER TAILS
Do not install SDWC in
J 2
SEE DETAIL–/ hatched area
SOA
3/SO.2
Sim
SDWC15600 0
MIN
Overhang 1/2
$ohm
J
SDWC INSTALLATION RANGE
FLOOR AND
ROOF TRUSS
Rafter or Truss
PLACEMENT
X** minimum edge
distance for full
values (with or
Splice may be in upper or PLAN
without a plate
WALL lower plate
Splice)
SHEATHING
zDO NOT SCALE DIMENSIONS FROM
2ND FLOOR WALL THESE DRAWINGS.IF A DIMENSION 6
r
UNCLEAR REFER TO THE
STUDS. SET ON A H
ITECTURAL DRAWINGS OR
X* from top plate
CONTACT THE E.O.R.
DOUBLE TOP PLATE splice Offset
for full values STUD NOT DIRECTLY
FLOOR AND FN%�'_dOF TRQSS 'PLA�CEMENT PLAN BELOW TRUSS PLAN NAME
COASTAL
SCALE: 1/4" 1'-0" CAPTIVA
DESIGN/DRAWN/CHECKED
PRE–ENGINEERED
WOOD ROOF TRUSSES. CS KM LAP
2x6 BLOCKING
BETWEEN EA. TRUSS DATE
SDWC AT TOP PLATE SPLICE 10.05.16
SCALE
A S NOTED
LPA No.
TOLL-16-00734
CONTROL No.
DETAIL
SHEET
'\�.2
OFFICE COPY Slo2
F7M
I �.F4.,*0��\"l
/X
SHEET 7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
----------- LINE DESIGNATES SIDE OF WALL THE
Sm 3 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE. NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER. 0
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, I nc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O. 420 Osceola Avenue
BEAM OR TRUSS. SEE PLAN jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1 -
tof#,Roost
A307 DIAMETER FULL HEIGHT
X5 THREADED ROO, SEE DETAIL 12/SO.1
No.
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
41
STA7'E &
: 40-
tiw
f�1, 0,i!A: A307 DIAMETER THREADED A,
40 to
ROD TERMINATES AT FIRST FLOOR
(95
VP
TOP PLATE, SEE DETAIL 12/SO.1
AN
SIMPSON HTT5 SEE DETAIL 15/S0.1
Christopher j Sabou rin P E
FL PE#71461
SIMPSON DTT2Z SEE DETAIL15/S0.1
............
PEVRONS DATE
FTE74
SIMPSON LTT20B SEE DETAIL15/SO.1
12* LONG LIGHT GAUGE STRAP
LSTA12 FASTEN TO TOP PLATE AND STUD
NTH 5-10d COMMONS
WALL STUD SCHEDULE
LOCATION PLATE STUD SIZE
HEIGHT & SPACING
9#_1" 2x4 SPF#2 0 16* O.C. I(�F
EXTERIOR IELD ALTERATON
MAX
10,-1 2x6 SPF#2 0 16' O.C. CONTRACTOR SHALL CONTACT LOU
EXTERIOR MAX 2x4 SPF#2 0 12* O.C. PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
EXTERIOR 10'-1 TO 2xS SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY
14*-Om FROM THE INTENT OF THE ORIGINAL
10,-0m CONSTRUCTION DOCUMENTS.ANY
INTERIOR MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
INTERIOR 12*-0" 2x6 SPF#2 0 16" D.C. jX ASSOCIATES MAY RESULT IN
STUB NOTM MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
X X X CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
TOP PL, TE TO STUD: z
I YELLOW PINE.
Q) SDWC15600 @ 48" O.C.
0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L9
Ir I-
CD 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
X
CN SHEATH CONT. TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT
THRU LOWER ROOF SHEARWALLS
CS18- %_.11� LU
I _X_ TO 2ND LEVEL
I BOTTOM PLATE. COMBINED USE PANEL NOTES
TOP PLATE TO STUD:
SHEATH CONT. V 1. EXTERIOR WALL SHEA111ING SHALL BE
SDINCII 5600 10 48 0.C.
0 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
JHRU LOWER ROOF- Ax L I
W. '<'4 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
TO BEAM BELO CS1 8 U
SPLICE LOCATIONS FOR MULn STORY CONDITIONS
CS18-
_j k-Ij I
< 2. SEE SHEET SO.0 FOR WALL SHEATHING
C
ry
I SPECIFICATIONS. z
X
3. UPPER MOST TOP PLATE SUPPORTING ROOF
U)
04 MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.O n
0
_j 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
_j :;Tc <
< I-_ I CS18 @ BOTTOM OF STUD CS1 8- 3/SO.O Uj
:z Ld WHERE NOTED. SEE DETAIL CS1 8
20 GENERAL NOTES
AT BOTTOM RIGHT OF PAGE.
