616 TIMBER BRIDGE LN - NEW HOME STRU DWGS DESIGN SPECIFICATIONS USP CONNECTORS
T21CAL HEADER NAILING
DESIGN CODE: COMPONENTS CLADDING GARAGE DOOR 0.1310" TOE TYF49.AL 0 MIDOW SILL SCHEDULE
2010 FLORIDA BUILDING CODE - RESIDENTIAL PRESSURES (PSF) UPLIFT TYPICAL STU NAILS IYHM M PLATE NAIUNG,
ULTIMATE DESIGN PRESSURES CONNECTOR FASTENERS FL# CODE 2X6, 2x8 (5) NAILS '-0" mil ROUGH DROPPED HEAD MINIMUM END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. 1 CAR SYP SPF 2x1O, 2x12 (7) NAILS FASTEN ALL TOP PLATES . SPLICE LENGT OPENING OR SILL PLATES FASTENER EACH END
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 -0.1310- END NAILS: 91, LVL. 11- LVL (7) NAILS (16) .13IXY NAILS
ZONE (PSF) a' = 4'-6" DOOR (2) @ 2x 14" LVL, 16" LVL (9) NAILS OF .131X3 0 12" D.C. STAGGARD. CED 4 4'-4" (1)2x4 SPF #2 (4)12d TOE �AILS
TOGETHER wl (3) ROWS
USP A35 450 450
AREA (sf) - (9)l OdX1 1�2 4 VENLY
DESIGN LOADS: ACTUAL AND UNIFORM _za.0 (3) 0 2x6, < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
ROOF FLOOR 10 +25.6 -27.7 +25.6 -34.2 (B'x7') - USP RT7 585 495 (5)8d EA. END (4) 0 2x8. -
2 CAR USP RTBA 775 650 (5)I0dx11/2" EA. END SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE IN I
ROOF LOADIK (cd=1.25) +21*8 TYPICAL WALL FRAMING NOTES:� SYP#2 DBL. HEADER, 12'-0- (1)A35 + (4)12d TOE NAILS
(cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE ROOF SHEATHING, 6"MA TOP PLATE PER PLAN
TOP CHORD LIVE LOAD 20 pef 40 psf USP MTW12 1195 860 (7)1OdxI1/2" EA. END 1. USE SPF#2 OR BETTER FOR� SEE SPECIFICATIONS i
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 DOOR 23.9 LISP HTW20 x.
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf - (1 6'x7') 1450 1245 (12)lOc1x1`/," EA. END ALL WALL STUDS..
Lou Pontigo and
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASO). THE USP MSTA24 1640 1455 (9)10d EA. END SEE 5/SO.O Associates, Inc.
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. R ISED
2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION REQUIRED IF SHEARWALL_\
DEFLECTION CRITERIA: USP LTS20B 1105 1105 '/2"0 ROD TO FTG. HEADER ARCHED TRANSOM OPTION;
SHALL BE PERMITTED 3. USE SYP#2 FOR ALL 420 Osceola Avenue
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 LISP JUS28 1305 1305 (6)10d TO HEADER HEADERS vz 2x SPF DIAGONAL BLOCKING
FASTENED w/ 3-0.131"x3" jax. Beach, Florida 32250
. COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH DROPPED
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 USP HTT16 4290 4290 1/8"0 ROD TO FTG. HEADER EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557
WIND LOADINQ POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP H TT22 5370 5370 5/,"0 ROD TO FTG. 4. ALL WALLS SHALL BE 11�SHEATHING MAY EXTEND 2" FL:CA#8344 SC:CA#3579
- BALLOON FRAMED FULL PAST BLOCKING- WINDOW
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A . LINEAR INTERPOLATION 13 PERMISSIBLE. USP PAU44 2535 5/."0 ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- - ----- ARCHED SYP#2 HEADER, ATTACHMENTS MUST
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 - BEARING ELEVATION, I.I.O.N. ON FASTEN LOWER STUD TRANSOM PERPLANS ANCHOR INTO 2x MATERIAL.
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POIN ERMANENT TRUSS OPTION
TS . PLUS = PRESSURE AND MINUS = SUCTION. %"0 ROD w/ (12)16d PLAN. i TO TALLER STUD w/_, SEE RIGHT 1A K AND \1
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LISP MSTAM24 1545 1455 (5)1/,"x2-/, TAPOONS BRACING BY OTHER 2-ROWS OF 10d COMS 'C
1 0 12" D.C.
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 5.) FASTEN BOTTOM PLATE OF1 KING STUDS,
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOCR MANUF./SUPPUER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR WINDOW SILL SEE SEE PLAN 10*1
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTOR WALLS TO CONCRETE SLAB I AT INTERIOR WALLS SCHEDULE 0-R
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH S w/lOd MASONRY CUT NAILS 0 TYPICAL ROLF FOR SILL SIZE AND
IMPORTANCE FACTOR --------------- 1.00 TYPICALLY W FULL PLATE NAILING CONNECTION EACH AT TWO STORY CONDITIONS,
4:k,
4_91L UPLIFT 48" D.C. MINIMUM. SEE HEIGHT THREADED END WINDOW SILL SEE PROVIDE SOLID BLOCKING %
MEAN ROOF HEIGHT ---------------- 20.0 FT 11 a CONNECTOR FASTENERS FOUNDATION PLAN ADDITIONALI RODS 0 6'-0' O,C, 0-131x�'TOE NAIES: EDULE WITHIN FLOOR SYSTEM AT ALL
ROOF PITCH SYP SPF FL# CODE ANCHORS AT SHEARWALLS 2 4: 3
0.
------------------- 7/12 x 14
STUDS
__�50 �2-8&1_14- 104-46,4 le
A35 UPPER LEVEL POSTS & JACK
(4) 0216
BUILDING CATEGORY ---------------- 11 �50 (5) 0 2x8.
EXPOSURE CATEGORY --------------- C BLOCKING ONLY REQUIRED
424- DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 1 SDWC15600 SCREW IA 0
ENCLOSURE CLASSIFICATION ------------ENCLOSED r SEE C & C CHART H8 620 530 5-10dxl'/," EA. END IINTERIOR BEARING WALL:- AT SHEARWALLS AND PT. SPF#2 SEE 8/SO.O 0
INTERNAL PRESSURE COEFFICIENT ---------- ABOVE FOR V DIMENSION 11470.3 SEE PLAN FOR STUD SIZE STUCCO FINISH SOLE P IN
MTS12 1000 860 7-10dxl'/,* EA. END 10456.3 AND O.C. SPACING. ........ ..
HTS20 1450 1245 WALL SHEATHING A a A
24-10dxl'/,* EA. END 13872.3
ONTINUOUS BLQCKING SEE DETAIL l/S
MATERIAL SPECIFICATIONS C 0.1
---ill t A
MSTA24 1765 1270 9-10d EA. END
13872.4 WITHIN FLOOR SYSTEM FOR SPLICING
a -f-at- - 16d t
MSTA36 2050 1870 13-10d EA. END WHERE POST IS ABOVE. COMMONS OPTIONS FOUNDA ON, SEE PLAIN.
HARDWARE AND ANCHORS: I F -__ 13872.8 @ B" O.C.3 Christopher I S a bo u ri n PE
Tj HTT4 18-16d TO TRUSS/BEAM I r-- Z If FL PE#71461
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL LAN] 3480 3080 FLOOR SHEATHING WALL FRAMING AT WALL FRAMING AT MA SOLE PJ ATE ANCHOR-
ASTM A 307 OR ASTM F 1554 GRADE 36. 1-%"0 ROD TO FTG. Bd 0 3" SPECIFICATIO PLATE CHANGE CONDITION RAISED HEADER CONDITON FROM SOLE SEE SCHEDULE
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). + PLATE BREAK
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 32-16d TO TRUSS/BEAM BUILDER MAY CHOOSE EITHER THE DROPPED REVISIONS DATE
77G- 11496.2 r------- 1HEADER COND11ION OR RAISED HEADER CONDITION WALL FRAMING AT
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 1-%'0 ROD TO I
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR 6-10d TO HEADER TYPICAL WALL FRAMING
EXTERIOR SHALL BE GALVANIZED. - r2 DROPPED HEADER CONDITION
MEANS AND METHODS: LUS28 930 780
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QE BE RESPONSIBLE 10655.113
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
4-10d TO JOIST \Z2,0/
LARGER THAN REBAR SIX AND V," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16d TO HEADER Y2"xV SIMPSON TITEN HD
(I.I.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF HU410 905 785 10531.36 L--- w/3X3xO.229" WASHER SEE SOLE PLATE ANCHOR
6-16d TO JOIST __j (a HOLD DOWN
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SCHEDULE FOR SPACING
(DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU44 2200 %"0 ROD EPDXIED 5" MIN 10849.6 SYP#2 DBLj SEE 5/SOLO SEE 1/SO.1-/,
EPDXY.- ITW RED HEAD A7 ABU66 TOP PLATE
REINFORCING STEEL, SHALL BE ASTM A615, GRADE 60. LIMITS OF STRUCTURAI L-EUGLN SET 2300 5/."0 ROD EPDXIED 6" MIN 10849.6 BUTT JOINT
STRUCTURAL STEEL, SHALL BE ASTM A992, GRADE 50. THE ITEMS SPECIFICAL Y DESI��GB_YQWSIT�R�U�FTU�RAL VENaGINEER ARE N/A IN/A SIMPSON EPDXY-1E 11506.4 BLOCKING ONLY REQUIRED 2. 2-
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 1675 - AT SHEARWALLS AND-/ WALL SHEATHING
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 10-16d TO STUD/BEAM/POST FIELD ALTEIRATION
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED LTT20B 1675 STUCCO FINISH SEE DETAIL 1/SO.1
''�96.3
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT - 1-V,"0 ROD TO FTG. /-FOR SPLICING 'it CONTRACTOR SHALL CONTACT LOU
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600pai SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY LSTA12 805 695 10-10d OPTIONS PONTIGO&ASSOCIATES PRIOR TO
13872.5 RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 FULL HEIGHT THREADED ROD BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
I - 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3xO.229 PT. SYP#2 1'-0" 6" SHEATHING FROM THE INTENT OF THE ORIGINAL
GENEI-) A TO BE WASHER SEE SCHEDULE SILL PLATE MAX MIN.. CONSTRUCTION DOCUMENTS.ANY
RAL NOTES Et CONSTRUCTION SPECIFICATIONS CONTINUOUS VFOR SPACING EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
TO UPPER -INTERIOR BEARING SOLE PLATE BREAK EDGE w/ BLOCKING BEING APPROVED By LOU PONTIGO&
FLOOR SHEATHING SPFCIFICAnON!; TOP PLATE W&L--SEE SCHEDULE WHERE REQUIRED BY_�� ASSOCIATES MAY RESULT IN
FOR STUD SIZE EEOXY ANCHOR TITEN HU GENERAL NOTES. ADDITIONAL ENGINEERING OR
23/32" T&G OSB OR PLYWOOD SHEATHING, CLUE AND NAIL NTH 10d COMMON 0 6- D.C. EDGE & FIELD AND D.C. SPACING. Mi2i ANCHOR OPTION
ROOF SHEATHING SPECIFICATIONS, W&L SHEATHING TO
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING A ... . ...... ... .. ... .. . . ........ ...... ..... .....
affiNOL- MIN. 7&", 24/16, APA RATED OSS OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4* D.C. WITHIN 4'-0" OF ROOF EDGE). RAISE N' FROM
SEE DET1ILS SEE DETAILS EX . ALL SHEARWALLS WASHER _.E SUPPORTED EDGES,
TILE - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- D.C. WTHIN 4'-0' OF ROOF EDGE). /-ON S1.O BOTTOM OF SOLE ANCHOR MBEDMENT EDGE GENERAL NOTES
ON SPACING SPACING SPEC. DEPTH DISTANCE
PLAN AND FASTEN
METAL - MIN. 1/2", 32/16, APA RATED PLYWOOD SHEATHING, NAILED w F w/8d 0 3" 0
I IS1 TITEN HD 48" 24" 304.229" 4 2 .7
CONTRACTOR TO VERIFY SHEATHING SPECIFICA"IONS WTH METAL 0113x2" RING SHANK NAILS 0 6" D.C. EDGE�& 6" O.C. FIELD (AT CABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WTHIN 4'-0" OF ROOF EDGE). F C. EXAMPLE OF UNSUPPORTED
�100F MANUFACTURER. EPDXY 48" 24" 3x3xO.229" 4' 2-
WALL SHEATHING SPECIFICATIONS, (UNBLOCKED) PANEL EDGE,.
