1696 ATLANTIC BEACH DR - NEW RESID. stru dwgs DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAWhQ TYPICAL I
t 0.131X3* TOE NAILS TYPICAL TOP PLATE NAILING* PLATE SPLICE VANDOW SILL SCHEDULE
DESIGN CODE-. COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAIUNQ- 2X6, 2x8 (5) NAILS 4'-Om MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
2014 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2x1 0. 2x1 2 (7) NAILS FASTEN ALL TOP PLATES Iw/ (16) 0.1310" NAILS OPENING OR SILL PLATES FASTENER EACH END
1 CAR SYP SPF 0.131x3m END NAILS: 9- LVL, 11- LVIL (7) NAILS TOGETHER w/ (3) ROWS VVENLY SPACED 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
INTERIOR EDGE STRIP (PSF): (2) 0 2x4, 14" LVL, 16" LVL (9) NAILS OF .1310 0 12" O.C. STAGGARD. -4 6*-4". (2)2x4 SPF #2 (5)12d TOE NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS,
TRIBUTARY GARAGE +16.3
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) I a' = 4P-6" DOOR USP A35 450 450 (9)1 Odxl'/2 (3) 0 2x6,
-17.9 (4) 0 2x8. 4 8'-4-1 (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM +18.2 -19.8 +18.2 -24.4 (8'x7) USP RT7 585 495 (5) d EA. END SYP#2
10 SYP#2 DBL. HEADER, 12#-O*l (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS
ROOF FLOOR 2 CAR +15.5 USP RT8A 775 650 (5)10dxll/2:' EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, .6-MAX TOP PLATE PER PLAN 4'-0" MIN.
ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE I
USP MTW12 1195 860 (7)1Odx1'/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..
-17.0 USP HTW20 1450 1245 (12)l0dWX,�" EA. END
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (11 6'x7')
TOP CHORD DEAD LOAD I I I i SEE 5/SO.O
20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)1 Od EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). TH E USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL-\ RAISED ARCHED TRANSOM OPTIOND
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ... HEADER 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"0 ROD 1`0 FTG. 3. USE SYP#2 FOR ALL m FASTENED w/ 3-0.131-x3- Jax. Beach, Florida 32250
DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO AEADER HEADERS DROPPED EA. END TYPICAL. Ph.242-0908 Fax.241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1 -A- HEADER SHEATHING MAY EXTEND 2" FL:CA# 8344 SC:CA#3579
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/8"0 ROD TO FTG. 01 PAST BLOCKING- WINDOW
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE 01
USP HTT22 5370 5370 5/8"0 ROD TO FTG. BALLOON FRAMED FULL ARCHED SYP#2 H R ATTACHMENTS MUST
WIND LOADING: LINEAR INTERPOLA11ON IS PERMISSIBLE. USP PAU44 2535 5/5-0 ROD INI (1 2)16d HEIGHT TO ROOF OR FLOOR L-- - ---- FASTEN LOWER STUD TRANSOM PER PLANS ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS TO TALLER STUD w/ OPTION JACK AND
MIN. DEAD LOAD COND111ON OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 1 2535 5/810 ROD w/ (12)16d PLAN. BRACING BY OTHER 2-ROWS OF 10d COMS`� SEE RIGHT KING STUDS, 00"111111111,11
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USPMSTAM24 1545 1455 TAPCONS 0 12" 0.C. WINDOW SILL SEE SEE PLAN 'flit.
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 5.) FASTEN BOTTOM PLATE OF 0(50 R
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE oll �%zp
UVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MUL71PLIED INTERIOR LOAD BEARING SCHEDULE
FULL HEIGHT ANCHOR
BY 0.75 WHEN COMBINED w/ DEAD LOAD. FOR SILL SIZE AND
RESPONSIBILITY OF THE WNDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE AT TWO STORY CONDITIONS, 6L4
TIVE AND NEGATIVE PRESSURES. LN 110
NEC*.'.TORS CONNECTION EACH
THE ABOVE NOTED POSI SIMPSON CON
S Cn
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH w/lOd MASONRY CUT NAILS a TYPICALLY %" FULL PLAXNAWh&- WINDOW SILL SEE PROVIDE SOLID BLOCKING
48" O.C. MINIMUM. SEE END
a HEIGHT THREADED O.1,31x3" TOE NAI[S- SCHEDULE WITHIN FLOOR SYSTEM AT ALL
61
IMPORTANCE FACTOR --------------- 1.00 14 0 14 UPLIFT mzr
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, UPPER LEVEL POSTS & JACK
---------------- 20.0 FT -- OR F 'NERS FL# CODE ANCHORS AT SHEARWALLS (3) 0 2x4,
CONNECT Syp ASTE.
MEAN ROOF HEIGHT SPF I STUDS
(4) 0 2x6,
ROOF PITCH ------------------- 7/12 A35 450 450 12-8dxll/2" 10446.4 (5) 0 2x8. SDWC15600 SCREW E OF
BUILPING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED Q,
H2.5T 600 520 5-8d EA. ENO 11478.3 SEE 8/SO.O !zl
EXPfURE CATEGORY --------------- B DENOTES EDGE STRIP. INTERIOR BEARI G AT SHEARWALLS AND-\ PT. SPF#2 4-14�,� �e
ox" 4
R
SEE C & C CHART H8 620 530 5-10dxl'/2* EA. END 11470.3 SEE PLAN FOR S"UD SIZE
ENCODSUI�E CLASSIFICATION ------------ENCLOSED 'PACING. silos* R,
ABOVE FOR a' DIMENSION AND O.C. STUCCO FINISH SOLE PLATE A 11 A k1I A A A %
INTEMINIAL PRESSURE COEFFICIENT ---------- .18 MTS12 1000 860 7-10dxl'/2* EA. END 10456.3 81 N - -A 1E .4 iA N A
WALL SHEATHING
41
HTS20 1450 1245 24-10dX11/2" EA. END 13872.3 SEE DETAIL 1/SO.1
CONTINUOUS BL CKING
FOR SPLICING FOUNDATION, SEE PLAN. J
MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR YSTEM 16d COMMONS OPTIONS Christopher ) Sabourin PE
Ir Of MSTA36 2050 1870 13-1 Od EA. END 13872.8 WHERE POST IS BOVE. 0 8* O.�.�- 21 - FL PE#71461
WALL FRAMING AT WALL FRAMING AT MIN' SOLE PLATE ANCHORm
HARDWARE AND ANCHORS: cl) to 18-16d TO -FRUSS/BEAM FLOOR SHEATHING PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE .......
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH (NOT ACTUAL PLAN] a a HTT4 3480 3080 1-5/8"0 ROD TO FTG. 11496.2 8d 0 3" SEE SPECIFICATIO+ PLATE BREAK Koo �90NS DA-M
ASTM A 307 OR ASTM F 1554 GRADE 36. r I I L I i BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). HTT5 5250 4670 32-16d TO TRUSS/BEAM 11496.2 1HEADER CONDITION OR RAISED HEADER CONDITION DROPPED HEADER CONDITION
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE F
1-5/8"o ROD TO FTG.
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER TYPICAL WALL FRAMING
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 110655.113 1 1 ZE I
RETROFIT REBAR/IROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-10d TO J04ST I \zL0,0/
3E I Y2%6" SIMPSON TITEN HD
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER I I w/3X34.229* WASHER SEE SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - --J --j 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
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT ABU44 2200 5/."0 ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL SEE 5/SO.O SEE 1/SO.1
(DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU66 2300 5/.*0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE BUTT JOIN
EPDXY- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBIL11TIESa BLOCKING ONLY REQUIRED_/ 2sp 2m
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING �REW ALTFRATM
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50.
WELDED WIRE FABRIC (W`WF): SHALL BE ASTM A185. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO S17UD/BEAM/POST STUCCO FINISH SEE DETAIL 1/SO.1 A CONTRACTOR SHALL CONTACT LOU
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2*0 ROD TO FTG. OPTIONS
-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 10-10d 13872.5 BOUNDARY OF SEE GENERALNOTES. MODIFICATIONS WHICH MAY VARY
MODULUS (E)1.900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT THREADED ROD 1#-0" 6" SHEATHING FROM THE INTENT OF THE ORIGINAL
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3xO.229m PT. SYP#2 MAX.- MIN! CONSTRUCTION DOCUMENTS.ANY
WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
TO BE BEING APPROVED BY LOU PONTK30 a
GENE1171 A CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
RAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY-",�� ADDITIONAL ENGINEERJING OR
TOP PLATE WAU,-SEE SCHEDULE EPDXY ANCHOR 11TEN HD GENERAL NOTES. INSPECTION FEES,
FOR STUD SIZE ANCHOR OPTION
FLOW SHEATHING SPECIFICATIONS AND O.C. SPACING.
23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD
WALL SHEATHING TO . . . .... . . . . . . ..
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
ROOF SHEATHING SPECIFICATION& SUPPORTED EDGES,
affiu&L- MIN. "/Is*, 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SEE DETJ�ILS SEE DETAILS RAISE )6* FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES
8d 0 3" BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
z
ON S1.01 ON S1.01 PLAN AND FASTEN 11TEN HD 48* 24" 3x3xO.229" 4" 2m
MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2m RING SHANK 0 6" O.C. EDGE & 6* O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE).
nLL F- r- -1 w/8d 0 3" O.C. EPDXY 48" 24" 304.229" 4" 20P EXAMPLE OF UNSUPPORTED
METAL - MIN. 1/2% 24/16, APA RATED PLYWOOD SHEATHING. NAILED w/ 0.11.3x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO V' O.C. WITHIN 4'-0" OF ROOF EDGE). I I I (UNBLOCKED) PANEL EDGE--�,
.4 -. 7' ,4* - 4- -
'4* 24" N/A
MAS--T 48- N/A N/A (TYPICAL)
WALL SHEATHING SPFrJFI;A-nONS: NOTES:
FLEXIBLE FINISH-MIN. 7/16"', 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING. FASTENED wl 8d 0 6* D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AN�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 ------- I L-------J
STUCCO FINISH-MIN. 7/16-, 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.t. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.--`1 ROOF
(LION) TRUSSES, OR
MASONRY SPECIFICATims: SINGLE STORY MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS.