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
> SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SIZES AND SPACING. AT GIRDERS AND BEAMS,
SHEATH CONT.
0 THRU LOWER ROOF
CS1 8 CS1 8
TO BEAM BELOW. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
I PLIES.
(X %X
00 00 00 00 00 00 00 00 04 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
A SHEATHING SPECIFICATIONS.
04 V) V) V) V) V) U) V) V)
0 0 0 L) 0 L) 0
F1 r, F 3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE
H, t-CS1 8 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
00 (2)2x6--1=/1 (2)2 (2)M-_1/1� (2)2x6-1/1
V) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
5. At SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/SO.1 0
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
7. AT PORCHES. SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN SECOND
THIS END w/ 9-10d.
nF
z FLOOR
WALL FRAMING wo
It z
FRAMING
NO NAILS REQUIRED PLAN
FLOOR IN CLEAR SPAN
TRUSSES-
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
z
WALL FRAMING LLJ ARCHITECTURAL DRAWINGS OR
11 z
CS1 8 STRAP w/ 10" PLAN NAME
SECOND FLOOR FRAMING PLAN 'TEN
END LENGTH. FAS CAPTIVA - COASTAL
SCALE: 1/4" 1'-Ow THIS END w/ 9-10d. r
DESIGN/DRAWN/CHECKED
CS / KM /LAP
DATE
40.05.16
SCALE
ASNOTED
LPA No.
TOLL-16-00734
CONTROL No.
SHEET
OFFICE COPY S1 *3
�ET 8�OF�9 �il
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPUFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, I nc.
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA#8344 SC:CA#3579
OER J.
S
C E/VS
%
No. 14 1
S
T,
A,
<-
41#1
R
gin
STUD DIRECTLY
0-figo
IBELOW TRUSS TOP PLATE TO
SDWC15600 STUD SDWC15600
Christopher J Sabourin P E
FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC ......
r;TE�ISONS DATE
Rafter to Top Plate shown
Truss to Top Plate similar
Optimal 22)�
10,
X
r�FIELD ALTERAMN
CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO
�BELOW TRUSS MAKING ANY STRUCTURAL FIELD
h"Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
RAFTER TAILS FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
SEE DETAIL SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
3/SO.2 INSPECTION FEB.
HTS16 L_N/1__j
hgtc 1. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be 'birdsmouth" cut.
AAXA'X1KJKAA K.AA2;�AAA AX X'�' 2. Reference detail 4 for installation instructions.
0
uff?: CNIA LN
SIMPSON SDWC INSTALLATION RANGE
F 71
U
T4
//_HT 16 RAFTER TAILS
J4 SEE DETAIL
3/SO.2
IC3
J46
J4
46 J4 LU
RAFTER TAILS J-46
SEE DETAIL—Z T4
3/SO.2 46 T4 STUD NOT DIRECTLY
BELOW TRUSS
SDWC15600
04,1 \C"4'
X CID
46 L Reference detail 2a for installation angle limit Uj
J46 SDWC INSTALLATION
T41 T4
Rafter to Top Plate shown
(Truss to Top Plate similar)
T40 CP Uj
Lr)
F1
— — — — — --- — — >q XN X X < STUD NOT DIRECTLY
HTS1 6—j RAFTER TAILS 2 H TS1 6—/ Do not install SDWC in
SEE DETAIL—/ hatched area
0
3/SO.2 SDWC15600
Ove A�ang ,1 1/2" MIN
Truss Connector Tota List TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 2* MAX
Manuf Product )ty 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SDWC INSTALLATION RANGE
USP THD26 SCREW UNLESS OTHERWISE NOTED
"r"OF TRUSS
PLACEMENT
,,.--Rafter or Truss
V minimum edge
distance for full
PLAN
values (with or Splice may be in upper or
without a plate
lower plate
Splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
r UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
from top plate
splice Offset
for full values STUD NOT DIRECTLY
BELOW TRUSS PLAN NAME
ROOF TRUSS ELA M�NT, PLAN
C
CAPTIVA — COASTAL
SCALE: 1/4" 1'-0"
DESIGN/DRAWN/CHECKED
CS KM LAP
DATE
SDWC AT TOP PLATE SPLICE 10.05.16
SCALE
AS NOTED
LPA No.
TOLL-16-00734
CONTROL No.
SHEET
OFFICE COPY
S194
SHEET 9 OF 9