1705 MARITIME OAK LN - NEW HOME STRU DWGS REV DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEAQE&-NAtLm TYPI AL DOUBLE TOP WINDOW SILL SCHEDULE
0.131X,3 TOE NAILS PLATE SPLICE
COMPONENTS & CLADDING GARAGE DOOR UPLIFT 2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAILING, I ROUGH DROPPEDHEAD MINIMUM END
DESIGN CODE.- TYPICAL STUD NAIUNrl -0" MIN. SPLICE LENGTI
2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2x1O, 2x12 (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES I FASTENER EAtH END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, SYP SPF 0.13lx3- END NAILS: / (16) 0.1310" NAILS
TRIBUTARY INTERIOR EDGE STRIP 1 CAR 9- LVL, 11" ILVL (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 4 4!-4" (1)2X4 SPF #2 (4)12d TOE NAILS t
(PSF): +22.9 (2) 0 2x4, 14- Uvt, 16- LVL (9) NAILS OF .131 x3 0 19" 0 C STA An
AREA (sf) I -To-0dX1 IT, - ; 6*-4" (2)2x4 SPF #2 (5)12d TOE NA
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE USP A35 450 450 (3) 0 2x6, I'S I
-6- DOOR -2mu USP RT7 (4) 0 2x8L 1
ZONE (PSF) a' = 4' W 4 8'-4" T3)2x4 SYP #2 (I)A34 + (4j�2�dT.OE NAI.,LS
DESIGN LOADS: ACTUAL AND UNIFORM -27.7 +25.6 -34.2 x7') 585 495 (5)8d EA. END SYP#2 DBL. SYP#2
ROOF FLOOR -- USP RT8A 775 650 (5)lOdxl'/2" EA. END HEADER, 12'-0* (3)2X6 SYP #2 (I)A35 +
2 CAR TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +"-o i TOP PLATE PER PLAN
USP MTW12 1195 860 (7)lDdxl'/2*' EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS F t Lou Pontigo and
10 +25.6 4'-O'rMIN
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR
10 ps -23.9 USP HTW20 1450 1245 (12)10dX1'/2" EA. END ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) f 100 +21.8 -23.9 �T211.8�-26.6 (1 Wx7')
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf SEE 5/SO 0
USP MSTA24 1640 1455 (9)10d 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 (ASO). THE USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL-\ RAISED ARCHED TRANSOM OPT12L
BOTTOM CHORD DEAD LOAD 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY HEADER 420 Osceola Avenue
5 psf 2x SPF DIAGONAL BLOCKING lax. Beach, Florida 32250
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/,"0 ROD TO FTG. 3. USE SYP#2 FOR ALL FASTENED wl 3-0.131"x3"
DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)l Od TO HEADER HEADERS DROPPED r EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNE USP HTT16 4290 4290 %"0 ROD TO FTG. HEADER /-SHEATHING MAY EXTEND 2- F L:CA#8344 SC:CA#3579
0 FOR BOTH PAST BLOCKING- WINDOW
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE
USP HTT22 5370 5370 5/8"0 ROD TO FTG. BALLOON FRAMED FULL 'K'I�ARCHED ATTACHMENTS MUST
C
S
WIND LOADING: HEIGHT TO ROOF OR FLOOR TRANSOM LSYP#2 HEADER ANCHOR INTO 2x MATERIAL.
LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU4 5/."0 ROD W/ (1 2)16d FASTEN LOWER STUD Op Of PER PLANS
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 25 BEARING ELEVATION, U.O.N. ON OPTION
4 EE i 5/,"0 ROD w/ (12)16d PLAN. TO TALLER STUD w/-. SEE RIGHT
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU6L6 T JACK AND
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OT E 2-ROWS OF 10d CONIS KING STUDS,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)/."x2-`/" TAPCONS 0 12" D.C. WINDOW SILL SEE SEE PLAN of, OVA I R J.
. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 5.) FASTEN BOTTOM PLATE OF It >- ',I', ......... ..;
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE %
BY 0.75 WHEN COMBINED wl DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF,/SUPPUER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS FOR SILL SIZE AND- AT TWO STORY CONDITIONS, %
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS CONNECTION EACH
---------- 130 MPH w/lOd MASONRY CUT NAILS @ TYPICALLY %' FULL WINDOW SILL SEE PROVIDE SOLID BLOCKING
BASIC WIND SPEED (ASCE 7-10) END WITHIN FLOOR SYSTEM AT ALL 61 t
IMPORTANCE FACTOR --------------- 1.00 4�� 48" D.C. MINIMUM. SEE HEIGHT THREADED SCHEDULE j;
MEAN ROOF HEIGHT ---------------- 20.0 FT -- I a a CONNECTOR SYP SPF FASTENERS FL# CODE ANCHOR AT SHEARNALLS (3) 0 2x4, STUDS
1 (4) @ 2x6, J
ROOF PITCH ------------------- 7/12 A35 450 450 12-Bdx1'/," 10446.4 (5) @ 2x8. SDWC15600SCREW OF
BUILDING CATEGORY ---------------- 11 7 to BLOCKING ONLY REQUIRE EE 8/SOLO
S
--------------- �C 4-24-DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 INTERIOR BEARI D AT SHEARWALLS AN PT. SPF#2 ly -VL,4p�
SEE PLAN FOR STUD SIZE STU
EXPOSURE CiXEGORY _BALL S
SEE C & C CHART HB 620 530 5-10dxl'/,' EA. END 11470.3 OLE PLATE
ENCLOSURE ; LASSIFICATION ------------ENCLOSED t
I F- ABOVE FOR 'a' DIMENSION AND D.C. PACING. A A kill 11 A 11 71 ljV1 I 1 11 1111 11 J� L
INTERNAL PF "SSURE COEFFICIENT ---------- is MTS1 2 1000 860 7-10dxl'/,* EA. END 10456.3 WALL SHEATHING I
1450 -I0dx11/," EA- END 13872.3
HTS20 1245 24
1 0.1
SEE DETAIL /S IX
MN71NUOUS BLOCKING
L
MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING FOUNDATIO Christopher j Sabourin PE
MA rERIAL SPECIFICATIONS 16d COMMONt OPTIONS Z
HERE POST IS 'ABOVE. FL PE#71461
MSTA36 2050 1870 13-10d EA. END 13872.8 f
atli, 0 1 , - --1 WALL FRAMING AT WALL FRAMING AT SOIF PLATE ANCHOR,
HARDWARE AND ANCHORS: .11��- - -- 18-16d TO TRUSS/BEAM I FLOOR SHEAININU FROM SOLE SEE SCHEDULE
HTT4 3480 3080 11496.2 Bd 0 Y PLATE CHANGE CONDITION RAISED HEADER CONDITION
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH Fwt PLATE BREAK /'O'�ISJON�SDA�TE
[NOT ACTUAL PLAN] 1-5/,"0 ROD TO FTG.
ASTM A 307 OR ASTM F 1554 GRADE 36. If�f SPEC I IFICATIR 4 50 BUILDER MAY CHOOSE EITHER THE DROPPED
32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE 6). HTT5 5250 4670 11496.2 ------- I DROPPED HEADER CONDITION Z
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE 1-%"0 ROD TO FTG. TYPICAL WALL FRAMING T
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 5
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: 6-10d TO HEADER
LUS28 930 780 10655.113 JE
RETROFIT REBAR/AOD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-10d TO JOIST Y2"W SIMPSON 1ITEN HD
HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES. OR 14-16d TO HEADER SOLE PLATE ANCHOR U. LL rg
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, w/3X3xO.229* WASHER SEE
LARGER THAN REBAR SIX AND I/." LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 10531.36 L---- --j -j 0 111
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING HOLD DOWN IL cc
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT ABU44 2200 5/."0 ROD EPDXIED 6' MIN 10849.6 SYP#2 DEL "LSEE 5/S).O SEE FILE COPY Uj W = a
DOCUMENTS. TOP PLATE a LLI C) LUI
(DUAL CARTRIDGE INSTALLAT10N ONLY): ABU66 2300 5/."o ROD EPDXIED 6" MIN 10849.6 BUTT JOINT ILLI: U) W
EPDXY,. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES, BLOCKING ONLY REQUIRED 2 2' cc
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCIURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND-/ WALL SHEATHING E r FIELD ALTERATION
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL I/SO.1 cc CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. -JL N
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 FOR SPLICING III PONTIGO a ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED ----r805 69 W/,"O ROD TO FTG. W SHEATHING, MAKING ANY STRUCTURAL FIELD
OPTIONS BOUNDARY e AL NOTES. MODIFICATIONS WHICH MAY VARY
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTlES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTAl 2 5 10-10d 13872.5 OGF WS FROM THE INTENT OF THE ORIGINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT V THREADED R V-O' 6- SHEATHIN
I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 11705 1705 13-8d 10852.1 SHEATHING EPDXIED 4'w/t,3)XP3DxO.229" PT. SYP#2-/ MAX, MIN. L CONSTRUCTION DOCUMENTS.ANY
TO 13E WASHER SEE SCHEDULE r SILL PLATE EXAMPLE OF PANE. RELO ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO
CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
GENERAL NOTES El CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY ADOMONAL ENGINEERING OR
TOP PLATE WALL- EE SCHEDULE EPDXY ANCHOR TIJEN HD GENERAL NOTES.
FLOOR SHE THING SPECIFICATIONS FOR STUD SIZE ANCHOR OP11ON
AND D.C. SPACING.
23/32- T&G OSS OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- D.C. EDGE & FIELD . . . .. . . . . . . . .
WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . . . . . . . .
SOLE PLATE ES,
ROOF SHEATHING SPECIFICATIONS� i SUPP)R7ED EDGES
51:11f&L- MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2' RING SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0- OF ROOF EDGE). 8d 0 3" SEE DETAILS SEE DETAILS RAISE )9" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENTF6,EDGE
BOTTOM OF SOLE ANCHOR GENERAL NOTES
/-ON Sl ON S1.0 SPACING SPACING I SPEC. DEPTH STANCE
ELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4� O.C. "THIN 4'-0" OF ROOF EDGE). PLAN AND FASTEN TTEN HD 48" 24* �0.229-1 '4- 1 2- EXAMPLE OF UNSUPPORTED
RLF- - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED wl 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" O�C. A F- T- -1 w/Bd 0 3" O.C, 7 Z
F 1 F
WALL SHEATHING SPECIFICATIONS- EPDXY 48. 24* 1 3x3xO.229"1 4" 1 2" (UNBLOCKED) PANEL EDGE,.
N/A N/A-
FLEXIBLE FINISH-MIN. 7/16", 24/16. APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6* D.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I 'I .:.. : U 0
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. NOTES:
-MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Bd 0 6" D.C. EDGE AND 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE
STUCCO FINISH. 6 O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L -----j L--------j L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX.-�. ROOF
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (LION) TRUSSES, OR Uj
MASONRY SPFCIFICATIONSi 1� FLOOR JOISTS. LIJ C)
MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACM0.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WTH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STOR MULTY STORY
"X3"X)0 PLATE WASHER, A 3-X3-X'/,,"
STEEL WASHER MAY BE USED.
