598 TIMBER BRIDGE LN - STRU. DRAWINGS DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NALLM TYPICAL DOUBLE TOP WINDOW SILL SCHEDULE
O.131X3" TOE NAILS TYPICAL TOP PLATE NAILING: PLA SPLICE
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD RALLLNG- 2X6, 2x8 (5) NAILS 4'-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 0.131x3" END NAILS: 2x10, 2x12 (7) NAILS FASTEN ALL TOP PLATES wl (16) 0.131xY NAILS OPENING OR SILL PLATES FASTENER EACH END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF (2) @ 2x4, 9" LVL, 11- LVL (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACED < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +16.3 50 (9)1Odx1V," (3) 0 2x6, 14" LVL, 16" LVL (9) NAILS OF .131x3 0 12" O.C. STAGGARD. 4 6'-4�' (2)2x4 SPF #2 (5)12d TOE NAILS
AREA (sf) I USP A35 450 4
ZONE (PSF) a' = 4'-6" DOOR -17.9 1 (4) 0 2x8. 4 8*-4", (3)2x4 SYP #2 (1)A-34 + (4)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM (8'x7') USP RT7 585 495 (5)8d E N. END SYP#2 NAILS
10 +18.2 -19.8 +18.2 -24.4 2 CAR 775 TYPICAL WALL FRAMING NO SYP#2 DB HEADER, 4'-0" MIN. 12'-O-1 (3)2x6 S -1-5 + (4)12d TOE law
ROOF FLOOR +15.5 USP RT8A 650 (5)10dx11/," EA. END TES: ROOF SHEATHING, P"MAX. TOP PLATE PER PLAN
ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)10dx11/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS Z- Lou Pontiso and
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)10d>11/," 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')
BOTTOM CHORD LIVE LOAD 10 psf USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. ED
5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY HEADER ARCHED TRANSOM OPTIONr 420 Osceola Avenue
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf I I I I USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP SEE 5/SO.O 2x-BLOCKING ONLY RA I IS
0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE REQUIRED IF SHEARWALL-\
BOTTOM CHORD DEAD LOAD 5 psf I 2x SPF DIAGONAL BLOCKING
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION LISP LTS20B 1105 1105 '/,"0 ROD TO FTG. 3. USE SYP#2 FOR ALL --------1 FASTENED w/ 3-0.131%3" jax. Beach, Florida 32250
SHALL BE PERMITTED DROPPED
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS HEADER EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,,"0 ROD TO FTG. SHEATHING MAY EXTEND 2" F L:CA# 8344 SC:CA#3579
0.75" MAX ANY CASE 4. ALL WALLS SHALL BE PAST BLOCKING- WINDOW
ATTACHMENTS MUST
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/."0 ROD TO FTG. BALLOON FRAMED FULL I -------- ARCHED SYP#2HEADER,
WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/,,"0 ROD wl (1 2)16d HEIGHT TO ROOF OR FLOOR j FASTEN LOWER' STUD TRANSOM PER PLANS ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON RMAN N TR SS OPTION JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 1 2535 1 5/."0 ROD w/ (12)16d PLAN. TO TALLER STUD w/_- SEE RIGHT
• PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS SEE PLAN
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)V,%2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" D.C. WINDOW SILL SEE
• DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE - I 1 0
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING SCHEDULE
FULL HEIGHT ANCHOR 1 -,N #- U IV
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS,
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/10d MASONRY CUT NAILS @ \-TYPICALLY %" FULL PLATE NAILING,- CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING N
END
a 48" O.C. MINIMUM. SEE HEIGHT THREADED SCHEDULE WITHIN FLOOR SYSTEM AT ALL . 7 61
IMPORTANCE FACTOR --------------- 1.00 UPLIFT 0.131x3" TOE NAILS:
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, UPPER LEVEL POSTS & JACK
a ONNECTOR (3) 0 2x4,
MEAN ROOF HEIGHT ---------------- 20.0 FT C SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS --ij STUDS
1 (4) @ 2x6,
to F7 Z
ROOF PITCH ------------------- 7/12 1 0 � 1---1 �1 1 (5) @ 2x8. 1 0
A35 450 450 12�8611/r�! SDWC15600 SCREW
BUILDING CATEGORY ---------------- BLOCKING ONLY REQUIRED SEE 8/SO.O
H2.5T 600 520 5-8d EA. END 11478.3 .10
EXPOSURE CATEGORY --------------- B 1'4 DENOTES EDGE STRIP. INTERIOR BEARI G WALLn AT SHEARWALLS AND-\ PT. SPF#2 10
ENCLOSURE CLASSIFICATION ------------ENCLOSED r-- SEE C & C CHART H8 620 530 5-10dW/,,�" EA. END 11470.3 SEE PLAN FOR STUD SIZE
ABOVE FOR 'a' DIMENSION AND D.C. $PACING. STUCCO FINISH I SOLE PLATE N L
---------- .18 MTS12 1000 860 7-1Odx1'/.t" EA. END 10456.3
INTERNAL PRESSURE COEFFICIENT I-
WALL SHEATHING
HTS20 1450 1245 24-10dx1V," EA. END 13872.3
CONTINUOU SEE DETAIL 1/SO.1
S BLOCKING
MSTA24 1765 1270 9-10d EA, END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING FOUNDATION, SEE PLAN Christopher J Sabourin PE
MATERIAL SPECIFICATIONS WHERE POST IS NBOVE. 16d COMMONS OPTIONS 8" 11/2 F L P E#7 14 6 1
MSTA36 1870 13-1 Od EA. END 13872.8 0 8" O.�._
r- WALL FRAMING AT WALL FRAMING AT SOLE PLATE ANCHOR:
HARDWARE AND ANCHORS: 18-16d TO TRUSS/BEAM FLOOR SHEATHING PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE -)I
HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICATIA PLATE BREAK RE��ISIONS DATE
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] 1-5/,"0 ROD TO FTG. I
F BUILDER MAY CHOOSE EITHER THE DROPPED
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CON
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). DITION WALL FRAMING AT
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5/."0 ROD TO FTG. 11496.2 ------- DROPPED HEADER CONDITION
TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO /'-2
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 6-10d TO HEADER 10655.113
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-1 Od TO I JOIST 111�0 )/2%6" SIMPSON TITEN HD
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE I/," FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER W/3X30.229" WASHER SEE SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND I/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- Q& HOLD DOWN
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING
THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT SYP#2 DBL. I SEE 1/SO.1
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 %"0 ROD EPDXIED 6" MIN 10849.6 SEE 5/SO.O
DOCUMENTS. TOP PLATE
(DUAL CARTRIDGE INSTALLATION ONLY): 5/110 BUTT JOINT
EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: ABU66 2300 ROD EPDXIED 6" MIN 10849.6 BLOCKING ONLY REQUIRED
j FIELI-) ALTER.ATION
WALL SHEATHING
STRUCTURAL STEEL- SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/SO.1 CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. -E �� \ 1�
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TlE 11506.4 AT SHEARWALLS AND
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 FOR SPLICING PONTIGO Ft ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/,*'0 ROD TO FTG. OPTIONS -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC BOUNDAR SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT Y OF
PRE LSTA12 805 695 10-10d 13872.5
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT THREADED ROD (0 -0" 6" 1 SHEATHING FROM THE INTENT OF THE ORIGINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi 1 CONSTRUCTION DOCUMENTS.ANY
1 CS16 11705 11705 113-8d 10852.1 SHEATHING EPDXIED 4"w/3X30.229" PT. SYP#2-/
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TO BE WASHER SEE SCHEDULE SILL PLATE MAX. MIN.' EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
FOR SPACING BEING APPROVED BY LOU PONTIGO Ft
1171 A CONTINUOUS EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY-',,,. ADDITIONAL ENGINEERING OR
TOP PLATE WAU.;_SEE SCHEDULE TITEN HID GENERAL NOTES.
EPDXY ANCHOR
FLOOR SHEATHING SE!ECIFICATIONS FOR STUD SIZE OPTION ANCHOR OPTION
AND O.C. SPACING.
23/32" T&G OSB OR PLYWOOD SHEATHING, CLUE AND NAIL WITH 10d COMMON 0 6- D.C. EDGE & FIELD 1-N . . . . .. . . . . . . . .
WALL SHEATHING TO .. . . . .
SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
ROOF SHEATHING SP�CIFICATIONS: SOLE PLATE EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED ED1)G;ES
affiRGIL- MIN. 7 WITHIN 4'-0" OF ROOF EDGE). RAISE )6" FROM GENERAL NC I ES
24/16, APA RATED OSB 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.C. 8d @ 3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE
S1.01 ON S1.01 PLAN AND F
jLL O.C. WITHIN 4'-0" OF ROOF EDGE). F 11TEN HD 42" 24" 3X30.229" 4" 2"
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 ASTEN
w/8d @ 3" D.C. EPDXY 42" 24" 3x3xO.229" 4" 2" EXAMPLE OF UNSUPPORTED
F
METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" D.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4',-C" OF ROOF EDGE). (UNBLOCKED) PANEL EDGE,
MAS 42" 24" N/A N/A N/A (TYPICAL)
WALL SHEATHING SPECIFICATION& NOTES:
FLEXIBLE FINISH-MIN, 7&", 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 PLNTE TO UPPER TOP PLATE.
U
NAILING TO INTERMEDIATE
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L---------J L--- j CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX-'� -ROOF
STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO LIPPER TOP PLATE. TRUSSES, OR
1 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (LION) FLOOR JOISTS.
MASONRY SPECIFICAJONS: 0�y
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE ST MULTY STORY 3. AS AN ALTERNATE TO THE YX3"X),4" PLATE WASHER, A 3"X3"X1/." W/ 11/,"o ROUND
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA� BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. --`\ROO
TyP. WA L SECTIONS SOLE PLATE ANCHOR DETAIL Et SCHEDULE r4 F AND FLOOR SHEATHING NAILING
CONCRETE MASONRY UNITS (CMU): \S0.0/ SCALE: 3/4* l'-O* SCALE: 3/4" 1*-0"
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL
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".
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS. STACK BOND SHALL NOT BE
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
(3) ROW OF 10d
NTH - #4 0 4'-0" O.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 NAILS @ 8" 0.C.
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY STAGGERED
1/S1.O. UNLESS NOTED OTHERWISE� LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6'% SIMPSON BEAM. 2x4 BLOCKING 0 a.
SDWC1 5600-1-, 3 PLY BEAM, IN cli 024" D.C. FASTEN
CLAY MASONRY (URICK): SEE ROOF \\,L2x4 MEMBERS: EACH END w/3-10d
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING IF (1) ROW OF 10d TOENAILS LU
PLAN FOR EXTEND SHEATHING VERT. NAILS 0 4" D.C.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH AGI 318-08, AND SHALL DETAILS TO TOP OF TRUSS AS SHOWN, AT 12" O.C.
I PROVIDE 2x4 BLOCKING 2x6 MEMBERS:
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE.
CONCRETE SPECIFICATIONS: 4 (4) ROWS 12d V)
BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE -4j- (2) ROW OF 1 Od STUD BELOW
GENERAL NOTESa SPECIFICATIONS BELOW. (3) ROWS 12d NAILS 0 4" O.C. LOWER TOP 4-10d
E COMM ON S
HEEL V-0" AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBL
FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING
ROOFTRUSSES. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2,,8 POST ORTHOGONAL VIEW WALL INTERSECTION
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOILCOMPACTION AND FILL RIPPED TO FIT- OF CORNER CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN Uj
1 0
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 04"'
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT I r, Z
SIMPSON TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600�, ENGINEERED WOOD ENGINEERED WOOD
SEE ROOF FASTENERS 0 24"o.c FASTENERS @ 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 @48" O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, VHERE PERMITTED, SHALL BE 48 PLAN FOR r-- SIMPSON CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS SHEkTHING MAY SDWC1 5600 CONDITIONS CONDITIONS
F TERMINATE AT SIMPSONJ SEE ROOF I 1 2
CONCRETE SLABS ON GRADE: SIMPSON-/ ;00 FRAMING 3-PLY 4-PLY
SDWC1 5600 TOP OF DEL. SDWC1 5E NOTES:
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEA N TOP PLATE. SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 0
TERMITES. SAWCUTSv OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUTSLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 14-L DETAILS 14" LM- AND GREATER, 2. DENOTES 3"xO.131' GUN NAILS 0 6- O.C. VERTICAL
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WDQQ FRAMIN� SPEC11FICA-17ION& 5" < HEEL < V-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
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 HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE 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 ATTkCHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST. ETC. OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD SPWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
U SPACE 0 48- O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
PEE-EbIGINFERED WOOD TRUSSESn AT TOP PLATE TO STU
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE MERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INTERSECTIONS STUDS CONFIGURATIONS
t--5-� ROOF TRU S CONNECTION BUILT-UP MEMBER FASTENING t*-7
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND t-6
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON \.�-O \,so-o',
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: \.�O TRUSS TO PLATE: DESIGN
EROQE COVERING SPECIFICATIONS: SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANU:ACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING;
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLYWITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR CABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE- THAN 4'-6" FOR GABLE ENDS. - ----
SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: A AND
WATERPROQFINGD NOT REQUIRED AT GABLE- SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. DA
THAN 4'-6" ENEIV.ML
Q.1) PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK-/ SDWC SCREW @
CTION STUDS SEE PLAN- STUDS SEE PLAN 24" O.C. NOTES
MEMBERS CONNE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL
TYPE BUILT-UP POST IN THE WALL �,-(2)12d TOE HEAD OR SILL -�&Op NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. N Al LS E.E. PLAfES SEE\ HEAD QR SILL DRAWINGS.IF A DIMENSION IS
L311,x3l/,x/, 4" 6'-0" GABLE X-BRACE, SEE DETAIL 10/SO.1 (MIN) SCHEDULE -L?-L- PLATES SEE\ UIL. I J- 2X6 WALL Uj NCLEAR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS HEADER SIZE, JACK AND KING STUD 4z HITECTURAL DRAWINGS OR
L.40,4%14 6" 8'-0" DESIGNATES SHEARWALL. THE H6-1/2 QUANTITY. ROUGH OPN'G, SEE ARCHI SCHEDULE Im CONTACT THE E.O.R.
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS 6" 101-011 HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE:
L5x31/2"X1/4 WALL THE SHEARWALL SHEATHING PLATES SEE\ CS18 STRAP w/6-10dx%" ROUGH OPN'G, SEE ARCH SDWC; SCREW
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS NAILING: DESIGNATES 8d COMMONS @ 3" ATTACHMENT CAN BE INTERIOR OR NASTASIA COAS
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6" 6" 12'-0" SW TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLATE SCHEDULE NAILS EACH END. STRAP co PLAN NAME
L7x3'/2"XV1 6 16'-0" 8dO3"L6* D.C. EDGE & 6" O.C. "IN THE CONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. 0 - TAL
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE 12 EIIGN/DRAWN/CHECKED
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS--\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: ICS / ETC/LAP
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION ICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS z
,V--r- BIR ADJ ADJACENT LG - Long SDWC SCREW 01�
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANUF - Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" O.C. DATE
PAINT. WALLS 2X4 AL
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WEATHER BOT - BOTTOM MONO -- Monolithic THAN 3'-6" 03.21.16
BARRIER
Z. LINTEL MORE THAN 8'-0". SHOULD BRG - BEARING OC - On Center HEADER FASTEN
SCALE
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board
DBL DOUBLE PERP Perpendicular A MI A A I
ROOF RAFTER TO 2x- RI NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-/,x3" WD AS NOTED
DGE BM. TOE LINTEL DIA DIAMETER PRE ENG - Pre Engineered
CS18 STRAP W/6-10DX1)�' EPA No.
SCREWS INTO HEADER PROVIDE A 1/2 EA - EACH PSF Pounds per Square Foot
CONT. HEADER, TWO PIECES FACE NAIL 16d@ 1 E I
6" O.C. @ EDC NAILS EACH END. STRAP ATTACHMENT CAN BE
VERTICAL SLOTTED HOLE FOR SCREW. TF ATTACHMENT EE - EACH END PSI Pounds per Square Inch ?.
