1698 MARITIME OAK DR - NEW HOME STRU DWGS DESIGN SPECIFICATIONS USP CONNECTORS ICALCOUBLE TOP
0.131X3" TOE NAILS TYPICA PI ATF SPLICE WINQOW SILL SCHEDULE
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD EAU= 2X6, 2x8 (5) NAILS 1-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD I __M1NFMUM-END
2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR SYP FAITENERS FL# CODE 0.1310" END NAILS: 200, 202 (7) NAILS FASTEN ALL TOP PLATES NI (16) O.l3lx3" NAILS OPENING OR SILL PLATES I FASTENER EACH END I
1 CAR SPF 9* LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS -VENLY SPACED 4 4'-4" (1)2X4 SPF #2 (4)12d TO� -]
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): +22.9 (2) 0 2x4, 14- LVL� 16- LVL (9) NAILS OF .1310 0 12" O.C, STAGGARD 4 V-4" (2)2x4 SPF #2 (5)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 (3) - -,
ZONE (PSF) �-6- DOOR 450 450 (9)1 Odxl'/2" (4) 0 2x8_
+25.6 -27.7 (8',7') - 0.0 USP RT7 585 495 (5)8d E . END
FLOOR 10 SYP#2 4 8*-4" (3)2X4 SYP #2 (1)A34 + (4)12d TOE NAILS
DESGN LOADS: ACTUAL AND UNIFORM +25.6 -34.2 #2 DB HEADE 12'-0* (3)2x6 SYP 2 (1)A35 + (4)12d TOE NAILS
- 2 CAR USP RTBA 775 650 (5)10dxl /2" EA. END SYP L. R.
ROOF +22.9 -25.0 +22.9 -28.8 +21.8 TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, !6"MAX. TOP PLATE PER PLAN'' 4�-O-'rMIN.
ROOF LOADING (cd=1.25) (cd=1.00) 50 GARAGE USP MTW12 1195 860 (7)10dxl /2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS F J- Lou Pontigo and
TOP CHORD LIVE LOAD 20 pef 40 psf DOOR (12)10dx V," EA. END ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf +21.8 -23.9 +21.8 26.6 1 (1 6'x7') -23.9 USP HTW20 1 1450 1245 SEE 5/SO.O Associates, Inc.
RAISED
PLATES AND SOLE PLATES. L_\
5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d ---A. END
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf 100 USP MSTA24 1640 1455 (9)1 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 REQUIRED IF SHEARWAL HEADER ARCHED TRANSOM OPTION,
BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
DEFLEC71ON CRITERIA: SHALL BE PERMITTED USP LTS20B 1105 1105 '/2"0 RO) TO FTG. 3. USE SYP#2 FOR ALL FASTENED w/ 3-o.131"x3" lax. Beach, Florida 32250
USP JUS28 1305 1,305 (6)1 Od I D HEADER HEADERS # DROPPED EA. END TYPICAL. Ph. 242-0908 Fax, 241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 HEADER /-SHEATHING MAY EXTEND 2- FL:CA#8344 SC: CA#3579
40 PAST BLOCKING- WINDOW
- -------- ATTACHMENTS MUST
USP HTT22 5370 5370 %"0 RC) TO FTG. BALLOON FRAMED FULL YP#2 H DER
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/2 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/."0 RC) TO FTG, 4. ALL WALLS SHALL BE
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP PAU44 2535 %"0 RO) HEIGHT TO ROOF OR FLOOR ARCHED S ANCHOR INTO 2x MATERIAL.
WIND LOADING: wl (12)16d L-- - ----J FASTEN LOWER STUD AN SOM PER PLANS
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A . LINEAR INTERPOLATION IS PERMISSIBLE. 2535 BEARING ELEVATION, U.O.N. Ol� PERMANENT TRUSS OPTION JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF . PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 %"0 ROD w/ (12)16d PLAN. BRACING BY OTHER TO TALLER STUD w/ SEE RIGHT KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 2-ROWS OF 10d COMS
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR THE USP MSTAM24 1545 1455 1 (5)/."x2-`/" TAPCONS INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE SEE PLAN
UVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS 5.) FASTEN BOTTOM PLATE OF 0 12" D.C. WINDOW SILL SEE
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 FOR SILL SIZE AND AT TWO STORY CONDITIONS, VN E
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/10c! MASONRY CUT NAILS 0 TYPICALLY %- FULL PLATE NAILING CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH END
424- 48" D.C. MINIMUM. SEE HEIGHT THREADED -0 1310'A`TOE NAILS. SCHEDULE WITHIN FLOOR SYSTEM AT ALL
IMPORTANCE FACTOR --------------- 1.00 0 UPLIFT FOUNDATION PLAN ADDITIONAL� RODS 0 6'-Oo O,C, (3) 0 2x4, UPPER LEVEL POSTS & JACK 0. 14
MEAN ROOF HEIGHT ---------------- 20.0 FT a CONNECTOR SYP SPF FA� TENERS FL# CODE ANCHORS AT SHEARWALLS STUDS
(4) 0 2x6,
ROOF PITCH ------------------- 7/12 A35 450 4 10446.4 (5) 0 2x8.
50 12-8dx11/2,' SDWC15600 SCREW T OF
BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED SEE 8/SO.O
H2.5T 600 520 5-8d EA. END 11478.3 AT SHEARWALLS AND PT. SPF#2
SEE C & C CHART STUCCO FINIS _\
--------------- C DENOTES EDGE STRIP. INTERIOR 13EARING WALL:- S
EXPOSURE CATEGORY H8 620 530 5-10dx1V2* EA. END 11470.3 SEE PLAN FOR STUD SIZE .........
ENCLOSURE CLASSIFICATION ------------ENCLOSED H OLE PLATE
ABOVE FOR 'a' DIMENSION AND O.C. SPACING. 1 1111 11 1 A rl A A I A 111 .1 � ri
JNTERNAL PRESSURE COEFFICIENT ---------- ± .18 MTS12 1000 860 7-10dX1V," EA. END 10456.3 WALL SHEATHING I it ..............
HTS20 1450 1245 24-10dxl', - EA. END 13B72.3
� \ SEE DETAIL 1/SO.1
COTINUOUS BLQCKING
MATERIAL SPECIFICATIONS to MSTA24 1765 1270 9-10d EA. END 13B72.4 WITHIN FLOOR YsTEM FOR SPLICING N. SEE PLAN I Christopher j Sabourin PE
16d COMMONS OPTIONS
MSTA36 2050 1870 13-10d EP. END 13872.8 WHERE POST IS I ABOVE. 0 8" D.C. 2 FL PE#7146,T,
WALL FRAMING AT WALL FRAMING AT MI
WAX. N1 SO[F PI ATE ANCHOaL
HARDWARE AND ANCHORS: HTT4 3480 3080 18-16d TRUSS/BEAM FLOOR SHEATHING, PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN) t-at- 1-at- 1-%"o R D TO FTC. .1496.2 8d 0 3" PLATE BREAK REVISIONS DATE
SPECIFICATION ULDER IMOA CH SE EITHER THE DROPP
I I 111 0 OR RAISED ED
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d I IRU S/BEAM HEADER NO ONO WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE 8). SCOPE OF SERVICE HTT5 5250 4670 M_L __ 11496.2 F------- HEADER C�NDITION DROPPED HEADER CONDIDON
4 -%"0 ROD FT6.
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. 1
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO - TYPICAL WALL FRAMING
6-10d TO HEADER
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS. LUS28 930 780 10655.113
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-10d TO JOIST
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE I/,- FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR Y2"xV SIMPSON TITEN HD
LARGER THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16d TC HEADER w/3X34.229" WASHER SEE SOLE PLATE ANCHOR
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF HU410 905 785 6-16d TO JOIST 10531.36 L---- SCHEDULE FOR SPACING Q& HO DOWN
(I.I.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL SEE 1/SO.1-/
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/."0 ROD EPDXIED 6" MIN 10549.6 SEE 5/S1 .0
(DUAL CARTRIDGE INSTALLA11ON ONLY): ABU66 2300 5/,"0 ROD,EPDXIED 6" MIN 10849.6 BUTT JOIN
FIELD ALTERATIO7�
STRUCTURAL STEEL SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT. 10-16d TC STUD/BEAM/POST STUCCO FINISH SEE DETAIL l/S0 CONTRACTOR SHALL CONTACT LOU
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND -F. 11 \
EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES, BLOCKING ONLY F 2"
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60, THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING
WELDED WIRE FABRIC (WIMF): SHALL BE ASTM A185. DOCUMENTS. LTT20B 1675 1675 11496.3 TOP PLATE ?EQVIRED-/ /-FOR SPLICING 2 T PONT]Go a ASSOCIATES P.RIOR TO
HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/2"0 ROD TO FTG. ii RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
LAMINATED VENEER LUMBER (L\Q: ALL LAMINATED VENEER LUMBER I OPTIONS U -r- BOUNDARY OF
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 F0_5 1 695 10-10d 13B72.5 THREADED 1 11-0. 6. 1 SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT j SHEATHING FROM THE INTENT OF THE ORIGINAL
CHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 11705 11705 13-8d 1 10852.1 SHEATHING EPDXIED 4"w/ . . . . . . .. . . . .
APR CS1 6 PT. SYP#2 CONSTRUCTION DOCUMENTS.ANY
rO BE WASHER SEE SCHEDULE SILL PLATE MAX N' EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
FOR SPACING 4G BEING APPROVED BY LOU PONTIGO 8
3222 0.2 2 9
0 A CONTINUOUS� EDGE w/ BLOCKII,
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS -INTERIOR BEARING SOLE PLATE BREAK ASSOCIATES MAY RESULT IN
TO UPPER WHERE REQUIRED BY--,,, ADDITIONAL ENGINEERING OR
TOP PLATE WALL, EE SCHEDULE EPDXY ANCHOR TITEN HID GENERAL NOTES.
FOR STUD SIZE ANCHOR OPTION
FLOOR SHEATHING SPECIFICATIONS AND D.C. SPACING. QEILQbL
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WTH 10d COMMON 0 6" D.C. EDGE & FIELD WALL SHEATHING TO . . . .. . . . . .
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
ROOF SHEATHING SPFQFICATIONS, RAISE X" FROM NCHOR EXT. WALL SHEAR ALLS WASHER EMBEDMENT SUPPORTED EDGES,
4" D.C. WITHIN 4'-0" OF ROOF EDGE). 8d @ 3"� SEE DET ULS SEE DETAILS BOTTOM OF SOLE SPACING SPACING SPEC� DEPTH- , DISTANCE
affiEDLE,- MIN. 7&", 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 A EDGE GENERALAOTES
/-ON S1.0 ON S1.0 PLAN AND FASTEN
13X2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0* OF ROOF EDGE). TITEN HD 48:; 24; 3x3xO.229" 4
TILE - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING,' NAILED w/0.1 F r- w/8d 0 3" O.C. -146- EXAMPLE OF UNSUPPORTED
EPDXY 48 24 3x3xO.229" 4" lj"N
�x2� 'RI LS 0 6* O.C. EDGE & V O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- D.C. WITHIN 4'-0' OF ROOF EDGE). 45&OCKED) PANEL EDGE,
METAL - MIIN. 1�2", 32/16. APA RATED PLYWOOD SHEATHING, NAILED W/ 0.11 j
CONTRAC OR TO VERIFY SHEATHING SPECIFICATIONS NTH METAL ROOF MANUFACTUR MAS 48 24" N/A N/A N/k (TYPICAL)
WAI L SHFA NOTES: U
ISE- Yis". 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED W/ 8d 0 6" O.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. NAILING TO INTERMEDI
< Uj
FI FABLE FIN MIN. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJAC�NT TO ATE
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARD[ PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------j L--------J L------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX--" ROOF
STUCCO FINISH.-MIN. 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Bd 0 6" O.C!-EDGE AND 6' O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM Pt ATE TO LIPPER TOP PLATE. (UON)* TRUSSES, OR
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION
MASONRY SPECIFICATIONS; SINGLE STORY MULTY STORY FLOOR JOISTS. Uj C)
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH-AC15301-05. GROUT SHALL BE IN ACCORDANCE WTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF
2000 psi PER ASTM C101% GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8' TO 11-1LUO"MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA�, BE USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"Xr4 PLATE WASHER. A 3"X3"XA," W1 11/11-0 ROUND
STEEL WASHER MAY BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. I
/#7� TYP. WALL SECTIONS /'3-*\ SOLE PLATE ANCHOR DETAIL a SCHEDULE r4-%NROOF AND FLOOR SHEATHING NAILING
CONCRETE mAsoNRL.U�;_ SCALE: 3/4- = 1'-0" LIJ
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUTALL CE.LS CONTAINING VERTICAL \,SO.O/ SCALE: 3/4" V-0-
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY4414" U Uj
WALL HEIGHT EXCEEDS 5'
z
MASONRY STEMWALLS#. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CON ETE MAs6 Y UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONES, STACK BOND SHALL NOT BE
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN EINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHAUL BE REINFORCED FULL HEIGHT
F
WITH - #4 0 4'-0- D.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REIN ORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW
10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16- O.C. VERTICALLY, (EVERY OTHERCOURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS 0 8 D.C.
