1690 ATLANTIC BEACH DR - STRUCTURAL DRAWINGS 0 C: TYPICAL HEADER NAluba
DESIGN SPECIFICATIONS USP CONNECTOt-*,.,-j TYPICAL DQURI F TOP WINDOW SILL SCHEDULE
O.131X3" TOE NAILS
PLATE SCUM
TYPIC& NAILIN&
2XIS, 2x8 = (5) NAILS ROUGH DROPPEDHEAD MINIMUM END
DESIGN COOF_* COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: 4'-0* MIN. SPLICE LE TH
2014 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR ASTENERS FL# CODE 200, 202 = (7) NAILS - FASTEN ALL TOP PLATES (16) 0.131x3" NAI OPENING OR SILL PLATES FASTENER EACH END
SYP SPF 0.1310" END NAILS: 9- LVL, 11- LVL - (7) NAILS TOGETHER w/ (3) 4OWS 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR VENLY SPACED
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +16-3 (2) 0 2x4, 14- LVL, 16- LVL - (9) NAILS OF .1310 0 12" Ot. STAGGARD. -C 6'-4* (2)2x4 SPF #2 5 12d ME NAILS
0 USP A35 450 450 (9)1Odx1'/2m (3) 0 24,
AREA (sf) ZONE (PSF) a# = 40-6" DOOR
DESIGN LOADS: ACTUAL AND UNIFORM -17.9 (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
(4) 0 SYP#2 y,
10 +18.2 -19.8 +18.2 -24.4 (8'x7') USP RT7 585 495 (5))d EA. END
ROOF FLOOR - USP RT8A 775 650 (5) Odxl'/2" EA. END SYP#2 DBL HEADER, 4'-0",MIN. (3)24 SYP #2 (1)A35, 4- (4)12d TOE NAILS
(cd=1.25) (cd=1.00) +16.3 -17.9 +16.3 -20.6 2 CAR +15-5 TYPICAL WALL FRAMING NOTES� ROOF SHEATHING. 6"MAX. TOP PLATE. PER PLM
ROOF LOADING 50 - GARAGE LISP MTW1 2 1195 860 (7)10dxll/2* EA. END 1. USE SPF02 OR BETTER FOR SEE SPECIFICATIONS. F r Lou Pontigo and
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR
-17.0 USP HTW20 1450 1245 (12110dX11/2" EA. END ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (1 6'x7)
TOP CHORD DEAD LOAD SEE 5 SO.O.
2x-BLOCKING ONLY
20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)�Od EA. END 2. USE SYPJ2 FOR ALL TOP RAISED
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL.-\ HEADER ARCHED TRANSOM OPTIOND
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13110d EX END 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
FASTENED wl 3-0.131"x3"
Jax. Beach, Florida 32250
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 2 �O ROD TO FTG. 3. USE SYP#2 FOR ALL DROPPED
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d TO HEADER HEADERS Few% HEADER EA. END TYPICAL. Ph. 242-0908 Fax.241-9557
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 SHEATHING MAY EXTEND 2'
0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/.'0 ROD TO FTG. 4. ALL WALLS SHALL BE PAST BLOCKING- WINDOW FL:CA#8344 SC:CA#3579
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
USP HTT22 5370 5370 0 ROD TO FTG. BALLOON FIRMED FULL -4 -------- ARCHED ATTACHMENTS MUST
WIND LOADING: %, HEIGHT TO ROOF OR FLOOR TRANSOM LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/a'10 ROD w/ (1 2)16d BEARING ELEVATION. U.O.N. O� _j FASTEN LOWER STUD OPTION JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/8�'O ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT.
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER, 2-ROWS OF 10d COMS KING STUDS,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/4-4-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12* O.C. WINDOW SILL SEE SEE PLAN.
0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I I �
LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING SCHEDULE FOR ..memo 46 w,
BY 0.75 MEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUFJSUPPLIER & SHALL MEET FULL HEIGHT ANCHOR SILL SIZE AND %
Nc
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CON ECTOR.S WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE CONNECTION AT TWO STORY CONDITIONS, jF_N
--------- 130 MPH w/10d MASONRY CUT NAILS 0 V
BASIC WIND SPEED (ASCE 7-10) a 48" O.C. MINIMUM. SEE TYPICALLY %" FULL PLATE NAILlh&- EACH END. WINDOW SILL SEE PROVIDE SOLID BLOCKING
IMPORTANCE FACTOR --------------- 1.00 1k UPLIFT HEIGHT THREADED 0.131xY TOE NAILS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL
UPPER LEVEL POSTS & JACK
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" D.C. No.71
Z"
MEAN ROOF HEIGHT ---------------- 25.0 FT a CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) 0 2x4, STUDS.
SYP SPF (4) 0 2x6, i 00
ROOF PITCH
------------------- 6/12
(5) 0 2x8. SDWC15600 SC
A35 450 450 1:2-'4X1 2 10446.4.i REW
BUILDING CATEGORY ----------------
BLOCKING ONLY REQUIRED SEE 8/SO.0. sTATE
H2.5T 600 520 5-8d Ek:END .11478.3 T SHEARWALLS AND PT. SPF#2
EARING A
SEE C & C CHART HTS16 1150 1085 16-1 Od 10456.6 STUCCO SOLE PLATE. 4
EA,END
------------ENCLOSED
ENCLOSURE CLASSIFICATION SEE PLAN FOR STUDL SIZE ORI
EXPOSURE CATEGORY --------------- B DENOTES EDGE STRIP.
AND O.C. S
ABOVE FOR 'a' DIMENSION INTERIOR B FINISH. A
INTERNAL PRESSURE COEFFICIENT --------- .18 MTS12 1000 860 7-10JX;11/2* EA. END 10456.3 PACING. -A
. 1. 11
WALL SHEATHING 7 1- . , �A ON4
HTS20 1450 1245 24-1)dxl 1/2* EA. END 13872.3 A, I. - � U. - 0/
4
MSTA24 1765 FOR SPLICING FOUNDATION, SEE PLAN 4
CONTINUOUS-&-OCKING �\_SEE DETAIL 1/SO.1
MATERIAL SPECIFICATIONS 1270 9-10:1 EA. END! 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS OPTIONS. 12" 1 Christopher J Sabourin PE
-t-a t MSTA36 2050 1870 13-1 11)d EA. END' 13872.8 WERE POST IS ABOVE. 0 8" 0.C. V2 FL PE#71461
WALL FRAMING AT WALL FRAMING AT MAX. MIN' \-SQLE PLATE ANCHORa
HARDWARE AND ANCHORS: to 18-11 d M TRUSS/BEAM FLOOR SHEATHING,r____ _1 PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] HTT4 3480 3080 1-%'0 ROD TO FTG. 11496.2 8d 0 3" SEE SPECIFICATIONIS. I PLATE BREAK
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-1 ;d TO TRUSS/13EAM r BUILDER MAY CHOOSE EITHER THETROPPED WALL FRAMING AT REVISMS DAW
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). 1HEADER CONDITION OR RAISED HEADER CONDITION]
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5/,s7O ROD TO FTG. 11496.2 r---- --- TYPICAL WALL FRAMING DROPPED HEADER CONDITION
METAL CONNECMRS: ALL METAL CONNECTORS MICH ARE EXPOSED TO
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSe 6-10 TO HEADER
LUS28 930 780 10655.1,13 T T
RETROFIT REBAR/IROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-101 M JOIST �-O
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-11d TO HEADER SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACMIR OR ANY HU410 905 785 10531.36 _j Q&HOLD DOWN.
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-161 TO JOIST 3x3xY*- SLOTTED
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/s"o ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. SEE 5/�O.O. SEE 1/80.1. 2 WASHER PUSHED
DOCUMENTS. TOP PLATE. /-TO OUTSIDE BUTT JOINT
(DUAL CARTRIDGE INSTALLATION ONLY):
EPDXr. ITW RED HEAD A7 ABU66 2300 5/.no ROD EPDXIED 6" MIN 10849.6 2 3x3xY4* SLOTTED FACE OF WALL.
RONFORCING STEEL: SHALL BE ASTM A615, GRADE 60. UNITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES& SET N/A N/A BLOCKING ONLY REQUIRED WASHER PUSHED
SIMP�ON EPDXY-TIE 11506.4
10-1 d TO STUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/SO FACE OF WALL.
THE ITEMS SPECIFICALLY DESIGNED B" THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING TO OUTSIDE
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINU;US LOAD PATH FOR WIND UPLIFT, REM ALIEZA11M
WELDED VARE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED '0 ROD TO FTG. PLAN VIEW CONTRACTOR SHALL CONTACT LOU
OPTIONS. -RATED SHEATHING, PONTIGO a ASSOCIATES PRJOR TO
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT BOUNDARY OF SEE GENERAL NOTES. MAKING ANY STRUCTURAL FIELD
LSTA12 805 695 j.9-1 id 1 13872.5 / U�.
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT THREADED ROD SHEATHING. MODIFICATKDNS WHICH MAY VARY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 PT. SYF#2
13-0 10852.1 SHEATHING FROM THE INTENT OF THE ORIGINAL
EPDXIED 4" OR VxV SILL PLATE. EXAMPLE OF PANEL CONSTR.UCTION DOCUMENTS.ANY
M BE SIMPSON TITEN HD.
CONTINUOUS� EDGE w/ BLOCKING FIELD ALTERNATIONS MADE PPJOR TO
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY'��' BEING APPROVED BY LOU PONTIGO a
TOP PLATE. W&.�_JSEE SCHEDULE GENERAL NOTES. ASSOCIATES MAY RESULT IN
FOR STUD SIZE SECTION VIEW ADDITIONAL ENGINEERING OR
FLOOR SHEATHING SPECIFICATIONS
INSPECTION FEES.
AND O.C. SPACING.
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD . f_1% . . . .. . . . . . . . . .. . .
WALL SHEATHING M
ROOF 21EATHING SPECIFICATIONS: SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
SUPPORTED EDGE
RAISE )fi7 FROM EXT WALL SHEARWALLS WASHER EMBEDMENT' EDGE OT S
MIN. 7/,.*. 24/16, APA RATED OSS OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6* O.C. EDGE 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- O.0 WITHIN 4'-0- OF ROOF EDGE). SEE DETAILS SEE DETAILS ANCHOR GENERAL N Ei4��
8d 0 3" Ir-ON S1.011 ON S1.01 BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
TILE - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6* O.C. EDGE & 6" O.C' FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-Om OF ROOF EDGE). PLAN AND FASTEN EPDXY 42" 24m 3x3xO.229* 4m 2-Y4"
w/8d 0 3* O.C. 2 N4 EXAMPLE OF UNSUPPORTED
*-1 (UNBLOCKED) PANEL EDGE--,.
TITEN HD 42* 24n 3x3xO.229* 4*
METAL - MIN. 1/2*, 24/16, APA RATED PLYWOOD SHEATHING, NAILED wl 0.113x2* RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4* O.C. WITHIN 4'-0* OF ROOF EDGE).
A 4 (TYPICAL).