2000 psi 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. 3. AS AN ALTERNATE TO THE 3 4' __11/2"O ROUND
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. =LL SECTIONS
1#7� SOLE PLATE ANCHOR DETAIL a SCHEDULE r4-`\ROOF AND FLOOR SHEATHING NAILING
CONCRETE MASONRY UNITS (CMU): SCALE: 3/4' = V-O"
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT. WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERnCAI SCALE: 3/4" 1'-0" U
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5--D".
MASONRY STEMWALLS, 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
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN RE�Nr?51RCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
WITH - #4 0 4'-0- D.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 (3) ROW OF 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" D.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON NAILS 0 B" D.C.-\"
2 PLY STAGGERED
I S1, SS NOTED OTHERWISE. LAP JOINT REINFORCING §HAW,,1W,,AtIN, OlF,6" , � ,, - r-. 11 . Z CL
_r LIN BEAM.
SIMPSON 2x4 BLOCKING
3 PLY BEAM. 024" O.C. FASTEN
SDWC15600 �t
IRY fj3RICK), . \\-2x4 MEMBERS: EACHEND w/3-10d
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF
FRAMING (1) ROW OF 1 Dal TOENAILS Uj
PLAN FOR EXTEND SHEATHING VERT.
CONCRETE SPECIFICATIONS* 4 (4) ROWS 12d NAILS 0 4" D.C.
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 I �_TO TOP OF TRUSS AS SHOWN. AT 12" O.C. j
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING 2x6 MEMBERS
AT HORIZONTAL JOINTS. EA. SIDE.
ROOF SHEATHING, SEE (2) ROW OF 1 Od STUD BELOW
GENERAL NOTES: 3) ROWS 12d
SPECIFICATIONS BELOW. LOWER TOP 4-10d
NAILS 0 4" D.C.
HEEL ;b j'-O" AT 12* O.C.. STAGGERED PLATE AT BREAK OVER LAP DOUBLE a-COMMONS I
FOOTING AND FOUNDATIONSo PRE-ENGINEERED WOOD EA. SIDE., TOP PLATES
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 BEAMS WALL INTERSECTION I
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. SOILCOMPACTION AND FILL RIPPED TO FIT- 2x4 OR 2x6 POST 2x8 POST ORTHOGONAL VIEW CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN c- OF CORNER 0 Uj
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE
SIMPSON (3)ROWS OF 5" (3)ROWS OF 6-Y4" z
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 FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWCI 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 F001INGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS F001INGS PROVIDE #3 0 48" D.C. OR ROD CHAIRS. FRAMING Go
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCIN�, WHERE PERMITTED, SHALL BE 48 PLAN FOR ASSHOWN AS SHOWN CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS SHE THING MAY SDWC15600 CONDITIONS CONDITIONS
SIMPSO
TERMINATE AT SIMPSONJ SEE ROOF
CONCRETE SLABS ON GRADE SIMPSON SDWC1 5600 FRAMING 3-PLY 4-PLY NOTES�
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 TOPI OF DBL. EE NOTE I PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
TERMITES. SAWCUTS, OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A WAS' GRID WTHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 TOR PLATE. S DETAILS 14" LVI- AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" D.C. VERTICAL 0 0
TYPIC L CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WOOD FRAMING SPECIFICATIONS, 5" < HEEL < 1'-Om NOTES, 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
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 WITH MASONRY, CONCRETE OR HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
SOIL SHALL BE PRESSURE-TREATED. IF, ACO 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 NOTES: JACK-TO-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 SUBSTITJTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
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. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS
PRE-ENGINErRFn WOOD TRUSSES, AT TOP PLATE TO STUD. SPACE 0 48" D.C.
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 tl NX ROOF TRU$S CONNECTION /'-6-\ BUILT-UP MEMBER FASTENING /'�7 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 THROUGH TRUSS. WHEN USING (2) STRAPS ON VO-V
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. \Z3/ KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICATIONS- SDWCl 5600SCREW. SDWC SCREW
TOP PLATE TO HEADER FASTENING:
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 TOP PLATE TO HEADER FASTENING�
ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA
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 FORGABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4!-6" FOR GABLE ENDS.
KING STUD TO TOP PLATE,
SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND
WATERPROOFING, NOT REQUIRED AT GABLE J
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
FOR GABLE ENDS.
THAN 4'-B" F GENERAL
WOOD FASTENING SCHEDULE PLATE TO HEADER:
BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK SDWC SCREW @- NOTES
CONNECTION STUDS SEE PLAN STUDS SEE PLAN 24" D.C..
MEMBERS FASTENER INTERIOR LOAD BEARING WALL
TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL (2)12d TOE HEAD 9R SILL ALE o NS OM
SC
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE\ -1 TD0E5NE0D`RAW1N11.`rA D=RION IS
L3'/,x3V,x/, 4- 6'-0' GABLE X-BRACE. SEE DETAIL 1162-0 L(MIN) SCHEDULE HEAD' QR S11 2X6 WALL UNCLEAR REFER TO THE 4
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 81 1.- PLATES S ARCHITECTURAL DRAWINGS OR
6" -0. HEADER SIZE, JACK AND KING STUD SCHEDULE
L4x3'/,"x'/. DESIGNATES SHEARWALL. H6-1,/2 QUANTITY. ROUGH OPN'G, SEE ARJ CONTACT THE EO.R
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS THE HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE:
L5x3/2"X/4 61, 10'-0" HIDDEN LINE DESIGNATES SIDE OF I SONIC S( T W
---------- WALL THE SHEARWALL SHEATHING -.1 PLATES SEE I CS18 STRAP w/6-10dxlX" ROUGH OPN'G, SEE ARCH E
RIM JOIST TO TOP PLATE TOE NAIL (8d,0 6-) GUN NAIL 0 5- - Sw SCHEDULE NAILS EACH END. STRAP
X 1/4 6" 12'-0" NAILING: DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE HMENT CAN BE INTERIOR OR
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 6. BdC3*/6* 'I ANASTASIA
1 TO BE APPUED. 8d 0 3/6 ATTAC PLAN NAME
1/4 16'-0" D.C. EDGE & 15" D.C. *N THE CONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. T
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GLIN NAILS LINTEL MUST HAVE CORROSION FIELD* SDWC15600 SCREW. OMI, 11 STRAP NOT REQUIRED AT THE DESIGN/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS 1. STEEL UNTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS / BTC/LAP
BRICK ADJ ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW OR
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GLIN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANUF - Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" D.C. 2X4 WALL DATE
PAINT. WEATHER BOT BOTTOM MONO - Monolithic WALLS THAN V-S" 05.01.15
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG BEARING OC On Center HEADER FASTENING SECTION
2. LINTEL MORE THAN 8'-0". SHOULD
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GLIN NAILS BE LATERALLY SUPPORTED NOT TO CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board I SCALE
DBL DOUBLE PERP - Perpendicular A A I AS NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GLIN NAILS EXCEED 6 FT. D.C. w/ 2-1/,x3' WD. DIA DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW,
SCREWS INTO HEADER PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot CS18 STRAP W/6-10DXlV LPA No.
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE —ATTACHMENT NAILS EACH END, STRAP ATTACHMENT CAN BE
VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EE - EACH END PSI Pounds per Square Inch TOLL-15-00169
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GLIN NAILS EOR - ENGINEER OF RECORD FIT PRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL.
SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
3. BRICK VENEER ATTACHMENT., EQ - EQUAL QT Quick Tie SOLE PLATE CONNECTOR 'L STRAPPING NOT REQUIRED L w/8-10d
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" D.C., VERT. EXT - EXTERIOR REINIF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS-/z COMMONS GABLE ENDS OR 4968
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 0 8- TIES 0 12- O.C.. (FOR IlOmph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY JACK TRUSSES LESS
FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' OR OPENINGS LESS SHEET
SEE DET
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NAIL SPECIFICATIONS WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, FT FOOT SYP - Southern Yellow Pine SINGLE SMRY (STACKED WINUDWS1 MULTI STORY
AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE THAN 3'-6"
3"xO.131"0 = GUN NAILS 2'xO.113"0 RINK SHANK 12' OF OPENINGS. PROMDE3/16"0 WEEP FTG - FOOTING THRU Through (UNSTACKED WINDOWS)
2"xO.113"O = 6d 2/,"xO.131-0 = 8d HDR - HEADER TYP - Typical TYPICAL HEADER STRAPPING
HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION MEW HORIZ - HORIZONTAL ILION - Unless Otherwise Noted S0,0
YxO.1148"O = 10d 3/,%OL162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT Vertical
11/,"xO.l48"0 = 10dxl'/2* 11/2"xO.131*0 = 8dxl'/2* WIMF Welded Wire Fabric
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER
FASTENED TO TOP- PLATE w/ 10 1 d 0 4" D.C. WALL SHEATHING
PLATE w/ 10d 0 3* O.0 mm
Bd COMMON WIRE NAILS
2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING @ 3" D.C. ATTACH AT EACH WALL STUD W/ 3-16
N NAILS AT EA. FRAMING INTERSECTION.
6.
I (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED DBL. TOP MAX�4 NOTCH HEADER
AT SHEARWALLS AND PLAT BELOW TOP PLATE
STUCCO FINISH7 I A A Lou Pontigo and
5-8d COM P RICH SHEATHING, HEADER Associates, Inc.
EACH SIDE S E SPECIFICATIONS
BELOW Eba PORCH
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 1 B-GUN NAILS- HEADER, PERPENDICULAR TRUSS 420 Osceola Avenue
0 B" D.C. SHEATHING SPLICE 0 Er O.C. 24" D.C. BETWEEN OUTER WALL- PORCH PA HEADER & SUPPORT FULL HEIGHT-]I- SEE PLAN. DETAIL B jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Ph.242-0908 Fax. 241-9557
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.13lx3" NAILS PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD
BOARD (TYP BOARD (TYP) 3" D.C. (TYP) TO WALL BASEOF POST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579
EACH SIDE FLOOR TO PORCH HEADER. WALL
FLOOR FLOOR OF SPLICE TRUSS OPTION A SHEATHING
TRUSSES TRUSSES 24" 16 GUAGE POST BASE:
OR JOIST. OR JOIST. 2x4 ! YP STRAP w/11- P03T 24" 16 GUAGE 4x4 POST,ABU44 STUD WALL FRAMING
D120 '2 BELOW 6x6 POSi.ABU66
SHEATHING SPLICE NAL 10dxl)�" EA. END STRAP W/11 -w/ 2x SOLID BLOCKING .......
D LSTA12 FOLDED OVER TOP AT SHEATHING EDGE
DOUBLE TOP PLATE OEM a
END w/ PLATE w/5-10d NAILS 8d COMMON WIRE NAILS
. . ........