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS llk==� SEE NOTE 2 EOR - ENGINEER OF RECORD PT PRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. LL-16-00147
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS BRICK VENEER ATTACHMENT: EQ - EQUAL QT Quick Tie SOLE PLATECONNECTOR PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN Nl--�STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
HORIZONTAL TIES 0 24- O.C., VERT. EXT - EXTERIOR REINIF -- Reinforce LOCATED WITHIN 6" OF, PER SCHEDULE AT LOWER LEVEL HEAUtKZD-/ W/8-10d COMMONS GABLE ENDS OR,
GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Omph FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY JACK-TRUSSES L61E3S--- N/A
SOLE PLATE TO JOIST/BLO NG FACE NAIL T(16d 0 16' HEADEf�,] FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SHEET
WIND-ZONE VERT. TIES @ 16" O.C.). SEE PLA4 13RICK LINTEL, FT FOOT SYP Southern Yellow Pine SINGLE STORY MULTI STOR ��VJWASOME COMPLLUCE
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN (STACKED WINDOWS1 I
SEE SP C
IFICA
SEE'ON
5/
S
S
KARCI
TRA�
OP I(
I EADER
--�N TRS
IL
Ti
L
W
P
eOVER Lfi
,K
3"xO.131"O = GUN NAILS 2"xO.113"O RINK SHANK SEE SCHEDULE FTG FOOTING THRU Through (UNSTACKED WIN WS C"Y OF ATLANTIC MCH
12* OF OPENINGS. PROVIDEY,,"O WEEP HDR HEADER TYP Typical r87'�\ TYPICAL HEADER STRAPPING
2%0.113"0 = 6d 2/,'*xO.13V0 = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION Unless Otherwise Noted --I "JE PERMITS FOR ADDITIONAL SO.0
Y0,148"O = 10d 3/,"xO.162"O = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT Vertical \1�-o 111WIIIIIIIIIIJIMAEM AM C01401TIONS
11/2"xO.148"O = 10dxl'/2" 11/2"xO.131"O = 8dx11/2 WWF Welded Wire Fabric �SH E E�Tl 0�F7
767;�;
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER
FASTENED TO TOP- PLATE w/ 10d 0 4" O.C. WALL SHEATHING
PLATE w/ 10d @ 3" O.0
8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING @ 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16
6. _7NAILS AT EA. FRAMING INTERSECTION.
DBL. TOP MA NOTCH HEADER I (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED PLATE,-\ BE OW TOP PLATE
AT SHEARWALLS AND X4
PDRCH SHEATHING, HEADER Lou Pontigo and
EACH SIDE SEE SPECIFICATIONS Associates, Inc.
16d COMMONS OF SPLICE 16d COMMONS B-LOW END PORCH
2x4 SYP#2 HORIZ. BRACING @ 8-GUN NAILS- HEADER,
STUCCO FINISH 5-8d COM
@ 8" 0.C. SHEATHING SPLICE 0 8" O.C. 24" D.C. BETWEEN OUTER WALL- PORCH PARALLE HEADER & SUPPORT SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
+_ I FULL HEIGHT DETAIL B jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL A,- TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z
CONT. RIBBON CONT. RIBBON 8d COM @ EACH END w/ 3-0.13lx3" NAILS PERPENDICULAR STRAPS MIN. (2)2x4 WOOD Ph. 242-0908 Fax. 241-9557
BOARD (TYP) BOARD (TYP) 3" D.C. HOLD DOWN AT
�14 (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL: CA# 8344 SC:CA#3579
\ 1 EACH SIDE FLOOR TO PORCH HEADER. WALL
FLOOR FLOOR OF SPLICE TRUSS OPTION A SHEATHING
TRUSSES-\ TRUSSES 24" 16 GUAGE POSTBASE:
OR JOIST. OR JOIST. 2x4 SYP#2 STRAP w/11- P03T 24" 16 GUAGE 4x4 POST,ABU44 STUD WALL FRAMING
DIAGONAL 10dxlh" EA. END STRAP w/11-
SHEATHING SPLICE FASTEN EA. BELOW 10dx%" EA. END 6x6 POST:ABU66 LSTA12 FOLDED OVER TOP w 2x SO ID BLOCKING
DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS AT SHEATHING EDGE
END w/
Y4" OSB or PLYWOOD 3-10d COMMONS PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING @ 3" O.C._/4"'�' C_
PORCH HEADER, SLAB HEADER
RIM BOARD Y4" SEE PLAN 117 NAILS INTO BEAM. SPACE
WALL FRA WALL SHEATHING IS INSTALLED
VERTICAL JOINTS WITH LINE L ROOF TRUSS
SHORTER THAN ITS16 MAX L\ 1, @ 48" O.C. OMIT IF WALL 0C
MING FRAIMING-/ FLOOR SYSTEM. ALIGN CEILING WALL FRAMING-J -1 3TRAPS MSTA24 ROD 0. -14
ON FACE OF BEAM "zt
STRAPS EPDXIED 6" MIN OR JOIST-,,,,
SHEATHING SPLICE I WALL SHEATHING
JOINTS INSTALL FLOOR TO \FOR PERPENDICULA
R
AN--VEW--(F
BLOCKING ONLY REQUIRED FLOOR STRAPPING PER PL PLAN VIEW OF ELEVATION VIEW OF TRUSS CONNECTION
5-8d COM
F
2 !PQRCH[� HEAD--R PORCH HEADER PORCH HEADER SEE DETAIL B ABOVE
OPTION 1 OR 8-GUN
AT SHEARWALLS AND- EACH SIDE CONTINUOUS 2x6
NAILS SYP#2
STUCCO FINISH AT COWNER POST AT POST AT POST N
OF SPLICE FULL HEIGHT LEDGER FASTE NTH
ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. N
"1111'�v_.**4
OPTION 1 �OPTION 2 '%�\' 0, r"I
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARAI LEL POECH SHEATHING SPECIFICATIONS: HOLD DOWN AT MIN. (2)2x4 WOOD 1-1
GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
TION B
NOTE 1: OR OP TO PORCH HEADER.
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/," (OR GREATEI,Z) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A Ch ristopher I Sabou ri n P E
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS --1jYPICAL PORCH BEAM CONNECTION MEN
2 r3 4 WALL ADJ. TO ROOF CONNECTION
LOILU so.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE
\1 ZO1 AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/S0.1 FOR
Z-DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
TRUSS.-\-4- 4- FIELD ALTERATION
2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF
D.C. FASTENED TO TOP ,--ROOF TRUSS. TRU SS_ SDWC 15600 t t CONTRACTOR SHALL CONTACT LOU
ROOF - ---------4 PONTIGO a ASSOCIATES PRIOR TO
BOT CHORD w/ 0.131x3" @ 3" O.C. AD 11 /-G 0__\1I I 2-SIMPSON H2.5T.
-----------4 2� _ - I I I @_ i I
PLATE w/ 4-0.1310' SHEATHING FASTENED TO @ 32" O.C. MAKI
COMMON. MAX. TOP PLATE w/ 10d @ 3" D.C. SCREWS U MODIFICATIONS WHICH MAY VARY
Y T 4 1 FROM THE NTENT OF THE ORIGINAL
T T SHEARWALL -1 F-1 11 CONSTRUCITION DOCUMENTS.ANY
7-1$t 71 11 IV '
2x SYP#2 CONT. ATTACH 16" MAT Pf OSB WALL FIELD ALTERNATIONS MADE PRIOR TO
I BEING APPROVED BY LOU PONTIGO a
FASTEN CATS EACH END w/ I TO TOP PLATE AND TRUSS SHEATHING LL4 \-Q QJ /'_0 ASSOCIATES MAY RESULT IN
3-0.1310" COMMON TOE NAILS I
I w/ 0.1310" @ 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-/ INSPECTION FEES.