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 3. AS AN ALTERNATE TO THE 3"X3"XY4* PLATE WASHER. A 3"X3mX'/8* W/ V/2"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 MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
TYP. WA�L SECTIONS SOLE PLATE ANCHOR DETAILaSCHEDULE 4�ROOF AND FLOOR SHEATHING NAILING
CQHCRETE MASONRY UNITS (CMUL \SO.O/ SCALE: 31e V-010 VSO.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 WE10HT, WITH -A,MHMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=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 MASNIRY MEN THE WALL HEIGHT EXCEEDS 5-Oft.
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 RIIINFORCING, MERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
(3) ROW OF 1 Od
WITH 1- #4 0 4'-0" D.C. MAX AND AT EACH CORNER, WALL END, AND WALL INTERSECT12qS,, W� OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNE.R BARS, MINIMUM OF 40 BAR
DIAMETERS INTO EACH XMWA mom JOINT REINFORCEMENT AT 16n O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL 13E INCREASED AS NOTED ON NAILS 0 8" O.C.
LL III
2 PLY
STAGGERED
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6... BEAM.
2x4 BLOCKING
SIMPSON 8�1-
? SDWC1 5600--'-�, 3 PLY BEAM. 04 024" O.C. FASTEN
CLAY MASONRY (BRICla-_
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF '11<L2x4 MEMBERS: EACH END w/3-10d Uj
TOENAILS
FRAMING ROW OF 10d
PLAN FOR EXTEND SHEATHING VERT. NAILS 0 4" O.C.
CONCRETE SPECIFICATIONS& (4) ROWS 12d
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS LTO TOP OF TRUSS AS SHOWN. AT 12" O.C.
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS
0 (2) ROW OF 1 Od STUD BELC
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE 14 )W
GENERAL NOTESe SPECIFICATIONS BELOW. (3) ROWS 12d V NAILS 0 4" O.C. LOWER TOP 4-10d
HEEL V-0" AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
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 ROOF TRUSSES. 2 3 PLY BEAMS 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- 2x4 OR 2x6 POST 2x4 POSI OF CORNER CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. NTH GAP SHOWN 0
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOTSCALE FOOTING DIMENSIONS AND OCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 6-Y4-
FOUNDATION PLAN SHOWN ON SII.O. DO NOT DETERMINE FOOTING LOCA11ON BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON
-"'N TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 ENGINEERED WOOD ENGINEERED WOOD
F� 00
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 coNTINUOUSFOOTINGS PROVIDE #3 048" 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, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS SHEATHING MAY SDWC15600 CONDITIONS CONDITIONS
SIMPSON TERWINATE AT SIMPSON_/ SEE ROOF 4-PLY NOTES:
CONCRETE SLABS ON GRADE* TOP OF DBL. SDWC1 5600 FRAMING 3-PLY
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 TREATMENTFOR PREVENTION OF SUBTERRANEAN SDWC1 5600 TOP PLATE. SEE N OTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
TERMITES. SAWCUTS* FOR 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 DETAILS 14m LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6'm O.C. VER11CAL 0 0
TWICAL CONNEC11ON 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WOOD FRAMING SPECIFICAT11ONS& 5" < HEEL < V-101" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH 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 OP11ON 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 SDWC ONLY REQUIRED MEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITJTED 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" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE 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
----N RO USS CID r7
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 r5 OF TR NNECTION BUILT-UP MEMBER FASTENING NTERSECTIONS STUDS CONFIGURATIONS
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 IN-�-O \ZL.O-V
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: \Z,91 TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICATIONS* SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. /-SEE DETAIL AT RIGHT. NOT REQUIRED CRUERIA
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 4-- AND
WATERPROOFINGe NOT REQUIRED AT GABLE- TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED 0
FOR GABLE ENDS.
THAN 4'-6" ... GENERAL
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK_/ SDWC SCREW 0 N
CONNECTION V11/1111111A INTERIOR LOAD BEARING WALL STUDS SEE PLAN STUDS SEE PLAN 24" O.C. OTES
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN 1;�71 BUILT-UP POST IN THE WALL (2)12d TOE HEAD �LR SILL 00 NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. -NAILS E.E. PLATES SEE\ THESE DRAWINGS.IF A DIMENSION 6
L3'/2 x3/2 x/4 4" 60-0" GABLE X-BRACE, SEE DETAIL 10/S0-1 (MIN) SCHEDULE HEAD OR SILL 2X6 WALL UNCLEAR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 1-401/2 mx'/4 6" 80-00 HEADER SIZE. JACK AND KING STUD PL qI ARCHITECTURAL DRAWINGS OR
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QUANTITY. HEAD OR SILL\ KING STUD TO FRAMING BELOW- -ROUGH OPN'G, SEE ARCH SCHEDULE TRUSS TO PLATE: CONTACT THE E.O.R.
L 5 x 3,/2 0 XV4 6" 10'-0" ---------- HIDDEN LINE DESIGNATES SIDE OF
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6" po SW WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dxlX" ROUGH OPNG, SEE ARCH SDWC SCREW ILAN NAME—")
L6x3/2"X/4 6 12*-0" NAILING: TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLATE SCHEDULE NAILS EACH END. STRAP
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS # 0 DESIGNATES 8d COMMONS 0 3* ATTACHMENT CAN BE INTERIOR OR FRANKLIN
L7x3'/2"X'/4 6*0 16'-0 "3"Z-6 I O.C. EDGE & 6" O.C. "IN THE CONNECTON: IMPSON ROUGH OPNG, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION SHEARWALL HOLD DOWN IS--\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS / RD /LAP
SDWC SCREW 0
BRICK ADJ ADJACENT LG - Lonc SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS
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 DATE
PAINT. 24" O.C.
WEATHER BOT BOTTOM MONO - Monolithic WALLS 2X4 WALL
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS 2. LINTEL MORE THAN V-0". SHOULD BARRIER BRG BEARING OC On "enter THAN 3'-6" ADER FASTENING SECTION 07.06.15
-JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
(2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w 2-1/4.x3* WD. DBL DOUBLE PERP Perpendicular A A A AS NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL DIA DIAMETER PRE ENG -- Pre Engineered KING STUD TO FRAMING BELOW,
LINTEL
FACE NAIL 16dO SCREWS INTO HEADER PROVIDE A 1/20 ATTACHMENT EA - EACH PSF - Pounds per Square Foot CS18 STRAP W/6-1ODX1V LPA No.
CONT. HEADER, TWO PIECES 16" O.C. 0 EDGE .A, '4
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACHEND PSI Pounds per Square Inch . . I � - I T NAILS EACH END. STRAP ATTACHMENT CAN BE
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR ENGINEER OF RECORD PT PRESSURE TREATED 0 0 STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-15-00348
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ EQUAL QT - Quick Tie SOLE PLATE CONNECTOR LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
_ HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS-/Z[W- W/8-10d COMMONS GABLE ENDS OR
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 0 8* TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS 3947
FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED MULTI STORY THAN 8' OR OPENINGS LESS SHEET
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, FT FOOT SYP - Southern Yellow Pine SINGLE STORY (STACKED A MULTI STORY THAN 3'-6*
3"xO.131"0 = GUN NAILS 2"xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/je"O WEEP SEE SCHEDULE FTG FOOTING THRU - Through (UNSTACKED WN
2"xO.113"0 = 6d 21/2"xO.131-0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION \AEW HDR - HEADER TYP - Typical rB--N TYPICAL HEADER STRAPPING S000
HORIZ - HORIZONTAL LION - Uness Otherwise Noted
3"xO.148"0 = 10d V/2"xO.162*0 = 16d FLASHING. OF BRICK LINTEL LBS POUNDS VERT Vertical \SO.O/
SDWC SCREW
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ARCHITECTURAL DRAWINGS
CONTACT THE E.O.R.
111/2-4.148"0 10dxl'/2* 11/2"xO.131*0 Bdxl'/2* WWF Welded Wire Fabric SHEET 1 OF 9
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C.
FASTENED TO TOP- WALL SHEATHING
PLATE w/ 1 Od 0 3' 0.C 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C.
ATTACH AT EACH WALL STUD w/ 3-16
AT EA. FRAMING INTERSECTION.
619 (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED T DBL. TOP MAX NOTCH HEADER
AT SHEARWALLS AND L PLATE BELOW TOP PLATE
STUCCO FINISH -& L Lou Pontigo and
5-8d COM P RCH SHEATHING, Associates, Inc.