STAGGERED
1/SI.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON r BEAM. 1� , 0 Z n
2x4 BLOCKING
SDWC1 5600 3 PLY BEAM. 024" D.C. FASTEN
CLAY MMN SEE ROOF x4 MEMBERS:
(1) ROW OF 10d
BRICK SHAU_8k!§jNMI�RORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. EACH END = d
FRAMING MENTATOS r/ Uj
PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" D.C.
,IRVAJION�, DETAILS TO TOP OF TRUSS AS SHOWN. IV' I
CONCRETE SPFr -08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P31 AT 28 DAYS 4 AT 12" D.C. I V)
PROVIDE 2x4 BLOCKING
ALL CONCRETE HAS EIEFN UESICNED IN ACCORDANCE WTH ACI 318 6 MEMBE@�
CONCRETE A AT HORIZONTAL JOINTS. (2) ROW OF 10d
T GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE. 2x
I ROOF SHEATHING, SEE (3) ROWS _k STUD BELOW
GENERAL NOTES, SPECIFICATIONS BELOW. 12d NAILS 0 4" D.C. LOWER TOP 4-10d
4 HEEL 2! 11 01. AT 12" D.C.. UBLE a-
STAGGERED PLATE AT BREAK OVER LAP DO COMMONS <
FOOTING AND FOLINDATIONS, EA. SIDE.
PRE-ENGINEERED WOOD TOP PLATES
A SOILS INVESTIGATION REPORT IS ?ECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. WALL INTERSECTION
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WTH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WTH A SOIL BEARING (DESIGN MAXIMUM) OF 2600 PSF. ORTHOGONAL VIEW CONDITIONS
SUBSURFACE CONDITIONS, IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL� THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- 2x4 OR 2x6 POST 2x8 POST OF CORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH CAP SHOWN 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 (3)ROWS OF 5- (3)ROWS OFt6V 0 z
FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING S12E OR LOCATION IS NOT SIMPSON SlIigjIi�� 1 11 TRUSSLOK VIIIIIIIIIIIIIIIIII
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 INEERED-WOOD ENGINEERED WOOD VIIIIIIIIIIIIIIIIII
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c cc
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #. 0 48" D.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSO CORNER WALL INTERSECTION
SDWC1 5600 CONDITIONS
BAR DIAMETERS DETAILS SHE THING MAY SEE ROOF CONDITIONS
TE N
SIMPSON OR INATE AT SIMPSO 3-PLY 4-PLY
CONCRETE SLABS ON GRADE, To OF DBL. SDWC15600 FRAMING NOTES,
EAN SDWC1 5600 PLAN FOR
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 PRE NTION OF SUBTERRANI SEE NOTE 1 TOP PLATE. SEE NOTE 1 DETAILS 14" LVIL AND GREATER 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 0 0
TERMITES. SAWCUTS* OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATI 1E METHODS. 2. DENOTES 3"xO.131' GUN NAILS 0 6" D.C. VERTICAL
TYPI ECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
NOTES, 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
WOOD FRAMING qPFrIFICATIONS, :NDS) FOR WOOD CONST*CTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT NTH MASONRY, CONCRETE OR 5" < HEEL < 1'-0" HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS ( JACK-M-KING ASSEMBLIES, CORNER POST, ETC.,
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 NOTES: OPTIONS ARE SHOWN
STAINLESS STEEL 1. TOP PLATE TO STUD SIWC ONLY REQUIRED MEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITITED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
I IN ADDITION TO (2) PLYS
PRE-ENGINEERED WOOD-TRUSSES,- AT TOP PLATE To STUD., SPACE 0 48" D.C. FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TBI, AND AJTC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INS LLED AT ALL TRUSSES.AS ROOF TRUSS CONNECTION /7� INTERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBOTY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRAING PER 'COMMENTARY BUILT-UP MEMBER FASTENING
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLOSTRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. MP PLATE FROM EA. OTHER. \zzy
KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICATIONS- SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING, SDWC SCREW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT $HINGS SHALL COMPLY NTH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUfACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT NOT REQUIRED TOP PLATE TO HEADER FASTENING,
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. AND THE MANUFACTUREWS 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 REQUIRM CRTERA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INS�LLATIOIN OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE, THAN 4'-6" FOR GABLE ENDS.
i SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND
WATERPROOFING, NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGNANSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR CABLE ENDS.
THAN 4'-6" L
PLAN LEGEND AND A13BREVIATIONS KING & JACK PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LNTEL SCHD STUDS SEE PLAN KING & JACK SDWC SCREW 0-
24" D.C.
MEMBERS (;UNNLL;I IUN FASTENER LINTEL DIMENSION MIN. ORG. MAX. SPAN INTERIOR LOAD BEARING WALL STUDS SEE PLAN
TYPE m BUILT-UP POST IN THE WALL 2 12d TOE HEAD Q& DO NOT SCALE DIMENSIO
MP PLATE TO MP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. 6. NAILS E.E. PLATES NS FROM,,
-01. 1 THESE DRAWINGS.IF A DIN
LV/2 x3/2 x/4 4� GABLE X-BRACE, SEE DETAIL 101SO.1 I-XI-6 WALL UNCLEAR REFER TO TH
OE
11 L (MIN) SCHEDULE HIEP LEE NSION
(2-16d) 3-GUN NAILS - AD M L ARCHITECTURAL DRAWINHES JOR
TION FACE NAIL HEADER SIZE, JACK AND KING STUD ILATES S
TOP PLATE, LAPS/INTERSEc L4x3/2"X/. 6P 8'-0" DESIGNATES SHEARWALL THE HB-1/2 QUANTITY. Rntir.,H npN'G SEE ARCH SCHEJE TRUSS TO Pt CONTACT THE EDP-
DBL MP PLATE M STUD FACE NAIL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF HEAD Q& SILL KING STUD M FRAMING BELOW. ATE:
1_5xV/�"x'/. 6' 10,-0" ---------= I 'Gj SEE ARCH E�
RIM JOIST M MP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- 6. Sw WALL THE SHEARWALL SHEATHING PI ATER CS18 STRA. ROUGH OPN SONIC S( PLAN NAME
12'-0 NAIUNG:
ATTACHMENT CAN BE INTERIOR OR CATALINA
T M MP PLATE TOE NAIL (3-8d) 5-GUN NAILS L7x3/2"XV4 16'-0 Sd@3-/6- D.C. EDGE & 6" D.C. 'IN THE CONNECMN, IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL
XV4 TO BE APPLIED. Ed 0 3/6 SCHEDULE NAILS EACH END. STRAP
CEILING JOIS 1_6x3l/2" DESIGNATES 8d COMMONS 0 3" KING STUD M BOTTOM PLATE r
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIEUD* SDWC15600 SCREW. OMIT IF bII<AP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOW DOWN IS FOLLOWING: GABLE ENDS OR
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS BRICK T_A_ PLATE TO 11 7R
UNTEL MUST HAVE CORROSION EADE.: CS / BMB/LAP
ADJ - ADJACENT LG Long SPECIFIED. NOT REQUIRED A JACK TRUSSES LESS SDWC SCREW
RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STORY DATE
JOIST/TRLISS M PLATE ME NAIL (2-16d) PAINT. 24" D.C.
WEATHER BOT - BOTTOM MONO -- Monolithic WALLS THAN S-6" 2X4 WALL
3-GUN NAILS BM BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRIG BEARING OC On Center HEADER FASTENING SEC-00N 6.11.15
2. LINTEL MORE THAN 8'-0". SHOULD CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
JACK RAFTER M HIP ME NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO DBL DOUBLE PERP - Perpendicular
ROOF RAFTER M 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-1/,0" WD. DIA DIAMETER PRE ENG - Pre Engineered KING STUD M FRAMING BELOW: AS NOTED
CONT. HEADER, TWO PIECES 16dO 16* D.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. EE EACH END PSI pounds per Square Inch CS18 STRAP W/6-10DXIV' LPA No.
- SCREWS INTO HEADER PROVIDE A '/2' LINTEL EA EACH PSF Pounds per Square Foot
FACE NAIL --ATTACHMENT NAILS EACH END. STRAP ATTACHMENT CAN BE
CONT. HEADER M SIUD ME NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR, - ENGINEER OF RECORD PT FRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. MLL-15-00268
ED - EQUAL QT Oulck Tie LSOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
ME NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: SOLE PLATE CONNECTOR PER SCHEDULE STRAPPING NOT REQUIRED L
STUD TO SOLE PLATE HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF -- Reinforce LOCATED WITHIN 6" OF/ AT LOWER LEVEL FEADERS-/ w/8-10d COMMONS GABLE ENDS OR
SOLE PLATE M JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL DO- TIES 0 12" D.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING cobE SF - Square Foot STUD PACK. OMIT IF SHEARWALL � UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS 6010
WIND-ZONE VERT. TIES 0 16- D.C.). SEE PLAN BRICK UNTEL, FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY MULTI STORY THAN 8' OR OPENINGS LESS SHEET
SDWC SCR
a 4-01- Sl
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NAIL SPECIFICATIONS FT - FOOT SYP - Southern Yellow Pine (STACKED WINDOWS) THAN S-6"
AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FIG - FOOTING THRU Through (UINSTACKED WINDOWS)
3%0.131"o = GUN NAILS 2"xO.113"O RINK SHANK 12" OF OPENINGS. PROVIDE3/,."O WEEP HER - HEADER TYP Typical TYPICAL HEADER STRAPPING
2"xo.113"0 = 8d 2/2"xO.131"0 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SEC11ON MEW HORIZ - HORIZONTAL LION Unless Otherwise Noted S0,0
FLASHING. OF BRICK LINTEL LBS -, POUNDS VERT Vertical
3"xO.148"0 = 10d 31/2oxO.162"O 16d
11/2"xO.148"O = 10dxl'/2" 11/,"xO.131"0 8dx11/2' WWF Welded Wire Fabric
_SHEET 1�OF 9
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN To TOP
2x6 SYP#2 NAILER PLATE w/ 10d 0 4" D.C.
FASTENED TO TOP- WALL SHEATHING
PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS
2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16
T-NAILS AT EA. FRAMING INTERSECTION.
