1753 MARITIME OAK DR - REVISION DWGS 8-24-15 DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAUSIG TYPI AL DOUBLE TOP WINDOW SILL SCHEDULE
0.131X3" TOE NAILS PLATE SPLICE
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAIUN 2XIS, 2x8 (5) NAILS TYPICAL TOP PLATE NAILING, ROUGH DROPPED HEAD MINIMUM END
CONNECTOR FASTENERS FL# CODE 200, 202 (7) NAILS FASTEN ALL TOP PLATES '-0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END T117p]
2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) / (16) O.131x3" NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. SYP SPF 0.13lx3" END NAILS: 9" LVIL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS VENLYSPACED 4 4'-4" (1)2X4 SPF #2 (4)12d TOE NAILS
TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR (2) 0 2x4,
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) I GARAGE +22.9 USP A35 450 450 (9)1Odx1!/2" (3) 0 2x6, 14- LVL, 16- LVL (9) NAILS OF .13lx3 0 12" O.C_ STAGGARD 4 6'-4" (2)2X4 SPF #2 (5)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM ZONE (PSF) a' = 4!-6" DOOR -28.8 (5)8d �A. END (4) 0 2x8. SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
ROOF FLOOR 10 +25.6 -27.7 +25.6 -34.2 (B'x7') USP RT7 585 495 SYP#2 DBL. HEADER, 4 12'-0" (3)24 SYP #2 (1)A35 + (4)12d TOE NAILS W IN
2 CAR USP RT8A 775 650 (5)1Odxl1/2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +"-o USP MTW12 1195 860 (7)10dxl'/2*' EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS Lou Pontigo and-
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 -23.9 USP HTW20 1450 1245 (12)10dxV/2" EA. END U Associates, Inc.
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf i 1 (1 6'x7') USP MSTA24 1640 1 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP SEE 5/SO.O 2x-BLOCKING ONLY # RA I ISED
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION, 420 Osceola Avenue
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 2x SPIF DIAGONAL BLOCKING jax. Beach, Florida 32250
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/�"O RIDD TO FTG. 3. USE SYP#2 FOR ALL FASTENED W/ 3-0.131"X3,,
DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d TO HEADER HEADERS DROPPED EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 HEADER ,"--SHEATHING MAY EXTEND 2" F L: CA# 8344 SO CA#3579
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. I" ATTACHMENTSMUST
4. ALL WALLS SHALL BE P#2 PAST BLOCKING- WINDOW
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/s"O ROD TO FIG. BALLOON FRAMED FULL LSY HEADER ANCHOR INTO 2x MATERIAL.
WIND LOADING: . LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/,"0 ROD �112)1 6d HEIGHT TO ROOF OR FLOOR L-- - ---- FASTEN LOWERSTUD PER PLANS
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A %110 P BEARING ELEVATION, U.O.N. Ol� TO TALLER STUD w/ T JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 GO 2) 6d PLAN. PERMANENT TRUSS
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)/."x2-V, TAPCONS 0 12" D.C. WINDOW SILL SE E SEE PLAN
. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 5.) FASTEN BOTTOM PLATE OF Nf
SCHEDULE
LIVE LOADS COMBINED V41TH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR
RY
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPUER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALL FOR SILL SIZE AND
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNIZ_:CTORS w/lOd MASONRY CUT NAILS 0 _S TYPICAL SOLE CONNECTION EACH AT TWO STO C:) DITIONS,
---------- 130 MPH TYPICALLY W FULL ELAIE_hALUha* WINDOW SILL SEE PROVIDE SOLID BLOCKING
BASIC MIND SPEED (ASCE 7-10) a 48" D.C. MINIMUM. SEE HEIGHT THREADED END SCHEDULE WITHIN FLOOR SYSTEM AT ALL 94' ,:1117
IMPORTANCE FACTOR --------------- 1.00 42-4- UPLIFT 0.1131x3" TOE NAILS: z
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, UPPER LEVEL POSTS & JACK 3 1�
a FASTENERS FL# CODE ANCHORS AT SHEARWALLS 2
MEAN ROOF HEIGHT ---------------- 20.0 FT STUDS
SYP SPF -
ROOF PITCH ------------------- 7/12 0 '.
A35 450 450 12-8&11/2" 10446.4 SDWC15600 SCREW
%3 ". OF
BUILDING CATEGORY ---------------- 11 H2.5T 600 52o 5-8d EA. END 11478.3 BLOCKING ONLY REQUIRED SEE 8/SO.O
EXPOSURE CATEGORY --------------- C 4-24-DENOTES EDGE STRIP. INTE IOR QEARI�G WAUL AT SHEARWALLS AND-\ PT. SPF#2
OLE PLATE R 10
ENCLOSURE CLASSIFICATION ------------ENCLOSED SEE C & C CHART H8 620 530 5-10dxl'/'2" EA. END 11470.3 SEE PLAN FOR STUD SIZE . .....
A13OVE �Ulx a' DIMENSIO AND D.C. SPACING. I
INTERNAL PRESSURE COEFFICIENT ---------- ± .18 MTS12 1000 860 7-10dxl'/'2* EA. END 10456.3 1 WALL SHEATHING
CONNECTOR STUCCO FINISH S) 0 2": 1 J
(3
4) 0 2x6
A
HTS20 1450 1245 24-10dx1V," EA. END 13872.3 SEE DETAIL 1/SO.1
CONTINUOUS BiLLKING N_ �-
MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13372.4 WITHIN FLOOR SYSTEM 16d COMMONS FOR SPLICING FOUNDATION, SEE PLA Christopher I Sabourin P E
a -Ir�a MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS 9,13OVE. 0 8" O.C. OPTIONS 1 B__ FL PE#71461
C-__ WALL FRAMING AT WALL FRAMING AT MAX. MtN1. SOI E PLATE ANCHOR,
HARDWARE AND ANCHORS: 18-16d TO TRUSS/BEAM FLOOR SHEATHING, FROM SOLE SEE SCHEDULE
HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICATION PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK
[NOT ACTUAL PLAN] _t_a� I_a;
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH 1-5/,"0 ROD TO FTG. RE71SIONS OATE
- BUILDER MAY CHO SE EITHER THE DROPPED
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS EAM 1HEADER CONDITIONOOR RAISED HEADER CONDITION WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HTT5 5250 4670 /B 11496.2 ------- DROP ED HEADER CQNDInON
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE 1-5/,"0 ROD TO FT�_ TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER t-2
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10555.113 11��O
RETROFIT REBAR/ROD INSTALLA11ON: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QE BE RESPONSIBLE r4--10d TO JOIST Iq I: I I
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/,11 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I Y,"x6" SIMPSON TITEN HD SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND 1/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 14-16d TO HEADER 10531.36 L---- i _j w/3X30.229" WASHER SEE Q11 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 DEL SEE 5/S).0 SEE 1/SO.1
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/,"0 ROD EPDXIED 6" MIN 10849.6
(DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU66 2300 5/,"0 ROD EPDXIED 6" MIN 10849-6 TOP PLATE 2 2- BUTT JOINT-\
EPDXY-. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILI TIES, BLOCKING ONLY REQUIRED FIELD ALTEPAT
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS ANDJ WALL SHEATHING
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, LTT20B 1675 1 STUCCO FINISH CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 10-16d TO STUD/BEAM/POST SEE DETAIL 1/SO.i
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 16, 11496.3 FOR SPLICING PONTIGO a AS OCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED W/2"O ROD TO FTG. IrOPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 110-10d 13872.5 1 Y2" THREADED ROD l'-O' 6" BOUNDARY 0 SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY - FULL HEIGHT 11 FROM THE INTENT OF THE ORIGINAL
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 1705 113-8d 10852.1 SHEATHING EPDXIED 4'*w/3X3xO.2, . . . . . . .. . . . . . . . . . . . . . .. CONSTRUCTION DOCUMENTS.ANY
1705 SILL PLATE MAX MIN FIELD ALTERNATIONS MADE PRIOR TO
WASHER SEE SCHEDULE EXAMPLE OF PANEL BEING APPROVED By LOU PONTIGO a
CONTINUOUS '�VFOR SPACING W PT. SYP#2 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 WALL, EE SCHEDULE TITEN HID GENERAL NOTES.
FOR STUD SIZE EPDXY ANCHOR ANCHOR OPTION
FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING.
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 5- D.C. EDGE & FIELD . . . .. . . . . . . .
WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACIN- AT . . . . . . . . .
Ir
ROOF SHEATHING SPECIFICATIONS: SOLE PLATE SUPPORTED EDGES,
aWNDIL- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. wrHIN 4'-0" OF ROOF EDGE). RAISE )6" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE
8d 0 3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR GENERAL NOTES
ON S .0 PLAN AND FASTEN
ON S1,O SPACING SPACING SPEC. DEPTH DISTANCE
nLF- - MIN. 15/32" 32/16. APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 5" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE). W/Scl 0 3" O.C. TITEN HD 48" 24" 3x3xO.229" 4" 2 EXAMPLE OF UNSUPPORTED
r F _IEPDXY 48" 24" 3x3xO.229" 4" 2" (UNBLOCKED) PANEL EDGE,
METAL - MIN� 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6- O.C. FIELD (AT CABLE ENDS DECREASE EDGE NAIL SPACING TO 4!' O.C. WITHIN 4'-0" OF ROOF EDGE). I
MAS 48" 24" N/A N/A N/A (TYPICAL)
NOTES:
WALL SHEATHING SPECIFICATIONS,
FLEXIBLE FINISH-MIN.
7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d 0 6" D.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE
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------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX.-� ROOF
STUCCO FIN15-H,-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 PLATE TO UPPER TOP PLATE. (LON) TRUSSES, OR Uj
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS.
MASONRY SPECIFICATIONS, SINGLE STORY MULTY STORY V) Uj
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 NTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3-X3-XY,- PLATE WASHER, A 3"X3"X/t W/ 1'/,"0 ROUND 0.%^
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. L Uj
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALL SECTIONS SOLE PLATE ANCHOR DETAIL Ff SCHEDULE (2)ROOF AND FLOOR SHEATHING NAILING
CONCRETE MASONRY UNITS (CMU): SCALE: 3/4" = V-0- 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, WTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (rm=1500 psi). GROUT ALL CE-ULS CONTAINING VERTICAL
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY MIEN THE WALL HEIGHT EXCEEDS 5'-0". U z
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 2 2
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
NTH - #4 0 4'-D" D.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF, SHALL BE INCREASED AS NOTED ON NAILS 0 8" D.C.-\ 0 z
2 PLY STAGGERED
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON It-BEAM. 2x4 BLOCKING
SDWC1 5600 3 PLY BEAM. N
024" O.C. FASTEN
CLAY MASONRY (II
SEE ROOF '�2x4 MEMBERS, EACH END W/3-10d
BRICK $HALL BE IN ACCORDANCE WITH ASTM C62, C216. OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING (1) ROW OF 10d TOENAILS Uj
PLAN FOR EXTIND SHEATHING VERT. 4 NAILS 0 4" O.C.
DETAILS (4) ROWS 12d
CONCRETE SPECIFICATIONS: 00 j
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 315-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 I'Sl AT28 DAYS _TO TOP OF TRUSS AS SHOWN. AT 12" D.C.