EACH SIDE S E SPECIFICA11ONS PORCH
4-: 61
B---LOW
16d COMMONS OF SPLICE 16d COMMONS HEADER,
2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS- PERPENDICULAR TRUSS 420 Osceola Avenue
80 O.C. SHEATHING SPLICE 0 80 O.C. 24m O.C. BETWEEN OUTER WALL- SEE PLAN.
PORCH PARAL HEADER & SUPPORT FULL HEIGHT DETAIL B jax. Beach,Florida 32250
CONT. RIBBON & FIRST INTERIOR TRUSS. NAIL A— TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z
CONT. RIBBON BOARD (TYP) 8d COM 0 EACH END w/ 3-0.131x3s' NAILS PERPENDICULAR STRAPS HOLD DOWN AT -4kMIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557
BOARD (TYP) 3" D.C. (TYP) TO WALL BASE OFPOST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579
EACH SIDE FLOOR TO PORCH HEADER. WALL
V SHEATHING-\
FLOOR FLOOR OF SPLICE TRUSS- OPTION A
TRUSSES rRUSSES 24" 16 GUAGE POST BASE:
STRAP w/11- POST 24* 16 GUAGE 4x4 POST.ABU44 STUD WALL FRAMING
SHEATHING SPLICE 2x4 SYP#2 BELOW 6x6 POST.ABU66 w/ 2x SOLID BLOCKING big
OR JOIS OR JOI ST. DIAGONAL 10dxlY2" EA. END STRAP w/1 1-
LSTA12 FOLDED OVER TOP AT SHEATHING EDGE
FASTEN EA. 10dx1)j" EA. END DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS A%j
-Y4" OSB or PLYWOOD END w/- PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. 4-
3-10d COMMONS e
R
RIM BOARD Y4* PORCH HEADER, SLAB 00
6" HEADE NAILS INTO BEAM. SPACE --------- -
SHORTER THAN MAX I,\ 1, 0 48" O.C. OMIT IF WALL
EILING SEE PLAN-\ .71
C
FLOOR SYSTEM. ALIGN R SHEATHING IS INSTALLED m
WALL FRAMING WALL FRAMING WALL FRAMING -A STRAPS MSTA24 OD ROOF TRUSS
VERTICAL JOINTS NTH LINE STRAPS EPDXIED 6" MIN ON FACE OF BEAM
1-4 OR JOIST-N,,,
SHEATHING SPLICE WALL SHEATHING LVIL FOR PERPENDICULAR
INSTALL FLOOR TO
000 E OF
JOINTS is.
PLAN \A PLAN MEW OF ELEVATION VIEW OF TRUSS CONNECTION
BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER 8-GUN SEE DETAIL B ABOVE -;P, A-
4,f
AT SHEARWALLS AND-/""-/ EACH SIDE OPTION 1 OR 2 PORCH HE PORCH HEADER PORCH HEADER NAILS- CONTINUOUS 2x6 SrP#2j -Q -.4 * ;�� C-1
X111 -sjOR10�"+ -10-
STUCCO FINISH OF SPUCE AT CORNER P JU AT POST AT POST FULL HEIGHT I I LEDGER FASTEN WITH % rs 'Oils*sit"oO
0P110N 1 OPTION 2
ANCHOR OR DTT2Z 5-0.131x3" EA. STUD.
zz,,.. ONA1.
OVER LAP SHEATHING APA RIM BOARD opnON FLOOR TRUSS PARALLEL PORCH SHEATHIN'3 SPECIFICATIONS* HOLD DOWN AT IKMIN. (2)2x4 WOOD Y111111111111111111111
1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OFPOST BELOW. & (1) ADJ. PARALLEL TRUSS
N OTE 1: OR 013110N B TO PORCH HEADER.
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3 " (OR GREATE OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6* O.C. EDGE AND FIELD DETAIL A Christopher J Sabourin PE
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADED RODS ARE INSTALLED ye FL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OFMONS TYPICAL PORCH FRAMING DETAILS tl�TYPICAL PORCH BEAM CONNECTION WjEN 4 WALL ADJ. TO ROOF CONNECTION mmm`m--"--sfts`4)I
ul SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF P"SIONS DA-M
AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/S0.1 FOR
-DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
ROOF SYP#2 2x4 NAILER FASTENE TO TRUSS 2-SIMPSON H2.5T. -t-
TRUSS.-\- BOT. CHORD w/ 0.1310* 0 3" O.C. B RELD AALTERA710N
2x4 SYP#2 CATS AT 12"- FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3* O.C. ROOF-N A PONTIGO&ASSOCIATES PRIOR TO
--ROOF TRUSS. TRUSS. --------t t----------t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP- SDWC 15600 --------- --- ------44
SHEATHING FASTENED TO 0 32" 0.C.
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS U MODIFICATIONS WHICH MAY VARY
PLATE w/ 4-0.1310" 1 V/4" FROM THE INTENT OF THE ORIGINAL
T T CONSTRUCTION DOCUMENTS.ANY
16" MAX. SHEARWALL FIELD ALTERNATIONS MADE PRIOR TO
P 72 x SYP#2 CONT. ATTACH OSI3 WALL -(D BEING APPROVED BY LOU PONTIGO
FASTEN CATS EACH END w/ To TOP PLATE AND TRUSS SHEATHING A ASSOCIATES MAY RESULT IN
3-0.131x3" COMMON TOE NAILS w/ 0.1310" @ 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-/ INSPECTION FEES.
SHEARWALL OR SHEARWALL 52 8d03'0Z691 SW 8d
EXTERIOR WALL
PERFOR ATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE
ALTERNATE A ALTERNATE 8 ALTERNATE C ALT RNATE G j I
POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
(A)- U M LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
OS13 DIAPHRAGM'FASTEN ROOF FLOOR D 10d 04"O.C. FLOOR SW 8dO,--/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED z
TO NAILER w/ (1) ROW 8d TRUSS.N 2x4 SPF#2 CONTINUOUS -2c TRUSS. (9)- ENE 1 STUDS TO FOUNDA710N (9)- END STUDS M FOUNDATION HEADER DOWN
0 3* O.C. FASTEN TO TOP-- LEDGER FASTENED -5W 8dO,/6: HTT5 OR HDU5 '!;W 8dO3/6: HTT5 OR HDU5 ,,CONNECTION HEADER UP CONNECTION
7/ - OSB 7
PLATE w/ (2) ROWS 16' TRUSS WEBS WITH- PLATE ANCHORS SOLE PLATE ANOMS CONNECTION UPLIFT CONNECTOR CONNECTION
OF 8d 0 3" O.C. BLOCKING w/3-0.1310" 5d--ARWALL NOTES: A'- CALL OUT CALL OUT UPLIFT CONNECTOR
S
TEE SCH DULE ON DETAIL 3/S0.0 TEE SCHEDULE ON DETAIL 3/SO.O 4< Ln
NNEL COMMON.
FLOOR 1. 4NY ALTERNATE MAY
2x4 SPF Imm I A H2.5T 0 32m O.C. TOP & BOT A
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING BEUSED. SHEARWALL NOTES
F I "I I k 1 1. PROVIDE 3W OSB SHEAFHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6* IN THE FIELD. B SEE PLAN
TO TRUSS BOT. CHORD 2x4 SYP#2 CATS AT 12" B SEE PLAN
FASTEN CATS EACH END w/ 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
C (1)MSTA24 STRAPS C (2)CS16 STRAPS
(2) ROWS 0.13lx3* 0 3" O.C. 3-0.1310" NAILS 0 6" O.C. \\\-D.C. FASTENED M TOP AT EXTERIOR WALLS
w
INTERIOR_ PLATE w/ 4-0.13lx3" ENDING BETWEEN ROOF 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 PLAN D FULL HGT THREADED ROD SEE PLAN
Sw- SHEARWALL. COMMON. TRt)SSES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
11 5-16d NAILS SHEARWALL OR
ALTERNATE Q ALTERNATE E (1- YPICAL) EXTERIOR WALL 3. JSE ALTERNATE FASTEN ALL INTERIOR5�!W TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE F E �, F FOR FLOOR U
TRII SS ATTACHMENT 4. INSTALL INTERIOR FOOT14G BELOW SHEARWALL PER DETAILS ON S1.0
SHEARWALL ATTACHMENT AT ROOF Et FLOOR tl� TYPICAL S-iEARWALL ELEVATION 7 HEADER TIE DOWN
PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. IS DETAIL ONLY APPLIES MEN NOTED ON PLAN
0 n
Lu
8d COMMON NAILS 4-12d TCE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECInCATIMIS
ROOF N Al LS (n L 2x4 SYP#2 OUTLOOKERS
AT 3" O.C.(TYP) TRUSS 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN &A m FOR T-BRACE SHALL BE 1x4 SYP#3
OR BETTER OR 2x4 SPF#2 OR BETTER.
WALL STUDS WALL STUDS EACH END w/3-10d H3 QEL H2.5T HURRICANE CLIP 0 EA.