SHEARWALL OR_/ SHEARWALL-/ - +
EXTERIOR WALL SW 803" SW 8d@3"/6" _au
PERFORATED sHEARWALL SEGMENTED SHEARWALL STRAP KING PO ROUGH OPENING, SEE ROUGH OPENING, SEE
ALTERNATE A ALTERNATE 8 ALTERNATE C ALTERNATE G I POST BELOW WITH TTST10671 TRUSS UPLIFT TABLE AT LEFj_ STRAP KING POST TO TRUSS UPLIFT TABLE AT L
(�)- UPPER TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
OSB DIAPHRAGM FASTEN ROOF FLOOR DECK d @4"O.C. SW 8d@3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
TO NAILER w/ (1) ROW 8d TRUSS. FLOOR ANCHORS ARE NOT USED z
2x4 SPF#2 CONTINUOUS TRUSS. (I)- END STUDS TO FOUNDATION (I)- END STUDS TO FOUNDATION
@ 3" D.C. FASTEN TO TOP '5W 8d@3/6: HTT5 OR HDU5 "5W 8d@3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION
LEDGER FASTENED
PLATE w/ (2) ROWS TRUSS WEBS WITH--
FBI CONNECTION UPLIFT CONNECTOR UPLIFT CONNECTOR
OF 8d 0 3" O.C. SOLE PLATE ANCHORS - SOLE PLATE ANCHORS CONNECTION
w/3-0.131x3" SHEARWALL NOTES: CALL OUT
M,
E SCHEDULE ON DETAIL 3/SO.'O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT
COMMON. E
T 2x4 SP FLOOR 1. AT ROOF TRUSS,
SYP#2 2x4 NAILER FASTENED I ALL AROUND T T I :>< I SHEARWALL NOTES A H2.5T @ 32" O.C. TOP & BOT A LS18 0 32' D.C.
FRAMING CONTRACTOR MAY
I CHOOSE A,B,C,D, OR G. 1. PROVIDE 316" OSB SHEA COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN Uj
TO TRUSS BOT. CHORD w/ I FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
(2) ROWS 0.1310" @ 3" D.C. I INTE 3-0.13lx3" NAILS @ 6" O.C. \-D.C. FASTENED TO TDP C (1)MSTA24 STRAPS (2)CS16 STRAPS
I :.RIOR 2. USE ALTERNATE A.
1 0
LL PLATE w/ 4-0.131x" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE P�Z FULL HGT THREADED ROD SEE PLAN
sw-2-// _�j SHEARWA SHEARWALL OR_A' COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U_O N]) OR HTT4 HOLD DOWN AT BASE (U.O.N)
\-5-16d NAILS EXTERIOR WALL +- TRUSSES.
ALTERNATE Q ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR SN TO ROOF OR FLOOR TRUSSES PER 5/S0.1
ALTERNATE F 3. USE ALTERNATE
E & FFOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O U
1. TRUSS ATTACHRE�LT_jj
SHEARWALL ATTACHMENT AT ROOF Et FLOOR --\ TYPICAL SHEARWALL ELEVATION HEADER TIE DOWN T z
5 r6 MIEN 7
\-�i PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0 z
X X
X n1 LIJ
4-12d T MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS.
SINGLE
8d COMMON NAILS ROOF L NAILS (T P.) L2x4 SYP#2 OUTLOOKERS IRRACING NOTES AND SPECIFICATIONS
AT 3" O.C.(TYP) TRUSS BRACING
TRUSS @ 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3
WALL STUDS WALL STUDS EACH E�D w/3-10d-/ H3 OR H2.5T HURRICANE CLIP 0 EA, OR BETTER OR 2x4 SPF#2 OR BETTER.
AT 16" D.C. AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (LION)
FASTEN TO ROOF FRAMING BELOW (1)DIAGONAL BRACE PER (o
w/ 4-12d NAILS AT EACH RAFTER. 6-10d <
A"� ROOF SHEATHING COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT 0
TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER. Uj
2X6 3.)PERMANENT PERMANENT BRACING
ROOF TRUSSJ ROO ANGLE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS PROVIDE 1x4 SYP#3 OR BETTER
SCHEDULE BELOW PER SCHEDULE BELOW. 2xil_ SPF#2 AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP BOTTOM CHORD BRACING
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE CABLE END TRUSS. T-BRACE FASTENED TO PERPENDICULAR TO TRUSS BOTTOM
RAFTER LENGTH LENGTHS > 8'-0". WEB w 12d 0 6 O.C. CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE T-BRACE TO BE THE) TRUS WITH 2-8d COMMON NAILS. AT
VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/lOd COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL 0 6" ON-CENTER AND GRADE AS WEB
REACTIO� LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER /-GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AT END WALLS PROVIDE DIAGONALS
0-775 1850-2345 2x8 w/ 6-/,"Ox6" SDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND__// TO BE BRACED. 0 0
2x6 w/ 5-0.131x3" (APPROXIMATELY 457.) TO THE
776-1250 2x8 w/ 8-0.13lx3" 2346-3125 2x12 w/ 8-/,"0x6" SIDS SCREWS LOCATION. IF MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
BLOCK TO DBL TOP BRACE 1§-NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
1251-1540 2x1O w/ 10-0.13lx3" 1; AS SHOWN,
1540-1850 2x12 w/ 12-0.13lx3" v2 /-PLT W/ 2-H2.5T TO FORM A ZIGZAG PATTERN ALL
CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING.
LEDGER A NOTES: WHERE A LEDGER IS INDICATED 1 0.1310' TOE NAILS @ 8"O.C. NECESSARY AT HIP ROOFS. ALSO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, I ALONG EXTERIOR WALLS PARALLEL TO
FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT rTO DBL. TOP PLATE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I DIAGONALS IN THE END SPACE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-1 Od LSTA12 @ 48" O.C. aR DBL TOP PLT BETWEEN THE WALL AND THE FIRST
X-BRACE w/ 2-16d INTO BOTTOM- LINE OF BOTTOM CHORD BRACING AT A
COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. L SDWC15600 @ 36" D.C. OMIT IF TYPICAL
MEN 8 LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS ri 0-1\ GABLE END BRACING SHEATHING OVERLAPS CABLE 12" MIN PERMANENT TRUSS BRACING 11 A
S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. �SO.1� SCALE: 3/4' = 1'-0' FIN.MMING
ENGINEER, NOT SHOWN FOR CLARITY T3kZ-0ji 2. ALL MATERIAL TO BE SYP#2 MIN 2 PLY STUD MIN 2 PLY STUD
IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
D
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS nUA JLS
KA FULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS
WASHER PLAN 1XI MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM
ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- JOB Opy
@ FOLD OVER TOP PLATE (2)MSTA24 STRAPS FASTEN w/12-
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 0.131x3" GUN 0.1310" GUN NAILS
SOLE DOUBLE FULL HT. SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN w/18-10d HDU5. FASTEN NAILS (2)MTS12 (2)MTS12 THIS PLA U0011F BE
UPLIFT PLATE ANCHOR FOUNDATION AND TO TI-iE UPPERMOST PLATE AT THE 1 11 0
H j j
CONNECTOR FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I 26-10d COMONS N N JOB S
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE U SIMPSON DTT2Z S ME NS FROM
PLATE SEE PLAN TOP PLATE, PROMDE A 2"x 2*x )6' STEEL WASHER. _W/8
! 11 Y4"X%" DIMENSION IS
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SOS SCREWS ACH INS U ERTC THE
o SIMPSON FULL HEIGHT T DI AWINGS OR
OR POST. THREADS TO EXTEND ABOVE T'IGHTENED NUT. (TYP.) FULL HEIGHT LTT20B THREADED ROD \-(2)H2.5T _(2
MINIMUM 2 PLY
FULL HEIGHT ROD
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, STUDI THREADED ROD WITHIN 6" OF MINIMUM
PLATE %" LARGER THAN THE MINIMUM
PROVIDE A HOLE IN THE
ELEVATIO D:AMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY
THREADED ROD 2 PLY-i [EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY PLAN AME
SEE PLAN AT2ND STORY THREADED
CONTINUOUS RODS ARE PREFERRED, COLIPLERE /-COUPLER TIGHT STUD STUDS PROVIDE ROD EPDXIED )�4* 11TEN HD TUD_� STUDS PROVIDE ANASTASIA COASTAL
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES THREADED ROD
STEEL COUPLER X �!' AGAINST PLATE 1 CS18 STRAPS 7.5" M I N 2 CS18 STRAPS S
S NGLE S ANASTAIA
FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE /-EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED
(OPTIONAL, LOCATE ANCHOR ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AT BASE OFSTUDS )�x(3" TITEN HD r
@
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) (FLOOR TO FLOOR) CS / BTC/LAP
AT SILj_ PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (%"x6�Y4") r MINIMUM
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2PLY HOLD DOWN SEE PL0 DATE
THE NUT ABOW THE LFIPMOST PIATE SMALL BE SIMPSON DTT2Z /-STUD /-%" ROD = DTT2Z 03.21.16
FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER M A SNUG-IGHT
FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD /'-W/8- Y4"Xly2" HTT5 ROD = HTT5 SCALE
FRAMING WRENCH (APPROAMATELY 30 FT.-LOS OF TORQUE). S SCREWS BUIL1-UP POST, BUILT-UP POST,-
(p @ @ DUE TO SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. AS NOTED
THREADED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT M 30
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LOS. OF TORQUE AFTER ALL TRADES ARE LPA No.