WAi I sHEATHING SPECIFICATIONS&
NOTES:
FLEXIBIE FINI-SH-MIN. 7/,,*, 24/16, APA RATED OSS OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0', 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER MP PLATE. W
INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDEREP BRITTLE FINISH. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR ALLS AND ADJACENT TO NAILING TO INTERMEDIATE
FLEXIBLE FINISH WALLS L---------i L--------J L------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.--"' ROOF Lf)
STUCM_En_58.-MIN. 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d 0 6" D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE M UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR LLJ
N r_F FLOOR JOISTS.
SINGLE STORY MULTY STORI
MASONRY HAS BEEN D NED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 NTH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"x3"x1/s" W/ 11/2*0 ROUND
2000 pol 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 MAYBE USED IN BRICK VENEER.
STEEL WASHER MAY BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
-_�ROOF AND FLOOR SHEATHING NAILING
TYP. WAiL SECTIONS SOLE PLATE ANCHOR DETAIL Et SCHEDULE t4
(%nNrgFTE MASONRY UNITS (CMU)m
so 0,j SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0"
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU). TYPE 1. GRADE N-.1 N&MAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL. CELLS CONTAINING VERTICAL %%=woo I�_O
v;g
REINFORCEMENT IN 5'-Om MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF AW:,E OF MASONRY WHEN THE WALL HEIGHT EXCEEDS V-0".
mASONRX STEMWALLSe ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, EV�DE N-1 HOLL6W MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING 3ONDS, STACK BOND SHALL NOT BE
IN REI 2 11/2"
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REI ING, 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 CONTINL4TY OF REINFORC AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUMIOF 40 BAR (3) ROW OF 10d
O.C.-
NAILS 0 8
DIAMETERS INM EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZON-`TAL�JOINT REINfORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL �EINF. SH ALL BE INCREASED AS�NOTED'ON 2 PLY
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6-. STAGGERED
SIMPSON BEAM. 2x4 BLOCKING
_�1. L'. :� 1 4* O.C. FASTEN
3 PLY BEAM. C-4
SDWC15600 02
E IN SEE ROOF "�2x4 MEMBERS: EACH END w/3-10d
44aRTCK SHALL e ACCORDXN" C"lf *dH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, HOLLOW BRICK, RESPECTFULLY.
A
FRAMING (1) ROW OF 1 Od TOENAILS.
enNcRM SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.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 DETAIL& TO TOP OF TRUSS AS SHOWN. AT 12" D.C.
PROVIDE 2x4 BLOCKING
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE.
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 11 Od STUD BELOW Ln
GENERAL NOTES: (3) ROWS 12d C. __I� I k
SPECIFICATIONS BELOW. 0 4" 0. LOWER TOP- 4-10d
HEEL ;ip V-00 AT 12" O.C.
STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS
�,V"D _",E"A,_S1DE.',I :D
FOOTINO ANI) FOUNDATION&
P TOP PLATES.
F001INGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORI JS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTIO
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'L SOIL COMPACTION AND FILL RIPPED M FIT- 2x4 OR 2x6 POST ORTHOGONAL VIEW COND17IONS N
SHALL BE COMPACTED M A MIN. OF 95% MODIFIED PROCMR IN ACCORDANCE WITH ASTM D 1557. NTH GAP,SHOWN. OF CORNER
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOTSCALE FOOTING DIMENSIONs AND LOCATION FROM THE (3)ROWS OF 5' (3)ROWS OF 04'" Lei f
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 S IZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600'� ENGINEERED WOOD ENGINEERED WOOD 0
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c z
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE Y IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48m O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN I
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCRG, WHERE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS. SH HING MAY SDWC1 5600 CONDITIONS CONDITIONS
SEE ROOF
CONCRETE SLABS ON GRADEv SIMPSON TE MINATE AT SIMPSON-/ FRAMING 3-PLY 4-PLY NOTES:
01 TS LAPPED V AND SEALED OVER CLEAN. COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERR I ANEAN SDWC15600 TO OF DBIL SDWC1 5600 PLAN FOR 1. OVERLAP MP PLATES AT CORNERS AND INTERSECTIONS.
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH J N M PLATE. * SEE NOTE 1.
SEE NOTE.1. J4-fi- DETAILS. 14w LVL AND GREATER
TERMITES. SAMMISm FOR CONTROLLED CRACKING CUT A 1" SAWCUT INM SLAB IN A 12'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 2. DENOTES .3*xO.131" GUN NAILS 0 V O.C. VERTICAL.
I TYPICAL CONNEcnQbL 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
WOOD FRAMING SPECIFICATIONS: 5" <� HEEL < 1'-Qn� NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
i HEEL < 5' C) 0
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACMIR MAY CHOOSE EITHER OPTION W1-iERE MULTIPLE
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: JACK-M-KING ASSEMBLIES, CORNER POST, ETC.
OPTIONS ARE SHOWN.
STAINLESS STEEL. 1. TOP PLATE M STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. U
2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
ITION M (2) PLYS FRAMED WALL CORNER AND
PRF-ENGINFERED WOOD TRUSSES@ AT TOP PLATE TO STUP, SPACE 0 48* O.C. IN ADD
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH t#PA, TPI. AND AITC 100. CONTRACMIR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ROOF TRQSS CONNECTION /07� INTERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-M-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESOONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND /0`6� BUILT-UP MEMBER FASTENING
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. HIB-91.m AT mk-nPLE STRAP CONNECTIONS, SPREAD STRAPS M AVOID NAILING CONFLICTS THROUGH TRUSS. MEN USING (2) STRAPS ON .0
SINGLE PLY TRUSSES. PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER.
KING STUD M TOP PLATE: TRUSS TO PLATE:
RMF COVERING SPECIFICATIONS: SDWC15600 SCREW. SDWC SCREW
MP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEEMA. A ALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING M 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 MANUALm AND THE ANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASIFM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED DESIGN
ACCORDING M THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESjGN INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO MP PLATE: THAN 4!-6" FOR GABLE ENDS.
SDWC1 5600 SC
WATERPIR NGm NOT REQUIRED AT GABLE MP PLATE TO HEADER FASTENING: CRTERA
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. 0
'MAN 4' 6' AND
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS PLATE TO HEADER:
KING & JACK KING JACK SDWC SCREW 0 13 A
TION STUDS SEE PLAN I GENE[\/I%L
MEMBERS CONNEC FASTENER INTERIOR LOAD BEARING WALL STUDS SEE PLAN 24 O.0
TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL (�)12d ME HEAD QR SILL
TOP PLATE M TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. GABLE X-BRACE, SEE DETAIL 10a0.1 NAILS E.E. PLATES SEE\ HEAD SILL 2XIS WALL NOTES
L 3 1/2 x 3 1/2 0/4 61-0" MIN) SCHEDULE I Ili I
PLA - - I I
MP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 1_40%V/4 HEADER SIZE. JACK AND KING STUD LA SEE
SC DULE 00 NOT SCALE DIMENSIONS FR
DBL. TOP PLATE M STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QUANTITY. HEAD QR LL KING STUD M FRAMING BELOW- ROUGH OPNG. SEE ARCH TRUSS M PLATE: TH 4SI=
10,-0" HIDDEN LINE DESIGNATES SIDE OF __SI ESE DRAWINGS.IF A DIMEP
L5x.31/2-0/� WALL THE SHEARWALL SHEATHING PLATES SEE\ CS18 STRAP w/6-1Odx1X" ROUGH 0 'G, SEE ARCH SDWC SCREW UNCLEAR REFER TO THE
RIM JOIST M MID PLATE ME NAIL (Eld 0 6") GUN NAIL 0 6* 1_6x3l/2-X�4 12'-0" SW TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP ARCHITECTURAL DRAWINGS OR
NAILI : - I
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 7 DESIGNATES 8d COMMONS 0 3* KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR
L7x3 6-on 8dO3 6.
1/2 W X 1/4 O.C. EDGE & 6* O.C. "IN THE CONNECMN: IMPSON ROUGH OPNG, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE LAN NAME
SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR-\ PLATE M HEADE
CEILING JOIST M ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION BASOD BRICK SPECIFIED. NOT REQUIRED AT SDWC SCREW 0 CATALINA-SHINGLE
1. STEEL LINTELS TO BE MINIMAI 3�' 1 1
ADJ ADJACENT Long JACK TRUSSES LESS r
JOIST/TRUSS TO PLATE ME NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY VENEER BM BEAM 4UF - Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" 0.C. DESIGN/DRAWN/CHECKED
PAINT. WALLS 2X4 WALL
RAFTER M PLATE ME NAIL (3-8d) 3-GUN NAJLS; m -WEATHER BOT - BOTTOM 40 - Monolithic TH AN 3'-6*
2. LINTEL MORE THAN 8!-(r. SHOU BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION CS / JB /LAP
JACK RAFTER TO HIP ME NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OS3 - Oriented Strand Board DATE
DBL DOUBLE PERP - Perpendicular 11 A 11 IFA A I
ROOF RAFTER M 2x- RIDGE BM. ME NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-1/4xY WD',. DIA DIAMETER PRE tN-'G -:- Pro Engineered ;A H I KING STUD TO FRAMING BELOW, 06.21.16
SCREWS INTO PS:' Pounds per Square Foot A CS18 STRAP W/6-10DX`I,�-
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16* D.C. 0 EDGE HEADER PROVUE A LINTEL EA - EACH
VERTICAL SLOTTED HOLE FOR SCRE ATTACHMENT _iL SCALE
EE - EACH END PS Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE
INTERIOR OR EXTERIOR SIDE OF WALL. AS NOTED
SEE NOTE2 oo
CONT. HEADER TO STUD ME NAIL (3-16d) 4-GUN NAILS A EOR ENGINEER OF RECORD PT - PRESSURE TREATED t STUD OR 2X1 0
ME NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT, EQ EQUAL QT - Quick 11e SOLE PLATE ONNECMR LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: LPA No.
STUD TO SOLE PLATE EXT EXTERIOR REINF - Reinforce PER SCHEDULE _�L
' HORIZONTAL TIES 0 24" O.Q. VERT.",' LOCATED WITHIN V OF/ AT LOWER LEVEL HEADERS--/' w/8-10d COMMONS GABLE ENDS OR
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN-NAIL 0 a" TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY JACK TRUSSES LESS MLL-16-00361
WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STOR MULTI STORY THAN 8' OR OPENINGS LESS ILE COPY
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYI�l Southern Yellow Pine (STACKED WIND THAN 3'-6" it CONTROL No.
3*4.131"0 = GUN NAILS 2"xO.113*0 = RINK SHANK FTG FOOTING THRU Through (LINSTACKED W
12m OF OPENINGS. PROVI1DE3/,m"0 WE$P HDR HEADER TYI) Typical TYPICAL HEADER STRAPPING 5364
2"xO.113"0 = 6d 2/2"4.131"0 = 8d HOLES 0 33* D.C. IMMEDIATELY ABOJE SEcTION )dFW HORIZ - HORIZONTAL U04 Unless Otherwise Noted SH EET
3"xO.148*0 = 10d 31/2"xO.162*0 = 16d FLASHING. OF BRICK UNTEL LBS POUNDS VERT Vertical I IN I V_O
11/2"xO.148*0 10dxl'/,.* 11/2"xO.131*0 Bdxl'/2* WA Welded Vire Fabric FIEVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
Soso
SEE PERMIM FOR ADDITIONAL
Em Abin
CONDIZIGNS
7
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CA R
C EADER1.