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS uxu
AT HORIZONTAL JOINTS. ROOF SHEATHING SEE (2) ROW OF 10d STUD BELOW
GENERAL NOTES- 3) ROWS 12d _L,__i 4-10d
SPECIFICATIONS 6ELOW. NAILS 0 4" O.C. LOWER TOP
HEEL ii, 1 -0 AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE LI-COMMONS j
FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOPPLATES
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE V41TH LOCAL BUILDING CODES. FDOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3PLY BEAMS WALL INTERSECTION J
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- 2x4 OR 2x6 POST W POST ORTHOGONAL VIEW CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM 0 1557. WITH GAP SHOWN QFCORNER
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 0 z
(3)ROWS OF 5- (3)ROWS OF 6-Y4-
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 SIZE OR LOCATION IS NOT 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 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 9 48" D.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER
-INTERSECTION
BAR DIAMETERS DETAILS SHEATHING MAY SIMPSON SDWC15600 CONDITIONS CONDITIONS
TERMINATE AT SEE ROOF
CONCRETE SLABS ON GRADE, SIMPSON FRAMING 3-PLY 4-PLY NOTES,
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC1 5600 TOP[ OF DBL. SDWC1 5600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 0 0
TERMITES, SAWCUIS- OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 TOP:I PLATE. SE[ DETAILS 14" LVL AND GREATER 2. DENOTES 3"xO.131" 3UN NAILS 0 6" D.C. VERTICAL
- I TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE J U
WOOD FRAMING SPECIFICATIONS, 5" < HEEL < V-10" I NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED
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 ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD S�WC 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
PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD, SPACE 0 48' D.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
ROOF 6 INTERSECTIONS STUDS CONFIGURATIONS
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 AS r5 17RU�S CONNECTION P MEMBER FASTENING r7
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-7RUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND BUILT-U
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 \SO.O/ \'SO.Oj
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE- �O TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICATIONS, SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING, SDWCSCREW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HE6DER FASTENING: CRITERA
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM 1-1514 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
THAN 4'-6" FORGABLE ENDS. SEE DETAIL AT RIGHT, NOT REQUIRED
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE, FOR GABLE ENDS.
SOWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND
WATERPROOFING, NOT REQUIRED AT GABLE-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
THAN 4'-6" FOR GABLE ENDS. D A
GENElN.JH`%L
PLATE TO HEADER,
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK SDWC SCREW 6-
STUDS SEE PLAN KING & JACK NOTES
CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN STUDS SEE PLAN 24" O.0
MEMBERS TYPE INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L3`/2 x3V�x/. 4- 6'-0" GABLE X-BRACE, SEE DETAIL IO/SO,1 NAILS E.E. PLATES SEE HEAD OR SILL 2X6 WALL
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS (MIN) SCHEDULE PLATES SEE
-0. HEADER SIZE. JACK AND KING STUD
L4x3/2"x/4 6" DESIGNATES SHEARWAILL H6-1/2 QUANTITY. SCHEDULE
FACE NAIL (2-16d) 3-GUN NAILS 61, 101 THE HEAD OR SILL KING STUD TO RAMING BELOW: ROUGHSOPN'G, SEE ARJ TRUSSTO PL TIE:�
DBIL. TOP PLATE TO STUD 1_50/2"X/4 _011 ---------- HIDDEN UNE DESIGNATES SIDE OF SEE
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING
L6x3/2"X1/4 6" 12'-0" NAILING. To BE APPUED. Ed 0 3/6 SCHEDULE NAILS EACH END. STRAP
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES Ed COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR CATALINA
8d03'/6' D.C. EDGE & 6" D.C. "IN THE CONNFCTOW IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
L7x3'/2"Xl/. 6 16'-0" 1!6-1 r
,W
- PLAffS_ -.1 CS18 STRAP w/6-10dxl)�" IROUGH OPN SDWGSCA W
PLAN NAME
DESIGN/DRAWN/CHECKED
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD' SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\
1. STEEL UNTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR N PLATE TO HEADER: CS / RD /LAP
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION 1-7- BRICK ADJ ADJACENT LG Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0-�'X
JOISTMUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM BEAM MANUF - Manufacture GABLE ENDS OR 2 THAN B' OR OPENINGS LESS
RESISTANT COATING OF EPDXY BASED VENEER -STORY DATE
PAINT. WEATHER BOT - BOTTOM MONO - Monolithic WALLS THAN S-6" 24" O.C. 2X4 WALL 06.23.15
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION
CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO DEL DOUBLE PERP Perpendicular
11 = 0 A I AS NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-/,x3" WD. DIA DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELO*
CS18 STRAP W/6-1ODX1)j OFFICE CO LPA No.
SCREWS INTO HEADER PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot t
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" D.C. 0 EDGE ATTACHMENT
CONT. HEADER TO STUD TOE NAIL (3-16d) VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EE - EACH END PSI Pounds per Square Inch OR 2X1 NAILS EACH END. STRAP ATTACHMENT CAN BE TOLL-15-00271
4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD INTERIOR OR EXTERIOR SIDE OF WALL.
3. BRICK VENEER ATTACHMENT: EQ - EQUAL OT - Quick Tie SOLE PLATE CONNECTOR LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING PASTE STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
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STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" D.C., VERT. EXT - EXTERIOR REINIF - Reinforce W/8-10d COMMON GABLE ENDS OR
LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS JACK TRUSSES LESS
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16-) GUN NAIL @ 8- TIES 0 12" O.C.. (FOR 1IOmph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY A REVISED
I( FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' OR OPENINGS LESS SHEET
WINU-LUNE VERT. TIES 0 16" D.C.). SEE PLAN BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine SINGLE STORY MULTI STORY THAN 3'-6"
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE nES WITHIN (STACKED WINDOWS) 119 z7ms]-
3%0.131*'0 = GUN NAILS 2%0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/je"O WEEP SEE SCHEDULE FTC FOOTING 1HRU - Through (UNSTACKED WINDOWS)
2%0.113"0 = 6d 2/,"xO.131"0 = 8d HOR HEADER TYP - Typical 42� TYPICAL HEADER STRAPPING
HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL UON - Unless Otherwise Noted SO.0
3%0.148"0 = 10d 3V,"xO.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT Vertical \SO.O/
1'/,"xO.l48"0 = 10dxl'/�" 11/,"xO.13I"0 = 8dxll/2" WWF Welded Wire Fabric SHEET 1 OF 9
ell-
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE w/ 10d 0 4" O.C. WALL SHEATHING
PLATE w/ 10d @ 3" OLD ILI T1
8d COMMON WIRE NAILS
I 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING @ 3" D.C.. ATTACH AT EACH WALL STUD w/ 3-16
-----7NAILS AT EA. FRAMING INTERSECTION.
BLOCKING ONLY REQUIRED DBL. TOP_\ MAX NOTCH HEADER k (MIN. OF 6-16d BETWEEN EACH TRUSS)
AT SHEARWALLS AND PLATE '4 BELOW TOP PLATE Lou Pontigo and
STUCCO FINISH S-8d COM P, RCH SHEATHING, HEADER Associates, Inc.
EACH SIDE S E SPECIFICATIONS PORCH
OF SPLICE 16d COMMONS + B LOW END HEADER,
16d COMMONS 2x4 SYP#2 HORIZ. BRACING @ B-GUN NAILS- SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
@ 8" D.C. SHEATHING SPLICE a 8" D.C. F 24" D.C. BETWEEN OUTER PORCH POST, PER PLAN. I I
WALL- HEADER & SUPPORT FULL HEIGHT--�- DETAIL 8 jax. Beach, Florida 32250
CONT. RIBBON CONT. RIBBON & FIRST INTERIOR TRUSS. NAIL TO WALL i I\"-(2)MSTA24 ANCHOR OR DTT2Z Ph. 242-0908 Fax. 241-9557
1 8d CON. 0 EACH END w/ 3-0.131xY NAILS PERPENDICULAR I STRAPS HOLDDOWN AT MIN. (2)2x4 WOOD
BOARD (TYP)IN BOARD TYP) 3" D.C. (TYP) TO WALL BASE OFPOST BELOW. & (1) ADJ. FL:CA 8344 SC: CA#3579
EACH SIDE FLOOR OPTION A TO PORCHHEADER. WALL
FLOOR FLOOR OF SPLICE TRUSS SHEATHING
TRUSSES-\ TRUSSES 24" 16 GUAGE POST BASE:
OR JOIST. OR JOIST.. 2x4 SYP#2 STRAP w111- P05T 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING
!Al
L
SPLICE DIAGONAL 10dxlY2" EA. END BELOW 6x6 POST:ABU66 /-w/ 2x SOLID BLOCKING
FASTEN EA. LSTA12 FOLDED OVER TOP --/ AT SHEATHING EDGE
DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS
-Y4' OSB or PLYWOOD END w/ PORCH HEADER, STR PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 9 3" O.C. E"
10dx%�PEAW/ElN11D
u2oi
SHORTER THAN SEE PLAN EADER
MAX 0 48" O.C. OMIT IF WALL 0
HTS16 SHEATHING IS INSTALLED
T"-
FLOOR SYSTEM. ALIGN CEILING
RIM BOARD Y4" 3-10d COMMONS SLAB 6. HEADER NAILS INTO BEAM. SPACE ----
STRAPS 9j' ROD j
WALL FRAMING-/ WALL FRAMING WALL FRAMING MSTA24 ROOF TRUSS
VERTICAL JOINTS WITH LINE ON FACE OF BEAM
I STRAPS EPDXIED 6" MIN OR JOIST
S HEA HING SPLICE WALL SHEATHING FOR PERPENDICULAR
T JOINTS INSTALL FLOOR TO 1��j--\TRUSS CONNECTION OF7
FLOOR STRAPPING PER PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF
BLOCKING ONLY REQUIRED 5 8d COM B-GUN SEE DETAIL B ABOVE '0"
AT SHEARWALLS AND E CH SIDE OPTION 1 OR 2 PORCH HEADER PORCH HEADER PORCH HEADER NAILS CONT1NVUOUS'2x6 SYP#2
AT CORNER POST AT POST AT POST _" , 'T", "IT,
STUCCO FINISH OPTION 1 OF SPLICE OPTION 2 FULL HEIGHT I I LEDGER FASTEN WITH
ANCHOR OR DTT2Z -1�1- 5-D.1310" EA. STUD. L r'
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHI G SPECIFIcATON& HOLD DOWN AT MIN. (2)2x4 WOOD 111111owl
V," GYPSUM (WATER PROOF) GREEN BOARD, wl 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OF POST OPTION B BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR I TO PORCH HEADER. DETAIL A Christopher I Sabourin P E
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) OSE3 OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED F L P E471 4 61
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS K3---jYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION
SEE CONSTRUCTION SPECIFICATIONS FOR ROOF �ISIONS� DATE
G �S-01 AND WALL SHEATHING AND STUD FRAMING.
