1759 MARITIME OAK DR - STRU. REVISION DRAWINGS TYPICAL HEAW NAIUNG
DESIGN SPECIFICATIONS USP CONNECTDRS O.l3lX3.so TOE NAILS TYPICAL QOURLF TOP WINDOW SILL SCHEDULE
2X6, 2x8 (5) 'NAILS TYPICAL TOP PLATE NAILING: PLAIL SPI IrF ROUGH DROPPED HEAD MINIMUM END
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD N&UU9; '-0" MIN. SPLICE LENGTH
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 0.11,310" END NAILS: 2xlO, 2xl2 (7) NAILS FASTEN ALL TOP PLATES (16) O.l3lx3* NAILS OPENING OR SILL PLATES FASTENER EACH END
DESIGN IS VO1ID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF (2) 0 2x4, 9- LVL, 11- LVL - (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 4 4-4* (1)2x4 SPF #2 (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +16.3 (9)l Odxl L 14- LVIL, 16- LVL - (9) NAILS OF .13lx3 0 12", O.C. STAGGARD. < 6*-4" (2)2x4 SPF #2 (5)12d TOE NAILS
AREA (sf) ZONE (PSF) 0 a' = 4'-6$* DOOR USP A35 450 450 1/2 (3) 0 2x6, I so-
DESIGN LOADS: ACTUAL AND UNIFORM lo +18.2 -19.8 +18.2 -24.4 (8'x7') -17.9 USP RT7 585 495 (5)8d EA. END (4) 0 2X8. SYP#2 4 4" (3)2x4 SYP #2 1(1)A34 + (*)12d TOE NAILS'
ROOF FLOOR 2 CAR USP RTBA 775 650 (5)l0dxl1/2"` EA. END TYPICAL WALL FRAMING NOTES: syp#2 DBL. HEADER, 4'-0".MIN. < 12'-Oml (3)2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS
+15.5 ROOF SHEATHING, P-MAX.] TOP PLATE PER PLAN
ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)l0dxl1�z" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS F - - zl�� -
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS.. 9F Lou Pontigo and
-17.0 USP HTW20 1450 1245 (12)10dxl'/2" EA. END
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (1 6'x7') SEE 5/SO.O
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf I I --I USP MSTA24 1640 1455 (9)l Od EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED, IF SHEARWALL-\ RAISED ARCHED TRANSOM OPTION*
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d Ek. END HEADER 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
rm FASTENED w/ 3-0.131mx3m
DROPPED
DEFLECTION CRTERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/,,"`0 ROD� TO FTG. 3. USE SYP#2 FOR ALL - ----- jax. Beach, Florida 32250
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d T( HEADER HEADERS r-:: EA. END TYPICAL. Ph.242-0908 Fax.241-9557
HEADER
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTTl 6 4290 4290 5/8"0 ROI TO FTG. /,-'-SHEATHING MAY EXTEND 2- FL:CA# 8344 SC:CA# 3579
0.75" MAX ANY CASE 4. ALL WALLS SHALL BE PAST BLOCKING- WINDOW
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. BALLOON FRAMED FULL -4 -------- ARCHED oo ATTACHMENTS MUST
USP HTT22 5370 5370 5/5*0 ROI TO FTG. I L SYP#2 H ANCHOR INTO 2x MATERIAL.
WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 3/."0 ROD� w/ (12)16d HEIGHT TO ROOF OR FLOOR FASTEN LOWER STUD TRANSOM PER PLAI
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS TO TALLER STUD w/ OPTION JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/8"0 ROD w/ (12)16d PLAN. BEACING BY OTHER 2-ROWS OF 1 Od COMS SEE RIGHT KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS SEE PLAN
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/4 x2--1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE
1 1%
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE SCHEDULE WER J
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FQR SILL S12E AND AT TWO STORY CONDITIONS,
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/lOd MASONRY CUT NAILS 0 CONNECTION EACH Is '.
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH TYPICALLY %* FULL PLATE NAIUNG; WINDOW SILL SEE PROVIDE SOLID BLOCKING
48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131xY TOE NA-ILS: END SCHEDULE WITHIN FLOOR SYSTEM AT ALL Is
IMPORTANCE FACTOR --------------- 1.00 7k a7k UPLIFT No.
*137k FOUNDATION PLAN ADD11IONAL RODS 0 6'-0" O,C, (3) 0 2x4, UPPER LEVEL POSTS & JACK
MEAN ROOF HEIGHT ---------------- 20.0 FT I a CONNECTOR SYP SPF FAS'�'ENERS FL# CODE ANCHORS AT SHEARWALLS (4) 0 2x6, STUDS ip
(5 0 2x8.
ROOF PITCH ------------------- 7/12 :Ti. 7 i SDWC1 5600 SCREW
A35 450 450 -8 -j-1/ TATE
12 d�
SEE 8/SO.O S..
BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED z
H2.5T 600 520 5-Bd L;A, L'z 4 D' 1;
AT SHEARWALLS AND-\ PT. SYP#2
EXPOSURE CATEGORY --------------- B ka k DENOTES EDGE STRIP. INTERIOR BEARI 0 LL.--
STUCCO FINISH SOLE PLATE %X OR I $
r- SEE C & C CHART HTS16 1150 1085 16-10d EA. END 104�6.6 SEE PLAN FOR STJD SIZE
ENCLOSURE CLASSIFICATION ------------ENCLOSED "-4
1 ABOVE FOR 'a' DIMENSION MTS1 2 1000 860 7-1 Odxl'/2 of EA. END 10456.3 AND.� O.C. PACING. A U A A Ll
INTERNAL PRESSURE COEFFICIENT ---------- .18 Is so `1
Ik WALL SHEATHING 41
. . . . 1
A
)CKING 4 .4 A
CONTINUO t
HTS20 1450 1245 24-1 0dx1 1/2" EA. END 13879 3 \_SEE DETAIL l/S0.l 4
A ," , - . "." A, * I I - .
IC- MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR �YSTEM FOR SPLICING 44 FOUNDATQU, SEE P66N, . .. , ., , f 11 .. 11 4 Ch ri stopher J S a bou ri n P E
MATERIAL SPECIFICATIONS if of 16d COMMONS OPTIONS 1'2
Ir 0 7r MSTA36 2050 1870 13-1 Od 'EA. END' 13872.8 WHERE POST IS BOVE. 0 So' 0.C. so 11/2 FL PE#71461
t; FLOOR SHEATHING WALL FRAMING AT WAL� FRAMING A SOLE PLATE ANCH98o
HARDWARE AND ANCHORS: --A 18-16d TO TRUSS/BEAM PLATE CHANGE CONDI SAISED NoONDITION FROM SOLE SEE SCHEDULE
3480 3080 - 11496.2 SEE SPECIFICATIO -;T 9 DA
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] 1"Onf- HTT4 1-5/."0 ROD TO FTG. 8d 0 3" 1 1 F I 016TIE BREAK RETVI! ONS
ASTM A 307 OR ASTM F 1554 GRADE 36. ---- BUILDER MAY CHOOSE EITHER THE DROPPED
WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). SCOPE OF SER%-V/ICE HTT5 5250 4-670 32-16d TC� TRUSS/BEAM - 11496.2 r------- 1HEADER CONDITION OR RAISED HEADER CONDITION DROPPED HEADER CONDITION
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. 1-%mo ROE, TO FTG. TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSo LUS28 930 780 10655.113
RETROFIT REBAR/IROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-10d TO JDIST r X%6" SIMPSON TITEN HD
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/, " FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES. PROCEDURES, OR SOLE PLATE ANCHOR
4 SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 14-16dTO Q&HOLD DOWN
IX AND '/a" LARGER THAN THREADED ROD SIZE. 0531.36 L--- --j w/3X3xO.229" WASHER SEE
LARGER THAN REBAR S OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO DIST SCHEDULE FOR SPACING
(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL SEE 1/so.i--/
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 %"0 ROD I PDXIED 5" MIN 10849.6 SEE 5/S0.O
DOCUMENTS. TOP PLATE BUTT JOINT
(DUAL CARTRIDGE INSTALLA11ON ONLY): ABU66 2300 5/."o ROD E�PDXIED Boo MIN 10849.6
EPDXY-. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES* BLOCKING ONLY REQUIRED 210 2','-'
REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EP DXY-TIE 11506.4 T SHEARWALLS AND WALL SHEATHING �FIELD A..LTERA'nON
STRUCTURAL STEEL. SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d-TO 3TUD/BEAM/POST STUCCO FINISH SEE DETAIL l/S0.l 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 31 PONTIGO&ASSOCIATES PRJOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"o ROE TO FTG. OPTIONS -+ RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
805 695 10-10d 1 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 3872.5 FULL HEIGHT )�" THREADED ROD lhool SHEATHING FROM THE INTENT OF THE ORJGINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY EPDXIED 4"w/3X3x0.229" PT. SYP -om- I- - . . . . . . .. . . . . . . . . . . . . . ..
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 11705 13-8d 10852.1 SHEATHING 2-/ lo I CONSTRUCTION DOCUMENTS.ANY
TO BE WASHER SEE SCHEDULE SILL PLAfE MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
GENE0 A CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
RAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY-N,,j ADDITIONAL ENGINEERING OR
TOP PLATE WALL:-SEE SCHEDULE 11TIEN GENERAL NOTES.
EPDXY ANCHOR
FOR STUD SIZE AN HQR OPT10N
FLOOR SHEATHING SPECIFICATIONS Oplloblf
AND O.C. SPACING.
23/32" T&G OSB OR PLYWOOD SHEATHING. GLUE AND NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD . . . . . . . .. . .
WALL SHEATHING TO . . . .... . . . . . . . . . .. . .
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
ROOF SHEATHING SPECIFICATION& RAISE )go FROM SUPPORTED EDGES,
5ffiNaL- MIN. 7/16"', 24/16, APA RATED OSB OR 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. NTH N 4'-0* OF R001- EDGE). SEE DETAILS SEE DETAILS ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES
8d 0 3" BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
ON Sl.Ol ON Sl.Ol
T - MIN. 15/32" 32/16. APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GA13LE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4' 0" OF ROC F EDGE). PLAN AND FASTEN 11TEN HID 42" 24" 3x3xO.229" 4" 2"
ILE 7 w/8d 0 3" 0.C. EXAMPLE OF UNSUPPORTED
F EPDXY 42 24" 3X3xO-229", 4" -
21 (UNBLOCKED) PANEL EIDGE-,
METAL MIN. 1/2". 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.11,3x2" 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' 6" OF ROOF EDGE).
A
42" 24" N/A N/A N/A (TYPICAL)
-A A,
FICATIONS:
WALL SHEATHING SPECI NOTES:
4<
FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SI[RUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C.IEDGE ANO 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE.
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L---------i L---- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.--".
