1889 ATLANTIC BEACH DR - NEW HOME ENG. DRAWINGS DESIGN SPECIFICATIONS USP CONNEC`TORS TYPICAL HEADO H&M
TYPICAL QQHRI F TOP
0.131X,3" TOE NAILS WINDOW SILL SCHFDULE
DESIGN CODF-0 COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL TOP PLATE NAIUNGs PLATE SPUCE
TYPICAL STUD NAI 2X6, 2xB - (5) NAILS R
OUGH DROPPED HEAD MINIMUM END
-0* MIN. SPLICE LENGTH
2014 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2xlO, 2xl2 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF O.l3lX3" END NAILS: (16) 0.1310" NAILS
TRIBUTARY INTERIOR EDGE STRIP (PSF): 9" LVL, 11" LVL (7) NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE +22.9 (2) 0 2x4, TOGETHER w/ (3) ROWS VENLY SPACED 4 4-4" (1)2x4 SPF #2 (4)12d TOE NAILS
AREA (sf) 14" LVL, 16" LVIL (9) NAILS
USP A35 450 450 (9)1 O�jxl 1/2" OF .1310 0 12" O.C. STAGGARD.
ZONE (PSF) a' 4*-6* DOOR 4 6*-4" (2)2x4 SPF #2 (5)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM -28.8 (3) 0 2x6,
(8'x7') USP RT7 585 495 (5)8�1 EA. END (4) 0
ROOF FLOOR 10 +25.6 -27.7 +25.6 -34.2 L 2x8. SYP#2 14 8'-4- (3)2x4 SYP #2 (1)A34 + (4)12J TOE NAILS
USP RI___ 775 650 5,1,�dxl
2 CAR 1/2" EA. END SYP#2 DBL. HEADER, 4 12'-0" (3)2x6 S�? #2 (1)A35 i- (4)12d TOE NAILS
ROOF LOADING (cd=1.25) (cd=1.00) +22.9 -25.0 +22.9 -28.8 +21.8 TYPICAL WALL FRAMING NOTES: ROOF SHEA-MING, 40-0" MIN.
TOP CHORD LIVE LOAD 20 psf 40 psf 50 GARAGE USP MTW12 1195 860 (7)l0dxl'/2" EA. END 1. USE SP`F#2 OR BETTER FOf t SEE SPECIFICATIONS. i6-"MAX. TOP PLATE. PER PLAN.
DOOR F - I
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf -23.9 USP HTW20 1450 1245 (l2)jOdxlV2" EA. END ALL WALL STUDS.. T_
100 +21.8 -23.9 +21.8 -26.6 (1 6'x7') q
TOP CHORD DEAD LOAD I Lou Pontigo a n d
SEE 5/SO.O.
D 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)1�11d EA. END 2. USE SYP#2 FOR ALL TOP 2x BLOCKING ONLY
BOTTOM CHORD LIVE LOA 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. RAISED Associates, Inc.
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY REQUIRED IF SHEARWALL.-\ HEADER ARCHED TRANSOM OPTIONe
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 ROD TO FTG. 2x SPF DIAGONAL BLOCKING
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED 3. USE SYP#2 FOR ALL 420 Osceola Avenue
USP JUS28 1305 1305 Z: FASTENED w/ 3-0.131"x3m
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 (6)111d TO HEADER HEADERS DROPPED EA. END TYPICAL )ax. Beach, Florida 32250
0.75" MAX ANY CASE e COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 ROD TO FTG. ------__ SHEATHING MAY EXTEND 2" Ph. 242-0908 Fax. 241-9557
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE Ir - --------
00 PAST BLOCKING- WINDOW
WIND LOADING: USP HTT22 5370 5370 ROD TO FTG. BALLOON FRAMED FULL -4 ARCHED ATTACHMENTS MUST FL:CA#8344 SO CA#3579
ASICE 7/10 FOR WIND UPLIFT. TRUSSES SHALL BE DESIGNED NTH A 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- - ---- TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
MIN. DEAD LOAD CONDITION OF 5 PSIF TOP CHORD AND 5 PSF BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION PER PLA
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 %"0 ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT. JACK AND
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY. AT71C FLOOR BRACING BY OTHER, 2-ROWS OF 10d COMS KING STUDS,
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING 1-0 THE WALL FRAMING IS THE USP MSTAM24 1545 1455 (5)1��mx2-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE SEE PLAN.
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING
BY 0.75 WHEN COMBINED w/ DEAD LOAD. FULL HEIGHT ANCHOR SCHEDULE FOR
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. WALLS TO CONCRETE SLAB
SIMPSON CONNECTO-R-S AT INTERIOR WALLS SILL SIZE AND
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH w/lOd MASONRY CUT NAILS 0 AT TWO STORY CONDITIONS, 0�;
TYPICALLY %* FULL PLATE H&UN2 CONNECTION E Aj
IMPORTANCE FACTOR --------------- 1.00 48" O.C. MINIMUM. SEE WINDOW SILL SEE PROVIDE SOLID BLOCKING
EACH END.
UPLIFT HEIGHT THREADED 0.1310" TOE NAILS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL
MEAN ROOF HEIGHT ---------------- 25.0 FT CONNECTOR FOUNDATION PLAN ADDITIONA- RODS 0 6'-Om O.C. (3) 0 2x4 UPPER LEVEL POSTS & JACK
a 1k oil SYP SPF FASTENERS FL# CODE I ANCHORS AT SHEARWALLS N 14
(4) 0 2x6 STUDS.
ROOF PITCH ------------------- 7/12
j'
7- '77
A35 450 450 -8dv
BUILDING CATEGORY ---------------- 7 (5) 0 2x8.
SDWC15600 SCREW
H2.5T 600 520 5-8d E A. BLOCKING ONLY REQUIRED
EXPOSURE CATEGORY --------------- C a DENOTES EDGE STRIP. END: 11478.3 AT SHEARWALLS AND PT. SPF#2 SEE 8/SO.0. .10 S T 0 F
SEE C & C CHART
------------ENCLOSED HTS16 1150 Oc EA. END 10456.6 SEE PLAN FOR STUD SIZE
ABOVE FOR 'a' DIMENSION 15(�
INTERNAL PRESSURE COEFFICIENT ---------- la MTS12 1000 860 7-1 Od)!I'/2 EA. END AND O.C. SPACING. A A
ENCLOSURE CLASSIFICATION 1085 16-1 INTERIOR BEARING WALI.; STUCCO FINISH. SOLE PLATE.
I A A
10456.3 _& I A �1 E 1[ 1 A L
I WALL SHEATHING
HTS20 1450 1245 24-1 Odxl 1/2" EA. END 13572.3 A I NAL
==j CONTINUOUS B-OCKING SEE DETAIL I/SO.l
MATERIAL SPECIFICATIONS MSTA24 1765
1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING FOUNDA
a 'r af WHERE POST IS ABOVE. 16d COMMONS OPTIONS. TION, SEE PLAN. Ch ri stopher j S a bou ri n P E
12"
MSTA36 2050 1870 13-10� EA. END 0 80 O.�.
13872.8
HARDWARE AND ANCHORS: LL- --;u WALL FRAMING AT WALL FRAMING AT MAX. OMIN. FL P E#714 61
18-16d TO TRUSS/BEAM FLOOR SHEATHING, �SOLE PLA
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 7r,f a HTT4 3480 3080 1 pp�.I - 1 11496.2 8d 0 3" SEE SPECIFICATIO PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE
ASTM A 307 OR ASTM F 1554 GRADE 36. ROD TO FTG. I IF PLATE BREAK -'N\
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16 1 TO TRUSS/BEAM BUILDER MAY CHOOSE EITHER THE DROPPED DATE
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 - 11496.2 ------- 1HEADER CONDITION OR RAISED HEADER CONDITION.1 WALL FRAMING AT
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 1 1-5/8"# ROD TO FTG. TYPICAL WALL FRAMING DROPPED HEADER CONDITION
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: 6-10d TO HEADER
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR LUS28 930 780 10655.113
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST 4 IN,�-o
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES, PROCEDURES, OR
LARGER THAN REBAR SIX AND LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14 16 To HEADER SOLE PLATE ANCHOR
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF HU41 0 905 785 TO JOIST 10531.36 __j _j Q& HOLD DOWN.
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 - SYP#2 DBL. SEE 1/SO.1._// 2*,,- 3x3xY4" SLOTTED
DOCUMENTS. 2200 5WO F OD EPDXIED 6" MIN 101549.6 SEE 5/S0.0.
(DUAL CARTRIDGE INSTALLATION ONLY): TOP PLATE. 'I WASHER PUSHED
EPDXY.- ITW RED HEAD A7 ABU66 2300 5/."0 ROD EPDXIED 6m MIN 10849.6 �/_TO OUTSIDE BUTT JOINT
11
REINFORCING STEEL. SHALL BE ASTM A615, GRADE 60. UMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED 3x3xY4pp SLOTTED FACE OF WALL. F _.0/
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-11E 11506.4 AT SHEARWALLS AND-/ WASHER PUSHED
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH. WALL SHEATHING ��_TO OUTSIDE REM A&Tmixmm
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 SEE DETAIL l/S0.l FACE OF WALL.
LAMINATED VENEER LUMBER (00 ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRA.1.4114G. ITEMS NOT DESIGNED ;I 1� ROD TO-FTG. 11496.3 FOR SPLICING PLAN MEW CONTRACTOR SHALL CONTACT LOU
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES. FLOOR FRAMING NOT LSTA1 2 805 695 10-10dj- 13872.5 OPTIONS. /-RATED SHEATHING, PONTIGO a ASSOCIATES PRIOR To
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT .-Opp BOUNDARY OF SEE GENERAL NOTES. MAKING ANY STRUCTURAL-FIELD
-8d THREADED ROD SHEATHING. MODIFICATIONS WHICH MAY VARY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 __11705 113 SHEATHING PT. SYP#2_/ �11 .. . . . . . . . . . . . . . .. . FROM THE INTENT OF THE ORJGINAL
TO BE EPDXIED 4" OR X"x6" SILL PLATE. MAX. MIN. EXAMPLE OF PANEL CONSTRUCTION DOCUMENTS.ANY
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS CONTINUOUS SIMPSON TITEN HD. FIELD ALTERNATIONS MADE PRIOR TO
TO UPPER -INTERIOR BEARING SOLE PLATE BREAK EDGE w/ BLOCKING BEING APPROVED BY LOU PONTIGO
TOP PLATE. WALL* EE SCHEDULE WHERE REQUIRED BY ASSOCIATES MAY RESULT IN
FLOOR SHEATHING SPECIFICATIONS SECTION VIEW GENERAL NOTES. ADDITIONAL ENGINEERING OR
FOR STUD SIZE
INSPECTION FEES.