\11z V
t5EE DETAIL 5/SOLl FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS 7 F7 2-SIMPSON H2.5T. DIRECTLY BENEATH TRUSS
TR BOT. CHORD w/ 0.13lx3" 0 3" D.C. ROOF ,/-GA 11 1 l/-G &N I r FIELD ALTEPATION
2x4 SYP#2 CATS AT 12' FLOOR OR FASTENED TO SHEATHING wl Bd 0 3" D.C. 0, 10� H re CONTRACTOR SHALL CONTACT LOU
ROOF TRUSS. TRUSS. it-- --------t t----------t j l
D.C. FASTENED TO TOP USS SYP'2 2" SDWC 15600 4-- ---------4 4----------44 PONTIGO a ASSOCIATES PRIOR TO
BOT CHOR
FAS NED
11 SHEATHING FASTENED TO
PLATE w/ 4-0.13lx3l @ 32" O.C.
COMMON. TOP PEA MODIFICATONG WHICH MAY VARY
M'/. -1 El FROM THE INTENT OF THE ORIGINAL
AX TE w/ 10d @ 3" D.C. SHEARWALL. SCREWS F CONSTRUCTON DOCUMENTS.ANY
I -L I IV FIELD ALTERNATIONS MADE PRIOR TO
FASTEN CATS EACH END wl 2x SYP#2 CONT. ATTACH 16" MAX. OSB WALL B C U D BEING APPROVED BY LOU PONTIGO a
I SHEATHING I d) ASSOCIATES MAY RESULT IN
TO TOP PLATE AND TRUSS L J ni &\\ s
3-0.131x3" COMMON TOE NAILS ADDITIONAL ENGINEERING OR
w/ OL13Ix3" @ 3" O.C. EDGE OF
2x MAY OVERHANG TOP PLATE. SHEARWALL C
SHEARWALL OR SHEARWALL
" a� t
EXTERIOR WALL S W 8d@3"/6" SW 8d@3"/6" ......
ALTERNATE A ALTERNATE 8 PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENIN
ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS161 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TAB
STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
UPI ER TO LOWER STUDS (A)- UPPER TO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
OSB DIAPHRAGM FASTEN ROOF FLOOR D CK d 04"O.C. SW BdO,/6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
TO NAILER w ') R 8' TRUSS, X
0 3" D.C. FXSTEN TOWTOP LEDGER FASTENED W 8d@I HTT5 OR HDU5 W 8d@3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION C9
PLATE w/ (2) ROWS '/j," OSB TRUSS WEBS WIT SOL� PLATE ANCHORS - SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
OF 8d 0 3" D.C. BLOCKING w/3-0.13lx3" SHEARWALL NOTES: EE SCH DILLE ON DETAIL 3/SOHO TEE SCHEDULE ON DETAIL 3/SO.O
AKIM171 "I '' COMMON. 1. ANY ALTERNATE MAY V)
2x4 SPF FLOOR :;I A H2.5T @ 32" O.C. TOP & BOT A LS18 0 32" O.C.
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING BE USED. SHEARWALL NOTES w
1. PROVIDE 7A6" OSB SHEAFHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
(2) ROWS 0.1310" @ 3" D.C. INTERIOR 3-0-131xY NAILS @ 6" O-C. I D.C. FASTENED TO TOP AT EXTERIOR WALLS C (1)MSTA24 STRAPS C (2)CS16 STRAPS Uj C)
SW-2 SHEARWALL. I PLATE w/ 4-0.13IX3' ENDING BETWEEN ROOF 2- PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HOT THREADED ROD SEE PLAN D FULL HOT THREADED ROD SEE PLAN
SHEARWALL OR 11 COMMON. TRUSSES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N)l OR HTT4 HOLD DOWN AT BASE (U-O.N)l
S-16d NAILS EXTERIOR WALL j
ALTERNATE D ALTERNATE E (TYPICAL) 3. USE ALTERNATE & FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.I LIJ
ALTERNATE E E & F FOR FLOOR I
it
TRUSS ATTACHMENT 4. INSTALL INTERIOR FOOT�qG BELOW SHEARWALL PER DETAILS ON S1.O U Uj
SHEARWALL ATTACHMENT AT ROOF a FLOOR (2� TYPICAL S1-iEARWALL ELEVATION WHEN 7 HEADER TIE DOWN z
\��i PROVIDE SOLID BLOCKING WTHIN FLOOR SYSTEM AT SW END POSTS. �So 1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN <
X r- I) -w 0 z a.
X L < Uj
MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS.
8d COMMON NAILS L 4-12d TC E SINGLE BRACING NOTES AND SPECIFICATIONS
ROOF NAILS (TNP.) L2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEP j
AT 3" D,C.(TYP) 2x4 BLOCKING. FASFEN TRUSS @ 24" D.C. I FOR T-BRACE SHALL BE 1x4 SYP#3 T
-WALL STUDS -WALL STUDS 2A2 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, EACH END w/3-10d-/ H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2s:4 SPF#2 OR BETTER. :D
AT 16" D.C. AT 16" D.C. FASTEN TO ROOF FRAMING BELOW TOENAILS OLITLOOKER TO TRUSS. (LON)
wl 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING COMMONS (4) TRUSSES APPL D THE WEB OF THE BRACED TRUSS, PER
TO BACKSIDE OF WE 3. L A D TRUSS LiJ
ENGINEER. o
OVERFRAME RAFTERS, SEE PLAN. V.
2X6 3.)PERMANENT PERMANENT BRACING
ROOF' TRUSS-J ROOLFTRU�SSA AN LE BRACING APP IED TO WHERE NOTED ON TRUSS MFR. SHOP
SIMPSON H3 w/ 10-8d COMMON G C FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER U NAILS FROM RAFTER TO LEDGER BRA E PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS CIE. ONLY WALL SHEATHING UP 1-brsAUL IF I ASTENED TO BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED zA I I PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEI CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER PRODIDE MTS12 QR CS16 DI RAFTER LENGTH LENGTHS > 81-0". T-
ALT. TO BOTH H3 ABOVE ZE, SPECIES, TRUS WITH 2-8d COMMON NAILS. AT
VER71CAL RECTLY LESS THAN 4'-0" FASTEN W/10d COMMONS SAME SI GABLE END WALLS PROVIDE DIAGONALS
0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS
VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER /-GABLE BRACE. FASTEN EACH TO BE BRACED. 0 0
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY� AND (APPROXIMATELY 457) TO THE
0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 wl 6-/4"04" SDS SCREWS LOCATION. IF- MORE THAN (1) LATERAV ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 wl 8-0.13lx3' 2346-3125 2xl2 w/ 8-'/4"Ox6" SDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
AS SHOWN, TO FORM A ZIGZAG PATTERN ALL
1251-1540 2x1O w/ 10-0.1310" /-PLT W/ 2-H2.5T
1540-1850 2x12 w/ 12-0.1310' CONSTRUCTED OF THE SAME BRACING
ITROVIDEI SOLI%SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
FIE N OF VERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES, WHERE A LEDGER IS INDICATED 0.131x3 TOE NAILS @ 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, Um 001. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TO PLATE DIAGONALS IN THE END SPACE
ROOF DECK. USE A 2x6; LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE-Ek 8-10d LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM LSTA12 9 48" O.C. OR DBL TOP PLT MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS B(5TTOM CHORDW/ 'rYPICAL
LEDGER CONNECTION EDGER AT OVERFRAME RAFTERS GABLE END BRACING SDWC15600 0 36" D.C. OMIT IF PERMANENT TRUSS BRACING
,�EN� DECK L SHEATHING OVERLAPS GABLE 12" MIN DA
� TRUSS TO LEDGER CONNECTION BY TRUSS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" l'-O" FINr%MING
SO I ENGINEER. NOT SHOWN FOR CLARITY ��SO 1 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
0, ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS
TO SISTER A TO SISTER A
OR BEAM GIRDER TRUS
MIN 2 PLY /-36" LONG STUD 36" LONG STUD OR BEA
PLAN 1XI FULL HEIGHT
WASHER ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
T) y X ED OVER TOP PLATE (2)MSTA24 STRAPS 0.1310" GUN
FO� -fO.1310" GUN NAILS
ANCHORING SYSTEbk THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS (2)MTS12-
FULL HT. SYSTEM SHALL CONSIST OF V'O A307 THREADED HDU5 FASTEN (2)MTS12
SOLE DOUBLE FASTEN w/18-10d 0.
CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE DO NOT SCALE DIMENSIONS FROM
UPLIFT PLATE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS SIMPSON DTT2Z
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE THESE RA IN55.IF A DIMENSION 15
SEE PLAN 'D'L W R REFER TO THE
PLATE TOP PLATE, PROVIDE A 2"x 2"x X' STEEL WASHER. W/8- X"-1 Y2 IN EA
I SDS SCREWS
WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 o ARCHITECTURAL DRAWINGS OR
THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) w \_SIMPSON FULL HEIGHT \-(2)H2�5r
OR POST.
FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD (2)H2.5T
FULL HEIGHT ROD UD MINIMUM
ST
J ROD INSTALLATION, AT ALL PLATE PENETRATIONS, MINIMUM Y2" THREADED ROD WITHIN 6" OF
PROVIDE A HOLE IN THE PLATE V LARGER THAN THE 2 PLY
THREADED ROD DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND STORY THREADED EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY ?LAN NAME
SEE PLAN
ELEVATION COUPLER TIGHT STUDS PROVIDE T17EN HD STUD CATALINA
SINGLE CONTINUDUS RODS ARE PREFERRED, COLIPLERE /-ROD EPDXIED
STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES " MIN THREADED ROD
AGAINST PLATE 1 CS18 STRAPS 7.5
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE OR DESIGN/DRAWN/CI-IECKED
(OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AT BASE OF STUDS �fEPDXIED 4" MIN
ANCHOR CS / RD /LAP
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS - THD37634RC (%"X63/4") (FLOOR TO FLOOR) Xx6" TITEN HD MINIMUM
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO 2 PLY HOLD DOWN SEE PLAN DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
THE NUT ASM THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z /-STUD ROD = DTT2Z 06.23.15
SECURED OVER THE WASHER TO A SNUG-TIGHT ROD = HTT5
R FULL HEIGHT ANCHOR INSTALLATION CHART CONDITION PLUS ONE-HALF TURN OF A STANDARD //-w/8- Y�'xlV HTT5 BUILT-UP POST,- - SCALE
FRAMING WRENCH (APPROMMATELY 30 FT.-LBS. OF TOME). SOS SCREWS BUILT-UP POST,-
THREADED Q�) @ (D (D DUE M SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. AS NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-11GHTEN NUT TO 30 LPA No.
THREADED ROD ION HOLE HOLE SPEC. DEPTH DISTANCE Fr.-USS. OF TORQUE AFTER ALL TRADES ARE
SEE PLAN N x2 4- 4" 2" -3 COMPLETE AND PRIOR TO INSULATION. TOLL-15-00271
FOUNDAT 3/8 14 0 '/2"0 CONTROL No.
PER PEA
NIT 34-0 OPTION 1 OPTION 2
3 ALTERNATE FOR ALTERNATE FOR
3
- DRILLED & EPDXY ANCHORED. SEE INSTALLATION
CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT TR CONVENTIONAL
EMBEDME 5/8 %"o 3x3x'/. 7.5 112" 2-'?L EPDXY ANCHORING, ALL THREADED RODS SHALL BE QTT2Z LTT20B
DEPTH MONO STEM
FULL HEIGHT ANCHOR RWUWMEN FS FULL HEIGHT ROD 5/s" FULL HEIGHT ROD SHEET
WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT ROD ALTERNATE I
-'\ FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL GIRDER / BEAM STRAPPING
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 1�13� ATTACHMENT r14 WHEN 16 so.]