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON)
AT 16" O.C. AT 16" O.C. FASTEN M ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE PER
kC3 w/ 4-12d NAILS AT EACH RAFTER. (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING COMMONS
-Al 11 TO BACKSIDE 0 WE THE WEB OF THE BRACED TRUSS, PER
L GA
A
OVERFRAME RAFTERS, SEE PLAN. D TRUSS ENGINEER. Uj
2X6 3.)PERMANENT PERMANENT BRACING
ROOF TRUSSI ROOF TRUSS ANGLE BRACING APPLIED TO 161 WHERE NOTED ON TRUSS MFR. SHOP
SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS.-\ 1.1 DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER
THESE STRAPS
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP T BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 I I I I I I I I F -BRACE FASTENED TO
MAY BE OMITTED REQUIRED FOR BRACE GABLE 1.1 PERPENDICULAR M TRUSS BOTTOM
BLOCKING MEN OVERFRAME END TRUSS. WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-Om. T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 QE CS16 DIRECTLY LESS THAN 4'-Om FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER /-GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS
REACTION LEDGER SIZE & NAILING REAC11ON LEDGER SIZE & NAILING AND ROOF MEMBER. ------ END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TID BE BRACED. (APPROXIMATELY 45%) TO THE
0-775 2x6 w/ 5-0.1310* 1850-2345 2x8 w/ 6-1/4"OxV SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/."04" SDS SCREWS BLOCK TO DBL TOP BRACE ENEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
1251-1540 2x1O w/ 10-0.1310" 1�5 AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 202 w/ 12-0.1310* /-PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING
IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT (0 MATERIAL. THIS REQUIRMENT IS NOT
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS
BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT M DBL. TOP PLATE DIAGONALS IN THE END SPACE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d LSTA12 0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM- COMMONS I MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. M CABLE TRUSS BOTTOM CHORD W/ TYPICAL
SDWC15600 0 36" O.C. OMIT IF
VAjM 8 LEDGER CONNECTION 9 DECK LEDGER AT OVEWRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12' MIN PERMANENT TRUSS BRACING
TO LEDGER CONNECTION BY TRUSS THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. rio SCALE: 3/4* V-0" FRAMING
EER. NOT SHOWN FOR CLARITY NCTES: 1. SPACE GABLE END BRACING 0 4-6" MAX. MIN 2 PLY STUD MIN 2 PLY STUD
2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
11,D", DPTAILS
ITS ACCEPTABLE ITS ACCEPTABLE
GIRDER TRUSS
TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS
FULL HEIGHT
MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM
WASHER
PLAN I 1IXI
ANC ORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
FOL D OVER TOP PLATE (2)MSTA24 STRAPS 0.131x3" GUN 0.1310" GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/1 FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS
8-10d (2)MTS1 2
DOUBLE FULL H T. SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/1 8-1 Od HDU5. FASTEN (2)MTS1 2
SOLE 0
FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I A S
M
CONNECTOR SIMPSON DTT2Z
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE THESE DRAWINGS.IF A DIMENSION IS
SEE PLAN
PLATE TOP PLATE, PROVIDE A 2*x 2*x V STEEL WASHER. W/8- X"Xlh" UNCLEAR REFER TO THE
SDSSCREWS
FASTEN WITH A NUT AND ALLOW AT LEAST 3
WALL STUD 0. SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)
0 FU L HEIGHT MINIMUM 2 PLY (2)H2.5T (2)H2.5T
LTT20B THREADED ROD
ROD STUD X- THREADED ROD WITHIN 6"' OF
FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM MINIMUM
THREADED ROD ------ PROVIDE A HOLE IN THE PLATE 9* LARGER THAN THE EPDXIED 4" MIN OR GIRDER (SEE PLAN) PLAN NAME
L---------' 2 PLY-�� 2 PLY AT 2ND STORY
-----------11---- i i , ; i TURN TITEN HD N i %" THREADED STU�A
DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY
ELEVA110N TUD
SEE PLAN 0 x6* TITEN HD STUDS PROVIDE
S STUDS PROVIDE ROD FRANKLIN
(Uj: SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT EPDXIED
)�" THREADED ROD 2 CS1 8 STRAPS
IAI
1 00
01, (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 7.5" MIN tt 0,
STEEL COUPLER 1 CS1 8 STRAPS '0 EPDXIED 40' MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE
LIDS
TIONAL, LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF ST &6" TITEN HD .0, I(FLOOR TO FL22R)JI CS RD /LAP
(OP Q FULL HT.
SIMPSON TITEN HD ROD COUPLER
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE OLOOR TO FLOOR) MINIMUM
AT SILL PLATE AT TO PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO %- RODS THD37634RC (%*x6-Y;') 1 2 PLY HOLD DOWN SEE PLAN DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
THE NUT AWA THE UPPERMOST PLATE SHALL K SIMPSON DTT2Z /-STUD %" ROD = D172Z 07.06.15
FULL HEIGHT ANCHOR INSTALLATION CHART SECURM OVOt THE MOM M A SI4UG-TWT W/8- Y4"XlV HTT5 %" ROD = HTT5 SCALE
FLOOR CONDI[TM PLUS OK-41ALF TM OF A STANDARD S SCREWS BUILT-UP POST, BUILT-UP POST,
FRAMING 111111ROM (APPROXIMATELY 30 FT.-M Of MRQUE). SEE PLAN. SEE PLAN. AS NOTED
THREADED 0 DUE TO SHIRNKAGE AND - Of OU1111.000
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-IMIM NUT TO 30 LPA No.
THREADED ROD------- FOUNDATION. HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF TOR" AFTER ALL TRADES ARE
SEE PLAN PER PLAN. 3/8 /,so 1A"0 2x2x/s" 4## 4" 2" 3" COMPLETE AND PRIOR TO NSULATM. TOLL-15-00348
L EMBEDMENT 5/8 X*0 3/."0 3x3x'/.' 7.5" 12- 2X" 3w EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 D172Z LTT20B OPTION 1 OPTION CONTROL No.
DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR -Z 3947
MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FU LL H FU LL H FULL HEIGHT TR CONVENTIONAL
FULL HEIGHT ANCHOR REQUIREMENTS EIGHT ROD % EIGHT ROD SHEET
W LL SECTION THREADED ROD INSTALLA-nON CHART FULL HEIGHT ROD ALTERNATE
/72� FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT FULL HEIGHT THREADED ROD r15 HOLD DOWN ATTACHMENT DETAIL VMEN 16 GIRDER BEAM STRAPPING S061
RCI
S 4-.,.
FE I �!F=
�,E
-AOD
iZjR
SEE
AND �il
L4
�JRWALL
LM-U-S,
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE S DETAIL ONLY APPUES WHEN NOTED ON PLAN
OVERLAP SIDEWALL OVERLAP SIDEWALL
TOP PLATE TOP PLATE
—OVERLAP SIDEWALL . .. . . . . . . . . . ALWAYS PLACE
TOP PLATE . . .. . . . . . . . . . ALWAYS PLACE HEADER AT
HEADER AT TOP OF ROUGH
TOP OF ROUGH OPENING
OPENING
5 . . .. . . . . . . . . . . . . . .
GARAGE /s"O THREADED ROD . . .. . . . . . . .. . . . . . . .
. . . . . . . . . .
HEADER . . . . . . . . . . . . . . . . . w/3x3x'/4" PLATE . . .. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . T.R. . . .. . . . . . . . . . . . . FULL HEIGHT
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . . . .
HEADER AT (ONE IN SIDE . . . . . . . . . THREADED ROD
. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . Lou Pontigo and
PACK WITH 2—ROWS OF 16d -%1-11 1-11/2
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . . . . . . . . . . . . . . . WALL) MAX
OPENING 01 Associates, Inc.
,,�2)20go STRAPS
HEADER TO JACK ATTACH GARAGE DOOR THRU XTEND HEADER TO
(2)2x6 KING STUDS m :0 1' UPRIGHT BUCK DIRECTLY INTO [EXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue
HTT5 W/ 10, FAR SIDE OF WALL 6x6 POST AS SHOWN. Jax. Beach, Florida 32250
STUD PACK, PER GARAGE DOOR (2)2x6 2)2x6 SPF AS SH OWN. 0
(2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS El L Ph.242-0908 Fax.241-9557
... EPDXIED 12" 6 4'—O"x4'—O" PIECE OF WALL
AND (1) 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER FL:CA# 8344 SC:CA#3579
KING.\
H175 w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER
(2)2x STUD CORNER THREADED ROD CORNER 1" BELOW GARAGE HEADER THREADED ROD X RIOR TUD TRIMED AS DETAIL A
0 EPDXIED 12" 0 ... ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" AND (1 SHOWN)
SHOWN) KIV\
... FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS
P.T. SOLE PLATE-.,, GARAGE HTT5 w/ FASTE N SHEATING TO HEADER w/ 8d COMMON QE GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING '4 '
SOLE PLATE HTT5 w/ I 17,Rpo, ,
., a 46)
FLOOR IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SI LLS) TYP. - .0 —A
- C 6>
ANCHOR THREADED ROD
THREADED ROD
EPDXIED 12" (STUCS, BLOCKING & SILLS) TYP.
A EPDXIED 12"
SOLE PLATE_/ lee 4 4
.4 C A
ANCHOR GARAGE WING WALL SECTION A DOUBIE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
THICKENED SLAB EDGE
AT GARAGE OPENING.
6x6 POST NTH ABU66
5/8*0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN
4
W/ 5/8" THREADED ROD .40 STATE OF
NOTES: STU)S) DRILLED AND EPDXIED w/ 12* EMBEDMENT & 3x3x/4" WASHER.
EPDXIED 12" MIN. 54�
%14 OR
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. A
wk
[ING X,6
4
j.A
-4
4
FT +
GNAI.�
FL PE#71461
GARAGE WING WALL ELEVATION It-
Qhristopher J Sabo-urin PE
Lj/
K00�90NS DA
GARAGE HEADER FRAMING 2 GARAGE PORTA�L WING WALL VMEN 3 GARAGE WING WALL FRAMING LESS THAN 12
0.2
THIS DETAIL ONLY APPLES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
.Koo RE�LD ALTERAMON
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
ROOF SHEATHING PER
BEING APPROVED BY LOU PONTIGO a
1—MTS12 STRAP CONSTRUCTION SPECps
ASSOCIATES MAY RESULT IN
0 EACH RAFTER ADDITIONAL ENGINEERING OR
10d COMMONS 1/2"x`10" S.S LAG BOU INSPECTION FEES.
2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c
w/3—#8x3h" WOOD CONSTRUCTION SPEC's —SPLICE1 2x6 x 4'—B" P.T. SYP NO.2
SCREWS 0 16"O.0 2x6 SPF#2 RAFTERS 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF
EACH
RA
r7
ROOF
CONS_
ALIGNED w/ STUDS 0 24"o.c TRUSS 0 24* O.C.
2x6 SYP#2 LEDGER H2.5T
w/2-1/4%6" SD
SCREWS 0 16"O.C,��
2x4 SYP#2 LEDGER PRE—ENGINEERED- 04
w/2—#80W WOOD 2x SPF BLOCKING
SCREWS 0 16"O.0 '�5-10d NAILS WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 1�
12d COMMON RIPPED TO FIT V)
6x6 POST SEE PLAN100� 00r WIRE NAILS N1, WITH GAP SHOWN
/201 (2)H2.5T 0. w
0 4" O.C. <
1—H2.5T 0 2x4 SPF#2 JOISTS 4x4 HORIZONTAL LEG STAGGERED 0 1x4 T&G BETWEEN
EACH JOIST ALIGNED wl RAFTERS 3-10d TOENAILS—/ to RAFTERS. SEE ARCH.