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- O.C. EDGE & FIELD AND O.C. SPACING.
WALL SHEATHING TO
ROOF SHEATHING SPECIFICATIONS: . . . .... . . . . . . .. .
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . .. . . .
SHINGLE- MIN. 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6pp. O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4,--60 -WTHIN 4- 0" OF ROOF EDGE). RAISE )fi-. FROM- EXT. WALL SHEARWALLS WASHER SUPPORTED EDG�ES,-<�.
SEE DE A EMBEDMENT EDGE S
8d 0 310 . 1 iLS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE GENERAL NO
ON ON Sl.Ol
O.C. WITHIN 4': 6� OF ROOF EDGE). EPDXY 42" 24" 3x3xO.229" 41' 2"
PLAN AND FASTEN
BLE - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 Sl ,
F-- -I I r____ ;U-- -4 F w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED
METAL - MIN. 1/2", 24/16, APA RATED 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). lit- I I TITEN HD 1 42" 1 24" 1 3x,3xO.229* 4* 2*0
(UNBLOCKED) PANEL EDGE_,.
(TYPICAL).
FLEXIBLE FINISH_-MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d �0
WALL SHEATHING SPECIFICATIONS*
6" O.C. EDGE AND 15" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM, PLATE TO UPPER TOP PLATE. NOTES:
FLEXIBLE FINISH WALLS INCLUDE. WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L------- 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND NACENT TO NAILING TO INTERMEDIATE
STUCCO FINISH,-MIN. 7/16", 24/16, APIA RATED OSB OR PLYWOOD STRUCTURAL I SHEATHING, FASTENED w/ 8d 0 6' O.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. _J L--------- L----- CORNERS AND PLATE BREAKS AND KING STUDS. V
SUPPORT IS 6" O.C. MAX. ROOF
MASONRY SPECIFICATIONS@ 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR Uj
MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTEUIN ACCORDANCE MTRIIAPI530.1-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 WITH A MINIMUM, OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY MULTY STORY FLOOR JOISTS.
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED At AIN13" T0,11"' SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR 14AY BE USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X1/gp` W/ 0/2-0 ROUND
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF ALL FLASHING. STEEL WASHER MAY BE USED.
TYP. WALL SECTIONS S `\ROOF A
CONCRETE MASONRY UNITS (CMU)m 3 OLE PLATE ANCHOR DETAIL Et SCHEDULE r4 ND FLOOR SHEATHING NAILING
SCALE. 3/4" l'-D*
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75. HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1. NORMAL *_-j1.?H1T, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). SCALE: 3/4" l'-o"
1\�O
REINFORCEMENT IN 5'-0* MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1 GROUT ALL �ELLS CONTAINING VERIICAL IN.�_O
-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0".
U Uj
7
MASONRY STEMWALLSo ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING, BONDS, STACK BOND SHALL �NOT BE
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIORiWALLS SHALL, BE REINFORCED FULL,HEIGHT 11/2 V/2
WITH - #4 0 4'-0- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING'AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLIN6'COR'NEA B-ARS,- MINIMUM'OF 40 BAR
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 RiEINF; SmALLI BE INCREASED AS��11NOTED ON (3) ROW OF 10d
l/Sl.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 2 PLY NAILS 0 8" C.
0 STAGGERED
SIMPSON BEAM.
CLAY MASONRY (BRICK)* SDWC15600--'*N 3 PLY BEAM. 2x4 BLOCKING n
IN C4 N 024" O.C. FASTEN
SEE ROOF
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING '**N�2x4 MEMBERS: EACH END w/3-10d
CONCRETE SPECIFICATION& (1) ROW OF 1 Od
PLAN FOR : EXTEND SHEATHING VERT. 77 (4) ROWS 12d TOENAILS.
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�3QQO PSI AT,28 DAYS DETAILS. TO TOP OF TRUSS AS SHOWN. 0 NAILS 0 4" D.C.
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.
PROVIDE 2x4 BLOCKING AT 12" O.C. 0 0
EA. SIDE. 2x6 MEMBERS
GENERAL NOTES* AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 1 Od STUD BELOW
(3) ROWS 12d LOWER TOP 4-10d
FOOTING AND FOUNDATION& HEEL 1'-0" SPECIFICATIONS BELOW. AT 12M O.C. NAILS 0 4" D.C.
PRE-ENGINEERED WOOD EA. SIDE. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS
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 REPORT 13 RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING
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 COHESI ILS ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION
VE (CLAO SO -SOIL COMPACTION AND FILL RIPPED TO FIT- ORTHOGONAL MEW
SHALL BE COMPACTED TO A MIN. OF 95X MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 2x4 OR 2x6 POST W 20ST
CONDITIONS
WITH GAP SHOWN. OF CORNER
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS' NND- LOCA'TION FROM THE Ulf Uj
FOUNDATION PLAN SHOWN ON Sl.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF F001ING 31ZE� I I (3)ROWS OF 5- (3)ROWS OF 6-Y4-
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) -OR..LOCATION IS NOT SIMPSON r4r) 0 z
TRUSSLOK TRUSSLOK
SDWC1 5600
ENGINEERED WOOD ENGINEERED WOOD
NGS SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24*o.c
4
M
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 FOOTI PROVIDE #3,0 48" O.C. OR ROD CHAIRS. FR,f 4ING Ln
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 W. ERE PERMITTED, SHALL BE 48 PLAN FOR
BAR DIAMETERS SIMPSON AS SHOWN AS SHOWN
DETAILS. SDWC1 5600 CORNER WALL INTERSECTION
SH-ATHING MAY CONDITIONS
CONCRETE SLABS ON GRADE* TERMINATE AT SIMP
SlmPSbN_1 SDWC1 5600 FRAMING 3-PLY 4-PLY
SDWC1 5600
41TH APPROVED CHEMICAL SOIL TREATMENT,,FOR PREVENTION OF SUBTERRANEAN PLAN FOR
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL V TOP OF DBL. SON_/ SEE ROOF COND11IONS
NOTES:
TOID PLATE. SEE NOTE 1. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS.
TERMITES. SAWCUTSo FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 1� HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE'l. i
DETAILS. 14" LVL AND GREATER DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL.
2.
WOOD FRAMING SPECIFICATIONS: TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 0
5" < HEEL < V-0,
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5" NOTES* 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED.
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: 1- TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE U
STAINLESS STEEL. JACK-TO-KING ASSEMBLIES, CORNER POST. ETC. OPTIONS ARE SHOWN.
TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS.
PRE-ENGINEERED WOOD TRUSSES-- 2. H2.5T::MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
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 IN;TALLED AT ALL TRUSSES AS AT TOP PLATE TO STL D, SPACE 0 48- O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND ROOF TRUSS CONNECTION
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91,- AT_MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUS& WHEN USING (2) STRAPS ON BUILT-UP MEMBER FASTENING f**'O*�7 INTERSECTIONS STUDS CONFIGURATIONS
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL TOP PLATE FROM EA. OTHER. 1%,�-O
ROOF COVERING SPECIFICATIONS* KING STUD-TO TOP PLATE: 'RUSS TO PLATE:
SDWC15600 SCREW. SDWCSCREW
TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH A STM I E15 1 14 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DE TOP PLAM TO HEADER FASMNING:
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENIN.Q.
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 DESIGN
TAIL AT RIGHT. NOT REQUIRED
ACCORDING TO THE MAINUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLAIE: THAN 4'-6" FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED CRJTERIA
FOR GABLE ENDS.
WATERPROOFINGs SDWC15600 SCREW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/IN STALLATION OF ALL WATER PROOFING. NOT REQUIRED AT GABLE. TOP PLATE TO HEADER FASTENINQL
SEE DETAIL AT RIGHT. NOT REQUIRED
ENDS OR OPENINGS LESS
FOR GABLE ENDS. L
THAN 4'-6"1 1 0 0
WOOD FASTENING SCHEDULE Z.)
BRICK NOTES LINTEL SCHD PLAN LEGEND AND ,ABBREVIATIONS KING & PLATE TO HEADER: GENERAL
CONNECTION '7 KING & JACK L
MEMBERS FASTENER INTERIOR LOAD BEARING WALL STUDS SEE PLAN STUDS SEE PLAN SDWC SCREW 0
TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN r;71 BUILT-UP POST IN THE WALL' 1 2 4" 0.C. NOTES
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. (2)12d TOE HEAD OR SILL
L31/2 x 31/2 x 1/4 NAILS E.E.
4*1 6'-0 GABLE X-BRACE, SEE DETAIL PLATES SEE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS (MIN) SCHEDULE HEAD 0_ SILL DO NOT SCALE DIMENSIONS FROM
L4x3l/,mxl/ -.- L 2X6 WALL THESE DRAWINGS.IF A DIMENSION IS
DBL TOP PLATE TO STUD 600 81-0" HEADER SIZE, JACK AND KING STUD PLATES SEE UNCLEAR REFER TO THE
FACE IN Al L (2-16d) 3-GUN NAILS lop-opt DESIGNATES SHEARWALL THE QUANTITY. ROUGH OPN'G, SEE ARCH SCHEDULE ARCHITECTURAL DRAWINGS OR
L5x3,/ "XV HIDDEN LINE DESIGNATES SIDE OF HEAD QR S
2 4 6" --------- iILL KING STUD TO FRAMING BELOW.
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6- WALL THE SHEARWALL SHEATHING AL TRUSS TO PLATE:
Sw PLATES SEE CS18 STRAP w/6-10dxl)!r ROUGH OP`N'G, SEE ARCH SDWC SCREW
6" NAILING- TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
2 XV4 120-00"
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L6x3/
PLAN NAME
D.C. EDGE & 6- D.C. "IN THE, CONNECTON: IMPSON
CEILING JOIST, OVER PARTITIONS FACE NAIL (3- N NAILS ROUGH OPNG, SEE ARCH. EXTERIOR SIDE OF WALL.
1. STEEL LINTELS TO BENINIMAL 36" FIELDO SDWC15600 SCREW OMIT IF STRAP NOT REQUIRED AT THE-\ ANASTASIA
DESIGNATES 8d COMMONS 0 371 KING STUD TO BOTTOM PLATE
16d) 4-GU L 7 x V/2"XV4 6" 16'-0" BdO3-7E� I I ATTACHMENT CAN BE INTERIOR OR
CEILING JOIST TO ROOF RAFTER FACE NAIL (6 16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SHEARWALL HOLD;DOWN IS- FOLLOWING: GABLE ENDS OR DESIGN/DRAWN/CHECKED
RESISTANT COATING OF EPDXY BASED ADJ - ADJACENT LG Long SPECIFIED. NOT REQUIRED AT PLATE TO HEADER:
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAJLS VENEER JACK TRUSSES LESS
PAINT. BM - BEAM MANUI Manufacture GABLE ENDS OR 2-STORY SDWC SCREW 0 CS / SSI /LAP
WEATHER THAN 8' OR OPENINGS LESS
BOT - BOTTOM WALLS
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS MONO Monolithic 24" O.C.