HEADER E
3/4" OSB or PLYWOOD FASTEN EA. 10dxlr EA. EN- PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C.-",(,'� r
3-10d COMMONS PORCH HEADER, 6. 12��s ....
i SLAB
RIM BOARD )14� NAILS INTO BEAM. SPACE
SHORTER THAN ---- SEE PLAN F MAX 0 48" D.C. OMIT IF WALL
FLOOR SYSTEM. ALIGN 41+
VERTICAL JOINTS 'WITH LINE IT NIS 24 ROOF TRUSS
WALL FRAMING WALL FRAMING CEILINr_T WALL MANING STRAPS EP ROD SHEATHING IS INSTALLED
SHEATHING SPLICE WALL SHEATHING OXIED 6" MIN ON OF BEAM
STRAPS OR JOIST
INSTALL -LOOR TO FOR PERPENDICULAR
FLOOR TO
JOINTS w --
BLOCKING 014LY REQUIRED FLOOR STRAPPING PER PLAN MEW OF PLAN VIEW OF ELEVATION VIEW OF U TRUSS CONNECTION OF
5-Bd COM OPTION 1 OR 2 P RCH HEADER PORCH HEADER PORCH HEADER 8-GUN SEE DETAIL B ABOVE
AT SHEARWALLS AND EACH SIDE NAILS- CONTINUOUS 2x6 SYP#2
AT CORNER OST AT POST
STUCCO FINISH OF SPLICE AT POST FULL HEIGHT---J LEDGER FASTEN NTH R I
gP'nQN 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. ....
PORCH SHEATHING SPECIFICATIONS: HOLD DOWN AT
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL A
MIN. (2)2x4 WOOD
Gypsum (WATER PROOF) GREEN BOARD, w/ 5d COOL AILS 0 6" D.C. EDGE & FIELD BASE OF POST
NOTE 1: OR OPTION Q BELOW. & (1) ADJ. PARALLEL TRUSS
TO PORCH HEADER.
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3 31," (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAH 0 6" O.C. EDGE AND FIELD DETAIL A Christopher I Sabourin PE
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR iTRAPPINd�WHEN FULL HEIGHT THREADED RODS ARE INSTALLED I FIL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DET LS r3- \TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION 7W�1--T�
SEE CONSTRUCTION SPECInCATIONS FOR ROOF SIONS DA E
AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/50.1 FOR
DIAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
ROOF BOT. CHORD w/ 0.1310" 0 3" D.C. _0 2-SIMPSON H2.5T.I K FIELD ALTERA-n-ON
2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS FASTENED TO SHEATHING w/ 8d 0 3" D.C. ROOF P---------ff tt---------- B CONTRACTOR SHALL CONTACT LOU
D.C. FASTENED TO TO ROOF TRUSS. TRUSS. - it-
11 SHEATHING FASTENED TO SDWC 15600 4 ---------4 ----------- PONTIGO a ASSOCIATES PRUR TO
PLATE w/ 4-0.131x3" '/'- 0 32" O.C.
COMMON. AX TOP PLATE w/ 10d 0 3" D.C. SCREWS I I U MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
SHEARWALL\ 1:1 El CONSTRUCTION DOCUMENTS.ANY
2x SYP#2 CONT. ATTACH -16" MAX. OSB WALL I FIELD ALTERNATIONS MADE PRIOR TO
FASTEN CATS EACH END w/ I /--@ C BEING APPROVED BY LOU PONTIGO a
3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS SHEATHING ASSOCIATES MAY RESULT IN
wl 0.131x3" 0 3" D.C. EDGE OF ADMT�ONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-//
SHE SHEARWALL
EXTERIOR WALL SW 8d@3"/6" SW UO3"/6" 4- 4-
PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TOI TU�RDUGH,FTFTABLO� SEE ROUGH OPENISNLG
ALTERNATE A ALT POST TO TRUSS UPLIFT TA � SEE
ERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 AT LEFT STRAP KING AT LEFT�
UPPER TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS161
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
OSB DIAPHRAGM FASTEN ROOF FLOOR D /-10d 04"O.C. SW 8dO3 1/6: (2) CS18 STRAPS SW 8d*3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
TO NAILER 1 1) ROW 8d TRUSS.N 2x4 SPF#2 CONTINU'OUS FLOOR STUDS TO FOIJNDA11ON H ADER DOWN CONNECTION, HEADER UP CONNEC11ON
0 3" D.C. F To
�ASTIEN TOP LEDGER FASTE W 8d 6
S ;NED : HTT5 OR HDU5 W 8dO3/6: HTT5 OR HDU5
PLATE w/ (2) ROWS 7/,,-- OSB TRUSS WEB MTH--� S PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION
OF 8d 0 3" D.C. BLOCKING w/3-0.1310" SBEkRWALL NOTES,
2x4 PANNEL COMMON. IfEE SCH DULE ON DETAIL 3/SO.O 'YEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT UPLIFT CONNECTOR V)
SPF FLOOR 1. ANY ALTERNATE MAY
SP < Uj
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING BE JSED. SHEARWALL NOTES A H2.5T @ 32* O.C. TOP & BOT A LS18 0 32" D.C.
1. PROVIDE 7,J6" OSB SHEArHING WITH 8d COMMONS 0 3" D.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD wl FASTEN CATS EACH E. W/ CATS AT 12" 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
(2) ROWS 0.1310" 0 3" O.C. 3-0.1310" NAILS a 6�?O C. NED TO TOP AT -XTERIOR WALLS C (1)MSTA24 STRAPS C (2)C516 STRAPS LIJ
INTE 4-0.13lx3o END�G BETWEEN ROOF 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 ILA
Sw- SHEARWALL. (UN D FULL HGT THREADED ROD SEE PLAN
5-16d NAILS SHEARWALL OR TRU 3SES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE O.N), OR HTT4 HOLD DOWN AT BASE (U.O.N)
EXTERIOR WALL
(TYPICAL) �3USE ALTERNATE 3. FASTEN ALL INTERIOR S:W TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE Q ALTERNATE E F FOR FLOOR LIJ
ALTERNATE F SS ATTACHMENT 4. INSTALL INTERIOR FOOTI NG BELOW SHEARWALL PER DETAILS ON S1.O Uj
7 U
H z
SHEARWALL ATTACHMENT AT ROOF Et FLOOR TYPICAL S, EARWALL ELEVATION rVM�ENN�7 HEADER TIE DOWN
PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN <
0 Z
LU
8d COMMON NAILS L 4-Izo ILL MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS
AT 3" O.C.(TYP) ROOF NAILS MR) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING T CID
TRUSS 0 24" D.C. 1.)ALL BRACING LUMBER SHOWN, EXEP
2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE Ix4 SYP#3
EACH END w/3-10d H3 QB. H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
-WALL �TuDS -WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (LION)
AT 16 D.C. AT 16" D.C. FASTEN TO ROOF FRAMING BELOW j
w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING COMMONS (4) TRUSSES THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE F WEB. DELEGATED TRUSS ENGINEER. Uj
I I 3.)PERMANENT PERMANENT BRACING 0
2X6 WHERE NOTED ON TRUSS MFR. SHOP z
RG F TRUSS ROOF TRUSS-J ANGLE BRACING APP IED TO
SIMPSON H3 w/ 10-8d COMMON BRACE MONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATTAC! DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE lx4 SYP#3 OR BETTER
TO EACH STUD. PER ATTACH TO FACH STUD, THESE STRAPS B OM CHORD BRACING
SCHEDULE BELOW AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRA E. ONLY WALL SHEATHING UP BRACE FASTENED TO) OTT
PER SCHEDULE BELOW. 2x4 SPF#2 PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C� CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT
FASTEN w/lOd COMMONS SAME SIZE, SPECIES,
VERTICAL PRODIDE MTS12 QEL CS16 DIRECTLY LESS THAN 4'-0' 2X4 #2 SYP BLOCK 0 EACH I GRADE AS WEB CABLE END WALLS PROVIDE DIAGONALS
VERTICAL ROOF MEMB R. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER r-GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND
0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6 END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND A
REACTION LEDGER SIZE NAILING REACTION LEDGER SIZE & NAILING TO BE BRACED. AT END WALLS PROVIDE DIAGONALS
AND ROOF MEMBER. (APPROXIMATELY 457) TO THE 0 0
-'/."ox6" SDS SCREWS LOCATION. E MORE THAN (1) LATERAL-// ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 wl 8-0.13lx3" 2346-3125 2x12 w/ 8-'/."04" SIDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U
1251-1540 2AO w/ 10-0.1310" 1�5 AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.1310" PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING
TPOR DE SOU%SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
OF 0.1310" TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO
11E N VERFRAME RAFTERS TO TRUSS FRAMING.
LEDGER A NOTES, WHERE A LEDGER IS INDICATED 0
ALONG EXTERIOR WALLS PARALLEL T
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 BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA.
8-10d LSTA12 0 48" D.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM COMMONS I TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. TYPICAL
GAB SDWC15600 0 36" D.C. OMIT IF
SHEATHING OVERLAPS GABLE 12" MIN D A
ION �DECK LEDGER AT OVERFRAME RAFTERS /16 LE END BRACING PERMANENT TRUSS BRACING
FIV-1MING
BY TRUSS SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOIES: 1. SPACE GABLE END BRACING 0 4'-6' MAX. SCALE: 3/4' 1'-0'
N�� ENGINEER. NOT SHOWN FOR ARITY MIN 2 PLY STUD-, MIN 2 PLY STUD
2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS
TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS
FULL HEIGHT
MIN 2 PLY J-36 LONG TUD 36" LONG STUD
WASHER ELM IF-1, OR BEAM
@ ANCHORING SPECIFICATIONS (I)MSTA24 STRAPS
10 STUD 7 FASTEN w 12- FASTEN w/1 2-
A
FOLD OVER TOP PLATE (2)MSTA24 STRAPS 0.1310" GUN 0.1310" GUN NAILS
f
ANCHORING SYSTEM, THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR (2)MTS12
FULL HT. NAILS
SOLE DOUBLE �-ANCHOIR SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d HDU5 FASTEN (2)MTS12---
ATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
i N SIMPSON DTT2Z
UPLIFT PL FULL HT. TOP PLATE.-� 11 RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d'COMONS
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
t THESE DRAWINGS.IF A DIMENSION 6
PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2*x r STEEL WASHER. /-W/8- 04 UNCLEAR PEFER TO THE
SDSSCREWS
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 to. LSIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
01' OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FUL- HEIGHT \-(2)H2.5T (2)H2.5T CONTACT THE EDR.
MINIMUM 2 PLY LTT20B THREADED ROD
ROD
FULL El HT ROD INSTALLATION, AT ALL PLATE PENETRATIONS STUD Y2" THREADED ROD WITHIN 6" OF MINIMUM
THRE ED ROD MINIMUM
PROVIDE A HOLE IN THE PLATE %- LARGER THZ THE 2 PLY-\ EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY PLAN NAME
SINGLE CONTINUOUS RODS ARE PREFERRED, OCIUPLER� COUPLER TIGHT /-ROD EPDXIED
SEE ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND S THREADED Y2x6* TITEN HD STUD ANASTASIA
)�" THREADED ROD r
STEEL COUPLER 0, (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES EPDXIED 4!' MIN OR DESIGN/DRAWN/CHECKED
C WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AGAINST PLATE 7.5" MIN
(OPTIONAL, LOCATE FULL HT.-- SIMPSON TITEN HD ROD ER 6" TITEN HD
ANCHOR ROD SHALL BE INSTALLED APPROXIMATELY CENTERED U L CS / BTC/LAP
IN HOLE. RODS MAY BE SLANTED FROM TRUE M MINIMUM
AS NEEDED) %" RODS THD37634RC (3/fi%w') i
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO W�x 2 PLY HOLD DOWN SEE PLM DATE
AVOID CONFUCTS WTH FLOOR AND WALL FRAMING.