STUCCO FINISH-MIN. 11/16", 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 PLATE TO UPPER TOP PLATE. ROOF
TRUSSES, OR
(ILION)
MASONRY SPECIFICATI 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS.
9 N 1.11'L SIRGLE STORY MULTY STORY
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 WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF
3. AS AN ALTERNATE TO THE 3"XYXY4" PLATE WASHER, A 3"X3"X/.",W/ V/2"o ROUND
20OORpsi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP,� MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE.,N MORTAR' MAY BE USED IN BRICK VENEER.
CONT ACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEEL WASHER MAY BE USED.
-�ROOF AND FLOOR SHEATHING NAILING
TYP. WAt-L SECTIONS SOLE PLATE ANCHOR DETAIL aSCHLDULE /04
CONCRETE MASONRY UNITS (CMU),- SCALE: 3/4" 1'-0* \,86.0,1 SCALE: 3/4" l'-0"
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-11, NORMAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELIS CONTAINING VERTICAL LLJ
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY MEN,THE WALL HEIGHT EXCEEDS 5'-0*.
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'So MORTAR. WALL COURSING SHALL BE RUNNING,�BOND%, STACK BOND SHALL NOT BE
1/2"
1/2 so 11/2"
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT,, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHA ,L BE REINFORCED PULL HEIGHT t
(3) RQW OF 10d
'-0- 0 INTERSECT16INS-PROVIDE CONTMUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTAILUING' COR14ER BARS, MINIMUM OF 40 BAR
WITH - #4 0 4 C. MAX. AND AT EACH CORNER, WALL END, AND WALL NAILS 0 Om O.C.
I (* MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16- O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF.' -SHALL BE INCREASED ASiNOTED ON 2 PLY 1,
AT STEMWALL CONSTRUCTED OF 5 STAGGERED n
.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6'. BEAM. 2x4 BLOCKING
SIMPSON 11 1-1� . 4<
SDWC1 56007,11N, 3 PLY BEAM. 1) N 024" O.C. FASTEN
CLAY MASONRY (BRIC & HOLLOW BRICK, RESPECTFULLY. SEE ROOF, �"'�2x4 MEMBERS: EACH END w/3-10dj
BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK
FRAMING -7 (1) ROW OF 1 Od TOENAILS
CONCRETE SPECIFICATIONS& PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAI LS 0 4" O.C.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 300Q PS AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12* O.C.
PROVIDE 2x4 BLOCKING 2x6 MEMBERS f I--A--z
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE.
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE Is Is (2) ROW OF 1 Od STUD BELOW
GENERAL NOTES* SPECIFICATIONS BELOW. (3) ROWS 12d NAILS 0 4" O.C. LOWER 1 01 4-10d
HEEL �I 111-o" AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
FOOTING AND FOUNnA33ONS* PRE-ENGINEERED WOOD EA. Sl DE. TOP PLATES n
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMI ORTHOGONAL VIEW WALL INTERSECTION
SUBSURFACE CONDITIONS. IF THE F001ING 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 COMPACTION AND FILL RIPPED TO FIT- 2x4 QR 2?S6 POST 2x8,j!QST CONDITIONS
OF CORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOW14
IL>
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOTSCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 641V 0
SIMPSON
FOUNDATION PLAN SHOWN ON Sl.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDA11ON PLAN. IF FOOTING SIZ OR LOCATION IS NOT TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600-,*1N ENGINEERED WOOD ENGINEERED
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0
UNLESS OTHERWISE NOTED ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN F001INGS AND MESH SHALL, BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48- O.C. OR ROD CHAIRS.- FRAMING SIMPSON AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSEC11ONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WRERE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION
DETAILS SlDWCl 5600
BAR DIAMETERS SHEkTHING MAY CONDITIONS CONDITIONS
SEE ROOF
SIMPSON \-TERIAINATE AT SIMPSON_/ FRAMING 3-PLY 4-PLY NOTES:
CONCRETE SLABS ON GRADE* SDWC1 5600 TOP OF DBL. SDWC1 5600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
SEE NOTE 1
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEAI ED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN 4L TOP PLATE.
TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNA11V--- METHODS. SEE NOTE: 1 DETAILS 14m L\A- AND GREATER 2. DENOTES 3"xO.131* GUN NAILS 0 6" O.C. VERTICAL
11?ICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
5" <�-HEEL < V-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED
WOOD FRAMING SPECIFICATIONS* I I HEEL < .5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT TH MASONRY. CONCRETE OR NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
SOIL SHALL BE PRESSURE-TREATED. IF. ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE 1. TOP PLATE TO STUD SI1WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
STAINLESS STEEL 2. H2.5T MAY BE SUBSTIT)TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
PRE-ENGINEERED WOOD TRUSSES9 AT TOP PLATE TO STU[ , SPACE 0 48" O.C.
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND r5-%\ ROOF TRUSS CONNECTION /0"�6 BUILT-UP MEMBER FASTENING INTERSECTIONS STUDS CONFIGURATIONS
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.* AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROU I GH TRUSS. WHEN USING (2) STRAPS ON \So.O/
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. TUID TO TOP PLATE: TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICATIONS: SDWCl 5600 SCREW. TOP PLA]F. M HEAPER FAS17NING: SDWC SCREW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY NTH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFkCTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER--FASTENING:
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH 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 INSTALJLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4'-6" FOR GAB
KING STUD TO TOP PLATE: LE ENDS.
SDWC15600SCREW TOP PL6TE TO HEADER FASTENING: AND
WAMRPROOFING* NOT REQUIRED AT GABLE- 1 0
SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDSOR OPENINGS LESS
THAN 4'-6 FOR GABLE ENDS. 0 0 GENERAL
d..)
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS KING & JACK I �r SDWC SCREW 0-
I I KING & JACK
CONNECTION Vz,11z/A' INTERIOR LOAD BEARING WALL STUDS SEE PLAN % STUDS SEE PLAN 24" O.C. NOTES
MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN F71 BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL 0
TYPE I.D DO NOT SCALE DIMENSIONS FROM
4-
NAILS E.E. --qL- PLATES SEE
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. HEA OR SILL THESE DRAWINGS.IF A DIMENSION IS
L31/2 x 31/2 x 1/4 4" 6'-0 1;:� GABLE X-BRACE. SEE DETAIL (MIN) SCHEDULE 11 1 2X6 WALL UNCLEAR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS It 6ol, .1 "1 P TES SEE\ ARCHITECTURAL DRAWINGS OR
L4x3/2 XV4 8f-O" DESIGNATES SHEARWALL THE (2)2x--,./ HEADER SIZE, JACK AND KING STUD 'Go SEE ARCH HEDULE
QqANTITY. ROUGH OPN
DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF HEAD CR SILL KING STUD TO FRAMING BELOW. -4 TRUSS TO PLATE:
L5x3'/,.Y/4 61# loo-o" --------
PLA C
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6- SW WALL THE SHEARWALL SHEATHING TES SEE CS18 STRAP w/6-lOdxl)j" ROUGH PN'G, SEE ARCH SDW SCREW PLAN NAME
L6 x 31/2 so x 1/4 6" 12'-Om TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
NAILING:
of DESIGNATES 8d COMMONS 0 3"' KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 8dO3*/6 I r ANASTASIA - COASTAL
L 7 x 31/2 so 0/4 6* 16'-0 O.C. EDGE & 6" D.C. "IN THE CONNECTON: �SIMPSON ROUGH OPN'G. SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PAR11TIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DES[GN/DRAWN/CHECKED
- 1. STEEL LINTELS TO BE MINIMAL 36" A SHEARWALL HOLD'�DOWN IS--� FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS KM LAP
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT
ADJ ADJACENT LG Lon JACK TRUSSES LESS SDWC SCREW 0
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANUF 9 Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" O.C. DATE
PAINT. WALLS 10 20 WALL
WEATHER BOT BOTTOM MONO Monolithic THAN 3'-6
08.18.16
(3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB riented Strand Board HEADER FASTENING SECTION. SCALE
JACK RAFTER TO HIP TOE NAIL
BE LATERALLY SUPPORTED NOT TO
DBIL - DOUBLE PERP Perpendicular A -A _Fm A I
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC -I Om Center
ROOF RAFTER TO 2x- RIDGE B AIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-/4x,3" WD. KING STUD TO FRAMING BELOW: AS NOTED
M. TOE N DIA DIAMETER PRE ENG - Pre Engineered A.
LINTEL CS18 STRAP W/6-10DXlV' LPA No.
SCREWS INTO HEADER PROVIDE A 1/2" EA EACH PSF Pounds per Square Foot
CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. 0 EDGE ATTACHMENT NAILS EACH END. STRAP ATTACHMENT CAN BE
. VERTICAL SLOTTED HOLE FOR SCREW. EE EACH END PSI Pounds per Square Inch On
NAIL (3- SEE NOTE 2 o INTERIOR OR EXTERIOR SIDE OF WALL. on TOLL-16-00614
TOE 16d) 4-GUN NAILS oo BLOCKING FASTEN,�-0 TRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
CONT. HEADER TO STUD EOR ENGINEER OF RECORD PT PRESSURE 'TREATED STUD OR 2XlO
EQ EQUAL SOLE PLATE CONNECTOR STRAPPING NOT REQUIRED
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: I QT Quick Tie LSOLE PLATE ANCHOR _/.1.- - GABLE ENDS OR
HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED 'WITHIN 6- 017� PER SCHEDULE AT LOWER LEVEL HEADERS W/8-10d COMMONS
JACK TRUSSES LESS
SOLE PLATE TO JOIST/BILOCKING FACE NAIL (16d 0 16") GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 11 Omph HEADE FLASHING FBC FLORIDA BUILDING CODE ..SF Scuore Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY in I
FDN FOUNDATION SPIF -Spruce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' OR OPENINGS LESS SHEET
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, SINGLE STORY MULTI STORY
FT FOOT SYP Southern Yellow Pine
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE (STACKED WIND THAN 3'-6" C)
3*xO.131*0 = GIUN NAILS 2"xO.113*0 = RINK SHANK FTG FOOTING 111RU Through (UNSTACKEU WINDO FV
12" OF OPENINGS. PROVIDE3/je"O WEEP Typical TY Rom W ISION ol
HDIR - HEADER TYP -- r8 PICAL HEADER STRAPPING
2"xO.113"0 = 6d 21/2"xO.131"0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTIQtj MIEW HORIZ - HORIZONTAL -UON -7 t),nless Otherwise Noted S060
3*xO.148"0 = 10d 1/ %0.162"0 = 16d FLASHING. \'SO.0j*
3 2 OF BRICK LINTEL LBS POUNDS VERT ertical Vff-
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2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE W/ 10d 0 4" O.C.
PLATE w/ 1 Old 0 3- O.0 WALL SHEATHING
8d COMMON WIRE NA14S
TO BLOCKING 0 3" O.C. 2x4 BLOCKING BETWEEN EA. TRUSS.