EACH SIDE Wx8" LAG SCREW
RECESSED
ARCHITECTURAL 4x4 DIAGONAL DOUBLE
BRACKET 1 x4 P.T. SYP
WALL FRAMING %"xB" LAG SCREW TOP PLATE 1p-4" FASCIA Uj
RECESSED
SEE PLAN SHEATHING MAY z
4x4 VER TI CAL N—TERMINATE AT
TOP OF DBL.
TOP PLATE.
AW Q$W*ffAL
ALL EXPOSED METAL
0 In
CONNECTORS AND CONNECTORS AND
FASTENERS SHALL FASTENERS SHALL
SHED ROOF BRACKET DETAIL BE STAINLESS STEEL �j SHED ROOF BRACKET DETAIL BE STAINLESS STEEL �j RAFTER TAIL-DETAIL
VSO.2 �-2 SCALE: 3/4" V-01" V)
\ZZ..2j 7ALE: 3/4" 1'-0"
0 Uj
00 z
KING STUD TO Top P A= FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP 0 0 0 0
SDWC15,600 SCREW. PLATE TO HEADER WITH LSTA12 0 32" O.C. PER PLAN
IN LIEU OF THE H2.5A STRAPS ROOF 0 00
r F 0
STUD TO TOP PLATE*
SDWC1 5600 SCREW.
0/// SECONDSTORY 0 32" D.C.
TOP PLATE ELEV.
L
STUD TO TOP PLATEw
STUD TO TOP PLATE* SDWC1 5600 SCREW. 0 1 A
SDWC15600 SCREW.—O 0 320 O.C.
0 32* O.C.
STUDS TO TOP PLATE STUD TO 80T PLATE-.
JD BOT PLATE TO TRUSS SDWC1 5600 SCREW.
H2.5AO 32" ON—CENTER )41"x4h" LAG SCREW 0 32" O.C. MISC
HEADER TO j CK STUD; OR SDWC15600 NTH ROUND W�
AT EACH FLOOR TRUSS--\\
A SIMPSON H\3 kSHER
1—MSTA24 TOP & BOT. OF
CK STUD CRIPPLE STUD FRAMING
MSTA24 STRAP EACH 0 32" 0.C.
SIDE OF HEADER
---------- DETAILS
BOT PLATE TO FRAMING,
ROT PLATE TO FRAMING, STUD TO LOWER FR ...
MSTA24 OR CS20 STRAP' STUD TO BOT PLATE:
BELOW CS180 32" O.C.
BELOW CS180 320 O.C.
0 32" ON—CENTER ROT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWCI 5600 SCREW.
0 32" O.C. DO NOT SCALE DIMENSIONS FROM
Y4*x4)r LAG SCREW
2 MSTA24 OR CS16 KING STUD TO LOWER WITH ROUND W THESE DRAWINGS.IF A DIMENSION IS
----------- UNCLEAR REFER TO THE
ASHER
STRAP EACH END rRAMING 2 MSTA24 ORA AT EACH FLOOR TRUSS ARCHITECTUR.AL DRAWINGS OR.
OF WALL SEGMENT CS2 STRAPS
2ND FLOOR ELEV.
FRANKLIN
DESIGN/DRAWN/CHECKED
Hill ir nil, I CS / RD /LAP
WOOD BEAM TRUSSES PARALLEL TO WALL ABOVE DATE
07.06.15
VA*:N 8 WALL STRAPPING DETAIL 9 CONVENTIONAL STRAPPING DETAIL tl�o WALL STRAPPING DETAIL SCALE
VMEN 7 WALL STRAPPING DETAIL 0 AS NOTED
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLASI SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No.
MLL-15-00348
CONTROL No.
3947
SHEET
SO*2
�SH E E�T3�O F �9
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
NS
.71461
TATE OF
10, A-
4 OR I 00`!�*-'*%�
WAS**
SIONAI-
3
01
si.> S1.01 Christopher J Sabourin P E
FL PE#71461
riTE��SIONS DATE)I,
2
x: f r3
3.0
x 8v-2v9
4 1 14'-290 __F V-01
x:
><O
0 rl OB
1110
1 ^4 S1.01
oo 0 �RELD ALw-RA-noN
-�01 CONTRACTOR SHALL CONTACT LOU
01 PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
x, FROM THE INTENT OF THE ORIGINAL
r3 CONSTRUCTION DOCUMENTS.ANY
x SAWCUT I I INA FIELD ALTERNATIONS MADE PRIOR TO
0 AV
>< .01 BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
x,
INSPECTION FEES.
�Si.oj/ ><
X
0
vNi 108
<1 S1.01
'o V)
N I I I - I z
lo _j
3 CONTRACTOR MAY INSTALL 8x16 VENT SEE 8/S1.01
ol
8x16 VENT SEE 8/S1.01 PROVIDE SAW CUTS PER STEMWALL IN LEU OF MONO (TYPICAL) LD
2/S1.0, BUILDER TO FOOTING, SEE 1/SI.01 FO�
(TYPICAL) 'foo
COORDINATE WITH FINISH DETAILS.
' 'o
1! F3.0
FLOOR MATERIAL. r3
F3.5 R, I w
_j S1.01
X0 F L
_j IX
-41-3.0 4
6
_j LU
S1.01 S1.01
In
ic 131-791 --3.0
2x8 SYP#2 P.T. DECK @ 16
C
ETAtL I/Sl.0._'�'j
0.C. SEE D
M SYP#2 P.T. DECK 0 16 1
O.C. SEE DETAIL 1/S1.0. Uj
10 X
-Vol 7
U
V)
oo
K ROVIDE 2-#4x4 f-V*
6 CORNER CRACK BARS
\�,. I
9 X .0
-DEPTH.
AT SLAB MID
17 8 1 1
11 T�1 3
7 O.t
00 4 CONCRETE SLAB w/
MESH @ 1.5 LBS/CU.YD. X, 0
\11�-o
0
OF CONCRETE OF 6x6 W1.4xW1.4
WWF ON 6MIL VAFOR BARRIER S1.0
IN PREPARED GRADE.-N\, 14
�Si.01)
3
F3.0
r XN
_j
tv
I r
F3.5 8x16 VENT SEE 8/S1.01
8x16 VENT SEE 8/S1.01 S1.01 (TYPICAL)
(TYPICAL)
4__
POST SEE PLAN
DECKING PER
ARCH. FOUNDATION
M P.T. SOLE PLATE
w PLAN
0.
@ 48 C.
9 117-7-117=1
STEMWALL &
DO NOT SCALE DIMENSIONS FROM
FOOTING SEE :2 THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
DETAIL 1/S1.01.
FLOOR JOISTS,
�4
SEE PLAN H3-/ RIM BOARD PLAN NAME
4.
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD X FRANKLIN
:: 2x8 P.T. LEDGER. r
FOUNDATION PLAN FASTEN TO STEMWALL DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH VVIDTH LENGTH TYPE ALL EXTERIOR WALL 48" 0.C.
3-#5 EA. WAY BOT. if-o" 2'-Oo# 2*-0" F2.0 UNLESS OTHER NOTED SCALE: 1/4" l'-O* w/ 5/8" THREADED ROD 4 2-#5 CS / RD /LAP
ip-off EPDXIED 4" MIN. @ 16" O.C. V CONT. DATE
3-#5 EA. WAY BOT. 2P-601 2P-61* F2.5 SHEARWALLS 24" D.C. 4o 4 07.06.15
3-#5 EA. WAY BOT. 1$-ON 3 9_001 3P-01* F3.0 (SW 8dO3-/6-) FRONT PORCH SCALE
4-#5 EA. WAY BOT. i I-o" 30-600 30-6" F3.5 SOLE PLT 0 f MEN NOTED ON PLAN 16 AS NOTED
4-#5 EA. WAY BOT. i 0_0" 4*-Opp 4P-O" F4.0 -1 SEE NOTE 2 LPA No.
4-#5 EA. WAY BOT. is-O" 4'-6" 4*-609 F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-15-00348
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 E C TI 0 N 3947
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR
REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" 36* S1.0 SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING
3. SOIL COMPAC11ON AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S190
PROCTOR IN ACCORDANCE WTH ASTM D 1557.
SHE�ET4. OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE ANCHORAGE PER
A TYPICAL WALL FRAMING CONSTRUCTION SPECS.
PER CONSTRUCTION SPECS. V AND ANCHORAGE PER
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL) SOLE PLATE ANCHOR, Lou Pontigo and
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Associates, Inc.
4' CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS
—0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES,
FOR TEMPORARY BRACING
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN 420 Osceola Avenue
jax. Beach, Florida 32250
PERMANENT LATERAL F `V SLAB ON Ph. 242-0908 Fax.241-9557
I �'v-SLAB ON GRADE, 51
F f I I—
SUPPORT DETAIL. 2
GRADE, FL:CA# 8344 SC:CA#3579
r __�k.-.SEE PLAN.
SEE PLAN.
.............. -A-————————————— --
Id
4
\X
GRADE OR CONC.
E iV
SLAB, SEE PLAN.\ %J4�%7_*
to
8 CMU STEM WALL W/
IIN o/I 14 6
#4 DOWEL TO MATCH VERT. SLAB ON q _- 1 6. 1
SHOWER PAN SLOPES TO DRAIN, SEE ARCH 4 #4 VERTICAL DOWELS @ 24" O.C.
4 —4
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE PLAN. MAINTAIN MIN. SLAB THICKNESS. GRADE 90' BEND INTO FTG.
SCHEDULE) w/ 6" HOOK INTO SEE PLAN Uj
Tii OF t
CmU 00 '.0 44
REINFORCING X� FOOTING. LAP VERT REINFORCING Of
4
0
COURSES .,4 4 < 4 ORIO
25" IF STEMWALL IS GREATER 0 Ld 4 *1141awn-me"010
_j NAIL.