THE NUT A9M THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z /-STUD ROD = DTT2Z
R SECURED OVER THE WASHER TO A SNUG-710"T /-W/B- X"Xiv HTT5 ROD = HTT5 05.01.15
FULL HEIGHT ANCHOR INSTALLATION CHART CONDITION PLUS 09-*ALF TURN Of A STANDARD ILT-UP POST,- - BUILT-UP POST,- SCALE
FRA ING D E F WRENCH (APPROMMAIMY 30 Fr.-4JM OF TOME). SDS SCREWS BU
THREADED (A) @ GUE TO SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. AS NOTED
FULL HEIGHT L ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONIRACTICIRS SMALL RE-11CHIM NUT TO 30 LPA No.
THREADED ROD FOUNDATION HOLE HOLE SPEC. DEPTH DISTANCE FT-M OF TOME AFTER ALL TRACES ARE
SEE PLAN PER PLAN. 3/8 1440 14"o x2x/ 3" COMPLETE NO F 001 TO INSULATION. TOLL-15-00169
-L
EMBED ENT 5/8 -y4'0 31,"o 2)� 13 EPDXY ANCHORING, ALL THREADED RODS SHALL BE nTT97 CONTROL No.
DEPTH� 3x3,;4 -- - DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 QP110N 2
OR MONDSTEM CHART FOR EMBEDMENT AND EDGE DISTANCE 4968
FULL EIGH 'IN I REQUIREMENTS -Y8" FULL HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL SHEET
G
TYP)
2x12 OR
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FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATFACHMENT r-14 WHEN 16 GIRDER BEAM STRAPPING
Soo]
SOA
THIS-D-ETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE Z�N�01 THIS DETAIL ONLY APPLIES WHEN NOTED ON PL N -SHEET 2�OF9
OVERLAP SIDEWALL
OVERLAP SIDENNALL TOP PLATE
OVERLAP SIDEWALL TOP PLATE . . . . . . . . . . . . . ALWAYS PLACE
TOP PLATE ALWAYS PLACE . . . 1. . HEADER AT
TOP OF ROUGH
. . . HEADER AT
TOP OF ROUGH OPENING
OPENING
%"0 THREADED ROD
GARAGE
ALWAYS PLACE . . . HTT5 wl SECOND STORY
PACK WITH 2-ROWS OF 16d 14" %- THREADED ROD TOP PLATE E$EV.
HEADER AT
HEADER . . . . . . . . . . . . . . . . . w/3x3x/4" PLATE
GOAL POST. FASTEN TO STUD HTT5 W/
TOP OF ROUGH RING SHANK NAILS 0 12" D.C. %" THREADED ROD-\� Lou Pontigo and
OPENING EPDXIED 12* MAX EPDXIED 12" JI 11 Associates, In c.
/�2)A2DEgRa STRAPS III
HE TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO EXTEND HEADER TO 420 Osceola Avenue
UPRIGHT BUCK DIRECTLY INTO 4 FAR SIDE OF WALL
(2)2x6 KING STUDS — HTTS W/ STUD PACK, PER GARAGE DOOR FRO FAR SIDE OF WALL 6 AS SHOWN. jax. Beach, Florida 32250
(2)2x6 7--(2)2x EPF#2, AS SHOWN.
(2)2x6 JACK STUDS — W THREADED ROD- SUPPLIER JACKS E Ph. 242-0908 Fax. 241-9557
t:j� EPDXIED 12" AND (1) ///// 4'-O"x4'-O" PIECE OF WALL EE 1O/SO.O FOR TYPICAL F L:CA#8344 SC:CA#3579
4'-O"x4'-O" PIEC SHEATING INSTALL AT UPPER HEADER STRAPPING.
HTT5 w/ SHEATING INSTALL AT UPPER j HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER
0 E OF WALL
(2)2x STUD CCIRNER�, WTHREADED ROD CORNER 1" BELOW GARAGE HEADER JACKS DETAIL A
ON EXTERIOR STUD (TRIMED AS DETAIL A i %" THREADED ROD ON EXTERIOR STUD (TRIMED AS
EPDXIED 12" EPDXIED 12" AND SHOWN)
KN Not"".
P.T. SOLE PLATE,�, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS
SHOWN) I G
HI
GARAGE SOLE PLATE HTT5 w/ HTT5 wl FAS EN SHEATING TO HEADER wl 8d COMMON ga GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
_7 FLOOR IN 3 GRID PATTERN AS SHOWN AND Y O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. FRAMIN -
S .
ANCHOR THREADED ROD THREADED ROD (STU)S, BLOCKING & SILLS) TYP. UMSTA24"OR'
EPDXIED 12"
SOLE PLA EPDXIED 12"
TE _e 0 32",ON-CENTER Cj
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
ANCHOR GARAGE WING WALL SECTION
11 1 46 eq
THICKENED SLAB EUGL 2 MSTA24 OR CS16 KING STUD TO LDWER
/AT GARAGE OPENING.
STRAP EACH tND 'RAMING 2 24 OR
6x6 POST WITH ABU66 MSTA
4 5/,'0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN ��w/ 5/." THREADED ROD OF WALL SEGMENT CS2 STRAPS
NOTES: STUDS) DRILLED AND EPDXIED wl 12" EMBEDMENT & 3x3x/4" WASHER. EPDXIED 12" MIN.
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.
2ND FLOOR ELEV.
Christopher ] Sabourin PE
GARAGE WING WALL ELEVATION
FL PE#71461
WOOD BEAM
��ISIONS DA3
GARAGE HEADER FRAMING 2 GARAGE PORT/ L WING WALL WING WALL FRAMING LESS THAN 12' _N 4
VMEN 3 GARAGE
rymEy- CONVENTIONAL STRAPPING DETAIL
T51N_S�02 ��2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN NCZ:��SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CITED SO. 'WIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
f3L JACK STUD
PORCH BEAM SUPPORT POST
IF 4x4 IS SPECIFIED ON PLAN, FIELD ALTERATION
JACK STUD AT DOOR USE (2)2x4 SPF#2 SUPPORT. CONTRACTOR SHALL CONTACT LOU
UNk-AT DOOR SOWC15600 SCREW
MIN. (2)2x4 PT SYP #2 0 32" D.C. PONTIGO B ASSOCIATES PRIOR TO
24' MAX IF 6x6 IS SPECIFIED ON PLAN, + + + WALL MAKING ANY STRUCTURAL FIELD
USE (3)2x4 SPF#2 SUPPORT. /-SHEATHING MODIFICATIONS WHICH MAY VARY
12' MIN.' FROM THE INTENT OF THE ORIGINAL
RATED WALL SHEATHING w/ CONSTRUCTION DOCUMENTS.ANY
A%3Yz' 8d 0 6" D.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS18 w/7-lDdxlN' FIELD ALTERNATIONS MADE PRIOR TO
PLAN VIEW PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. EACH END 048" BEING APPROVED BY LOU PONTIGO a
TAPCON RECESSED IN SLAB ASSOCIATES MAY RESULT IN
SCREW /�O.C. STRAP -'AN BE ADDITIONAL ENGINEERING OR
wIY2" THREADED ATTACH SUPPORT POST TO INSTALLED E THEIR
ROD EPDXIED 4" SOLE PLA FOUNDATION NTH HTT4
FACE OF STUD CS18 W/7-10dxl)�"
NCHO EACH END 0 48"
w/ 5/8"Ox6" EMBED EPDXY ROD. U.O.N. z
O.C. STRAP CAN BE STUD TO 130T PLATE,
CONC. CONC. SYP#2 PT SOLE PLATE- "/--INSTALLED EITHER SOT PLATE TO TRUSS /-SDWC15600 SCREW.
SLAB SLAB N. FACE OF STUD Y4"x4r LAG SCREW� 0 32" D.C.
MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT FLOOR FLOOR 8d 0 3" FLOOR I NTH ROUND WASHER
qg��
TE
R
TRUSSES TRUSSES TRUSSES AT EACH FLOOR TRUSS z
VIEW LOWER PORTION OF OR JOIST. OR JOIST. OR JOIST.
BOX COLUMN BY BUILDER Ey
IF PT MATERIAI IS NOT USED L9
I OPTION B BEAM SEE
OPTION A OPTION B OPTION A OVERLAP PLAN
STRAPPING SHEATHING OPTION C 4< V)
DROPPEDBEAM Uj
LIJ
(ym-E�N'� FRONT ENTRY JAMB FASTENING BOX COLUMN DETAIL WALL STRAPPING OVER BEAM
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
r3&1S_0-V THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN vl�so-
Uj
UKING STUD TO TOP PLATE-
SDW15600 SCREW, MEN 8 WALL STRAPPING DETAIL z
THIS DETAIL ONLY APPLIES WHEN NOTED ON
Z�NSO
CL
STUD TO TOP PLATE,
m TO TOP Uj
SDWCI 5600 SCREW.- SDWC1 5600 SCREW.-
0 32" D.C. 0 32" D.C.
Ln
2x4 BLOCKING\ /4-0.13lx TOE NAILS (2 EA. SIDE)
H-3 EA 2x4 OUTLOOKER
-ADER TO JACK STUD: OUT * - PLACE GABLE END TRUSS
LOOKER /AT 24' D.C. NOTE(D SPUCE 2x6 X 4'_6" P.T. SYP NO.2
1 -MSTA24 F= I 1 0 TO THE INT. FACE OF EXPOSED RAFTER TAIL TO EACH ROOF
ROOF BALLOON FRAMED WALL TRUSS 0 24" O.C.
STUD SPACING, SEE AND FASTEN TRUSS TOP 0
FRAMING PLAN 91 SHEATHING AND eorTom CHORDS TO
SCHEDUUE.�� BALLOON FRAMED WALL 2x4 P.T. SYP No.2 0
\5-12d TOE STUDS w/ 2-0.1310' BLOCKING/CLOSURE FASTEN
2x4 13LOCKING AT NAILS EACH NAILS AT EA. STUD. w/ 3-12d TOE NAILS. RIP
48* D.C. BETWEEN TRUSS RE-ENGINEERED DOWN TO REQUIRED DEPTH z
BOT PLATE TO FRAMING BOT PLATE TO FRAMI GABLE AND FIRST WOOD P ROOF TRUSSES.
13ELOW CS180 32" D.C. BELOW CS180 32" D.C. INTERIOR TRUSS. FASTEN GABLE END 12d COMMON
TRUSS W/ FULL HT. WIRE NAILS
NCHOR AND HA41 0 4" D.C.
EA. END STAGGERED
:;FFT IL
ZZ
--- ----------------- -- ------- -----
E
F"
XPOE� 4�0
SED R'
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0 4. 0 C.