0 A 4S
�"T9 PT
SEE
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a
- VSEE 5/�
2 DeL.
PLATE.
q1T
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
PLATE wl 10d 0 4" O.C. WALL SHEATHING
FASTENED TO TOP
PLATE w/ 10d 0 30 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
N NAILS AT EA. FRAMING INTERSECTION.
6" 1 (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED DBL. TOP MA NOTCH HEADER
AT SHEARWALLS AND PLATE BELOW TOP PLATE
STUCCO FINISH r AL
5-8d COM PORCH SHEATHING, I-UPC Lou Pontigo and
HEADER
EACH SIDE SEE SPECIFICATIONS EhI2 PORCH Associates, Inc.
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 BELOW 8-GUN NAILS--- HEADER,
8" 0.C. SHEATHING SPLICE 0 8" O.C. * SEE PLAN. PERPENDICULAR TRUSS
24" O.C. BETWEEN OUTER WALL- PORCH PARALLF-L HEADER & SUPPORT FULL HEIGHT- DETAIL B 420 Osceola Avenue
& FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. N,_(2)MSTA24 ANCHOR OR DTT2Z Jax. Beach, Florida 32250
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.1310* NAILS M WALL PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD Ph. 242-0908 Fax.241-9557
BOARD (TYP) r BOARD (TYP) 3* O.C. (TYP) M WALL BASE OF POST BELOW. & (1) ADJ. WALL FL:CA#8344 SO CA#3579
FLOOR ------ EACH SIDE FLOOR 0P110N A TO PORCH HEADER. SHEATHING
FLOOR OF SPLICE TRUSS-
TRUSSES-\ TRUSSES STUD WALL FRAMING
OR JOIST. OR JOI ST. 2x4 SYP#2 STRAP w/11- POST 24" 16 GUAGE 4x4 POST.ABU44 /-w/ 2x SOLID BLOCKING
SHEATHING SPLICE DIAGONAL 10dxlX" EA. END :BELOW STRAP w/11- 6x6 POST-ABU66
i LSTA12 FOLDED OVER TOP AT SHEATHING EDGE
FASTEN EA. 10dxl)k* EA. END 8d COMMON WIRE NAILS
DOUBLE TOP PLATE PLATE w/5-10d NAILS
END W/ SOVER- TO BLOCKING 0 3n O.C.
X" OSB or PLYWOOD w PORC CONTINUOU INTO TOP PLATE & 5-10d
ON S
0. ----------
I RIM BOARD Y4* PORCH HEADER, SLAB-\ 6* HEADER NAILS INTO BEAM. SPACE
N
SHORTER THAN SEE PLAN--\ HTS16 F M A X 4--\\+ 0 48" O.C. OMIT IF WALL
WALL F z. FLOOR SYSTEM. ALIGN CEI
WALL FRAMIN VERTICAL JOINTS NTH LINE '24
RAMING LING SHEATHING IS INSTALLED
G WALL FRAMING STRAPS MSTA %7 ROD I �L - ROOF TRUSS
STRAPS EPDXIED 6" MIN ON FACE OF BEAM OR JOIST_-�,,� C.) No.
SHEATHING SPLICE FOR PERPENDICULAR
JOINTS INSTALL FLOOR TO
WALL SHEATHING TRUSS CONNECTION
---------- PLAN \AEW OF ELEVA110N MEW OF
SEE DETAIL 8 ABOVE.
FLOOR STRAPPING PER T-,7--�717p'77?91 8-GUN
BLOCKING ONLY REQUIRED 5-8d COM PER
F
CONTINUOUS 2x6 S'
AT SHEARWALLS AND-"� EACH SIDE OPTION 1 OR 2 PORCH HEADER PORCHHEADER YP#2 ST
NAILS
fr-~w:wi&dwo05T
STUCCO FINISH OF SPLICE AT POST AT POST LEDGER FASTEN WITHJ
FULL HEIGHT I I %
0P110N 1
5-0.1310" EA. STUD.
ANCHOR OR DTT2Z ... 0
OVER LAP SHEATHING APA RIM FLOOR TRUSS PARAI 1171 PORCH HEAtHING�SPEC99CATIONS6 HOLD DOWN AT MIN. (2)2x4 WOOD noo
GYPSUM'.(WATER ;':PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6' O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS _w
N OTE 1: OPTION B 11111MIN111
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. OR TOPORCHHEADER. DETAIL A Christopher J Sabourin P E
3/." (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADED RODS ARE INSTALLED
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH BEAM CONNECTION *jEN 4 WALL ADJ. TO ROOF CONNECTION FL PE#71461
III�2 WPICAL PORCH FRAMING DETAILS 0 SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF
kz-100/ AND WALL SHEATHING AND STUD FRAMING.
RIEVISKM DATE
SEE DETAIL 5/SO.1 FOR
DIAPHRAGM ATTACHMENT\
WERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS rAN- 2-SIMPSON H2.5T.
TRUSS. BOT* CHORD wl O.131x3* 0 3" O.C. %4:!/-_N I rREM ALTMAIMIN
2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING wl 8d 0 3" O.C. ROOF ----------t ----------t
D.C. FASTENED TO TO ,,�ROOF TRUSS. TRUSS. SDWC 15600 1---------4 ---------- 01 CONTRACTOR SHALL CONTACT LOU
PLATE w/ 4-0.1310" SHEATHING FASTENED TO 0 32" O.C. PONTIGO&ASSOCIATES PRIORTO
U U MAKING ANY STRUCTURAL FIELD
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS MODIFICATIONS WHICH MAY VARY
Ir T I I IV 01 1 1 FROM THE INTENT OF THE ORIGINAL
it! 1 16' MAX. SHEAF WALL OSB WALL CONSTRUCTION DOCUMENTS.ANY
FASTEN CATS EACH END w/ SYP#2 CONT. ATTACH I y FIELD ALTERNATIONS MADE PRIOR TO
TOP PLATE AND TRUSS SHEATHING 04 -0 BEING APPROVED BY LOU PONTIGO a
3-0-1310" COMMON TOE NAILS ASSOCIATES MAY RESULT IN
w/ 0.1310" 0 3* O.C. EDGE OF ADDITIONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-/ INSPECTION FEES.
C
SHEARWALL OR A4JL SHEARWALLA41 IL14- -4-L
OR
EXTERIOR WALL
8dO3 6" S 8dO3 6 ROUGH OPENING, SEE ROUGH OPENING, SEE
ALTERNATE A ALTERNATE 8 ALTERNATE Q ALTERN ATE G PERFOR' 'TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO -TRUSS UPLIFT TABLE AT LEFT_j STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT_1
POST BELOW WITH 2-CS16 POST BELOW WITH 2-CS16
UPM To LOMM STUDS UPPER 70 LOM STUDS STRAPS WHEN FULL HEIGHT STRAPS WHEN FULL HEIGHT
FASTEN ROOF FLOOR D 1 Od 04"O.C. FLOOR SW Bd03/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED ANCHORS ARE NOT USED z
TO NAILER w/ (1) ROW 8d TRUSS. 2x4 SPF#2 CONTINUOUS TRUSS. DS TO FOLWARON
0 3" O.C. FASTEN TO TOP LEDGER FASTENED W BdO3 6: HTT5 OR HDU5 W 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION
PLATE w/ (2) ROWS 7/16 0 OSB TRUSS WEBS WITH- f^- SME PLATE ANCHORS f^- SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR U 0
OF 8d 0 3" O.C. BLOCKING w/3-0.1310" SHEARWALL NOTES: TEE SCHEDULE ON DETAIL 3/$0.0 TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT
___ I 2x4 SPF PANNEL FLOOR COMMON. T T 1. AT ROOF TRUSS, 4<
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32* O.C. TOP & BOT A LS18 0 32* O.C.
I CHOOSE A,B,C,D, OR G. 1. PROVIDE 3j6m OSB: SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ I k t FASTEN CATS EACH END w 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT A L PANEL EDGES. LU
(2) ROWS 0.1310" 0 3* O.C. 3-0.1310" NAILS 0 6" O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
INTERIOR PLATE w 4-0.1310" D
SHEARWALL AT EXTERIOR WALLS 2. PROVIDE A MINIMUM Or 7-STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN, FULL HGT THREADED ROD SEE PLAN
Sw-2-/U COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. i OR HTT4 HOLD DOWN AT BASE (U.O.N)
SHEARWALL OR_// OR HTT4 HOLD DOWN AT BASE� (U?J N)
\_5-16d*AILS EXTERIOR WALL LA TRUSSES.
(TrICAL) 3. FASTEN 'ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE Q ALTERN ATE E 3. USE ALTERNATE
ALTERNATE F
E & FFOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O U Lu
TRUSS ATTACHMENT
SHEARWALL ATTACHMENT AT ROOF Et FLOOR /1� TYPICAL SH,EARWALL ELEVATION VA*N 7 HEADER TIE DOWN
�1�1 PROVIDE SOLID SLOIKING WITHIN FLOOR SYSTEM AT SW END POSTS. DETAIL ONLY APPLIES WEN NOTED ON PLAN
d
T
1-4 <
8d COMMON NAILS L4-12d TOEI ' MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE aRACING NOTES AND SPECIFICA71ONS
AT 3- O.C.(TYP) ROOF NAILS (TYP.) [2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN. EXEPT
2x4 BLOCKING. FASTEN TRUSS 0 24" O.C. FOR T-BRACE SHALL BE 1x4 SYP#3
WALL STUDS WALL STUDS EACH END w/3-10d-/ H3 OR H2.5T HURRICANE CLIP 0 EA. m OR BETTER OR 2x4 SPF#2 OR BETTER.
AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. LION)
AT 16" O.C. FASTEN TO ROOF FRAMING BELOW
6-10d (1)DIAGONAL BRACE PER
w/ 4-12d NAILS AT EACH RAFTER. 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING COMMONS (4) TRUSSES APPLED 191 THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. 1.1 DELEGATED TRUSS ENGINEER.
I I Uj
2X6 I I 3.)PERMANIENT PERMANENT BRACING 0 z
ROOF TRUSS] ROOF TRUSSJ ANGLE BRACING APPLIED TO 1*1 WHERE NOTED ON TRUSS MFR. SHOP
FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
SIMPSON H3 w/ 10-8d COMMON BRACE 1.1
SYP#2 LEDGER ATTACH _V_j_ DBL SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PERj- ATTACH TO EACH STUD, THESE STRAPS I 1 11 Fiiiiiiiiii 00
AND LEDGER TO ROOF MEMBER. 20 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPFJ2 MAY BE OMITTED F 1.1 PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6*0.C. I I CHORDS AND ATTACHED TO EACH
RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE
A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE 1-1 TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" 'FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE. SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERF�_AMING RAFTER 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADEAS WEB 101 AT END WALLS PROVIDE DIAGONALS
REACTION IFDr;FR S17F A NAILIhn REACTION LEDGER SIZE & NAILIK GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND TOBEBRACED.