-A ypi
MAS 48" 24- /-A N/A
FLEXIBLE FINISH-MIN. 7&", 24/16. APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d @ 6" D.C. EDGE AND 6" D.C. FE L. j 1�� (T
FLEXIBLE FINISH WALLS INCLUDE: WOOD. CEMENT. OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTL ELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. NOTES:
E FINISH.
L- ------j L---------i L 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE
STUCCO FINISH -MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" D.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. ------- CORNERS AND PLATE BREAKS AND KING STUDS. Ln
"MASONRY SPECIFICATIONS- SUPPORT IS 6" D.C. MAX.-�. OOF
R
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (UON) TRUSSES, OR Uj
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WTH.AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STOR MULTY STORY
CONTRACTOR SHALL BE D I BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER. A 3"X3"X1/," W/ 1,1/2"o ROUND
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" Sf.UMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USE FLOOR JOISTS.
RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. N TY /,3 STEEL WASHER MAY BE USED.
CONCRETE MASONRY UNITS (CMU)- P. WALL SECTIOLNS _1 _-N ROOF A
-75. HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITN- A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL �.O SCALE: 3/4' = V-0' r4 NO FLOOR SHEATHING NAILING j
CMU SHALL BE IN ACCORDANCE WITH ASTM C90 SOLE PLATE ANCHOR DETAIL a SCHEDULE
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0*. \Z.0/ SCALE: 3/4" V-D" LLJ u Uj
MASONRY STEMWALLS, ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 7
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN�REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 114* 1/, z
WITH - #4 0 4'-0- D.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" D.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON (3) ROW OF 10d
I/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". <
2 PLY NAILS 0 8" 0.C.
CLAY MASONRY (BRICK)� SIMPSON r BEAM. STAGGERED 0 Z
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUI' SDWC15600 3 PLY BEAM. 2x4 BLOCKING
LONG BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF @24" D.C. FASTEN
CONCRETE SPECIFICATIONS- FRAMING ��2x4 MEMBERS, EACH END w/3S-IOd-I
ToEt
PLM�4 FOR EXTEND SHEATHING VERT. (1) ROW OF 10d NAILS
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 DETAIOLRS (4) ROWS 12d NAILS 0 4" D.C. nI Uj
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. TO TOP OF TRUSS AS SHOWN. 4
I PROVIDE 2x4 BLOCKING AT 12" O.C. Ln
GENERAL NOTES, EA. SIDE. 2x6 MEMBERS
AT HORIZONTAL JOINTS.
ROOF SHEATHING. SEE
FOOTING AND FOUNDATION& i SPECIFICATIONS BELOW. (3) ROWS 12d (2) ROW OF 10d
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFYSUITABLE HEEL _011 AT 12" D.C. NAILS 0 4" O.C. LOWER TOP
!740M1OMdONS I
STUD BELOW
PRE-ENGINEERED WOOD EA. SIDE. STAGGERED PLATE AT BREAK OVER LAP DOUBLE
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 2x SPF BLOCKING TOP PLATES
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. RIPPED TO FIT- ! ROOF TRUSSES. 2 3 PLY IaEAMS ORTHOGONAL MEW WALL INTERSECTION <
WITH CAP SHOWN 2x4 OR 2x6 POST 2x8 POST I
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 QECORNER CONDITIONS 0 LU
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 SIZ (3)ROWS OF 5" (3)ROWS OF 6V
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) E OR LOCATION IS NOT SIMPSON
SDWC1 5600 TRUSSLOK TRUSSLOK z
SEE ROOF ENGINEERED WOOD ENGINEERED WOOD
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 - D.C. OR ROD CHAIRS. FRAMING FASTENERS 0 24"o.c FASTENERS 0 24"o.c
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3- IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 048
BAR DIAMETERS PERMITTED, SHALL BE 48 PLAN FOR SIMPSON AS SHOWN AS SHOWN
DETAILS SHEATHING MAY SDWC1 5600 CORNER WALL INTERSECTION
CONCRETE SLABS ON GRADE, SIMPSON TERMINATE AT S11 SEE ROOF CONDITIONS
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WTH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN IPSON MPSON CONDITIONS
SDWC15600 TOP OF DBL SDWC15600 FRAMING 3-PLY 4-PLY
TERMITES. SAWCUTS, OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A WAS' GRID WITHIN 12 HOURS OF CONCRETE SEE NOTE 1 TOPI PLATE. SEE NOTE I PLAN FOR NOTES,
PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. DETAILS 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
WOOD FRAMING SPECAFICATIONS- 14" LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" D.C. VERTICAL 0 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 NTH MASONRY, CONCRETE OR 5" < HEEL < 1'-0" TYPICAL CONNFcTTON NOTES- 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED
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: 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE U
STAINLESS STEEL 1. TOP PLATE TO STUDS WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
PRE-ENGINEERED WOOD TRUSSM, 2. H2.5T MAY BE SUBSTI TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
AT TOP PLATE TO STUD, SPACE 0 48" D.C. IN ADDITION TO (2) PLYS
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES A FRAMED WALL CORNER AND
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY 'S ROOF TRUSS CONNECTION -N\ BUILT-U /7�\ IN
TE FROM EA. OTHER. i t-6
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLA TIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON P MEMBER FASTENING TERSECTIONS STUDS CONFIGURATIONS
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNEC AND
ROOF COVERING SPECIFICATIONS-
KING STUD 10 TOP PLATE,
SDWC15600 SCREW. TRUSS TO PLATE: DESIGN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTIVI D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HLADES EASTENING- SDWC SCREW
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED IOP PLATE TO HEADE13 EASTENING-
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEYMATERIALS. KINQ STUD TO TOP P THAN 4'-6" FOR GABLE ENDS. Z)tL ULIAIL AT RIGHT. NOT REQUIRED CRTERIA
WATERPROOFING: SDWC15600 S FOR GABLE ENDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. NOT REQUIRED AT LE TOP PLATE TO HELDER FA�JENING:
ENDS OR OPENINGS E S SEE DETAIL AT RIGHT. NOT REQUIRED AND
THAN ,-6" FOR GABLE ENDS. D A
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK . I I GENEFN^L
CONNECTION STUDS SEE PLAN KING & JACK 11 IE PLATE TO HEADER:
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL STUDS SEE PLAN SDWCSCREW 0- NOTES
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. N BUILT-UP POST IN THE WALL (2)12d TOE HEAD Qa SILL 24" D.C.
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L3/,x3/2 xV4 4- 6'-0" GABLE X-BRACE, SEE DETAIL I0/SOI -NAILS E.E. PLATES SEE Do NOT SCALE DIMENS' NS'ROM
O'M SO'S'ROM
L4x3l/,"x'/, 6" (MIN) SCHEDULE HEADQRSILL THESE DRAWIN S IF A DIOMENSON IS
DEL TOP PLATE TO STUD (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE H6-1/2 HEADER SIZE, JACK AND KING STUD 2X6 WALL G S ' T IM S
0
FACE NAIL I PLATES SEE UNCLEAR REFER TO THE
QUANTITY. p L P T_
-G, ARCHITECTURAL DRAWINGS OR
I/I"XV4 6" W-0 HIDDEN LINE DESIGNATES SIDE OF HEAD SILL �ING 5TUD TO FRAMNG BELOW CONTACT THE_E.Ok
W GS OR
_5x3 WALL THE SHEARWALL SHEATHING ROUGH OPN SEE ARCHIJ SCHEDULE �A ' A=IN
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6') GUN NAIL 0 6- 1 PLATE SEE TRUSS TO PLATE: CT THE E 0 R
CEILING JOIST TO TOP PLATE L6x3V2"X1/4 1 6' 12'-0" TO BE APPLIED. 8d 0 3/6 i CS18 STRAP w/6-10dxl)�' ROUGH OPN'G, SEE ARCH SDWC SCREW
TOE NAIL (3-8d) 5-GUN NAILS 61. DESIGNATES Bd COMMONS 0 3" KIbIQ STUD TO BOTTOM PLAD SCHEDULE NAILS EACH END. STRAP
CEILING JOIST, OVER PAR L 7 x 31/2"XV. 16'-0" D.C. EDGE & 6" D.C. *IN THE QQNNECTON- IV-S TE ATTACHMENT CAN BE INTERIOR OR PLAN NAME
TITIONS FACE NAIL (3-16d) 4-GUN NAILS N ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
1. STEEL LINTELS TO BE MINIMAL 36" FIEUD* SDWC15600 SCREW. OMIT IF CATALINA
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION SHEARWALL HOLD DOWN IS STRAP NOT REQUIRED AT THE-\
JOIST/TRUSS TO PLATE TOE NAIL (2 RESISTANT COATING OF EPDXY BASED BRICK ADJ ADJACENT LG Long SPECIFIED. NOT REQUIRED AT FOLLOWING: GABLE DESIGN/DRAWN/CHECKED
- -16d) 3- PAINT. VENEER BM BEAM MANUF Manufacture GABLE ENDS OR 2-STORY JACK TRUSSES LESS PLATE TO HEADER: CS Z BTC
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WEATHER BOT BOTTOM MONO Monolithic WALLS THAN 8' OR OPENINGS LESS SDWC SCREW 0 DATE Z LAP
BARRIER BRG BEARING OC - On Center
2. LINTEL MORE THAN 8'-0". SHOULD THAN S-6" 24" D.C. 2X4 WALL
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS
BE LATERALLY SUPPORTED NOT TO CMU CONCRETE MASONRY UNIT OSB - Oriented Strand Board 06.25.15
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL 1(2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-1/,xY WD. DBL DOUBLE PERP - Perpendicular HEADER FASTENING SECTION -
DIA DIAMETER PRE ENG - Pre Engineered SCALE
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot EING SILJD TO FRAMING BELOW: AS NOTED
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 CS18 STRAP W/6-10DXI)�'
VERTICAL SLOTTED HOLE FOR SCREW. -ATTACHMENT EE - EACH END PSI Pounds per Square Inch
STUD TO SOLE 3. BRICK VENEER ATTACHMENT: EOR - ENGINEER OF RECORD PT PRESSURE TREATED NAILS EACH END. STRAP ATTACHMENT CAN BE FILE COPY LPA N.