AL 0 '14
.4 "'*��ONTINUOUS CONCRETE
1 TO 6 #4 VERT. 0 48"O.C. THAN (3) COURSES.
7 TO 10 #4 VERT. 0 2411O.C. STEMWALL, SEE 1/S1 .01
-1 \ " FOOTING
CONT. CONCRETE FOOTING 0 to
11 TO 12 #4 VERT. 0 8-O.C. CLEAR
\\V;
'14
1—STORY, w/(2)#5 CONT. _3TYP Christopher J Sabourin P E
STEMWALLS OVER 6 COURSES TO 8"d x 16"w
HAVE TRUSS TYPE HORIZ. JOINT 1 0"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. 10 to x20" FL PE#71461
REINF. BETWEEN EVERY OTHER
COURSE. FILL CELLS SOLID. w/ 2—#5 CONT.
r��_90NS DAT�E
FO ING� W/ SHOWER RESESS /`�3 GARAGE STEM WALL
STEMWALL FOOTING r2
rT�
SCALE: 3/4" 1'-0" �.O 1 (IF REQUIRED) �.O 1 (IF REQUIRED)
.01
=RELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIRCATIONS WHICH MAY VARY
4 FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
STEP, SEE BEING APPROVED BY LOU PONTIGO
ARCH. ASSOCIATES MAY RESULT IN
to ADDITIONAL ENGINEERING OR
(4 M A X.) EQUAL TO SLAB
THICKNESS.
#3 BENT BARS @ 7B @ SLAE3 RECESS
18" O.C. w/ 2'—Op' z
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS
AND ANCHORAGE PERN,,,,, (WHEN STEP IS GREATER ACCEPTABLE WITHOUT
CONSTRUCTION SPECS. THAN 20 19) WALL FRAMING INCREASE OF FOOTING L9
WALL FRAMING—-,,\, SIZE.
24" MAX STEP SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE,
GRADE, NT /SEE PLAN 2—#5 CONT.
ELASTOMERIC SEALA STEP, SEE ARCH. PLAN.—N, sl SLAB ON
"i I-szi
SEE PLAN. .16
—,m——_--.—_`Id�— - A- GRADE,
A
SLAB ON 4--
'SEE PLAN.
GRADE,
00 4V co
v-SEE PLAN.
4.
NOTES:
_-4
//C
1) PROVIDE SAWCUTS TO CREATE 4 ol
APPROXIMATE 16' X 16' MAX. SQ. S,
V x16" THICKENED 2) SAWCUT CONC. SLAB WITHIN 4 TO
e% 3"
w/ 2—#5 CONT. 12 HOURS OF CON 60. PLACEMENT. OPTIONAL 8"x1 6"
2" FLAIR 8 to x20" 1—STORY, w/(2)#5 CONT. 8"X1 6" e—l—STORY, w/(2)#5 CONT.
8 of X16 of 2—STORY, w/(2)#5 CONT. 8%20" e-2—STORYp w/(2)#5 CONT.
W/(2)#5 CONT. Uj
SAW BEARING AT INTERIOR K-7� MONO. FOOTING AT STEP-DOWN
rT� TALL MONO. FOOTING AT STEP-DOWN CU- DETAIL K6 D
\�'.�-01 SCALE: 3/4" 1'-0" S1.01 �_o 1
8x8 PRE—CAST LINTEL,
w/ 1—#5 0 IIJ
z
00
4, FLOOD VENT,
SEE NOTES ABOVE—_'-�1--..
JAMB REINF.
MATCH DOOR �%4
WITH, SEE ARCH. RECESS
CID 1 1! SLAB ON
d. GRADE,
=1 I I�El I I=-I 1511[f 'I I 1�1,I I=' !I
GRADE SEE PLAN.
misc
ZI 1 —11 1=1 PAVING
CONCRETE STAND—OFF PAD TO BY BUILDER FIRrAMING
WOOD POST 12"xl 2" ]DETAIL 10B 1#5CONT.
MATCH ARCHITECTURAL COLUMN PER PLAN. E.J. DETAILS
DIMS. FOR BOX COL. w,/#3 MATERIAL
FLOOD VENT NOTES: HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE I SLAB ON
CLOSED TIE AT FOP PER CONST. SPECS. /4/7 4 ' *
—A
GRADE,
SEE PLAN.
—THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS T/PAD = HOUSE PAVERSBY
ABOVE THE ADJACENT GROUND LEVEL. FINISH FLOOR _G N OTHERS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
—OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS z THICKENED EDGE 8 X8 ETAIL 1 OA ARCHITECTURAL DRAWINGS OR
MANUFACTURED BY SMART VENT. . SMART VENTS OR APPROVED I 1z w/ 1—#5 CONT. D
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF
PLAN NAME
FRANKLIN
CONCRETE FOOTING DESIGN/DRAWN/CHECKED
(SEE PLAN) CS / RD /LAP
DATE
AT 07.06.15
FLOOD VENT DETAIL rg PAD OX COLUMNS rio THICKENED SLAB SCALE
SCALE: 3/4 to it—Olt SCALE: 3/4" 1p-0" AS NOTED
-�01 -�01 V_-1�-o 1 LPA No.
TOLL-15-00348
CONTROL No.
3947
SHEET
S1901
SHEET 5 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
-------- LINE DESIGNATES SIDE OF WALL THE
SW' .3 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3m D.C. EDGE & 6* O.C. *IN THE
FIELD*
DESIGNATES THE HEADER SIZE, NUMBER
OF PLYS & JACK/KING STUDS NEEDED
(2)2x8--1/2
FOR SUPPORTHEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associ ates, 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
FL:CA# 8344 SO CA#3579
ANCHOR LEGEND
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
J.
A307 DIAMETER FULL HEIGHT
z X5 THREADED ROD, SEE DETAIL 12/SO.1
4.�
4C�
A307 DIAMETER THREADED CJ mt
ROD TERMINATES AT FIRST FLOOR
TOP PLATE. SEE DETAIL 12/SO.1
A307 DIAMETER THREADED TATE OF
.00 C-1
ROD TERMINATES AT FIRST FLOOR
-A ', A%
TOP PLATE, SEE DETAIL 12/SO.1 4 OR
Ito, �
'4 1 '* ago*
111100*1' ""111168
SIMPSON HTT5 SEE DETAIL 15/SO.1 NAL.'-40%
Christopher J Sabourin P E
It I FL PE#71461
SIMPSON DTT2Z SEE DETAIL4/SO.1
(2)2x8-1/1 Q(2)M-la) H 7
FTE�MNS
DA E�
AL SIMPSON LTT2OB SEE DETAIL15/SO.1
1/SO.2.
�_(3)2x6 SP A2 SEE
11 0 1 12" LONG LIGHT GAUGE STRAP
POST. (SIM) LSTA12 FASTEN TO TOP PLATE AND STUD
I-V) _j WITH 5-10d COMMONS
bj WALL STUD SCHEDULE
WALL Ld
Cq V)
SHEATHING. PLATE STUD SIZE
z LOCATION HEIGHT & SPACING
(0
C-4 91-1.
00 < 2x4 SP`F#2 0 16m O.C. rRIRM ALTERA110N
EXTERIOR
X X Lj MAX
z 04 LLI 04 CONTRACTOR SHALL CONTACT LOU
1--- 10'-1 2x6 SPF#2 0 16" O.C. 2L
a 04 > EXTERIOR
00 C4 PONTIGO a ASSOCIATES PRIOR TO
Ld MAX 2x4 SPF#2 0 12* O.C. MAKING ANY STRUCTURAL FIELD
V) 0 1O'_1 TO MODIFICATIONS WHICH MAY VARY
< EXTERIOR 2x6 SPF#2 0 16- D.C.
(r 14'-0 FROM THE INTENT OF THE ORIGINAL
00 < -on CONSTRUCTION DOCUMENTS.ANY
INTERIOR 10, 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
MAX BEING APPROVED BY LOU PONTIGO a
ON
SEE 1/SO.2. 12'- 2x6 SPF#2 0 16" O.C. 2C ASSOCIATES MAY RESULT IN
Z INTERIOR MAX 2x4 SPF#2 0 12" O.C. DITIONAL ENGINEERING OR
LL_
7i I I (SIM)
:R C/) 0
I-to _j
z :D 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
C14 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
sk F- Li
it) Ld CONTRACTOR MAY INCREASE STUD SIZE TO MEET
X ARCHITECTURAL REQUIREMENTS.
C14
'__% W 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
Ld
7 JI YELLOW PINE.
(3)2x6 POST DIRECTLY
X <
N Ld 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
BELOW PC ST ABOVE. U
wx Cq
N PROVIDE "OLID BLOCKING Li 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C.
SEE 3/SO.1 FOR 4<
C%4
(3)2x6 SPF#2 WITHIN FLDOR SYSTEM. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
BEAM CONN. (TYP) '��j
POST. Az SHEARWALLS Uj
< COMBINED USE PANEL NOTES
TRUSS FTG02 ABOVE
_7 I _/'//z//'/77+j77
/z//
6x6 SYP#2 1. EXTERIOR WALL SHEATHING SHALL BE
<
POST SET DIRECTLY ON_,,,� (2)2x6 SPF#2 (2)M-1/2) U) 02x!2 LVL CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
STEMWALL BELOW W ABU44. 2 X 1 VD4; (3)2x4 SPF#2 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
z POST.
J! POST. CN SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
SEE DETAIL 2/SO.1 (TYPICAL) Go
CIS 2. SEE SHEET SO.0 FOR WALL SHEATHING
z
SPECIFICATIONS.