BARRIER THAN 3-6" 2X4 WALL DATE
2. LINTEL MORE THAN 8'-0'*. SHOULD BRG - BEARING OC On Center
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT PSB Oriented Strand Board HEADER FASTENING SECTION 06.08.16
DBL - DOUBLE PERP -'Perpendicular
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAJLS EXCEED 6 FT. O.C. w/ 2-1/4 0" WD. DIA - DIAMETER PRE E NG - Pre Engineered SCALE
CS18 STRAP W/6-10DX1
SCREWS INTO HEADER PROVIDE A 1/2" LINTEL I KING STUD TO FRAMING BELOW,
CONT. HEADER, TWO PIECES FACE IN Al L l6dO 16" D.C. 0 EDGE ATTACHMENT EA - EACH PSF Pounds per Square Foot X ASNOTED
CONT. HEADER TO STUD TOE NAIL 16d) 4-GUN NAILS VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN-BE LPA No.
(3z EOR ENGINEER OF RECORD PT PRESSURE TREATED
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL '0 STUD OR 2XlO INTERIOR OR EXTERIOR SIDE OF WALL.
QT Quick Tie- SOLE PLATE CONNECTOR `LSOLE PLATE ANCHOR BLOCKING FASTEN TOLL-16-00417
HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR STRAPPING NOT REQUIRED STRAP NOT REQUIRED AT THE FOLI-Au"Ar-
REINF) Rpi9force
OF GABLE ENDS OR
SOLE PLATE TO JOIST/BLOCKING_r FACE NAIL (16d 0 16") GUN NAIL 08- TIES 0 12- O.C.. (FOR IlOmph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF Square Foot LOCATED WITHIN 6* PER SCHEDULE AT LOWER LEVEL HEADERS w/8-1 Od COMMONS UFFICE COPY CONTROL No.
WIND-ZONE VERT. TIES 0 16- D.C.). SEE PLAN FDN - FOUNDATION SPF -Spruce Pine Fur STUD PACK. OMIT IF S�EARWALL UNLESS SPECIFIED ON PLAN MUL11 STORY JACK TRUSSES LESS
NAIL SPECIFICATIONS BRICK LINTEL, HOLD DOWN IS �SPECIFIEC 4172
AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP r, Squthern Yellow Pine SINCLE STORY THAN 8' OR OPENINGS LESS
3"xO.131*0 = GUN NAILS 2"xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/10"O WEEP SEE SCHEDULE FTG - FOOTING THRU. Through (STACKED WNDOWS) MULTISIORY THAN 3-6" SHEET
2"xO.113"0 - 6d 21/�%0.131"O - 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION MEW HDR - HEADER Typ Typical TYPICAL H _ADER STRAPPING (UNSTACKED WINDOWS)
3"xO.148"0 = 10d 31/2"xO.162*0 = 16d FLASHING. OF BRICK LINTEL HORIZ - HORIZONTAL UON - Unless Otherwise Noted z REVIEWED FOR CODE COMPLIANCS
LBS POUNDS VERT Vertical .0
1 V2*4.148*0 10dxll/2" 11/2%0.131"0 Bdxl'/2* CITY OF NTIC
WWF Welded Wire Fabric BEACH S060
SEE PERMITS FOR ADDITIONAL SHEET 1 OF9
AIL
IL]S
L �A S
7F
rAR
C
TRAI
S ID OPTI
3D�/ S
OMS EE
rr
111"EmQUIMMIUM*N0 CWW1 I 1UN3
RMEWED BY: DATE:
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO T.OP- PLATE w/ 10d 0 4" O.C.
WALL SHEATHING
PLATE w/ 10d 0 3" O.0
8d COMMON WIRE NAILS
1\ 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3* O.C.
ATTACH AT EACH WALL STUD w/ 3-16
NAILS AT EA. FRAMING INTERSECTION.
6" 1 (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER
I-mown-I Vm
AT SHEARWALLS AND PLATE BELOW TOP PLATE
STUCCO FINISH + Lou Pontigo and
5-8d COM \PORCH SHEATHING, HEADER
EACH SIDE SEE 'SPECIFICATIONS Associates, Inc.
PORCH
16d COMMONS OF SPLICE 16d COMMONS: BEL�W
2x4 SYP#2 HORIZ. BRACING 0 _U 8-GUN NAILS- HEADER,
0 8" O.C. SHEATHING SPLICE 0 8" 0.C. I I
SEE PLAN. PERPENDICULAR TRUSS
24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT 420 Osceola Avenue
PORCH, PARALLEL k FULL HEIGHT-
& FIRST INTERIOR TRUSS. NAIL -4- PORCH POST, PER PLAN. (2)MSTA24 DETAIL 6 jax. Beach, Florida 32250
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS TO WALL ANCHOR OR DTT2Z
PERPENDICULAR STRAPS MIN. (2)2x4 WOOD Ph. 242-0908 Fax.241-9557
HOLD DOWN AT
BOARD (TYP) BOARD (TYP) 3" O.C. (TYP)
TO.WALL BASE OFPOST BELOW. & (1) ADJ. FL:CA#8344 SO CA#3579
FEACH SIDE FLOOR opnON A TOPORCH HEADER. WALL
24" 16 GUAGE, POST BASE:
OR JOIST.
FLOOR FLOOR OF SPLICE TRUSS- �k SHEATHING-\
TRUSSES-\ TRUSSES
OR JOIST. 2x4 SYP#2 STRAP w/11- POST 24" 16 GUAGE 4x4 POST.ABU44 STUD WALL FRAMING
SHEATHING SPLICE DIAGONAL --4--
10dx1Y2" EA. END BELOW STRAP w/11- 6x6 POST.ABU66 w/ 2x SOLID BLOCKING
FASTEN EA.
10dxl)�" EA. END DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP 8d COMMON WIRE NAILS AT SHEATHING EDGE
END w/ PLATE W-/5-10d NAILS
&Aj
X" OSB or PLYWOOD PORCH. CONTINUOUS OVER-
3-10d COMMONS INTO TOP PLATE & 5-10d TO BLOCKING 0 3* O.C.
SLAB E ks
I RIM BOARD Y�m PORCH HEADER, 6*p HEADER NAILS INTO BEAM. SPACE -----------
SEE PLAN V
WALL F
LINE MSTA24
SHORTER THAN HTS16 MAX_;\+ 0 48" O.C. OMIT IF WALL
RAMING-/ WALL FRAMING FLOOR SYSTEM. ALIGN CEILING WALL FRAMING STRAPS SHEATHING IS INSTALLED
VERTICAL JOINTS WITH 0 ROOF TRUSS 0.
ROD
STRAPS EPDXIED 6" MIN N FACE OF BEAM
ATHING SPLICE WALL SHEATHING OR JOIST-N,,�,
0.
BLOCKING ONLY REQUIRED FLOOR STRAPPING PER "��TRUSS CONNECTION 0
JOINTS INSTALL FLOOR TO FOR PERPENDICULAR
-8d COM
-1 ___11;_11i 0., , I PLAN MEW OF ELEVATION \11 EW OF
5
F
AT SHEARWALLS AND TION 1 OR 2 p -GUN S
OP QRCkF�H PORCH HEADER PORCH HEADER 8 S
EACH SIDE NAILS CONTINUOUS 2x6 SYP#2 EE DETAIL B ABOVE.
AT C
STUCCO FINISH OF SPLICE ORN AT POST AT POST
FULL HEIGHT LEDGER FASTEN WITHj
op,nON 1 OPTION 2 OR10
ANCHOR OR DTT2Z
OVER LAP SHEATHING RIM BOARD:OPTION FLOOR TRUSS PARALLEL PORCH SHEATHING! SPECIFI CATIONS& 5-0.1310" EA. STUD. Ls*n
HOLD DOWN AT MIN. (2)2x4 WOOD N A L
V2 GYPSUM (WATER PROOF) GREEN BOARD, wl 5d COOLER NAILS 0 6" O.C. EDGE FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR OPTION B. TOPORCH HEADER.
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/0 (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6- O.C. EDGE AND FIELD DETAILA Christopher j Sabourin PE
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING"OPTIONS TYPIC,�tL PORCH FRAMING DETAILS 00� WALL ADJ. TO ROOF CONNECTION FL PE#71461
\,So.ij r2 /--�3 TYPICAL PORCH BEAM CONNECTION 16EN 4 STRUCTION SPECIFICATIONS FOR ROOF -N\
ji \.�O NALL SHEATHING AND STUD FRAMING. DATE
SEE DETAIL 5/S0.1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS IN,
ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
ROOF BOT. CHORD w/ 0.13lx3* 0 3" O.C. A -\141 2-SIMPSON H2.5T. -4- -?- -?- -?- -?- -4- -4- -
2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. FASTENED TO SHEATHIK w/ 8d 0 3" O.C. ROOF IV 0 _N1�1 - E3 r�RIEW ALTERATION
-----------t ----------
O.C. FASTENED TO TOP_ ,-,--ROOF TRUSS. TRUSS'.-\ SDWC 15600 CONTRACTOR SHALL CONTACT LOU
P 111/4 SHEATHING FASTENED TO PONTIGO a ASSOCIATES PRIOR TO
0 32" O.C.
COMMON. MAX. TOP PLATE w/ 1 Od 0 3" O.C. SCREWS U MODIFICATIONS WHICH MAY VARY
LATE w/ 4 0.1310"
m INTENT OF THE ORIGINAL
T X. SHEARWALL- OSB WALL I V CONSTRUCTION DOCLUENTS.ANY
FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH c�j FIELD ALTERNATIONS MADE PRIOR TO
TO TOP PLATE AND TRUSS /'-SHEATHING C BEING APPROVED BY LOU PONTIGO
3-0.1310" COMMON TOE NAILS ASSOCIATES MAY RESULT IN
w/ 0.1310" 0 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-/ INSPECTION FEES.