STAGGERED
UPLIFT-/ 0 0
CONNECTOR
D U
TOP PLATE
OUBLE)
CONVENTIONAL W
ANCHOR PER SCHEDU
NO FULL HE REQUIRED.
TRAPPING DETAIL LLOON FRAMED GABLE END MISIC
WALL STRAPPING DETAIL VMEN 10 WALL S BA RAFTER TAIL DETIAL
T51""�SO THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 11"%�SO- THIS DETAIL ONLY APPLIES WHEN NOTE) ON PLAN \Z-30/ FIRAMING
DETAILS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
�ARCHITECTURAL DRAWINGS OR
I 'U ZA
COLNT=�THEEWOTP
PLAN NAME
ANASTASIA
DESIGN/DRAWN/CHECKED
CS / BTG/LAP
DATE
05.01.15
SCALE
AS NOTED
LPA No.
TOLL-15-00169
CONTROL No.
4968
SHEET
S02
'SYMBOLS LF-GEND
————— — DESIGNATES FOOTING LINE MIN
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou PontigO and
BEAM OR TRUSS. SEE PLAN Associates, Inc.
420 Osceola Avenue
lax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA# 8344 SO CA#3579
0,
%
. 7 61
12x12 PIER BELOW
ARCHITECTURAL CO IN S T
F
Col
L
N
ABOVE. TOP OF
IS 6" ABOVE P A VTgR S. i, .. ....
LJ 0
L-) Christopher I Sabourin PE
— — — — — — — — — — — — — — — — — — — — — — — — FL PE#71461
- - - - — — — — — — — — ��SIONS DATE
F2.CII — — — — — — TR S 07.16.11
IN WN _ — — — — — — — — — REVISION
CONNECT MONO TO
STEMWALL w/2—#5x3D"--__�
DOWELS EPDXIED 4" MIN.
0
+ __T lil I L I
__L I I/�FIELD A=TERATIC�N
PAVERS E: I It ir F--, I
IJI L — — — — — — — — PONTIGO a ASSOCIATES PRIOR TO
CONTRACTOR SHALL CONTACT LOU
BY OTHER S ^8 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
Sim
�01 FROM THE INTENT OF THE ORIGINAL
__j I I CONSTRUCTION DOCUMENTS.ANY
U" I — — — — — — FIELD ALTERNATIONS MADE PRIOR TO
4" CONCRETE SLAB wl BEING APPROVED By LOU PONTIGO E
S1.01 _j\_ _FIBERMESH @ 1.5 LBS/C YD. ASSOCIATES MAY RESULT IN
H ADDITIONAL ENGINEERING OR
QE_ MINCR EITE__QR__6 x-6- WL 4XW1_4_
- — — — — — — — —WWF ON SMIL VAPOR BARRIER 6 \'SLV01
IN PREPARED GRADE. S1.01
CONNECT MONO TO PROVIDE 2—#4x4'—O"
STEMWALL w/2-#5x3D" CORNER -BARS------------------------- -----
DOWELS EPDXIED 4" MIN. AT SLABI MID-DEPTH. \_2x8 FLOOR FRAMING 7 z
@ 16" O.C.
F,
_j- U LD
_m F2.5
N1147
S1.01 L1j
Lf) Lij 0
51.01 C0
- - - - - - - - - - - STAIRS r/
BY BUILDER. Uj
<
1 V) LLJ
------------- L
OA z
SAWCUI�
101
S Z
'to 6
7 6 S1.01 Lij
AT
_j - - -- - - - - - - - - - - - -j =J_
7,
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1 1.01
101-011 SAWCUT
2'F8' 8'-10" 14'-8" 1
I PROVID� SAW CUTS Pm
0
I
^6 2/S1.01, BUILDER TO
Do COORDIN'ATE WITH FINISH
1 120
\�SI.01)/
FLOQR MATERIAL.
2
r7B )i
S1.01
71- T
g:...... .... .......
I' 0— — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — —
_A_ ——
FOUNDATION
FOUNDATIQN PLAN PLAN
SOLE PLATE ANCHOR SPACING SCHD SCALE: 1/4" l'—O"
NOT SCALE DIMENSIONS FROM
ALL EXTERIOR WALL 48" D.C. H
UNLESS OTHER NOTED T ESE DRAWING IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
SHEARWALLS 24" O.C. CONTACT THE E.0 R
FOOTING SCHEDULE AND NOTES (SW 8dO3-/6-)
PLAN NAME
SOLE PLT 0# WHEN NOTED ON PLAN ANASTASIA
BOTTOM BARS DEPTH WIDTH LENGTH TYPE SEE NOTE 2 DESIGN/DRAWN/CHECKED
3—#5 EA. WAY BOT. 11
—0. 2'-0" 2'-0' F2.0 1. INSTALL SOLE PLATE ANCHORS PER DETAIL CS / BLC
3—#5 EA. WAY BOT. V-0- 2'-6- 2'-6" F2.5 3/SO.O _Z LAP
DATE
3—#5 EA. WAY BOT. 11_0� 3'-0" 3'-0' F3.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 05.01.15
4—#5 EA. WAY BOT. 11-0. 3'-6- 3'-6- F3.5 EXAMPLE — SOLE PLT 0 36" 36" SCALE
4—#5 EA. WAY BOT. 4'-0" 4'-0' F4.0 ON—CENTER SPACING AS NOTED
4—#5 EA. WAY BOT. 4'-6" 4'-6- F4.5 LFA No.
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO 7E TOLL-15-00169
FOUNDATION. FOR GENERAL FEATURES. DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR CONTROL No.
REFERENCE ONLY. 4968
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SHEET
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557. S 10
�,�ET 4�OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING ANCHORAGE PER-1
TYPICAL WALL FRAMING AND ANCHORAGE
AND ANCHORAGE PER CONSTRUCTION SPECS.
PER CONSTRUCTION SPECS.
CONSTRUCTION SPECS.
1#5 CONTINUOUS, PROVIDE Lou Pontiso and
rCORNER BARS (TYPICAL) 1 -#5 CONT., PROVIDE SOLE PLATE ANCHOR, Associates, Inc.
MONO SLAB FOOTING AT PORCHES, SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL EE 3/SO.O 420 Osceola Avenue
HEN SPECIFIED ON PLAN. CORNER BARS (TYP.) BLOCK W/ 1-#5 CONTINUOUS jax. Beach, Florida 32250
z Ph.242-0908 Fax. 241-9557
I -- SLAB ON GRADE, _5zi SEE ARCH PLAN IN, F L:CA# 8344 SC:CA#3579
I LSLAB ON
- SEE PLAN. 51"
2
SEE PLAN.
GRADE OR CONIC
AT WALLS GREATER THEN 4
Xv\u ;IV
FOR TEMPORARY BRACING < %
, I 19F
00 LAYOUT PLAN. CMU STEM WALL W/
SLAB, SEE PLAN.-�
4'-0" HIGH, NOTIFY E.O.R.
CS. %
SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON 6
STEMWALL REINFORCEMENT #4 VERTICAL DOWELS @ 24" O.C.
GRADE- 41 X
4" MIN. SLAB THICKNESS. A 90* e ND INTO FTC.
CmU 4 LAN. MAINTAIN SEE PLAN
REINFORCING 00 :2
#4 DOWEL TO MATCH OF
WALL RE Y
11
1 TO 6 #4 VERT. @ 48"O.C. 0
COURSES
INFORCING.
-'CONT. C
�1 4 CONTINUOUS CONCRETE tot
ONCRETE FOOTING
7 TO 10 #4 VERT. 0 24"O.C.
STEMWAL SEE 1/S1 .0
4
11 TO 12 , #4 VERT. 0 8"O.C. FOOTING Christopher I Sabourin PE
8"x`16" 1-STORY, w/(2)#4 CONT.
SES TO LEAR FL PE#71461
STEMWALLS OVER 6 COUR
1 O"x2O" 2-STORY, w/(3)#4 OR (2)#5 CONT. TYP
HAVE TRUSS TYPE HORIZ. JOINT
REINF. BETWEEN EVERY OTHER �ISIONS�DAT�E
1 O"x2O"
COURSE. FILL CELLS SOLID.
w/ 2-#5 CONT.
STEM WALL EDGE AND FOOTING FOOTING W/ SHOWER RESESS GARAGE STEM WALL
-LOI (SIM. AT PORCH EDGES w/o WALL) (IF REQJIRED) �.O 1 (IF REQUIRED)
I(7�IELDALTE�RATION
CONTRACTOR SHALL CONTACT LOU
PONMIGO a ASSOCIATES PRIOR TO
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
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
STEP, SEE
ARCH.
(4" MAX.)
EQUAL TO SLAB
THICKNESS.
#3 BENT BARS 0 7B @ SLAB RECESS 7 z
18" O.C. W/ 2'-0"
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. U LD
AND ANCHORAGE PER (WHEN STEP IS GREATER BRICK VENEER IS
CONSTRUCTION SPECS. THAN 20") ACCEPTABLE WITHOUT
WALL FRAMING +- WALL FRAMING INCREASE OF FOOTING Uj
24 1 S SIZE. Uj C)
GRADE, ELASTOMERIC SEALAN F SEE PLAN /-2-#5 CONT.
MAX STEP LSLAB ON 1" DEEP AWCUT W/ SLAB ON GRADE,
—TSEE PLAN. STEP, SEE ARCH. PLAN. SLAB ON
I SLAB ON GRADE,
. 4. Uj
00 GRADE, I SEE PLAN. U
X
NOTES: SEE PLAN. 4
4�_
N
1) PROVIDE SAWCUTS TO CREATE
APPROXIMATE 16' X 16' MAX. SQ.
x16" THICKENED 2) SAWCUT CCNC. SLAB WITHIN 4 TO
wl 2-#5 CONT. 12 HOURS OF CONIC. PLACEMENT. OPTIONAL 3-
2" FLAIR 8%16" 1-STORY, w/(2)#5 CONT.
811xi 61, 8mx20" 8"x16" 1-STORY, W/(2)#5 CONT.
2-STORY, w/(2)#5 CONT.
w/(2)#5 CONT. x20...... 2-STORY, w/(2)#5 CONT.
j Ln
SA\A' CUT DETAIL BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN
TALL MONO. FOOTING AT STEP-DOWN r5
SCALE: 3/4" 1'-0" r7
1<L�01 \`I.1�-01 -LO, 0
z
2
0
U
2x8 P.T LEDGER
FASTEN '
TYPICAL WALL FRAMING 4- TO S iMWILI POST, SEE PLAN MATCH D
AND ANCHORAGE PER OOR "
/_w/ 5/,," TH READED ROD SET DIRECTLY ON WITH, SEE ARCH. RECESS
CONSTRUCTION SPECS. MIN
EPDXIED 4" a 16" 0.C. STEMWALL w/ ABU44 I__ SLAB ON
GRADE,
DECKING PER -- SEE PLAN.
RICH. P.T. 2x8 SILL PLATE PAVING
SLAB ON BY BUILDER
GRADE, ATTACHED wAW' 12"xl 21, 1#5 CO T.
z SEE PLAN. --I - 10B
:2 r___1 THREADED RODS @ 48" E.J. - IDETAIL FOUNDATION
4 4 7 O.C. EPDXIED 4" MIN.