0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6-1/I."OW SDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS (APPROXIMATELY 457.) TO THE 0
LOCATION. JE MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.1310* 2346-3125 2x12 w/ 8-1/4"OW SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE
BLOCK TO DBL TOP AS SHOWN. WALL BETWEEN EACH LINE OF BRACING
1251-1540 2x10 w/ 10-0.1310" PLT W/ 2-H2.5T TO FORM A ZIGZAG PATTERN ALL U
1540-1850 202 w/ 12-0.1310" CONSTRUCTED OF THE SAME BRACING
IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT to MATERIAL THIS REQUIRMENT IS NOT
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO
OTES: WHERE A LEDGER IS INDICATED 0.13lx3m TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE
DIAGONALS IN THE END SPACE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d LSTA12 0 48" O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM- COMMONS MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/
Sum.,15600 0 36" O.C. OMIT IF TYPICAL
rwml�a�jq DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING
EN USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. VO.Ij SCALE: 3/4" 1'-0" 1,
k*,SO \122;/ NOTES: 1. SPACE GABLE END BRACING 0 4*-6" MAX. MIN 2 PLY STUD i MIN 2 PLY STUD FRAMING
2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS" IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS
TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS Df:TAILS
WASHER FULL HEIGHT MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM
I PLAN
ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
@
FOLD OVER TOP PLATE (2)MSTA24 STRAPS O.131x3* GUN 0.1310" GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING SIMPSON HTT5 OR
FULL HT. FASTEN w/1 8-1 Od FOLD OVER TOP PLATE NAILS (2)MTS1 2
(2)MTS12
AN FASTEN 0
FULL H T. TOP PLATE.,
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
SIMPSON DTT2Z
--CONNECTOR
SOLE DOUBLE SYSTEM SHALL CONSIST OF WO A307 THREADED w/18-10d HDU5. FASTEN
CHOR RODS. ORIENTED VERTICALLY AND ATTACHED TO THE A 26-10d COMONS
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE DO NOT SCALE DIMENSIONS FROM
SEE PLAN W/8 X X1 X"
PLATE TOP PLATE, PROVIDE A 2mx 2*x V STEEL WASHER. f
THESE DRAWINGS.IF A DIMEW_-JON IS
74 WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3
SDS SCREWS
FULL HEIGHT
0. LSIMPSON UNCLEAR REFER TO THE
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) �-(2)112.517 (2)H2.5T ARCHITECTURAL DRAWINGS OR
0 FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD
ROD CONTACT THE E.O.R_
FULL HEIGHT STUD-\ WITHIN 6" OF
ROD INSTALLATION* AT ALL PLATE PENETRATIONS. MINIMUM
04 X" THREADED ROD MINIMUM
THREADED ROD PROVIDE A HOLE IN THE PLATE 34" LARGER THAN THE GIRDER (SEE PLAN)
2 PLY 2 PLY A ND STORY
/-ROD EPDXIED
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS /-COUPLER TIGHT STUDS PROVIDE 00 2 CS1 8 STRAPS
0 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE AT 2ND STORY %" THREADED EPDXIED 4" MIN. STUDS PROVIDE LAN NAME
DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD
SEE PLAN LEVATION STUD STUD
7 r CATALINA-SHINGLE
STEEL COUPLER 1 CS1 8 STRAPS V_ .5" MIN THREADED ROD O_ AT BASE OF STUDS
FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS /-EPDXIED 4" MIN. DESIGN/DRAWN/CHECKED
(OPTIONAL, LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER ln�OOR TO FLOOR)
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC (%%6-Y4") ,(FLOOR TO F�A�R) MINIMUM
AT 9LL PLATE AT PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO -2 PLY HOLD DOWN SEE PLAN: CS / JB /LAP
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
STUD DATE
THIE NUT A90W THE UPPERMOST PLATE SHALL K SIMPSON DTT2Z %" ROD = DTT2Z
FULL HEIGHT ANCHOR INSTALLA110N CHART SE0JRED OVER THE WASHER TO A SNUG-7WT %" ROD = HTT5 06.21.16
//-W/B-,Y;,Xl V, HTT5
LOOR COND171ION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP POST, BUILT-UP POST,
RAMING SRENICH (APPROXIMATELY 30 FT.-M OF TORQUE). SEE PLAN. SEE PLAN. SCALE
THREADED DUE M SHIRWAGE AND OF SURDING A
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS; SHALL RE-TWIEN NUT TO 30 S NOTED
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF 7ORQUE AFTER ALL TRADES ARE
COMPLETE AND PRIIOR TO INS1ULA1KK LPA No.
SEE PLAN PER PLAN. 3/8 14"0 14 00 2x2x,/o 0 4* 2" 13" TOLL-16-00361
EDMENT 1 5/8 -y4*0 3/4"0 .3x3x 12 2)r 3*0 EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z 1 LTT20B
DEPTH E DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR QUION 1 OPTION 2 CONTROL No.
FULL HEIGHT TR CONVENnONAL
n STEM MONO CHART FOR EMBEDMENT AND EDGE DISTANCE
REQUIREMENTS
FULL HLIGHT ANCHQ& FULL HEIGHT ROD FULL HEIGHT ROD 5364
WALL SEC11ON THREADED ROD INSTALLATION .CHART 4 F I ULL HEIGHT ROD AL I ERNATE SHEET
ft** a i I HOLD DOWN ATTACHMENT DETAIL 16 GIRD
HEIGHT WOOD FRAME WALL ANCHOPJNG SYSTEM rl"3 ATTACHMENT: ' rl*4 FULL HEIGHT THREADED ROD ER / BEAM STRAPPING
\,swj THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN ALTERNATE 0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Soo]
SHEET 2 OF 9
5 8d
E H
OF S
SHEA
e
PE
OD
Al m
AX.IMENO
'4z QJ
D
FILE COPY
OVERLAP SIDEWALI.
TOP PLATE
OVERLAP SIDEWALL
TOP PLATE FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP
ALWAYS PLACE
HEADER AT PLATE TO HEADER WITH LSTA12 0 32" O.C. PER PLAN
TOP OF ROUGH ANCHOR IN LIEU OF THE H2.5A STRAPS ROOF
GARAGE OPENING PER PLAN. FRAMING
-5/11"0 THREADED ROD
HEADER . . . . . . . . . . . . . . CRIPPLE
i w/3x3x/4* PLATE
. . . . . . . . . . . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. STUD SECOND STORY
TOP PLATE ELEV.
HEADER AT PACK WITH 2-ROWS OF 16d (ONE IN SIDE
TOP OF RO(JGH . . . . . . . . . . . . . . . . . 11/2
RING SHANK NAILS 0 12" O.C. . . . . . . . . . . . . . . . . WALL) GARAGE HEADER, GARAGE HEADER, Lou Pontigo and
OPENING > MAX q
A2)20ga STRAPS' 11 SEE PLAN-\ SEE PLAN Associates, Inc.
HEADER TO JACK �o
ATTACH GARAGE DOOR THRU
1 1 -7 420 Osceola Avenue
3HT BUCK DIRECTLY INTO EXTEND HEADER TO
(2)2x6 KING STUDS H TT5 W/ r FRIG T p TO S JD
STUD PACK, PER GARAGE DOOR FAR SIDE OF WALL
(2)2x6 JACK STUDS THREADED ROD--\ (2)2x6 (2)2),6 SPF 2 ASSHOWN. 0 H2.!tA@ 32" ON-CENTER Jax. Beach, Florida 32250
SUPPLIER ...
JACKS OR SDWC1 5600
EPDXIED 12" N AND Q ... SIMPSON H\3 Ph. 242-0908 Fax.241-9557
4'-O*X4'-O" PIECE OF WALL 11 TOP & BOT. OF FL:CA#8344 SO CA#3579
EADER TO JACK STUD CRIPPLE STUD
HTT5 w/ KING!\ SHEATING INSTALL AT UPPER (2)MSTA24
HTT5 w/ (2)MSTA24
(2)2x STUD CORNER,\ THREADED ROD ... CORNER 1" BELOW GARAGE HEADER %- THREADED ROD MSTA24 STRAP EACH 0 32" 0.C.
EPDXIED 12" ... ON EXTERIOR STUD (TRIMED AS DETAIL A SIDE OF HEADER
0 067 0621251,1 SHOWN) EPDXIED 12"
P.T. SOLE PLATE,�,,
GARAGE HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX N
SOLE PLATE AILS ALWAYS PLACE !Y4
"It
V FLOOR H 75 w/ z
ANCHOR 53fi" THREADED ROD THREADED ROD IN 3;* GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING HEADER AT . . . STUD TO LOWER FIR C0 EN ` 4%
SOLE PLATE_/ EPDXIED 12" EPDXIED 12 (STUDS, BLOCKING & SILLS) TYP. TOP OF ROUGH MSTA24 OR CS20 STRAP 41 00
ANCHOR GARAGE WING WALL SECTION OPENING 0 32" ON-CENTER 0
A 71
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS JACKS AND KING No.
THICKENED SLAB EDGE
AT GARAGE OPENING. STUDS PER PLAN. 2 MSTA24 OR CS16 KING S'RjD TO LOWER
STRAP EACH EN
D EAMING 2 MSTA24 ORA
4 E*ADE'D,ROD (0\�ER`AIDbITIONAL VOUJ3 :PLATE I BETWEEN OF WALL SEGMENT CS2 STRAPS STATE 0
S DS DRILLE -w 12" EMBEDMENT & 3XV/4"I WASHER.
L Av D AND EPDXIED P-T. SOLE
NOTES: Le SOLE PLATE ANCHOR—,
%
PLATE
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. THICKENED SLAB EDGE AT OR 1.
11 11 eve"em
F7
22 HI
7AP
TER
GARAGE OPENING. 2ND FLOOR ELEV.
GARAGE WING WALL ELEVATION %)'/ONA\.
4 44
Ch ri stopher j S a bou ri n P E
FL PE#71461
M
WOOD BEA
GARAGE HEADER FRAMING 2 GARAGE PORT� L WING WALL GARAGE CENTER WALL FRAMING 4 NVENTIONAL STRAPPING DETAIL R"SUNS DATE
/ 2
VSO.3j SCALE: 3/4- 1 1-0. Tw
SO.2 THIS DETAIL ONLY APP ES WHEN NOTED ON ,PLAN (24R*���Co�w
Zj�A' �so THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
4 0 0 4 4 0 j 0 e000
RRD ALTERA-nON
0
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
STUD TO TOP PLATE- ov MAKING ANY STRUCTURAL RED
MODIFICATIONS WHICH MAY VARY
SDVC1 5600 SCREW.--/ FROM THE INTENT OF THE ORIGINAL
0 32" O.C. ROOF SHEATHING PER CONSTRUCTION DOCUMENTS.ANY
1-MTS12 STRAP CONSTRUCTION SPECs FIELD ALTERNATIONS MADE PRIOR TO
0 EACH RAFTER APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
10d COMMONS ITIONAL ENGINEERING OR
2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c //-1/2"x`10" S.S LAG BOLT INSPECTION FEES.