I (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED DBL. TOP MAX4 NOTCH HEADER
AT SHEARWALLS AND L PLATE T BELOW TOP PLATE Lou Pontigo and
STUCCO FINISH 5-8d COM PDRCH SHEATHING, HEADER Associates, Inc.
_+ BLLOW
SEE SPECIFICATIONS PORCH
EACH SIDE Eba 8-GUN NAILS- HEADER,
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 1 SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
0 a" D.C. SHEATHING SPUCE 0 8" O.C. 24" D.C. BETWEEN OUTER WALL- HEADER & ORT FULL HEIGHT jax. Beach, Florida 32250
TO WALL PORCH POST, U FP DETAIL B
PORCH PARA S
& FIRST INTERIOR TRUSS. NAIL I PER PLAN. I \_(2)MSTA24 ANCHOR OR DTT2Z Ph. 242-0908 Fax. 241-9557
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END wl 3-0.13lx3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AH- MIN. (2)2x4 WOOD
BOARD (TYP) BOARD (TYP) 30 O.C. (TYP) M WALL BASE OFPOST BELOW. & (1) ADJ. FL:CA#8344 SO CA#3579
EACH SIDE FLOOR OPTION A TOPORCH HEADER. WALL
FLOOR FLOOR OF SPLICE TRUSS- I SHEATHING
TRUSSES TRUSSES 24" 16 GLACE POST BASE: L FRAMING
OR JOIST. 2x4 S 2 STRAP w/11- P03T 24" 16 GUAGE 4x4 POST:ABU44-\ STUD WAL
SHEATHING SPLICE P# BELOW 6�6 POST.AlIU66 /-w/ 2x SOLID BLOCKING
yp
L
OR JOIST. DIAGONAL 10dxl,�" EA. END STRAP w/11- AT SHEATHING EDGE
b LSTA12 FOLDED OVER TOP
FASTEN A. 1Odx1V EA. END SLAB DOUBLE TOP PLATE PLATE w/5-10d NAILS Bd COMMON WIRE NAILS 0
END W/ CONTINUOUS OVER TO BLOCKING 0 3" D.C. .........
PORCH.
34" OSB or PLYWOOD 3-10d COMMONS 6. HEADER INTO TOP PLATE & 5-10d
RIM BOARD Y40 PORCH HEADER, �:- NAILS INTO BEAM. SPACE 0 E
SHORTER THAN SEE PLAN ITS16 MAXa 1, 0 48" O.C. OMIT IF WALL
FLOOR SYSTEM. ALIGN CEILING STRAPS 4 SHEATHING IS INSTALLED
WALL FRAMING-/ z WALL FRAMING WALL FRAMING 'IN ROOF TRUSS 4 0.
VERTICAL JOINTS WITH LINE STRAPS EPDXIED 6" MIN ON FACE OF BEAM ST
OR JOI
SHEATHING SPLICE WALL SHEATHING INSTALL FLOOR TO FOR PERPENDICULAR
JOINTS FLOOR STRAPPING PER PLAN VIEW OF PLAN MEW OF ELEVATION MEW OF L TRUSS CONNECTION S
BLOCKING ONLY REQUIRED_,/� 5-8d COM OPTION 1 OR 2 PORCH HEAQF PORCH HEADER PORCH HEADER 8-GLIN SEE DETAIL B ABOVE A� .0
P ST NAILS CONTINUOUS 2x6 SYP#2
AT SHEARWALLS AND EACH SIDE AT CORNER AT POST AT POST LEDGER FASTEN WITH %
STUCCO FINISH OPTION I OF SPLICE OPTION 2 FULL HEIGHT
ANCHOR OR DTT2Z 5-0.131x3" EA. STUD.
'0/ANVA L
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHING SPECIFICATIONS, HOLD DOWN AT MIN. (2)2x4 WOOD 12
1/2" GYPSUM (WATt I R PROOF) GREEN BOARD, W/ 5d COOLER NAJLS 0 6- O.C. EDGE & FIELD BASE OF POST OPTION R BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR TOPORCH HEADER. DETAIL A , Christopher J Sabourin P E
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) OS8 OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
'7rIPS3
AID13
(TY"
0
4
A
WALL FRAMING A FRA ING
W LL M
I�HEAI INSTALL FLOOR To
8 GUN
�AILS DES 2x6 S
Z12
FIL PE#71461
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
TYPIC AL PORCH FRAMING DETAILS TYPICAL PORCH BEAM CONNECTION 'VME�N4 WALL ADJ. TO ROOF CONNECTION
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 07EO SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF
AN WALL SHEATHING AND STUD FRAMING. Ri7ISIONS DATi
SEE DETAIL 5/SO.1 FOR
-DIAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUD IN,
ROOF TRUSS. DIRECTLY BENEATH TRUS
1/0�FIELD ALTERATION
2x4 SYP#2 CATS 1 12 FLOOR OR TRUSS FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF ---------11 ----------11 CONTRACTOR SHALL CONTACT LOU
To SYP#2 2x4 NAILER FASTENED TO TRUS� TRUSS. 4- --------44 ----------44 2-SIMPSON H2.5T. PONTIGo a ASSOCIATES PRIOR TO
ROOF BOT. CHORD w/ 0.1310" 0 3" O�C. I 3A I I
1 10-,
D.C. FASTENED T,'T P ROOF TRUSS. SDWC 15600 ///-Of I I I fe�
PLATE w/ 4-O.'D 11 4 0 32" O.C. 1 0 F 1 MODIFICATIONS WHICH MAY VARY
TE w/ 10d 0 3" D.C. SCREWS FROM THE INTENT OF THE ORIGINAL
COMMON. TOP PEA SHEARWALL CONSTPUCTION DOCUMENTS.ANY
13 x3 MAX. SHEATHING FASTENED TO
FIELD ALTERNATIONS MADE PRIOR To
16" MAX. OSB WALL (R� BEING APPROVED BY LOU PONFICIO a
FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH SHEATHING vo ASSOCIATES MAY RESULT IN
TO TOP PLATE AND TRUSS JI I
�4� 4! (DJ ADDITIONAL ENGINEERING OR
3-0.1310" COMMON TOE NAILS w/ 0.13lx3" 0 3" O.C. EDGE OF ;�j
2x MAY OVERHANG TOP PLATE. SHEARWALL C
SHEARWALL OR SHEARWALL 8d03"/6" SW 8d@3"/6"
EXTERIOR WALL 4-
EMEORS.TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO] TRUSRS0UGHL,FTPETN1.NLG� SEE I USROUGH PENNLG SEE
S UPL T T
ALTERNATE-A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 AT LEET STRAP KING POST TO TR IFO AB A!TjLEFT
S
S
SYP'2 2"
BOT CHOR
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A
TTI
LL
SHEARJWA
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STRAPS WHEN FULL HEIGHT MTH 2-CS161
(6)- UPPER TO LOVIER STUDS (A) UPPER TO LOM STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
7/, M FASTEN ROOF_"� FLOOR D 10d 04"O.C. SW Bdg 6: (2) CS18 STRAPS SW 8d03/5: (2) CS18 STRAPS ANCHORS ARE NOT USED 7
FLOOR
TRUSS. 2x4 SPF#2 C TRUSS.
T-01NAILER (1) ROW 8d (t- END STUDS 70 FOUNDATION END STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION
LEDGER F D 1/6: HTT5 OR HDU5 7;'8dO3/6: HTT5 OR HDU5
a 3" D.C. FASTEN TO Top TRUSS WETNUOU'S '5W 8dO3 U
PLATE w/ (2) ROWS
S TENE SOLE PLATE MCHORS SOLE PLATE ANCHORS CONNECTION CONNECTION
�S T TEE SCHEDULE ON DETAIL 3/SOEO CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR
OF Bd 0 3" O.C. BLO KIN w/3-01.13��blc3il SHEARWALL NOTE& TEE SCHEDULE ON DETAIL 3/SO.O Ln
PA NEL COMMON.
2x4 SPF FLOOR 1. ANY ALTERNATE MAY A H2.5T 0 32* D.C. TOP & BOT A LSIS 0 32" D.C.
ALL AROUND FRAMING BE USED. SHEARWALL NOTES
SYP#2 2x4 NAILER FASTENED 1. PROVIDE 3(s" OSB SHEA ING NTH Bd COMMONS 0 3" D.C. AT PANEL BOUNDARIES AND 6* IN THE FIELD. B SEE PLAN B SEE PLAN
wl,
TO TRUSS BOT. CHORD FASTEN CATS EACH END w/ F2x4 SYP#2 CATS AT 12" 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT LL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
(2) ROWS 0.131x3" 0 3" O�C- INTERIOR 3-0.1310" NAILS 0 6" O.C. D.C. FASTENED TO TOP AT EXTERIOR WALLS
)C
P A
V T CON
Sw-2 SHEARWALL. PLATE wl 4-0.131x3" ENDING BETWEEN ROOF 2. PROVIDE A MINIMUM OF�_�PTUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN
COMMON. TRUSSES. END POSTS FOR SW. DR HTT4 HOLD DOWN AT BASE (U.QN)__ OR HTT4 HOLD DO AT BASE (U.O.N)
SHEARWAL�L 07R
5-16d NAILS EXTERIOR WALL TO-ROOF OR FLOOR TRUSSES PER 5/SO.1
(TYPICAL) 3* USE ALTERNATE 3. FASTEN ALL INTERIOR SW Uj
ALTERNATE Q ALTERNATE E E & F FOR FLOOR
ALTERNATE F TRUSS ATTACHMENT 4. INSTALL INTERIOR FOOTI G_ BELOW SHEARWALL PER DETAILS ON S1.O U Uj
z
SHEARWALL ATTACHMENT AT ROOF Et FLOOR /�r,� TYPICAL S EARWALL ELEVATION HEADER TIE DOWN <
PROVID SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY,�.PPUES WHEN- NOTED ON PLAN
\L0.1/
Z n
ry Uj
8d COMMON NAILS L 4-12d TICE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE
3" O.C.(TYP) ROOF NAILS (TNP.) 2x4 SYP#2 OUTILOOKERS OtAUNG NOWS AND SPECIFICATIONS
A 2x4 BLOCKING. FASTEN TRUSS 0 24" D.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
FOR T-BRACE SHALL BE 1x4 SYP#3
WALL DS WALL STUDS EACH END w/3-10d-/ H3 QR H2.5T HURRICANE CUP 0 EA. OR BETTER OR 2x4SPF#2 OR BETTER.
�TU 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 (1)DIAGONAL BRACE PER
w/ 4-12d NAILS AT EACH RAFTER. 6-10d 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING COMMONS (4) TRUSSES THE WEB OF THE BRACED TRUSS, PER
TO BACKSIDE OF WEB. LU
DELEGATED TRUSS ENGINEER.
OVERFRAME RAFTERS, SEE PLAN.