2� STEMWALL & MATERIAL
< 00 DETAILS
FOOT11' G SEE` 4Z __q SLAB ON
DETAIL 1 S1.01. GRADE,
0 '�_'-JOIST SEE PLAN SEE PLAN.
BRICK VENEER, 04
44� ALT. FOOTING AT LUS28 SIMPSON
SEE ARCH. 8" CMU OPEN BOTTOM LINTEL N ON5
j M
OM
S' �j
ALE D NS'
UILDERS DISCRETION. 5C M
HANGER H3. TDOEN�00TRAWIN3S."IFEA OWEN IO)N 15
0
HE
BLOCK W/ 1-#5 CONTINUOUS N LEAR REFER TO THE
T
P To ING5 OR
ARCHITECTURAL DRAWINGS OR
W
a
4 3 48" 0.C. OR THICKENED EbCE 8,,x8, CONTACT THE LEOR
ROD CHAIRS (TYP.) w/ 1-#5 C T. DETAIL 10A
4 8" STEMWALL
12" 1-STORY, w/(2)#4 CONT. 4 PLAN NAME
00
w/ 1-#5 ANASTASIA
16" 2-STORY, NCRETE @ 48" O.C. DESIGN/DRAWN/CHECKED
wA2)#5 CONT. 1Ox16" C(
FOOTING t/2-#5 k
CS / BTC/LAP
6" 6%8" EXTENSION FOR BRICK DATE
LEDGE ADD 1-#5 CONT. 05.01.15
BRICK LEDGE DETAIL
THICKENED SLAB SCALE
Ie�8 MONOLITHIC EDGE FOOTING PORCH SECTION AS NOTED
\I. LPA No.
�-O 1 SCALE: 3/4" 1'-0" SCALE: 2/4" 1'-0" TOLL-15-00169
CONTROL No.
4968
SHEET
S1 ,01
�SHEET 5�OF9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SHEARWALL SHEATHING To BE APPLIED.
8d @ j DESIGNATES 8d COMMONS 0
3" D.C. EDGE & 6" D.C. "IN THE
RELD"
DESIGNATES THE HEADER SIZE AND
(2)2�8-1/2 NUMBER OF PLYS DESINATES NUMBER,
HEADER SIZE & JACK/kING STUDS
I NEEDED FOR SUPPORT HEADER. Lou Pontigo and
DESIGNATES THE SINGLE PLY HEADER Associates, Inc.
6S-1/1 AND & JACKMNG STUDS NEEDED FOR
SUPPORT HEADER., SEE DETAIL 2/SO.O. 420
Osceola Avenue
jax. Beach, Florida 32250
BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND F L:CA#8344 SO CA#3579
V' A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.I
W A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1 ........
ENS
X' A307 DIAMETER THREADED ROD
TERMINATES AT FIRST FLOOR TOP 61
PLATE, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED ROD
OF
TERMINATES AT FIRST FLOOR TOP
6x6 P.T. SYP#2 (95 A%
PLATE, SEE DETAIL 12/SO.1
SEE 2/SO.1 SEE 3/SO.1 FOR R I
BEAM CONN. SEE 3/SO.1 FOR .1� ...
/-BEAM CONN. L
SIMPSON HTT5 SEE DETAIL15 0.1
(2)PLY 16" LVL (2)2x8l /2,
Christo pher I Sabourin PE
711 FL PE#71461
=12IS11
SIMPSON DTT2Z SEE DETAIL15/S0.1
]REVISIONS DATE
00
Ix
SIMPSON LTT208 SEE DETAIL15/SO.1 TRUSS 07.16.1
C'4
FASTEN TOP OF REVISION
04
WALL PER 5/SO C`4 12" LONG LIGHT GAUGE STRAP
LSTA12 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
z
(2)2x8 MINIMUM PLANK -a I i WALL STUD SCHEDULE
ORIENTED HEADER OVER 00 1 1 1
_j 1 00 PLATE STUD SIZE
> ------- LOCATION
_j \-SLIDING GLASS DOOR, FASTEN LF_ 71__1 rr __�i I X HEIGHT & SPACING
(0 1 N POST 4x4 P.T. SYP#2
c\I
TO JACKS EACH EACH END X
W/ (2)A35. SEE 1/S1.1 L __O&B WALL:j1 CN SEE 2/SO.1 EXTERIOR MAX 2x4 SPF#2 0 16' D.C. FIELD ALTERATION
2x6 SPF#2 0 16' D.C. gL CONTRACTOR SHALL CONTACT LOU
X SHEATHING F EXTERIOR
>_ MAX 2x4 SPF#2 0 12* D.C. PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURA
_j L FIELD
EXTERIOR 0'-1 TO 2x6 SPF#2 0 16" D.C. MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
4�-O"
CN _7T 2T2X8 1o'-0 CONSTRUCTION DOCUMENTS.ANY
INTERIOR MAX 2x4 SPF#2 0 16" D.C. FIFLO ALTERNATIONS MADE PRIOR TO
12 BEING APPROVED BY LOU PONTKIO a
- - - - - - - - - - - - - INTERIOR ASSOCIATES MAY RESULT IN
2X6 SPF#2 0 16' D.C. gL
2x4 SPF#2 012- D.C. ADDITIONAL ENGINEERING OR
F_
S1.1 X Alln-MM&
STUD TO TOP PLATE: SDWC1560d 48" O.C. cli 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
C*4
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
SEE 3/S0.1 FOR ----------------------------- CONTRACTOR MAY INCREASE STUD SIZE TO MEET
�,(2)2x(3-1�/l ARCHITECTURAL REQUIREMENTS.
BEAM CONN. -:--
nI V [OLE PLATE ANCHORS 0 24"O.C. T 3.) SPF DENOTES SPRUCE PINE FIR.. SYPDENOTES SOUTHERN
7 Z
Am 3X%7" 1.8E (2)2x8 YELLOW PINE.
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATE$.
X PARALLAM PSL 0
I U
LTJ -I POST 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
A "41,1 C\I TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16" D.C. Ln
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SHEARWALLS Uj
4- - - - - - - - - - - - X
�jl I I N LLJ
F x6 COMBINED USE PANEL NOTES
I C14 0
w L - - - - - - - - -
> 1. EXTERIOR WALL SHEATHING SHALL BE 00
0
m CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST j
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
< C(2)2xl 0-2/1 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Lij
- OSB WALL _TRUSS_ FG.Q2_AB1aVE_ Uj
0
SHEATHING--"1 2. SEE SHEET SOLD FOR WALL SHEATHING 7 U z
r0i Fj "*�2C) SPECIFICATIONS.
"I I V) F01 2-(
cli 0.C. Ld ------------
I IL6-- 1 3. UPPER MOST TOP PLATE SUPPORTING ROOF
1 1 12"Of @ 12" 1\�1(3)2x4 SPF#2 > I <
X0 Of 0 �POST. 0 - MEMBERS SHALL BE STRAPPED AS SHOWN IN
N I I S--TUD TO TOP PLATE: 0 rl DETAIL 1/SO.O 0 z CL
c,
< VERY IMPORTANT NOTE
ISDWC15600 0 48" O.C. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
FASTEN TOP r,
- - - - - - - - - 1 (0 1 / 6x6 POST WITH ABU66 w/ 3/SO.O
X OF WALL PER LLI - n/ w
C�j
%" THREADED ROD
L RAISED HEADER--,, r 5/SO.1. (2) x /1 Lf) I
9 11 (A EPDXIED 12". SEE 3/SO.2 GENERAL NOTES
z 8 1 El - - - - - 1 0
'a TOP I
3: 00 OF WALL PER 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
U) F- SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
fD 5/SO.1. SIZES AND SPACING. AT GIRDERS AND BEAMS,
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
X
C11 PLIES.
X z
X
04 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
00 1 1 1
N RUN SHEAT G n SHEATHING SPECIFICATIONS.
(A I
z 10 1 1 1
CONTINUOUS T
< 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
FLOOR TRUSS TO 2nd z
H
zo
a
R N SHEA G 00
NU I NU OUS T
CO T T
USS To
OOR TR 72nd
L V L Top P T OSB WALL z OSB WALL PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
LEVEL TOP PLATE 3:: 00 1 -SHEATHING 'a L-I - TOGETHER PER DETAIL 6/50.0
3: 00 SHEATHING
V)
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
> 3/SD.O
6. AT SHEARWALLS, PROVIDE DIAPHRAGM
I (3)2x6 SPF#2 I 1 0 0
ATTACHMENT PER DETAIL 5/SO.l
L------------ U
L rPOST. I
I ' G 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT
W� TERMINATE BETWEEN TRUSSES, SEE 6A/SO.I
gyp 1 .1 . 1 % 1, 1 D I -
H 1. A
------- �2)M-1/ij VERY IMPORTANT NOTE:
C(2)2x8-1/1� f(2)2x8-1/1 (2)2x8-1/1 F(2)2x6_1/1 H B__�_ 6XI3 POST WITH ABU66 W/ 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
" THREADED ROD
EPDXIED i2". SEE 3/SO.2 CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN IST FLOOR
DOUBLE END W/ 9-10d.
TOP PLATE.
WALL FRAMING-/ FRAMING
2-ROWS OF 16d PLAN
@ 9" O.C.
CRIPPLE STUDS NO NAILS REQUIRED
IN CLEAR SPAN
@ 16" O.C. FLOOR
TRUSSES
5 LE DIMENSIONS FROM
��IN S
T
(2)2x8 PLATES--" OR JOIST. TDOESNE00TRA G IFADIMENSIONIS
IN FROM
SION IS
S'M Sj
IFA D' EN
UNCLEAR REFER TO THE
DRAWI
p ING
FRAMING ARCHITECTURAL D AW NGS OR
CONTACT rHE E.O.R.
WALL ic
RAMING
(2)2xl 0
CS18 STRAP w/ 100 PLAN NAME
4END LENGTH. FASTEN
3-10d TOENAILS I ANASTASIA
I I THIS END w/ 9-10d. r
2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK DESIGN/DRAWN/CHECKED
15600 SDWC SCREWS FIRST LEVEL WALL FRAMING PLAN SOL PLATE ANCHOR SPACING SCHD
ORIENTED HEADER OVER CS / BTC/LAP
@ 12" O.C. STAGGERED. (c3zjf('
SLIDING GLASS DOOR, FASTEN SCALE: 1/4" 1'-0" ALL EXTERIOR WALL 48" O.C. DATE
TO JACKS EACH EACH END UNLESS OTHER NOTED 05.01.15
W/(1)A35 SHEARWALLS 24" O.C. SCALE
(SW BdDY/6") AS NOTED
HEADER SECTION PLTO # WHEN NOTED ON PLAN EPA No.
pso� SEE NOTE 2 TOLL-15-00169
I CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL 4968
3/30.0
SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXkMPLE - SOLE PLT 0 36" = 36"
ON-CENTER SPACING SM
SHEET 6 OF 9
qpww
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES,
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O�
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (I)SOWC CONNECTOR
3. FOR GENERAL DESIGN spEanCATIONS SEE SHEET S=
4. WHEN USING (2)H2.5T CLIPS ON 11/," WIDE LUMBER, PLACE CLIPS MIN
i DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
F L: CA#8344 SC:CA#3579
11 1 it
TRUSS LAYOUT �E %
REVISION
1461
T OF
2;K4 10'-LONG 2x4 10'-LONG
STRUCTURAL FASCIA. STRUCTURAL 0
FASCIA. FASTEN TO
FASTEN TO EA RAFTER-\ "',I S10
)IRECTLY
w/A34. SO 2> EA RAFTER w/A34. TRUSS TOP PLATE TO
Z)U)VWv U I D to STUD SDWC15600
4� Christopher I Sabourin PE
�0/zzj
F-
REVISIONS DATE
06.15.15
TRUSS
Rafter to Top Plate shown EVISION
Truss to Top Plate similar TRUSS
KtVIZ)IUN
071615
2
SOA Optimal 2 10' 0'
30'
PORCH CEILING OSB IRECIL . ABO .E.