PLATE (3-16d) 4-GUN NAILS INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-15-00311
FTAO EXT - EXTERIOR REINIF - Reinforce LSOLE PLATE ANCHOR STRAPPING NO BLOCKING FASTEN N��STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
E NAIL HORIZONTAL TIES 0 24" O.C., VERT. EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR� STUD OR 2XlO
-) GUN NAIL 0 8- TIES 0 12" D.C.. (FOR 110mph FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL ,
SOLE PLATE TO JOIST/IRLOCKING CE NAIL (16d 0 16 LOCATED WITHIN 6" OF PER SCHEDULE T REQUIRED_,,Z��
NAIL SPECIFICATIONS HEADER, FDN - FOUNDATION SPF -Spruce Pine Fur AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR
WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, UNLESS SPECIFIED ON PLAN
AT ALL OPENINGS SPACE TIES WITHIN WE HOLD DOWN IS SPECIFIED! MULTI STORY JACK TRUSSES LESS
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YxO.131"o = GUN NAILS 2"xO.113"0 RINK SHANK BRICK I FT FOOT SYP Southern Yellow Pine SINGLE STORY THAN 8' OR CRWIEMD FOR CODE COMPLIIANC R
SEE SCHEDULE FTG - FOOTING THRU Through MULTISTORY S'HE ET
21/�%O.131"o = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SEC'nON MEW HDIR - HEADER TYP - Typical TYPICAL HEADER ST (UNSTACKED WINDOWS)
2"xO.113"0 = 6d 12" OF OPENINGS. PROVIDEV1,"O WEEP (STACKED WINDOWS) THAN S-6"
3"xO.148"0 = 10d 31/�%O.162"o = 16d FLASHING. HORIZ - HORIZONTAL LON - Unless Otherwise Noted RAPPING CITY OF ATLANTIC BEACH
1V,"xO.148"0 10dxl'/2" V/2"xO.131"O Bdxl'/2" OF BRICK LINTEL LBS - POUNDS VERT - Vertical SEE PEFtMITS FOR AbDrTIONA&
WWF - Welded Wire Fabric "GUMAMEM)OWWWPIM SOD
-17 SHEET 1 OF 9
W 5 1 0.
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER -EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE w/ lod 0 4" O,C.
PLATE w/ lod 0 3" O.0 WALL SHEATHING
8d COMMON WIRE NAILS 2X4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" D.C. ATTACH AT EACH WALL STUD W/ 3-16
BLOCKING ONLY REQUIRED 6" --7-NAILS AT EA, FRAMING INTERSECTION.
AT SHEARWALLS AND DEL. TOP MAX4 NOTCH HEADER I (MIN. OF 6-16d BETWEEN EACH TRUSS)
STUCCO FINISH 5-8d COM PLATE BELOW TOP PLATE
EACH SIDE P RICH SHEATHING, HEADER I
16d COMMONS OF SPLICE 16d COMMONS S E SPECIFICATIONS E1111 I Lou PontiSo and
0 a* D.C. SHEATHING SPLICE 0 8" O.C. 2x4 SYP#2 HORIZ. BRACING 0 B LOW I PORCH Associates, Inc.
CONT. WALL- HEADER & SUPPORT 8 SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
24" O.C. BETWEEN OUTER I -GUN NAILS HEADER,
CONT. RIBBON RIBBON & FIRST INTERIOR TRUSS. NAIL PORCH PA 1�
8d COM 0 PORCH POST, PER PLAN. (2)MSTA24 FULL HEIGHT
BOARD (TYP) BOARD TYP) 3" D.C. EACH END w/ 3-0.1310" NAILS TO WAU PERPENDICULAR STRAPS ANCHOR OR DTT2Z DETAIL B jax. Beach, Florida 32250
EACH SIDE (TYP) TO WALL HOLDDOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557
FLOOR N FLOOR [ BASE OF POST BELOW. & (1) ADJ.
TRUSSES FLOOR OF SPLICE TRUSS- FL:CA#8344 SO CA#3579
TRUSSES 24" 16 GUAGE OPTION A TO PORCH HEADER. WALL
POST BASE: SHEATHING-\
OR JOIST. OR JOIST. 2x4 SYP#2 STRAP w/11- P 24" 16 GLACE 4x4 POST,ASU44
SHEATHING SPLICE DIAGONAL EO�OTW
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Y4" OSB or PLYWOOD M DOUBLE TOP PLATE AT SHEATHING EDGE ZIP a.
3-10d COM ONSI PORCH, PLATE w/5-10d NAILS Sd COMMON WIRE NAI S
L SEE PLAN
PORCH HEADER, INTO TOP PLATE & 5-10d TO BLOCKING 0 0
RIM BOARD V4* CONTINUOUS OVER
SHORTER THAN SLAB 3' NCO
6- HEADER NAILS INTO BEAM. SPACE s
WALL FRAMING WALL FLOOR SYSTEM. ALIGN CEILING�F WALL FRAMING TS16 MAX 0 48" O.C. OMIT IF WALL S
VERTICAL JOINTS WITH LINt TRAPS MSTA24 5 S
WALL SHEATHING 4" ROD SHEATHING IS INSTALLED No 7 S
QU, JOINTS STRAPS EPDXIED 6" MIN I
G SPLICE TRUSS t 61
INSTALL FLOOR TO ON FACE OF BEAM ROOF 't
BLOCKING ONLY REQUIRED OR JOIST
. , , AN, 5-8d COM FLOOR STRAPPING PER PLAN ME PLAN \AEW OF ELEVATION VIEW �F
AT SHEARWALLS AND 4�
EACH SIDE OPTION I OR 2 FOR P-EIREENDICUI A z
STUCCO FINISH OF SPLICE PORCH HEADER PORCH HEADER 8-GUN \-TRUSS CONNECTION T F
op'nON 1 AT POST AT POST INAILS SEE DETAIL B ABOVE A�
OPTION 2 CONTINUOUS 2x6 SYP#2
OVER LAP SHEATH FULL HEIGHT R F TFM WIT,
F A
LEDGER FASTEN WITH
APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHFATH!h'- I 111CATIONS- ANCHOR OR DTT2Z
HOLDDOWN AT 5-0.13lx3" EA. STUD.
NOTE 1: GYPSUM (W TER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD MIN. (2)2x4 WOOD ""N' 'O/VAL
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. OR BASE OF POST oPTION R BELOW. & (1) ADJ. PABALLEL TRUSS
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED (OR GREATE OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" D.C. EDGE AND FIELD TO PORCH HEADER.
I DETAIL A Ch ri s loph er I Sabourin P E
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPI�A I Pr)Pf-l`4 FRAMING DETAILS 42�TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION FL PE#71461
0 SOA SEE CONSTRUCTION SPECIFICATIONS-FORROOF
AND WALL SHEATHING AND STUD FRAMING. REVISIONS DATE
SEE DETAIL 5/SO.l FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
ROOF TRUSS. IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF SYP#2 2x4 NAILER EA5TENED TO TRUSS DIRECTLY BENEATH TRUSS
2x4 SYP#2 CATS AT 12" FLOOR OR TR BOT. CHORD w/ 0.13lx3" 0 3" O.C. A 2-SIMPSON H2.5T.
ROOF TRUSS. USS FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF
Ej
D.C. FASTENED TO TOP TRUSS.�- SDWC 15600 tt tf it-----------H A B A RATION �
PLATE w/ 4-0.1310 _�IELDALTE�
COMMON. SHEATHING FASTENED TO 44 �4----------- CONTRACTOR SHALL CONTACT LOU
I MAX. TOP PLATE w/ 10d 0 3" D.C. @ 32" O.C. ----- PONTGO a ASSOCIATES PRIOR TO
SCREWS MAKING ANY STRUCTURAL FIELD
16 SHEARWALL\ MODIFICATIONS WHICH MAY VARY
FASTEN CATS EACH END w/' 2x SYP#2 CONT. ATTACH MAX. 1:1 FROM THE INTENT OF THE OWGINAL
OSB WALL CONSTRUCTION DOCUMENTS.ANY
3-0.13lx3" COMMON TOE NAILS TO TOP PLATE AND TRUSS SHEATHING B D D FIELD ALTERNATIONS MADE PRIOR TO
'V w/ 0.13lxY @ 3" O.C. EDGE OF D BEING APPROVED BY LOU PONTIGO a
SHEARWALL OR_ _� 2x MAY OVERHANG TOP PLATE. SHEARWALL 1 44 C C ASSOCIATES MAY RESULT IN
EXTERIOR WALL SHEARWALL ADDITIONAL ENGINEERING OR
ALTERNATE 8d@3" 6" SW 8d@3"/6" C C INSPECTION FEES-.
SEE
A ALTERNATE B ALTERNATE C ALTERNATE G PERFORATED SHEARW&L SEGMENTED SHEARWALL STRAP KING POST TO SROU GHO P�ENING, SEE� FROUGH OPENING,
SUPL T
SSUPL 'I
DST To ��S�E�
POST BELOW WITH 2-DS16 LTRU IFTTABLE AT LEFT I TRUSS UPLIFT TABLE AT LEFT
V� _S]rRAP KI
Yj," OSB DIAPHRAGM FASTEN ROOF FLOOR DECK-\ 10d 040O.C. ER TO LOWER STUDS (A)- UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS161
PLATE w/ (2) ROWS TRUSS. SW 8c!W�6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT z
TO NAILER wl (1) ROW 8d N� FLOOR U� SIN 8dC3/6: (2) CS18 STRAPS STRAP KING POST TO
0 3' D.C. FASTEN TO TOP 2x4 SPF#2 CONTINUOUS TRUSS. ENO STUDS TO FOUNDATION END STUDS TO FOUNDATION ANCHORS ARE NOT USED
LEDGER FASTENED
OF 8d 0 3" D.C. 7/16 OSB TRUSS WEBS WITH W 8c!03�6: HTT5 OR HDU5 BoI03/6: HTT5 OR HDU5 HEADER DOWN CONNECTION
BLOCKING w/3-0.13lxY e^, SOLE PLATE ANCHORS CONNECTION HEADER UP CONNECTON
P1
PANNEL So
2x4 SPF FLOOR COMMON. '?EE SC#IDUPL'EATOENANDCETH',AOIRLS3/SO.O TE LIPUFTCONNECTOR CONNECTION
-T FRAMING 1=. UPLIFT CONNECTOR
SYP#2 2x4 NAILER FASTENED ALL AROUND 1. ANY ALTERNNT-EMAY E SCHEDULE ON DETAIL 3/SO.O CALL OUT
TO TRUSS BOT. CHORD w/ BE L SED. SHEARWALL NOTES CALL OUT
O.0 F2x4 A H2.5T 0 32" O.C. TOP & SOT
FASTEN CATS EA 1. PROVIDE 7/f6" OSB SHEA ING NTH 8d COMMONS 0 3" D.C. AT PANEL BOUNDARIES AND 60 IN THE FIELD. - A LS18 0 32" D.C.
(2) ROWS 0.1310" 0 3" D.C. CH END w/ O.0 SYP,2 CATS AT 12" 2 U 3E ALTERNATE A. PROVIDE 2x BLOCKING AT L PANEL EDGES. 8 SEE PL-AN
D.C. FAS
INTERIOR 3-0.1310" NAILS 0 6" O.C. PL STENED TO TOP A� EXTERIOR WALLS SEE PLAN Uj
Sw- SHEARWALL. PLATE wl 4-0.1310"
2 :FR- CON ENDING BETWEEN ROOF I PROVIDE A MINIMUM 2 S DS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAYSERVE AS C (1)MSTA24 STRAPS C (2)CS16 STRAPS Uj
5-16d NAILS S COMMON. -S-E-P I - 0
HEARWALL OR�/ TRUSSES. END POSTS FOR SW. �U D FULL HGT THREADED ROD E LAN D FULL HGT THREADED ROD SEEPLAN
(TYPICAL) EXTERIOR WALL OR HTT4 HOLD DOWN AT BASE (U.O�N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
ALTERNATE Q ALTERNATE E IE ALTERNATE 3. FASTEN ALL INTERIORDIS TO ROOF OR FLOOR TRUSSES PER 5/SO.1 L
ALTERNATE F F FOR FLOOR N
S ATTACHMENT 4. INSTALL INTERIOR FOOTI G BELOW SHEARW;ktLk�PER DETAILS ON S1,O Uj Uj
SHEARWALL ATTACHMENT AT ROOF Et FLOOR
/16 TYPICAL S EARWALL ELEVATION
0, rWHI�7 HEADER TIE DOWN
\Z21101 PROVIDE SOLID BLICKING WITHIN FLOOR SYSTEM AT SW END POSTS. 0 SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0
8d COMMON NAILS 4-12d T E MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. LU
AT S' O.C.(TYP) ROOF NAILS (T P.) 2x4 SYP#2 OUTLOOKERS
2x4 BLOCKING. FASTEN TRUSS 0 24" D.C. SINGLE aRAQNG NOTES AND SPECIFICATIONS
-WALL STUD WALL STUDS EACH END w/3-10d-J TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
AT 16" D.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, H3 OR H2.5T HURRICANE CLIP 0 EA. FOR T-GRACE SHALL BE 1x4 SYP#3
AT 16" D.C. FASTEN TO ROOF FRAMING BELOW TOENAILS OUTE-OOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER.