2X6 3.)PERMANENT PERMANENT BRACING 0
ROOF TRUSSI ROOF TRUSS-J ANGLE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP
TTACHj. SIMPSON H3 w/ 10-8d COMMON BRACE FRONT,SIDE OF WEBS.�\ DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER A -4-- DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER
IN
G
TYP'
2xl 2 OR
FASTEN To
2'
R
w/ 4_1 2d N
2
A
x
0
24d
T
S 2,4
(T�P 7H3 IE
IMP' _M _IE T�_\
SN AILE THESE STRAPS PROVIDE Ix4 SYP#3 OR BETTER
AND
TO EACH STUD, PER ATTACH TO EACH STUD, S AND LEDGER TO ROOF MEMBER. WALL SHEATHING UP 'xA I T-BRACE FASTENED TO BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY /-GABLE END TRUSS. WEB w/ 12d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE
CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE
At T. TO BOTH H3 ABOVE 4MONS TRUS WITH 2-8d COMMON NAILS. AT
LESS THAN 4'-0" FASTEN w/10d COt SAME IZE, SPECIES,
PRQDIDE MTS12 QR CS16 DIRECTLY 2X4 #2 SYP BLOCK 0 EACH S WEB CABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBE 0 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE A AT END WALLS PROVIDE DIAGONALS
R. BETWE TO BE BRACED.
EN OVERFRAMING RAFTER TRUSS SHOP DRAWING FOR QTY. AND 0 0
REAC11ON LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER, END W/ 3-10d TOENAILS (APPROXIMATELY 457) TO THE
0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-/,"Ox6" SIDS SCREWS 11 1 LOCATION. LE MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-'/,"Ox6" SOS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH UNE OF BRACING U
1251-1540 2x1O w/ 10-0.13lx3" /-PLT W/ 2-112.517 AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 2xI2 w/ 12-0.1310" CONSTRUCTED OF THE SAME BRACING
jPR VIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
LEDGER A NOTES: WHERE A LEDGER IS INDICATED To 0 1 OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO
TIE N 0.1310" TOE NAILS @ 8"O.C. i ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS I tiol IUM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT rTO DBL. TOP PLATE DIAGONALS IN THE END SPACE
ROOF DECK. USE A 24 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACF_ EA. 8-10d j LSTA12 0 48- D.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM COMMONS MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL
SDWC15600 0 36" D.C. OMIT IF
LEDGER CONNECTION OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS CABLE 12' MIN PERMANENT TRUSS BRACING 11 A
TRUSS TO LEDGER CONNECTION BY TRUSS v��SOA� USE THIS DETAIL TO FASTE OVERFRAMED ROOFS, VALLEYS, ETC. SCALE: 3/4" 1'-0" FRAMING
�SOA ENGINEER. NOT SHOWN FOR CLARITY NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 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
0" ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS
TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS
FULL HEIGHT MIN 2 PLY /_36. LONG TUD 36' LONG STUD OR BEAM
WASHER- ELML 511INT11 I (1)MSTA24 STRAPS /Si
ANCHORING SPEQE&AnQba TE STUD FASTEN w 12- FASTEN w/12-
L_ (2)MSTA24 STRAPS 1 0.1310" GUN 0.1310" GUN NAILS
Uc� 7
FO D OVER TOP PEA
12
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR (2)MTS
HDI.15. FASTEN (2)MTS12
SOLE DOUBLE FULL HT. NAILS
SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d 0.
RODS, ORIENTED VERTICALLY I I I
PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE j N, SIMPSON DTT2Z
UPLIFT FULL HT. TOP PLATE. ANCHOR AND ATTACHED TO THE 26-10d COMONS
DOUBLE TOP CONNEC101, LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
SEE PLAN TOP PLATE, PROVIDE A 2"X 2N W STEEL WASHER. /_W/8- )VX1y2"
PLATE 1,1-;- *.*. SOS SCREWS
---WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 1 1 0. �_SIMPSON FULL HEIGHT
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD
\-(2)H2.5T (2)H2.5T
ROD INSTALL6TION, AT ALL PLATE PENETRATIONS, ROD STUD THREADED ROD WITHIN 6" OF MINIMUM
THI
FULL HEIGHT --I--- MINIMUM EPDXIED 4" MIN OR GIRDER (SEE PLAN) PLAN NAME
-----THREADED ROD L PROVIDE A HOLE IN THE PLATE 9* LARGER THAN THE TURN TITEN HD 2 PLY-\ AT 2ND STORY READIED 2 PLY-\
j C ELEVATION STUD
SEE PLAN DIAMETER OF THE THREADED ROD USED. WHILE STUD 1)2x6* TITEN HD r CATALINA
SINGLE CONTINUOUS RODS ARE PREFERRED. COUPLER� COUPLER TIGHT STUDS PROVIDE -ROD EPDXIED
@1 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5" MIN MIN OR
V THREADED ROD
STEEL COUF LER EPDXIED 4 DESIGN/DRAWN/CHECKED
WHERE ONE CON71NUOUS ROD IS UNFEASIBLE. THE
SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR)
(OPTIONAL, LOCA E- FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUD Xx6- TITEN HD CS BMB/LAP
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC (%"x6441") MINIMUM
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLO DATE
THE NUT ASOME THE UPPERMOST PLATE SHALL BE /-STUD ROD = DTT2Z 6.11.15
SIMPSON DTT2Z ROD = HT75
SECLIRED OVER THE WASHER TO A WJC-71GHT
R FULL HEIGHT ANCHOR INSTALLATION CHART -w/3- X"AV ILT-UP POST,- - BUILT-UP POST,- SCALE
HTT5
DONDITION PLUS ONE-HALF AM OF A STANDARD SOS SCREWS BU
FRAMING A @ (9) T) WROM (APPROMATELY 30 FT.-M OF TOROJE). SEE PLAN. SEE PLAN. AS NOTED
THREADED INE TO SHREWAGE AND COMPRESSION OF BUILDING
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE OON71RACTDRS SHALL RE-TIGHTEN NUT M 30
UPLIFT
NNE
CO
PI
"'eSEE
PLY
STUD.,
kF HE 'UM
L
C
JVAII TUD)
UL t
HREADI
SEE PEA
S"I
FLOOF SE
FRAMI
LFOUNDATION HOL HOLE SPEC. DEPTH DISTANCE FT.-UIL OF TOME AFTER ALL TRADES ARE EPA No.
THREADED ROD- - '/�*o 14"o 2x2x/,' AND
SEE PLAN " PER PLAN. 3/8 F - 2" 3* PRIOR TO INSULATIOIL TOLL-15-00268
EMBED ENT 1 2)r 3-
5/8 34"o 3x3x/4" 7.5- FOXY ANCHORING: ALL THREADED RODS SHALL BE LTT208 CONTROL No.
�N DEPTH�b 4"0 DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALT RNATE FOR ALTERNATE FOR OPTION 1 OPTION 2
C MONO STEM MONO STEM HAR FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ROD 5/8" FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL 6010
FULL HEIGH HOR CEQUITREMEN ITS SHEET
WALL SECTION THREADED ROD INSTALL, FULL HEIGHT ROD ALTERNATE
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPING
SOJ
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I \Z�j/ ALTERNATE kSO.1j IIZ2��SO.l THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
SHEET 2 OF 9
OVERLAP SIDEWAIL OVERLAP SIDEWALL
TOP PLATE TOP PLATE
OVERLAP SIDEWALL ALWAYSPLACE
TOP PLATE ALWAYS PLACE . . . . . . . . . . FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP
HEADER AT
HEADER AT PLATE TO HEADER WITH LSTA12 0 32" O.C. PER PLAN
TOP OF ROUGH TOP OF ROUGH IN LIEU OF THE H2.5A STRAPS ROOF
OPENING OPENING FRAMING
GARAGE %"0 THREADED ROD
HEADER . . . w/3x3x/4" PLATE . . .. . . . .
. . . . . . . . . . . . .
T.R. . . . . . . . FULL HEIGHT SECOND STORY
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . THREADED ROD--1,,j TOP PLATE ELEV.
PACK WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . .
HEADER AT (ONE IN SIDE-N, 2
RING SHANK NAILS 0 12" D.C. X
TOP OF ROUGH . . . WALL) 4MA Lou Pontigo and
ssOCIa es, nc.
IV1111111A XTEND HEADER TO
LXI�&Oga STRAPS OPENING
/TE
0 JACK ATTACH GARAGE DOOR THRU j
TEXTEND HEADER TO FAR SIDE OF WALL
(2)2x6 KING STUDS HTT5 W/ UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL AS SHOWN. I PI ATE 7 420 Osceola Avenue
STUD PACK, PER GARAGE DOOR (2)2x6 2 x6 SPI AS SHOWN. 0 H2.5AO 32" ON-CENTER
THREADED ROD (2 El OR SDWC15600 SIMPSON H3\ jax. Beach, Florida 32250
(2)2x6 JACK STUDS % EPDXIED 12"-\ SUPPLIER JACKS 6 6 6 4'-O"x4'-O" PIECE OF WALL Ph.242-0908 Fax. 241-9557
AND (1) TOP & BOT. OF
HTT5 w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER MSTA24 STRAP EACH 0 32" D.C.
KING.\ 4'-O"x4'-O' PIECE OF WALL SHEATING INSTALL AT UPPER EADER TO JACK STUD CRIPPLE STUD FL:CA#8344 SC:CA#3579
(2)2x STUD CORNERN,,, THREADED ROD 0 CORNER 1" BELOW GARAGE HEADER DEFAIL A %" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A SIDE OF HEADER
ON EXTERIOR STUD (TRIMED AS AND (1) z Z-//� SHOWN)
> EPDXIED 12" 5 a SHOWN) EPDXIED 12" KING.\
P.T. SOLE PLATE,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS
GARAGE HTT5 wl FASTEN SHEATING TO HEADER w/ 8d COMMON Qff GALV. BOX NAILS 'W ;)v 'j
ATE HTT5 w/ \ IN 3" GRID PATTERN AS SHOWN AND 3* O.0 IN ALL FRAMING ...........
SOLE P IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. STUD TO -"V0\GE -
FLOOR ANCHOR THREADED ROD THREADED ROD sv v
EPDXIED 12" (S DS, BLOCKING & SILLS) Typ. MSTA24 OR CS20 STRAP
EPDXIED 12" 0 32" ON-CENTER cli
SOLE PLATE__/ - I.,e. 1 1. 4k 0.
I - -'LL----�Al DOI)BLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
ANCHOR THICKENED SLAB EDGE GARAGE WING WALL SECTION DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS 61
AT GARAGE OPENING. 2 MSTA24 OR CS16 KING STUD TO LOWER
4 PER P1 Nis
7 H 1
%
6- Er
STRAP EACH END 'RAMING 2 MSTA24 OR�
6x6 POST WITH ABU66
%"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN OF WALL SEGMENT CS2 STRAPS F
wl 5/," THREADED ROD
NOTES:
STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER.
EPDXIED 12" MIN. L
i -�'Nip
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 0. .......