STUDS TO TOP PLATE STUD TO BOT PLATE
SCREWS 0 16"O.0
w/3-#8x3X" WOOD-,,-,. CONSTRUCTION SPEC's ROT PLATE TO TRUSS SDWC1 5600 SCREW. 2x6 SPF#2 RAFTERS
2x6 SPF#2 RAFTERS Y47x3JJ" LAG SCREW 0 32" O.C. 0 24*o.c
ALIGNED w/ STUDS WITH ROUND WASHE
AT EACH FLOOR TRUSS--\ 2x6 SYP#2 LEDGER
R
H2.5T
w/2-1/4NIS" SDS
SCREWS 0 16"o.c z
--------------------------
2x4 SYP#2 LEDGER 2m 2K
w/2-#8x3X" WOOD—,.-� 5-10d NAILS U
SCREWS 0 16"O.0 6x6 POST SEE PLAN--"� WOOD BEAM PER PLAN 4< Ln
----(2)H2.5T
1-H2.5
T 0 2x4 SPF#2 JOISTS CEO CEO CEO Cm CEE STUD TO BOT PLATE* N,--z4x4 HORIZONTAL LEG
EACH JOIST ALIGNED wl RAFTERS ROT PLATE TO 'MUSS TRUSSES PERPENDICULAR! TO WA—L ABOVE SDWC1 5600 SCREW.
Y4"x3jIf LAG SCREW 0 320 O.C. 3-10d TOENAILS
%%8" LAG SCREW
RECESSED
NTH ROUND WASHER EACH SIDE
ARCHITECTURAL 24" O.C. 4x4 DIAGONAL
BRACKET
WALL FRAMING elm %"xB" LAG SCREW
SEE PLAN RECESSED
4x4 VERTICAL z
ALL EWOSED METAL ALL EXPOSED METAL
CONNtMRS AND TRUSS OR BEAM PARALLEL TO WALL ABOVE CONNECTORS AND
FASTENERS SHALL
BE STAINLESS STEEL FASTENERS SHALL
BE STAINLESS STEEL
S WALL STRAPPING DETAIL SHED ROOF BRACKET DETAIL Uj
r5 HIED ROOF BRACKET DETAIL
\,S0.Z/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLA14 \�%..2 SCALE: 3/4" 1'-0*
V)
Uj
Z
low—
t4-12d TOE
ROOF NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS
TRUSS 0 24" O.C.
0
H3 Q8. H2.5T HURRICANE CLIP 0 EA.
OUTLOOKER TO TRUSS.
GABLE TRUSS PER_/ TRUSS BOT. CHORD TO
PLAN GABLE BRACING TRUSS
w/8d 0 12- O.C.
FASTEN *TOP CHORD"
WALL SHEATHING UP GABLE BRACE TRUSS TO MISC
GABLE END TRUSS.
Z,// WALL w/8d 0 6* D.C.
y z
FDA
%MING
FASTEN GABLE,BRACING
TOP PLATE
TRUSS TO WALL �010)8d DEPTAILS
BELOW
EA.), END
GABLE BRACING TRUSS
TO WALL. SEE EECTION
A-A SECTION A—A
0.13lx3* TOE NAILS 0 8*0.C.
FROM BOT. CHORD OF TRUSS
TO DBL TOP PLATE THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
TRUSS BOT. CHORD TO GABLE ARCHITECTURAL DRAWING
BRACING TRUSS w/8d 0 12" O.C. LSTA12 0 W O.C. OR DBL TOP PLT
TO GABLE TRUSS BOTTOM CHORD W/
SDWC15600 0 36" O.C. OMIT IF ILAN NAME
SHEATHING OVERLAPS GABLE 12m MIN
CATALINA-SHINGLE
DESIGN/DRAWN/CHECKED
/008 GABLE END BRACING CS / JB /LAP
VS 0.2,
DATE
06.21.16
SCALE
AS NOTED
LPA No.
TOLL-16-00361
CONTROL No.
5364
SHEET
FILE COPY SO*2
OF 9
SHEET3
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
QU
ORC GARAGE STEMWALL
CONNECT MONO TO w/,#4, 24 O.C. SEE 3/S1.01 (TYP.). 420 Osceola Avenue
STEMWALL w/2-#5x3O" lax. Beach, Florida 32250
DOWELS EPDXIED 4 to Ph. 242-0908 Fax.241-9557
S1.01 M IN. (TYP.). S1.01 3 F L:CA#8344 SC.CA#3579
S1.01
-A
------------------------------ b. ----- -------
w j J V\ Ry"d
3
Q
No.
4" CONCRETE SLAB w/ 16 -0 4'-6
-7, A---�-----------�7
FIBERMESH @ 1.5 LBS/CU.YD. 10
OF CONCRETE OR 6x6 W1.4xW1.4
4> S F
WWF ON 6MIL VAPOR BARRIER -4
c i
-j 1. 1
IN PREPARED GRADE.
6 ON
\'S1.0) SAVICUT
�Si.oij Christopher j Sabourin PE
PAVERS /8\
BY OTHERS FL PE#71461
or
Xt r,4 r%11 111w REVISIONS DATE
12$-lit$ L-
F
6
S1.01 T77T
<
Cn
r4 T7 je"007111��ALTERATION
El S1.01
0 A1000'�6 CONTRACTOR SHALL CONTACT LOU
PONTIGO Ek ASSOCIATES PRIOR TO
e, MAKING ANY STRUCTURAL FIELD
.01
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
PROVIDE 2-#4x4 opt SAWCUT CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
CORNER CRACK BARS BEING APPROVED BY LOU PONTIGO a
0 LAIn ASSOCIATES MAY RESULT IN
AT SLI La Ivelt-, ADDITIONAL ENGINEERING OR
C4 INSPECTION FEES.
0
^8 0
�'Si.o)
0 6
STAIRS
6 BY BUILDER.
S1.01
12x12 MASONRY PIER BELOW LD
ARCHITECTURAL COLUMN
ABOVE. TOP OF PIER IS 6 .5 -7
ABOVE PAVERS. REINFORCE 0 1
F F !.0 LU
w/2-#5 VERTICALS (TYP.).
CN I. LILU 1 L
L %
L _J H /1z In
00
F2.0 Co LLJ
CID -I S1.01
3 9 1 C to Lo 91 so to
4 1,29-4`9129-7" 1, 4 3 41-5 to 9 $_i opf
ele 40 29- 6
PAVERS
BY OTHERS F2.5 2
PROVIDE SAW CUTS PER
S1.01
Sim
2/S1.0, BUILDER TO
COORDINATE WITH FINISH
L 8 LLJ
- FLOOR MATERIAL.
S1.01 Ln
_4
CONNECT MONO TO
PAVERS
STEMWALL w/2-#5x3O
L 6 BY OTHERS DOWELS EPDXIED 4 C)
S1.01 M I N. (TYP.) LU
��_o 1 //6
Lr) 00
��-o 1
^8 ---- - - - - -- - z - - - - - - - - - - - -
0 V
S1.01 PAVERS S1.01
BY OTHERS
0 0
PAD FOOTING, SEE
rr DETAIL 9/S1.01 (TYP.). U
+
- - - - - - - - - - - - - -
Fpi:A F.F. A A A X X si X '4
El
CONNECT MONO TO F2.0 F2.0
S1.01 STEMWALL w/2-#5x3O"
1.01
DOWELS EPDXIED 4 to
MIN. (TYP.).
FOUNDATION
PLAN
FOUNDATION PLAN
SCALE' 1/4" 1'-0" DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
FOOTING SCHEDULE AND NOTES PLAN NAME
CATALINA-SHINGLE
BOTTOM BARS DEPTH WDTH LENGTH TYPE
DESIGN/DRAWN/CHECKED
3-#5 EA. WAY BOT. _0" 2*-Om 2$-Opp F2.0 CS / JB /LAP
3-#5 EA. WAY BOT. -on 2P-6" V-60f F2.5 DATE
3-#5 EA. WAY BOT. 10_0" 30-0* S-OP) F3.0
06.21.16
4-#5 EA. WAY BOT. it-on 3'-6" S-61) F3.5 SCAL E
4-#5 EA. WAY BOT. 10-0" 4s-O$* 4*-O*p F4.0 AS NOTED
4-#5 EA. WAY BOT. it-on 41-6" 4P-6to F4.5 LPA No.
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE TOLL-16-00361
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT.. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR CONTROL No.
REFERENCE ONLY. 5364
SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
10
3 SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE NTH ASTM D 1557. FILE COPY
S100
Elm,
_ZDOWE(LS EPI
M IN. TYP.).
7 rl
-6"11
t U
o 0
ET 4�OF�9 ��
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS.
AND ANCHORAGE PER CONSTRUCTION SPECS.
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
SO E PLATE ANCHOR,
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1—#5 CONT., PROVIDE SEE 7B/S1.O1 8" CMU OPEN BOTTOM LINTEL SE 3/SO.O Lou Pontigo and
4'-0" HIGH, NOTIFY E.O.R.
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHESP CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN
L 420 Osceola Avenue
PERMANENT LATERAL jax. Beach, Florida 32250
SLAB ON GRADE, 51 SLAB ON
SUPPORT DETAIL. , . 0 1 -7 Ph. 242-0908 Fax.241-9557
SEE PLAN. GRADE -
4 A
F L:CA# 8344 SO CA#3579
SEE PLAN.
4
�4
GRADE OR CONIC.
SLAB, SEE PLAN. \
#4 DOWEL TO MATCH VERT.
0.C.
v
I aN SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON ''
At 4 #4 VERTICAL DOWELS 0 24
STEMWALL SCHEDULE 4 * 4
STEMWALL REINFORCING (SEE GRADE— 77,7
4 90" BEND INTO FTG.
PLAN. MAINTAIN MIN. SLAB THICKNESS. Id No.
CmU 00 SEE PLAN
I�\ SCHEDULE) w/ 6" HOOK INTO
REINFORCING '4
COURSES a
FOOTING. LAP VERT REINFORCING
4
25 117� STEMWALL IS GREATER 4
S F
A,,
P$O IN
7 TO 10 #4 VERT. 0 24 4 STEMWALL, SEE 1/S1.O
d �- ONTINUOUS CONCRETE
'(3) COURSES.
1 TO 6 #4 VERT. 0 48 C. THAN 0 Uj S
.C.
ftma
CONf. CONCRETE FOOTING
11 TO 12 #4 VERT. 0 8-O.C. /-3" CLEAR FOOTI N G NA
STEMWALLS OVER 6 COURSES TO 8"d x 16"w el—STORY, w/(2)#5 CONT. TYP
Christopher J Sabourin PE
HAVE TRUSS TYPE HORIZ. JOINT $* 2—STORY, w/(3)#4 OR (2)#5 CONT.