ATTACH AT EACH WALL STUD w/ 3-16
NAILS AT EA. FRAMING INTERSECTION.
6"
BLOCKING ONLY REQUIRED (MIN. OF 6-16d BETWEEN EACH TRUSS)
AT SHEARWALLS AND DBL. TOP MAX NOTCH HEADER
STUCCO FINISH PLATE /-BELOW TOP PLATE
5-8d COM r
EACH SIDE P RCH SHEATHING, HEADER Lou Pontigo and
S E SPECIFICATIONS
00 Associates, Inc.
16d COMMONS OF SPLICE 16d COMMONS B-LOW EbL PORCH:
0 8" 0.C. SHEATHING SPLICE 0 8" O.C. 2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS- HEADER,
24" O.C. BETWEEN OUTER WALL- 0*1
& FIRST INTERIOR TRUSS. NAIL PORCH PARALLEL PORCH HEADER & SUPPORT FULL HEIGHT SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
CONT. RIBBON CONT. RIBBON TO WALL POST, PER PLAN. _(2)MSTA24 DETAIL B Jax. Beach, Florida 32250
8d COM 0 EACH END w/ 3-0.13lx3" NAILS ANCHOR OR DTT2Z
BOARD (TYP) BOARD (TYP) 3" O.C. PERPENDICULAR STRAPS
(TYP) TO WALL HOLD DOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557
EACH SIDE FLOOR 4L BASE OFPOST BELOW. & (1) ADJ.
-I FL:CA#8344 SO CA#3579
FLOOR FLOOR OF SPLICE TRUSS TO PORCH HEADER. WALL
TRUSSES TRUSSES 24" 16 GUAGE OPTION SHEATHING-'\
OR JOI OR JOIST. POST BASE:
2x4 SYP#2 STRAP w/11- P03T 4x4 POST:ABU44
ST. 24" 16 GUAGE
SHEATHING SPLICE DIAGONAL 10dx%- EA. END BEI-OW STRAP w/1 1- 6x6 POST.ABU66 A,-- STUD WALL FRAMING
FASTEN EA. 10dxlN' EA. END L8TA12 FOLDED OVER TOP W/ 2x SOLID BLOCKING
END w/ DOUBLE TOP PLATE AT SHEATHING EDGE
V OSB or PLYWOOD PLATE w/5-10d NAILS 8d COMMON WIRE NAILS
3-10d COMMONS PORCH. CONTINUOUS OVER- INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C.
GE S :i%
R
SEE PLAN--\ r I/t,1
RIM BOARD Y4" PORCH HEADER, SLAB 6" HEADE Fo
SHORTER THAN NAILS INTO BEAM. SPACE
MAX 0 48* O.C. OMIT IF WALL
WALL FRA M 3TRAPS SHEATHING IS INSTALLED 6
MING WALL FRA 'ING FLOOR SYSTEM. ALIGN CEILING WALL FRAMING ITS16
VERTICAL JOINTS NTH LINE MSTA24 ROD N
SHEATHING SPLICE WALL SHEATHING STRAPS EPDXIED 6" MIN ON FACE OF BEAM ROOF TRUSS
JOINTS INSTALL FLOOR TO OR JOIST
I AM kfi
BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER �J_ PLAN \AEW OF ELEVA110N MEW OF FOR PERPE-DICULAR 0 F
TRUSS CONNECTION
S
8-GUN
SEE DETAIL B ABOVE
P0RQj HEADER PORCH HEADER
-7
Fv
OPTION 1 0
AT SHEARWALLS AND
EACH SIDE R
STUCCO FINISH .4 .
OF SPLICE !,el
NAILS CONTINUOUS 2x6
AT POST AT POST SYP#2
OP TI ON 1 opnON 2 0 k
FULL HEIGHT
LEDGER FASTE
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CN
'bRCH SHF
GYPSUM
OVER LAP SHEATHING APK1 RIM BOARD 0PT10bI SPECIFICATION& ANCHOR OR DTT2Z 5-0.131 x3" EA. STUD.
FLOOR TRU HOLD DOWN AT MIN. (2)2x4 WOOD
(WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6n O.C. EDGE & FIELD
NOTE 1: BASE OF POST A\-BELOW. & (1) ADJ.
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. JR OPTION Q PARALLEL TRUSS
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RbDS ARE INSTALLED %" '(OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD TO PORCH HEADER. DETAIL A Christopher ) Sabourin PE
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS FL PE#71461
-AL PORCH FRAMING DETAILS __'\TYPICAL PORCH DEAM CONNECTION
2� TYPIC r3 6jj���W�ALL ADJ. TO ROOF CONNECTION
SEE'CONSTRUCTION'SPECIFICATIONS FOR ROOF
I...�O AND WALL SHEATHING AND STUD FRAMING. REVISIONS DAT�E
SEE DETAIL 5/SO.1 FOR
-D
IAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS
SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
ROOF BOT. CHORD w/ O.131x3" 0 3" O.C.
2x4 SYP#2 CATS AT 12" -1- FLOOR OR TRUSS.-\- FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF 2-SIMPSON H2.5T.
O.C. FASTENED TO TOP-- /---ROOF TRUSS. 0 TRUSS. SDWC 15600 it ---------t t----------t B B r��FIELD ALTERAnON
PLATE w/ 4-0.131 x3m 111/4 SHEATHING FASTENED TO 4-----------4 4----------4 01 CONTRACTOR SHALL CONTACT LOU
0 32" O.C.
PONTIGO a ASSOCIATES PRIOR TO
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS H 1�1 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
U
16* MAX. SHEARWALL-\ FROM THE INTENT OF THE ORIGINAL
SYP#2 CONT. ATTACH OSB WALL CONSTRUCTION DOCUMENTS.ANY
FASTEN CATS EACH END TOP PLATE AND TRUSS SHEATHING FIELD ALTERNATIONS MADE PRIOR TO
3-0.131x3" COMMON TOE NAILS w/ O.131x3" 0 3" O.C. EDGE OF /--P _j o-(D (D-\\ BEING APPROVED BY LOU PONTIGO a
q ASSOCIATES MAY RESULT IN
2x MAY OVERHANG TOP PLATE. SHEARWALL-/ ADDITIONAL ENGINEERING OR
SHEARWALL OR 4- INSPECTION FEES.
EXTERIOR WALL SHEARWALL C
SW 8dQ311Z6'9 SW 8d@
ALTERNATE A ALTERNATE B ALTERNATE Q ALTERNATE G PERE0136TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE OUGH OPENING, SEE
TRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2-CS16 STRAP KING POST TO TRUSS UPLIFT TABLE
Y,fi" OS13 DIAPHEAGM FASTEN ROOF FLOOR DECK 1 Od 04"0.C. STUDS UPPER TO LOWER 9TUDS H
TO NAILER wl (1)'ROW 8d TRUSS.N FLOOR SW (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
2x4 SPF#2 CONTINUOUS 2S z::m/ Alk - ANCHORS ARE NOT USED
0 3" O.C. FASTEN TO TOP-- TRUSS. END STUDS 70 FOLMA71ON END STUDS TO FOUNDATION
PLATE wl (2) ROWS 7/ LEDGER FASTENED 8dO3/6: HTT5 OR HDU5 8dO3/6: HTT5 OR HDU5
OSB TRUSS WEBS NTH HEADER Dom CONNECTION HEADER UP CONNECTION
OF 8d 0 3" O.C. BLOCKING w/3-0.131 0" SOL E PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION
NNEL 2iEMWALL NOTES: UPLIFT CONNECTOR CONNECTION
2x4 SPF FLOOR COMMON. 1. AT ROOF TRUSS, TEE SCH17DULE ON DETAIL 3/SO.O -SEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CAH OUT UPLIFT CONNECTOR
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRACTOR MAY SHEARWALL NOTES 4<
TO TRUSS BOT. CHORD w/ CHOOSE A,B,C,D. OR G. 1. PROVIDE ,3�6* OSB SHEA ING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. A H2.5T 0 32m O.C. TOP OOT A LSI 8 0 32" 0.C.
(2) ROWS 0,1310" 0 3* O.C. FASTEN CATS EACH END wl 2x4 SYP#2 CATS AT 12" 4c PROVIDE 2x BLOCKING AT LL PANEL EDGES. B SEE PLAN B SEE PLAN
INTERIOR 3-0.1310" NAILS 0 6' O.C. \\-O.C. FASTENED TO TOP 2. U'E ALTERNATE A. C MMSTA24 STRAPS C (2)CS16 STRAPS
SHEARWALL.___ PLATE w/ 4-0.1310* AT EXTERIOR WALLS
2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D
Sw- A I \ 11
LL OR_.,/ COMMON. ENDING BETWEEN ROOF END POSTSFOR S FULL HGT THREADED ROD SEE PLAN
SHEARWA
5-16d-NAILS OR HTT4 HOLD DOWN AT BA (U.0,N)
EXTERIOR WALL TRUS 3ES. OR HTT4 HOLD DOM AT BASE (U.O.N)
(TYPICAL>, FASTEN ALL INTERIOR
ALTERNATE Q ALTERNATE E S TO ROOF OR FLOOR TRUSSESPER 5/SO.1
3. USE ALTERNATE
ALTERNATE F
E & 7FOR FLOOR 4. INSTALL INTERIOR FOun G BELOW SHEARWALL PER DETAILS ON S1.0
ILISIM ATTACHMEN1__jI LLJ
t--5� SHEARWALL ATTACHMENT AT ROOF Et FLOOR __-N TYPICAL SOEARWALL ELEVATION
r6 HEADER TIE. WWN
`N�i PROVIDE.SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPLIES WkEN NOTED ON PLAN
vz�so_1
0 CL
T-x F--\.
8d COMMON NAILS Uj
------ AT 3" O.C.(TYP) " L 4-12d TOI MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE
\_ROOF NAILS (TY,D.) L2x4 SYP#2 OUTLOOKERS
2x4 BLOCKING. FASTEN TRUSS 0 24" O.C. TRUSS ACING -ACIN92 NOTIM AND SWCOCATIONS
1.)ALL BRACING LUMBER SHOWN, EXEPT
WALL STUDS WALL STUDS EACH END w/3-10d-j H3 9R H2.5T HURRICANE CLIP 0 EA. FOR T-BRACE SHALL BE 1x4 SYP#3
AT 16" O.C. AT 16" O-C, 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER.
L---k:3ZJ FASTEN TO ROOF FRAMING BELOW 6-10d (LION)
ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. (1)DIAGONAL BRACE PER 10
AQ COMMONS (4) TRUSSES APPL D 7 2)BRACING LUMBER SHALL INTERSECT
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. TPE KB OF THE BRACED TRUSS, PER
DELEGATED TRUSS ENGINEER.