�1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE Z��SO 1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
OVERLAP SIDEWALL OVERLAP SIDEWALL
TOP PLATE TOP PLAPTIE
OVERLAP SIDEWALL
TOP PLATE ALWAYS PLACE ALWAYS PLACE FOR RAISED HEADERS, STRAP THE TOP
UPLIFT STRAP
HEADER AT HEADER AT
TOP OF ROUGH TOP OFROUGH PLATE TO HEADER WITH LSTA12 0 32" D.C. PER PEA
OPENING IN LIEU OF THE H2.5A STRAPS
OPENING NROOF
GARAGE 5/."0 THREA FRAMING
HEADER DED ROD
ALWAYS PLACE
W/3x3x/," PLATE . . . . . .
GOAL POST. FASTEN TO STUD T.R. FULL HEIGHT SECOND STORY
HEADER AT PACK WITH 2-ROWS OF 16d (ONE IN SIDE . . . . . . . THREADED ROD--�, TOP PLATE ELEV.
TOP OF ROUGH RING SHANK NAILS 0 12" D.C.
JV�2)20ga STRAPS OPENING WALL) MAX Lou Pon tigo and
.HEADER TO JACK
ATTACH GARAGE DOOR THRU U Associates, Inc.
(2)2x6 KING STUDS — UPRIGHT BUCK DIRECTLY INTO EXTEND HEADER TO EXTEND HEADER TO 2 1 1 1
HTT5 W/ /STUD PACK, PER GARAGE DOOR FAR SIDE OF WALL �6xEi POST . .... ...E 01 WALL TOP PLAT TO STUD 420 Osceola Avenue
(2)2x6 JACK STUDS — THREADED ROD (2)2x6 (2)2x6 SEE 2 AS SHOWN. ... .... H2.5A@ 32" ON;C
LO
EPDXIED 12"_\ JACKS L6 D-CEN6TOER
C 0
D;C
C 600
D;C
0 6 166 06 6 OR SI C15600 SIMPSON H3 jax. Beach, Florida 32290
AND (1) 4'-O"x4*-O" PIECE OF WALL j Ph. 242-0908 Fax. 241-9557
HTT5 w/ KING.\\ 4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER T)P & BOT. OF FL:CA# 8344 SC:CA#3579
- - NG INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER R TO CRIPPLE STUD
(2)2x STUD CORNER 0 CORNER I" BELOW GARAGE HEADER JACKS MSTA24 STRAP EACH @ 32" 0.0,
,,,,%" THREADED ROD
EPDXIED 12 ON EXTERIOR STUD (TRIMED AS DETAIL A %" THREADED ROD ON EXTERIOR STUD (TRIMED AS DETAIL A
> AND (1) -Z SHOWN) SIDE OF HEADER
SHOWN) -PDXIED 12"
P.T. SOLE PEA KING.
TE�,
GARAGE HTT5 w/ FASTEN SHEATING TO HEADER wl 8d COMMON OR GALV. 8 X NAILS FASTEN SHEATING TO HEADER w/ Sd COMMON �LR
FLOOR 0 GALV. BOX NAILS
SOLE P HTT5 w/ th N- IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING Irt E ff J.
:nFLOOF AN HOR THREADED ROD IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
THREADED ROD (STUDS, BLOCKING & SILLS) TYP. STUD TO LOWER FIR
SOLE PLAT EPDXIED 12" EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP.
E 1-.7 MSTA24 OR CS20 STRAP
ANCH 4 GARAGE WING WALL SECTION 0 32" ON-CENTER
I NQ0 7
THICKENED SLAB EUGL DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS
AT GARAGE OPENING. N
2 MSTA24 OR CS16 KING STUD TO LOWER E
%"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 5x6 POST NTH ABU66 STRAP EACH END --RAMING 2 MSTA24 OR
OF WALL SEGMENT CS2 STRAPS
NOTES: __w/ 5/," THREADED ROD
STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/+" WASHER. EPDXIED 12" MIN. TE
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.
GARAGE WING WALL ELEVATION 2ND FLOOR ELEV.
A L
Christopher ) Sabourin PE
OD BEAM-/ FL PE471461
WHEN GARAGE HEADER FRAMING 2 GARAGE PORTAL. WING WALL REVISIONS DATE
0 WmVmH "yMMI E�N3 GARAGE WING WALL FRAMING LESS THAN 12"
SO.2 OTED SO.2 VMEN 4 CONVENTIONAL STRAPPING DETAIL
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0
Z1�7�IELDALT�ERATION
CONTRACTOR SHALL CONTACT LOU
PONT GO&ASSOCIATES PRIOR TO
STUD TO TOP PIATE: MAKING ANY STRUCTURAL FIELD
SDWC15600 SCREW, - MOCIFICATIONS WHICH MAY VARY
0 32" O.C. FROM THE INTENT OF THE ORIGINAL
1-MTS12 STRAP ROOF SHEATHING PER CONSTRUCTION DOCUMENTS ANY
0 EACH RAFTER CONSTRUCTION SPEC's FIELD ALTERNATIONS MADE PRIOR TO
STUD TO OP PLATE BEING APPROVED BY LOU PONTIGO a
2x6 SYP#2 LEDGER SOWC15600 SCREW.- ASSOCIATES MAY RESULT IN
ROOF SHEATHING PER 10d COMMONS 1/2"xlO" S.S LAG BOLT @ 32" D.C. ADDITIONAL ENGINEERING OR
w/3-#8x3)'2" WOOD CONSTRUCTION SPEC's STUDS TO TOP PLATE STUD TO BOT PLATE- 0 6"o.c
SCREWS 0 16"O.0 BOT PLATE TO TRUSS SDWC15600 SCREW. /
2x6 SPF#2 RAFTERS Y4"x4Y2" LAG SCREW CO 32" D.C. 2x6 SPF#2 RAFTERS SPLICE 2x6 x 4'-6" P.T. SYP NO.2
ALIGNED w/ STUDS NTH ROUND WASHER 0 24"o.c 11 f EXPOSED RAFTER TAIL TO EACH ROOF
AT EACH FLOOR TRUSS 2x6 SYP#2 LEDGER H2.5T TRUSS @ 24" D.C.
w/2-1/4"x(3" SIDS
SCREWS
z
2x4 SYP#2 LEDGER 7
w/2-#8x3Y2" WOOD--, j O�
SCREWS 0 16'"O.0 5-10d NAILS PRE-ENGINEERED
WOOD ROOF TRUSSES. 2x SPF BLOCKING
� u� 4�u N '
E OSED RA TE
TRUSS 0 24� O�,
WOOD BEAM PER PLAN) U
6x6 POST SEE PLAN_,__� !122d COMMON RIPPED TO FIT BOT PLATE TO FRAMI
(2)H2.5T WIRE NAILS WITH GAP SHOWN
EACH JOIST 0 4 0 C < Uj
STA!GGEERED <
0 1 x4 T&G
Y,"x4Y2* LAG SCREW- 01 32" D.C. 3-10d TOENAILS-/' BETWEEN
WITH ROUND WASHE EACH SIDE %"xB" LAG SCREW RAFTERS.
RECESSED L
1-H2.5T a 2x4 SPF#2 JOISTS STUD TO ROT PI ATE: @ 4" D.C. BELOW CS180 32" D.C.
ALIGNED wl RAFTERS BOT PLATE TO TRUSS uss :ERPENDICULAR TO WALL SDWC15600 SCREW. 4x4 HORIZONTAL LE
AT EACH FLOOR TRES
-ARCHITECTURAL
BRACKET 4x4 DIAGONAL
DOUBLE 2x4 P T SYP j
WALL FRAMING TOP PLATE l'-4"
SEE PLAN -WxB" LAG SCREW FASCIA
RECESSED Uj
U
�4x4 VERTICAL SHEATHING MAY 7 z
\-TERMINATE AT
ALL EXPOSED METAL TOP OF DBL. —
TOP PLATE.
CONNECTORS AND TRUSSES PARRALLE TO WALL L I
FASTENERS SHALL I 1 0
BE STAINLESS STEEL 41 z
SHED ROOF BRACKET DETAIL WALL STRAPPING DETAIL RAFTER TAIL DETAIL
/�7 SHED ROOF BRACKE� DETAIL 8 WHEN 9 WALL STRAPPING DETAIL rpol Uj
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \Z2j SCALE: 3/4" so. SCALE: 3/4" 1'-0" OTED SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Lf)
0 Lij
CD Z
WATER PROOFING & OSB BLOCKING
HAND RAIL BY 30:71:0�ER] PANEL SEE PLAN.
KING STUD TO TOP PLATE,
SDWCI56OO SCREW. 2ND STORY EXTERIOR WALL.
FLOOR SHEATHING
A /-SEE DETAIL B/SO.2 FOR 0 0
RAFTER TAIL FASTENING. TRUSS D02 x 'AD ABOVE.
SUPPORT ROOF FLOOR SHEATHING
TRUSSESBELOW STRAP TO CANTILEVERED FLOOR
PIGGYBACK TRUSS. TRUSS w/2-HTS20 STRAPS
XSDWC15600 SCREW.-
0 32" O.C.
TRUSS
2x12 RIMBOARD
TRUSS CONNECTION FASTEN TO TRES
CONNECTION BY TRUSS
HEAD TO JACK STUD1:1 w/A35 AN SDWC SCREW
BY TRUSS ENGINEERS.
1-MSTA24 MISIC
FRAMING
2x4 SPF#2 WALL @ 16"
D.C. FASTEN TOP FE BOT.
w/ SDWC15600 SCREW. DETAILS
GOI PLATE TO FRAMIiQ
BELOW CS180 32" D.C.
TRUCTURAL
BRACKET + TRELLIS
STORY WALL. FRAMING BY BUILDER.
USSE S ELOW
\EXTERIOR SECOND NON-S
--------- PIGGY13AC USS. DO NOT SCALE DIMENSIONS
ZaMPROVIDE: )2x4 BLOCKING' E, THESE DRAWINGS IF A DIMENS '[IS
/DIRECTLY BELOW PONY UNCLEAR REFER TO THE
WALL FASTEN BLOCKING To/ ARCHITECTURAL DRAWINGS OR
TRUSS N1 4-10D TOENAILS.
RS SHALL BE H.D. PLAN NAME
WASHERS.
GALV. S.S. USE 1)� CATALINA
NQM ALL HOLES SH DES IGN/DRAWNECH ECKED
PRE-DRILLED CS / RD /LAP
DATE
06.23.15
rVMENN)r�10 WALL STRAPPING DETAIL DORMER TRUSS SECTION SCALE
SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ��2j SCALE: 3/4" 1'-0" 12 DECK BRACKET AS NOTED
\Q�2 SCALE: 3/4" 1'-0" LPA No.
TOLL-15-00271
CONTROL No.