REINF. BETWEEN EVERY OTHER 1 0"d x 20 w 10 op x20" FL PE#71461
COURSE. FILL CELLS SOLID.
w/ 2—#5 CONT. DATE)I
STEMWALL FOOTING r7� FOOTIN( w/ SHOWER RECESS rT� GARAGE STEM WALL
S1.01 SCALE: 3/4" = V-0" ��.O 1 (IF REQUIRED) S1.01 (IF REQUIRED)
kl-�
TYPICAL WALL FRAMING AND ANCHORAGE FIELD ALTERATMN
PER CONSTRUCTION SPECS.
CONTRACTOR SHALL CONTACT LOU
PONTIGO E ASSOCIATES PRIOR TO
(1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD
A,- MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CORNER BARS (TYPICAL) CONSTRUCTION DOCUMENTS.ANY
STEP, SEE
FIELD ALTERNATIONS MADE PRIOR TO
12" HOOK INTO SLAB. BEING APPROVED BY LOU PONTIGO&
ARCH. ASSOCIATES MAY RESULT IN
(4" MAX.) ADDITIONAL ENGINEERING OR
EQUAL TO SLAB INSPECTION FEES.
THICKNESS.
SLAB ON GRADE 7B @ SLAB RECESS
SEE PLAN._.,*,_
ACCEPTABLE WITHOUT
WALL FRAMING INCREASE OF FOOTING
WALL FRAMING SIZE.
1 DEEP SAWCUT w/ SLAB ON GRADE, 1 4<
8" CMU STEM WALL W/ —2—#5 CONT.
ELASTOMERIC SEALANT], /SEE PLAN
SLAB ON
SLAB ON
'A 4
GR / '
90* BEND INTO FTC. STEP, SEE ARCH. PLAN.
#4 VERTICAL DOWELS @ 24" O.C. Uj L GRADE,
t, 1, ADE—
SEE PLAN SLAB ON
7 SEE PLAN.
4,1 GRADE, 41
NOTES: -t-SEE PLAN. 00
0 4.
TO CREATE 4
1) PROVIDE SAWCU 4 4 Uj
APPROXIMATE 16' X 1.6' iMAX. SQ.
CONTINUOUS CON CRETE----`0000e'0?
Z_
FOOTING 3" CLEAR-\ 2) SAWCUT CONC. SLAB WI �HIN 4 TO
12 HOURS OF CONC. PLAICEMENT. OPTIONAL 809 3"
i 4<
TYP i 1
1—STORY, w/(2)#5 CONT.
8%20" X 1 —STORY, w/(2)#5 CONT.
2"' FLAI R - 1 1600
10 x20" 2—STORY, w/(2)#5 CONT. CL
—STORY, w/(2)#5 CONT.
8"x2,0" 2
w/ 2—#5 CONT.
Lij
6 rT�
r4 STEMWALL AT GARAGE r5 SAW CUT DETAIL BEARING AT INTERIOR MO,NO. FOOTING AT STEP-DOWN
\11�-o 1 SCALE: 3/4" V-0" \�,�-O 1 S1.0 \,�.�-O 1
LIJ
z
00
C) 0
TYPICAL WALL FRAMING
U
AND ANCHORAGE PER
CONSTRUCTION SPECS.
MATCH DOOR 4
WITH, SEE ARCH RECESS
SLAB ON
PAVER BY
4. GRADE,
SEE PLAN. BO BEAM w/1—#5 OTHERS
-43 S�LAIB
PAVING MISC
GRADE
2� Ar P L AIN. BY BUILDER
SEE CONCRETE STAND—OFF PAD TO
FRAMING
12"A 2" 1#5 CONT. X
X 4 '14
MATCH ARCHITECTURAL COLUMN WOOD POST DETAIL 1013 8" MASONRY
< 00
PER PLAN. E.J. "'Vi t,-'_',,�.,��-
:2 DIMS. FOR BOX COL. w/#3 STEM WALL w/
I- . i DETAILS
A MATERIAL
C) 1 4 @ 48" O.C.
z 4 HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE C4
0 -0 SLAB ON GRADE OR ONC. —#
BRICK VENEER, CN CLOSED TIE AT TOP\ PER CONST. SPECS. N
ALT. FOOTINd AT RADE, SLAB, SEE LAN.
2
SEE ARCH.
I-A N 0 T/PAD = HOUSE PAVERSBY SEE PLAN.
BUILDERS DITRIETION.
FINISH FLOOR OTHERS
3 @ 48" 0.C.
00 NOT SCALE DIMENSIONS FROM
�Z__Fr F. T�; I_171
ROD CHAIRS (TYP.) THESE DRAWINGS.IF A DIMENSION 6
THICKENED EDGE UNCLEAR REFER TO THE
8'3'x8pp
ARCHITECTURAL DRAWINGS OR
-4
00 T. ;1 —Ill I A -I.. .
12 1—STORY, w/(2)#4 CON w/ 1—#5 CONT. [DETAIL 1 OA
16 2—STORY, w/(2)#5 CONT. 1 -7
PLAN NAME
CONCRETE FOOTING #5 CONT. CATALINA—SHINGLE
6 6 x8" EXTENSION FOR BRICK DESIGN/DRAWN/CHECKED
BRICK LEDGE DETAIL LEDGE ADD 1—#5 CONT. (SEE PLAN) 9" THICK x 20" WID CS I JB /LAP
DATE
"R S 06.21.16
r8 MONOLITHIC EDGE FOOTING PAD AT Box, COLUMNS THICKENED SLAB fle`071 ICH TEM WALL w/ PAVERS
SCALE
SCALE: 3/4" 1'-0" S1.01 SCALE: 3/4" AS NOTED
1\1�_O 1 \1k�-o 1
LPA No.
7
TOLL-16-00361
CONTROL.No.
5364
SHEET
FILE COPY S1601
SHEET 5 OF 9
8
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SV. 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0 . ......
3" O.C. EDGE & 6" O.C. "IN THE
FIELDO
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING 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 FL:CA#8344 SC:CA#3579
SEE DETAIL 3/S0.1 FOR STRUCTURAL BRACKET 1P
SUPPORT TRELLIS
BEAM CONN. (TYP.). SEE DETAIL 2/SO.2. MEMBERS. SHEATH W A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
Inv."
//-GARAGE WALLS PRIOR TO 0 a*,,'
(2)2x8-1/1 (2)2x8-1/1 OSB WALL (2)2x6 D
(2)1.75xl6" 2.OE LVL e- BRACKET INSTALLATION.
LE ATH I IN!6. 1 %* A307 DIAMETER FULL HEIGHT V
SEE DETAIL 7/SO.2 X5
No.
A307 DIAMETER THREADED
FASTEN TOP OF 2x6 S)PF#21 ROD TERMINATES AT FIRST FLOOR
-R -PqST TOP PLATE, SEE DETAIL 12/SO.1 00% STAT F
7\
%
DETAIL 5/S0.1.1 r _j A307 DIAMETER THREADED
TRUSS T14 ABOVE < I ROD TERMINATES AT FIRST FLOOR %
WALL PE
(95 TOP PLATE, SEE DETAIL 12/SO.1 goo
> 0
_j 4j'/01VAL
_j >
_j
Uj TRELLIS MEMBERS PER
Ld 0 2 SIMPSON HTT5 SEE DETAIL 15/S0.1
0 STRAP HEADER PER < N ARCH. FASTEN
C'4 of ;:7, 1 Christopher J Sabourin PE
DETAIL 7/S0.1. < 04 w/ SDWC15600 SCREWS.
FL PE#71461
to N
to I 1 (3 x 6 SPF -' (2)JACKS0 & (2)KINGS SIMPSON DTT2Z SEE DETAIL15/S0.1
0 00 1
�0 N X THIS END OF HEADER.
X r- ON! POS
X
DATE
TRUSS F1302 ABOVE
(A SIMPSON LIT20B SEE DETAIL15/S0.1
ool�
N T_
(3)2x6
SPF#2 12* LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
PUSI. SEE DETAIL WITH 5-10d COMMONS
(2)JACKS & 3/SO.2, SIM. WALL STUD SCHEDULE
(2)KINGS THIS
6x6 P.T. SYP#2 POST iAJ A I I PLATE STUD SIZE
4 01� rl%L- I I END OF LOCATION HEIGHT & SPACING
w/ABU66. SEE DETAIL SH ING. HEADER. W-1.
2/S0.1. (TYP.).-\\ _j EXTERIOR MAX 2X4 SPF#2 0 16" O.C. rRIEW ALTMATM
Ld EXTERIOR 101-1 2x6 SPF#2 0 16* O.C. CONTRACTOR SHALL CONTACT LOU
> _j rw;-�
0 MAX 2x SPF#2 012 O.C. MAKING ANY
< 1�11 EXTERIOR 1.01-1 TO MODIFICATIONS WHICH MAY VARY
FASTEN TOP OF m 1- 04 2x6 SPF#2 0 16m D.C.
1;0 < 14�-Ow FROM THE INTENT OF THE ORIGINAL
)2x6 SPF#2 WALL PER 0 10*-0" CONSTRUCTION DOCUMENTS.ANY
n CL > INTERIOR MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
DETAIL 5/S0.1. 0 _j BEING APPROVED BY LOU PONTIGO a
LLI 12*-0" 2x6 SPF#2 0 16* O.C. 2L ASSOCIATES MAY RESULT IN
q INTERIOR MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
_j LL_ < (D
> of INSPECTION FEES.
<
0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE MIS TABLE
bi
0 STRAP HEADER PER 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
Ld F_
c� CONTRACTOR MAY INCREASE STUD SIZE TO MEET
DETAIL 7/so.i. > ARCHITECTURAL REQUIREMENTS.
0
m
00 0///o", Eo 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
X X YELLOW PINE.
N
POST TO MATCH POST 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
N 0 POST TO MATCH POST
CD FROM ABOVE. PROVIDE I U
LL_ 00 (0 FROM ABOVE. PROVIDE 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
X SOLID BLOCKING WITHIN SOLID BLOCKING WITHIN :3 SEE DETAIL 2/SO.2. TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16- O.C.
V) N 4 Ln
lo-1 .1-N MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
V) C4 FLOOR SYSTEM. FLOOR SYSTEM. SHEARWALLS
E/ COMBINED USE PANEL NOTES
(4)2x6 SPF#2
".Xz SP 1. EXTERIOR WALL SHEATHING SHALL BE
6x6 P.T. SYP#2 POST POST. 5), F TINUOUS FROM BOTTOM PLATE TO UPPER MOST
+ IPX() SPF#2 CON
w/ABU66. SEE DETAIL 61 F OST.