SHEARWA
SHEARWALL OR (D-/
EXTERIOR WAH Z6
S_W 8d@39PZ6$0 SW 8dO3
P 0136"IED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE JL ROUGH OPENING, SEE
ALTERNATE A ALTERNATE B ALTERNATE C ALT_-_RNATE G POST BELOW NTH 2-CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-_CS16j
Y,G* OSB DIAPHRAGM FASTEN ROOF FLOOR DECK-\ TO LOWER STUDS (A)- Upm TO LOVER STUDS ANCHORS ARE NOT USED STRAPS MEN FULL HEIGHT
-i r-10d WO.C. SW 8dO3 : (2) CS18 STRAPS SW BdO3/6: (2) CS18 STRAPS
TO NAILER w/ (1) ROW 8d TRUSS.N_I I !, ANCHORS ARE NOT USED
FLOOR
2x4 SPF#2 CONTINUOUS 2S TRUSS. END TUDS 70 FOUNDA71ON A- END STUDS M FOUNDATION
0 3m O.C. FASTEN TO TOP ; �: - '!g'W BdO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION
LEDGER FASTENED 1W 8d HTT5 OR HDU5
PLATE w/ (2) ROWS OSB
TRUSS WEBS WITH
OF 8d 0 3" O.C. BLOCKING w/3-0.131 x3m SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
M:ARWALL NOTES: CALL OUT CALL OUT
-SEE SCHEDJLE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O
2x4 SPF NNEL FLOOR COMMON. 1: .11 " :
T T IE>Cl 1. AT ROOF TRUSS.
FRAMING A H2.5T 0 32* O.C. TOP BOT
SYP#2 2x4 NAILER FASTENED ALL AROUND ZA t C014TRACTOR MAY SHEARWALL NOTES A LSI 8 0 32" O.C.
TO TRUSS BOT. CHORD w/ CHOOSE A,B,C,D, OR G. 1. PROVIDE 3(6" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
FASTEN CATS EACH END W/ 2x4 SYP#2 CATS AT i2m PROVIDE 2x.BLOCKING AT AL_ PANEL EDGES.
(2) ROWS 0.1310- 0 3- D.C. 3-0.1310" NAILS 0 6" O.C. \\-O.C. FASTENED TO TOP 2. JSE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
INTERIOR
SHEARWALL. PLATE w/ 4-0.1310" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN
SW-2-/U SHEARWALL OR_/ COMMON. ENDING BETWEEN ROOF END POSTSFORSW. OR HTT4 HOLD DOM AT BASE (U.O.N) OR HTT4 HOLD DOM AT BASE (U.O.N)
5-16d NAILS
V EXTERIOR WALL TRUSSES.
ALTERNATE D ALTEgNATE F (TYPICAL) 3. FASTEN 'ALL INTERIOR Sw TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE IF 3. USE ALTERNATE
UE I! F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0
55_AIIALHMFNT
5 S PICAL -A LL ELEVATION 7 HEADER TIE DOWN
HEARWALL ATTACHMENT AT ROOF Et FLOOR jif000"15 S K" RWA
PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS.
DETAIL ONLY APPLIES WHEN NOTED ON PLAN
Uj
8d COMMON NAILS 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE aRACINO NOTES AND SPMRCAMONS
AT 3" O.C.(TYP) ROOF NAJILS (TYP... L2x4 SYP#2 OUTILOOKERS TRUSS BRACING Ln
TRUSS 0 24" 0.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3
WALL STUDS WALL STUDS EACH END w/3-10d H3 M H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
AT 16" O.C. AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTILOOKER TO TRUSS. (UON)
FASTEN TO ROOF FRAMING BELOW
ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT
COMMONS (4) TRUSSES APPLI D THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER.
2X6 3.)PERMANENT PERMANENT BRACING
ROOF TRUSS-/ ROOF TRUSS-/ SIMPSON H3 w/ 10-8d COMMON ANGLE BRACING APPLIED TO MERE NOTED ON TRUSS MFR. SHOP
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER BRACE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
TO EACH STUD, PERJ_ ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS PROVIDE 1x4 SYP#3 OR BETTER �mm Ln
AND LEDGER TO ROOF MEMBER.
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING
MEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. F PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WEB w/ 12d 0 6"O.C.
LENGTHS > 8'-0". CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOILIBLE LEDGER RAFTER LENGTH T-BRACE TO BE THE
ALT. TO BOTH H3 ABOVE TRUS NTH 2-8d COMMON NAILS. AT
PRODIDE MTS12 QR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE, SPECIES,
VERTICAL VERTICAL 2X4 #2 SYP BLOCK 0 EACH GABLE END WALLS PROVIDE DIAGONALS
0 6" ON-CENTER
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILI ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS
ha AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED.
0-775 2x6 w/ 5-0.13NY 1850-2345 2x8 w/ 6-/4*Ox6* SDS SCREWS END W/ 3-10d TOENAILS I I (APPROXIMATELY 457.) TO THE C) 0
1. LOCATION. IF MORE THAN (1) LATERAL-- A JACEN
776-1250 2x8 w/ 8-0.1310" 2346-3125 202 w/ 8-1/4"OW SDS SCREWS BRACE I§ NEEDED, OVERLAP BRACE T EXTERIOR PERPENDICULAR
1251-1540 2x10 w/ 10-0.13lx3" BLOCK TO DBIL TOP WALL BETWEEN EACH LINE OF BRACING
%�5 AS SHOWN. U
1540-1850 2x12 w/ 12-0.1310" PILT W/ 2-H2.5T L TO FORM A ZIGZAG PATTERN ALL
F CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCAT10N, 0.131x3" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
FV
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST
Tr% 8_10d LSTA12 0 48* O.C. QR DBL TOP PILT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM COMMONS, TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. SDWC15600 0 36" O.C. OMIT IF TYPICAL
LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING
WMEN 8 MEN SHEATHING OVERLAPS CABLE 12" MIN PERMANENT TRUSS BRACING rl A
S TO LEDGER CONNEC11ON BY TRUSS 0 SO.1 IS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" 1'-0" FFN^MING
EER. NOT SHOWN FOR CLARITY 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
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS
DETAILS
TO SISTER A TO SISTER A
A FULL HEIGHT OR BEAM GIRDER TRUSS
X I
WASHER PLAN I r (1.� "!:i_ 1'. i -MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM
I ANCHORING SPECIFICATIONS (j)MSTA24 STRAPS OFFICE CO
_V1.)I__ STUD FASTEN w/12- FASTEN w/12-
@
FOLD OVER TOP PLATE (2)MSTA24 STRAPS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING 0.1310" GUN O.131x3" GUN NAILS
FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS
FULL HT. (2)MTS12
DOUBLE, SYSTEM SHALL CONSIST OF WO A307 THREADED /18-1 HDU5. FASTEN (2)MTS1 2
UPLIFT PLATE 0
ANCHOR
CONNECTOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
I SOLE I Od SIMPSON DTT2Z
DOUBLE TOP FULL HT. TOP'PLA1E. ANCHOR RODS, ORIENTED VER71CALLY AND ATTACHED TO THE FASTEN 26-10d COMONS
LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE ri
PLATE- SEE PLAN I-AT DO NOT SCALE OIME1%SONS FROM
TOP PLATE, PROVIDE A 2*x 2*x X" STEEL WASHER.
W/8 y4*xly2,, THESE DRAWINGS.IF A DIMENSION 15
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 UNCLEAR REFER TO THE
TIGHTENED NUT. (TYP.) SDS SCREWS 0.
OR POST. SIMPSON
FULL HEIGHT ARCHITECTURAL DRAWINGS OR
THREADS M EXTEND ABOVE %" FULL HEIGHT
(2)H2.5T (2)H2.5T
MINIMUM 2 PLY LTT20B THREADED ROD
TiONS,
FULL HEIGHT ROD
ROD INSTALLATIONo AT ALL PLATE PENETRA STUD
MINIMUM THREA "THIN 6" OF
-THREADED ROD PROVIDE A HOLE IN THE PLATE 34* LARGER THAN THE DIED ROD GIRDER (SEE PLAN) MINIMUM
AT2ND STORY PLAN NAME
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE STUDS PROVIDE ROD EPDXIED TU
ELEVA110N AT 2ND STORY %" THREADED EPDXIED 4" MIN.
7UD
-77777-- COUPLER TIGHT 0 STUDS PROVIDE
ANASTASIA
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES 2 PLY-\ 00 2PLY
SEE PLAN 4- DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD S
AGAINST PLATE
STEEL COUPLER i 1 CS18 STRAPS 7.5" MIN 18 STRAPS
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE THREADED ROD
(OPTIONAL, LOCATE Q FULL HT- ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS a tEPDXIED 4" MIN. 0" AT BASE OF STUDS DESIGN/DRAWN/CHECKED
jn�OOR TO FLOOR)
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE SIMPSON TITEN HD ROD COUPLER II(FLOOR TO FL22R)j I CS / SSI /LAP
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (%*x6-Y4") MINIMUM
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. -2 PLY HOLD DOWN SEE PLAN: DATE
TW NUT A90%9 THE UPPERMOST PLAYE SHALL K STUD
SECURED OV8111 1W WASMM 70 A SNUG-7MT SIMPSON D172Z ROD = DTT2Z 06.08.16
FLC�R FULL HEIGHT ANCHOR INSTALLATION CHART 0ONDIT11ON PUPS ONE-HALF TURN OF A STANDARD ROD = HTT5
/_W18- Y4"X1X" HTT5
SCALE
SDS SCREWS BUILT-UP POST,- UILT-UP PO ,
@ WWW (APPROXIMATELY 30 FT.-UM OF TORQW� B ST
FRAMING
THREADED 0 DUE TO SHIRMCAGE AND OF 8"NO SEE PLAN. SEE PLAN. AS NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONIRACTM SafflHIALL TK*M NUT TO 30
THREADED ROD---- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE fr.-4B& OF 7MME AFTER ALL IRADES ARE LPA No.
SEE PLAN OOMPLETE AND PAW TO IINSULATM.
PER PLAN. 3/8 V,"0 1/2*0 2x2x1/9* 4" 40 2" Y
TOLL-16-00417
LEMBEDMENT 5/8 %"0 1 3/4*0 j3x3x1/V" . 7.5* 12w Zip 3" EPDXY ANCHORINGO ALL THREADED RODS SHALL BE
HTT5 or HDU5 QTT2Z LTT20B CONTROL No.
ALTERNATE FOR ALTERNATE FOR
DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION 0P110N 1 OPTION
MONO STEM MONO STEM' CHART FOR EMBEDMENT AND EDGE DISTANCE
FULL HEIGHT ANCHOR REQUIREMENTS EQ ILL H EU LL H FULL HEIGHT TR CONYENTIONAL 4172
EIGHT ROD EIGHT ROD
SHEET
WALL SECTION THREADED ROD INSTALLATION .,.CHART
V �FOLL HEIGHT ROD ALTERNATE
H
12 AT rl 4 FULL HEIGHT THREADED ROD ri 5 OLD DOWN ATTACHMENT DETAIL
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM t'01 3 TACHMENT' ' 16 GIRDER BEAM STRAPPING
I so*]
SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.1/ 0
ALTERNATE SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
SHEET2 OF 9
')JE
S
EA'Wj
11-12M
kRWALtL
7nA R-7
03/3
-OVERLAP SIDEWALL OVERLAP SIDEWALL
TOP PLATE TOP PLATE
OVERLAP SIDEWALL
TOP PLATE ALWAYS PLACE . . . . . . ALWAYS PLACE
3014_�. . . . .. . HEADER AT
i HEADER AT.