REVISSHEET
ED
0.2
SHEET 3 OF 9
NO
----- DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
CONCRETE STAND OFF PAD TO MATCH ARCHITECTURAL DESIGNATES SLAP RECESS
COLUMN DIMENSIONS. REINFORCE W/ #3 DOWEL BAR @ Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Assoc iates, I n c.
ACH CORNER. PROVIDE #3 STIRRUP 3" FROM TOP.
12x12 MASONRY PIER BELOW
ARCHITECTURAL COLUMN ABOVE. TOP 12" THICK CONCRETE 420 Osceola Avenue
OF PIER IS 6" ABOVE PAVERS. CONNECT MONO TO FOOTING W/ #5 @ lax. Beach, Florida 32250
REINFORCE w/2-#5 VERTICALS. " 2'-0" Ph. 242-0908 Fax. 241-9557
STEMWALL W/2- V5x-,V 12" O.C. EACH WAY. FL:CA 4 8344 SC:CA#3579
(TYPICAL 4 PLACES) 0
WELS EPDXIED 4? 8" 3' 3"
- - - - - - - - - - - -
__ 1- - - - - - - - - - - -
r- - - - - - - - -
ISOLATE[ CONNECT MONO TO %
�EE_DEZAII /-S I-al STEMWALL w/2-#5x3O"- Sim
DOWELS EPDXIED 4" MIN.
51.01 4
L _j S7Are 0
F_
-�\ 4" CONCRETE SLAB W/
5
FIBERMESH @ 1.5 LBS/CU YD
- - - - - - - - - - - - - - X UN V&\N='
Sim OF CONCRETE OR 6x6 W1.4xW .4 1 1 1" -1 "'111141
I WWF ON 6MIL VAPOR BARRIER -8" 4'-1 5'L 6 X Chris t 0 p 1.11, P E
IN PREPARED GRADE. 4' CONNECTIVIONO TO
11 1 �X FL PE#71461
PAVERS A w - x X
BY OTHERS DOWELS EPDXIED 4" MIN.
^8 �7CO� v� Ri�ISIONS DATE�
1 2
FC
1 2
8" '3'
r
L
E_
PROVIDE 2-#4x4'-O"
L CORNER CRACK BARS
-DEPTH
PROVIDE SAW CUTS PER /46 S1.01 AT SLAB MID
2/S1.0, BUILDER TO
COORDINATE WITH FINISH
PAVERS FLOOR MATERIAL.
BY OTHER S F2.0 S\-/
SLIDING GLASS DOOR f"'-FIELD AL�TEPATION�
FRAMES MUST BE RECESSED
SEE ARCHITECTURAL PLANS 3'-1 4'-9 2'-7" �,7'-2" 3'-3" 4'-011 0 20'-10" CONTRACTOR SHALL CONTACT LOU
PONT GO a ASSOCIATES PRIOR TO
L_FQR_L_OCAMN_QF__SI 101N� 6 MAKING ANY STRUCTURAL FIELD
MODIFICAT DNS WHICH MAY VARY
C
F2.5 GLASS DOORS. S1.01 5 MOM THE INTENT OF THE ORIGINAL
> CONSTRUCTION DOCUMENTS.ANY
F-1 FIELD ALTERNATIONS MADE PRIOR TO
BE
A ASSOCIATES MAY RESULT IN
F2.0 DDITIONAL ENGINEERING OR
/F_2
Z/
13'-1
J\.ISOLATED FOOTING it it 1 1 2.
SEE DETAIL 9/S1.01 I ), 1 \1 �1
Ii .. I U/ I I �I t
L
3. 1 1 1 11 11 11 _jL GP n
L_ -OP 1 41 141'
X
CONNECT MONO TO 4 - - - - - - -- J
L - - - -STEMWALL w/2-#5x3�.1- 6 T;/� '< F2.
r 1 1 1 i
DOWELS EPDXIED 4" MIN. S1.01 STAIRS
to K BY BUILDER.
^6
CONNECT MONO TO
w/2--#5Xa0"_ X K�46�
J \�Lo�i LIJ
�x
DOW 0:(1 ED-4 X \�SI.01)/
MJ L C)
I
L 1
I I SAWCUT
P 61,__" I I LLF, LU
'�R( T . F3 0
T
ER"- RACK BARS
I I - I : - 7 j .311 It U
e4�,,ATi SL IA1 5-DEPTH. 7
6
S .01 1 ---------- it
r
IL I ::) I I F
C)
Vn L I �Ql lf � 0 a.
L < I z
.0 S1
//�D
LLJ
UE) 1 11 it
Lf)
4'-5"1
S1.0
SAWCUT
13'-3" 3'-81' [it I /\< 11
11 11 1 �g Lij
101, ------------ - - F __ITT[
S1101 3�O
i > I t 9 1:9 F
/7\B !� 1 >
i >
CID 0)
_t I -Z 4 B-1''.
�.01 > I
T WS-14,
TT
I ll it 0
- - - - - - - - - - - - ---- U
Ttl� I I I I L-1
UO
T711�
. 1 31 TYPICAL WALL FRAMING AND ANCHORAGE
PER CONSTRUCTION SPECS.
XXXXXXXXX"
L - - - - - - - - - - ---- -- - - - - - - - - - - - - - - - - - - - - - - J I U I I U 1 1#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
<( 7[9:lf EEO* <
__j I-- SLAB ON GRADE, FOUNDATION
-- SEE PLAN.
PLAN
C_
AT WA
I LLS GREATER THEN
SLAB ON 11 4'-C)" HIGH, NOTIFY E.O.R. Do NOT SCALE DIMENSIONS FROM
GRADE- 4 FOR TEMPORARY BRACING THESE DRAWINGS.IF A DIMENSION IS
1 0 LAYOUT PLAN. UNCLEAR REFER TO THE
SEE PLAN I ARCHITECTURAL DRAWINGS OR
STEMWALL REINFORCEMENT CONTACT THE EDR.
?LAN NAME
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD CIVU REINFORCING #4 DOWEL TO MATCH r CATALINA
COURSES WALL REINFORCING.
BOTTOM BARS FOUNDATION PLAN DESIGN/DRAWN/CHECKED
DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. 1 TO 6 #4 VERT, @ 48"O,C. CS / RD ZLAP
3-#5 EA. WAY BOT. 11-0. 2'-0" 2'-0' F2.0 UNLESS OTHER NOTED SCALE: 1/4" 1'-0" 7 TO 10 #4 VERT, @ 24"O.C. ONT. CONCRETE FOOTING DATE
3-#5 EA. WAY BOT. 11-0. 2'-6" 2'-6- F2.5 SHEARWALLS 24" O.C. 8%16" 1-STORY, w/(2)#4 CONT. 06.23.15
3-#5 EA. WAY BOT. 11-0. 3'-0 1. 3'-0' F3,O (SW 8dO3-/6-) 11 TO 12 #4 VERT. @ 8"O.C. SCALE
4-#5 EA. WAY BOT. 11-0" 3'-6- 3'-6- F3.5 SOLE PILT 0 If WHEN NOTED ON PLAN STEMWALLS OVER 6 COURSES TO 1 0"x20" 2-STORY, w/(3)#4 OR (2)#5 CONT. AS NOTED
4-#5 EA. WAY BOT. 1'-0" 4'-0" 1 4'-0' F4.0 SEE NOTE 2 HAVE TRUSS TYPE HORIZ. JOINT LPA No.
I I I REINF. BETWEEN EVERY OTHER
4-#5 EA. WAY BOT. 1 1'-0" 1 4'-6" 4'-6" 1 F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL COURSE. FILL CELLS SOLID. TOLL-15-00271
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 31SO.O OFFICE COPY CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR STEM WALL EDGE AND FOOTING
REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36" SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE W/ LOCAL BUILDING CODES. ON-CENTER SPACING .0 --' REVISEI)
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S I .0
PROCTOR IN ACCORDANCE WTH ASTM D 1557. H�EE T 4 0�F9
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. P]
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
/- CORNER BARS (TYPICAL)
AT WALLS GREATER THEN _ 112 HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, NER BARS (TYP.) -#5 CONTINUOUS SEE 3/SO.O Lou Pontigo and
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. "'z BLOCK w/ 1 Associates, Inc.
/COR SEE ARCH PLAN
PERMANENT LATERAL tl F – 420 Osceola Avenue
/ L SLAB ON GRADE, SLAB ON jax. Beach, Florida 32250
SUPPORT DETAIL, 52
EE PLAN. "I Ph. 242-0908 Fax. 241-9557
GRADE,
I—T SEE PLAN. FL: CA#8344 SO CA#3579
zA— V
7
GRADE OR CONIC. -
SLAB, SEE PLAN.\
-W,
#4 DOWEL TO MATCH VERT. 8" CMU STEM WALL W/
STEMWALL REINFORCING (SEE ;HOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON
STEMWALL SCHEDULE #4 VERTICAL DOWELS @ 24" O.C.
CMU 90' BEND INTO FTC.
PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. GRADE-
REINFORCING SCHEDULE) w/ 6" HOOK INTO ?*
FOOTING. LAP VERT REINFORCING Do 5 SEE PLAN
N
COURSES
61
25" IF STEMWALL IS GREATER
1 TO 6 #4 VERT. @ 48"O.C. <
0 LLJ
THAN (3) COURSES. 4
X TIF 0
7 TO 10 #4 V A\
"*��CONTINUOUS CONCRETE
ERT. @ 24"O.C. STEMWALL, SEE 1 /S1 .O
11 TO 12 #4 VERT. 0 8"O.C. \-""N`CONT. CONCRETE FOOTING -T 44 1 D
FOOTING ........
'j
CLEAR
STEMWALLS OVER 6 COURSES TO 8"d x 16"w 11-STORY, w/(2)#5 CONT.
HAVE TRUSS TYPE HORIZ. JOINT t ----, TYP
REINF. BETWEEN EVERY OTHER O"w 2-STORY, w/(3)#4 OR (2)#5 CONT. Christopher I Sabourin P E
COURSE. FILL CELLS SOLID. 1 0"x20" FL PE#71461
w/ 2-#5 CONT.
-iT I
E71SIONS DATE
STEMWALL FOOTING FOOTING W/ SHOWER RESESS GARAGE STEM WALL
� SCALE: 3/4" 1'-0" .�01 (IF REQUIRED) (IF REQUIRED)
01
K�F�IELDALT�ERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FI�U
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT CF THE ORIGINAL
CONSTRUCTON DOCUMENTS.ANY
STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO
ARCH. BEING APPROVED By LOU PONaGo a
ASSOCIATES MAY RESULT IN
(4" MAX.) EQUAL TO SLAB ADDITIONAL ENGINEERING OR
THICKNESS.
#3 BENT BARS @ 7B @ SLAB RECESS
4-- 18" O.C. w/ 2'-0"
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE.
AND ANCHORAGE PER ,,,,, (WHEN STEP IS GREATER BRICK VENEER IS 7 Z
CONSTRUCTION SPECS. THAN 20") WALL ACCEPTABLE WITHOUT (3
FRAMING INCREASE OF FOOTING
24" MAX STEP SLAB ON 1" DEEP SAWCUT w/ WALL FRAMING—\ SIZE. U
SLAB ON GRADE, V)
GRADE, ELASTOMERIC SEALANT SEE PLAN —2—#5 CONT.