X *%�o'
(2 x6- 1 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.O
A&
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
C14 r/
3/SO.O
C"14 Uj
Oc I
STRAP HEADER X GENERAL NOTES
00
> PER DETAIL 7/SO.1. X
Lr. 2 C14
U) 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
d SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
za
SIZES AND SPACING. AT GIRDERS AND BEAMS,
00
_ct I >_ PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
_j X
<
�04 PLIES.
z
V Uj
3: 00 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
U) SHEATHING SPECIFICATIONS. Rj z
z
I X 3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE
00 6x6 SYP#2 POST SET DIRECTLY m
2-')2x6 STUDS 3ELOW X PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
CN
ON STEMWALL BELOW W/ABU44. TOGE11-IER PER DETAIL 6/SO.O
_ADER.
z CONTINUOUS HE
00 SEE DETAIL 2/SO.1 (TYPICAL) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
U) 3/SO.O
AM
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/S0.1 0
(3)2xl 2 LVL C(2)2x8-q17) -(2)2x8-1/1 ((2)M-1/2') (2)2x8-_1/1�
#q SEE 3/S0.1 FOR
2x6 SPF#2 FULL BE AM CONN. (TYP) 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
SEE 3/SO.1 FOR HEIGHT STUDS 0 12" O.C. (2)2x6 POST DIRECTLY TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
BEAM CONN. (TYP) L_BELOW JACK STUDS ABOVE. 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
PROVIDE SOLID BLOCKING AND HOLD DOWNS
WITHIN FLOOR SYSTEM.
C -18 STRAPPING DETAIL
S
CS18 STRAP w/ 10"
END LENGTH. FASTEN IST FLOOR
THIS END w/ 9-10d.
Inic
rl'�z I FRAMING
WALL FRAMING wo
z
PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
OR JOIST. DO NOT SCALE DIMENSKM FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
WALL FRAMING ARCHITECTURAL DRAWINGS OR
z
161 u6j
CS18 STRAP w/ 10- ILAN NAME
END LENGTH. FASTEN FRANKLIN
THIS END w/ 9-10d.
DESIGN/DRAWN/CHECKED
FIRST LEVEL. WALL FRAMING PLAN SOLEPLATE ANCHOR SPACING SCHD CS / RD /LAP
DATE
SCALE: 1/4" lo-Opv ALL EXTERIOR WALL 48" O.C.
UNLESS OTHER NOTED 07.06.15
SCALE
SHEARWALLS 24" O.C. AS NOTED
(SW BdOY/6")
LPA No.
OLE PLT 0 f NOTED ON PLAN TOLL-15-00348
SEE NOTE 2 CONTROL No.
1. IN�TALL SOLE PLATE ANCHORS PER DETAIL 3947
3 0.0 SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36" = 36" S101
ON-CENTER SPACING
SHEET 6 OF 9
SYMBOLS LEGEND
117
HTS1 6 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 =
4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
Floor TrLISS Connector List Roof Truss Connector List 420 Osceola Avenue
FASTENING DETAILS
Manuf Product Qty Manuf Product Qty Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
USP MSH422 4 USP THD26 18 FL:CA# 8344 SC:CA#3579
USP THD46 5
01111111
!9
JY4
10
SO.1
SO.1
0
(2)H f,S1 6
FGE01
rr Tj
Z Z z Z z z Z z z z STATE OF tn
&
)_00
0 THD26 T16
F02 2x6 RAFTERS TAILS
I<1
N"
TOP PLATE TO 0 N Ak.'(�
7_Z)_00 y y y SEE DETAIL 6/SO.2. BELOW TRUSS ...
T_ V_ If- W_ Q SDWC15600 STUD SDWC15600
F 1 qI F02 a C) 0 (9 THD26 A Christopher J Sabo.urin PE
40 Im- F- r- r- -_
1-06-12 11 N LL LL LL LL FL PE#71461
f r__-"�9 F F02
4a 1 L ITHDA T16 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS
2-0 -00 K�5
0 11 F02 THD26 Rafter to Top Plate shown
411 .0 T16
Truss to Top Plate similar
F 1 200-00 F02 Optimal 22)T
r- D n26 T16 NO STRUCTURAL SHED
2-0 -00 ROOF BRACKET NEEDED. 10*
E02 1HD 6 (TYPICAL) 30'
43 1 T16
A 2-00-00 OSB BLOCKING PANEL 0
rRELD ALIERAIXIN
SHEATH UPPER WALL
F01 SEE DETAIL 5E/S0.1. THD26
-i Sri= THRU LOWER ROOF T16 CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
2-00-00 TO BEAM BELOW. MAKING ANY STRUCTURAL FIELD
IBELOW TRUSS MODIFICATIONS WHICH MAY VARY
F01 U10 02 X*Mox
-If\1 FROM THE INTENT OF THE ORIGINAL
-a THD26 T 16 CONSTRUCTION DOCUMENTS.ANY
2-010-00 FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
SDWC15600 TOP PLATE TO A IN
F01 2 FLOOR TRUSS TO BEAM SSO '=IYN=OR
zr_ THD26 T16 -I I STUD SDWC15600 ADDITC10
2 2-00-00 W/ H2.5T
SO.1 F01 r Egit 1. Sloped—roof rafters may be sloped up to and including
R I I I ITHD26 Tj a 12:12 pitch and must be *birdsmouth' cut.
1-nv-04 2 F;ITS1 6 2. Reference detail 4 for installation instructions.
W1 1 11 - 2x10 P.T. LEDGER
FTG02 I L__ - "7--7, 2, if I .. I I — - -_ -—_ I -, ;; 11 — -
V1 NOV Z X-11 Z
SIMPSON SDWC INSTALLATION RANGE
0 0 In 0 0 0 C)
LL LL
[01
D
04 C14 2x8 SYP#2 P.T. DECK
C*4 C14
PORCH CLUING AT V)
JOIST @ 16" O.C.
LO U) co 9
C) L 2 L :�n_FC 1 BOTTOM CHORD OF ATTACH TO LEDGER Uj
U_
IVISH422 MSH422 TRUSS SEE 2/SQ. I. W/ LUS28, RIP TO
ESTABLISH SLOPE
SHEATH UPPER WALL, V011/
I I E I �
THRU LOWER ROOF TO' PER ARCH.
WALL BELOW.,
OP
�,�.2
FLOOR TRUSS
TO WALL
J F i F// 7z f
w/SDWC1 5600
rj
^2
STUD NOT DIRECTLY
BELOW TRUSS
87
N M CY) Ce) ce) (y) LU 00 00 Cal CC) 00 00 00 00 00 0) SDWC15600
0 0 0 CD a 0 C:) 0 C�l 0 0 0 0 0 a 0 - < Uj
PORCH CEILING AT U LL LL UL LL LL LL UL U_ LL U. 11- IZ YL U_ U. U_ LL LL DECK JOIST N)te: Reference detail 2a for installation angle limit
V)
BOTTOM CHORD OF-/ EACH SIDE OF
TRUSS SEE 2/S0.1. POST (TYP.) SDWC INSTALLATION
11N
M M Rafter to Top Plate shown
A V A LF Z /I_' Z V A Z' A IV
br z hV z or
russ; o op a e sim
2x8 P.T. LEDGER INSTALLED
OVER SHEATHING. FASTEN TO z
2 < SO.1 RIM BOARD w/ 6-10d COMMONS STUD NOT DIRECT 00
SO.1 kIII4.�1 @ 16" O.C. & 3-Y4"O x 4" LAG BELOW TRUSS
SCREWS @ 32" O.C.
Do not install SDWC in
hatched area
POST, SEE —// HANDRAIL 0 0
PLAN BY OTHERS SDWC15600
U
1 1/2- MIN
Overhang,,,
2* MAX
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
SET ONE JOIST EACH ---� RO 7 WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600
SIDE OF UPPER POST WkTER P 0 ING SCREW UNLESS OTHERWISE NOTED
B' BJI1_DE1? SDWC INSTALLATION RANGE
FLOOR AND
SET POST DIRECTLY
ON BEAM BELOW, FLOOR SHEATHING ROOF TRUSS
i D CK NG. F AVE d
STRAP W/ 2-CS16 TO JDIS'- N122- 8 - - - - - - - - minimum edge ,,.,—Rafter or Truss PLACEMENT
DE I -SCREWS
FLOOR JOIST values (with or Splice may be in upper or PLAN
OR TRUSS without a plate lower plate
SLOPE splice)
z00 NOT SCALE DIMEN
THESE DRAWINGS.IF A DIMENSION 6
r r UNCLEAR REFER TO THE
RIMBOARD JOIST, SEE LUS28 HANGER JIC from top plate ARCHITECTURAL DRAWINGS OR
PLA splice Offset CONTACT THE E.O.R.
RIMBOARD OR TRUSS for full values STUD NOT DIRECT ILAN NAME
BELOW TRUSS
PT HEADER,
tt I 2x8 LEDGER. FASTEN w/ 6-10d r FRANKUN
SEE PLAN COMMONS @ 16" O.C. & 3- Y4" x4" WALL FRAMING DESIGN/DRAWN/CHECKED
00 O.C. FLOOR AND 'DnOF TRUSS PLACEM NT PLAN.
LA @ 32
SCALE: N.T.S. DATE
SDWC AT TOP PLATE SPLICE 07.06.15
NOTE: SCALE
1. FASTEN ROOF TRU. S TO TOP PLATE w/ 2-12d TOENAILS AND AS NOTED
UPLIFT CONNECTOR, SEE PLAN. LPA No.
POST, SEE
TOLL-15-00348
PLAN CONTROL No.