ROOF TRUSSJ ROOF TRUSS--// 2X6 Uj
I I 3.)PERMANENT PERMANENT BRACING
ANGLE 0 Z
SIMPSON H3 w/ 10-8d COMMON BRACING APPLIED T
0
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER BRACE WERE NOTED ON TRUSS MFR. SHOP
NAILS FROM RAFTER TO LEDGER FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 E. ONLY WALL SHEATHING UP t PROVIDE 1x4 SYP#3 OR BETTER
REQUIRED FOR BRACE BOTTOM CHORD BRACING
BLOCKING MEN OVERFRAME GABLE END TRUSS. T-BRACL FASTENED TO
A-SINGLE LEDGER B-DOUBLE LEDGER PERPENDICULAR TO TRUSS BOTTOM
ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". j WEB w/ 12d 0 6*O.C. CHORDS AND ATTACHED TO EACH
PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4*-0" FASTEN w/10d COMMONS T-BRACE TO BE THE
VERTICAL VER11CAL TRUS WITH 2-8d COMMON NAILS. AT
REACTION LEDGER SIZE & NAILING REACTION ' LEQGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, GABLE END WALLS PROMDE DIAGONALS
AND ROOF MEMBER. GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE: AND GRADE AS WEB
0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 W/ 6-1/4"04" SDS SCREWS END W1 3-10d TOENAILS TRUSS SHOP DRAONG FOR QTY. AND_/ T BE BRACED. AT END WALLS'PROVIDE DIAGONALS
776-1250 2x8 w/ 8-0.1310* 2346-3125 2x12 W/ 8-1/4"Ox6m SDS SCREWS LOCATION. LE MORE THAN (1) LATERAL (APPROXIMATELY 457.) TO THE 0 0
1251-1540 2x10 w/ 10-0.1310" BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE ADJACENT EXTERIOR PERPENDICULAR
WALL BETWEEN EACH LINE OF BRACING
1540-1850 2x12 w/ 12-0.1310" PLT W/ 2-H2.5T AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT CONSTRUCTED OF THE SAME BRACING
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. MATERIAL. THIS REQUIRMENT IS NOT
LEDGER A NOTES* WHERE A LEDGER IS INDICATED
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION. 0.1310" TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE TO DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. I DIAGONALS IN THE END SPACE
X-BRACE w/ 2-16d INTO BOTTOM 8_10d LSTA1 2 0 48- O.C. QR BETWEEN THE WALL AND THE FIRST
N\ LINE OF BOTTOM CHORD BRACING AT A
COMMONS DBL TOP PLT
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
WHEN 8 LEDGER CONNECTION GA SDWC15600 0 36" O.C. OMIT IF TYPICAL
wl S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS g&2E K LEDGER AT OVERFRAME RAFTERS BLE END BRACING
I SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING
us
E IS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES:
ENGINEER. NOT SHOWN FOR CLARITY 1. SPACE GABLE END BRACING 0 4'-6* MAX. SCALE: 3/4" 1'-0" FRAMING
2. ALL MATERIAL TO BE SYP#2 1<2-ji MIN 2 PLY STUD MIN 2 PLY STUD
IN LIEU OF 2 STUOS IN LIEU OF 2 STUDS
ITS ACCEPTABLE OFFICE COF Y DETAILS
ITS ACCEPTABLE GIRDER TRUSS
WASHER FULL HEIGHT TO SISTER A
PLAN Ll TO SISTER A
_jlX I ANCHORING SPECIFICATiONS 36" LONG STUD OR BEAM GIRDER TRUSS
MIN 2 PLY 36" LONG STUD
(1)MSTA24 STRAPS STUD OR BEAM
@
J
FASTEN w/12- FASTEN w/12- 01-
FOLD OVER TOP PLATE (2)MSTA24 STRAPS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING 0.1310m GUN O.131x3* GUN NAILS
SOLE DOUBLE FULL HT. SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/1 8-1 Od FOLD OVER TOP PLATE SIMPSON HTT5 OR
NAILS (2)MTS12
FULL H T. ANCHOR -10d 7_
UPLIFT TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FASTEN w/18 HDU5. FASTEN-\,, . 0
PLATE (2)M TS1 2
DOUBLE TOP CONNECTOR ANCHOR FOUNDATION AND M THE UPPERMOST PLATE AT THE 26-10d COMONS 0.
L-1 i Z
PLATE SEE PLAN LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE ri SIMPSON DTT2
4 j 00 NOT SCALE DIMENSIONS FROM
V1 THESE DRAWINGS.IF A DIMENSION IS
WALL STUD w/8- X"XW
TOP PLATE, PROVIDE A 2*x 2"x )fi' STEEL WASHER.
FASTEN WITH A NUT AND ALLOW AT LEAST 3
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)
0�, ' SDS SCREWS UNCLEAR REFER TO THE
FULL 1EIGHT o. SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, RO MINIMUM 2 PLY
FULL HEIGHT LTT20B (2)H2.5T
S THREADED ROD \-(2)H2.5T
-THREADED ROD MINIMUM TUD
PROVIDE A HOLE IN THE PLATE 34" LARGER THAN THE X" THREADED R00 WITHIN 6* OF
SEE PLAN 4 : I 1 1 ! 2 PLY-�ra 1% . . I MINIMUM
ELEVA11ON DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD EPDXIED 4" MIN Of* GIRDER (SEE PLAN)
SINGLE CONTINUOUS RODS ARE PREFERRED. COUPLERS COUPLER TIGHT AT 2ND STORY THREADED Y2x6m TITEN HD
(91 STUD 2 PLY-\ AT2ND STORY PLAN NAME
STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES STUDS PROVIDE ROD EPDXIED STUD
AGAINST PLATE I STUDS PROVIDE ANASTASIA - COASTAL
FULL HT. WERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS1 8 STRAPS )k" THREADED ROD
(OPTIONAL, LOCATE Q_ '�,_, ,- 1 7.5" MIN Lj 2 CS18 STRAPS
ROD SHALL BE INSTALLED APPROXIMATELY CENTERED I AT BASE OF STUDS EPDXIED 4" MIN OR DESIGN/DRAWN/CHECKED
AS NEEDED) ANCHOR _14- IN HOLE. RODS MAY BE SLANTED FROM TRUE 0 SIMPSON TITEN HD ROD COUPLER I(FLOOR TO FLOOR) 11 W TITEN HD a AT BASE OF STUDS
AT SILL PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO 0 RODS THD37634RC (%7x041") 0" [(FLOOR TO FLOOR) CS / KM__/LAP
AT TOP PLA][�
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. MINIMUM
THE NUT ASM THE LffIERMOST`PLATE SHALL K -2 PLY HOLD DOWN SEE PLA� DATE
SECURED O%4R THE WASHER TO A SNLIC-71GHT SIMPSON DTT2Z STUD
FULL HEIGHT ANCHOR INSTALLATION CHART ROD DTT2Z
FLOOR OONDITIION PLUS ONE-HALF 7M OF A STANDARD 08.18.16
/,/-W/8- Y4"XlX* HTT5
/ %" ROD HTT5
FRAMING %'APPROXIMATELY 30 FT.-M OF TOROJE)L SDS SCREWS
THREADED 0 BUILT-UP POST,- BUILT-UP POST, SCALE
FULL HEIGHT QM M 61111WO(AGE AND COMPRESSION OF BLQJ"
ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CON71RACRISIS SHALL RE-TIGHTEN NUT M 30 SEE PLAN. SEE PLAN.
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LDL Of TQWX AFM AIL TRADES ARE AS NOTED
COMPLETE AND PRI M IINSULATION. LPA No.
SEE PLAN PER PLAN. 3/8 1/2"o V2 0 2x2x'/8" 4 4" 2" 3w
EMBEDMENT 5/8 �Y4"o 3/4"0 7.5* 12" Zk'� 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE TOLL-16-00614
LTT20B
DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION HTT5 or HDU5 QTT2Z NTROL NO.
MONO STEM MO'NO CHART FOR EMBEDMENT AND EDGE DISTANCE ALTERNATE FOR ALTERNATE FOR OFOON 1 OPTION 2 co
FULL HEIGHT ANCHOR REQUIREMENTS
EULL HEIGHI, ROD FULL HEIGHT ROD FULL HEIGHTIR CONVENTIONAL ----
WALL SECTION THREADEO ROD INSTALLATION SHEET
% L HEIGH ROD ALTERNATE
7-N FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM L
ri 2 11 FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL
t**l 3� A CHMENT' '
16 GIRDER BEAM STRAPPING
\,SO.1,/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
Nft.voe so*]
ALTERNATE
P RCf
E 5
Lo,
PE
OD
AIN
FIL/711)
To
w
2 x Qj
D4 4
rs�IIIlllSOA� THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
lil,,,�S H EE T 2 0 F 9
OVERLAP SIDEWALL
TOP PLATE
0 0 0' 0
ALWAYS PLACE 4
H A R AT
F7mMM
TOP OF ROUGH
OPENING
STUD TO TOP PLATEs
. . .. . . . . . . . . . . . . . .
. .. . . . . . . . . . . . . . . SDWC1 5600 SCREW. Lou Pontigo and
. . .. . . . . . . . . . . . . ROOF SHEATHING PER 0 32n O.C. Associates, Inc.
. . .. . . . . . . . . . . . . FULL HEIGHT
. . .. . . . . . . . . . . . . THREADED ROD_�-�,' CONSTRUCTION SPEC's
. .. . . . . . . . . . . . . . .
420 Osceola Avenue
10d COMMONS 1/2-X10- S.S LAG BOLT )ax. Beach, Florida 32250
0 6`0.0,-_ STUDS TO TOP PL6 5JU0 TO QQt ILATEt
EXTEND HEADER TO SDWC1 5600 'SCREW. Ph. 242-0908 Fax.241-9557
FAR SIDE OF WALL SPLICE 2x6 x 4'-6* P,T. SYP NO.2 SOT PLATE TO TRUSS
r-64 POST AS-SHOWN. 2XIS SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF Wx4f LAG SCREW 46 32m O.C. FL:CA# 8344 SC:CA#3579
0 24*o.c TRUSS 0 24" O.C. NTH ROUND WASHER
X
4'–Omx4'–Om PIECE OF WALL 24 SYP#2 LEDGER AT EACH FLOOR TRUSS
H2.5T
r14
(2)2x6 I CORNER 1" BELOW GARAGE HEADER SCREWS 0 16"
SHEA'nNG INSTALL AT UPPER w/2-1/4"x6* SDS
O.C��
JACKS ON EXTERIOR STUD (TRIMED AS DETAIL 11........ ------- ---------
AND (1) SHOWN) Oo. R J.
KING.\ PRE–ENGINEERED *ry""Not
WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING E Nes %
FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS 12d COMMON RIPPED TO FIT %
IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING 6x6 POST SEE PLAN–" WITH GAP SHOWN
(2)H2.5T WIRE NAILS
(STUDS, BLOCKING & SILLS) TYP. 0 4" O.C. SMQ IQ 1301 AIgn 61
Q N 0
S W.