(LON)
ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (l)DIAGONAL BRACE PER
COMMONS (4) TRUSSES APP ED 2.)BRACING LUMBER SHALL INTERSECT
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WE THE WEB OF THE BRACED TRUSS, PER
DELEGATED TRUSS ENGINEER.
2x1 2 OR
FASTEN
'2
0
w/ 4_I
2
RO
x
I I*N2Td N A B
LIED To
ROOF TRUSS LIE
ROOF TRUSSJ ..= 2X6 Uj
M
SYP#2 LEDGER ATTACHI. DBL. SYP#2 LEDGER SIMPSON H3 w/ 10-8d COMMON ANGCE
B 3.)PERMANENT PERMANENT BRACING
TO EACH STUD. PER NAILS FROM RAFTER TO LEDGER RA E BRACING APPLIED TO 0
ATTACH TO EACH STUD, S AND THESE STRAPS FRONT SIDE OF WEBS.-\ WHERE NOTED ON TRUSS MFR. SHOP Z
PF#2 DRAWINGS. THE CONTRACTOR SHALL
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 OC PF#2 AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP PROVIDE 1x4 SYP#3 OR BETTER
St. I REQUIRED FOR BRACE GABLE END TRUSS. 1-15MAUL FASTENED TO BOTTOM CHORD BRACING vl�
A-SINGLE LEDGER OCKING WHEN OVERFRAME 00
B-DOUBLE LEDGER OVE RAFTER LENGTH LENGTHS > 8'-0"...
ALT.-TO BOTH H3 AS WEB w/ 12d @ 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
VERTICAL VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS
T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH
-BEACTION LEDGER SIZE & NAILING SEACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, TRUS NTH 2-8d COMMON NAILS. AT
0-775 2x6 w/ 5-0.131xY 1850-2345 2x8 w/ 6-/4"0x6" SIDS SCREWS AND ROOF MEMBER. GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE 7-, AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS
776-1250 2xB w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/."Ox6" SDS SCREWS END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND-/ TO BEBRACED. AT END WALLS PROVIDE DIAGONALS
1251-1540 2x1O w/ 10-0.13lx3" LOCATION. IE MORE THAN (1) LATERAL (APPROXIMATELY 457) TO THE 0 0
1540-1850 2xl2 w/ 12-0.13lx3" BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE ADJACENT EXTERIOR PERPENDICULAR
/-PLT W/ 2-112.5T AS SHOWN. WALL BETWEEN EACH LINE OF BRACING
TOO DE LID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO FORM A ZIGZAG PATTERN ALL U
0" So .1 MATERIAL. THIS REQUIRMENT IS NOT
LEDGER A NOTES* WHERE A LEDGER 13 INDICATED TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. CONSTRUCTED OF THE SAME BRACING
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 0.1310" TOE NAILS 0 B"O.C. NECESSARY AT HIP ROOFS. ALSO
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT r-FROM BOT. CHORD OF TRUSS �64 ALONG EXTERIOR WALLS PARALLEL TO
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE TO DBL. TOP
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. PLATE BOTTOM CHORD BRACING PROVIDE
2x4x6* SYP#2 LATERAL BRACE EA. DIAGONALS IN THE END SPACE
X-BRACE w/ 2-16d INTO BOTTOM] d LSTA12 0 48" D.C. OR DBL TOP PLT BETWEEN THE WALL AND THE FIRST
8�114S
"MONOSN\� LINE OF BOTTOM CHORD BRACING AT A
LEDGER CHORD OF EA. TRI q5; Com TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
3�\ GABLE END BRACING
WHEN 8 CONNECTION rVW*IENV_1�9 DECK LEDGER AT OVERFRAME RAFTERS SDWC15600 9 36" 0,C. OMIT IF TYPICAL
TRUSS TO LEDGER CONNECTION BY TRUSS 0 SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING
Z��NSOA ENGINEER. NOT SHOWN FOR CLARITY SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" = 1'-0"
(1b) 2. ALL MATERIAL TO BE SYP#2 MIN 2 PLY STUD MIN 2 PLY STUD FIRAMING
IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
WASHER GIRDER TRUSS DETAILS
�6 ELML 1XI 4 FULL HEIGHT ITS ACCEPTABLE ITS ACCEPTABLE
I TO SISTER A TO SISTER A ORBEAM GIRDER TRUSS
@ r IF V 4 ANCHORING SPECIFICATIONS (I)MSTA24 STRAPS MIN 2 PLY 36" LONG STUD 36" LONG STUD
--j -J I � FOLD OVER TOP PLA STUD FASTEN w/12- OR BEAM
>� FULL HT ANCHORING SYSTEM, THE THREADED ROD ANCHORIN TE (2)MSTA24 STRAPS FASTEN w/12-
T4�
SOLE DOUBLE SYSTEM SHALL CONSIST OF WO A307 THREADED G FASTEN w/18-10d, FOLD OVER TOP PLATE SIMPSON HTT5 OR 0.13lx3" GUN
PLATE �FULL HT. TOP PLATE. ANCHOR RODS. ORIENTED VERTICALLY � D ATTACHED To THE FASTEN w/18-10d 0.131x3" GUN NAILS (2)MTS12
CTOR ANCHOR MOST HDU5 FASTEN NAILS (2)MTS12
LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE 0.
PLATE SEE PLAN
DOUBLE TOP FOUNDATION AND TO THE UPPER PLATE AT THE 26-10d COMONS
TOP PLATE, PROVIDE A 2"X 2"X W STEEL WASHER SIMPSON DTT2Z
WALL STUD FPO
9 ATS" NS F
A D`�
SC
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) w/8- A Xl)2" TDCE'SNE"DRAWZ�oj�"t�-!I!O�ENMS
j FASTEN WITH A NUT AND ALLOW AT LEAST 3 FULL EIGHT SDS SCREWS UNCLEAR REFER TO j
FULL HEIGHT 0 SIMPSON FULL HEIGHT NHE
GC 5
5 Oj
TONS, LTT203 THREADED ROD (2)H R
ROD INSTALLATION' AT ALL PLATE PENETRA ROD MINIMUM 2 PLY t(�2�)H 245 T ARCHITECTURAL DRAWI OR
ROD PROVIDE A HOLE IN THE PLATE 34' LARGER THAN THE MINIMUM STUD .5T CONTACT THE E.O.R.
X" THREADED ROD WITHIN 6* OF
SEE PLAN 4
EL VATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD 2 PLY-\ EPDXIED 4" MIN OR MINIMUM
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER� COUPLER TIGHT STUD THREADED GIRDER (SEE PLAN) N NAME
STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES [�x(S* TITEN HD 2 FLY-\ PLA
(OPTIONAL. LOCATE--, WHERE ONE CON71NUOUS ROD IS UNFEASIBLE. THE AGAINST PLATE -ROD EPDXIED STUD
FULL ROD SHALL BE INSTALLED APPROXIMATELY CENTERED 7 THREADED ROD CATALINA
AS NEEDED) AT SILL PLATE ANCHAI IN HOLE RODS MAY BE SLANTED FROM TRUE SIMPSON TITEN HD ROD COUPLER ,-EPDXIED 4" MIN OR DESIGN/DRAWN/CHECKED
__MP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TC RODS THD37634RC (%-x6% x6" TITEN HD
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
THE NUT ABOW THE UPPERMOST PLATE SHALL 13E MINIMUM CS Z BTC/LAP
FLOOR FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER 10 A SNUG-TIGHT SIMPSON DTT2Z 2 PLY HOLD DOWN SEE PLA� DATE
FRAMING CONDITION PLUS ONE-HALF TURN OF A STANDARD //-w/8- X"X%* /-STUD ROD = DTT2Z 06.25.15
FULL HEIGHT THREADED T) WRENCH (APPROMMATELY 30 FT.--U1& OF TORQUE). SDS SCREWS HTTS ROD = H75
DUE TO SHNNIKAGE AND COWRESSION OF BUILDING; BUILT-Up POST,- BUILT-UP POST,- SCALE
ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-L&L OF TMIUE AFIM ALL TRADES ARE L C SEE PLAN. SEE PLAN. AS NOTED
SEE PLAN I -- COMPLETE AND PRIOR TO INSULATION.
PER PLAN. 3/8 V,"0 V,"O 2x2x'/," 77 4" 0 3- LPA No.
EMBEDMENT i I- F
DEPTH ALL THREADED RODS SHALL BE
5/8 VO 3/4"0 3x3x'/4" 7.5" 112" 2,v�" 3" 'DRff&f'EP0W NCHORED. SEE INSTALLATION HTT5 or HDU5 QTT2Z TOLL-15-00311
MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE R LTT20B
FULL HEIGH" ANCHOR I REQUIREMENTS ALTERNATE FO ALTERNATE FOR OPTION 1 OPTION 2 CONTROL No.
WALL SECTION THREADED ROD INSTALLATION CH 318" FULL HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL
12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM V FULL HEIGHT ROD ALTERNATE SHEET
\22;,1/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ATTACHMENT (2) FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL
\�i ALTERNATE- rVMENH�16 GIRDER / BEAM STRAPPING SOA
�-1 IQ3��THIS 7OETAIL"ONLYAPP�LIESWHEN�NOTED ON TPLAN
OVERLAP SIDEWALL OVERLAP SIDEWALL
TOP PLATE
OVERLAP SIDEWALL [TOP PLATE
TOP PLATE ALWAYS PLACE A=RPLACE
AT FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP
HEADER AT
TOP OF ROUGH
PLATE TO HEADER WITH LSTA12 0 32" D.C.
TOP OF ROUGH PER PLAN
OPENING IN LIEU OF THE H2.5A STRAPS F ROOF
GARAGE
HEADER F. %"0 THREADED ROD FRAMING
. . . . . . . . . . . . . . . . w/3x3x/4" PLATE
. . .. . . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . I . . . . . T.R. . . . . . . .
HEADER AT . . . . . . . . . . . . . . FULL HEIGHT SECOND STORY
PACK WITH 2-ROWS OF 16d (ONE IN SIDE THREADED ROD--,.,,: TOP PLATE ELEV. -mom
/RING SHANK NAILS 0 12" D.C. p p WALL)
TOP OF ROUGH
MAX
/<2)20ga STRAPS OPENINC
HEADER TO JACK ATTACH GARAGE DOOR THRU Associates, Inc.
(2)2x6 KING STUDS EXTEND HEADER TO EXTEND HEADER TO
HTT5 W/ UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 1'/X TOP PLATE TO qTUp 420 Osceola Avenue
THREADED ROD STUD PACK, PER GARAGE DOOR (2)2x6 r--(2 2 SPI AS SHOWN. 0 7-6X6 OST AS SHOWN.