SEE PLAN. STEP, SEE ARCH. PLAN. Uj
I SLAB ON
4. /—, ':'�
-00 --�L-SLAB ON GRADE, Uj
---FSEE PLAN.
NOTES: r_LGRADE, -17 SEE PL N.
1) PROVIDE SAWCUTS TO CREATE 4�
F APPROXIMATE 16' X 16' MAX. SQ.
"I I X\1 U
x16" THICKENED 2) SAWCUT CONIC. SLAO, WITHIN 4 TO / \ ' ' 7 z
w/ 2-#5 CONT. 12 HOURS OF CONC� PLACEMENT. OPTIONAL 8"x1 6" 3'
2" FLAIR 1 -STORY, W/(2)#5 CONT. F- <
8"xl 6" 2—STORY, w/(2)#5 CONT. 5"06" I —STORY, W/(2)#5 CONT� 0 0.
w/(2)#5 CONT. 8 x20" .2—STORY, W/(2)#5 CONT. z
LU
MONO. FOOTING AT STEP-DOWN LU
TALL MONO. FOOTING AT STEP-DOWN SAW CUT DETAIL BEARING AT INTERIOR r7
�-o 1 SCALE: 3/4" 1'-0" \I..�-Oi esio, �Z-�01
o UJ
0 z
0 0
TYPICAL WALL FRAMING TYPICAL WALL FRAMING J U
AND ANCHORAGE PER AND ANCHORAGE PER
CONSTRUCTION SPECS. MATCH DOOR CONSTRUCTION SPECS. \, TYPICAL MONO—
WITH, SEE ARCH. FOOTING NOTES,
SLAB ON SEE DETAIL 8/S1.01.
GRADE,
SLAB ON SEE PLAN.
GRADE, PAVING SLAB ON I
SEE PLAN. CONCRETE STAND-OFF PAD TO BY BUILDER GRADE MISC
2� X F4 � 12"xl 2 1#5 CONT. SEE PLAN:
< 0C) MATCH ARCHITECTURAL COLUMN WOOD POST DETAIL 10B FRAMING
DIMS. FOR BOX COL. w/#3 PER PLAN. E. V En DETAILS
HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE
z MATERIAL
00 1// 1 SLAB
BRICK VENEER, " 't CLOSED TIE AT TOP \ PER CONST. SPECS. ON
SEE ARCH.N. ALT. FOOTING AT GRADE,
ALT. FOOTING AT
C14
BUILDERS DISCRETION. SEE PLAN.
T/PAD = HOUSE PAVERS BY 7, BUILDERS DISCRETION.
FINISH FLOOR OTHERS
A
14
-#3 0 48" O.C. OR DO NOT SCALE DIMENSIONS FROM
ROD CHAIRS (TYP.)
THICKENED EDGE THESE DRAWINGS.IF A DIMENSION IS
T
12" 1-STORY, W/(2)#4 CONT. F DETAIL 10A .0 4 a UNCLEAR REFERTOTIHEJ
1 OR
00 w/ 1—#5 CONT. ARCHITECTURAL DRAWINGS OR
R
CONTACT THE EjOR,
16" 2-STORY, w/(2)#5 CONT. 24" 3—#4 HOOKED
L VERTICALS 8" O.C. PLAN NAME
6 6"x8" EXTENSION FOR BRICK \_CONCRETE FOOTING 8" ISOLATED FOOTING, r CATALINA
LEDGE ADD 1-#5 CONT. (SEE P SEE PLAN REINFORCING, DESIGN/DRAWN/CHECKED
BRICK LEDGE DETAIL SEE SCHEDULE. CS / RD /LAP
�8 MONOLITHIC EDGE FOOTING rq--� PAD AT BOX COLUMNS THICKENED SLAB ISOLATED FOOTING UNDER MONOLITHIC EDGE DATE
06.23.15
SCALE: 3/4" 1'-0" SCALE: 3/4" SCALE
�-o 1 �10 1 �01 AS NOTED
LPA No.
TOLL-15-00271
CONTROL No.
SHEET
REVISED
S1 , 01
SHEET 5 OF 9
SYMBOLS LEGEND
.__ DESIGNATES SHEARWALL. THE HIDDEN
-------- LINE DESIGNATES SIDE OF WALL THE
SW 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d @ j DESIGNATES Bd COMMONS @ 111p]
3" D.C. EDGE & 6" D.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
I Lou Pontigo and
_F
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEEDDETAIL 2/SO.O, 420 Osceola Avenue
SEE 3/S0.1 Z� BEAM OR TRUSS, SEE PLAN- jax. Beach, Florida 32250
FOR BEAM CONN IZ4 Ph. 242-0908 Fax. 241-9557
ff
C ANCHOR LEGEND FL: CA#8344 SC:CA#3579
(TYPICAL 2 PLA *E BALLOON FRAMED WALL
(2)1.75xl4 1.9E LVIL 2x6-1/1
:(2�)22 x�6-1 2)2 x 6-�11 __�3)2x(5 X A307 DIAMETER FULL HEIGHT
THREADED ROD. SEE DETAIL 12/SO.1
POST: 6x6 P.T. SYP#2 ......
SEE DETAIL 2/S0A.
<
A307 DIAMETER FULL HEIGHT %) ............
OSB WALL
FASTEN TOP OF X5 THREADED ROD, SEE DETAIL 12/SOL1 E S
D71�_ H
z WA_LL_PER HE L SHEATHING 11 !1 SEE 3/SO.1
A307 DIAMETER THREADED 0. 71461
HEAPE�--TO-JAIS-KS-
3: 00 5A/S9.1 X I FOR BEAM CONN. ROD TERMINATES AT FIRST FLOOR
7� S
En W/ �2)MSTA24. c\I TOP PLATE, SEE DETAIL 12/SO.1
I (TYPICAL 6 PLACES)
C14
% ..0 . TE F
A307 DIAMETER THREADED
00 ROD TERMINATES AT FIRST FLOOR
X TOP PLATE, SEE DETAIL 12/SOL1 R
- -I r7
TRU�S T41 ABOVE
(2)2x(3 SPF#2 Z . ------------
SIMPSON HTT5 SEE DETAIL 15/SO.I
POST., < A
z Christopher I Sabourin PE
>
3. 00 FL PE#71461
z
_j
SIMPSON DTT2Z SEE DETAIL15/S0.1
III > 3. 00 C14
0 TRUSS FTGO6 AE30 E I
REVISIONS DATE
X
- - - - - - - - CN SIMPSON LTT20B SEE DETAL15/SO.1 REMOVED
(3) x6-1/1 I
J
7.23.1Z
T ELLIS
E
X !7.2T3 15
(2)2x6 PF#2 12" LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
POST. WITH 5-10d COMMONS
X
CN
L31 N WALL STUD SCHEDULE
>
�'��6AP HEADER 0 LOCATION PLATE STUD SIZE
kR DETAIL 7/SO.1. (2)2X6 SPF#2 POST. (2)2x6 SPF#2 m HEIGHT & SPACING
<
STRAP THIS END OF POST. EXTERIOR 91-11. 2x4 SPF#2 0 16" D.C..
ol ELD ALTEPATION
0
BEAM W/ (2)MSTA2 X MAX
11 M (3)2x6 P ST DIRECTLY N 10,-I 2x6 SPF#2 @ 16" O-C. CONTRACTOR SHALL CONTACT LOU
I X EXTERIOR MAX 2x4 SPF#2 0 12* D.C. PONTIGO a ASSOCATES PRUR TO
HEA6ER---TO-JAfXS-- <>,/_BELOW P ST ABOVE. C\I 04
(3)2x6 10:-I.T MAKING ANY STRUCTURAL FIELD
w/ (2)MSTA24. 04 EXTERIOR 0 2.6 SPF#2 016" D.C. MODIFICATIONS WHICH MAY VARY
OST FROM THE INTENT OF THE ORIGINAL
INTERIOR 2X4 SPF#2 0 16" D.C. CONSTRUCTION DOCUMENTS ANY
FIELD ALTERNATIONS MADE PROR TO
BOVE BEING APPROVED By LOU PONTIGO a
JOE 12'-( 2 6 5PF,12 6- D.C. 21 ASSOCIATES MAY RESULT IN
MAX 02 0
TRUSS T49 ABOVE BJ�T �M2 A AB�� INTERIOR X4
RUSS FTGO 0 2x SPF : 112 C. ADDITIONAL ENGINEERING OR
+SO Sm Nam
(3)2x6 SPF#2
6x6 P.T. SYP#2 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
SEE DETAIL 2/S0.1. POST. r -,IQ z 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
< ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
(1)1.75x14 1.9E LVL > _tNI.
0 r- 1�1 YELLOW PINE T z
m r to 00 3 2 6 POST DIRECTLY BELOW (2)2x6 POST DIRECTLY N �--jK\\-SEE DETAIL
04 < X X 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
C14
cli BELOW OOST ABOVE. 3/SO.2 0
ro T ABOVE. PROVIDE SOLID >
PROVIDEi SOL D 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
BLOCKING WITHIN FLOOR Ld TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
CO BLOCKING WI -HIN Ln
X 0) MINIMUM. SEE 3/SO.O FOR ADDITONAL ANCHORS AT LLJ
C14 0 0 L J// SYSTEM. SHEARWALLS
I / FLOOR JYSTE M.
C11 :2
< ---------- L0
Ui 10 0j (D COMBINED USE PANEL NOTES LLJ n
X <
////A/ (2)2x6 SPF#2 6x6 SYP#2 POST W/ABU615,
% 11 1. EXTERIOR WALL SHEATHING SHALL BE
POST. SEE DETAIL 1/SO.2, SIM. 00
F-r- - I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
(3)2x6 SPF#2 BEAM BM4 ABOVE LN I
11ju I - - - - - - - - - - - TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING LLJ
n n
11 11 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
POST NON STRUCTURAL Uj
Za
BRACKET BY BUILDER. 2. SEE SHEET SO.0 FOR WALL SHEATHING U
:5 �, 7 z
+61 TRUSS FTGO3 ABOVE SPECIFICATIONS.
z R 1 3. UPPER MOST TOP PLATE SUPPORTING ROOF
6x6 SYP#2 <
00 91 MEMBERS SHALL BE STRAPPED AS SHOWN IN
FASTEN TOP OF
POST W/ABU66. LU I �,_6x(5 SYP#2 POST W/ABU66. DETAIL I/SO.O
WALL PER DETAIL 1 0 1 0 z CL
STRAP HEADER < 1 11 11 SEE DETAIL 1/SO.2. SIM. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
LU 4-- 1=1 F_ -
F -PE-R-D-ETA-IL -7/S-0.1. SB LL 5E/S0.1 3/SO.O
C m SHEAT I Lf) 0� < LU
(D Cj
< GENERAL NOTES
< 6x6 SYP#2 POST W/ABIJ66.
0 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
FN TOP OF WALL
--- SEE DETAIL 1/SO.2. SIM.
-11 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
IL 5/SO.1. 1 6x6 SYP#2 SIZES AND SPACING. AT GIRDERS AND BEAMS,
POSt-W,/ABU66. r 1 11 1 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
I T I PLIES.
I �Cl-j I
I - - - - - - 2. SEE SHEET SOLD FOR ROOF AND FLOOR Uj
Al X TRUSS FTG04 ABOVE 1-R L NON STRUCTURAL SHEATHING SPECIFICATIONS.