.7
4x4 HORIZONTAL LEG STAGGERED 0 SOFFIT, SEE ROT PLATE TO TRUSS TRUSSES PERPENDICULAR TO, WALL ABOVE sbwc"5600
3-10d TOENAILS ARCH. 32m O.C.
DOUBLE BLOCKING AT PAN %"x8" LAG SCREW X%0- LAG SCREW--�,
IEL JOINT, NAILED TOGETHER w/ 3-16d..,SINKERS 7 i yr:7� 1-:1 ' ST OF
,,,,,71 ' '; ;74 1�, �: N�
EACH SIDE NTH ROUND WASHER Q
RECESSED
AT EACH FLOOR TRUSS
4'0
eel*
UBLE
5/e" THREADED ROD 1X
TOP�'PLATE
6X6 POST NTH ABU66
4x4 DIAGONAL
w 4 P.T. SYP
V-4-
EPDXIED 12" MIN. _ I FASCIA TA.
%"x8" LAG SCREW
RECESSED
SHEATHING MAY Christopher J Sabou rin PE
4x4 VER11CAL \–TERMINATE AT FL PE#71461
TOP OFDBL.
TOP PLATE.
ALL EXPOSED METAL E�IISJONS DA
CONNECTORS AND TRUSS OR BEAM PARALLEL TO WALL , ABOVE
FASTENERS SHALL
BE STAINLESS STEEL
RAFTER TAIL DETAIL
GARAGE WING WALL FRAMING LESS THAN 1211 SHED ROOF BRACKET DETAIL WALL STRAPPING DETAIL
�..�2 SCALE: 3/4" 1 Do THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0.2
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \,SO.'2j SCALE: 3/4" 1'-0"
�FIELD ALTERA-nON
0 CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
STUD To Top PI TEm 4-12d TOE CONSTRUCTION DOCUMENTS.ANY
ROOF NAILS (TYP.) L 2x4 SYP#2 OUTLOOKERS FIELD ALTERNATIONS MADE PRIOR TO
SDWC1 5600 SCREW. BEING APPROVED BY LOU PONTIGO a
0 32a O.C. TRUSS @ 24" O.C. ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
H3 OR H2.5T HURRICANE CLIP 0 EA. INSPECTION FEB.
OUTLOOKER TO TRUSS.
GABLE TRUSS PER TRUSS BOT. CHORD TO z
GABLE BRACING TRUSS
w/8d 0 12" O.C.
PLAN
SOT PLATE TO FIR WALL SHEATHING UP
BELOW CS180 32" O.C. GABLE END TRUSS. FASTEN "TOP CHORD" 4< Ln
GABLE BRACE TRUSS TO
WALL w/8d 0 6" O.C.
- ------- ------------- L 7—L
TOP PLATE FASTEN GABLE BRACING
GABLE BRACIN 11RUSS ' BELOW TRUSS TO WALL wA10)8d
TO WALL, SEE E ECTION EA. END
A–A
0.1310" TOE NAILS 0 8"O.C. SCTION A—A
FROM 130T. CHORD OF TRUSS
TO DBL. TOP PLATE
TRUSS BOT. CHORD TO GABLE
BRACING TRUSS w/8d 0 12" O.C. LSTA12 0 48" O.C. Q& DBL TOP PLT
TO GABLE TRUSS BOTTOM CHORD W/ 0
SDWC15600 0 36" O.C. OMIT IF
SHEATHING OVERLAPS GABLE 12" MIN
WALL STRAPPING DE1FAIL GABLE END BRACING
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \,,�_2
MISC
FRAMING
r'" `D ILS
t I A
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
ANASTASIA – COASTAL
DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
08.18.16
SCALE
AS NOTED
LPA No.
TOLL-16-00614
CONTROL No.
SHEET
i' OFFICE COPY
SOo2
SHEET3 OF 9
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou 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
2x8 SYP#2 P.T. LEDGER.
tit
FASTEN TO STEMWALL
12x12 MASONRY PIER
w/ 5/8" THREADED ROD
w/2-#5 VERTICAL EPDXIED 4'� MIN. 0 16" 0.C.
S1.01 S1.01
REBAR. TOP OF PIER
IS TO HOUSE SLAB. L No.
2x8 SYP#2 P.T.
IC X KIN A K A
Lo
OR JOISTS @ OF
16" O.C. & �p
1 F
-T
4 Q
F2.5 J
AN
FLOOR JOIST
MONO FOOTING TO Fu
STEMWAL -#5x3O"
L w/ 2 Vi 8" EACH SIDE OF 00/
DOWELS EPDXIED 6" MIN. 28
7 P 0 S T (TYP) Christopher Sabourin PE
FL PE#71461
. .................
4" CONCRETE SLAB w,/ I PROVIDE' 2-#4x4 F-Opt E79ONS DATE
FIBERMESH @ 1.5 LBS,/CU.)'D. -- ARCH 10.21.16
OF CONCRETE OR 6x6 W1.4 AAll A 611 1- 710 CORNER CIRACK BARS 4 W S1.0 REVISION
PAVERS ^4 r1lw.I I I S1.01j/ I AT SLA MID-DEPTH.
BY OTHERS �Si.01/ WWF ON 6MIL VAPOR 3ARR LK 00
IN PREPARED GRADE.- L
�Si.01/ 7� FETI
rF--
PROVIDE SAW CUTS PER
0
5/S1.01, BUILDER TO lxs�L-0,1) FIELD ALTERA-nON
COORDINATE WITH FINISH 6 CONTRACTOR SHALL CONTACT LOU
12x12 MASONRY PIER PONTIGO a ASSOCIATES PRIOR TO
FLOOR MATERIAL. S1.01 MAKING ANY STRUCTURAL FIEUD
w/2-0 VERTICAL MODIFICATIONS WHICH MAY VAIZY
FROM THE INTENT OF THE ORK31NAL
REBAR. TOP OF PIER-\
FIELD ALTERNATIONS MADE PRIOR TO
IS TO HOUSE SLAB. I I N% I BEING APPROVED BY LOU PONTIGO a
4 /1(1\ - - - - - - - -1-F A
SSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR.
9 F 2x8 SYP#2 P.T. LEDGER. INSPECTION FEES.
I FASTEN TO STEMWALL
S1.01
6
I I I w/ 5 8" THREADEDROD
�S, EPDXIED 4" MIN. @ 16" O.C.
13
6 /00�6�
S1.01 F3.0 S1.01 SAWCUT U
A"OOA
1 L 4<
S1.01 L LLJ
<
01
181-6)p 7 6'-2p) 4)-A"$ 9 3 3P-3
1 Oq ---
L
r9
S1.01
<
1.6 f-
L -J
713 SAWCUT
1 4-
Lf)
-Co
2.5
\,S1.0)
LLJ
CO Co z
1`0
L
1XI 1XI>,I
------------- ------
-j
3
S1.01 S1.01
'0,
D(I
DECKING PER FOUNDATION
ARCH.
ks� LUS28 OR PLAN
HUC28 HANGER
ir 11 u if 11 111 -1 17=11 11 P.T. RIM
STEMWALL & /'-BOARD DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
FOOTING SEE
UNCLEAR P.EFER TO THE
ARCHITECTURAL DRAWINGS OR
DETAIL 1/S1.01.
X P.T. PLATE
FLOOR -�OISTSs PLAN NAME
FOUNDATION PLAN H3
FOOTING SCHEDULE AND NOTES W/ THREADED ROD '
0 i SEt PLAN ANASTASIA - COAS'I'AL
SCALE: 1/4" V-0 EPDXIED 4'$ 0 48" O.C.
BOTTOM BARS DEPTH WIDTH LENGTH TYPE 2x8 SYP#2 P.T. LEDGER. 51 DESIGN/DRAWN/CHECKED
FASTEN TO STEMWALL CS KM /LAP
i f-Ott
3-#5 EA. WAY BOT. 2'-0" 2t-0" r2.0
w/ 5/,�" THREADED ROD 7 11 ".#4 DOWEL DATE
3-#5 EA. WAY BOT. 2P-61* 10 4
1 0 2P-619 F2.5
9 09 4 -4 EPDXIED 4 MIN. 0 16 , 0.C. 4. @ 48" Q.C. 08.18.16
opt
3-#5 EA. WAY BOT. 1 0 3'-0" S- F3.0
4,o 0 .
00 SCALE
V-0$0 4 4
4-#5 EA. WAY BOT. 3-6" 3#-6#s F3.5 AS NOTED
4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 CONCRETE LPA No.
4-#5 EA. WAY BOT. 1'-0" 4'-6" 40-6#0 F4*5
16 FOOTING w/ TOLL-16-00614
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 2-#4 CONT. CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR S C 0
REFERENCE ONLY.
SHEET
OFFICE COPY
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160
2. FTGS. & FWD. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. I\.�-O
r
7m,
r6
19�ni
PROCTOR IN ACCORDANCE WITH ASTMI D 1557.
SHEET OF 9
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
CORNER BARS (TYPICAL)
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE C SOLE PLATE ANCHOR,
SEE 7B/S1.01 8 MU OPEN BOTTOM LINTEL Uou Pontigo and
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 3/$0.0 L
FOR TEMPORARY BRACING BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEEARCH PLAN
420 Osceola Avenue
PERMANENT LATERAL SLAB ON GRADE, V SLAB ON
SUPPORT DETAIL. r Ph.242-0908 Fax.241-9557
SEE PLAN. 2 G AIDE,
SEE PLAN.
V
4
GRADE OR CONC.
N.
SLAB, SEE PLA
X\1, .........
IX
#4 DOWEL TO MATCH VERT. 8" CMU STE WAL
SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON
4
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE A\"- - 4 #4 VERTICAL DOWELS @ 24" O.C.
X
GRADE
.........
SCHEDULE) wl 6" HOOK INTO PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. UU 90* BEND INTO FTG.
CMU 00 SEE PL1kN
No.
COURSES REINFORCING FOOTING. LAP VERT REINFORCING
4
4*
25" IF STEMWALL IS GREATER
<
0
STAT F
V
4 * 0
...... Ell 1 /S1.01
1 TO 6 #4 VERT. 0 4811O.C.
THAN,<3) COURSES.