2ND FLOOR ELEV. ZONAL
Christopher ) Saboyrin PE
GARAGE WING WALL ELEVATION
WOOD BEAM] FL PE#714�4
REVISIONS
MEN GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL VIMEN 3 GARAGE WING WALL FRAMING LESS THAN 1211 NjEN 4 CONVENTIONAL STRAPPING DETAIL DATE
SO.2 t3k-SO.2 THIS DETAIL ONLY APDLIES WHEN NOTED ON PLAN rs�SO.2� THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
IN
10��RELD A�LTERATIOIN
CONTRACTOR SHAUL CONTACT LOU
PONTIGO E ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
ROOF SHEATHING PER CONSTRUCTION DOCUMENTS,ANY
FIELD ALTERNATIONS MAIDE PRIOR TO
1-MTS12 STRAP CONSTRUCTION SPEC*s BEING APPROVED By LOU PONTIGO a
0 EACH RAFTER ASSOCIATES MAY RESULT IN
10d COMMONS ADDITIONAL ENGINEERING OR
2x6 SYP#2 LEDGER ROOF SHEATHING PER @ 6"o.c 1/2"xlO" S.S LAG BOLT
w/3-#Bx3)k" WOOD CONSTRUCTION SPEC I S
SCREWS 0 16-O.0 2x6 SPF#2 RAFTERS
2x6 SPF#2 RAFTERS 0 24"o.c
ALIGNED w/ STUDS
STUD TO TOP PLATE: 2x6 SYP#2 LEDGER H2.5T
SOWC15600 SCREW w/2-1/4"x6" SOS
0 32" D.C. SCREWS 0 16*0.c� z
2x4 SYP#2 LEDGER LD
w/2-#8x3X2" WOOO--� 5-10d NAILS WOOD BEAM PER PLAN
SCREWS 0 16"O.0
6x6 POST SEE PLAN-1-1� (2)H2.5T
E H RAFTER ROOF
CONS
5_1
x S J Uj
1-H2.5T 0 2x4 SPF#2 JOISTS 4x4 HORIZONTAL LEG
EACH JOIST ALIGNED w/ RAFTERS 3-1 Od TOENAILS Vx8" LAG SCREW Uj
STUD TO ROT PLATE EACH SIDE '
N BOT PLATE TO TRUSS SDWC15600 SCREW. IL RECESSED
N\ IT �TU L co
_ARCHITECTURAL Wx4h" LAG SCREW-N, 0 32" D.C. 4x4 DIAGONAL j
NTH ROUND WASHER
BRACKET AT EACH FLOOR TRUSS
WALL FRAMING %"x8" LAG SCREW
SEE PLAN RECESSED U.1
4x4 VER1CAL z
ALL EXPOSED METAL ALL EXPOSED METAL
CONNECTORS AND CONNECTORS AND
FASTENERS SHALL FASTENERS SHALL 0
BE STAINLESS STEEL
BE STAINLESS STEEL n/
WALL STRAPPING DETAIL SHED ROOF BRACKET DETA
SHED ROOF BRACKET DETAIL /-6 IL Uj
THIS DETAIL ONLY APPLIES WHEN NOTED ON FLAN SCALE: 3/4" l'-O"
Ln
Uj
0 z
0 0
j U
MISIC
FRAMING
D LE TIATAILS
L00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL SOR
'CONTACT TDHERAE70 TZ
IIAN NAME—-)
CATALINA
DESIGN/DRAWN/CHECKED
CS / BMB/LAP
DATE
6.11.15
SCALE
AS NOTED
LPA No.
MLL-15-00268
CONTROL No.
6010
SH EET
S02
SHEET 3 OF 9
�SYMBOLS LEGEND___�
DESIGNATES FOOTING LINE EM
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
F L:CA#8344 SO CA#3579
12x12 MASONRY PIER BELOW CONNECT MONO TC
ARCHITECTURAL COLUMN ABOVE.
STEMWALL w/2-#5X30CGg) F__1
TOP OF PIER IS 6" ABOVE PAVERS DOWELS EPDXIED 4" 1
06
........... .
REINFORCE w/2-#51 VERTICALS: \,\ E **
(4 PLACES) PAD FOOTING, (p /Vl�
- — — — — — — — — — — — — — — — — — — — — F2.0 F2.0 SEE DETAIL 9/S1.01
— — — — — — — — CONNECT MONO TO -C(TYPICAL) 0 1461
FFFF N�71 F
- --------- ------- STEMWALL w/2-#5x3O '
— — — — — — — — — — — — — -- — — — — — 10 STATIE OF 1
- - — — — — — DOWELS EPDXIED 4" MIN. LLLI�_ 411
F 40
.*��!Z'
R 10
Sim
F_
S1.01 S1,01 Chri'stopher I Sabou
rin PE
4" CONCRETE I SLAB W/ 2.0 L — — — — — — — — — — — — — — — — — — — FL PE#714�
gm :
FIBERMESH & 1.5 LBS/CU YD
Sim OF CONCRETE OR 6x6 Wl:4xW 4 - — — — — — — — — — — — - OISIONS DATE
WWF ON SMIL VAPOR BARRIER 1,3'-1 4'-8" 1 5'-6" �'�CONNECT MONO TO
IN PREPARED GRADE. �p I PAVERS STEMWALL w/2-#5x3O"
I I I BY OTHERS DOWELS EPDXIED 4" MIN.
^8 to
I PROVIDE 2-#4x4'-O'
—^00 -CORNER CRACK BAR'S
PROVIDE SAW CUTS PER AT SLAB MID-DEPTH.
RATION
2/S1.0, BUILDER TO 0 L 4> S1.01 FIELD ALT�E
N T
COORDINATE WITH FINISH PONTIGO a ASSOCIATES PPJOR TO
CONTRACTOR SHALL CONTAC LOU
PAVERS FLOOR MATERIAL. MAKING ANY STIZUCTUPAL FIELD
BY OTHER S 1 713 Nksi-617 MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
F_ S1.01 CONSTRUCTION DOCUMENTS.ANY
I FIELD ALTERNATIONS MADE PRIOR TO
91 1 BEING APPROVED BY LOU PONTIGO a
_011 ASSOCIATES MAY RESULT IN
LC) 8'-3" 4'-0" !2"t8" ADD
L- — — — — — — — — —
5
.5
— — — — — — — — — — — — —
— — — — — — — — — —
L0
F2 ()\\I\l
04 =1_7 -1- 1 _J I F I I
V)
---------- Lij
— — — — — — — r LIJ C)
F F_
STAIRS
111 3'- W 10'-3" 1 -
^8 '-2" BY BUILDER.
r-----I ...
Uj
LLJ
7� U
c\I
j I SAWCUT
_0"
0
p4N�'_10�
14E
7;1: T� _
7 5 3
T 0"
D 4' MI N-
#4X4'_0
'ACK BARS
I D DEPTH.)l
5
r
__j L _j �j
�9 E�, 2- 4x4'
r
Cpfm C t"_1 0 B
A t S31'' 1 k4D- DEPTH.
I L U I i F
ce LU
5 1111
S1.0 /I-
I <
r�I Ln D
F2. //,N
C)
H
17, 4'-6" L--------- Z
7 t r3
\ksi.o,7
7m� I '.V
SAWCUT tr:I I
__j
\�'s�-01 0
/�7B\o
5
r1013_� U
SLO
- - - - - - - - - - - - --
L----------
— — — 1 3
- - - - - - - - - -- PT, - - - - - -- - - -
S1.01
L - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - --- - - - - - - -- - - - - - - - - - - - - - - - - - - -
C FOUNDATION
ONNECT MONO TO 3
S TFMWALL w/2-#5x3O" S1.01 PLAN
DOWELS EPDXIED 4" MIN. e.
REINFORCE GARAGE STEMWALL w/#4 @ 24" O.C. SEE 3/S1.O1 (TYP)
DO NOT SCALE DIMENSIONS FROM
THESE ORAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
ARCHITECTU
IZAL�D�
PLAN NAME
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD CATALINA
FOUNDATION PLAN DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" D.C.
CS / BMB/1_AP
UNLESS OTHER NOTED SCALE: 1/4' V-O"
3-#5 EA. WAY BOT. V-011 2'-0' 2'-0" F2.0 DATE
3-#5 EA. WAY BOT. 11-010 2'-6- 2'-6" F2.5 SHEARWALLS 24" O.C. 6.11.15
3-#5 EA. WAY BOT. I 1-0" 3'-0' 3'-0" F3.0 (SW Bc!03"/6") SCALE
4-#5 EA. WAY BOT. 11-0.1 S-6' 3'-6" F3.5 11 SOLE PLT 0 WHEN NOTED ON PLAN AS NOTED
4-#5 EA. WAY BOT. f-O" 4'-0' 4'-0" F .0 SEE NOTE 2 LPA No.
4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-15-00268
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.O CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 6010
REFERENCE ONLY. EXAMPLE - SOLE PLT 0 3V = 36" SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S 1 0 0
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
_SHEET 4�OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
/— CORNER BARS (TYPICAL) mm
AT WALLS GREATER THEN _ 112" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1 .O1 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontiso and
7 0
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, /CORNER BARS (TYP.) 77___� BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
WHEN SPECIFIED ON PLAN.
LAYOUT PLAN AND .5z, SEE ARCH PLAN
PERMANENT LATERAL IL L, - ._1 / 1 � \\ I SLAB ON 420 Osceola Avenue
SLAB ON GRADE, lax. Beach, Florida 32250
SUPPORT DETAIL. Ph. 242-0908 Fax. 241-9557
2
SEE PLAN. GRADE,
F L:CA#8344 SO CA#3579
SEE PLAN.
T�
4 'x-
EE PLAN.
GRADE OR CONC.
SLAB, S
v<
TO MATCH VERT. 8" CMU STEM WALL W/
X SHOWER PAN SLOPES TO DRAIN, SEE ARCH #4 VERTICAL DOWELS @ 24" O.C.
SLAB ON
X�
REINFORCING (SEE GRADE— 4 117-
STEMWALL
STEMWALL SCHEDULE 1�1 m - - , _47\ 90* BEND INTO FTG.
. . : 2� 1 V'�� \"
CMU I I SCHEDULE) w/ 6" HOOK INTO 00 PLAN. MAINTAIN 4 " MIN. SLAB THICKNESS. SEE PLAN 1461
REINFORCING a LAP VERT REINFORCING
FOOTING
COURSES 4
25" IF STEMWALL IS GREATER
<
1 TO 6 #4 VERT. @ 48"O.C. LLJ
_j H . I
4 V') L) A�
7 TO 10 #4 VERT. 0 24"O.C. 44
THAN (3) COURSES. 't
STEMWALL, SEE 1 /S1 .0 CONTINUOUS CONCRETE
CONT. CONCRETE FOOTING
FOOTING �q ........
11 TO 12 #4 VERT. 0 8"O.C. A I
3" CLEAR
STEMWALLS OVER 6 COURSES TO 8"d 16'w 1—STORY, w/(2)#5 CONT.
TYP
4T Christopher I Sabourin P E
HAVE TRUSS TYPE HORIZ. JOINT 2 L
REINF. BETWEEN EVERY OTHER 10"d x 20 w —STORY, w/(3)#4 OR (2)#5 CONT.
1 0"x20" FL PE#71461
COURSE. FILL CELLS SOLID.
wl 2—#5 CONT.
/'��ISION�S DATE
FOOTING W/ GARAGE STEM WALL
STEMWALL FOOTING r2 SHOWER RESESS
�-o 1 SCALE: 3/4" 1'-0" (IF REQUIRED) ��.O 1 (IF REQUIRED)
FIELDALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
STEP, SEE CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
ARCH. 4 BEING APPROVED BY LOU PONTIGO 0
ASSOCIATES MAY RESULT IN
(4" MAX.) EQUAL TO SLAB AODUIONAL ENGINEERING OP.
** THICKNESS.
#3 BENT BARS @ 7B @ SLAB . RECESS
18" O.C. W/ 2'-0"
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS z
AND ANCHORAGE PER ,,, 7
(WHEN STEP IS GREATER ACCEPTABLE WITHOUT
CONSTRUCTION SPECS. THAN 2 0") WALL FRAMING INCREASE OF FOOTING U
WALL FRAMINGI SIZE. V)
24" MAX STEP SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE,
GRADE, ELASTOMERIC SEALANT—\ /SEE PLAN //._2—#5 CONT. STEP, SEE ARCH. PLAN. Uj
SEE PLAN. .0 1 N
- ------ L GRADE, LL1
__,1_SLAB ON I
SEE PLAN
Y UKAUL,
_00
' N
NOTES: SEE PLAN.
1) PROVIDE SAWCUTS TO CREATE C'4 Uj
APPROXIMATE 16' :( 16' MAX.. SQ�
-7
x16" THICKENED 2) SAWCUT CONC. SLAB WITHIN 4 TO
3-
w/ 2—#5 C6NT. 12 HOURS OF CON'. PLACEMENT. OPTIONAL
8"x16"
1:
1 —STORY, w/(2)#5 CONT.
2" FLAIR 2—STORY, w/(2)#5 CONT. 8"xl 6" 1—STORY, w/(2)#5 CONT.