TOP PLATE. SEE DETAIL 1 0.1 FOR SHEATHING
POST. /S
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
2/S0.1. (TYP.). U Lu
Im
n 0 2. SEE SHEET SO.0 FOR WALL SHEATHING
HEADER TO JACKS TRUSSFG01 ABOVE z
> I SPECIFICATIONS.
w/ (2)MSTA24. _j -;.3 40 4<
0
m 3. UPPER MOST TOP PLATE SUPPORTING ROOF
I Ld 0
(,3)2x4 ISPF#2 POST LL_ MEMBERS SHALL BE STRAPPED AS SHOWN IN
00 > 1<� -
00 STRAP EACKEND OF V) 0 < DETAIL I/SO.O
U) m X N
Cq Ld e-s
HEADER4/�MSTA24. (3)2x4 SPF#2 < 0-1*1 T_ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
LL
v) POST. CL 3/SO.O
-j
I STRAP HEADER PER X
STRAP HEADER PER UD U, GENERAL NOTES
_j t- X
> 5! DETAIL 7/S0.1. DETAIL _' /S0.1. to - N
_j 2x6 �PF#2 012 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
6x6 SYP#2 POST FULL HEIGHT WAL SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
0 0
SIZES AND SPACING. AT GIRDERS AND BEAMS,
w/ABU66. PRO\ADE STUDS BELOW TO MATCH BEAM/GIRDER
C� N_�Y-
PLIES.
Lo X
T_ to to 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
X OSB WALL X
r- I SHEATHING SPECIFICATIONS.
04 0
SHEATHING.
TRUSS T25 ABOVE C3 04
04 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
ro
00
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
(2)2x6 SPF#2
POST. STRUCTURAL
1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
D-RR MCKET PER 3/SO.O
HtAIDER TO JACKS TRUSS T20 ABOVE 04 co L -A V)
A
DETAIL 5/50.2
wl (2)MSTA24. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
(TYP.).
00 q q ATTACHMENT PER DETAIL 5/S0.1
X
'CIO SW 390/619
U
SEE DETAIL 3/S0.1 FOR 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
FASTEN TOP OF CN C,' \\- TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
--,1 1,0-, BEAM CONN. (TYP.).
CN
WALL PER
7. AT PORCHES. SEE DETAIL 2/S0.1 FOR FRAMING
DETAIL 5/S0.1.
AND HOLD DOWNS
X1
L5 -------L-94mr- )2x6-1/1 CS-18 STRAPPING DETAIL
(2)1.75xl 6" 2.OE LVIL
(2 x6-1/1 (2)2x6 1/1 C:2)2x8 (2)2x6-1/1� 6x6 P.T. SYP#2 POST CS1 8 STRAP w/ 10"
\-w/ABU66. SEE DETAIL -4- END LENGTH. FASTEN IST FLOOR
2/SO.1 (TYP.). THIS END w/ 9-10d.
z FRAMING
wo
WALL FRAMING
PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
FIRST LE�VEI_ WALL FRAMING PLAN SOLE PLATE ANCHOR. SPACING SCHD OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
Uj ARCHITECTURAL DRAWING
SCALE: 1/4" 1'-0" ALL EXTERIOR WALL 42m O.C. WALL FRAMING;-/
UNLESSi OTHER NOTED
SHE�IRWALLS CS18 STRAP w/ 10" PLAN NAME
24" 0.C.
END LENGTH. FASTEN
(SW �d*,301/60') CATALINA-SHINGLE
THIS END w/ 9-10d. r
DESIGN/DRAWN/CHECKED
SOLE PLT 0 0 MEN NOTED ON PLAN
SEE NOTE 2 CS / JB /LAP
DATE
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
06.21.16
3/SO.O
S CALE
2. ANCHOR SPACING SHALL BE AS NOTED. FOR AS NOTED
EX�MPLE - SOLE PLT 0 36" 36"
ON I-CENTER SPACING LPA No.
TOLL-16-00361
CONTROL No.
5364
SHEET
FILE COPY
S161
�'�SH�EET 6�OF�9 ��
X.
1 1ILL-9 *Lj
`Ij
SYMBOLS LEGEND
Products Floor Truss Connector List HTS16 DESIGNATES UPLIFT CONNECTION.
PlotlD Length Product Plies Net Qty Manuf Product Qty FRAMING PLAN NOTESa
1. FOR TYPICAL ROOF SHEATHING AND MAMING, SEE SHEET SO.O.
If 4 4 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
FB02 22-11-00 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP USP JUS24 6 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5=
F1301 6-06-00 1-3/411 x 16" VERSA-LAM@ 2.0 3100 SP 2 2 1 4. MEN USING (2)H2.5T CLIPS ON 1'/2" VADE LUMBER, PLACE CUPS
USP THD26-2 4 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
USP THD46 8 Lou Pontigo and
USP THDH26-3 1 TRUSS Associates, Inc.
420 Osceola Avenue
SHEATH CONT. THRU FASTENING DETAILS Jax. Beach, Florida 32250
2 LOW ROOF TO 2ND Ph. 242-0908 Fax.241-9557
SO.1 LEVEL BOTTOM PLATE. FL:CA#8344 SC:CA#3579
_j 1 1 1 SOA 'T-
o 04
T45 F05 C3 F19 �i V
Of (0
CL in HTS16 Y)
C) V__
F06 THD46 CNNI r
Q
i I> W W 14ZT E
F18 I G.
r2 :)S13 BLOCKING 0 in (2)HTS1 6 -0
SO.1 HTS1 6 111— Lo J23 4
DANEL PER F06 _NNN', Z INN. o.
F-
J� _
S.
=< F- TAT
F06, _U %
04 N C`N1 (14 C4 CN C14 en lot %
T15
X
U- I.L. U. U_ U- U_ U_ U_ U_ U-
SHEATH CONT. I JSIDE EDGE OF WALL T16
STUD DIRECT
THRU LOW ROOF F ABOVE. FASTEN EACH—/ BELOW TRUSS TOP PLATE TO NAL
-- -- -- - - TO 1ST LEVEL END w/ (4)10d. T17 2)HTS16 SDWC15600 STUD SDWC15600 --fl"Ifflow-0
BOTTOM PLATE. (2)HTS16 Christopher j Sabourin PE
F72x8 SYP#2 LEDGER cl (0 l(O Co I co F to I? WATERPROOFING
IT V 'q_ IT (0 r�WMSONS DATE
,INSTALLED OVER 0 0 0 0 0 04 1
3: 2: :z :E X T_ X X X IS RESPONSIBILITY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEATHING. FASTEN T18 OF BUILDER.
Rafter to Top Plate shown
wl 7-10d @ 24" O.C. Fn JUS24
11 1 F, Truss to Top Plate similar
T19 2)HTS16
- - - - - - - - - - F
IV ILI
JUS24
-N1 08 T19 (2)HTS1 6
(2)HTS16 THD26-2 30'
"'N F09 6�13 13�6CKIN'6 PA�L T18 RELD ALTERATM
PER DETAIL 5E/SO.1. IUS24 QS13 BLOCKING PER
Ll I I CONTRACT
T19
F10 MAKING ANY STRUCTURAL FIELD
�oo 1A BELOW TR ISS
WHERE SHOWN. MODIFICATIONS WHICH MAY VARY
JUS24 '�"Mox
CONSTRUCTION DOCLAIIIENTS.ANY
F11 T19
ASSOCIATES MAY RESULT IN
U_ ADDITIONAL ENGINEERING OR
7__1D THD26-2 STUD SDWC15600
THD26
F12 T1 8 bLQJL 1. Sloped-roof rafters may be sloped up to and including
JUS24 a 12:12 pitch and must be *birdsmouth* cut.
r 0 WF011 11 (0 0 (0 W (0 W CID CC
:3
THD26 Reference detail 4 for installation instructions.
F12 U_ Li- U_ U_ U_ U- U_ U_ LL T19
CIO JUS24 (2)HTS1 6
2x8 SYP#2 LEDGER. CD SIMPSON SDWC INSTALLATION RANGE
-- - - - - - - - - - - -
F13 T19
log
F12 FASTEN wl 7-10d U-
2)HTS16.
PORCH CEILING F14 @ 24" 0.C T18
FT03
SHEATHING. SEE—NNN,,,,NNNN THD26
I I I I I I I
F I V%?
DETAIL 2/S0.1. F15
CN &0
IN 0
Z) D EJ1 1
77 CO
2)6 SFFh2 0 121, C
WAUZ.
JUS24 LL HEIGH
FG01
7
T31
(2)MSTA24 C%4 04 LU
,410M.",-,� I I N�_(2)HTS1 6 OR JUS24' H TS 16 ON N�2
(4)HTS16
T30 MSTA24
(2)MSTA24
T�
- - ---- --- --
7
HLTS1 6
7) BELOW TRUSS
T28 ri 8 SDWC15600
zz T10 �.2
< LU
hg1c Reference detail 2a for installation angle limit
T27; EJ12
V)
iL
' ' T26
- - - - - - - - -- --
GABLE END BRACE Rafter to Top Plate shown
A (Truss to Top Plate similar)
TRUSS, SEE
5
SO. 0 LU
ETAIL 8 SO.2.
HTS1 6 z
(2)H TS1 6 (2)2x6 RAFTERS 1-10
_' /- - - - - - - - - - - - - - - - - - - - - - --- - - STUD NOT DIRECTLY 00
T20 @ 24" O.C. SEE - E 11
BELOW TRUSS
N DETAIL 5/SO.2. I. U
Ay N
Do not install SDWC in
J35 5 hatched area
Go 00 Go 00 LO Lo Lr) Ul) �-N IN- IN- fl- 0
qW Go N ce) �SO.O
re) M ce) LO
W W N SDWC15600
0) Q a) CF) cr) 0) W W
W JU W LU W W W J33
W W /2\
Uj lui LL W N SOA
IL
_j j 1/2' MIN
Ove A�ang
J31 Jul 2* MAX
V t t 1 11 9 ift'Arl//vl/llov'41 le-Y-21-7--o-11n V 11 11
SDWC INSTALLATION RANGE
2
2 5
SOA
SO.1 SO.0 PORCH CEILING FLOOR AND
SHEATHING. SEE
DETAIL 2/S0.1. ROOF TMD U11 S IS
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Truss
PLACEMENT
X"" minimum edge
FLOOR AND ROO= TRUSS PLACEMENT PLAN distance for full
11!. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
SCALE: 1/4" 1"-0" i values (with or Splice may be in upper or PLAN
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 Without a plate lower plate
SCREW UNLESS OTHERWISE NOTED splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
JC from top plate CONTACT THE E.O.R.
splice Offset
for full values STUD NOT DIRECT PLAN NAME
BELOW TRUSS
CATALINA-SHINGLE
DESIGN/DRAWN/CHECKED
CS / JB /LAP
DATE
06.21.16
SDWC AT TOP PLATE SPLICE
SCALE
ASNOTED
LPA No.
TOLL-16-00361
CONTROL No.
5364
SHEET
FILE COPY
S102
J1
_37
N
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
Sm, SHEARWALL SHEATHING TO BE APPLIED.
8d 0 1 DESIGNATES 8d COMMONS 0
3* O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KINC STUDS NEEDED Rim
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Assoc i a tes, I nc.