BRACKET BY BUILDER.
00 X 3. WHERE FRAMING MEMBERS CONSIST OF h
11:4 0 CD Z
4ULTIPLE
>
NON-STRUCTURAL BRACKET 7- Ith STRAP HEADER LLI PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
I OSB WALL
<
BY BUILDER I SHEATHING I �11 '�1_6x(S SYP#2 POST W/ABU66. TOGETHER PER DETAIL 5/SOE0
PER DETAIL 7/S0.1. LJ SEE DETAIL 1/SO.2. SIM.
am 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
LD
Ld L0
Z FAr_ OP OF WALL 0 N 1 11 11
"tE N T 3/SO.O
PE rAIL 5/S0.1. X 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
DE 0 0
z a I < ATTACHMENT PER DETAIL 5/SO.1
CD Lo
00 U
=__3-IL 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
U) 1[--1 r
TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
L--------- NON STRUCTURAL
" :,/-BRACKET BY BUILDER. 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
(2)2x6 2/1
MTS12 (2)2x6 POST DIRECTLY BELOW (2)2x6 POST DIRECTLY BELOW U U CS-18 STRAPPING DETAIL
STRAP @ -10d POST ABOVE. PROVIDE SOLID POST ABOVE. PROVIDE SOLID 6x6 SYP#2 SEE DETAIL CS18 STRAP w/ lo"
32" 0 C. COMMONS. BLOCKING WITHIN FLOOR BLOCKING WITHIN FLOOR POST W/ABU66. 3/SO.2. END LENGTH. FASTEN IST FLOOR
SYSTEM. SYSTEM. IL END W/ 9-10d. 11 A
)7 ILL FRAMING-/ FF ING
CRIPPLE STUDS WALL SHEATHING PLAN
@ 16"o.c, NAIL TO CONTINUOUS.
ADJACENT STUD
NO NAILS REQUIRED
w/3-10d COMMONS FLOOR IN CLEAR SPAN
TRUSSES-
OR JOIST. SCA
WALL SHEATHING --\ 2-ROWS OF 16d TDHOE5NaODTRAWINLEGSD.'I'F"AN'D'DMNENS,00NMis
NCLEA LH
2 �E U R REFEUV"VITHE OR
ARCHITSITURAL D G
@ 9" O.C. WALL FRAMING �d 2
CONTACT THE EJOR,
2x4x18" LONG ADJACENT
TO STUD. FASTEN TO HEADER 2-ROWS OF SIMPSON CS18 STRAP w/ 10" PLAN NAME
15600 SDWC SCREWS END LENGTH. FASTEN CATALINA
WITH 3-3/16%4" LAG SCREWS. THIS END w/ 9-10d.
@ 12" O.C. STAGGERED. FIRST LEVEL WALL FPZAIIVIING PLAN SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED
2X10 SYP#2 SCALE: 1/4" 1'-0" CS / RE /LAP
PLATE SIMPSON LSTA12 ALLE�XTERIOR WALL 48" D.C.
LINE. SS� OTHER NOTED DATE
FLAT STRAP @ 48"o.c 1 06.23.15
OR WALL SHEATHING SHEARWALLS 24" O�C. _SCALE
10d COMMONS-"/*' CONNECTING BUCK AND PLATE (SW dCY/6")
@ 6"o,c AS NOTED
WEEENNONTOTED ON PLAN LPA No.
ri __�WOOD FRAMED HEAD ABOVE SLIDING GLASS S E 2 TOLL-15-00271
1. IN TALL SOLE PLATE ANCHORS PER DETAIL CONTROL No.
3/ 0.0
2. AN HOR SPACING SHALL BE AS NOTED. FOR SHEET
EX MPLE - SOLE PILT 0 36" = 36" B REVISED
ON CENTER SPACING A
V-,�4j st]
v
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES,
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET $0.0.
4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Associates, Inc.
TRUSS
420 Osceola Avenue
RAFTER TAILS, SEE FASTENING DETAILS jax. Beach, Florida 32250
DETAIL 8/SO.2 (TYPICAL)-\ Ph. 242-0908 Fax. 241-9557
FL: CA#8344 SO CA#3579
s,'
L
PORCH CEILING
"ttj
7/ Z A
A
1 1 F- F� H F-
01 CC CC CE
=> &* '-3B
5
LL LL LI I U U
// JU 61
LL
E OF
F R I
PORCH CEILING /Z// T41 STUD DIRECTLY TOP PLATE To A It r'
\-HTS16 RAFTER TAILS, SEE BELOW TRUSS
SEE 2/S0.1_ HTS1 6-/ T35 SDWC15600 STUD SDWC15600
Christopher I Sabourin PE
T42 ��S[3 SL PORCH CEILING AIL I AL
/X PANE ER 5E/SO.1 SEE 2/S0.1 FL PE#71461
T35
�117
Z, 7\\
10, 0'
7 -------- nt K
30'
T// 38
^2 T4 D2a
6 HTS1 6
SHEATH UOPER T.-APR
WALL THRU LOW-\ 0)
M CONTRA
THD26
ROOF 'TO BEAM. 7 F_ PONTIGO a ASSOCIATES PRIOR TO
co MAKING ANY STRUCTURAL FIELD
77, 1 - 1�� BELOW TRUSS I MODIFICATIONS WHICH MAY VARY
TA24 p /I Y2*MOX
0 (2)M S HTS1 6 r ___r_13.14 FROM THE INTENT OF THE ORIGINAL
77 -a BM STRAPS FIE D ALTERNATIONS MADE PWOR TO
19 (2)HTS1 6� — / SDWC15600 T P PLATE TO BEING APPROVED BY LOU PONTIGO a
RAFTER TAILS, SEE_//— T�R26 ADDITIONAL ENGINEERING OR
—————— !F-7 rr- T- T Y�71
DETAIL 8/SO.2 (TYPICAL) T49 FT05
��26 6)
Note: 1. Sloped-roof rafters may be sloped up to and including
T50A
a 12:12 pitch and must be "birdsmouth" cut,
iT
It 1 1, 1 1 0,; 1 2. Reference detail 4 for installation instructions.
TFID26/ FT06
THD26
T50B Hit
</
F05 SIMPSON SDWC INSTALLATION PANGE Z
T TjHD26 -TIJ FT06 7' EJT6
D3 =H4D26
c
I I I F05
i I 1� FF06 U
TH D26 YIHD26 'IT C,I I M Cq Cq C, Cq
--- Cq co 0
Ej I e D26 Eila
TH026 ,K
< "�SO.2)/
T,HD?Y, Fr06
2Q
THD26 00
A/ TG07 LU
I =-- 1T j
T50F W F,
(2)H TS1 6 ---FG-6111 LIJ
26 OSB BLOCKING IUMA
TH026 (DO1 ABOVE) __4]
FTGO3
PANEL P
gq'
57IT, 5E SO.1
1 00 t FT04 (4)HTIS116
T k
N&
8 =&IOMEOLm— - __ t /1 3 __
----TO L
SO.2 (D02 ABO
T52 THD24 PANEL PER -
PROVIDE (2)2x4 BL. ICKING (1002ABOVE.) __ \1 I== I --- I I A 15�\ 1 FT04 SDWC15600
------- 5E/SO.1
DIRECTLY BELOW PONY 153 Note: Reference detail 2a for installation on2le limit
I I I L__1' I FT04
WALL. FASTEN BLOCKING TO H TS1 67 7- MSH422 -1 1 `�I-— 00 j V)
(DO1 ABOVE) Fil— rl 2"� SDWC INSTALLATION
TRUSS vv/ 4-10D TOENAILS. FT04
F09 SO.2)/ D
F
-I
0
It T 2x8 SYP# TEN, Rafter to Top Plate shown
G F09
2 LEDGER. FAS OSI3 BLOCKIII`_ F1 U4 (Truss to Top Plate similar)
w/ 7-8d COM FTGO4
DOUBLE 2x6x 9'-0" LONG. FASTEN MONS @ 24" Uj
'U924 0
TO TOP CHORD OF TRUSS W/ 6 O.C. INSTALLED OVER 5E/SO.1
i F10
2-ROWS OF 10d COM. O.0 SHEATHING.
6" L I FT04
% JUB24 ;E 0 WATERPROOFIN
I U0 .4
6 It 11 _77 1 PONSIBILTTY LU
IS RES
--------- OF 3111
JUS24
IT I
F10 Q
----------- Do not install SDWC in
hatched area
lei FT04
t--- --- - JUS24 1 0 0
NON-STRUCTURAL BRACKET I Z 1 11 1
A� SDWC15600
J F10 FT04
BY BUILDER I If/%I T.56 /A it 71E i I tb�BLOCKING J U
. ..... I -- PER
;;71�FT04
JUV4 It
T57 10 1 5E/' $O.l Overhang 1 1/2" MIN
Al I - - 2" MAX
RAFTER TAILS, SEE FT04
DETAIL 8/SO.2 (TYPICAL)
T
SDWC INSTALLATION RANGE
(4)HTS-16
SOA
FLOOR AND
Floor Truss Connector List Roof Truss Connector List BEAM SCHEDULE V � 1� I
L
Manuf Product Qty -M—anuf Product Qty PlotlD Length Product Plies ROOF TRUSS
USP MSH422 2 USP JUS24 5 BM1 8-00-00 LVL2.0E 1 3/41V x 16" 2 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES V minimum edge Rafter or Truss PLACEMENT
LISP THD26 3 IV 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING distance for full
LISP THD26 42 BM2 12-00-00 LVL 2.OE 1 3/4 x 16" 2 values (with or
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 Splice may be in upper or PLAN
without a plate lower plate
LISP THD26-2 1 LISP THDH26-2 1 BM3 20-00-00 LVL 2.OE 1 3/4 x 16" 2 SCREW UNLESS OTHERWISE NOTED Splice)
USP THD46 8 LISP THD28 1 BM4 24-00-00 LVL 2.0E 1 3/4 x 16" 2 ALE DIMENSIONS FROM
I BE IFA,
USP THD48 1 TDOSNEOTZAWINGS. IMENSION IS
I r UNCLEAR REFER TO THE
Y* from top plate ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
splice Off set
for full values STUD NOT DIRECTL�
1ELOW TRUSS PLAN NAME
CATALINA
FLOOR AND ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED
CS RD /LAP
SCALE: N.T.S. -DATE
NOTE: ISDWC AT TOP PLATE SPLICE 06.23.15
SCALE
1. FASTEN ROOF TRUSS; TO TOP PLATE w/ 2-12d TOENAILS AND AS NOTED
UPLIFT CONNECTOR, SEE PLAN. LPA No.
TOLL-15-00271
OFFICE COPY CONTROL No.