7 TO 10 #4 VERT. @ 24"O.C. IX
4 CONTINUOUS CONCRETE
00 4 ,
CONT. CONCRETE FOOTING
11 TO 12 #4 VERT. 0 8"O.C. to FOOTING
jt3 CLEAR
STEMWALLS OVER 6 COURSES TO 8"d x 16"w le-1—STORY, w/(21)#5 CONT. Typ fib
HAVE TRUSS TYPE HORIZ. JOINT
REINF. BETWEEN EVERY OTHER 1 Opod x 20 ot w 2—STORY, w/(3)#4 OR (2)#5 CONT. Christopher I Sabou rin P E
COURSE. FILL CELLS SOLID. + 10x20" FL PE#71461
—#5 CONT.
w/ 2 77 _DAT�E
REM79ONS
TIN
STEMWALL FOOTING 2 FOO G W/ SHOWER RECESS GARAGE STEM WALL
SCALE: 3/4" V-101" �.O 1 (IF REQUIRED) ��.O 1 (IF REQUIRED)
-�01
�RELD ALTERA-nON
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
STEP, SEE
TYPICAL WALL FRAMING FIELD ALTERNATIONS MADE PRIOR TO
ARCH. 4' BEING APPROVED BY LOU PONTK30 a
ASSOCIATES MAY RESULT IN
AND ANCHORAGE PER
ADDITIONAL ENGINEERIWG OR
CONSTRUCTION SPECS. (4" MAX.) EQUAL TO SLAB
THICKNESS.
Z E3,, 0 SLAB REC
U I SLAB ON BRICK VENEER IS
4
41
GRADE, ACCEPTABLE WITHOUT
2� U
-- SEE PLAN.
:2 —-—I/-— WALL FRAMING IN REASE OF FOOTING
4 <4 WALL FRAMING—\ 51 ZE.
z < 00 1 to DEEP SAWCUT w/ SLAB ON GRADE, 4< V)
ELASTOMERIC SEALANT SEE PLAN 2—#5 CONT. STEP, SEE ARCH. PLAN. Uj
z -a .'4 ,,-SLAB ON
SLAB ON
GRADE
4
-SEE PLAN.
A N
ALT. FOOTING AT
--———————_- ——————
GRADE
4q A
w
BUILDERS DISCRETION. NOTES: SEE PLAN.
k� . 4
1) PROVIDE SAWCUTS 10 PR,EATE Z
I /Z Imu
#3 @ 48" 0.C. OR APPROXIMATE 12' X 12' mAk SQ.
I I � . - *%."
ROD CHAIRS (TYP.) IT
2) SAWCUT CONC.' SLAB WITHIN 4 TO
z
to 12 HOURS OF 'jC ON C. PLACEMENT. OPTIONAL
12 W/(2)#5 CONT. 8"x1 6"
2" FLAIR 1—STORY, w/(2).#5 CONT.
1—STORY, w/(2)#5 CONT.
8"x2O" 8"x16
2—STORY, w/(2)#5 CONT. .0, 8"x20" 2—STORY, w/(2)#5 CONT. n
MONO. FOOTING AT STEP-DOWN
BEARING AT INTERIOR (e7
MONOLITHIC EDGE FOOTING SAW CUTI DETAIL r6
\,S1-Oj/ SCALE: 3/4 1 0 to S1.01 S1.0
1\�-O 1
8x8 PRE—CAST LINTEL,
w/ 1—#5
Uj
RA(*E z
TYPICAL WALL FRAMING AND ANCHO
PER CONSTRUCTION SPEC S.
FLOOD VENT,--'--. (1)#5 CONTINUOUS, PROVIDE
SEE NOTES ABOVE
12" HOOK INTO SLAB.—
JAMB REINF.
�YA
MATCH DOOR low 4
C SLAB ON GRADE,-"qz-- NTH, SEE ARCH. RECESS PAVER BY
g
I SEE PLAN.--,s,,_I SLAB ON BOND BE* W/1— OT ERS
4. GRADE,
GRADE r
SEE PLAN.
-=I I 1=1 I 1=1 I I=i i 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1_=1 1 1=1 I 1=1 I F�=l 1 1E1 I 1=1 I I PAVING 1 MISIC
1-9 1 1=__�I El 11-11
3 X
BY BUILDER 8" MASONRY
12"xl 2" 1#5 CON T. STEM WALL FRAMING
8" CMU STEM WALL W/ - IDETAIL 10B 1m-FTT_ .1 W/
E.J. C) 8" 0.C.
04 .1—#4 @ 4
#4 VERTICAL DOWELS @ 2411, O.C. GRAD� OR CONC, DETAILS
MATERIAL
SLAB, SEE PLAN.
FLOOD VENT NOTES: 90'0 BEND INTO FTG. SLAB ON
q 4
4-
Z7 GRADE,
—THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS SEE PLAN.
ABOVE THE ADJACENT GROUND LEVEL.
P,
4
4- DO NOT SCALE DIMENSIONS FROM
OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS CONTINUOUS CONCRETE'. -4 THESE DRAWINGS.IF A DIMENSION 5
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED FOOTING, oil THICKENED EDGE 8"Xs" U LEAR REFER TO THE
13 CLEA [DETAIL 10A ARCHITECTURAL DRAWINGS OR
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIE w/ 1—#5 CONT. CONTACT THE E.O.R.
(2)#5 C N T.
10 X20 it PLAN NAME
2" THICK X 20" 101 ANASTASIA — COASTAL
2—#5 CONT, DESIGN/DRAWN/CHECKED
CS / KM /LAP
("ARA
�j ri_o_%� THIC PO 08.18.16
r8 FLOOD VENT DETAIL r9 STEM WALL AT GE KENED SLAB H STEM WALL DATE
S1.01 SCALE: 3/4tt V-0)) S1.01 SCALE: 3/4'9 it—0 9.I SCALE
0�, AS NOTED
LPA No.
TOLL-16-00614
CONTROL No.
SHEET
OFFICE COPY
S1001
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
------ LINE DESIGNATES SIDE OF WALL THE
Sw. 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.
BS-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 SC:CA#3579
%" A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
tows
6x6 P.T. SYP#2 POST r m j I
X
SEE 3/S0.1 FOR BEAM
SEE 3/S0.1 FOR BEAM (3)2x6 ('2)2x6 w/ABU66. SET DIRECTLY A307 DIAMETER FULL HEIGHT
6x6 P.T. SYP#2 CONN. (TYPICAL) X5 THREADED ROD, SEE DETAIL 12/SO.1 IN
CONN. (TYPICAL) SPF#2 SPF#2 ON CMU WALL BELOW.
POST w/ABU66.
POST. POST. SEE 1/S1.0. (TYPICAL) A307 DIAMETER THREADED
SEE DETAIL 2/S0.1. (2)1.75x14" 2.OE LVL _C(2)2x10-2/2) ((2)2x8-=1/2 (2)2x6 1/1 (2)2xl 0 ROD TERMINATES AT FIRST FLOOR No.
STAT F
A307 DIAMETER THREADED
_4
STRAP HEADE I K If A U1 tL:- STRAP HEADER ROD TERMINATES AT FIRST FLOOR
0 TOP PLATE, SEE DETAIL 12/S0.1
2x1 (95
Lli 0R1
WALL PER 7/S0.1- RE PER 7/S0.1. STRAP BEAMS
m SIMPSON HTT5 SEE DETAIL 15/S0.1
A
7�41% 0 x --PER 2/S0.1
>
FASTEN TOP
OF WALL PER
BEAM F1301 ABOVE < C4
5/S0.1. Christopher ) Sabourin PE
r 0 FL PE#71461
< SIMPSON DTT2Z SEE DETAIL15/S0.1
0 1 Lid
_j LL_ §E I > _iT - - ..m.....
> (A C)
_j V_ 0 E�1590NS DA
X SIMPSON LTT20B SEE DETAIL15/SO.1
ARCH 10.21.16
0 REVISION
c� 1`01 ;
WAL..- I rn OSB WALL_/ X t- N
U:��4 12 LONG LIGHT GAUGE STRAP
N SHEA1'HIN( 3.. SHEATHING. TRUSS 131 LSTA1 2 FASTEN TO TOP PLATE AND STUD
r- (/) V)
X V) ABOVE WITH 5-10d COMMONS
X C14
L0 :D
14� ;?k WALL STUD SCHEDULE
P� LLD
C*4 LOCATION PLATE STUD SIZE
HEIGHT SPACING
jle!!�1111 0
11 Ir- 9�
(2)2x4 I "X- EXTERIOR -in 2X4 SPF#2 0 16* O.C. �FIELD ALTERAMN
SPF#2 2x4 SPF#2 STUDS w N MAX
I X X 10*-i 2x6 SPF#2 0 16* O.C. CONTRACTOR SHALL CONTACT LOU
POST. @ 12" O.C. N - EXTERIOR
HUC210-2 MAX 2x4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO
N C%4 MAKING ANY STRUCTURAL FIELD
HANGER EXTERIOR 10'-1 TO 2x6 SPF#2 0 160 O.C. MODIFICATIONS WHICH MAY VARY
(2)2x8 1/1 14'-0* FROM THE INTENT OF THE ORIGINAL
loplwk - % on CONSTRUCTION DOCUMENTS.ANY
'3;1k % 10,-
StLE PLATE @ 32" O.C. 2x8 _IX / //t qwww........."wm mam an IRV- INTERIOR 2x4 SPF#2 0 16w O.C. FIELD ALTERNATIONS MADE PRIOR TO
9. 16K _gg
:0- WALL > GIRDER FG04 ABOVE MAX BEING APPROVED BY LOU PONTK30&
0 > INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. 2L ASSOCIATES MAY RESULT IN
A m W 0 00, CANTILEVER MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
(2)2x6-1/1 C(8)2xt�/i < LIJ M 71 INSPECTION FEES.
TOP PLATE TO STUDS: BEAM OVER
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
POST.
A SDWC1 5600 @ 48" O.C. A
CD 0 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
0 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
(2)2x6 LI_ I
V) r- \_T__ ARCHITECTURAL REQUIREMENTS.
STRUCTURAL SPF#2 __Avor X
04
CK (2)2x6 SPF#2 (2)2x4 (4)2x4 SPF 2 -1 3: 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z
BRACKET SEE LIJ POST. 04 (AI YELLOW PINE.
2/SO.2 > (3)2x6 POST BELOW POST SPF#2 POST BELO T 6x6 SYP#2 POST
0 ABOVE. PROVIDE .\ 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. U 0
m SPF#2 POST. ABOVE. PROVI E w/ABU66, SEE:
< SQUASH BLOCKS SOUASH BLOCKS DETAIL 1/SO.2. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
POST. TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
IN FLOOR SYSTEM. (2)2x4 IN FLOOR SYSTEM. --------- MINIMUM. SEE 3 0.0 FOR ADDITIONAL ANCHORS AT 4<
SPF#2
x4 SPF#2 STL D 2x6 SPF#2 STU
0 P
r- I Cn OST. COMBINED USE PANEL NOTES
X 04 @12" O.C. @ 12" O.C. - - -
:D
TOP PLATI-L TO STUDS: P F R.-F AB VE STRUCTURAL
N X cr_ 1. EXTERIOR WALL SHEATHING SHALL BE
N BRACKET SEE
e_1% SDWC156)0t) 0 48" O.C. SEE DETAIL CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
'III C%4
STRUCTURAL 2/SO.2 TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING
7 V- 1/SO.2 SPLICE LOCATiONS FOR MULTI STORY CONDITIONS LLJ
BRACKET SEE
2. SEE SHEET SO.0 FOR WALL SHEATHING
2/SO.2 313 WALL Ld SPECIFICATIONS.