6S-1/1 JACK/KING STUDS NEEDED FOR
I SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
V A307 DIAMETER FULL HEIGHT
X THREADED ROD. SEE DETAIL 12/SO.1
A307 DIAMETER FULL HEIGHT 50 F_N
X5 THREADED ROD, SEE DETAIL 12/SO.1 4�
A307 DIAMETER THREADED No. 4 1
ROD TERMINATES AT FIRST FLOOR
TOP PLATE. SEE DETAIL 12/SO.1
E F
S
A307 DIAMETER THREADED
A%
ROD TERMINATES AT FIRST FLOOR 4
(2)2x6 S �F#2 P'OS. T. (95
TOP PLATE, SEE DETAIL 12/SO.1
STRAP TO BELOW ONAL
w/ (2)CS1 8. SHEATH CONT. THRU SIMPSON H175 SEE DETAIL 15/S0.1
OW ROOF TO 2ND
Ch ri stopher j S-a bou ri n P E
SHEATH CONT. THRU (2)2x6 (2)2x6-1/1 C(2)2xl 0--:1/:2D ('(2)M-1/1 (2)2x8-1/1� LEVEL BOTTOM PLATE.
LOW ROOF TO 1 ST - - I I I i / V% SIMPSON DTT2Z SEE DETAIL15 0.1 FL PE#71461
LEVEL BOTTOM PLATE. TTT" 1 1 1 1
I I
CIP 00 00 1 00 00 00 REWSONS
00 DATE
V) V) V) V) V) V) SIMPSON LTT20B SEE DETAIL15/S0.1
0 0 0 0
Uj C'�
STRAP HEADER PER 8 12* LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
X DETAIL 7/S0.1. j 0f) V-,
I T_ 1� WITH 5-10d COMMONS
_j
C*4% I (pa (D] <
C14 1- (0
X WALL STUD SCHEDULE
_j 1 04
< I e-..
< 1 -1 04 V) SEE DETAIL 3/S0.1 FOR LOCATION PLATE STUD SIZE
0� LIJ HEIGHT & SPACING
^ F- n BEAM CONN. (TYP.).
V) 91-1. RaD ALTaZA110=N
4 EXTERIOR MAX 2x4 SPF#2 0 16" O.C.
POST 4x4 P.T. SYP#2 101-1 2x6 SPF#2 0 16* D.C. 2E CONTRACTOR SHALL CONTACT LOU
X Sal EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO
C14 0 PORCH BEAMS TO POST: (2)MSTA24 MAKING ANY STRUCTURAL FIELD
101-1 TO MODIFICATIONS WHICH MAY VARY
EXTERIOR 2x6 SPF#2 016- D.C.
--- POST TO TRUSS BELOW: (2)CS1 8 14!-0" FROM THE INTENT OF THE ORIGINAL
10*-0" CONSTRUCTION DOCUMENTS.ANY
(TYPICAL 4 PLACES). INTERIOR MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PON11GO&
INTERIOR 12'-Oft 2x6 SPF#2 0 16* D.C. ASSOCIATES MAY RESULT IN
MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR
INSPECTION FEES.
> > > CS18- STM NOWS,
(0 0 -2
X 0 0 (0 X I HUC210 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
04 m m m X -N
< < < C14 HANGER. 2
MINIMUM STUD SIZE AND SPACING ARE SHOWN.
C14 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
(0 (D (0
F- CS18 @ BO_'T0M OF STUD 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
YELLOW PINE.
V) V) 0 WHERE NOTED. SEE DETAIL CS1 8
X V) V) V) 1 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
"N => Z) I AT BOTTOM ! RIGHT OF PAGE.
ot� X Of
04 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
to EXTEND POST TO BOTTOM
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16- D.C.
Li CHORD OF TRUSS. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SHEARWALLS
X X
c_� 10 PROVIDE BLOCKING EACH
0
0
�FIELD
(0)
6
SIDE OF POST. COMBINED USE PANEL NOTES
CS1 8 1. EXTERIOR WALL SHEATHING SHALL BE
_j ONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
< TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
F- LIJ
LLI SPLICE LOCA71ONS FOR MULTI STORY CONDITIONS Lu
0 STRAP BEAM
r- I HUC210-2 2. SEE SHEET SO.0 FOR WALL SHEATHING z
X SPECIFICATIONS.
L1j EACH END w/ X -N I
0- -11 04 HANGER.
(2)MSTA24. (2)2x6 SPF#2 POST. CS1 8 "--% F� <
C14 3. UPPER MOST TOP PLATE SUPPORTING ROOF
_j STRAP TO BELOW MEMBERS SHALL BE STRAPPED AS SHOWN IN
(2)2x6 SFF 2
< DETAIL I/SO.O
3:: w/ (2)CS1 8.
POST. STR P
1 (2)9.25" LVL 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0- TO BE -( W X
------------WD Nei 1-1
I X 3/SO.O
< lo OF'o,
w/ (2)C 3' 8.
6 3Y:D#2 :)CST (2)2x6-1/1� CANTILEVER BEAM
V) S 'R,\P T D DC37j GENERAL NOTES
TO SUPPORT
B LOW VF/:'_ S 8 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
"0 L 2 1�- GABLE. (TYP.).
'e �0' <' X*-
31 11 F_ �� 0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
% C; _j SIZES AND SPACING. AT GIRDERS AND BEAMS,
tLi C� z/, 4 _j PROMDE STUDS BELOW TO MATCH BEAM/GIRDER
fL �5; / < PLIES.
12- C; STRAP BEAM TO C'4 3:
STRAP WALL PER Uj
_j Cn ;f<, 0
DETAIL 6/SO.2 (SIM.). I-" WALL w/ (2)HTS1 6. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
< < 3: SHEATHING SPECIFICATIONS. z
Uj 0
X C*4
LLJ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
0- < PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 00
< a_
w bi in TOGETHER PER DETAIL 6/SO.O
0 CID 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
N X LL_ 3/SO.O
C14
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ri- 0 0
ATTACHMENT PER DETAIL 5/S0.1
�b/
1.01- 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
X
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
XN AND HOLD DOWNS
ro \0'
2x6 SPF#2 0 12" 0.�- CS-18 STRAPPING DETAIL
FULL HEIGHT WALL. CS1 8 STRAP w/ 10"
END LENGTH. FASTEN 2nd FLOOR
THIS END w/ 9-10d.
z - FRAMING
WALL FRAMING wo
------------ PLAN
15
NO NAILS REQUIRED
IN CLEAR SPAN
FLOOR
TRUSSES---- A
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
SECOND LEVEL WALL FRAMING �LAN C-0 UNCLEAR REFER TO THE
1 0 WALL FRAMING z ARCHITECTURAL DRAWINGS OR
Uj
SCALE: 1/4"
LAN NAME
END LENGTH. FASTEN CATALINA-SHINGLE
CS18 STRAP w/ 10" r I
THIS END w/ 9-10d.
DESIGN/DRAWN/CHECKED
CS P
DATE
06.21.16
SCALE
AS NOTED
LPA No.
TOLL-16-00361
CONTROL No.
5364
SHEET
FILE COPY
Sle3
SHEET 8 OF 9
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)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICA-11IONS SEE SHEET �=
4. VVHEN USING (2)H2.5T CLIPS ON 11/2- VADE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Associates, Inc.
TRUSS
5 FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
SO.0 Ph. 242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
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STUD DIRECTLY
PORCH CEILING BELOW TRUSS TOP PLATE TO
52 SDWC15600 STUD SDWC15600
EJ53 SHEATHING. SEE Christopher ) Sabourin PE
JUS24 DETAIL 2/S0.1. FL PE#71461
52 1 bu SP
TRUSS TIE DOWN WITH SIMPSON SDWC
REVEAM DA-M
52
Rafter to Top Plate shown
Truss to Top Plate similar
J5-Z 6
Optimal 22V
U)
51 .1 1 11 .1 .1 D 3V
JUS24
T68 4x4 POST BEYOND. EXTEND
TO TRUSS BOTTOM CHORD. rFIELD ALTERA71ON
EJ54 PROVIDE 2x4 BLOCKING EACH CONTRACTOR SHALL CONTACT LOU
5 SIDE OF POST. FACE NAIL TO STUD DIRECTLY1 PONTIGO a ASSOCIATES PRIOR TO
BELOW TRUSS MAKING ANY STRUCTURAL FIELD
SO.0 MODIFICATIONS WHICH MAY VARY
POST w/ (4)10d. TOE—NAIL �*Max
FROM THE INTENT OF THE ORJGINAL
1 r,A CONSTRUCTION DOCUMENTS ANY
TO TRUSS BOTTOM CHORD
FIELD ALTERNATIONS MADE PRIOR TO
EACH END w/ (3)10d.
SDWC15600 TOP PLATE TO BEING APPROVED BY LOU PONTIGO Et
ADDITIONAL ENGINEERING OR
2x6 SYP#2 STUD SDWC15600
RAFTERS @
'Note: 1. Sloped–roof rafters may be sloped up to and including
24" O.C. a 12:12 pitch and must be *birdsmouth" cut.
EJ54 2. Reference detail 4 for installation instructions.
co co
N 2
so.1
THD26 F__ F_ SIMPSON SDWC INSTALLATION PZANGE
EJ54 TS16
62 T-02
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1V t SO.0
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72
5
SO.0 I�7_3 LLI
OVER—FRAME T73
LEOGER PER
DETAIL 5/S0.1.
72 STUD NOT DIRECTLY n
BELOW TRUSS ML.A—
SDWC 15600
Reference detail 2a for installation angle limit Uj
Roof Truss Connector List
V)
lb
Manuf Product Qty SDWC INSTALLATION
USP JUS24 26 2x4 PONY WALL OVER TRUSSES. FULLY
SHEATH EXTERIOR WITH OSB. STRAP
USP THD26 12 Rafter to Top Plate shown
EACH CORNER w/MST12 TO FRAMING (Truss to Top Plate similar)
USP THD28 1 5 BELOW. PROVIDE 2x4 BLOCKING DIRECTLY Uj
1 SO.0 BELOW PONY WALL. FASTEN BLOCKING TO 0
TRUSS EACH END w/ 4-10D TOENAILS. z
.10
STUD NOT DIRECTL 00
BELOW TRUSS
TRU$S ROOF RAFTER NOTES: STRAPPING NOTES
Do not install SIYWC in
hatched area
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
NTH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SDWC15600
SCREW UNLESS OTHERWISE NOTED
Overhan 1 1/2- MIN
-go. 2 MAX
SDWC INSTALLATION RANGE
TRUSS
PLACEMENT
X"" minimum edge Rafter or Truss
distance for full PLAN
values (with or Splice may be in upper or
without a plate ower plate
splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
W from top plate ARCHITECTURAL DRAWING
splice Offset
ROOF TRUSS PLACEMENT PLAN for full values S UD NOT DIRECTLI
BELOW TRUSS PLAN NAME
SCALE: 1/4" V-0" —SHINGLE
CATALINA
DESIGN/DRAWN/CHECKED
CS JB /LAP
DATE
J SDWC AT TOP PLATE SPLICE 06.21.16
SCALE
AS NOTED
LPA No.
TOLL-16-00361
CONTROL No.
5364
SHEET
FILE COPY
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