11 1/ 11 - COMPLETE AND PRIOR M INSULATION.
SEE PLAN PER PLAN. 3/8 1/1. 0 2 0 2x2x/B" 4 4!' 2 3" TOLL-16-00147
T 3
L EMBEDMEN 5/8 -Y4"0 /4"0 3x3x'/4" 7 5" 12" 2)�" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HQU5 QTT2Z LTT20B CONTROL No.
DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2
!MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE N/A
FULL HEIGHT 'ANCHOR REQUIREMENTS FULL HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL
WALL SECTION THREADED ROD INSTALLATION CHARI FULL HEIGHT ROD ALTERNATE
2 L" """
� FINISH
ONS
P
S
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(TYP)
AB 14DER (
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TC
/' 13
/,�15 HO
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT r14 FULL HEIGHT THREADED ROD LD DOWN ATTACHMENT DETAIL �16 GIRDER / BEAM STRAPPING
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Val/ ALTERNATE tol SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN so.]
OVERLAP SIDEWNLL OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE TOP PLATE ALWAYS PLACE
TOP PLATE ALWAYS PLACE HEADER AT
HEADER AT TOP OF ROUGH
5/,"0 THREADED ROD
TOP OFROUGH OPENING
I OPENING
GARAGE EA
. .. . . . . . . . . . . .
. . . . . . . . . . . . . . . . T.R. . . .. . . . . . . . . FULL HEIGHT
ALWAYS PLACE GOAL POST. FASTEN TO STUD
(ONE IN SIDE THREADED ROD
HEADER . . . . . . . . w/3x3xl 4" PLATE . . . . . . . . I
HEADER AT PACK WITH 2-ROWS OF 16d V" . . . . . . . . . . . .
TOP OF ROUGH . . . . . . . . . WALQ-�-11 2 Lou Pontigo and
RING SHANK NAILS @ 12" O.C. . . . . . . MAX
OPENING �-o Associates, Inc.
A2)20ga STRAPS
HEADER TO JACK ATTACH GARAGE DOOR THRU LEXTEND HEADER TO LEXTEND HEADER TO
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO 1 RZ FAR SIDE OF WALL 420 Osceola Avenue
HTT5 W/ j FAR SIDE OF WALL 7-6X6 P ST AS SHOWN. Jax. Beach, Florida 32250
/STUD PACK, PER GARAGE DOOR (2)2x6 ;---W2x6 SPF 2 AS SHOWN. 0
(2)2x6 JACK STUDS THREADED ROD-\ SUPPLIER JACKS El Ph. 242-0908 Fax. 241-9557
EPDXIED 12" AND (1)\ �6�6 4'-O"x4*-O" PIECE OF WALL F L: CA#8344 SC:CA#3579
KI NG. 4'-0%4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER
SHEATING INSTALL ATUPPER
HTT5 w/ HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER
(2)2x STUD CORNER XTERIOR STUD TRIMED AS DETAIL A
x%" THREADED ROD 0 ON EXTERIOR STUD TRIMED AS DETAIL A THREADEDROD AND (1) SHOWN)
EPDXIED 12" EPDXIED 12"
> a 6
SHOWN)
KING.
P.T. SOLE PLATE,,,, _�FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS
ft
o
GARAGE HTT5w/ FNSTEN SHEATING TO HEADER w' / 8d COMMON qR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
2 SOLE PLATE HTT5 w/ - i t
4
FLOOR THREADED ROD -\-I� 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING SILLS) TYP. \C_� . ..
ANCHOR THREADED ROD (STUDS, BLOCKING & SILLS) TYP. � b . EAI�7-
EPDXIED 12" ----�--.--7 -
rx
E6 �6�6�6
SOLE PLATE FLOO1 EPDXIED 12"
'Y 4
.77-
T[T- -T.r
ANCHOR GARAGE WING WALL SECTION \-DDUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 4 DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
THICKENED SLAB EDGE .. . 0
AT GARAGE OPENING. .. .
--- 6x6 POST NTH ABU66
.%-7.0-TH READ ED-ROD--(OVER,ADDITIONAL DOUBLE PLATE.'BETWEEN. ,
5/
w/ ," THREADED ROD OF
NOTES: STUDS)� DRILLED AND EPDXIED w/ �12" EMBEDMENT & X WASHER.,�
EPDXIED 12" MIN. A-
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.
GARAGE WING WALL ELEVATION Al E
Christopher J Sabourin PE
FL P E#7 14 6 1
VMEN 1 GARAGE HEADER FRAMING WHEN 2 GARAGE POR AL WING WALL VMEN 3 GARAGE WING WALL FRAMING LESS THAN 12" R�ISIIDNS DATE
OTED SO.2 0 SO.2 0 SO.2
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
TRUSS BOT. CHORD TO
GABLE TRUSS PER GABLE BRACING TRUSS
PLAN w/8d @ 12" D.C.
FIELD ALTERATION
FASTEN "TOP CHORD" CONTRACTOR SH ALL CONTACT LOU
GABLE BRACE TRUSS TO PONT GO a ASSOCIATES PRIOR TO
WALL w/8d 0 6" O.C. MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
FASTEN GABLE BRACING BEING APPROVED BY LOU PONTIGO a
TOP PLAT VTRUSS TO WALL w/(10)8d ASSOCIATES MAY RESULT IN
BELOW EA. END ADDITIONAL ENGINEERING OR
SECTION A-A
U
L4-12d TOE 2x4 SYP#2 OUTLOOKERS Ln
ROOF NAILS (TYP.)
TRUSS @ 24" O.C. SPLICE 2x6 x 4'-6" P.T. SYP NO.2 Uj
H3 OR H2.5T HURRICANE CLIP @ EA. Ln Uj 0
OUTL—OOKER TO TRUSS. EXPOSED RAFTER TAIL TO EACH ROOF
TRUSS 0 24" O.C.
LLJ
U LIJ
PRE-ENGINEERED-
WOOD ROOF TRUSSES. 2x SPF BLOCKING z
12d COMMON RIPPED TO FIT
WALL SHEATHING UP WIRE NAILS CL WITH GAP SHOWN
GABLE END TRUSS. 0 4" 0.C. < <
STAGGERED 0 SOFFIT, SEE
"O�
RI PPED
N TH G TO
AP
0 a.
ARCH.
DOUB)LE-// to ,_ - Uj
GABLE BRACING TRUSS P.T. SYP
TO WALL, SEE S ECTION TOP PLATE V-4" FASCIA
A-A I SHEATHING MAY
0.131x3" TOE NAILS @ 8"O.C. TERMINATE AT
FROM BOT. CHORD OF TRUSS TOP OFDBL.
TO DBL. TOP PLATE TOP PLATE. 0
TRUSS BOT. CHORD TO GABLE
BRACING TRUSS w/8d @ 12" O.C.-//&== LSTA12 @ 48" D.C. OR DBL TOP PLT
L TO GABLE TRUSS BOTTOM CHORD W/ 0
GABLE END BRACING SDWC15600 @ 36" O.C. OMIT IF RAFT R TAIL DETAIL z
SHEATHING OVERLAPS CABLE 12" MIN
�.2 \,�2 SCALE: 3/4" 1'-0'
0 0
j U
misc
F rl A
IV-1MING
D r:T A ILS
Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS,IF A DIMENSION IS
UNCLEAR PEFER TO THE
PA
W
W�
IN
NG
GS
So
OR
P
ARCHITECTURAL D
EEOR
CONTACT TH
E E.O.P.
PLAN NAME
r ANASTASIA COASTAL
DESIGN/DRAWN/CHECKED
CS / BTC /LAP
DATE
03.21.16
SCALE
AS NOTED
EPA No.
JOB COP"y TOLL-16-00147
CONTROL No.
THIS PUN K.A.UOS11" BE N/A
ON JOB SITE FOR SHEET
EACH INSPECTION
SO.2
SHEET 3 OF 7
E
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
/A 1%
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN A s s o c i a t e s, I nc.