8"xl 6" w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. 0
r/ Uj
r_T-� TALL MONO. FOOTING AT STEP-DOWN SAW CU- - DETAIL I/'6 \1 BEARJNG AT INTERIOR MONO,, FOOTING AT STEP-DOWN I Lf)
�-o I SCALE: 3/4" 1'-0" <L.01 .0ir �,�-Oi
LLJ
z
TYPICAL WALL FRAMING
AND ANCHORAGE PER
CONSTRUCTION SPECS. MATCH DOOR ;y4"
NTH, SEE ARCH. RE E SLAB ON
GRADE,
SEE PLAN.
SLAB ON MISC
GRADE, PAVING
SEE PLAN. BY BUILDER
CONCRETE STAND—OFF PAD TO 12"x12" 1#5 CONT. FRAMING
2� X A F4 , 1 MATCH ARCHITECTURAL COLLMN WOOD POST TAIL 10B A
< no I PER PLAN E.J..
2 1 DIMS. FOR BOX COL. w, #3 DETAILS
- z HAIRPINS AT EA. CORNER & #3 TYPICAL A
00 5� NCHORAGE MATERIAL SLAB ON
BRICK VENEER, 4 : AL FOOTING AT CLOSED TIE AT PER CONST. SPECS. GRADE,
SEE ARCH. R. 'IF
T 77'-,71 SEE PLAN.
F Z -7
/PAD = HOUSE PAVERS BY 7�, DO NOT SCALE DIMENSIONS FROM
BUILDERS DISCRETION.
3 @ 48" 0.C. Q INISH FLOOR OTHERS
THESE DRAWINGS.IF A DIMENSION 15
ROD CHAIRS (TYP.) THICKENED EDGE 8'X8 UNCLEAR REFER TO THE
I DETAIL 10A ARCHITECTURAL DRAWINI35 OR
12" 1—STORY, w/(2)#4 CONT.
00 w/ 1—#5 CONT.
16" 2—STORY, w/(2)#5 CONT. PLANNAME
6" 6"x8" EXTENSION FOR BRICK CONCRETE FOOTING CATALINA
LEDGE ADD 1—#5 CONT. (SEE PLAN) DESIGN/DRAWN/CHECKED
13RICK LEDGE DETAIL CS BMB/LAP
DATE
M PAD AT 130 ��io THICKENED SLAB
r8 ONOLITHIC EDGE FOOTING rg X COLUMNS 6.11.15
SCALE: 3/4" 1'-0" SCALE: 3/4" V—D" SCALE
�-o 1 �O AS NOTED
LPA No.
TOLL-15-00268
CONTROL No.
6010
SHEET
S1 ,01
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
------- LINE DESIGNATES SIDE OF WALL THE
SVt. 3/6 SHEARWALL SHEATHING TO BE APPLIED.
Ed @ j DESIGNATES 8d COMMONS @ mill
3" D.C. EDGE & 6" D.C. 'IN THE
FIELD"
DESIGNATES THE HEADER SIZE. NUMBER
(2)2�8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FORSUPPORTHEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SEE 3/SO.1 SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
SHEATH PRIOR TO FOR BEAM CONN. BEAM OR TRUSS, SEE PLAN lax. Beach, Florida 32250
FRAMING SGD POCKET POST 4x4 P.T. SYP#2 Ph. 242-0908 Fax. 241-9557
(TYP) FL:CA#8344 SC:CA#3579
SEE DETAIL 2/S0.1. ANCHOR LEGEND
(2)2x6-1/1 t (TYPICAL (2) PLACES)
(2)2xl 2 (2')2 x BE--1=/2 F(2)2x6-11/1� F(2)2x6-1/1�
- 2)2x10 X" A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
0
z ItIkI011110
OSB WALL 1pVAFR4.
FASTEN TOP OF I %" A307 DIAMETER FULL HEIGHT .......
POST: 6x6 P.T. SYP#2 .. L SHEATHING X5 THREADED ROD, SEE DETAIL I
z VIIALL-PER HETA L 2/SO.1
g E jAvj
SEE DETAIL 2/S0.1. X X1
5A/S .1 cli c14 SEE 3/S0.1
F_ E SW NAILING: I
T NI NI FOR BEAM CONN. A307 DIAMETER THREADED Cj
00 8c103"/6" ROD TERMINATES AT FIRST FLOOR 0- 61
X
(3)2x6 SP 2 N TOP PLATE, SEE DETAIL 12/SO.1
HEAPER TO JACKS
w/ �2)MSTA24. PO T z X" A307 DIAMETER THREADED -0 E
PO
TOSI 1, 3: Do
z ROD TERMINATES AT FIRST FLOOR Co! -*A%
P 4 ...
�SIHUCIUHAL :3 TOP PLATE, SEE DETAIL 12/SO.1 % **-..()R1g �B
It- ....... ...
<
> BRACKET
z 2ca SIMPSON HTT5 SEE DETAIL 15/SO.I
_j PER 5/SO.2.
1]1 6) ABOVE R & 1 -13: OIL A
Z (2 PLACES) Christopher I Sabourin PE
FL PE#71461
_j CO T
> 3: (D SIMPSON DTT2Z SEE OETAIL15/SO.1
(n X
C'4 77_4'�\
C14
R�790NS DATE
2)2x6-I/I 2'2x8-1
L__
FASTI
ALL F
SIMPSON LTT208 SEE DETAILIS/SOA
�TRAP HEADER
L - - - - - - - 0
6x6 POST
ffR DETAIL 7/SO.1.
W / ABU66. 12* LONG LIGHT GAUGE STRAP
STRAP HEADER -- - - - - - - - �0 LSTA1 2 FASTEN TO TOP PLATE AND STUD
1 00 NTH 5-10d COMMONS
PER DEETAIL 7/SO.1. 6
POST: 6x6 P.T. SYP#2 /N _j. X z WALL STUD SCHEDULE
C\I
> (3)2x4 SPF#2 I _j
�.2 1 PLATE STUD SIZE
SEE DETAIL 2/S0.1. _J (C)41 <
POST. STRAP EACH U11 I LOCATION
(D z HEIGHT & SPACING
END OF HEADER X 9._1. 7
04 3: EXTERIOR 2x4 SPF#2 0 16" D.C. FIELD ALTIE�A�TION
w/ (2)MSTA24. DO � I I r
C14 MAX
HEA6ER-TO--4A,3-KS- 0) I I
10,-1 2x6 SPF#2 0 16" D.C. CONTRACTOR SHALL CONTACT LOU
EXTERIOR PONTIGO a ASSOCIATES PRIOR TO
w/ (2)MSTA24. MAX 2x4 SPF#2 0 12" D.C. -KING ANY STRUCTURAL FIELD
STRAP BEAMS -_GO3 ABOVE EXTERIOR o'-I TO 2x6 SPF#2 0 16* D.C. MODIFICATIONS WHICH MAY VARY
�4'-D_ FROM THE INTENT OF THE ORIGINAL
PER 2/SO.1 0. - CONSTRUCTION DOCUMENTS.ANY
"A to'- 16* D.C. FIELD ALTERNATIONS MADE PRJOR TO
- - -TMS-S7 M5-AB(WE- INTERIOR MAX 2x4 SPF#2 0
(TYP) LLI I BEING APPROVED BY LOU PONTIGO&
CN > 12'-0" 2x6 SPF#2 @ 16" D.C. g[ ASSOCIATES MAY RESULT IN
L.) CID INTERIOR
0 MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
DO MUD NOTM
_SpF'#2 < (2)2x6��,l/1 z
I 1 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
P DS 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
V) CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
Uj :
_j > _j (2)2x6 SPF#2/
- - - - - - - 0 j 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
ED POST, I z:
F POST TO MATCH POST YELLOW PINE
,sf < cli
04 1 -SIRE, DETAIL 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
I I III I FROM ABOVE. PROVIDE SOLID cli POST TO MATCH POST �=_Iz
0 1 SO.2
>_ CD I BLOCKING WITHIN FLOOR FROM ABOVE. PROVIDE SOLID 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
00 r i -1-T TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
BLOCKING WITHIN FLOOR Li
_j SYSTEM'
a- i == MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
------- 1 17 SHEARWALLS
V) LLI uj
C\1
C14 ISNX SYSTEM
I �=
>
0 COMBINED USE PANEL NOTES LU C)
<
"TI 1 1. EXTERIOR WALL SHEATHING SHALL BE
7 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
FASTEN TOP OF 1 01 _j L-1 j
> TOP PLATE. SEE DETAIL 1/50.1 FOR SHEATI
i w ill 1 0 ING Uj
POST: 6x6 P.T. SYP#2 WALL PER DETAIL U-1 TRELLIS MEMBERS! SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
Uj
T 1-17=)'--PER ARCH. FASTEN
2. SEE SHEET SO.0 FOR WALL SHEATHING
z 'ND w/ SDWC15600 SCREWS. SPECIFICATIONS. 7 U�
SEE DETAIL 2/S0.1. //5V�E/SOA
00
(AI 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
,h
I-T DETAIL 1/SO.O
Li
z
- - - - - - - - ---
SH ' AT 17 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
17 1 3/SO.O
(3)2x6 SPF#2 _T <
POST. 1-1 1
17 SEE DETAIL GENERAL NOTES
Uj
> LO L-j------- - 1/SO.2. SIM. D
0 E 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL
DO #15 ABOV SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
I SIZES AND SPACING. AT GIRDERS AND BEAMS,
6 F
z 2 FT PROMDE STUDS BELOW TO MATCH BEAM/GIRDER
04 PLIES.
5 2-x-6_5P_F#-2- SEE DETAIL
> PO Uj
DO :�-E Cj T. w/ HTT5 1/SO.2. SIM. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
z X _T SHEATHING SPECIFICATIONS.
'13 04 X @ BASE. 0
1 STRAP HEADER 04 OSB WALL m m
3: 00 - I - > (2)2x6 SPF#2 iz- :3 vl� z
0 PER DETAIL 7/S0.1. 04 ING cli 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
POST.
FASTEN TOP OF WA _ =1 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
5! IR TOGETHER PER DETAIL 6/SO.O
PER DETAIL 5E/So :zJ: 71 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
- - - GIRDER T71 ABOVE STRUCTURAL BRACKET 3/SO.O
TO SUPPORT 'TRELLIS
POST 6x6 P.T. SYP#2 z a _Uj1 I MEMBERS. SHEATH 5. AT SHEARWALLS, PROMDE DIAPHRAGM 0
- - - - - - - - - - - - - (0 > ATTACHMENT PER DETAIL 5/SO.1
r- O GARAGE WALLS PRIOR TO
SEE DETAIL 7/SO.2. TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
SEE DETAIL 2/S0.1. L-------- _177 BRACKET INSTALLATION. 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
(3) TOTAL. 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
-1-T
(2)2x6-1/1 (2)2xE:l�/l (2)2x8-1/1
(2)2x8-1/1 x8-1/1 1 1 AND HOLD DOWNS
SEE DETAIL
(2)2x6 S #2 1/SO.2
POST.
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH FASTEN IST FLOOR
IS END w� 9-10d.
WALL FRAMING FRAMING
z
PLAN
\_NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
OR JOIST.
WALL
FIRST LEVEL WALL FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD
4!S�liB STRAP / 10" PLAN NAME
SCALE: 1/4" 1'-0" ALL EXTERIOR WALL 48" D.C. END LENGTH. FASTEN
UNLESS OTHER NOTED THIS END w/ 9-10d. CATALINA
DESIGN/DRAWN/CHECKED
SHEARWALLS
24" D.C. CS / BMB/LAP
(SW 3d*3"/6")
DATE
PLT 0# WHEN NOTED ON PLAN 6.11.15
SEE NOTE 2 SCALE
1. INSTALL SOLE PLATE ANCHORS PER DETAIL AS NOTED
3/30.0 LPA No.