3947
PO11NZCH SECTION SHEET
.2 SCALE: 3/4" = V-0" S102
SHEET 7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
-------- LINE DESIGNATES SIDE OF WALL THE
Sw, 32i4 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 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
Jax. Beach, Florida 32250
BEAM OR TRUSS. SEE PLAN Ph.242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA# 8344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X THREADED ROD. SEE DETAIL 12/S0.1
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD. SEE DETAIL 12/SO.1 GENS
'I-% 'Co
.01
4t-
A307 DIAMETER THREADED 3 Cj 0. 1461
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
E OF
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/S0.1 OR
ONIAIL
SIMPSON HTT5 SEE DETAIL 15/S0.1
Christopher J Sabourin P E
FL PE#71461
(2)2x6-1/1 -1/2) SIMPSON DTT2Z SEE DETAIL15/S0.1
(2)2x6 REVISUNS DATE
SIMPSON LTT20B SEE DETAIL15/S0.1
�Si 8
0
12" LONG LIGHT GAUGE STRAP
LSTA12 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
WALL STUD SCHEDULE
0 0 PLATE STUD SIZE
LOCATION
1-- V) X HEIGHT & SPACING
91-10
0 C%j EXTERIOR 2x4 SPF#2 0 16" O.C. r*"REm ALTERAroN
SHEATH UPPER WALL MAX
10'-1 2x6 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU
THRU LOWER ROOF TO EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
BEAM BELOW. 10'-1 TO MODIFICATIONS WHICH MAY VARY
EXTERIOR 2x6 SPF#2 0 16" D.C.
Ld 14'-0* FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
X ry 0 INTERIOR 10�-00 20 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
MAX BEING APPROVED BY LOU PONTIGO a
V) Of
Ld INTERIOR 12'-0* 2x6 SPF#2 0 16 O.C. QL ASSOCIATES MAY RESULT IN
SO.1 MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
INSPkTION FEES.
z 3:: STM Holm
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
0
z LLJ I Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
cn Lij 0
0 Ld m V) CONTRACTOR MAY INCREASE STUD SIZE TO MEET
> ARCHITECTURAL REQUIREMENTS.
(�j
Z
< X (n 0 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
0 1-1-1 C14 -j V) YELLOW PINE. z
04
1-1� 0 1-- < 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. U 0
120
4x4 POST SET DIRECTLY 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
CS1 8 (3)2x6 SPF#2 z 0 Uj
POST. STRAP TO U-1 �-- C:) ON BEAM BELOW. STRAP TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. 4<
SEE 3/S0.1 FOR > _j Q� MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
ST BELOW Z -i TO POST BELOW w/CS16. SHEARWALLS Uj
(0 Ld
X WITH 1-CS18. BEAM CONN. (TYP 0 < (TYPICAL)
COMBINED USE PANEL NOTES
--rS18 X X
V�-/--. 1. EXTERIOR WALL SHEATHING SHALL BE
CS1 8 Cc BO "T STUD CS18 e---" CONTINUOUS FROM B0170M PLATE TO UPPER MOST j
WHERE NOTED. SEE DETAI tCS18 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
I CS1 8 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
A
AT BO- TOM RIGHT OF P,& -E. U
2. SEE SHEET SO.0 FOR WALL SHEATHING
X
04 C4 SPECIFICATIONS.
--CS1 8
3. UPPER MOST TOP PLATE SUPPORTING ROOF
SHEATH UPPER WALL I CS1 8 MEMBERS SHALL BE STRAPPED AS SHOWN IN
THRU LOWER ROOF TO
DETAIL 1/SO.O
WALL BELOW.
> 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0
m 3 SO.0
< "N, 0
GENERAL NOTES V)
C4
F- X 11�1
C4 :D
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
S"'
U D
TAI
E. 7
>1 0
ry
V) C4 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
0 %--w
^4 US SIZES AND SPACING. AT GIRDERS AND BEAMS,
C;bl 6 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
PLIES.
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
CS1 8 SHEATHING SPECIFICATIONS. z
K
C,4 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
00 0-4 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
X T4 1�1 00
TOGETHER PER DETAIL 6/SO.O
CS1 8 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
(2)2x6-1/1 C(3)2x 0-2/2 0 CS1 8 3/SO.O
q 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/S0.1
(2)2x6 1/1 ((2)M-1/2) 0
0 0 SEE 3/S0.1 FOR 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1
2x6 SPF#2 FULL BEAM CONN. (TYP)
HEIGHT STUDS @ 12" O.C. 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS1 8 STRAP w/ 10"
END LENGTH. FASTEN 2nd FLOOR
THIS END w/ 9-10d.
z FRAMING
WALL FRAMING wo
I z
cl�tl PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
OR JOIST. DO NOT SCALE DIMENSIONS FROM
9 -1 THESE DRAWINGS.IF A DIMENSION 15
C-6 UNCLEAR REFER TO THE
z
LLJ ARCHITECTURAL DRAWIM� S OR
WALL FRAMING
CS1 8 STRAP w/ 10- PLAN NAMI��)
END LENGTH. FASTEN FRANKLIN
THIS END w/ 9-10d. r
DESIGN/DRAWN/CHECKED
S -"'OND LEVEL WALL FRAMING KAN CS / RD /LAP
EC&
DATE
SCALE': 1/4" V-0"
07.06.15
SCALE
AS NOTED
LPA No.
TOLL-15-00348
CONTROL No.
3947
SHEET
S1 *3
�SHE�ETB�OF
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
",F70-
FRAMING PLAN NOTESe
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GMERAL DESIGN SPECIFICATIONS SEE SHEET =
4. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Associates, Inc.
TRUSS
420 Osceola Avenue
FASTENING DETAILS Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SO CA#3579
J46i
CJ
OF
%
2x6 RAFTERS TAILS ;P Al 0 R\P
STUD D I R�"C�TLLY 0
6 /—SEE DETAIL 6/S0.2. BELOW T USS I� TOP PLATE TO KI N%_
SO.2 31JVVC 15600 STUD SDWC15600
2x6 RAFTERS TAILS ....tourin P E
SEE DETAIL 6/S0.2. Christopher a
TRUSS TIE DOWN WITH SIMPSON SDWC
14 REVISIONS DA"M
H TS 16
td
15 6
fu A 90 HTS1 Rafter to Top Plate shown
russ o op late similar
PROVIDE (2)2x6 BLOCKING TO TOP
T CHORD OF TRUSS. 5' OF RAFTER Optimal 22)�
0004 LUUATED BEHIND BEARING WALL. 101 0*
;z T02 FASTEN BLOCKING TO TRUSS w/ A35
g� k IL
ANGLE EACH END. FASTEN RAFTER TO
30'
BLOCKING w/ A35 ANGLES. (TYPICAL)
rm"RELD
T02
CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
RUSS MAKING ANY STRUCTURAL FIELD
T02 NO STRUCTURAL SHED X*Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE OR.IGINAL
2x6 SPF BLOCKING ROOF BRACKET NEEDED. CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BETWEEN RAFTER N APPROVED BY LOU PONTIGO a
(TYPICAL) SDWC15600— TOP PLATE TO ASSOCIATES MAY RESULT IN
AND TRUSS STUD SDWC15600 ADDITIONAL ENGINEERING OR
INSPECTION FEES.
I Uld Note: 1 Sloped—roof rafters may be sloped up to and including
I L a 12:12 pitch and must be "birdsmouth' cut.
0 2. Reference detail 4 for installation instructions.
SIMPSON SDWC INSTALLATION RANGE
102
^6 2x6 RAFTERS TAILS
SO.2 SEE DETAIL 6/SO.2. V)
T02 UJ
/\1�1 11 HTS1 6
2x6 OVERFRAME
Ir- C14 T02 z 1*1
RAFTERS @ 24 0.C.
6
\\\jl2
> > W/ OVERFRAMELEDGER
2x6 OVERFRAME
1.juid
RAFTERS @ 24 111 O.C. T03 SEE 9/S0.1 PORCH CEILING AT
2x6 RAFTERS TAILS w/ OVERFRAME LEDG-_R BOTTOM CHORD OF LLJ
THI)26
SEE DETAIL 6/SO.2.---' SEE 9/S0.1 T04 TRUSS SEE 2/S0.1.
JT:::� <
NOT DIRffq
0
---------- IBEI OW TRUSS
)26
SDWC15600
Reference detail 2a for installation angle limit LU
"7�
V)
_SDWC INSTALLATION
4. THI)26. A
8 Rafter to Top Plate shown
THI)26 (Truss to Top Plate similar)
HTS16--\ T09 Itt CV) Cf) co J /4 - - - LU
T_ T_ r- T_ 0
F- F- ;C0 F- F- F- oo z
T10 Nh, THI_)261 STUD NOT DIRECTL
co ce, BELOW TRUSS 00
-in a a a 0 2 2 2 C
-i 0
W, W, UA W uj, WT W
n 0 1 0;,l C,
W,
LU,
U I L44111 Do not install SDI in
1/\1/1 No—/N4 y s IF it- 141- -:w+X Z"s z V 11 1 7
hatched area
SDWC15600
6 H TS1 6_/ Overhang 1/2" MIN
SO.2 2x6 RAFTERS TAILS 2" MAX an
SEE DETAIL 6/SO.2.
SDWC INSTALLATION RANGE
TRUSS RO( F RAFTER NOTES: STRAPPING NOTES
TRUSS
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Rafter or Truss PLACEMENT
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 V minimum edge
SCREW LINLESS OTHERWISE NOTED distance for full PLAN
values (with or Splice may be in upper or
without a plate —lower plate
splice)
z00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
W from top plate ARCHITECTURAL DRAWINGS OR
splice Offset
for full values STUD NOT DIRECT
BELOW TRUSS PLAN NAME
ROOF TRUSS PLACEMENT PLAN FRANKLIN
DESIGN/DRAWN/CHECKED
SCALE.' N.T,S. CS RD /LAP
DATE
NOTE:
SDWC AT TOP PLATE SPLICE 07.06.15
AND SCALE
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILE0
UPLIFT CON�ECTOR, SEE PLAN. AS NOTED
LPA No.
TOLL-15-00348
CONTROL No.
3947
SHEET
S104