420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
F L: CA# 8344 SC:CA#3579
(I�7
C
0. 146
3
S1.01 S1.01
F
@
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F— 0
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C h r i s t o p h e r I S a b o u r i n P E
F L P E#7 14 6 1
>Q
KR��ISIONS DATE
11 10
7m
^2
rl OB
�Si.01) 713
7 SAWCUT S1.01
.4
FIELD ALTERATION
If
CONTRACTOR SHALL CONTACT LOU
PONTIGO Ft ASSOCIATES PRIOR TO
J7, F::
3 ANY STRUCTURAL FIELD
4 —8pp MAKIN
MODIFICATIONS WHICH MAY VARY
--- FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
ji
FIELD ALTERNATIONS MADE PRIOR TO
X,t 1.01 S1. 1 <
BEING APPROVED BY LOU PONTIGO a
V)
0 ASSOCIATES MAY RESULT IN
w ADDIT�ONAL ENGINEERING OR
Ln % K
I I
Ix L
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\�LV' I 240-41p X
2'—8 X
X S�WCU�l
X
r3 U LD
S1.011
T--1
PROVIDE 2—#4x4'—O" 4< Ln
CORNER CRACK BARS 4" CONCRETE SLAB w/ r
Uj
K, —DEPTH.
AT SLAB MID FIBERMESH @ 1.5 LBS/CU.YD. Ljj
4 <
OF CONCRETE OR 5x6 W1.4xW1.4 0
S1.01
WWF ON 5MIL VAPOR BARRIER
IN PREPARED GRADE.—\\
Q,
7
12x12 MASONRY PIER
7
9 Lij
W/2—#5 VERTICAL
X _y 7
J/ 77,
'A'y"NA"lA"
REBAR. TOP OF PIER S1.01 L-J
>'z
XI
X
IS TO HOUSE SLAB.
<
>t
PROVIDE SAW CUTS PER MONO FOOTING TO
5/S1.01, BUILDER TO STEMWALL w/ 2—#5x3o
^9 COORDINATE WITH FINISH DOWELS EPDXIED 6p' MIN.
FLOOR MATERIAL.
0 V - ----- rl Uj
PAVERS
BY OTHERS
�Si.01) 2x8 SYP#2 P.T. DECK @ 16"
IX
9 5
0 C. SEE DETAIL 1/S1.0.
1T
J-1
0
Lii
qX
z
12x12 MASONRY PIER
W/2—#5 VERTICAL
>Q
REBAR. TOP OF PIER
IS TO HOUSE SLAB
S1.011 S1.01
POST SEE PLAN
SET DIRECTLY ON
CMU w/ABU66
DECKING PER FOUN DATION
ARCH.
LUS28 2x8 P.T. SOLE PLATE PLAN
HANGER w SOLE PLATE ANCHORS
T-
@ 48" 0.C.
7
STEMWALL & Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
FOOTING SEE--\, UNCLEAR REFER TO THE
DETAIL 1/S1.01. ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
FLOOR JOISTS,_/
H3
K
AN NAME
SEE PLAN P.T. RI
FOOTING SCHEDULE AND NOTES r ANASTASIA COASTAL
SOLE PLATE ANCHOR SPACING SCHD FOUNDATION PLAN (1)COURSE BOARD
2x8 P.T. LEDGER. FASTEN TO BOND BEAM #5 VERTICAL @ DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 42" O.C. SCALE: 1/4" 1p—O'p CS BTC/LAP
3—#5 EA. WAY BOT. 11-0. 2'-0" 2'-0" F2.0 UNLESS OTHER NOTED r STEMWALL w/ 5/,," THREADED w/(l)#5 CONT. 48" O.C. w/6" DATE
WAY BOT. 11-0. 2'-6" SHEARWALLS ROD EPDXIED 4" MIN. @ 16" 4. < 2—#5 HOOK INTO FTG.
3—#5 EA. 2'-6" F2.5 0
24" O.C. O.C. STAGGERED CON T. 03.21.16
3—#5 EA. WAY BOT. 1 1—0 3'-0 3'-0" F3.0 (SW 8dOY/6") 4,4 L SCALE
11-0. .' - . .4
4—#5 EA. WAY BOT. 3'-6 3'-6" F3.5 SOLE PLT @ WHEN NOTED ON PLAN FRONT PORCH AS NOTED
4—#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 SEE NOTE 2 160) LPA No.
4—#5 EA. WAY BOT. 11-011 4'-6" 4'—6 F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL �JOB COPY ill TOLL-16-00147
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.O CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, S THIS PLAN MUST BE N/A
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR ECTION
REFERENCE ONLY. EXAMPLE SOLE PLT 0 36" 36" SHEET
I L
b
ON—CENTER SPACING 0— N- JOB SITE FOR
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3 SOIL COMPACT10N AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED EACH INSPECTION S1 .0
PROCTOR IN ACCORDANCE WTH ASTM D 1557. SHEET4 OF7
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
CORNER BARS (TYPICAL)
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. 8" CMU OPEN BOTTOM LINTEL Lou Pontigo and
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, ORNER BARS (TYP.) ------- SEE 7B/S1 .01 SEE 3/SO.O BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
WHEN SPECIFIED ON PLAN. "'z
LAYOUT PLAN AND _ /C SEE ARCH PLAN 420 Osceola Avenue
PERMANENT LATERAL 7
SLAB ON GRADE, SLAB ON jax. Beach, Florida 32250
51"
2
SUPPORT DETAIL.
Ph. 242-0908 Fax. 241-9557
SEE PLAN. GRADE,
7 1/ 4 F L: CA# 8344 SC:CA#3579
SE 'T__171
7-7 E PLAN.
GRADE OR CONIC.
\m
SLAB, SEE PLAN. \
_=7
100
8" CMU STEM WALL W/
#4 DOWEL TO MATCH VERT.
- I : N SLAB ON
SHOWER PAN SLO�ES TO DRAIN, SEE ARCH #4 VERTICAL DOWELS @ 24" O.C. Ca
STEMWALL REINFORCING (SEE
STEMWALL SCHEDULE 90* BEND INTO FTG. GRADE—
PLAN. MAINTAIN 4" MIN. SLAB THICKNESS.
'7�
CMU SEE PLAN
SCHEDULE) w/ 6" HOOK INTO Z 2�
FOOTING. LAP VERT REINFORCING
Do
REINFORCING
4 00
COURSES 41 461
25" IF STEMWALL IS GREATER
<
LU 0
1 TO 6 #4 VERT. @ 48"O.C.
THAN (3) COURSES. :z _j OF
A to C)
7 TO #4 VERT. @ 24"O.C. 4
'0
To 12 #4 VERT. @ 8"O.C. CONT. CONCRETE FOOTING
FOOTING
3 CLEARI
STEMWALLS OVER 6 COURSES To 8"d x 16"w J—STORY, w/(2)#5 CONT. V TYP
HAVE TRUSS TYPE HORIZ. JOINT 1 0"d x 20"w 2—STORY, W/(3)#4 OR (2)#5 CONT. Christopher J Sabourin P E
REINF. BETWEEN EVERY OTHER 1 0"x20" F L P E#7 14 6 1
COURSE. FILL CELLS SOLID.
w/ 2—#5 CONT.
RT71SIONS DATE
GARAGE STEM WALL
r7� STEMWALL FOOTING r2 FOOTING W/ SHOWER RESESS
-�01 SCALE: 3/4" 1'-0" �,�.O 1 (IF REQUIRED) ��O 1 (IF REQUIRED)
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
STEP, SEE CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ARCH. 4 ASSOCIATES MAY RESULT IN
(4" MAX.) EQUAL TO SLAB ADDITIONAL ENGINEERING OR
THICKNESS.
STEP, SEE 7B @ SLAB RECESS
SLAB ON ARCH BRICK VENEER IS T Z
GRADE --------- ACCEPTABLE WITHOUT
INCREASE OF FOOTING
SEE PLA WALL FRAMING
SLAB ON
SEE PLAN ELASTOMERIC SEALANT 2—#5 CONT.
GRADE, 1" DEEP SAWCUT w/ SLAB ON GRADE, WALL FRAMING
SEE PLAN Uj
STEP, SEE ARCH. PLAN---\ j SLAB ON
7 LIJ
—17
GRADE,
SLAB ON
/2 EXP. JOINT '4
SEE PLAN.