2. ANCHOR SPACING SHALL BE AS NOTED. FOR TOLL-15-00268
EXAMPLE - SOLE PILT 0 36" 36" CONTROL No.
ON, CENTER SPACING
6010
SHEET
SIA
SHEET 6 OF 9
..........
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
Floor Truss Connector Lis I
Products Manuf Product Qty FRAMING PLAN NOTES: all
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
PlotlD Length Product Plies Net Qty 2. FOR SPECIFIC UPUFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
USP JUS24 10 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
BM3 17-10-08 1 3/4 x 14" LVL 2 2 4. WHEN USING (2)H2.5T CLIPS ON 1'/,' WIDE LUMBER. PLACE CLIPS
USP THD26-2 4 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
BM15 22-11-00 1 3/411 x 16" LVL 3 3 USP THD26-21F 1 Lou Pontigo and
BM16 6-07-00 1 3/491 x 16" LVL 2 2 LISP THDH26-2 1 TRUSS Associates, Inc.
LISP THDH28-3 1 FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
2x10 SYP#2 FULL HT. VERTICAL BLOCK USP THD26 1 F L:CA#8344 SC:CA#3579
EA. SIDE OF TRUSS. FASTEN TO WEB & 2x10 SYP#2 FULL HT. VERTICAL BLOCK
CHORDS w/ 1/4"Ox3" SDS SCREWS @ 61, EA. SIDE OF TRUSS. FASTEN TO WEB & USP THD46
D.C. (STAGGER FROM EA. SIDE). CHORDS w/ 1/4"Ox3" SIDS SCREWS @ 6"
D.C. (STAGGER FROM EA. SIDE). PORCH SHEATHING .........
OSB SEE 2/SO.1 ,4PER
CEN
Off 4,0�_\ A/
N 7
St LU Ll LU
0 U.] LU
W LU W Lu 0
LL1 1W LU
0
21 0 1
D==DIRECSTSLY
OW TRU Top P TE To
SDWC15600 STUD SDWC 15C
Z IV ..-
LL
ISTUD DIRECTLY AL E
BELOW TRUSS
auyfu I JUUU STUD SDWC15600
Christopher I Sabourin PE
16701 TOP PLATE TO ......
PORCH SHEATHING
OSB SEE 2/SO.1� HTS1157 TRUSS TIE DOWN WITH SIMPSON SDWC
Ll 11L 'W N\ Ilu I I 1 11
- - - - - - 15�1 C4 ��ISIONS DATE�
(4)H S1 6 (4)HIS16 Rafter to Top Plate shown
,n Truss to Top Plate similar
C 70 \
T47 EJO
Optimal 2
T78- EJOj to* 9
30,
SO.1 EJO
EJO rio
r in so.I V K�FIE�LDALTEP�WnON
CONTRACTOR SHALL CONTACT LOU
TSO Hill T43 PON nGO a ASSOCIATES PRIOR TO
(2)2x6 R AFTERS \1 BELOW TRUSS MAKING ANY STRUCTURAL FIELD
JUS24 HTS16 Y2"MUX MODIFICATIONS WHICH MAY VARY
J�SI.2) FROM THE INTENT OF THE ORIGINAL
— — — — — — — — ZI @ 24" O.C. 7 CID
SEE DETAIL 5/SO.2. FIELD ALTERNATIONS MADE PRIOR TO
I I k BEING APPROVED BY LOU PONTIGO&
JUS24 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
I Ina STUD SDWC15600 ADDITIONAL ENGINEERING OR
I (2)HTS1 6 L(2)HTS16 2x8 SYP#2 LEDGER.
-H I TS16 d 1. Sloped-roof rafters may be sloped up to and including
FASTEN w/ 7-10 1 1,1147 a 12:12 pitch and must be "birdsmouth* cut.
T63 COMMONS@ 24" 0.C. >
T-11— — — — — — — — — — FG03 IT 11 11 1 11
V JUS24 SIMPSON SDWC INSTALLATION RANGE
T 6 9 9 � 7 Z
L (2)-1 S16 =5
HT$16
U
T57
mvvu� THD26-2 �ZX77
JUS2 JUS ---------I-LIN
T FT11 (2 H TS 16 z
— — - /_ THE CM I I I I I Ln
JUS24 = III ---a 0 a C� 0 0 0 U (2)HTS16
THE 4001 F I I l-_ I-- R P r/
_Tr9 I - E LL LL LL U. LL LL LL LL
-1 1 a-.Q 11I i I ��(2)HTS16 Uj
THE
11 01E0 : -------- I-T
T 0 THE 46 1 A M I I THD26-2 Ll U
i -7 1 7 z
JUS24 I-L WATERPROOFING
T 0?E 46 17 1— <
JUS24 1-1 IS RESPONSIBILITY STUD NOT DIRECT
(2)HTS1 6 =44 17 OF BUILDER.
�=::: — 11BELOW TRUSS z
l �Tl
SuWC1560O
F_ JUS24
TW LU
G OT3 BLOCKING Egil Reference detail 2a for installation ongle limit
481 �2 1800 2 PANEL ER 5E/SO.1 17
H111- ut-- HUI--- TH026.2 Li I Ln
T 19
7 SDWC INSTALLATION
(3)MSTA24 THD26 D
ri � T
TF!2O Fr� jijJS24
Li
F_ 17 Rafter to Top Plate shown
THD26 L_i::1 (Trus3 to Top Plate similar) C)
_Tr20 H I-T
32 JUS24 :D LIJ
THD26 1 -j- _T (2)HTS16 Z
P-
I I --1- 17
T920 2 THD_,B-2
ti _k)L
THD26 ILO
FT
TP20 ------------ - -- A-L
A�QTO4 OSB BLOCKING 2)HTS1 6 Do not install SDWC in
THD26 :=:ir F- 0 2x6 BLOCKING =1 hatched area
_j co =
Tr2 0 PANEL PER 5E/SO.1 = a_ to BELOW INSIDE EDGE 0
�,.OSB BLOCKING 31 F- 1 :3
PANEL PER 5E/SO.1 OF WALL ABOVE. 17 SDWC15600
THD26 FT04 C-4 0 39 _1 U
I FASTEN EACH END -a- =
TV 0 f_ IP- TS1 6
<1 0 wl (4)10d.— T-- Overhang 1 1/2' MIN
THD26 T
1,o 00 Go Co 00 Go 00 1.- 2" MAX
LLJ
LL 17
TF20 LL UL UL LL UL tz 71-1-L
r LZ THD4E �s I-T
THD26 I SDWIC INSTALLATION RANGE
TF20 FT03 17
(3)MSTA24_\" -9
FT04 FLOOR AND
TF2U NW2 I, <X><1 KWO1 _17 Z2
I I I ROOF TRUSS
11 LI
SIMPSON MTS12 -10d X' minimum edge ,�Rafter or Truss PLACEMENT
STRAP 0 16"'-, COMMONS distance for full I
values (With or Splice may be in upper or PLAN
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES without a plate lower plate
Splice)
b I UUb
WALL SHEATHING STRAP TRUSSES AND ROOF RAFTERS TO BEARING DO NOT SCALE DIMENSIONS MOM
@ 16"o.c, NAIL TO CONTINUOUS. WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 THESE DRAWINGS,IF A DIMENSION 6
SCREW UNLESS OTHERWISE NOTED W from top plate UNCLEAR REFERTO THE
ADJACENT STUD ARCHITECTURAL DRAWINGS OR
w/3-10d COMMONS sIrIce Offset
for full values
rILAN NAME
WALL SHEATHING -\ FLOORAND ROOF TRUSS PLACEM NT PLAN CATALINA
DESIGN/DRAWN/CHECKED
CS / BvIB/LAP
2x4xl8" LONG ADJACENT SCALE: N.T.S. DATE
TO STUD. FASTEN TO HEADER -
WITH 3-3/16"x4" LAG SCREWS. NOTE: ISDWC AT TOP PLATE SPLICE 6.11.15
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND SCALE
UPLIFT CONNEC OR, SEE PLAN. ASNOTED
2x- SYP#2 LPA No.
PLATE WALL SHEATHING CONNECTING TOLL-15-00268
BUCK AND PLACE. FASTEN
10d COMM ONS_,/'4'� w/8d @ 6" O.C. CONTROL No.
6010
@ Cox SHEET
(DWOOD FRAMED HEAD ABOVE SLIDING GLASS S12
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
-------- LINE DESIGNATES SIDE OF WALL THE
SV 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d @ j DESIGNATES 8d COMMONS 0
3" D.C. EDGE & 6" D.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2�8-1/2 OF PLY'S & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
I Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.D, 420 Osceola Avenue
jax. Beach, Florida 32250
BEAM OR TRUSS. SEE PLAN 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
94 4 J, &,
W A307 DIAMETER FULL HEIGHT ............
X5 THREADED ROD, SEE DETAIL 12/SO.I
CE/V&*-- P�
% C,
.t V\ 4�11%6.1
r"
W A307 DIAMETER THREADED 0. 14
ROD TERMINATES AT FIRST FLOOR i(N
TOP PLATE, SEE DETAIL 12/SO.1 irli
A307 DIAMETER THREADED S T
(95 ROD TERMINATES AT FIRST FLOOR A,
TOP PLATE, SEE DETAIL 12/SO.1
SIMPSON DTT2Z SEE DETAIL15/SO.1 FL PE#71461
SIMPSON HTT5 SEE DETAIL 15/SO.1
C It ri s to phe( 1 5 a bo u ri n P E
2X6 SPF#2 @ 12" O.C. SIMPSON LTT20B SEE DETAIL15/SO.I /'��SON�S DATE
FULL HEIGHT WALL
+61
12* LONG LIGHT GAUGE
LSTA12
WALL STUD SCHEDULE
0 LOCATION PLATE STUD SIZE
HEIGHT & SPACING
9.
-1.
EXTERIOR 2x4SPFJ2 0 16* D.C. FIELID ALTERATION
MAX
c3 10,-1 2x6 SPF#2 016- D.C. CONTRACTOR SHALL CONTACT LOU
U) c; EXTERIOR MAX 2X4 SPF#2 0 12* D.C. PONTIGO a ASSOCIATES PRIOR TO
I _J MAKING ANY STRUCTURAL FIELD
04 < EXTERIOR 0'-1 TO 24 SPF#2 @ 16" D.C. MODIFICATIONS WHICH MAY VARY
i 4�-O* FROM THE INTENT OF THE ORIGINAL
_j C-4
_j CONSTRUCTION DOCUMENTS.ANY
< V) 10'-0"
INTERIOR MAX 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PRIOR TO
I BFING APPROVED BY LOU PONTIGO a
I 12'�X)" 2 6 F##22 O-C. gr ASSOCIATES MAY RESULT IN
to (D INTERIOR
-RAP WALL C). X 04 M x Sp
S' 0- 1 2X4 SPF 0 12" D.C. ADDITIONAL ENGINEERING OR
PER DEFAIL 6/'SO.2(SIM) < 0 C"I SIUD NQTM
C14
Ld b 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
SEE 3/SO.1 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
1 2 IN X FOR BEAM CONN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET
1� C14 ARCHITECTURAL REQUIREMENTS.