GIRDER FC07 ABOVE
-N 01
LU 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
WALL
3)-2x4 DETAIL 1/SO.O
ATH[NG -7 OSI3 WALL 0
SPF#2
z �SHEATHING._ I F- V X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
P03T. Uj N
to V_ 3/SO.O Uj
>
X X OW-%
U) " I
04 C-4 a-
U) ,% I I I " i ;d 4 (A
C*4 %L.1 j IL' 11 < Lo GENERAL NOTES
X X i
FASTEN TOP L40
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
OF WALL PER
0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
�_j - 3 . 1 0 SIZES AND SPACING. AT GIRDERS AND BEAMS,
5/S0.1. LL_ PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
FASTEN TOP PLIES.
LIJ
Ir I OF WALL PER STRUCTURAL 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
(2)2x6 (3)2x4 IRDER FG09 ABO (3)2x4 L� (2)2x6 5/S0.1. SEE DETAIL I BRACKET SEE SHEATHING SPECIFICATIONS.
X 0 1/SO.2
04 SPF#2 z
0_1� /_ 2
ST. POST. 1 0
POST. S:)F#2 I I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
SPF#2 PO SPF#2 3 /SO.2 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
POST. I
TOGETHER PER DETAIL 6/SO.O
L=0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
(2)2x6-1/1) (2)2x6-1/1 L 3/SO.O
(2)2x6-1/1 (2)2x6-1/1� (2)2x6-1/1 6x6 SYP#2 POST
"---w/ABU66, SEZ 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
DETAIL 1/SO.2. ATTACHMENT PER DETAIL 5/SO.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
- ----- 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
CS18 STRAPPING DETAIL
CS18 STRAP w/ 10"
4- END LENGTH. FASTEN FIRST FLOOR
THIS END w/ 9-10d.
4 FRAMING
z
MING
WALL FRA LU
It z
DOUBLE PLAN
TOP PLATE.
SHEARWALL NOTE: SW: 3/6
NO NAILS REQUIRED
3/6 DESIGNATES SHEARWALL
2-ROWS OF 16d 8W: FLOOR IN CLEAR SPAN
@ 9 0.C. NAILING - 8d 0 3" EDGE AND 6" "FIELD" TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FROM
oe THESE DRAWINGS.IF A DIMENSION IS
CRIPPLE STUDS UNCLEAR REFER TO THE
z
@ 16" O.C. SOLE PLATE ANCHORS SEE SCHEDULE ON WALL FRAMING ARCHITECTURAL DRAWINGS OR
z
!0N D:-'TAIL 3/SO.O
(2)2x8 PLATES CS18 STRAP w/ 10" PLAN NAME
FIRST FLOOR FRAMING PLAN END LENGTH. FASTEN
THIS END w/ 9-10d. ANASTASIA - COASTAL
SCALE: 1/4" 1'-0*
DESIGN/DRAWN/CHECKED
$OLE PLATE ANCHOR SPACING SCHD CS / KM /LAP
BEAM SEE PLAN
XL EXTERIOR WALL 42" 0.C. DATE
UNLESS OTHER NOTED 08.18.16
3-1 Od TOENAILS
SCALE
SHEARWALLS
2-ROWS OF SIMPSON 24" O.C.
(2)2X8 MINIMUM PLANK '(SW BdOY/6") AS NOTED
15600 SDWC SCREWS
ORIENTED HEADER OVER
LPA No.
@ 12" O.C. STAGGERED.
_LLT 0 j
SLIDING GLASS DOOR, FASTEN WHEN NOTED ON PLAN TOLL-16-00614
SEE NOTE 2
TO JACKS EACH EACH END CONTROL No.
1. IN TALL SOLE PLATE ANCHORS PER DETAIL
3/30.0
HEADER SECTION W/(l)A35 SHEET
2. AN6-OHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36" 36" OFFICE COPY
ON-CENTER SPACING S191
6L
Q
S
ow
Lr-
U
W
)V2
P ST
IN I 'OVI E
x4
L X
:CN3
SHEET 6 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESs
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
4. WHEN USING (2)H2.5T CLIPS ON 11/2" WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
SHEATH UPPER WALL FL:CA#8344 SC:CA#3579
THRU LOWER ROOF
TO 2ND LEVEL
Sim BOTTOM PLATE. NO. ........ "11hw
3 3 3 R 8
r'j
le.)HTS1
SO.21 /—(2)HTS1 6 SO.2 SO.2 c:11
No.
Dy
PORCH CEILING AT 00 co co 00 co 00 1,*- CID STAT F
6�1 .1 [
CN N C%4 C\I czr� P
N N N 04 C\I C%4
I-_ F- P\1 00 Lz
BOTTOM CHORD OF F- F- F- F- F- F_ F- F- F- F-
W Uj
TRUSS SEE 2/SO.1.
14-- STUD DIRECTLY1 w;m,
T
PORCH CEILING OP PLATE TO
I BELOW TRUSS
THD612 A . I I'll,11 - - SDWC1 5600 STUD SDWC15600
I H ATHING AT
-THD46 TS1 6 —BOTOM CHORD OF Christopher j Sabourin PE
OSB BLOCKIN FL PE#71461
F01 TRUSS SEE 2/SO.1.
PANEL, SEE TRUSS TIE DOWN WITH SIMPSON SDWC -iol—SIONS
THD46[ DETAIL DATE�
.0 — 5E/
F_ F01 ILL7--ij L SOA.E j, TRUSS 10.21.
Rafter to Top Plate shown EVISION
THD46 Truss to Top Plate similar
SO-1 T 2 MSTA�4
Sim F01 V/// 441-111
ptimal 22)�
z V)
I-_ z
THD46 z N
A V.
. I I 1 111-1 1 11 1 1 0,
0 LLJ
LLJ —Of —.0
THD46 U)
UJ Lr_
r- LL_ SHEATH UPPER WALL
>
FIELD ALTERAMN
Ld THRU LOWER ROOF I
OJ C) _j CONTRACTOR SHALL CONTACT LOU
THD46 Z LJ TO GIRDER BELOW STUD DIRECTLY
PONTIGO a ASSOCIATES PRIOR TO
F02 UJ Q- MAKING ANY STRUCTURAL FIELD
flELOW TRUSS
> OU
Lj F_ 0 Ld M ax
THD26-2 F_ ?� I- t FROM THE INTENT OF THE ORIGINAL
lit C9 ce) 0 CY) U) CONSTRUCTION DOCUMENTS.ANY
9 FG04 LLJ LLJ > FIELD ALTERNATIONS MADE PRIOR TO
C:) 10 0
0- EL a- 0- a- > �— (/) BEING APPROVED BY LOU PONTIGO a
(L SbWC15600 TOP PLATE TO
C'q "q 'N ASSOCIATES MAY RESULT IN
LLJ Q
THD46 THD46 STUD SDWC15600 ADDITIONAL ENGINEERING OR
/X 40 X
C) PO 7
F03 VA__J
U) 0- _j 2 1. Sloped—roof rafters may be sloped up to and including
LLI U_ THD46 a 12:12 pitch and must be "birdsmouth" cut.
THD46
Ai M F— L r4 SO.1
Vol < Re rence detail 4 for installation instructions.
P=
I I IX 0
STRUCTURAL L ............... U_ LU
Vol _N
THD46 > 10P0
BRACKET SEE < SIMPSON SDWC INSTALLATION RANGE
S4 5
2/SO.2 F04
11�_o
THD46
-04
if 11 F
TOG
THD26
zzz rzzzze ZZZZZ L'A F I Udr+
r2 (2 HTS1 6 THD26-2 CN cN
SO.2 Z
FG08 THD2rs.21
STRUCTURAL
BRACKET -SEE
THR26 o
LL
STRUCTURAL r I vo THD26' 2/SO.2
THI)26-,.
BRACKET SEE THD26-2
2/SO.2 OSB BLOCKIN SHEATH UPPER WALL
FG07
PANEL, SEE7 S -THRU LOWER ROOF
THD26 DETAIL �E/SOJ (2)M! TA2:4 - TO GIRDER BELOW.
FT02
0.2 STUD NOT DIRECTLY 0
BELOW TRUSS
"JUIS24 SDWC1
FT01 Uj
11 if 11 GABLE END &-t C. Reference detail 2a for installation angle limit
JUS24
OSB BLOCKING-- BRACING TRUSS—
PANEL, SE
DETAIL 5E/SO.1. GEB02, SEE 6/SO.2. SDWC INSTALLATION
2)HTS16
SO.1
FtOl
X�
I I/ Rafter to Top Plate shown
HD26-2 TIHD28-2 (Truss to Top Plate similar)
Uj
G0`9r RAL
0
BRACKET SEE
M X)
Z) FfUD NOT DIRECT
u_
(0 /// 2/SO.2
I I Jill I 1 161 1 1 BELOW TRUSS
t I ti.0 uwi*1 t
if I II L.............. L L Do not install SDWC in
hatched area
SHEATH UPPER 6 0
WALL THRU LOWER SDWC15600
ROOF TO 2ND LEVEL
BOTTOM PLATE.
Overhan 1 1/2" MIN
9
v. 2" MAX
CONT. WAL ROOF DECK TO'
SHEATHING.
BLOCKING W/ 8d
2x6 LEDGER INSTALLED
COMMON 0 3" O.C. SDWC INSTALLATION RANGE
OVER SHEATHING w/
0
0 5-1 Od @ 16 0.C.
FLOOR AND
FRAME UPPE ROOF TRUSS ROOI- RAFTER NOTES: 'STRAPPING NOTES
LEVEL STUD S ROOF TO' ISS
TRUSS Products
CONT. TO 2ND 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
LEVEL TOP PLATE. . .WITH 2—' 1 1 2D.: TOENAILS & 1—SIMPSON SDWC15600 PlotlD Length Product Plies Net Qty Vol minimum edge ,,.,—Rafter or Truss PLACEMENT
SCREW UNLESS OTHERWISE NOTED FBO distance for full
20-02-00 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP 3 3
0 values (with or Splice may be in upper or PLAN
without a plate lower plate
0 splice)
0
0 2x4 BLOCKING 0 48 Floor Truss Connector List Roof Truss Connector List
O.C. FASTEN EA. END DO NOT SCALE DIMENSIONS FROM
0 Manuf Product Qty Manuf Product THESE DRAWINGS.IF A DIMENSION IS
W/ SDWC15600 SCREW Qty UNCLEAR REFER TO"ME
2ND LVIL jk I. A* from top plate ARCHITECTURAL DRAWINGS OR
0 INSTALLED SIMILAR TO USP JUS24 3 USP JUS24 10 splice Offset CONTACT THE E.O.R.
FLR ELEV '4V
0
TOE—NAIL APPLICATION. e%p for full values STUD NOT DIRECT
0 USP THD26 4 USP THD26 14
FLOOR AND ROOF TRUSS PLACEMENT PLAN BELOW TRUSS PLAN NAME
0
0 SCALE: 1/4" 1'-0" USP THD26-2 7 ANASTASIA — COASTAL
DESIGN/DRAWN/CHECKED
USP THD28 1
CS / KM /LAP
USP THD612 1
DATE
BLOCKING
SDWC AT TOP PLATE SPLICE 08.18.16
2x4 BRACE. FASTEN USP THD28-2 1
INSTALLED W/
SCALE
5-10d TOENAILS. EA. END w/ (4)1 Od USP THD46 12
AS NOTED
FACE NAILS.