SUPPLIER H2.5AO 32" ON-CENTER
(2)2x6 JACK STUDS EPDXIED 12" JACKS / / / - jax. Beach, Florida 32250
AND (1) OR SDWC15600
KING.\ 4'-O"x4'-O" PIECE OF WALL 4'-O"x4*-O" PIECE OF WALL SIMPSON H Ph.242-0908 Fax.241-9557
HTT5 w/ SHEAnNG INSTALL AT UPPER SHEATING INSTALL AT UPPER TOP & BOT. 0
(2)2x STUD CORNER\, z%" THREADED ROD CORNER 1" BELOW GARAGE HEADER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER HEADER TO JACK STUD_ CRIPPLE STU FL:CA#8344 SC: CA#3579
EPDXIED 12'. ON EXTERIOR STUD (TRIMED AS DETAIL A W' THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A MSTA24 STRAP EACH 0 32" O.C.
6 p EPDXIED 12" AND (1) SHOWN) SIDE OF HEADER
P.T. SOLE PLATE,\ SHOWN) KING.
GARAGE SOLE PLATE HTT5 wl FASTEN SHEATING TO HEADER w/ Bd COMMON QR GALV. BOX NAILS FASTEN SHEATING TO HEADER w/ Sol COMMON OR GALV. BOX NAILS
%" THREADED ROD THREADED ROD IN 3' GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. STUD TO LOWER FR tip
FLOOR ANCHOR HTT5 w/ I IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP.
SOLE PLATE-Z 1 . ''.4. 1. EPDXIED 12" 1 1 MSTA24 OR CS20 STIR P
ANCHOR GARAGE WING WALL SECTION IVL�
0 32" ON-CENTER
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS
THICKENED SLAB EDGE
AT GARAGE OPENING. i
2 MSTA24 OR CS16 EING STUD TO I OWER 146
U
AT
P
T
R
OF TH
E H2 5A HTRA
PS
STU,
SU P
S N H 3
3
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Top & BOT OF
H C I S
6X aM R PPLE D
Ap EACH 0 32 0.C
E p HEAD R
�wl
T�E *H
LG
AF
6X6 POST WITH ABU66 STRAP EACH END-\ 'RAMING 2 MSTA24 OR
4 5/jO THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN
NOTES: ��w/ %" THREADED ROD OF WALL SE CS2 STRAPS
S-RIDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. Am S
j EPDXIED 12" MIN S
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. E OF C�!
GARAGE WING WALL ELEVATION 2ND FLOOR ELEV. .021
Ch ri st o p It e r j S a bo u ri n P E
WOOD BEAM-/ I'L PE#71461
MEN GARAGE HEADER FRAMING GARAGE PORTAL WING WALL
2 REVISIONS DA
"Z�SO 2� ���SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN rWKEN 3 GARAGE WING WALL FRAMING LESS THAN 12" WHEN 4 CONVENTIONAL STRAPPING DETAIL
SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN V,�SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
1�77F71IELD ALTER�ATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
ll-MMTIS12 STRAP ROOF SHEATHING PER CONSTRUCTION DOCUMENTS.ANY
0 EACH RAFTER CONSTRUCTION SPEC's FIELD ALTERNATIONS MADE PRIOR TO
A BEING APPROVED By LOU PONTIGO a
AY RESULT IN
2x6 SYP#2 LEDGER ROOF SHEATHING PER 10d COMMONS 1/2-AO" S.S LAG BOLT ADDITIONAL ENGINEERING OR
w/3-#Bx3Jk" WOOD CONSTRUCTION SPEC's @ 6"o.c
SCREWS 0 16"O.0 2x6 SPF#2 RAFTERS 2x6 SPF#2 RAFTERS
ALIGNED w/ STUDS 0 24"o.c
STUD TO TOP PLA 2x6 SYP#2 LEDGER
SDWC15600 SCREWI�_/ w/2-1/4%6" SOS H2.5T
0 32" D.C. SCREWS 0 16*o.c
7 z
2x4 SYP#2 LEDGER
w/2-#&3��' WOO�� _"'�5-10cl NAILS ON MTS12 -10d
SCREWS 0 16"O.0 6x6 POST SEE PLAN—"� WOOD BEAM PER PLAN S I MSPT%R P 120 1 B" COMMONS U
-1 Od
COMMO
1-H2.5T 0 2x4 SPF#2 JOISTS 100 (2)H2.5T W < V)
EACH JOIST ALIGNED w/ RAFTERS 3-10d TOENAILS—/ /�/ 4x4 HORIZONTAL LEG CRIPPLE S LIDS WALL SHEATHING Uj Uj
STUD TO BOT PLATE- %"x8" LAG SCREW 0 16"o.c, NAIL TO CONTINUOUS.
BOT PLATE TO TRUSS EACH SIDE S
SDWC15600 SCREW. RECESSED ADJACENT STUD
0 32" O.C.
r\ARCHITECTURAL w/q-!Od COMMONS
NTH 4x4 DIAGONAL
Y4"X4 LAG SIRE
BRACKET RQD JACHEW
AT EACH FLOOR TRUSS WALL SHEATHING-\ —j
SEE %%B" LAG SCREW LU
WALL FRAMING
RECESSED 2x4xle LONG ADJACENT Uj
...... TO'STUID. FASTEN TO HEADER
4x4 VERTICAL WTH 3-3/16"x4" LAG SCREWS.-\
2x- SYP#2.
'S 'ETAL PLATE
;ED M
1ALL EXPO ALL EXPOSED METAL WALL SHEATHING CONNECTING
C%NECTC RS AND CONNECTORS AND BUCK AND PLACE. FASTEN
FASTENERS SHALL 0 n
BE STAINLESS STEEL FASTENERS SHALL 10d COMMONS_,/4' ;��fw/Bd 0 6" D.C.
SHED ROOF BRACKET DETAIL WALL STRAPPING DETAIL 1 , SHED ROOF BRACKET DETAIL BE STAINLESS STEEL 0 6"o.c LU
r8-'\WOOD FRAMED HEAD ABOVE SLIDING GLASS
\Z.201 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAq SCALE: 3/4' 1'-0' (f)
n
SPLICE 2x6 x 4'-6" P.T. SYP NO.2
EXPOSED RAFTER TAIL TO EACH ROOF 0 LLJ
TRUSS 0 24' D.C.
PRE-ENGINEERED 0�
WOOD ROOF TRUSSES. 2x SPF BLOCKING
12d COMMON RIPPED TO FIT
WIRE NAILS WITH GAP SHOWN
@ 4!' D.C.
STAGGERED i < 0 0
1 x4 T&G
BETWEEN
RAFTERS. U
DOUBLIE-/ 2x4 P.T. SYP
TOP PLATE V-4' FASCIA
\ SHEATHING MAY
-TERMINATE AT
TOP OF DEL. MISIC
_j_L TOP PLATE. FRAMING
RAFTER TAIL DETAIL DETAILS
SCALE: 3/4" V-O"
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
CAULINA
DESIGN/DRAWN/CHECKED
CS / BTC LAP
DATE
06.25.15
SCALE
AS NOTED
LPA No.
TOLL-15-00311
CONTROL No.
SHEET
S02
ii,, SHEET 3 OF 9
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
V1111111 INTERIOR LOAD BEARING WALL
Ina
DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
REINFORCE GARAGE STEMWALL w/#4 @ 24" O.C. SEE 3/S1.01 (TYP)
12x12 MASONRY PIER BELOW
CONNECT MONO TO
ARCHITECTURAL COLUMN ABOVE. .....
STEMWALL w/2-#5x3O" 3
TOP OF PIER IS 6" ABOVE PAVERS.
S1.01 '_��WELS EPDXIED 4" MIN. S1.01 S
D
REINFORCE w/2-#5 VERTICALS.
1461
(4 PLACES)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t- - - - - - - - - - - -
J-1
S1.01
T T_ T-1-
L0 Christopher I Sabourin PE
FL PE#71461
�5
_j
S 01
T T--Yl��
S1.01 Ri7ISIONS DATE
I
0 F2.5 F2.5 I T_ T-1-
L----------I L, �3
S1.0
1"1 01
Ilk SAWCUT 1 3
_LJ
4-
----------
LTE
^7 4'-6" FIELD A RATION
CONTRACTOR SHALL CONTACT LOU
�.O I PONTIGO R ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
__AO FROM THE INTENT OF THE ORGINAL
CONSTRUCTION OOCUMENTS.ANY
4
FIELD ALTERNATIONS MADE PRIOR TO
SO.1 BEING APPROVED BY LOU PONTISO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
<
01 K613_�
S101
E 2-#4x4'-O"
RS
A T B MID-DEP
U
CORZN CRACK BA
LA
z
SAWCUIT
0 LD
4" CONCRETE S-AB W c�
FIBERMESH @ 1.5 LBS
L r I
OF CONCRETE OR 6x6lwx .4 LLJ
WWF ON 6MIL VAPOR BARRIER !� 5 4 1 LIJ
IN PREPARED GRADE SO.1 1 4 4 0
L J .7
It---------- - r3
LIJ U
0 F2 0
-4 1-- S1.01
+U-)
I Z a.
L _ _J 0
F3.0
j2� < Uj
5
\S cli V)
.1 1 S1.01 12'-5" S1.01 11' 6'-4"'
UD
PAVERS
S
BY OTHER
L �J 5 UJ
F2.0 S1.01
F - - - - - - --
A
PROVIDE SAW CUTS PER
/S1.O, BUILDER TO \\4'-8 4 _011 5'-7"
C010RDINATE WITH FINISH
<
<
FLOOR MATERIAL. <
<
. . . . . . . . . . .
10 2x8 FLOOR IF�AMING
PAVERS S 1
S1.01 @ 16" O.C. 1.0
L - - - - - - - P�'
I I [BYOTHERS
- - - - - - - - - - - - - - - - - - - -- - - -r -I - - - - - - - - -
_j L -1 - - - - - - - - -L I PAD FOOTING, FOUNDATION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -
F3.0 F3.l
D
SEE DETAIL S/S1.01 PLAN
C NNE T MONO TO
0 C (TYPICAL)
S MW
TE ALL w/2-#5x3O"
DOWELS EPDXIED 4" MIN.
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. F A DIMENSION IS
IFER TO THE
UNCLEAR REF
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.0 R.
1" DEEP SAWCUT w/ SLAB ON GRADE,
ELASTOMERIC SEALANT- E PLAN PLAN NAME
SE r CATALINA
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" D.C. FOUNDATION PLAN CS / BTC/LAP
SCALE: 1/4" 1'-0"
3-#5 EA. WAY BOT. 10-0. 2'-0' 2'-0" F2.0 UNLESS OTHER NOTED NOTES: DATE
3-#5 EA. WAY BOT. 11-0. 2'-6' 2'-6" F2.5 SHEARWALLS 1) PROVIDE SAWCUTS TO CREATE 06.25.15
24" O.C.
3-#5 EA. WAY BET. 11-0. 3'-0' 3'-0" F3.0 (SW 8dO3"/6*) APPROXIMATE 16' X 16' MAX. SQ. SCALE
11-0. AS NOTED
4-#5 EA. WAY BET. 3'-6" 3'-6" F3.5 SOLE PLT 0 If WHEN NOTED ON PLAN 2) SAWCUT CONIC. SLAB WITHIN 4 TO LPA No.
4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 SEE NOTE 2 12 HOURS OF CONC. PLACEMENT.
TOLL-15-00311
4-#5 EA. WAY BET. 1'-0" 4'-60 4'-5" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL
CONTROL No.
Y CONVEYS STRUCTURAL INFO. RELATED TO THE 31SO.O
1. THIS FOUNDATION PLAN ONIL
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 SAW CUT DETAIL
REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36' 36" SHEET
2. FTGS. & FIND. 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
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND
PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING ANCHORAGE PER--X
AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. Nis
/- CORNER 3ARS (TYPICAL)
AT WALLS GREATER THEN _ 112" HOOK INTO SLAB. 1 -#5 CONT., PROVIDE Em
SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL EE 3/SO.O Lou Pontigo and
MONO S COR YP.)