1OP OF ROUGH TOP OF ROUGH
OPENING
OPENING
5/a"O THREADED ROD
GARAGE I'l 1*1 :1,
. .. . . . . . . . . . . . . . .
HEADER . . . . . . . . . . . . . . . . . . .
w/3x3x/4 PLATE . . .. . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. - . . .. . . . . . . . . . . . .
HEADER AT . . . . . . . . . . . . . . . . ;-4- i FULL HEIGHT
PACK NTH 2-ROWS OF 16d . . . . . . . . . . . . . . . . F, (ONE IN SIDE . . .. . . . . . . . . . . . . THREADED ROD--,,,.,,
TOP OF ROUGH —%\, oe 11/2 . .. . . . . . . . . . . . . . . 1 4
RING SHANK NAILS 0 12" O.C. WALL) MAX �_o Lou Pontigo and
2)20ga STRAPS OPENING ""'o
tAUtK TO JACK ATTACH GARAGE DOOR THRU Assoc i a tes, I n c.
LEXTEND HEADER TO
(2)2x6 KING STUDS HTT5 W/ UPRIGHT BUCK DIRECTLY INTO L"EXTEND HEADER TO - 4- .. . .. FAR SIDE OF WALL
I SITOD PACK, PER GARAGE DOOR FAR SIDE OF WALL 6x6 POST AS SHOWN. 420 Osceola Avenue
(2)2x6 JACK STUDS THREADED ROD (2)2x6 (2)2ko arr P-o AS SHOWN. 0
EPDXIE Z)UPPLIER JACKS ... 0 A jax. Beach, Florida 32250
D 12* AND (1)\. 4'-0"x4'-O" PIECE OF WALL Ph. 242-0908 Fax.241-9557
1 4-O"x4'-Off PIECE OF WALL SHEATING INSTALL AT UPPER
HTT5 w/ K NG. SHEATING INSTALL AT UPPER HTTS w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER F L:CA#8344 SO CA#3579
(2)2x STUD CORNER\., z%" THREADED ROD I CORNER 1" BELOW GARAGE HEADER %" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED A DETAIL A
& EPDXIED 12m ... ON EXTERIOR STUD (TRIMED AS DETAIL A AND (1)ml S
1> EPDXIED 12" SHOWN)
P.T. SOLE PLATE-.,, SHOWN) KING.
FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS 7� tip
HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NA IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
GARAGE
SOLE PLATE ILS
FLOOR H TT5 w/ I
ANCHOR THREADED ROD -IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
THREADED ROD (STUDS, BLOCKING & SI LLS) TYP. Aj
- -. 0,�,4.0"', "�
EPDXIED 12" (STL IDS, BLOCKING & SILLS) TYP.
SOLE PLATE .4- EPDXIED 12"
.4 f.Im,
ANCHOR GARAGE WING WALL SECTION ...
A DOU LE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
THICKENED SLAB EDGE ...
A , 16' . . o. 7 61
AT GARAGE OPENING. ...
7, i
1,77 X6 POST WITH ABU66
HREAN
AD01'.171 AL-,iDOU8LE::PLAI OETVtt,tN i
W/ 5)
WASI
NOTES: 7 THREADED ROD OF
4 D!F4
DS)�DRILLED"AND EPDXIED w� 12- EMBEDMENT & �XV/4 wIER�i 42*
EPDXIED 12" MIN.
1. ALWAYS PLACE GARAGE HEAD E'R AT TOP OF ROUGH OPENING. OR
GARAGE WING WALL ELEVATION
Christopher j Sabourin PE
FL PE#71461
IQV`1� GARAGE HEADER FRAMING
2 GARAGE PORT)�L WING WALL r�WVISONS
SO.2 0*:N GARAGE WING WALL FRAMING LESS THAN 12'
SO.2 THIS DETAIL ONLY APPLIES �WEN NOTED ON PLAN SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
�REM ALTERATM
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
ROOF SHEATHING PER CONSTRUCTION DOCUMENTS.ANY
1-MTS12 STRAP CONSTRUCTION SPEC's FIELD ALTERNATIONS MADE PRIOR TO
0 EACH RAFTER BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
10d COMMONS ADDITIONAL ENGINEERING OR
1/2"0 0" S.S LAC BOLT
2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c
w/3-#80)j" WOOD CONSTRUC11ON SPEC's
SCREWS 0 16*0.0 SPLICE 2x6 x 4'-6" P.T. SYP NO.2
2x6 SPF#2 RAFTERS 2x6 SPF#2 RAFTERS
EXPOSED RAFTER TAIL TO EACH ROOF
0 24"o.c
ALIGNED w/ STUDS
TRUSS 0 24" O.C.
2x6 SYP#2 LEDGER H2.5T
w/2-1/4%6" SDS
SCREWS 0 16
I _T
04
PRE-ENGINEERED-
2x4 SYP#2 LEDGER __"_�5-10d NAILS
w/2-#8x3Y2* WOOD_,__�
SCREWS 0 16"O.0 WOOD BEAM PER PLAI` WOOD ROOF TRUSSES. A" 2x SPF BLOCKING
00e 12d COMMON RIPPED TO FIT
6x6 POST SEE PLAN1� 00F (2)H2.5T WIRE NAILS WITH GAP SHOWN Ln
N,.
1-H2.5T 0 2x4 SPF#2 JOISTS 0 4" 0.C.
EACH JOIST /0=4 4x4 HORIZONTAL LEG
ALIGNED w/ RAFTERS STAGGERED 0 SOFFIT, SEE
3-10d TOENAILS-/ %N8" LAG SCREW 10 ARCH.
EACH SIDE RECESSED
ARCHITECTURAL 4x4 DIAGONAL
BRACKET DOUBLE-//
WALL FRAMING TOP PLATE 1 x4 P.T. SYP
WxB* LAG SCREW V-4 FASCIA
SEE PLAN LLI
RECESSED
SHEATHING MAY
VERTIC
AL TERMINATE AT
TOP OF DBL
ALL EXPOSED METAL TOP PLATE. 4<
CONNECTORS AND ALL EXPOSED METAL
FASTENERS SHALL CONNECTORS AND
BE STAINLESS STEEL FASTENERS SHALL
SHED ROOF BRACKET DETAIL /`_5� SHED ROOF BRACKET DETAIL BE STAINLESS STEEL, r6*N RAFTER TAIL DETAIL
\S 0.2,/
\Z2,20/ SCALE: 3/4" V-0m \,S 0.2,/ SCALE: 3/4" V-0m
Ln
LLJ
z
In
KING STUD TO TOP PLATE*
SDWC`I 5600 SCREW.
0 0 0
STUD TO T
SDWC1 5600 SCREW.
0 320 O.C.
STUD TO TOP PLATE& STUD TO TOP PLATEm
SDWC1 5600 SCREW. SDWC1 5600 SCREW.
0 320 O.C. 0 320 O.C.
STUDS TO TOP PLATE STUD TO SOT PLATE*
SDWC1 5600 SCREW.
Y4"X4Yhj" L G SCREW 0 32" O.C.
HEADER _M STUD:
VATH ROUN WASI
I-MSTA24
ATEACH FLO R TRUSS--"\
HER MISC
MING
---------- --- -------- ----—-----
Dt I AILS
WALL
BOT PLATE TO FRAMING BOT PLATE TO FRAMINCL- SHEATHING
BELOW CS180 320 O.C. BELOW CS180 32" D.C.
CS18 w/7-�40dxlX"
I STUD TO ROT PLATE: EACH END 0' 48"
BOT PLATE IQ TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW. O.C. STRAP CAN BE
XNX4,�" LAG SCREW-\ 0 32" O.C. INSTALLED EITHER
Zz= DO NOT SCALE DIMENSIONS FROM
- ------------ ---------- ------ - ------------------- ------------ ----------- VATH ROUND WASHER FACE OF STUD sr CS18 w/7-10dx1V
At EACH FLOOR TRUSS THESE DRAWINGS,IF A DIMENSION IS
EACH END 0 48" UNCLEAR REFER,70 THE
O.C. STRAP CAN BE ARCHITECTURAL DRAWING
INSTALLED EITHER
FACE OF STUD
8d 0 3"
FLOOR FLOOR
FLOOR
TRUSSES TRUSSES PLAN NAME
TRUSSES
OR JOIST. OR JOIST.
I OR JOIST. ANASTASIA
DESIGN/DRAWN/CHECKED
f` Hill opnON Q BEAM SEE
Al CS / SSI /LAP
opnON A
OVERLAP PLAN
TRUSS OR BEAM PARALLEL TO WALL ABOVE STRAPPING SHEATHING DATE
OPTION Q 06.08.16
VA*:N 7 WALL STRAPPING DETAIL 8 WALL STRAPPING DETAIL WALL STRAPPING DETAIL VA*:N 10 WALL STRAPPING OVER BEAM DROPPED BEAM SCALE
0 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLA14 .\,SO.Z/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AS NOTED
NZ�/ SO_ LPA No.
TOLL-16-00417
CONTROL No.
4172
SHEET
OFFICE COPY S002
;H1
SHEET3 OF 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 SO CA#3579
so
12 x12" CMU PILASTER BUILT
INTEGRALLY w/ STEMWALL
w/ (2) #5 VERTICAL
T/PILASTER F.F.E.
MONO FOOTING TO
44 �'e
STEMWALL w/ 2-#5x3O"
Iry tn
DOWELS EPDXIED 6 MIN.
F3.0 S1.01 S1.01
F
S
71
F
d Ali,
7>1 1�7. X"%'��X'"X.'"X"X7'X. Q
',OR�g
tj
T _F
+
ONA�'&%
Christopher ) Sabourin PE
14 f_1 of$ FL PE#71461
MONO FOOTING TO DATEN\
S1.01
__F_N C4 STEMWALL w/ 2-#5x3O"
1 T-- F_ It m
k\S1.0) PROVIDE SAW CJTSj PER 6 DOWELS EPDXIED 6 IN.