LPA No.
TOLL-16-00614
CONTROL No.
SECTION
SHEET
OFFICE COPY
Sle2
F7m oi7i
min
Elf=
4,
2
SHEET
7 OF 9
SY MBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SW. 3LL4 SHEARWALL SHEATHING TO 13E 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.
Lou Pontigo and
Associates, Inc.
DESIGNATES SINGLE PLY HEADER AND
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 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
N
A307 DIAMETER FULL HEIGHT
4910 11-1,
X5 THREADED ROD, SEE DETAIL 12/SO.1 S 46%
SHEATH UPPER WALL A307 DIAMETER THREADED N 4
ROD TERMINATES AT FIRST FLOOR
THRU LOWER ROOF TOP PLATE. SEE DETAIL 12/SO.1
T VEL
2ND L
A307 DIAMETER THREADED
OF
S
T7�,`7 7 �,,7,
4
MOM PLATE.
ROD TERMINATES AT FIRST FLOOR
(95
7-ELI
TOP PLATE, SEE DETAIL 12/SO.1 -40RI
V
2)2x 1
Met-
-------------------
0/
SIMPSON HTT5 SEE DETAIL 15/SO.1
Ch ri stopher J Sa bou ri n P E
00 00
r- r- F L P E#714 61
V) V)
0 0 SIMPSON DTT2Z SEE DETAIL15/SO.1
STRAP HEADER DATE
Kn"`�TISIONS
X X
ARCH
PER 7/S0.1. SIMPSON LTT20B SEE DETAIL15/SO.1
10.21.161
C14 ol REVISION
12" LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
CS18 @ BOTTOM OF
'Ne WALL STUD SCHEDULE
A STUD WHERE NOTED.
LOCATION PLATE STUD SIZE
SEE DETAIL AT BOTTOM
RIGHT OF PAGE. EXTERIOR HEIGHT SPACING
SHEATH UPPER WALL go-in 2X4 SPF#2 0 16" O.C. �FIELD ALTERAMON
MAX
X \-THRU LOWER ROOF
C14 iv-1 2x6 SPF#2 0 16" O.C. 2r. CONTRACTOR SHALL CONTACT LOU
EXTERIOR PONTIGO&ASSOCIATES PRIOR TO
TO GIRDER BELOW. MAX 2x4 SPF#2 0 12" O.C. MAKING ANY STRUCTURAL FIELD
EXTERIOR 10'-1 TO 2x6 SPF#2 016- D.C. MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORK31NAL
10'-Om CONSTRUCTION DOCUMENTS.ANY
INTERIOR MAX 2x4SPF#2 016" O.C. FIELD ALTERNATIONS MADE PRIOR TO
pe) BEING APPROVED BY LOU PONTIGO a
1-: INTERIOR 12'-0" 2x6 SPF#2 016" 0.C. ASSOCIATES MAY RESULT IN
MAX 2x4 SPF#2 0 12' D.C. ADDITIONAL ENGINEERING OR
z 0 INSPECTION FEES.
LLJ 10 NOTM
F-
Ul 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
<
En LL- LLI 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
0 ARCHITECTURAL REQUIREMENTS.
F- 6
LLJ (0 < (2) :(6 SPF-#2 (4)2X SPF# 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z
F- LO 3: YELLOW PINE.
Ir--
< L) PO --. (2)CS)18 @ POST. (2):'S18 !2,
-j LL- 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. U 0
0- 3-' o BA E OF S- UDS. BASE OF STUDS.
In J,*�� 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TRUSS 45 ABOVE TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. 4< Ln
0 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
F.- SHEARWALLS
I i ui
0
COMBINED USE PANEL NOTES 0
1. EXTERIOR WALL SHEATHING SHALL BE
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
OE
SPLICE LOCATIONS FOR MULn STORY CONDITIONS Lij I Uj
2. SEE SHEET SO.0 FOR WALL SHEATHING
L SHEATH UPPER WALL SPECIFICATIONS.
/--",-THRU LOWER ROOF 3. UPPER MOST TOP PLATE SUPPORTING ROOF
TO GIRDER BELOW. MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1 SO.0
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O Uj
STRAP HEADER
GENERAL NOTES
PER 7/S0.1.
X X 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
04 C4
,--% SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
C14
00 00 SIZES AND SPACING. AT GIRDERS AND BEAMS,
T- v- <
V) V) PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
0 0 PLIES.
lk
------ ---------- ---------- 2. SEE SHEET SO.0 FOR ROOF AND FLOOR 0
SHEATHING SPECIFICATIONS.
�,(2)M 1/2 z
SHEATH UPPER 3. WHERE FRAMING MEMBERS CONSIST OF MUL71PLE 0
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
WALL THRU LOWER7 TOGETHER PER DETAIL 6/SO.O
ROOFTO 2NDLEVEL
BOTTOM PLATE. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0
ATTACHMENT PER DETAIL 5/SO.1
U
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
SECOND FLOOR FID AMING PLAN
I Nd�% 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AN D H OLD D WN S
SCALE: 1/4$ lo-Oso
CS18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN SECOND
11-iIS END w/ 9-10d.
FASTEN TOP OF TOP
z - FLOOR
WALL FRAMING wo
PLATE w/ H2.5T 11 z
@3 2" 0.C. FRAMING
oo NO NAILS REQUIRED PLAN
ol 2x6 BLOCKING FLOOR IN CLEAR SPAN
oo TRUSSES
OR JOIST. 00 NOT SCALE DIMENSIONS FROM
"-�A35 ANGLE T-n THESE DRAWINGS.IF A DIMENSION 6
z UNCLEAR REFER TO THE
AT EACH STUD. WALL FRAMING W ARCHITECTURAL DRAWINGS OR
CS18 STRAP w/ 10" PLAN NAME
END LENGTH. FASTEN ANASTASIA - COASTAL
THIS END w/ 9-1 Od. r
DESIGN/DRAWN/CHECKED
DATE
L
08.18.16
X
GIRDER SCALE
TRUSS AS NOTED
FLOOR-/
LPA No.
TRUSS
TOLL-16-00614
CONTROL No.
SECTION S EE
OFFICE COPY S103
SYMBOLS LEGEND
HTS1 6 DESIGNATES UPLIFT CONNECTION.
FRAMINQ PLM NOTESw
1. FOR T�IPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET a=
4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou PontiLgo a n d
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
'94
4C�'�44�
Q
No.
_7
STAT F
2x10 BLOCKING FOR FIRST
<<,
9 2x10 BLOCKING FOR FIRST
ORI
2—TRUSS SPACES. FASTEN SO.2 :o
2--TRUSS SPACES. FASTEN STUD DIRECTLY
EA END w/4-0.131x3" VV TOP PLATE TO I-
'' EA, END w/4-0.131x3 TRUSS 00,
TOE—NAILS. FASTEN TO TOP SDWC1 5600 STUD SDWC15600
1 A 4.1
PLATE w/ SDWC1 5600. TCE—NAILS. FASTEN TO TOP C h r i s t o p h e r Sabourin PE
PLATE w/ SDWC15600. FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC
CM CM CM N Cq N C4 N cm rm;W7SIONS DXM�
Rafter to Top Plate shown
Truss to Top Plate similar
Optimal 22)T
10,
30*
DIAGONAL BRACE
SEE 1 0/S0.1
DIAGONAL BRACE �FIELD ALTERAMON
41,--�SEE 10/SQ.1 CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
Ss UCTURAL FIELD
�*Max ODI ICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
BEING APPROVED BY LOU PONTIGO a
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
L_VA__J INSPECTION FEES.
1. Sloped-roof rafters may be sloped up to and including
a 12.12 pitch and must be "birdsmouth* cut.
2. Reference detail 4 for, installation instructions.
IMP50N SDWC INSTALLATION RANGE
(2)HTS1 6 2 2 2 (2)H TS1 6
/__N
A A
IN
C0 CO) CO)
E:-
LIJ
FF
N
STUD NOT DIRECTLY 0
BELOW TRUSS nA-
SDWC15600
Reference detail 2a for installation angle limit
4 , 41
SDWC INSTALLATION
Zx`10 BLOCKING FOR FIRST
TRUSS SPACES. FASTEN
2x10 BLOCKING FOR FIRST \_EA END w/4-0.131x3"
Rafter to Top Plate shown
2—TRUSS SPACES. FASTEN IOE—NAILS. FASTEN TO TOP (Truss to Top Plate similar)
EA END w/4-0.131x3 tt tt 2 '1 0_! a .! 9
if 11 — 11 .11 t=-� H. .. 11 F LATE w/ SDWC1 5600. 0 UJ
TOE—NAILS. FASTEN TO TOP
PLATE w/ SDWC15600. 3 .0 Z
SO.2
STUD NOT DIRECTLY
BELOW TRUSS
Do not install SDWC in
hatched area
TRUSS ROO� RA'FTERiNOTES: STIRAPPING 'NO TE5 SDWC15600
MIN
1. STFk4AP TRUSSE,§,. ANQ` ROOF RAFtERS TO BEARING" Overhan 1 1/2
9
0 2" MAX
WO 2-12D. TOENAIL'S & 1.'=SIMPSON $DWC1560
SOEW UNLESS; OTHERWISE' NOTED
A
SDWC INSTALLATION RANGE
DMO)OF To' 1SS
RQOF TRUSS PLACEMENT PLAN
PLACEMENT
SCALti ' 11/4�01'::= 10-, 01 ,.,�Rafter or Truss
Jr minimum edge
distance for full
PLAN
values (with or
Splice may be in upper or
without a plate
-lower plate
splice)
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
X" from top plate ITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
splice Offset
for full values STUD NOT DIRECTI
PLAN NAME
BELOW TRUSS
ANASTASIA COASTAL
DESIGN/DRAWN/CHECKED
CS KM LAP
DATE
o8.18.16
SDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-16-00614
CONTROL No.
SHEET
OFFICE COPY S104
4-
YIN ;ISLY
C4
0
HE
A
SHEET9 OF9