FOR TEMPORARY BRACING LAB FOOTING AT PORCHES, NER BARS (T z
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. ""I- �------- BLOCK w/ 1-#5 CONTINUOUS Associates, Inc.
SEE ARCH PLAN
PERMANENT LATERAL SLAB ON GRADE, IF, 420 Osceola Avenue
SUPPORT DETAIL. I-L SLAB ON
52 jax. Beach, Florida 32250
EE PLAN.
v GRADE,
Ph. 242-0908 Fax.241-9557
III SEE PLAN. FL:CA 4 8344 SC:CA#3579
4 . - - k
A
T4
GRADE OR CONC. 4
SLAB, SEE PLAN. \N\'
#4 DOWEL TO MATCH VERT.
8" CMU STEM WALL W/
STEMWALL SCHEDULE 2 .STEMWALL REINFORCING (SEE SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON
- 4 #4 VERTICAL DOWELS @ 24" O.C.
14 4 7, P.F
4 90' BEND INTO FTG. IF 0
'INC 00
RSL�)
CIVIL — SCHEDULE) w/ 6" HOOK INTO - GRADE
REINFOR PLAN. MAINTAIN MIN. SLAB THICKNESS. SEE PLAN L 4�
COU 4 , 4 FOOTING, LAP VERT REINFORCING
lq� .. 461
25" IF ST
1 TO 6 #4 VERT. 0 48"O.C. EMWALL IS GREATER
<
THAN (3) COURSES. 0
7 TO 10 #4 VERT. 0 24"O.C.
�4 STEMWALL, SEE 1 /S1 .0 4
11 TO 12 #4 VERT. @ 8"O.C. \`- CONT. CONCRETE FOOTING CONTINUOUS CONCRETE A,
4 0' ..*FF 4 1 ....
OR
FOOTING
STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1-STORY, w/(2)#5 CONT. 3
"'Z/15NAL
HAVE TRUSS TYPE HORIZ. JOINT OFF Typ CLEAR
12
REINF. BETWEEN EVERY OTHER 10"d x 2. w -STORY, w/(3)#4 OR (2)#5 CONT. Christopher I Sabourin PE
COURSE. FILL CELLS SOLID. 10"x20" FL PE#71461
w/ 2-#5 CONT.
REVISIONS DATE
/0'- STEMWALL FOOTING
I/�2 FOOTING W/ SHOWER RESESS
GARAGE STEM WALL
1\�-O 1 SCALE: 3/4" V-0" �01 (IF REQUIRED) IIIF,�.O 1 (IF REQUIRED)
CIFIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE;NTENT OF THE ORIGINAL
STEP, SEE CONSTRUCTION DOCUMENTS.ANY
ARCH. FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED By LOU PONTIGO E
(4" MAX.) TYPICAL WALL FRAMING ASSOCIATES MAY RESULT IN
EQUAL TO SLAB A- AND ANCHORAGE PER ADOMONAL ENGINEERING OR
THICKNESS. CONSTRUCTION SPECS.
#3 BENT BARS @ 6B @ SLAB RECESS
18" O.C. w/ 2'-0"
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE.
AND ANCHORAGE PER /(WHEN STEP IS GREATER BRICK VENEER IS SLAB ON z
CONSTRUCTION SPECS. THAN 20"), ACCEPTABLE WITHOUT
WALL FRAMING —A. WALL FRAMING INCREASE OF FOOTING z GRADE, U L9
24" MAX STEP-\ 5z I SLAB ON SIZE. :2 SEE PLAN.
'4 z R
00
0 4 GRADE, 4<
4 SEE PLAN. STEP, SEE ARCH. PLAN.
Uj
A ON E:
SL 0-C)
- 2-#5 CONT. SLAB ON GRAIDE BRICK VENEER,
00 SEE PLAN. SEE ARCH\ 0
4 GRADE, ALT. FOOTING AT
I I i,> C4 120
_tSEE PLAN. 4 N BUILDERS DISCRETION.
7
It 0 4
\�#3 @ 48" O.C. OR LLJ U Uj
SX ROD CHAIRS (TYP.)
X1 THICKENED
w/ 2-#5 CONT.
OP�TIONAL 3" 00 1-STORY, w/(2)#4 CONT.
2' FLAIR 1-STORY, w/(2)#5 CONT. 2-STORY, w/(2)#5 CONT.
8%16" 2-STORY, w/(2)#5 CONT. e_ 8"xl6" .I-STORY, w/(2)#5 CONT.
w/(2)#5 CONT. 8%20" 2-STORY, w/(2)#5 CONT. 6" 6"x8" EXTENSION FOR BRICK 0 Z
BRICK LEDGE DETAIL LEDGE ADD 1-#5 CONTI r)l < Uj
MONOLITHIC EDGE FOOTING V)
MONO. FOOTING AT STEP-DOWN r7
BEARJNG AT INTERIOR r6
/,,-�4 TALL MONO. FOOTING AT STEP-DOWN r5
'N.�-01 SCALE: 3/4" 1'-0" 1\� -FLO, -LO, 1< -FLO, SCALE: 3/4" V-0" D
0 LL1
Z
00
2x8 P.T. SOLE PLATE U
MATCH DOOR 3/4 w/ SOLE PLATE ANCHORS
RECES ARCH. @ 48" O.C.
WITH, SEE A I RICH. SLAB ON DECKING PER
GRADE,
SEE PLAN.
PAVING
r
MATCH ARCHITECTURAL COLUMN WOOD POST
CONCRETE STAND-OFF PAD TO BY BUILDER MISIC
I 12"x12" 1#5 CONT. STEMWALL &
IDETAIL 9B FOOTING SEE A FMMING
DIMS. FOR BOX COL. W/#3 /PER PLAN E.J.
MATERIAL DETAIL 1/S1.01.
HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE
DETAILS
CLOSED TIE AT TOP PER CONST. SPECS. SLAB ON
� 4 FLOOR JOISTS, 3 STRMP
44. — 4 j H
GRADE,
T/PAD = HOUSE PAVERS BY SEE PLAN RIM BOARD
SEE PLAN.
FINISH FLOOR OTHERS 2x8 P.T. LEDGER.
AS EN TO STEMWALL
7 �77
DETAIL 10A 4, 2-#5
EPDXIED 4" MIN. @ 16" O.C. CONT.
THICKENED EDGEZ 8 IIX8-1 W/ 5/8" THREADED ROD
w/ 1-#5 CONT. 4.
4
IF IF FRONT PORCH
CONCRETE FOOTING PLAN NAME
(SEE PLAN) CATALINA
—3ESIGN/DP-AWN/CHECKED
CS / BTC/LAP
PAD AT BOX COLUMNS THICKENED SLAB SECTION AT FRONT PORCH DATE
r8
SCALE: 3/4" V-10" 06.25.15
SCALE
AS NOTED
LPA No.
TOLL-15-00311
CONTROL No.
SHEET
S1 .01
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
------- LINE DESIGNATES SIDE OF WALL THE
SA- 316 1 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0 Ills
3" D.C. EDGE & 6" O.C. 'IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2,8-1/2 OF PLY'S & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACKMNG STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
jax. Beach,Florida 32250
BEAM OR TRUSS. SEE PLAN Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND FL:CA#8344 SC:CA#3579
V A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
6x6 POST 01I
SEE DETAIL w/ABU66 A,307 DIAMETER FULL HEIGHT .........
X5 THREADED ROD. SEE DETAIL 12/50.1
G P4
3/SO.2. SIM, SEE 3/SO.2 1 �D
OSB WALL Ef A307 DIAMETER THREADED %0
Nil:
(2)2xl 2 (2)2x6-1/1 FS EATHING. 2)2x6-1/1 (2)2x6-1/ 2)2x6-1/1 ROD TERMINATES AT FIRST FLOOR 1461 1
L
% �El
F F r_I
(9 TOP PLATE. SEE DETAIL 12/SOL1
STRUCTURAL BRACKET
-,,,.TO SUPPORT TRELLIS V A307 DIAMETER THREADED -0
CD
---------L: ROD TERMINATES AT FIRST FLOOR
6x6 P.T
MEMBERS. SHEATH A%
(95 TOP PLATE, SEE DETAIL 12/SO.1 0
SYP#2 SEE - - - - - - - - - - - - ------ GARAGE WALLS PRIOR TO
z X 1 4.-.-
X I Ore J-1--�I tp/,
V) I I --I
DETAIL 2/SO.1. 00 -1 T,-T-I BRACKET INSTALLATION. SIMPSON HTT5 SEE DETAIL 15/S0.1 % 0
I z SEE DETAIL 7/SO.2.
1 11 < I I I I Christopher I Sabourin PE
K- I 17ASTEN TOP N UJ I I I 1 1 (2) TOTAL.
OF WALL PER I :E J-L- FL PE#71461
C14 SIMPSON DTT2Z SEE DETA1L15/SOLI
> I - 0
X I-Ij I T--T-I
DEIAIL 5F/SO.1 N CD I I I I
TRELLIS MEMBERS REVISIONS DATE�
<
PER ARCH. FASTEN SIMPSON LTT20B SEE DETA1LI5/SO.I
c"I cli
I < J-L
N 00 -1 T-I w/ SDWC15600 SCREWS.
X
X N
cli 12* LONG LIGHT GAUGE STRAP
I HEADER c14 BEAM ABOVE LSTA12 FASTEN TO TOP PLATE AND STUD
6RAP - - - - - - NTH 5-10d COMMONS
PER 7/S0.1 0 0 (3)2x6
C'4
-3)2X6
SPF#2 SPF#2-t� WALL STUD SCHEDULE
POST. -POST. SEE DETAIL PLATE STUD �IZE
F LOCATION HEIGHT & SPACING
Fjo 1/SO.2. SIM.
2X4 SPF#2 0 16* 0 C.
Z EXTERIOR x e�7�FIELr) Al-`TERATION�
:5 MA
2X6 SPF#2 0 16" D.C. CONTRACTOR SHALL CONTACT LOU
L - - - - - - + EXTERIOR MAX 2x4 SPF#2 0 12" D.C.
z (-2�2x& PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
SPF#2 EXTERIOR 10'-1 TO
14'-D* 24 SPF#2 0 16" D.C. MODIFICATIONS WHICH MAY VARY
POST.--�\ o.
FROM THE INTENT OF THE ORGINAL
-0.
T
L - - - - - -( 2X-&
SPF#2-
0 S T_ Ld INTERIOR CONSTRUCTION DOCUMENTS.ANY
> MAX 2x4 SPF#2 0 16' D.C. FIELD ALTERNATIONS MADE PRIOR TO
in 10 0 V) BEING APPROVED By LOU PONTIGO a
12'-0" 2x6 SPF#02 @ 16" D.C..
INTERIOR ASSOCIATES MAY RESULT IN
GO I cj LLJ MAX 2x4 SPF#2 0 12" O.C, ADDITIONAL ENGINEERING OR
z STUn NOTM INSPECTION FEES.
FASTEN TOP OF <
> LLJ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
WALL PER DETAIL
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
5E/SO.1 LLI CONTRACTOR MAY INCREASE STUD SIZE TO MEET
(N LA L o I ARCHITECTURAL REQUIREMENTS.
I V) >- <
X STRAP HEADER -j Of
N 0- < 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
PER 7/S0.1 I YELLOW PINE. 7 Z
CN F- I
C14 4-.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
I I U 0
I C I-A 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
L-----j C I TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16" D.C.
X r 7
04 LL (3 2x6 OST MINIMUM. SEE 3/SO.O FOR ADD11IONAL ANCHORS AT <
N V BELOW OST SHEARWALLS
Uj
ABOVE. PR VIDE-\
- - - - - - L X L COMBINED USE PANEL NOTES V)
SQUASH CKS ��EE DETAIL
cli IN cli (3)2x6 7� SIM. 1. EXTERIOR WALL SHEATHING SHALL BE
c14 �"OOR S TEM.