1 -1 C'
2/S1.0, BUILDERg_
FLOOR MATERIAL
L F2.0
COORDINATE W17H SIH
PAVERS 011
BY OTHERS
STAIRS BY BUILDER. S1.01
�RELD 11111111111111,11 1 ?AIMN
4" CONCRETE SLAB w/ (oo'1
MONO FOOTING TO U
FIBERMESH @ 1.5 LBS/CU.Y). 0 S1.01 PONTIGO&ASSOCIATES PRIOR TO
OF CONCRETE OR 6x6 W1.4 (W1.4 6 STEMWALL w/ 2-#5x3O" MAKING ANY STRUCTURAL FIELD
��.o 1 pir STAIRS BY BUILDER. MODIFICATIONS WHICH MAY VARY
WWF ON 6MIL VAPOR BARR -__R S1.01 S1.01 DOWELS EPDXIED 6" MIN. FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
IN PREPARED GRADE. FIELD ALTERNATIONS MADE PRIOR TO
F_ PAVERS BEING APPROVED BY LOU PONTIGO a
9� ASSOCIATES MAY RESULT IN
BY OTHERS ADDITIONAL ENGINEERING OR
INSPECTION FEES.
9 -
I
IT 1 1 12 x12" CMU PILASTER BUILT
PROVIDE 2-#4x4 0 STAIRS BY BUILDER. //�3 INTEGRALLY w/ STEMWALL
CORNER CRACK BARS AT V_ - - - L S1.01 z
12 x12" CMU PILASTER BUILT MONO FOOTING TO '1 -1 J--A w/ (2) #5 VERTICAL
STEMWALL w/ 2-#5x3O" SLAB MID-DEPTH (TYP.). 00 T/PILASTER F.F.E.
INTEGRALLY w/ STEMWALL
w/ (2) #5 VERTICAL DOWELS EPDXIED 6" MIN. S1 6 01 U
T/PILASTER F.F.E. F2.5 J_ 4< Lf)
F 7--_L�_=
SAWCUT 0
I r3
�Si.01�
S1.01
_j
to to /
1 -10 -2"
2' 60 11' LO 2'7b�� 2' Uj
0 z
Ll I - I I , 3:1 1
4 <
0
t ZK _j F2.0 S1.01
8 6 SAWCOT
Lf)
MONO FOOTING TO
S1.01
STEMWALL w/ 2-#5x3Op' 2 SI-01)
to
DOWELS EPDXIED 6 MIN. \�LOV
F2.5 F3.0
�j L-1
Li Fj In
ZOOM:
3
S1.01 S1.01
__Jj I i
Da
FOUNDATION PLAN
SCALE: 1/4" V-10" FOUNDATION
PLAN
Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A,DIMENSION 6
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
FOOTING SCHEDULE AND NOTES
ANASTASIA
BOTTOM BARS DEPTH WDTH LENGTH TYPE DESIGN/DRAWN/CHECKED
CS / SSI /LAP
3-#5 EA. WAY BOT. 22-0" 2*-0" F2.0
DATE
3-#5 EA. WAY BOT. it-on 20-6" 20-6" F2.5
06.08.16
it-O"
3-#5 EA. WAY BOT. 3$-0* 31-0" F3.0
SCALE
4-#5 EA. WAY BOT. it-on 31-6" S-6" F3.5 AS NOTED
is-on
LPA No.
4-#5 EA. WAY BOT. 40-0" 40-00' F4.0
V-000
4-#5 EA. WAY BOT. 4$-6" 41-61" F4.5
TOLL-16-00417
1. THIS FOUNDA11ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
4172
STEP HEIGHTS. ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE wl LOCAL BUILDING CODES.
OFFICE COPY
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S100
PROCTOR IN ACCORDANCE NTH ASTM D 1557.
SHEET4 OF 9
4-
::N
TYPICAL WALL FRAMING AND
ANCHORAGE PER
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING CONSTRUCTION SPECS.
PER CONSTRUCTION SPECS. /--AND ANCHORAGE PER Lou Pontigo and
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. Associates, Inc.
CO NER BARS (TYPICAL) 420 Osceola Avenue
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1-#5 CONT., PROVIDE 8" CMU OPEN BOTTOM LINTEL SOLE PLATE ANCHOR, jax. Beach, Florida 32250
SEE 7B/S1.01 SEE 3/SO.O Ph. 242-0908 Fax.241-9557
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP-) BLOCK w/ 1-#5 CONTINUOUS FL:CA#8344 SC:CA#3579
FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN lei
LAYOUT PLAN AND I - ///
PERMANENT LATERAL SLAB ON
IF SLAB ON GRADE, 5 k.
SUPPORT DETAIL. la 2 GRADE �kt J.
r SEE PLAN. Id
__411
GRADE OR CONC. 1461
SLAB, SEE PLAN. L-F L_
8" CMU STEM WALL W/
X\ -OWEL TO MATCH VERT. 0
11 - - S 0
A. -D SHOWEWPAN SLOPES TO DRAIN, SEE ARCH SLAB 4
X. #4 VERTICAL DOWELS @ 24 0.C.
4 1?�'% A
STEMWALL REINFORCING (-SEE- GRADE
PLAN. A NTAIN 4" MIN. SLAB THICKNESS.
STEMWALL SCHEDULE 90* BEND INTO FTG.
SCHEDULE) w/ 6" HOOK INTO SEE PLAN .,
00
CMU
REINFORCING �FOOTING. LAP VERT REINFORCING '-"/0W
14
COURSES .4 A <
4 'a. - 25 ps IF STEMWALL IS GREATER
NX, 0 bi
1. _j C h r i s t o p h e r J Sabourin PE
T 4 - 1`0 oil 1 0.0 FL PE#71461
'14
1 TO 6 #4 VERT. 0 48"O.C.
HAN (3) COURSES.
7 TO 10 #4 VERT. 0 24"O.C. -STEMW�I_L, SEE 1/S1.01 CONTINUOUS CONCRETE
- 4
V,
11 TO 12 , #4 VERT. 0 8"O.C. CONT. CONCRETE FOOTING /-3 CLEAR FOOTING �R"SUqS DATE�
1-STORY, w/(2)#5 CONT. TYP
STEMWALLS OVER 6 COURSES TO 8"d x 16 w
HAVE TRUSS TYPE HORIZ. JOINT
2-STORY, W/(3)#4 OR (2)#5 CONT. 10 x20"
REINF. BETWEEN EVERY OTHER 1 0"d x 20 IN
COURSE. FILL CELLS SOLID. -#5 CONT.
w/ 2
STEMWALL FOOTING /�2 FC OTING W/ SHOWER RECESS GARAGE STEMWALL
-�01 SCALE: 3/4" = V-0" ��O 1 (IF REQUIRED) ��.O 1 (IF REQUIRED)
FRZLmD Aumxnm
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCLMENTS.ANY
TYPICAL WALL FRAMING AND ANCHORAGE FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
PER CONSTRUCTION SPECS. ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL) STEP, SEE
ARCH.
12" HOOK INTO SLAB.
(4" MAX.
EQUAL TO SLAB
THICKNESS.
N.W1 I 7B SLAB RECESS
SLAB ON GRADE,--Nz-
SEE PLAN.Az_
BRICK VENEER IS
Uj
ACCEPTABLE WITHOUT
WALL FRAMING \, INCREASE OF FOOTING
8" CMU STEM WALL W/ 1 DEEP SAWCU W/ SLAB ON GRADE, WALL FRAMING-\, -2-#5 CONT. SIZE.
ELASTOMERIC SEALANT /SEE PLAN
SLAB ON STEP, SEE ARCH. PLAN. SLAB ON
#4 VERTICAL DOWELS @ 24" O.C. b, I b 1. -1 Uj
�4 4
GRADE- —4- GRADE
90" BEND INTO FTG. 4. lb;;d %], SLAB ON I %. p
to -t-SEE PLAN.
I SEE PLAN Id_X
---------- ------ `Z-. - -,
do A GRADE, 00
SEE PLAN.
NOTES:
lc� . V. N 4 A
nD 1 - S R A
_j I PROVID. : AWCUTS TO' E TE
:
APPRCXIMATE 12' X 1:2' :MAX. SQ.
CONTINUOUS CONCRETE_"11� "0 6
2) SAWCUT CONC. SLAB WITHIN 4 TO
FOOTING 3" CLEAR-\ I AL 3" e-,1 Uj
12 HOURS OF '111CONC. PLACEMENT. OPTION
8%16"
- 1-STORY, w/(2)#5 CONT.
TYP ii -
2" FLAIR 1-STORY, w/(2)#5 CONT.
8"x20" 8"x16" L*
2-STORY, w/(2)#5 CONT.
2-STORY, w/(2)#5 CONT.
10 x20" 8%20"
w/ 2-#5 CONT.
SA
,(�4 STEMWALL AT GARAGE r�5 '4w CUT DETAIL r6 BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN Uj
SCALE: 3/4" 1'-0" 1\�-O 1 SCA LE: 3/4" 1'-0" S1.01 SCALE: 3/4 11 1 1-Cs -�01 SCALE: 3/4" 1'-0" 0 Z.
-�01
TYPICAL, WALL FRAMING
AND ANCHORAGE PER
TYPICAL WALL FRAMING CONSTRUCTION SPECS. TYPICAL MONIO- MATCH DOOR 3/44
AND ANCHORAGE PER FOOTING NOTES WITH, SEE ARCH. RECESS MISC
CONSTRUCTION SPECS. SEE DETAIL I/St'o. SLAB ON PAVER BY FRAMING
4, GRADE, OTHERS
SEE PLAN. BOND BEAM w/1-#5
DETAILS
SLAB ON I PAVING
GRADE, L BY BUILDER xk-
SLAB ON 12"x
SEE PLAN. , 1#5 CONT. X
'd, 2�DETAIL 10B < 8" MASONRY
GRADE,
z E.J.
SEE PLAN. z STEM WALL w/
MATERIAL
�X Ld C) 1-#4 048" 0.C.
2� X 00 4 04 SLAB ON GRADE OR CONC. C14 00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 5
G E PLAN. UNCLEAR REFER TO THE
ALT. FOOTING� RADE, SLAB, SE
AT
ARCHITECTURAL DRAWINGS OR
<
BUILDERS DISCRETION. SEE PLAN.
0 0 :i 4
C4
'04
Ado, -ALT. FOOTING AT ILAN NAM I
C-4 BUILDERS DISCRETION.
k ANASTASIA
THICKENED EDGE 8 X8 4
.0 4 DETAIL 10A -4 DESIGN/DRAWN/CHECKED
#3 @ 48" 0.C. OR W/ 1-#5 CONT.
3-#4 HOOKED CS / SSI /LAP
ROD CHAIRS (TYP.) 24
VERTICALS 8 0. DATE
12 1-STORY, w/(2)#4 CONT. )p . 11 1 (2)�5 CONT. 06.08.16
16 2-STORY, w/(2)#5 CONT. 8 ISOLATED FOOTING REINFORCING, SCALE
SEE PLAN SEE SCHEDULE. 12" THICK x 20" WIDI AS NOTED
LPA No.