E _q (TYPICAL)
C3 3.) SEE DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
YELLOW PINE. 7 Z
POST 4x4 P.T. SYP#2
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
PORCH BEAMS TO POST: (2)MSTA24
(2)2x6-1/1 ) 1. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS U
X 4--777 POST TO TRUSS BELOW� (2)CS18 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
Ln
_(2 9.2_5"_LV_L rv, (TYPICAL (4) PLACES) MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
-(2)2xl SHEARWALLS
c\I (2)2x6 SPF#2
_j C3 V) LU o
_j POST.STRAP TO COMBINED USE PANEL NOTES
< Ln �71 1
< !6x6 POST STRAP TO BELOW w/ (2)CS18. - X1 HUC210-2
I N 1. EXTERIOR WALL SHEATHING SHALL BE
POSTB Ow (D �I HANGER. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
X
_j CS1 8 @ BASE C4
100Tr
< -w/'-_ 18. TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING LU
OF STUDS. CA SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
U LLJ
Lr) LLJ
0 2. SEE SHEET SO.0 FOR WALL SHEATHING
SPECIFICATIONS.
Ld
3. UPPER MOST TOP PLATE SUPPORTING ROOF
CN MEMBERS SHALL BE STRAPPED AS SHOWN IN
SEE 3/SO.1 FOR EXTEND POST BEYOND
BEAM CONN. (TYP) BOTTOM CHORD OF TRUSS. DETAIL 1/SO.O 0 z a.
X
Z
X PROVIDE BLOCKING EACH 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
C14 C"!
1 3: 00 SIDE OF POST, SEE S1.4 3/SO.O
CN r/ Uj
I V)
GENERAL NOTES
4x4 SYP#2 P.T. FASTEN POST
(2)1.75x11.25 1.9E LVL
DIRECTLY TO POST BELOW 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
w/(2)CS18. SEE DETAIL 2/SO.1 CS18 @ BASE SIZES AND SPACING. AT GIRDERS AND BEAMS,
CS18 @ BOTTOM OF STUD 1 0
(TYPICAL 2 PLACES) CS18 @ BASE WHERE NOTED. SEE DETAIL OF STUDS. I I HUC210-2 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
X X PLIES.
HANGER.
OF STUDS. AT BOTTOM RIGHT OF PAGE.
Uj
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS. Z
_j (2)2x' 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
> PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
:P4: fn
LLI Cq TOGETHER PER DETAIL 6/SOL0
0) Ka I [fl
to cli
C5 3/SO.O
\_ CANTILEVER BEAM TO 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
Lf) < _j ILI) SUPPORT GABLE. (TYPICAL)
z _3 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0
< (2)CS18 @ BASE
�r. ATTACHMENT PER DETAIL 5/SO.1
X _J C3 OF STUDS.
mi CA J U
L0 a- < Fn 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
F-
Ld TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
X z
0 CN 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
7)F:.�75xll CS18
0
_j
F- V)
LLJ
r
> AS , LLJ 3: 00 AND HOLD DOWNS
I CS18 0 BASE BA 'E LIJ 0
CS18 @ BASE BASE DS. S. 0-
S (2)CS18 @ BASE
OF STUDS. S L DS. OFSTUDS. CS-18 STRAPPING DETAIL
END LENGTH. FASTEN 2nd FLOOR
THIS END W/ 9-10d.
(2)1.75xll.25 1.9E LVL (2)2x6-1/1 �(2)2x6-1/�) F(2)2xl 0-1/2 (2)2.6 1/1 (2)2x8-1/1
WALL FRAMING FRAMING
\-SEE 3/SO.1 FOR
BEAM CONN. (TYP) PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. F A DIMENSION IS
IFA
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.OR
PLAN NAME
r CATALINA
DES[GN/DRAWN/CHECKED
SEMND LEVEL WALL FRAMING PLAN
CS / BMB/1_AP
SCALE: 1/4" 1*-0' DATE
6.11.15
SCALE
AS NOTED
LPA No.
TOLL-15-00268
CONTROL No.
6010
SHEET
SYMBOLS LEGEND
HT, IPLIFT CONNECTION.
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 =
4. WHEN USING (2)H2.5T CLIPS ON I'A" WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. LM
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
CEIV
0
Z
N
s
STUD==DIRECTLY L
OW T USS TOP PLATE TO
BELOW TRUSS
WC
SS DD WVV CC I J5 06 00 0 STUD SDWC15600
Christopher I Sabourin PE
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING /'O�ISIDNS OATIE�
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 Rafter to Top Plate shown
SCREW UNLESS OTHERWISE NOTED <* Truss to Top Plate similar
Optimal 22I�
6\L "5
I
lor
30'
Roof Truss Connector List
Manuf Product Qty 2X4 PONY WALL OVER TRUSSES. FULLY FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
SHEATH EXTERIOR WITH OSB. STRAP BITUDWIDITRIUCSTSLY1
USP JUS24 28 / ELO R PONTIGO a ASSOCIATES PRIOR TO
EACH CORNER w/MST12 TO FRAMING MAKING ANY STRUCTURAL FIELD
24 MODIFICATIONS WHICH MAY VARY
BELOW. PROVIDE 2X4 BLOCKING FROM THE INTENT OF THE ORIGINAL
USP THD26 17 t Y2"MOX CONSTRUCTION DOCUMENTS ANY
ECTLY BELOW PONY WALL. FASTEN FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PQNT*o a
BLOCKING TO TRUSS w/ 4-10D SDWC`15600—�x TOP PLATE TO ASSOCIATES MAY RESULT IN
TOENAI LS. STUD SDWC15600 ADDITIONAL ENGINEERING OR
26
HTS16-\ hqtg� 1. Sloped—roof rafters may be sloped up to and including
<S 1 90(�4 T24, a 12:12 pitch and must be 'birdsmouth* cut.
eference detail 4 for installation instructions.
PORCH CEILING
SIMPSON SDWC INSTALLATION RANGE
SHEATHING SEE 2/SO.1
to TS16-
call
f2 0
V1
11 T]k I A- >N HTS 6
RAFTERS ^2
a '24" o
04P F1 LLJ U LLJ
7
4x4 POST BEYOND BOTTOM
PORCH CEILING CHORD OF TRUSS. 2x4
SHEATHING. SEE .1 \-BLOCKING EACH SIDE OF z
2/SO POST. FASTEN TO POST SDWC15600
JUS241 w/4-10d. TOENAIL EACH ±Lgj� Reference deta !or installation angle limit Uj
END W/3-10d. j Ln
Wvx7k AA� 'AAA >�A
SDWC INSTALLATION
_j
Rafter to Top Plate shown
(Truss to Top Plate similar)
Uj
SO.1
N;vr �(o
r2
0)
JUS24 T
> §F0
IPTI
03
Do not install SDWC in
> hatched area
SDWC15600
03
U
ID
't A Overhang 1 1/2' MIN
\ CO J03 2" MAX
<EjO3
< SDWC INSTA
X < 01 LLATION RANGE
TRUSS
1104 IICj cli C111 04 C%l C14 cm co lir--
f2
C4 C11
to
C4 cm ;: 1�! P�l P W
P
PLACEMENT
Rafter or Truss
V" minimum edge
distance for full PLAN
values (with or Splice may be in upper or
without a plate ower plate
Splice)
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
)r from top plate ARCHITECTURAL DRAWINGS OR
9 ce Offset CONTACT THE E.O.R.
foprr, full values STUD NOT DIRECTL�j
11BELOW TRUSS ii PLAN NAME
r CATALINA
ROOF - -RUSS PLACEMENT PL�AN DESIGN/DRAWN/CHECKED
SCAL E: N.T.S. CS / BMB/LAP
DATE
I
NO TE: I SDWC AT TOP PLATE SPLICE 6.11.15
1. FASTEN RO F TRUSS TO TOP PLATE W/ 2-12d TOENAIL 3 AND SCALE
UPLIFT CONNE TOR, SEE PLAN. AS NOTED
LPA No.
TOLL-15-00268
CONTROL No.
6010
SHEET
SIA
SYMBOLS LEGEND
HT, IPLIFT CONNECTION.
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 =
4. WHEN USING (2)H2.5T CLIPS ON I'A" WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. LM
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
CEIV
0
Z
N
s
STUD==DIRECTLY L
OW T USS TOP PLATE TO
BELOW TRUSS
WC
SS DD WVV CC I J5 06 00 0 STUD SDWC15600
Christopher I Sabourin PE
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING /'O�ISIDNS OATIE�
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 Rafter to Top Plate shown
SCREW UNLESS OTHERWISE NOTED <* Truss to Top Plate similar
Optimal 22I�
6\L "5
I
lor
30'
Roof Truss Connector List
Manuf Product Qty 2X4 PONY WALL OVER TRUSSES. FULLY FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
SHEATH EXTERIOR WITH OSB. STRAP BITUDWIDITRIUCSTSLY1
USP JUS24 28 / PONTIGO a ASSOCIATES PRIOR TO
EACH CORNER w/MST12 TO FRAMING MAKING ANY STRUCTURAL FIELD
24 MODIFICATIONS WHICH MAY VARY
BELOW. PROVIDE 2X4 BLOCKING FROM THE INTENT OF THE ORIGINAL
USP THD26 17 t Y2"MOX CONSTRUCTION DOCUMENTS ANY
ECTLY BELOW PONY WALL. FASTEN FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PQNT*o a
BLOCKING TO TRUSS w/ 4-10D SDWC`15600-�x TOP PLATE TO ASSOCIATES MAY RESULT IN
TOENAI LS. STUD SDWC15600 ADDITIONAL ENGINEERING OR
26
HTS16—\ hqtg� 1. Sloped-roof rafters may be sloped up to and including
<S 1 90(�4 T24, a 12:12 pitch and must be 'birdsmouth* cut.
eference detail 4 for installation instructions.
PORCH CEILING
SIMPSON SDWC INSTALLATION RANGE
SHEATHING SEE 2/SO.1
to TS16-
call
f2 0
V1
11 T]k I A- >N HTS 6
RAFTERS ^2
a '24" o
04P F1 LLJ U LLJ
7
4x4 POST BEYOND BOTTOM
PORCH CEILING CHORD OF TRUSS. 2x4
SHEATHING. SEE 2/S0.1 \—BLOCKING EACH SIDE OF z
POST. FASTEN TO POST SDWC15600
JUS241 w/4-10d. TOENAIL EACH ±Lgj� Reference deta !or installation angle limit Uj
END W/3-10d. j Ln
Wvx7k AA� 'AAA >�A PIZI
SDWC INSTALLATION
_j
Rafter to Top Plate shown
(Truss to Top Plate similar)
Uj
SO.1
N;vr �(o
r2
0)
JUS24 T
> §F0
IPTI
03
Do not install SDWC in
> hatched area
SDWC15600
03
U
ID
't A Overhang 1 1/2' MIN
\ CO J03 2" MAX
< 03 LLATION RANGE
< SDWC INSTA
X <
I I IA I II IIII: ?20-1
�J-4PA/\'AILAA TRUSS
0D at: LO IM lir-- to
C4 4cp
lcq
�ccq, �Ccqj rf 2 C 4 p! m! p" F4 PLACEMENT
Rafter or Truss
V" minimum edge
distance for full PLAN
values (with or Splice may be in upper or
without a plate -lower plate
Splice)
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
)V from top plate ARCHITECTURAL DRAWINGS OR
9prIce Offset CONTACT THE E.O.R.
for full values STUD NOT DIR�ECTLJ
11BELOW TRL PLAN NAME
r CATALINA
R..()OF - -RUSS PLACEMENT PL�kN DESIGN/DRAWN/CHECKED
SCAL E: N.T.S. CS / BMB/LAP
DATE
I
NO TE: I ISDWC AT TOP PLATE SPLICE 6.11.15
1. FASTEN RO F TRUSS TO TOP PLATE w/ 2-12d TOENAIL 3 AND SCALE
UPLIFT CONNE TOR, SEE PLAN. AS NOTED
LPA No.
TOLL-15-00268
CONTROL No.
6010
SHEET
SIA