SPF#2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
zzzzzz POST.-\I------ TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
(3)2x6 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS LU u
1P LU
SPF#2- 2. SEE SHEET SO.0 FOR WALL SHEATHING
POST. 11 T-T-11 SPECIFICATIONS. T z
�7 - - - - - - - - - - - 11 11 11 11 [it E. III-
TRUSS T26 ABOVE 3. UPPER MOST TOP PLATE SUPPORTING ROOF
I MEMBERS SHALL BE STRAPPED AS SHOWN IN
-j TRUSS FG03 ABOVE DETAIL 1/SO.O
HEADER TO > Z
STRAP BEAMS -j 1 0
PER 2/S0.1 JArCKS-W,(-/- - -- - - - - - (2)2x6 > 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
----I - 0
TA24, JACK 00 RE 3/SO.O Uj
(TYP)
STUDS < 2x6 SPF#2 FULL
I X
:2 HEIGHT WALL N GENERAL NOTES
(2)MSTA24 < c14
LLJ CD
,t� 1:� 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
I m - �K lo SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
I =� >
Lo < SIZES AND SPACING. AT GIRDERS AND BEAMS,
X PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
I C,4 Z
Uj 5� 6x6 PO�T /V I 'a PLIES.
> CNI 00
0 "��S�RAP HEADER w/ABUd6 +61
DO PFR 7/S0.1 2. SEE SHEET SO.0 FOR ROOF AND FLOOR LU
SHEATHING SPECIFICATIONS.
Z
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
c14 TOGETHER PER DETAIL 6/SO.O
V)
cn
r�� X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
2(0 CN 3/SO.O
N 11� N
1 1 2 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
c1l
H�ADER TO 1 8 ATTACHMENT PER DETAIL 5/SO.1 0 0
-X 11 a
JACKS w/ 00
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
//-(�)MSTA24. TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
EN SW NAILING:
00 BdOY/6- BEAM CONN. 7. AT PORCHES. SEE DETAIL 2/SO.l FOR FRAMING
FASTEN TOP, X AND HOLD DOWNS
6x6 P.T. C14 SEE 3/S0.1
z
to OF WALL PER
SYP#2 SEE -:3 'J' 1\ N X I X
:;-c 2 DETAIL 0. ND I I I N-
DETAI z c,4 CS-18 STRAPPING DETAIL
-3; 00 CS18 STRAP W/ 10"
L 2/S0.1. L - - - - - - - - - END LENGTH. FASTEN IST FLOOR
(2)2x6-1 1 (2)2x8-2/2 THIS END W/ 9-10d,
(2)9.5" VI F(2)2x6--1/1
(2)2x6-1/1 (3)2�-12- - - - EML 6x6 WALL FIR FMMING
AMING
��?z
P.T. SYP#2 !tl
SEE DETAIL PLAN
2/SO.1. (2
PLACES) \_NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES
OR JOIST. Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
FIRST LEVEL WALL F 1171 A WALL FRAMING ARCHITECTURAL DRAWINGS OR
11-,;.AMING PLAN SOLE I PLATE ANCHOR SPACING SCHD IQ z CONTACT THE E.O.R.
SCALE: 1/4" V-0" ALL EX�ERIOR WALL 48" D.C. CS18 STRAP w/ 10" PLAN NA E
ME
UNLESSI OTHER NOTED END LENGTH. FASTEN 7
THIS END wl 9-10d. CATALINA
SHE�RWALLS
(SW �d*3-/6'-) 24" O.C. -�ESIGN/DRAWN/CHECKED
CS / BTC /1-AP
WHEN NOTED ON PLAN DATE
SEE NOTE 2 06.25.15
1. INtIALL SOLE PLATE ANCHORS PER DETAIL SCALE
3/ 0.0 AS NOTED
2. ANPHOR SPACING SHALL BE AS NOTED. FOR LPA No.
EX MPLE - SOLE PLT 0 36" 36" TOLL-15-00311
ON CENTER SPACING CONTROL No.
SHEET
SM
SHEET 6 OF 9
SYMBOLS LEGEND
Roof Truss Connector List --r-loorTruss connector List HTS16 DESIGNATES UPLIFT CONNECTION.
Manuf Product Qty Vanuf P-rodu ct Qty 1fflMFW0R-T'YLA'CLAL�RO�F SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (I)SDWC CONNECTOR.
.3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
LISP JUS24 31 USP JUS24 13 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WDE LUMBER, PLACE CLIPS
LISP THD26 5 LISP THD26-2 4 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Nis
Lou Pontigo and
LISP THD28 2 LISP THD46 14 TRUSS Associates, Inc.
LISP THDH26-3 1
FASTENING DETAILS 420 Osceola Avenue
LISP THDH28-3 1 Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
2x8 SYP#2 LEDGER. I-OCKING BELOW
f3v"
-'o R skip Vi r;
INSTALLED OVER EDGE OF WALL ;0�
SHEATHIN13 FASTEN I ;TEN EACH END t;
Az
wl 7-8d COMMONS SO.1 OSB BLOCKING )10d-TOENAILS. 0"
@ 16" O.C. 61
T33
F06 PANEL PER 5E/ 0.1 Ir
T15
Az
OF
c\I C\I Cq c\j C"I U) 711 10
0 0 CD C� 0 0 0 C3 --------- -" "�4'
U- U- U- U- U- F07 IMMM7 R 10 :f
J-
F T1 STUD DIRECTLY11
AL
BELOW TRUSS 11 TOP PLATE TO ............. j
F07 -17 7/9 SDWC15600 STUD SDWC15600
I 1 0 SB TI
F06 PAN[
C' D CD
U_ LL LL 07
'0 D=)DIRECTLY
OW TRUSS Top PLA E 0
S WC
7 SDWC15600 STUD OT 1T56
1 11 II�2 Christopher I Sabourin PE
0
7 :9=LLJ T1 TRUSS TIE DOWN WITH SIMPSON SDWC FL PE#71461
V T1
7 K7�ISIONS� DATE)I
&
T1 Rafter to Top Plate shown
T-I Truss to Top Plate similar
Ill y I I �>l 6
. . . . . . F07 4-PLY 16" LVIL BEAM, (2)HTS16 Optimal 2nZ�
THD26-2 ----
0 0
N
IF !1- 3V
F ;P
I JUS24 1�7�IELDALT�ERATION
9 1 CONTRACTOR SHALL CONTACT LOU
SO.2 V L PONTIGO a ASSOCIATES PWOR TO
Nt-le F09 MAKING ANY STRUCTURAL FIELD
Y2-Max MODIFICATIONS WHICH MAY VARY
7 TS1 6 FROM THE INTENT OF THE ORJGINAL
THD26-2 E! CONSTRUCTION DOCUMENTS.ANY
I ILC01I :IR I I .I — FIELD ALTERNATIONS MADE PRIOR TO
I — ; =-I SDWC15600 TOP PLATE TO BEING APPROVED By LOU PONTIGO a
OSB BLOCKING JUS24 IF ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
D46 INSPECTION FEES.
�FF J 1. Sloped-roof rafters may be sloped up to and including
JUS24 a 12:12 pitch and must be "birdsmouth" cut.
(2)H TS1 6 rTH\D46 2. Reference detail 4 for installation instructions.
2
su
JUS24
A IS24 TVs == r 2)HTS1 1 6 SIMPSON SDWC INSTALLATION PZANGE z
THD26-2 IF
A S24 a
THDJP!-�
7
L j 912
A S24 V)
THDIP Fl�
� III I Uj
THDIP Fli (2)HTS16 V) Uj
0) 0 CD 0 C� 0 0 9 0 JUS24 -(2)HTS16 0
I C%I C14 N c\I N N Cn
UL LL UL UL UL UL UL
T28 i S24 U-S24 ic 2—�--V
N It
/-HTS16 S-2-4 F15 LU U Uj
26 JL JUS24
JUS24 z
FG03 <
(2)H TS1 6 �2 LEDGER. JUS24 BELOW TRUSS 0 Z
(2)HISI 6 ' 11-14 W/ 7-8d
OONS 0 16" D.C. 9 SDWC15600
(2)HTS16-/ (2)H 716 JUS24 It--- SO.2 ±kq_tw. Reference detail 2a for installation angle limit ry < LU
9 PC T i o (7)
SO.2 J S24 (1)2x6 RAFTERS co SDWC INSTALLATION
A I VJ4
1 0 24" 0 C
(2)HTS1 6 4<
F-11 SEE DETAIL 5/SO.2. 7— Rafter to Top Plate shown
ox OSB BLOCKING
Uj
PANEL PER 5E/SO.1
T(6 JISTUD NOT DIREnCTL
IBELOW TRUSS
Do not install SDWC in
/-HTS1 3 hatched area
HT 316-\ .�I ^9 0 0
SDWC15600
I U
Overhan 1 1/2' MIN
H:J�6� E:::== 1 2" MAX
FEE MO; ru, ----—--
FNI SDWC INSTALLATION RANGE
EJ0' PORCH CEILING_.�
00 SEE 2/S0.1
0 0 I� FLOOR AND
C"I
C' C� kt lrc�- 1 1.- Lc�lj
IILU
ROOF TRUSS
F r 1
PORCH CEILINGJ W" minimum edge Rafter or Truss PLACEMENT
SEE 2/S0.1 distance for full
9 values (with or Splice may be in upper or
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES SO.2 without a plate lower plate PLAN
S1.4 Splice)
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IPA DIMENSION IS
SCREW UNLESS OTHERWISE NOTED UNCLEAR REFER TO THE
X' from top plate, ARCHITECTURAL DRAWINGS OR
Splice Offset
for full values STUD NOT DIRECTLI
11BELM TRUSS PLAN NAME
FLOOR AND FZ,00F TRUSS PLACEM�NT PLAN CATALINA
DESIGN/DRAWN/CHECKED
SCALE: 1/4" = 1'-0" CS / 13TC/LAP
DATE
NOTE: FS7DWC AT TOP PLATE SPLICE 06.25.15
1. FASTEN ROOF TRUSS To TOP PLATE w/ 2-12d TOENAILS AND SCALE
UPLIFT CONNECTOR, SEE F LAN. AS NOTED
LPA No.
TOLL-15-00311
CONTROL No.
SHEET
S12
SHEET 7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0 Eli
3" O.C. EDGE & 6" O.C. 'IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2xB-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Ponti8o and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SOLO, 420 Osceola Avenue
lax. Beach, Florida 32250
BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax. 241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1 E
W A307 DIAMETER THREADED
-171� ROD TERMINATES AT FIRST FLOOR 461
(2)2x6-1 1 F(3)2xl 0-2/2) (2)2x8-1/1
N (9 TOP PLATE. SEE DETAIL 12/SO.1
-CS1 8 W A,307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
OC! TOP PLATE, SEE DETAIL 12/SO.1 OR
Cf) < 0
00 00
(0 SIMPSON HTT5 SEE DETAIL 15, N A
A
0 -J
-CS1 8 F- :;� Christopher I Sabourin PE
_j 1-- FL PE#71461
(D _3 Ljj SIMPSON DTT2Z SEE DETAIL15/SO.1
X < 0
Of K7�ISIONS�
DATE
LLI SHEATH UPPER WALL
C14 SIMPSON LTT20B SEE DETAILI5/SO.I
"I w THRU LOWER ROOF
I V) TO BEAM BELOW.