MONOLITHIC EDGE FOOTING ISOLATEE FOOTING UNDER MONOLITHIC. EDGE THICKENED SLAB K-71� PORCH STEM WALL W/ PAVERS TOLL-16-00417
Ko"9 CONTROL No.
SCALE: 3/4 is-of$ S1.01 SCALE: 3/4" 1'-0" 1\�_o 1 SCALE: 3/4" 1'-0" 4172
-�01 SCALE: 3/4" 1'-0" ��_O 1
SHEET
OFFICE COPY S1001
SHEET 5 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
----------
NE DESIGNATES SIDE OF WALL THE
SW 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3m O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O,
420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
W A307 DIAMETER FULL HEIGHT
'ro-Rowulogiolij
THREADED ROD, SEE DETAIL 12/SO.1
�s
t
A307 DIAMETER FULL HEIGHT I. 5��
4�
X5 THREADED ROD, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
-1/2) TOP PLATE. SEE DETAIL 12/SO.1
S
(2)2x6 (2)2x8 (2)2x6
7 T,77�77-17777: F
(2)1.75xl 4 2.0E."
6X6 SYP#2 POST SET DIRECTLY _d VIM mm!*= A307 DIAMETER THREADED
% ROD TERMINATES AT FIRST FLOOR
ON STEMWALL BELOW w/ABU66. (95
__F_ Ail TOP PLATE, SEE DETAIL 12/SO.1
LI
SEE DETAIL 2/S0.1 (TYP.). IN A,k-
(3)2�6 SPF
/1 04
I N +61 SIMPSON HTT5 SEE DETAIL 15/S0.1
POS _j
_j FASTEN TOP OF OSB WALL Christopher J Sabourin PE
TRUSS F0701 ABOVE WALL PER-\ SHEATHING. FL PE#71461
I Lq So.j. SIMPSON DT72Z SEE DETAIL15/S0.1
0) DETAIL 5/
I >_ W�MS 10-4 S DATE
to X
10 04
ol-N SIMPSON LTT20B SEE DETAIL15/S0.1
F_ C14
_j 0 0 U) %-.., �5
'> 0 1
_j OS B WALL 12" LONG LIGHT GAUGE STRAP
Ld SIIIII E�THING.
04 LSTA12 FASTEN TO TOP PLATE AND STUD
0 T_ WITH 5-10d COMMONS
X
Cq 04
0�
L>Lj
V) WALL STUD SCHEDULE
0 TRUSS FB01 ABOVE
m
U-) < ____w SEE DETAIL 3/S0.1 FOR LOCATION PLATE STUD SIZE
BEAM CONN. (TYP.). HEIGHT & SPACING
(�)2x4 SPF#2 v X EXTERIOR 2X4 SPF#2 0 16" O.C. RaD ALTEIZAIMN
04 MAX
P ST. EXTERIOR 10'_1 2x6 SPF#2 0 16* O.C. CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
X
U) X MAKING AW STRUCTURAL FIELD
la,�1 :D I (2)2x4 SPF#2 C14 EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" D.C. MODIFICATIONS WHICH MAY VARY
N 6x6 SYP#2 POST SET DIRECTLY 14!-0" FROM THE INTENT OF THE ORIGINAL
POST. 10'-0* CONSTRUCTION DOCUMENTS.ANY
/-ON STEMWALL BELOW w/ABU66. INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
42)2xl --h BEING APPROVED BY LOU PONTIGO a
qf=l SEE DETAIL 2/S0.1. INTERIOR 12'-0" 2x6 SPF#2 0 16* O.C. 21 ASSOCIATES MAY RESULT IN
j7 Z Z Z 77-77=zj4& MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR
F- INSPECTION FEES.
STUD No=
e- 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
TCP LATE TO STUDS: 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
of A CONTRACTOR MAY INCREASE STUD SIZE TO MEET
C1 5600 @ 48" O.C. ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
\\-(2)2x6 SPF#2 )2x6 SPF#2 n N YELLOW PINE.
SEE DETAIL 3/S0.1 FOR I I X q-
POST. P T. > 04 - X
BEAM CONN. (TYP.). 3: 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES,
0 C14 U)
00 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS U
(3)2x4 SYP#2
< 16 x6 SYP#2 f5OST TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16- O.C.
LLI POST. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
> w/ABU66, SEE
>1 0 LU
0
ml IDETAIL 3/sO.2.
< V) I I - _ -
0 0 t- -_ MBINED USE PANEL NOTES
<I CO
wx 001 V) 0
1. EXTERIOR WALL SHEATHING SHALL BE
2x4 SPF
04 ------------ GARAGE PORTAL FRAME,
012 [g.C.0 (/o" CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
0 SEE DETAIL 3/SO.2.
V) V) " I TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
V) F1
:D TOP PLATE 0 S DS: SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
Of *31 1 1 ///) '
j__5_1DWC1 5600 48 0.C. 2. SEE SHEET SO.0 FOR WALL SHEATHING
F- z
SPECIFICAT11ONS.
3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.0 n
FASTEN TOP OF 04 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
.)-)2x4 SPF# 3/SO.O
WALL PER
OSI3 WALL >1 I < LU
P
> ! ,/I SHEATHING. DETAIL 5/S0.1.
0 GENERAL NOTES V)
X
m
< U')
C) 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. D
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
LL_ I
SIZES AND SPACING. AT 04RDERS AND BEAMS,
X V) PROMDE STUDS BELOW TO MATCH BEAM/GIRDER
co U)
Cn PLIES.
U�cq I F6-x j2- _0S_T_1 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
TRUSS FG04 ABOVE OSB WAL SHEATHING SPECIFICATIONS.
�SHEATHIN w/ABU66, SEE z
ffTAIL 3/S0.2. _j 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
(3)2x4 SPF#2 (2)2x6 SPF#2 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Ln 00
TOGETHER PER DETAIL 6/SO.O
POST. j//_P0ST. L----------I
1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
C:2)2x6-1 (2)2x8 _1/1�
(2)2x6 1/1 C(2�2x6-1/ij /1� H B4- 5. AT SHEARWALLS, PRO\ADE DIAPHRAGM 0
ATTACHMENT PER DETAIL 5/SO.1
GARAGE PORTAL FRAME, 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
SEE DETAIL 3/SO.2. TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
t 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
ANDHOLD DOWNS
2x4 BLOCKING ROOF CS-18 STRAPPING DETAIL
TRUSSES CS18 STRAP w/ 10"
END LENGTH. FASTEN ]ST FLOOR
@ 24" O.C. THIS END w/ 9-10d.
FDAMING
z
WALL FRAMING
3-10d FIRST LEVEL W/ LL FRAMING PLAN SOLE P E ANCHOR SPACING SCHD P
SHEATHING NAILER COMMONS
SCALE: 1/4" l'-O" ALL EXTERIOR WALL 42" 0.C.
UNLESS OTHER NOTED NO NAILS REQUIRED
+10'--0 FLOOR IN CLEAR SPAN
A.F.F. \4w oo CRIPPLE STUDS SHEARWA_LS 24" O.C. TRUSSES-
(SW 8d0,-V/6-) OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
@ 161, 0.C. UNCLEAR REFER TO THE
z
SOLE PLT WHEN NOTED ON PLAN WALL FRAMING-/ ARCHITECTURAL DRAWINGS OR
SEE NOTE 2
oo HEADER SEE PLAN 1. INSTALL. SOLE PLATE ANCHORS PER DETAIL CS18 STRAP w/ 10" PLAN NAM I
oo 3/sO.0 END LENGTH. FASTEN ANASTASIA
THIS END w/ 9-10d.
+8'_0 VP o" 2.' ANCHOR SPACING SHALL BE AS NOTED. FOR DESIGN/DRAWN/CHECKED
A.F.F. 3-10d TOENAILS EXAMPLE - SOLE PILT 0 36" 36' CS SSI LAP
ON-CE14TER SPACING
DATE
2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK
06.08.16
15600 SDWC SCREWS ORIENTED HEADER OVER
SCAL E
@ 12 O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN
AS NOTED
TO JACKS EACH EACH END
LPA No..
W/(l)A35
HEADER SECTION TOLL-16-00417
CONTROL No.
4172
SHEET
OFFICE COPY
S161
SHEET 6 OF 9
'6:SPF
0 F
kz
NIC,
P
Uj
.7; 7 /'
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NQTES@
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. WEN USING (2)H2.5T CLIPS ON 11/2- WIDE LUMBER. PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Associates, Inc.
TRUSS
2 6 FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
SO.1 SO.2 /—(2)H TS1 6 Ph. 242-0908 Fax.241-9557
F L:CA#8344 SC:CA#3579
L
49ftlellv ZZZI 11 1 ZZ Z Z 0,/Z A ZA ZZ Z-1,1ZA ZZZ: /W10 p9wx OZZ/1/11
L TM
V1 J,
I 1P
b
U
r6
00
SO.2
14 1
CN
FG01
0 C�l C:0 C� N N
)HTS16 JUS24 2x6 RAFTERS TAILS
THD46
S
T06 SEE DETAIL 6/SO.2. OF
- - - - - - - - Fff�
A/
T
F
Dt
6
�jj 0 JUS24
0 0 R k
Y) 00
P, <
T
FC 1�v 11 ! � 111.1 — T07 STUD DIRECTLY
OSB BL 1_�KIN LO
PORCH CEILING AT 10 Iq 1: __ — T_ TRUSS LAT
�71402M — — - I I \-PANEL, SEE 0 JUS24 SDWC15600 STUD SDWC15600
BOTTOM CHORD OF---' 3: �)
0" b < Christopher ) Sabourin PE
/X DETAIL 5E 1. TO
TRUSS SEE 2/SO.1- V) Itt M
- - - - - - - - - - 0 C� (D C� FL PE#71461
F1301 > > > >
(D I CID (0 1 1 1 1(.0 1 (0 (0 1% 11 OL TRUSS TIE DOWN WITH SIMPSON SDWC 00- P.EMSKIM
14, V IT V I
0 9 0 0 0
D T X T T 3: :r T
lo I- I— I— I— I—
T� THD46 THD46 THD46
Rafter to Top Plate shown
Z//////Z (0 0) < Truss to Top Plate similar
>1 C) C)
LIL LL Optimal 22)F
^2 N
04
'IT
SO.1 r
W
1 PORCH CEILING AT
I F
BOT OM CHORD OF
422—F07 30'
VX L TRUSS SEE DETAIL
Z/5/X/ — 2/SO.1. FIE-D ALTERAT11M
EJ07 CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY1 PONTIGO a ASSOCIATES PRIOR TO
TRUSS MAKING ANY STRUCTURAL FIELD
04 04 04 ce) q1t q1t INt L0 BELOW MODIFICATIONS WHICH MAY VARY
0 C�o CD CD CD 0 CD (D CD C) IQ= X"Max
E 07 CONSTRUCTION DOCUMENTS.ANY
LL LL LL LL LL u_ LIL U_ U_ U_ r6 FROM THE INTENT OF THE ORIGINAL
FIELD ALTERNATIONS MADE PRIOR TO
SO.2 TOP PLATE TO BEING APPROVED BY LOU PONTIGO&
SDWC15600 ASSOCIATES MAY RESULT IN
E 07 STUD SDWC15600 ADDITIONAL ENGINEERING OR
a-
(2�HTS`16 I r-- L_�
�fl(2)H f�l 6 h1glL 1. Sloped—roof rafters may be sloped up to and including
A H H H EJ07 a 12:12 pitch and must be *birdsmouth* cut.
or,/z Z_Z_Idjof f.1 z z zz 1.1AXZZZZYVZZ_ZZ1AZZZZja XZ C) 2. Reference detail 4 for installation instructions.