GRADE,
Ll FILLER, SEE PLAN 00
NOTES: 'SEE PLAN.
/ �11" I I- 4 - - I il /� / � 1� "', X LLJ LLj
1) PROVIDE SAWCU__S TO CREATE 1100
APPROXIMATE 12' X 12' MAX. SQ.
-7,7-
2) SAWCUT CONIC. SLAB WITHIN 4 TO
STEMWALL & FOOTING,
12 HOURS OF CONIC. PLACEMENT. '�7
r4') SEE 1/S1.0 OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT.
2" FLAIR 8%20" 811x16" —STORY, w/(2)#5 CONT.
3" MIN 2—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. 0 Z
-7 o' n1 < LU
SAW Clj DETAIL BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN J
STEMWALL STEP r5
r4 tl 6'
-�01SCALE: 3/4" 1'-0"
8x8 PRE—CAST LINTEL, 111�_O 1 oil 4<
w/ 1—#5 0
00 LLJ
Z
FLOOD VENT, 17 00
SEE NOTES ABOVE-----
-7-
0 0
JAMB REINF. CONT. OPEN LINTEL BRICK PAVERS
BOND BEAM w/ BY OTHERS.
TYPICAL WALL FRAMING 3 1—#5 REBAR.
AND ANCHORAGE PER MATCH DOOR /4
WITH, SEE ARCH. RECESS
CONSTRUCTION SPECS.
S L A B 0 N PROVIDE HORIZONTAL JOINT
G
RADE,
ml 8" CMU W/ #4 48"
GRADE REINFORCEMENT AT 16" O.C.
SEE PLAN. VERTICALLY, (EVERY OTHER O.C. CENTERED, GROUT
SLAB ON
_21 PAVING COURSE) ALL CELLS. MISIC
------ GRADE,
BY BUILDER
SEE PLAN. D_ 1#5 CONT. FRAMING
ETAIL 10B
co 3" CLR.
x E,J.
DETAILS
MATERIAL
FLOOD VENT NOTES: C) AP
ON
SLAB
GRADE,
4'
—THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS SEE PLAN. 12.�
0 _6 ALT. FOOTING AT _j
BUILDERS DISCRETION.
ABOVE THE ADJACENT GROUND LEVEL.
#4 DOWEL W/ Do NOT SCALE DIMENSIONS FROM
—OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS 2—#5 CONT THESE DRAWINGS.IF A DIMENSION 15
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED THICKENED EDGE 6" HOOK UNCLEAR REFER TO THE
12" 1—STORY, w/(2)#4 CONT. w/ 1—#5 CONT. DETAIL 10A wl #4 @ 24" OC ARCHITECTURAL DRAWINGS OR
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF - 2—STORY, W/(3)#4 CONT. or (2)#5 CONT. 20$0 CENTERED OR
16"' ROD CHAIRS
'LAN NAME
r ANASTA.1 A COASTAL
DESIGN/DRAWN/CHECKED
CS BTC/LAP
VENT DETAIL rT--� MONOLITHIC EDGE FOOTING DATE
THICKENED SLAB K7�1 STEMWALL AT PORCH 03.21.16
-�01 SCALE: 3/4" 1'-0" -�01 SCALE
-LO, ��-o 1 AS NOTED
LPA No.
B C;6 0 P Y TOLL—16—00147
CONTROL No.
THIS PLAN MUST BE i N/A
SHEET
ON JOB SITE FOR
EACH INSPECTION S1 . 01
'\_�EET�50�F7
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
SW,. 3 LINE DESIGNATES SIDE OF WALL THE
SHEARWALL SHEATHING TO BE APPLIED.
8d @ j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
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
BEAM OR TRUSS. SEE PLAN jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
ANCHOR LEGEND F L:CA# 8344 SC:CA#3579
%" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.l
_,1
4,
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.l E
N
A307 DIAMETER THREADED
1461
ROD TERMINATES AT FIRST FLOOR
(2)2x6 TOP PLATE, SEE DETAIL 12/SO.l
50
SPF#2 -------
A307 DIAMETER THREADED OF
ST. t A\
ROD TERMINATES AT FIRST FLOOR 4:k,
5<', 07
(2)2x6-1/1
(2)2x6-1/1 (2)2x8-1/1� TOP PLATE, SEE DETAIL 12/SO.l
SIMPSON HTT5 SEE DETAIL 15/SO.l
`*,�SEE DETAIL Christopher J Sabourin PE
3/SO.2 FL PE#71461
OST,
SIMPSON DTT2Z SEE DETAIL15/S0.1
N OSB WALL 6x6 POST WITH ABU66 RETISIONS DATE
(0 1-,
SHEATHING. w/ 5/8" THREADED ROD SIMPSON LTT20B SEE DETAIL15/SO.l
a I T Ld I 111�
z R 1 :2 PDXIED 12" MIN.
X <
N j�
0 11 12" LONG LIGHT GAUGE STRAP
CN Z 01 LL_ LSTAl 2 FASTEN TO TOP PLATE AND STUD
I WITH 5-10d COMMONS
_j
SW NAILING: f�_ 7 <
8d@3"/6" z FASTEN TOP WALL STUD SCHEDULE
_X 0 PLATE STUD SIZE
e C4 0- LOCATION
\\-OF WALL PER -
HEIGHT & SPACING
LLJ 91
-1 "00'
0 EXTERIOR 2x4 SPF#2 0 16* O.C. FIELD ALTERATION
L J < MAX
2x6 SPF#2 @ 16" D.C. or CONTRACTOR SHALL CONTACT LOU
EXTERIOR lO'-1
< 6x6 POST WITH ABU66
MAX 2x4 SPF#2 0 12" O.C. PONTIGO Et ASSOCIATES PRIOR TO
_j N�l
MAKING ANY STRUCTURAL FIELD
V-1 TO MODIFICATIONS WHICH MAY VARY
W/ 5/8" THREADED ROD EXTERIOR 114 1-0. 2x6 SPF#2 016" D.C. FROM THE INTENT OF THE ORIGINAL
_011 CONSTRUCTION DOCUMENTS.ANY
EPDXIED 12" MIN. INTERIOR MAX 2x4 SPF#2 016" D.C. FIELD ALTER NATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
2x6 SPF#2 @ 16" D.C. -Qr ASSOCIATES MAY RESULT IN
�PROVIDE L INTERIOR
MAX 2x4 SPF#2 0 12" D.C. ADDITIONAL ENGINEERING OR
N
��JACK ST DS.
(2)1 TE R EDIATE
Fri
q/ rn
R
;�; (D ! -%/ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
C14
C I I I I - I r
< J 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
X Lij SEE DETAIL CONTRACTOR MAY INCREASE STUD SIZE TO MEET
z 10 7.-,�D , -
C,j >
0 ARCHITECTURAL REQUIREMENTS.
00 3/SO.2
3: N if I
m 1q
V) < 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
T z
YELLOW PINE.
SW NAILING:
I U 0 0 8d@3"/6" 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. U LD
Z S: 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
------ TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
L V)
Lo < MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
X z SHEARWALLS
ry LIJ
C:�
Ll- N 3:: 00
COMBINED USE PANEL NOTES V) Uj
RLATE TO STUDS w/ SDWC15600 @ 48" O.C. j co 0
1. EXTERIOR WALL SHEATHING SHALL BE
(2)2x6
SPF#2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
2x8 WALL (2)2X8- TOP PLATE. SEE DETAIL l/SO.l FOR SHEATHING
POST. A-X LLJ LLj
/F;N1 /7/// Z/ /e;,Nl /, -77-///// 1 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
Lj
i i 2. SEE SHEET SO.0 FOR WALL SHEATHING z
100 1 SPECIFICATIONS.