/Vux
(C
C_
_j
D D I==REUCSTSLY
OW TR Top P TEC To
SDWC15600 STUD SDW 15C
SHEET
REVISED
S1 .2
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
W.T 3w-j, LINE DESIGNATES SIDE OF WALL THE LL
SHEARWALL SHEATHING TO BE APPLIED. 01
Bd 0 j DESIGNATES 8d COMMONS 0 P]
3' D.C. EDGE & 6" D.C. "IN THE
RELD"
DESIGNATES THE HEADER SIZE, NUMBER
OF PLY'S & JACK/KING STUDS NEEDED
(2)M-1/2 FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
jax. Beach, Florida 32250
BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND FL: CA# 8344 SO CA#3579
----------------
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1 I
A307 DIAMETER FULL HEIGHT CE
X5 THREADED ROD, SEE DETAIL 12/SO.1 e
A
1 . 7146
N' A307 DIAMETER THREADED -
ROD TERMINATES AT FIRST FLOOR S
TOP PLATE, SEE DETAIL 12/S 19
0.1 TE OF
I*h
A307 DIAMETER THREADED 4
ROD TERMINATES AT FIRST FLOOR '4tq 4
TOP PLATE, SEE DETAIL 12/SO.1
L
SIMPSON HTT5 SEE DETAIL 15/SD.1
CS1 E @ BASE ASE Christopher I Sabourin P E
a B FL PE#71461
CF
CF STUDS. OF TUDS SIMPSON DTT2Z SEE DETAI1_15/SD.1
REVISIONS DATE
SIMPSON LTT20B SEE DETAIL15/SO.1
12" LONG LIGHT GAUGE STRAP
CS18 @ BASE X LSTA1 2 FASTEN TO TOP PLATE AND STUD
C14 WITH 5-10d COMMONS
OF STUDS.
WALL STUD SCHEDULE
c� c_� PLATE STUD SIZE
(0 v) LOCATION
X HEIGHT A INC
_j C\j U) V) 2x4 SPF#2 0
_1 0 (A 16" D.C.
SB SHEATHING :;� _j 1�1 C14 to EXTERIOR MAX FIELO ALTERATION
3�: Li (0 (3)2x6 SPF#2 POST. CS18 @ BASE t-
RU LOWER ROOF _j ity-I 2x6 SPF#2 0 16" O.C. p_r CONTRACTOR SHALL CONTACT LOU
STR WALL TO B STRAP TO POST OF STUDS 1 0 EXTERIOR MAX 2x4 SPF#2 0 12" O�C. PONTIGO a ASSOCIATES PRIOR TO
0 BELOW P D < BELOW w/2-CS18. X EXTERIOR 2x6 SPF#2 0 16" D.C. MAKING ANY STRUCTURAL FIELD
EAr (1) < - 0'-1 TO MODIFICATIONS WHICH MAY VARY
TO TRUSS BEL W. ETAIL 0.2. 0- If <
(3)2x6 SPF#2 _j Ld �4!-O* FROM THE INTENT OF THE ORIGINAL
Lo I -
c1l _j CONSTRUCTION DOCUMENTS.ANY
I < INTERIOR 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PIZOR TO
------- 0 POST.
1, "1 - 3�: MAX - BEING APPROVED BY LOU PONTGO&
cla X USS T26 ABOVE - - - Ed 12'-0" 2x6 SPF#2 @ 16* D.C. or ASSOCIATES MAY RESULT IN
2 SPFJ, 2 0- NSPECTION FEES
<
SPF1
(3)2x6 SPF#2 POST. [if CS8 @BASE
1.- 0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
STRAP TO POST V) _j OF STUDS.
> BELOW W/2-CS18.-\ Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
)a Ca X ARCHITECTURAL REQUIREMENTS.
TRUSS T24 ABOVE 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
YELLOW PINE.
0 (2)2x6 SPF#2�/
V) POST. of (0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
< T I--
(0 _j 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
m X U
04 0 < TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
_j F- I-
0 < MINIMUM. SEE 3/50.0 FOR ADDITIONAL ANCHORS AT
ELI "0 cli LLI SHEARWALLS
CS1 8 BASE _j
I-- _j
_J LLJ <
_j OF TUDS.
< �;: Ed COMBINED USE PANEL NOTES Uj C)
3: EL. Q_ I
Ld 6x6 SYP#2 P.T. POST. 1. EXTERIOR WALL SHEATHING SHALL BE n/ In
0 a- STRAP ALL POSTS THIS <
X w 0 STRAP TO TRUSS BELOW CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST j
1,LEV�L TO BEAM/POST c\I F- _J TOP PLATE. SEE DETAIL l/S0.1 FOR SHEATHING
I Uj
04 V) LU w/2-HTS20 STRAPS. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
Q BELOW w/2-CS16 U.O.N Li w
_6 > m (TYPICAL 3 PLACES)
L 0 2. SEE SHEET SO.0 FOR WALL SHEATHING U
-m co SPECIFICATIONS. z
<
CS18 BOTTOM OF STUD 3. UPPER MOST TOP PLATE SUPPORTING ROOF
c'j <
WHER� NOTED. SEE DETAIL 0 MEMBERS SHALL BE STRAPPED AS SHOWN IN
AT BOTTOM RIGHT OF PAGE. CS1 8 @ BASE DETAIL 1/SO.O
z
V) OF STUDS. 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
Of X 31SO.0 Uj
I F- c\1
X
cli cli
I GENERAL NOTES
CK M C)
V) V)
=) '�' 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. D
Cf (0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
FASTE TOP OF t- _j SIZES AND SPACING. AT GIRDERS AND BEAMS,
0 < z PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER J
STRAP WALL TO TRUSS 1-- F-- = PLIES.
6/So.27 1 Li :z-c
BELOW PER DETAIL 6/SO.2. _j 0 V� Uj
5B/S0.1 __j 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
z
SHEATHING SPECIFICATIONS.
Lj 3: 00 0 0 Z
D.- (1) 3. WHERE FRAMING MEMBERS CONSIST OF h
dULTIPLE
< 3: PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
z oe� 0 TOGETHER PER DETAIL 6/SO.O
I.- _j
-0 CS18 @ BASE Cn Uj
04 X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
00 1
OF STUDS. m
I 3/SO.O
I CS18 @ BASE 1 04
L
NOF STUDS. al 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0
OSB SHEATHING ATTACHMENT PER DETAIL 5/SO.1 U
THRU LOWER ROOF--�,
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TO WALL BELOW. �I (711
1
8 CN TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
CS, AND HOLD DOWNS
'��(2)2_2 X�10 CS-18 STRAPPING DETAIL
(2)12x6 SPF#2 (2)2x6 SPF#2 \-SEE 3/SO.1 FOR BEAM CS18 STRAP w/ 10"
POST. POST, CONN. (TYPICAL 2 PLACES) END LENGTH. FASTEN 2nd FLOOR
END w/ 9-10d.
11 A
WALL FRAMING-/ FFN^MING
PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FRCM
OM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFERTO THJE
F
RD I CT!AL W1 GS 0
ARCHITECTURAL DRAWINGS OR
WALL FRAMING CONTACT THE E.O.R.
CS18 STRAP w/ 10" PLAN NAME
4END LENGTH. FASTEN
THIS END w/ 9-10d. r CATALINA
DESIGN/DRAWN/CHECKED
SECOND LEVEL WALL FRAMING PLAN CS / RD /LAP
SCALE: 1/4" V-0- DATE
06.23,15
SCALE
AS NOTED
LPA No.
TOLL-15-00271
OFFICE CC"-, CONTROL No.
SHEET
REVISED
S13
SHEET 8 OF 9
SYMBOLS LEGEND
HTS16 I DESIGNATES UPLIFT CONNECTION. 111 T1
FRAMING PLAN NOTES-
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR-
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.
4. WHEN USING (2)H2.5T CLIPS ON V/," WDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER,
Lou Pontigo and
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA# 8344 SC:CA#3579
E N"s e
%
0 7
0, 1461
SlArE OF
A%
0
RAFTER �TAILS, SEE STUD DIRECTLY
DETAIL 8/SO,2 (TYPICAL) TOP PLATE TO /0/AV/A V. .........
11BELOW TRUSS
SSDWVVC1I 556600 STUD SDWC15600
Christo pher I Sabourin P E
FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC
�ISIONS DATE
SO.0
Rafter to Top Plate shown
Truss to Top Plate similar
i cq sl
0 00 11
c") cl Cl) IN
E Optimal 22)�
LLLJ
ly 0'
E 39
EJ r5
\�Sao'v It"""IFIELD A�LTEPATIO�N
E
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
A- MAKING ANY STRUCTURAL FIELD
MODIFICAT ONG WHICH MAY VARY
X2"MOX FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANN
HTS`111� I=X)R FIELD ALTERNATIONS MADE PRIOR TO
I'_ BEING APPROVED BY LOU PCNTIO0&
It SDWC1.9f50n TOP PLATE TO ASSOCIATES MAY RESULT IN
EJ( 7
11
Ow I a e: pe -too To ers may e so e up o on ncu
HTS1 6 a 12:12 pitch and must be "birdsmouth" cut.
i
H26 2. Reference detail 4 for installation instructions.
-4
---[L- / =_-Jr,-
EJ07
-T24
SIMPSON SDWC INSTALLATION PANGE
A UU
EJU7—'
EJ07 u U9
F 106A
r5
EJ07 \1i,,SO.0)/ LLJ
EJ07
EJ06
k
LL1
HT 16
EJ071,1 I! - ----- THD26 T22
77----
F
==4 J07H
E
11 D02 IPPUD, NOT�DIRECT�j
EJOII� 0
I BELOW TRUSS
SO.2 EJOYl X SDWC15600
LLJ
D02
Note� Reference detail 2a for installation angle limit
2x4 SPF#2 WALL @ 16" O.C. N Lf)
STRAP DOUBLE TOP PLATE TO > 7
PORCH CEILING
EACH RAFTER w/1 —H2.5T. F
STRAP BOTTOM PLATE TO // --SEE 2/S0.1
'\ 7
BLOCKING vv/ MTS12 32" O.C. iN Rofter to Top Plate shown
_ N
(Truss to Top Plate similar)
LIJ
z
NT le� STUD NOT DIRECT]
BELOW TRUSS
7 =--,-r
1N\
Do not install SDWC in
J( hatched area
0 0
SDWC15600
CD M 00 r__ LO 0 M 00 I� (0 LO Cl)
R 1 1/2" MIN
111/4� Overhang 2" MAX
V 11AIIIII V/ V//
/Z I I "XA&Zlt I K 4_4 4_1414�1 KV/1__// r
F 11 IIHTS1 1---' 11 11 11 SDWC INSTALLATION RANGE
RAFTER TAILS, SEE_/ HTS1 6—/
DETAIL 8/SO.2 (TYPICAL) <0 TRUSS
TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES ... minimum edge ,�—Rafter or Truss PLACEMENT
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING distance for full PLAN
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 values (with or Splice may be in upper or
without a plate over plate
SCREW UNLESS OTHERWISE NOTED splice) Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
r UNCLEAR REFER TO THE
X' from top plate ARCHITECTURAL DRAWINGS OR
splice Offset ID N DIRECTI
for full values ST LOW OT USS r
�BE FIR PLAN NAME
C
'ATAUNA
ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED
CS / RD /LAP
SCALE: N.T.S.
DATE
NOTE: ISDI AT TOP PLATE SPLICE 06.23.15
SCALE
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND
UPLIFT CONNECTOR, SEE PLAN. AS NOTED
LVA No.
TOLL-15-00271
CONTROL No.
SHEET
r�q
!Imnrlsn
S1 ,4