< 0 12" LONG LIGHT GAUGE STRAP
X L LSTAl 2 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
(2)2xl 0
WALL STUD SCHEDULE
LOCA11ON PLATE STUD SIZE
18- HEIGHT & SPACING
-CS1 8 0 EXTERIOR V-1. 2x4 SPF#2 0 16- O.C. FIELD ALTERATION
Ld X tl POST MAX
CN STRAP TO EXTERIOR CONTRACTOR SHALL CONTACT LOU
> > X 10,-1 2X6 SPF#2 0 16* D.C. 2:
0 0 MAX 2X4 SPF#2 0 12" D.C. PONTIGO&ASSOCIATES PRIOR TO
m C14 TRUSS BELOW .......INS ANY STRUCTURAL FIELD
0'-1 TO MODIFICAT DNS WHICH MAY VARY
CS1 8- C4 EXTERIOR 4.
< < W/2-HTS20 11 ,-o. 24 SPF#2 0 16' O.C. FROM THE$INTENT OF THr.OPJGINAL
0- CONSTRUCTION DOCUMENTS.ANY
ST1 RAPS. INTERIOR 2x4 SPF#2 0 16- D.C. FIELD ALTER�TICNS MADE PRIOR TO
-CS1 8 L0 Lf) MAX BEING APPROVED BY LOU PONTiGo a
Owl
11 -_UI
T
T,
�2--O- 2x6 SPF#2 @ 16" CLC. gL ASSOCIATES MAY RESULT IN
F-
X CS1 8- 1 INTERIOR
cf) MAX 1 2X4 SPF#2 0 12" O�C. ADDITIONAL ENGINEERING OR
n
U) =0 N07M
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
Of
lix
Li (14 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CS18 @ BOTTOM OF STUD I X CONTRACTOR MAY INCREASE SFUD SIZE TO MEET
N I
WHERE NOTED. SEE DETAIL I I CN ARCHITECTURAL REQUIREMENTS.
CN
AT BOTTOM RIGHT OF PAGE. 1) SPF DENOTES SPRUCE PINE nR.. SYP DENOTES SOUTHERN T
YELLOW PINE
< Ln I
w I I CS1 8 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
M
U
0 -j 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16- D.C.
F-
CS1 8- MINIMUM. SEE 3/SO.G FOR ADDITIONAL ANCHORS AT
I 1 0 SHEARWALLS < i
_j Ld LU
------ 6x6 POST STRAP
X LLJ
I A
------ BASE TO POST C11 04 COMBINED USE PANEL NOTE
z a- BELOW w/2-CS18 CS1 8- 1. EXTERIOR WALL SHEATHING SHALL BE
(2)MSTA24
V) CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
< 0 (2)PLY 9.5" LVL - - - - - - - TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
U, -j LIJ U Uj
LLJ --------- ------ SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
m I (2)2xl 0
f jili-:
L
(2)2x6 I 1 11 1 1 1 1 1 1 2. SEE SHEET SO.0 FOR WALL SHEATHING T z
SPF#2- S18 I I 1 1111 1 1 1 1 SPECIFICATIONS.
POST. I I I -(2)N STA 3. UPPER MOST TOP PLATE SUPPORTING ROOF
011E�A! I I-� I MEMBERS SHALL BE STRAPPED AS SHOWN IN
------ --------- w --, DETAIL 1/SO.O Z
ED to 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0
0 -j
SHEATH UPPER WALL l-- :;z 3/SOLO Uj
THRU LOWER ROOF ASTEN WALL TO BEAM no,
_j
TO BEAM BELOW. ELOW PER DETAIL 6/SO.2. SINI. _j Uj 2x6 SPF#2 FULL GENERAL NOTES
< 0 X
HEIGHT WALL C14
C-4
Ld 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
LLJ 0- SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
1-- 3: SIZES AND SPACING. AT GIRDERS AND BEAMS, 4<
V) PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
< C) PLIES.
U, -J
LIJ 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
m IN**,
N\N SHEATHING SPECIFICATIONS. 0 Z
CO/ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
-F PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
rL, TOGETHER PER DETAIL 6/SO.O
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0
ATTACHMENT PER DETAIL 5/SO.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
TERMINATE BETWEEN TRUSSES. SEE 6A/SO.l
7. AT PORCHES, SEE DETAIL 2/SO.l FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP w/ lo"
END LENGTH FASTEN 2nd FLOOR
;�I�S END w� 9-10d.
FRAMING
WALL FRAMING
PLAN
\_NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES
SCALE 0 NS'ONS'ROM
OR JOIST. TDHOESNEODTRAWINGS.'MIFEA DIMENSION 15
UNCLEAR REFER TO THE
WALL NFRAMING ARCHITECTUR�DRAWINGS OR
FRAMING CONTACT THE E,oR.
CS1 8 STRAP w/ 10" P IAN NAME
4�ENID LENGTH. FASTEN CATALINA
THIS END w/ 9-10d.
DESIGN/DRAWN/CHECKED
SECOND LEVEL WALL FRAMING PLAN CS / BTC/LAP
SCALE: /4" 1'-0" DATE
06.25.15
SCALE
AS NOTED
LPA No.
TOLL-15-00311
CONTROL No,
SHEET
S13
SHEET 8 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTIER-
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SOWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
4. MEN USING (2)H2.5T CLIPS ON 114' WDE LUMBER, PLACE CUPS Him
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
I Lou Pontigo and
TRUSS Associates, Inc.
I
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax,241-9557
F L:CA#8344 SC:CA#3579
9
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L ELOW TRUSS TOP PLATE TO
�04 EJO SDWC15600 STUD SDWC15600 Christopher j Sabourin PE
C ^9 FL PE#71461
ix �.2 TRUSS TIE DOWN WITH SIMPSON SDWC
r9 EJ RE71SIONS DATE
SO.2 Rafter to Top Plate shown
4 EJO Truss to Top Plate similar
_10
:j04 JUS24 Optimal 22��
lly Or
:14
F- F
J
FIELD ALTERA-nON
STUD DIRECTLY CONTRACTOR$HALL CONTACT LOU
n III I I III J1 r PONTIGO a ASSOCIATES PRIOR TO
1BELOW TRUSS MAKING ANY STRUCTURAL FIELD
'�"Max MODIFICATIONS WHICH MAY VARY
112 FROM THE INTENT OF THE ORIGINAL
C'j _T CONSTRUCTION DOCUMENTS.ANY
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FIELD ALTERNATIONS MADE PRIOR TO
A
uj V JUS241 ;r)w(,1 56on
STUD SDWC15600 ADDITIONAL ENGINEERING OR
759
—Note: 1. Sloped-roof rafters may be sloped up to and including
a 12:12 pitch and must be 'birdsmouth" cut.
9 2. Reference detail 4 for installation instructions,
SO.2 9
E �.2 SIMPSON SDWC INSTALLATION RANGE z
Ln
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D==DIRECTSLY
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PORCH CEILING
7111 111 IIIA SEE, 2/S0.1 LU
4 Ham-=-=
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HIP &otw. Reference detail 2a for installation angle limit
TRUSS ROOF RAFTER NOTES: STRAPPING NarES 9 2x6 RAFTERS T63
M��- SDWC INSTALLATION
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING r63
WITH 2-12D TOENAILS & 1-SIMPSON SDWC156C 0 SO.2 @ 24"O.C.
SCREW UNLESS OTHERWISE NOTED F Rafter to Top Plate shown
(Truss to Top Plate similar)
Lij
Roof Truss Connector List 0
(0 0 Z
Manuf Product Qty JISTUD NOT DIRECTL
USP JUS24 31 BELOW TRUSS
USP THD26 5 Do not install SDWC in
USP THD28 2 hatched area
SDWC15600
2L±anq 1 1/2* MIN
2" MAX
SDWC INSTALLATION RANGE
TRUSS
V*" minimum edge Rafter or Truss PLACEMENT
distance for full PLAN
values (with or Splice may be in upper or
without a plate lower plate
splice)
ir
A' from top plate
splice Offset
for full values
IIAN NAME
ROOF TRUSS PLACEMENT PLM CATALINA
SCALE: N.T.!' DES[GN/DRAWN/CHECKED
CS / BTC /LAP
NOTE: DATE
SDWC AT TOP PLATE SPLICE 06.25.15
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAIL AND SCALE
UPLIFT CONNECTOR, SEE PLAN, AS NOTED
LPA No.
TOLL-15-00311
CONTROL No.
SHEET
SIA
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTER-
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SOWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
4. MEN USING (2)H2.5T CLIPS ON 114' WDE LUMBER, PLACE CUPS Him
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
I Lou Pontigo and
TRUSS Associates, Inc.
I
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax,241-9557
F L:CA#8344 SC:CA#3579
9
SO.2
C)
L—L I I I _LL
u) 4t M CN\11 I
to U) in LO I
F- F- F- F- F_
% A,
co to LO n 10
1�r2 EE STUD DIRECTLY
'n
K0 F_ F-
BELOW TRUSS TOP PLATE TO
OUVWL,I�UUU STUD SDWC15600 Christopher j Sabourin PE
04 C EJO ^9 TRUSS TIE DOWN WITH SIMPSON SDWC FL PE#71461
k,,��.2
EJO'1_ RE71SIONS DATE
SO.2 Y Rafter to Top Plate shown
:104 EJO Truss to Top Plate similar
JUS24 Optimal 20�
:J 04 lly Or
04 04
4
04
FIELD ALTERA-nON
D==DIRECTSLY CONTRACTOR$HALL CONTACT LOU
OW TRUS Top P TE To
JEJO SDWC15600 STUD SDWC 15C
PONTIGO a ASSOCIATES PIZOR TO
ITUDWDTIRECTSYJ
'T
113EU0 R US MAKING ANY STRUCTURAL FIELD
'�"Max MODIFICATIONS WHICH MAY VARY
f _T FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
W Fccq, I [A 560 —(Z)/ BEING APPIROVED By LOU PONTIGO E
[I JUS241 SDWC1 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDMONAL ENGINEERING OR
759
Note: 1. Sloped-roof rafters may be sloped up to and including
a 12:12 pitch and must be 'birdsmouth" cut.
2. Reference detail 4 for installation instructions,
9
IE S SIMPSON SDWC INSTALLATIO�4 RANGE z
LD
V)
Ln UJ LU
SO.2 0 0 n
THD28 PORCH CEILING
—f mr A SEE, 2/S0.1
L Ham=-= Ily I lh=-
E I LIJ U LLj
(D -T-1
:E z
(b
... ... SO.2 0 Z
EJ04B (2)2xlo—/ SDWC15600
HIP jj&; Reference detail 2a for installation angle limit
TRUSS ROOF RAFTER NOTES: STRAPPING NarES 2x6 RAFTERS TT63
SDWC INSTALLATION
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING @ 24"O.C. T63
WITH 2-12D TOENAILS & 1-SIMPSON SDWC156C 0
SCREW UNLESS OTHERWISE NOTED Rafter to Top Plate shown
(Truss to Top Plate similar)
Roof Truss Connector List ra 61 61 0 UJI
IV, (0 z
Manuf Product Qty (15 STUD NOT DIRECTLI
USP JUS24 31 P 11BELOW TRUSS
USP THD26 5 Do not install SDWC in
USP THD28 2 hatched area
SIA SDWC15600
2Le±.anq 1 1/2* MIN
2" MAX
SDWC INSTALLATION RANGE
TRUSS
V*" minimum edge Rafter or Truss PLACEMENT
distance for full I PLAN
values (with or �10� Splice may be in upper or
without a plate lower plate
splice)
ir
X' from top plate
splice Offset
for full values
IIAN NAME
ROOF TRUSS PLACEMENT PLM CATALINA
SCALE: N.T.!' DES[GN/DRAWN/CHECKED
CS / BTC /LAP
NOTE: DATE
SDWC AT TOP PLATE SPLICE 06.25.15
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAIL AND SCALE
UPLIFT CONNECTOR, SEE PLAN, AS NOTED
LPA No.
TOLL-15-00311
CONTROL No.
SHEET
SIA