SEE 2/SO.1 E DETAIL 1/S1.4
/*'�REUD A�LTERATIO�N
CONTRACTOR SHALL CONTACT LOU
D RMER DIRECTLY ABOVE. DIRECTLY PONTIGO B ASSOCIATES PRIOR TO
11ST'LOW TRUSS MAKING ANY STRUCTURAL FIELD
S :E D Y2*MQX
u L PORCH CEILING OSB FROM THE INTENT OF THE ORGINAL
ETAIL 1/S1.4 MODIFICATIONS WHICH MAY VARY
CONSTRUCTION DOCUMENTS.ANY
L ZIP
SEE 2/S0.1
FIELD ALTERNATIONS MADE PRIOR TO
1^2 US24 I BEING APPROVED BY LOU PONTIGO R
SDV TOP PLATE TO ASSOCIATES MAY RESULT IN
-Ail
X
M C")
CO 1:0 0 1 !2 2 2 2 0 CO CO c' (10 0 C(2)HT 1. Sloped-roof rafters may be sloped up to and including
�z M CO M M M 0 M CO M a S16 a 12:12 pitch and must be "birdsmouth* cut.
0- OL Q, 0- CL 0- Q_ a- aL 0- M 03 0. a- 2-L 0. 0. a- 0. 0- 5H a, 111
2. Reference detail 4 for installation instructions.
� xEi SYP#2 FLCOR JOISTS @
4"O.C. FASTEN EA END W/ SIMPSON SDWC INSTALATION RANGE 7
LL'
5-10d TCE NAILS. 2x(5 -�,
I V1111111A RAFTERS @ 24"O.C. FASTEN
/ZZ/, 'Z�"// r1l" Am i U
111/lMlYI/11111 E END w/5-10d T E N ILS L a.
H TS1 6 4tj A EJU r12 4<
LU
SO.2
Uj C)
F Dj�
_j
ID D I==REUCSTSLY
OW TR Top P TE To
SDWC15600 STUD SDWC15C
ME///
Egg///'
6
EJ07 16 MIEDGER INSTALLED
Uj j
[F OVER SHEATHING
11 rl FG02 TH H261 Uj
!�OSJ HD4I THD26 T321 FASTEN w/2-10d & :E
—9 0 FTO 2-Y4,"x4" LAG SCREWS.
MSH422
J05T FN
MSH422 1113,41
IFTO STUD NOT DIRECTL9�
C 77
— 11 0 (2)2x6 SYP#2 FASCIA S' IBELOW TRUSS
J06T (2)2x8 RAISED LONG FASTEN TO
LL MSH422 41 RAFTERS vv/A35 ANGLE
/H _73
EADER. FTO: SDWC15600 Uj
EJ05 I r V FF-B-0�1 F B 0 1 Agtt� Reference detail 2a for installation angle limit V)
k E_ LLL MSH422 SDWC INSTALLATION
Fa \- DOUBLE RAFTER
7 —Alf, "MTS1 2- V
4�MTSQ I
ASH422
F Rafter to Top Plate shown
Sim. To I -t- (Truss to Top Plate similar) 0
j
LU
MSH422 HE)
FTO 1 0
SHEATH UPPER WALL z
THRU LOWER ROOF TO
_T43- UI I JJRTUDWNT
FLOOR TRUSS BELOW /- DOUBLE RAFTER F_10 0RTIIDIR11Tqi
FTO;
MSH422 D46
2x6 7'-LONG SYP#2 I
RAFTER TRAIL. MSH422 HD46 (2)2x6 SYP#2 FASCIA 8' Do not install SDWC in
SCAB TO TRUSS LONG FASTEN TO hatched area
C14 N N 00 (0 o r, FTO: T3, 0 0
vv/2-ROWS OF 10d 1714 C, 0 MSH422 HD46 RAFTERS W/A35 ANGLE
0 C', Q 0
;C'j
�g_ 21 F-I SDWC15600
@ 6" O.C. Fg- 1z F_ F. F-
LL LL LL
Lr= U- W, W LL LL U- LL lal LL LL LL U 1 91 71 L LL I,, F- W-1 U
:`1 LL
0A 9 W Wi 1 101 1 1 0 �1 911flill b 111'
A 'N Cq
I V 1 1/2' MIN
DA I III H W 01 101 Edl H 6 H H N 6 1 IN ibia�� 6 1"1 ____j IIIUII 2x6 LEDGER INSTALLED Overhang
L Q OVER SHEATHING
FASTEN FLOOR TRUSS FASTEN W/2-10d &
SHEATH UPPER WALL KWO1 TO TOP PLATE W/ SOA \-(2)HTS16 2-Y4 11 x4" LAG SCREWS. SDWC INSTALLATION RANGE
THRU LOWER ROOF TC SDWC SCREW @ 32" O.C. M 7'-LONG SYP#2
WALL BELOW
RAFTER TRAIL. FLOOR AND
SCAB TO TRUSS ROOF TRUSS
vv/2-ROWS OF 10d
@ 6" O.C. h'" minimum edge Rafter or Truss PLACEMENT
distance for full
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES values (with or Splice may be in upper or PLAN
i without a plate lower plate
splice)
RAP TRUSSES AND ROOF RAFTERS TO BEARING
TH 2-12D TOENAILS & 1-SIMPSON SDWC`15600 � 00 NOT SCALE DIMENSIONS FROM
�REW UNLESS OTHERWISE NOTED THESE DRAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
A' from top plate ARCHITECTURAL DRAWINGS OR
s"ce Offset CONTACT THE E.O.R.
for full values STUD NOT DIRECTLI PLAN NAME
FLOOR AND ROOF TRUSS PLACEMENT PLAN ANASTASIA
DESIGN/DRAWN/CHECKED
SCALE: N.T.S. CS / BTC/LAP
DATE
NOTE: SDWC AT TOP PLATE SPLICE 05.01.15
SCALE
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND AS NOTED
UPLIFT CONNECTOR, SEE PLAN.
LPA No.
TOLL-15-00169
CONTROL No.
4968
SHEET
S12
SYMBOLS LEGEND
ell-
DESIGNATES SHEARWALL THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0 Nil
3* D.C. EDGE & 6" D.C. "IN THE
FIELD*
DESIGNATES THE HEADER SIZE AND
(2)2,8-1/2 NUMBER OF PLYS DESINATES NUMBER, Ism
HEADER SIZE & JACK/KING STUDS
NEEDED FOR SUPPORT HEADER. Lou Pontigo and
DESIGNATES THE SINGLE PLY HEADER Associates, Inc.
6S-1/1 AND & JACKAING 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
V' A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1 % Q.
C'j-
A-307 DIAMETER THREADED ROD
TERMINATES AT FIRST FLOOR TOP
PLATE. SEE DETAIL 12/SO.1
-01.
A307 DIAMETER THREADED ROD F
TERMINATES AT FIRST FLOOR TOP
(95
PLATE, SEE DETAIL 12/SO.1 ORI
izz
"",,ZZONAL
SIMPSON HTT5 SEE DETAILI5/SO.1
Christopher I Sabourin PE
FL PE#71461
SIMPSON DTT2Z SEE DETAII-15/SOA
FiE SIONS DATE�
SIMPSON LTT20B SEE DETAI1-15/SO.1 TR 06.15.15
ZN R E U\ASSI 0 N
TR
REVISSSION 07.16.1 E
12" LONG LIGHT GAUGE STRAP
FASTEN TO TOP PLATE AND STUD
LSTA12
WITH 5-10d COMMONS
WALL STUD SCHEDULE
PLATE STUD SIZE
LOCATION HEIGHT & SPACING
EXTERIOR
9,-l" 2x4 SPF#2 0 16' D.C. FIELD ALTERATION
MAX
EXTERIOR 1o'-1 2x6 SPI#2 0 CONTRACTOR SHALL CONTACT LOU
.4 SPF02 :116
MAX 2 2 PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
EXTERIOR 10'-1 TO 016" D.C. MODIRCATIONS WHICH MAY VARY
14'-0" 2x6 SPF#2 4 FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
INTERIOR MAX 20 SPF#2 016- D.C. FIELD ALTERNATIONS MADE PRIOR TO
12 BEING APPROVED BY LOU PONTIGO 8
INTERIOR 2..,6 iPF#2 016- D.C. ot ASSOCIATES MAY RESULT IN
TRUSS LAYOUT 2 , SPF#2 012' D.C. ADDITIONAL ENGINEERING OR
REVISION sm m07m
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z
YELLOW PINE.
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 0
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
0�' TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* D.C.
00 MINIMUM. SEE 3/SO.O FOR ADD[TONAL ANCHORS AT
SHEARWALLS
Uj
COMBINED USE PANEL NOTES
1. EXTERIOR WALL SHEATHING SHALL BE
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING LIJ
SPLICE LOCATIONS FOR MUL11 STORY CONDITIONS
F(2)2x6-1/1 U Lu
Xk-------- 2. SEE SHEET SO.0 FOR WALL SHEATHING z
N SPECIFICATIONS.
0- I
<
3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
FASTEN WALL THRU LOWER ROOF TO DETAIL 1/SO.O 0
FA EN BOTTOM OF L 6 FLOOR TRUSS BELOW.
0 48" ( . . SI 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
PER 9/SO.2 R 3/SO.O
S/SO.2 SI
TO TOP PLATE: �bVVC 15600
AS
SHEATH UPPER WALL GENERAL NOTES J V)
THRU LOWER ROOF U) (L D
TO WALL BELOW. -J 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
1 0 < SIZES AND SPACING. AT GIRDERS AND BEAMS, j
:2 C5 a. 3::
0 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
I.- - L� PLIES.
I.- GO 0 LIJ
1 0
ED CS18 @ BOTTOM OF STUD /2\ 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
0 1 SHEATHING SPECIFICATIONS.
WHERE NOTED. SEE DETAIL z
@ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
AT BOTTOM RIGHT OF PAGE.