FRONT ENTRY JAMB
N 3. UPPER MOST TOP PLATE SUPPORTING ROOF
FASTENING SEE %kj I <
I X MEMBERS SHALL BE STRAPPED AS SHOWN IN
5/SO.2. lc�l I DETAIL l/SO.O
ti 1,-1
Fs
If, C\j 0
,'kGl��B�LE TRUSS ABOVE
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
((2)2x8 �2/2?D 3/SO.O
n/ LIJ
C14 6x6 P.T. SYP#2 POST
CID GENERAL NOTES
OSB WALL 00 W/ABU66. SEE DETAIL
X
X 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SHEATHING. 2/S0.1. (TYPICAL)
----C%N- �0 N SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
ji il TOP PLATE TO STUDS X
10-
I C'4 SIZES AND SPACING. AT GIRDERS AND BEAMS,
0 1 1 SDWC15600 @ 48" O.C. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
z PLIES.
j 0
LL
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
STRAP HEADER z SHEATHING SPECIFICATIONS. 0
PER 7/S0.1. z
00
3. WHERE FRAMING MEMBERS CONSIST OF MULTI
PILE
DO
FASTEN TOP X PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
PROVIDE \\-OF WALL PER (0 C\j TOGETHER PER DETAIL 6/SO.O
i X 1-1
( ?)INTERMEDIATE C\j
3/SO.O
-2x8 WALL 5/S0.1. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
JACK STUDS.
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
8 ATTACHMENT PER DETAIL 5/SO.l 0 0
6x6 P.T. SYP#2 (2)PLY 16" LVIL (2)2x8-1/1 (2)2x8-2/2 (2)2x6-1/1
POST W/ABU66. 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
3/S0.1 FORBEAM
SEE DETAIL 2/S0.1. SEE 3/S0.1 FOR BEAM SEE TERMINATE BETWEEN TRUSSES, SEE 5A/SO.l
CONN. (TYPICAL) CONN. (TYPICAL) 7. AT PORCHES, SEE DETAIL 2/SO.l FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP wl 10"
END LENGTH. FASTEN ]ST FLOOR
THIS END w/ 9-10d. rl A
FRAMING
WALL FRAMING-/
I Uj
DOUBLE _j PLAN
TOP PLATE.
\_NO NAILS REQUIRED
IN CLEAR SPAN
2-ROWS OF 16d FLOOR
I
TRUSSES-
@ 9" 0.C. OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
CRIPPLE STUDS UNCLEAR REFER TO THE
@ 16" O.C. WALL FRAMING-/ Lj C-D ARCHITECTURAL DRAWINGS OR
loll
(2)2x8 PLATES CS1 8 STRAP w PLAN NAME
'eEND LENGTH. FASTEN
ANASTASIA COASTAL
IVVALL FIZAMING PLAN THIS END w/ 9-10d. r
3CALE: 1/4" V-0" DESIGN/DRAWN/CHECKED
SOLE PLATE ANCHOR SPACING SCHD CS / BTC/LAP
BEAM SEE PLAN ALL EX�ERIOR WALL 42" O.C. DATE
UNLESS OTHER NOTED 0.3.21.16
3-10d TOENAILS SHEARWALLS 24" O.C. SCALE
2-ROWS OF SIMPSON (SW Bd@3"/6") AS NOTED
15600 SDWC SCREWS (2)2X8 MINIMUM PLANK LPA No.
ORIENTED HEADER OVER PLT 0# J, WHEN NOTED ON PLAN
TOLL-16-00147
@ 12" O.C. STAGGERED. _SOL1 JOB COPY
SLIDING GLASS DOOR, FASTEN SEE NOTE 2
TO JACKS EACH EACH END 1. IN TALL SOLE PLATE ANCHORS PER DETAIL THIS PLAN MUST BE N/A
W/(1)A35 3/ 0.0
HEADER SECTION SHEET
ON JOB SITE FOR
2. AN HDR SPACING SHALL BE AS NOTED. FOR
EX MPLE - SOLE PLT @ 36" 36"
ON CENTER SPACING EACH INSPECTION SIA
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESi
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.
4. WHEN USING (2)H2.5T CLIPS ON 11/�" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSS Associates, Inc.
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
F L: CA#8344 SC:CA#3579
,\CD
5
2x6x4'-6" P.T. SYP#2 Q
RAFTER TAIL TO ROOF TRUSS SO.2
S
SEE DETA,1L, AL.
5/50�2 (TYPIC, S TE
-J,
7
00 r-- '(0 BELOW TRUSS PLATE TO
co 0 0 0 0 Cq N N N Cq CD CID
C\I C\I L Tt,—==j — — — — — — —
co co co
C) a 00 In — CD 0 CD 0 0 0 C3
t F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- SDWC15600 STUD SDWC15600
I-- F- Christopher J Sabourin PE
F L P E#7 14 6 1
r4 TRUSS TIE DOWN WITH SIMPSON SDWC
\�SO.2)/ REVISIONS DATE
Rafter to Top Plate shown
Truss to Top Plate similar
\_GABLE END BRACING TRUSS
G
Optimal 22)�
GABLE END BRACING TRUSS_/ B01, SEE 4/SO.2.
GEB03, SEE 4/SO.2.
10, 0'
BWGa�E 30'
A
FIELD ALTERATION
^4
CONTRACTOR SHALL CONTACT LOU
N q,F� �.2 Ly PONTIGO a ASSOCIATES PRIOR TO
N
L� j )lGable End Brace )CMax MAKING A Y STRUCTURAL FIELD
SOLY MODIFICATIONS WHICH MAY VARY
V FROM THE I
CONSTRUCTION DOCUM NTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASS ULT IN
1-T, SDWC15600 TOP PLATE TO
ADDITIONAL ENGINEERING OR
STUD SDWC15600
r4 L H P
"�SO.2)/
L -roof rafters may be sloped up to and including
(n U)
a 12:12 pitch and must be "birdsmouth" cut.
y- JUS2411
Note: 1. Sloped
2. Reference detail 4 for installation instructions.
0, T31
M ic?) CY) CY) CY) Cl) M C9 V) 0 co cy) cy)
C:) C:) 0 C:) C:) C:) C:) C:) C:) C:) C) C-Z) C) CD C-- C:) C:) 0
I—- � 1 co SIMPSON SDWC INSTALLATION RANGE
M 120 'ED 120 rn M m M (n 100 M . Im I I (-M 1120 J04,1 T z
0- a- a_ a_ 0- 0- a- a_ a_ CL a_ a- a_ M CL---- ---
'AN
A.3 le End Br oe J04
Ln
2)HTS1 6
SO.2
Lij
GABLE END BRACING TRUSS J04!_
GEB02, SEE 4/SO.2.
x-t
7/ 7 7 7/
ju
'A
7-
LLJ
X
z
CH CEILING SHEATHING
POR
/77
AT BOTTOM CHORD OF
1 ,7M'l K
r
TRUSS SEE 2/S0.1.
STUD NOT DIRECTI
r2 BELOW S Z a.
11 TRUS
A 0
SO.1 SDWC15600
/>
o e: Reference detail 2a for installation angle limit
V)
/4"
SDWC INSTALLATION
I v1 Rafter to Top Plate shown
(Truss to Top Plate similar)
V
1 1 �� LU
0
z
)IRECT
PORCH CEILING SHEATHING
/X�
AT BOTTOM CHORD OF-,-"
TRUSS SEE 2/S0.1. A
I,. C
NEU �Ii Do not install SDWC in
R
X�:/y17 hatched area
-- --------- SDWC15600
11 1 U
..Overhang -,1 1/2" MIN
2x6x4'-6" P.T. SYP#2 2" MAX
\-RAFTER TAIL TO ROOF TRUSS 5
SEE DETAIL 5/SO.2 (TYPICAL) SO.2 Truss Connector Total List SDWC INSTALLATION RANGE
Manuf Product Qty
USP JUS24 3 ROOF TRUSS
PLACEMENT
Rafter or Truss
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES X` minimum edge PLAN
distance for full
values (with or Splice may be in upper or
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING without a plate lower plate
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 splice)
SCREW UNLESS OTHERWISE NOTED
Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION Is
UNCLEAR REFER TO THE
Y4* from top plate ARCHITECTURAL DRAWINGS OR
splice Offset CONTACT THE E.O.R.
for full values STUD NOT DIRECTLI
11BELOW TRUSS ILAN N7 I
R60F TRUSS �IPLACEMENT PLAN r ANASTASIA COASTAL
SC/LE: 1/4" 1` 0� DESIGN/DRAWN/CHECKED
CS BTC/LAP
DATE
SDWC AT TOP PLATE SPLICE 03.21.16
SCALE
AS NOTED
LPA No.
TOLL-16-00147
Juo"'S CUP
CONTROL No.
THIS PLAN MUST BE N/A
SHEET
ON JOB SITE FOR
Al
IFL—
EACH INSPECTION S1 .2