0
N PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
m
04 V) TOGETHER PER DETAIL 6/SO.O
z
LLJI 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
to V) X 3/SO.O
X < N
C14 C'4 6. AT SHEARWALLS, PROVIDE DIAPHRAGM
cli 0 0
ATTACHMENT PER DETAIL 5/50.1
00 OD I U
- 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT
V) V)
TERMINATE BETWEEN TRUSSES, SEE 6A/SO.l
9. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
(2)2 8- 1/2 :��:1'12x8-1/2 AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
A A END LENGTH. FASTEN 2nd FLOOR
��'s END w/ 9-10d.
WALL FRAMING FRAMING
PLAN
RAMING
I(V))
\_NO NAILS REQUIRED
IN CLEAR SPAN
FLOOR
TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. F A DIMENSION 15
IF
UNCLEAR REFER TO THE
WA FRAMING ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
W/ 10"
4CS:18 STRAP PLAN NAME
ILL. FRAMING
END
LENGTH. FASTEN
THIS END w/ 9-10d. r ANASTASIA
DES IGN/DRAWN/CH ECKED
SECOND LEVEL WALL FRAMING PLAN CS / BTC/LAP
SCALE: 1/4" V-0- DATE
05.01.15
SCALE
AS NOTED
LPA No.
TOLL-15-00169
CONTROL No.
4968
SHEET
S13
SYMBOLS LEGEND
2x6 RAFTERS HTS16 DESIGNATES UPLIFT CONNECTION.
0 24: 0.C. MM
FRAMING PLAN NOTES-
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
WHEN USING 2)H2.5T CLIPS ON 1 2 WIDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
2x4 X—BRACING @ Lou Pontigo and
6'—O"O.C. FASTEN \—SDWC15600 @ EA RAFTER Associates, Inc.
EA. END w/5-10d TRUSS 420 Osceola Avenue
FASTENING DETAILS Jax. Beach, Florida 32250
4-- Ph.242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
2x4 SPF#2
@ 16"O.C.
o '7
S
)IRECTLY
STLI:DDIRECTLY'
U:
OW �� SS]
T At
IBELOW TRUSS TOP PLATE TO
ACHOR WALLS TO FRAMING W/ SDWC OR M WC
4V S0DWVVC1I 056600 STUD SDWC15600
A# 32" O.C. WHEN OVERFRAMING FALSE DORMER Christopher I Sabourin P E
OVER ROOF TRUSSES PROVIDE 2x4 BLOCKING F L P E#7 14 6 1
BETWEEN TRUSSES 0 16" O.C. FASTEN BLOCKING
TRUSS TIE DOWN WITH SIMPSON SDWC
EACH END w/ 4-16d TOENAILS. ROOF SHEATHING
�ISIOINS DATE
SHALL EXTEND CONTINUOUS & DORMER SHALL BE
TR
BUILT ON TOP OF ROOF STRUCTURE. Rafter to Top Plate shown REUVISSSION 06.15.15
Truss to Top Plate similar TRUSS 07161tg
REVISION
Optimal 22)�
DORMER ROOF FRAMING
1\�.4 10,
30'
K7�IELDALTE�RATION
CONTRACTO SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
SIA
f QS .9 t MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PPJOR TO
t. BEING APPROVED By LOU PONTIGO a
T
T_ T L j 1� & WC1.9600— TOP PLATE TO
SO ASSOCIATES MAY RESULT IN
TRUSS LAYOUT STUD SDWC15600 ADDITIONAL ENGINEERING OR
REVISION
—Note: 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.
SIMPSON SDWC INSTALLATION RANGE z
LD
v)
LU
Uj
0
Uj
M U Uj
2x4x6'—O" LONG @ 2x4x6'—O" LONG @
O.C. AT BOTTOM 48" O.C. AT BOTTOM z
�'x
C
6RD CHORD OF TRUSS,
ORD OF TRUSS.� F— F— <
=7
FA EN vv/2-1 Od. FASTEN w/2-10d.
11STUD NOT DIRECT] Z
13FIOW TRUSS 0
&tj Reference detail 2a for installation angle limit LU
V)
SDWC INSTALLATION
Rafter to Tap Plate shown
'k (Truss to Top Plate similar) C)
0 LL1
z
NT STUD NOT DIRECT]
IBELOW TRUSS
2x4 DIAGONAL BRACE 2x4 DIAGONAL BRACE
TUD NOT DIRECTL
ELOW TRUSS SDWC15600
@ 24" O.C. FROM TOP @ 24" O.C. FROM TOP Do not install SDWC in
PLATE OF WALL TO \—PLATE OF WALL TO hatched area
TRUSS TOP CHORD. TRUSS TOP CHORD. 0 0
FASTEN EA. FASTEN EA. END SDWC15600
LID
(0 (D UD 9 (0 1 E � �
END C14 I 'M 171) C) co co M M c) r, r, I" j U
w/3-10d TOE ;2 P w/3-10d TOENAILS.
F_ F- F- F- 1;2 , ILO
NAILS. 10 [C(01) Ic) 1 go I
Overhang 1 1/2' MIN
MAX
k"
-L-11
SDWC INSTALLATION RANGE
TRUSS
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES V minimum edge Rafter or Truss PLACEMENT
distance for full PLAN
values (with or Splice may be in upper or
STRAP TRUSSES AND ROOF RAFTERS TO BEARING without a plate lower plate
WITH 2-12D TOENAILS & 1—SIMPSON SDWC156DO
Splice)
SCREW UNLESS OTHERWISE NOTED
THESE DRAWINGS.IF A DIMENSION IS
DO NOT SCALE DIMENSIONS FROM
1 r UNCLEAR REFER TO THE
9' from top plate ARCHITECTURAL DRAWINGS OR
splice Offset CONTACT THE E.O.R.
for full values STUD NOT DIRECT
IBFIOW TRUSS PLAN NAME
ROOF TRUSS PLACEMENT PLAN r ANASTASIA
DESIGN/DRAWN/CHECKED
CS / ErTC/LAP
SCALE: N.T.1
DATE
NOTE: ISDWC AT TOP PLATE SPLICE 05.01.15
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND I SCALE
N A E N FROM
SION IS
So 5j
IF AD MEN
a 0 T
0 OT SC L DI
E E DRAWINGS
UNIC LEAR REF ZT HE
CI TU VOW
LASR H TOE FCZALTD" �S OR
C
C NTA T HE E 0 R
UPLIFT CONNECTOR, SEE PLAN. AS NOTED
LPA No.
TOLL-15-00169
CONTROL No.
4968
SH EET
SIA
SHEET 9 OF 9
SYMBOLS LEGEND
2x6 RAFTERS HTS16 DESIGNATES UPLIFT CONNECTION.
24: 0.C. MM
FRAMING PLAN NOTES-
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 SO.O.
4. WHEN USING (2)H2.5T CLIPS ON V/," WIDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
2x4 X—BRACING @ Lou Pontigo and
6'—O"O.C. FASTEN--,,, Associates, Inc.
EA. END w/5-10d \—SDWC15600 @ EA RAFTER TRUSS
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
4-- Ph.242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
2x4 SPF#2
@ 16"O.C.
E
'7
A,
STUI:)IRECTLY
DDIRECTLY'
OW � :
T U:
SS�j NAL
BELOW TRUSS TOP PLATE TO
AICHOR WALLS TO FRAMING w/ SDWC OR M 2 S WC
t_14� SDWC15600 STUD SDWC15600
4V OUK 10600
32" O.C. WHEN OVERFRAMING FALSE DOWER Christopher I Sabourin P E
OVER ROOF TRUSSES PROVIDE 2x4 BLOCKIN FL PE#71461
BETWEEN TRUSSES 0 16" O.C. FASTEN BLOCKINL7
TRUSS TIE DOWN WITH SIMPSON SDWC
EACH END w/ 4-16d TOENAILS. ROOF SHEATHING
r 01-90NS DATE
SHALL EXTEND CONTINUOUS & DORMER SHALL BE
TR
BUILT ON TOP OF ROOF STRUCTURE. Rafter to Top Plate shown REUVISSSION 06.15.15
Truss to Top Plate similar TRUSS 07.16.1t
REVISION
Optimal 22)�
DORMER ROOF FRAMING
1\ 30'
IF---1 FIELD ALTERATION
CONTRACTO SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
SIA
QS .9 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
Y2"M(IX FROM THE INTENT OF THE ORIGINAL
CONSTRLrTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
t BEING APPROVED By LOU PONTIGO a
T T T TOP PLATE TO ASSOCIATES MAY RESULT IN
SDWC156(0)0 ADDITIONAL ENGINEERING OR
TRUSS LAYOUT STUD SDWC15600
REVISION
—Note: 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.
SIMPSON SDWC INSTALLATION RANGE z
LD
LLJ
UJ C)
Uj
Uj
IT
2x4x6' 0" LONG @ 2x4x6'—O" LONG @ U
0
O.C. AT BOTTOM 0 48 O.C. AT BOTTOM z
C
06RD OF TRUSS.� 'CHORD OF TRUSS.
<
\FAEN vv/2-1 Od. FASTEN w/2-10d.
11STUD NOT IIRICT]q
13FIOW TRUSS 0 Z
SDWC15600 LU
&tj Reference detail 2a for installation angle limit
V)
SDWC INSTALLATION
Rafter to Top Plate shown
(Truss to Top Plate similar) 0
Uj
co
0 z
NIL STUD NOT DIRECT]
2x4 DIAGONAL BRACE 2x4 DIAGONAL BRACE 11BELOW TRUSS
@ 24" O.C. FROM TOP @ 24" O.C. FROM TOP Do not install SDWC in
\—PLATE hatched area
TRUSS TOP CHORD. TRUSS TOPCHORD. 0 0
PLATE OF WALL TO OF WALL TO
FASTEN EA. END FASTEN EA. END SDWC15600
Cn 171) c) C) l" LID LO LO D
(CO, 0 0 0 0
NAILS F- w 3-10d TOENAILS.
w/3-10d TOE F_ Im Ic) I Cq I [Coo PC? '0 '0 P, C" I V
Nux X X A Overhang 1 1/2' MIN
2" MAX
SDWC INSTALLATION RANGE
TRUSS
PLACEMENT
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES T" minimum edge KT,,,,-Rafter or Truss PLAN
distance for full I
values (with or Splice may be in upper or
STRAP TRUSSES AND ROOF RAFTERS TO BEARING without a plate
lower plate
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 Splice)
SCREW UNLESS OTHERWISE NOTED
DO NOT SCALEGOINIENSIONS FROMS
ir THESE DRAWIN S IF A D MENSION
UNCLEAR REFER TO THE
D
D:
P
R
�A
AV
W
IN
Sj
OR
A' from top plate ARCHITECTURAL OR
THE ED R
A�CONT=LTHE E.O.R.
splice Offset
for full values STUD NOT DIRECTL�
11BFI QW TRUSS j PLAN NAME
ROOF TRUSS PLACEMENT PLAN ANASTASIA 77)
DESIGN/DRAWN/CHECKED
SCALE: N.T.1 CS / BTC/LAP
DATE
NOTE: ISDWC AT TOP PLATE SPLICE 05.01.15
SCALE
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS ANU
UPLIFT CONNECTOR, SEE PLAN. AS NOTED
LPA No.
TOLL-15-00169
CONTROL No.
4968
SH EET
SIA
SHEET 9 OF9