THD26 -�IAWMIIIL CL\
Q_ CL T P26 f
P05 FT01 -- -------- SIMPSON SDWC INSTALLATION RANGE
HD 6 THD26 LD
-a - . 1
FT01 EJ16
co�
—(2)HTS1 61 THD26 U_ 4<
HD26 JU;24
2
�FT01 FT02 2)HTS EJ 16
VF
FT03 E 6
OSB BLOCKING SHEATH UPPER WALL
PANEL, SEE---� THRU LOWER ROOF
/1 O\ DETAIL 5E/SO.1. FT03 TO GIRDER BELOW. E J 6 Lij
SO.1
FT03
STUD NOT DIRECT
BELOW
3.. FT03 Truss Connector Total List
SDWC15600
0)
T_ T-
CV) cn ce) M T H26-.3,
C".
Manuf Product Qty Uj
Note: Reference detail 2a for installation angle limit
FGQ�
2)HTS16- Ln
ir C:I 0 C) T I
77) SDWC INSTALLATION
W USP MSH422 2
UJI W LU W W
N
J_ C .�
USP THD26 6
Rafter to Top Plate shown
USP THD26-2 3
(Truss to Top Plate similar)
11, 1141 11 Uj
USP THD46 15
\—(2)HTS16 \—('2)HTS1 6
6 USP THDH26-3 1
SO.2
USP THDH28-3 1 STUD NOT DIRECTLY Ln
BELOW TRUSS
USP THDH7214 1
Do not install SDWC in
hatched area
TRUSS ROOF -RAFTER NOTES: STRAPPING, NOTE'So 0
Roof Truss Connector List SDWC15600
Produ U
1. 30-FRAP'L IRUSSES �AND ROOF RAFTERS TO BEARING
Manuf Product Qty
PlotlD Length Product Plies Net Qty ' NITH ?-1 2D' TOENIAILS� &' 1—SIMPSON SQWC1 5600 1 1/2' MIN
USP JUS24 6 Overhang
2 MAX
-CREVY UNU�Ss T! HERWI5E NOTED
F1301 22-10-00 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP 4 4
SDWC INSTALLATION RANGE
FLC OR AND R00FITRUSS PLACEMENT PLAN FLOOR AND
ip-0"
SCALE: 1/4"
ROOF TRUSS
Rafter or Truss
X"" minimum edge PLACEMENT
distance for full
values (With or --v
Splice may be in upper or PLAN
without a plate lower plate
splice)
D NOT SCALE DIMEI�ISIONS FROM
0
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
r
ARCHITECTURAL DRAWINGS OR
V from top plate
CONTACT THE E.O.R.
splice Offset
for full values STUD NOT DIRECTLY
PLAN NAME
BELOW TRUSS
ANASTASIA
DESIGN/DRAWN/CHECKED
S SSI
C LAP
DATE
06.08.16
SDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-16-00417
CONTROL No.
4172
SH EET
OFFICE COPY S102
SHEET 7 OF
L IRIS
0
JIM
F1
a. X14
(2
S C
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW -3/6 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)2xB-1/2 OF PLYS & JACK/KINC STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACKAING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
1
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
kjf
X1.1 4
A307 DIAMETER FULL HEIGHT C-
,0 E IV's
X5 THREADED ROD, SEE DETAIL 12/SO.1 a.,
A307 DIAMETER THREADED 0.
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
S
F
7 1 !77-7!77,717 V' '7.4't
7
0
SHEATH UPPER WXL
A307 DIAMETER THREADED
THRU LOWER ROOF ROD TERMINATES AT FIRST FLOOR
(95
TOP PLATE, SEE DETAIL 12/SO.1
TO GIRDER BELOW. N,
00' 00
V) V)
(2)2x6-1/1 0 C(2)2xl 2-1/2� L) SIMPSON HTT5 SEE DETAIL 15/S0.1
A
7: Christopher J Sabourin PE
F L P E#714 61
SIMPSON DTT2Z SEE DETAIL15/S0.1
STRAP HEADER PER
DAT�E
DETAIL 8/SO.O. REMSKM
SIMPSON LTT208 SEE DETAIL15/S0.1
X
04 C4
V FASTEN WALL PER
C4 12" LONG LIGHT GAUGE STRAP
DETAIL 10/SO.2. LSTA1 2 FASTEN TO TOP PLATE AND STUD
OPEN TO WITH 5-10d COMMONS
BELOW
WALL STUD SCHEDULE
CS1 8 LOCATION PLATE STUD SIZE
HEIGHT & SPACING
FASTEN WALL PER EXTERIOR 91-1. 2X4 SPF#2 0 16* O.C. FIELD ALTMAIMN
DETAIL 9/SO.A"). MAX
Of le EXTERIOR IV-1 2x6 SPF#2 0 16* O.C. CONTRACTOR SHALL CONTACT LOU
MAX 2X4 SPF#2 0 12* O.C. PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
EXTERIOR 10'-1 TO 2x6 SPF#2 016- D.C. MODIFICATIONS WHICH MAY VARY
14'-0* FROM THE INTENT OF THE ORK31NAL
CONSTRUCTION DOCUMENTS.ANY
INTERIOR 10'-Om 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
MAX BEING APPROVED BY LOU PONTIGO a
INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. QL ASSOCIATES MAY RESULT IN
MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR
>k(2)2x6 SPF INSPECTION FEES.
srda Nolm-
POST. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
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
LLOW PINE.
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
U
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SHEARWALLS Uj
COMBINED USE PANEL NOTES
x0yo 1. EXTERIOR WALL SHEATHING SHALL BE
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
CS1 8 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
SPLICE LOCATIONS FOR MUL11 STORY CONDInONS Lij
2. SEE SHEET SO.0 FOR WALL SHEATHING
SPECIFICATIONS. z
0�177,77777 3. UPPER MOST TOP PLATE SUPPORTING ROOF 4<
MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.O n
0
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
Uj
FASTEN WALL PER
GENERAL NOTES
DETAIL 9/SO.2.
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
(0 Ua SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
X
X SIZES AND SPACING. AT GIRDERS AND BEAMS,
STRAP HEADER PER
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
DETAIL 8/SO.O., PLIES.
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.
18
18
00 C(2)2xl 2-1�2j 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
T- F� Ln
U) PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
V) U)
0 C)
J# SHEATH UPPER WALL TOGETHER PER DETAIL 6/SO.O
FASTEN WALL PER DETAIL 10/SO.2. THRU LOWER ROOF 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
TO GIRDER BELOW. 3/SO.O
5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
ATTACHMENT PER DETAIL 5/S0.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
SECO D LEVEL WALL FRAMING PLAN
SCALE: 1 1'-0" CS-18 STRAPPING DETAIL
CS1 8 STRAP w/ 10"
END LENGTH. FASTEN 2nd FLOOR
THIS END w/ 9-1 Od.
WALL FRAMING-/ zo FRAMING
LU
0�j PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
z UNCLEAR REFER TO THE
Uj 0 ARCHITECTURAL DRAWIINGS OR
WALL FRAMING F-
P
R.
C,
CS18 STRAP w/ 10" PLAN NAME"--")
END LENGTH. FASTEN ANASTASIA
THIS END w/ 9-10d. r
DESIGN/DRAWN/CHECKED
CS / SSI /LAP
DATE
06.08.16
SCALE
AS NOTED
LPA No.
TOLL-16-00417
CONTROL No.
4172
SHEET
OFFICE COPY
Sle3
SHEET 8 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNEC'110N.
-----------
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 11/2 WIDE 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 SO CA#3579
to"
X� EN
16�e
S OF
�Q- Q
ill 00
16 2x6 RAFTERS TAILS
SO.2 SEE DETAIL 6/SO.2. 0 R 0
STUD DIRECTLY
TOP PLATE TO
ONAI.
BELOW TRUSS
SuWC-15600 STUD SDWC15600 11111I.-VISIMU11-
O'�/,6 00 �V
Vwv,�_,: X0 o'421'_ 7X/Z 1:�,/X/U' Mgt 2n:
1 4,6 4 4A L PE#71 61
L L L TRUSS TIE DOWN WITH SIMPSON SDWC �REASIQNS
DATE
Rafter to Top Plate shown
Q r— Truss to Top Plate similar
P f2 P co P 0 c"' 12
Optimal 22)�
0,
lot
30'
'�R
rRELD ALTERAMM
CONTRACTOR SHALL CONTACT LOU
ISTUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
BELOW TRUSS MAKING ANY STRUCTURAL FIELD
Vlvlax MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORK31NAL
0 CONSTRUCTION DOCLME S.ANY
01/
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU POI'-MGO a
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC1 5600 ADDITIONAL ENGINEERING OR
<1 L—vA— INSPECTION FEES.
1. S loped—roof rafters may be sloped up to and including
a 12:12 pitch and must be *birdsmouth" cut.
2. Reference detail 4 for installotion instructions.
+1 SIMPSON SDWC INSTALLATION RANGE
Ln
LLJ
Ll 11-7 F
STUD NOT DIRECTLY
A
BELOW TRUSS
Reference detail 2a for installation angle limit Uj
1 G: V)
OV
SDWC INSTALLATION
Rafter to Top Plate shown
(Truss to Top Plate similar)
LLJ
*KjOUV111111 MIA 0
STUD NOT DIRECTLA Ln
z
BELOW TRUSS
6
:SO.2,
Do not install SDWC in
hatched area
SDWC15600
MIN
O�veang 1 1/2
ROO : RAFTE
TR ��Jssf! R 'NOTES: STRAPPING NOTE%q� 2 MAX
111.!�i TR� ',; TRUSSES ND'�� ROOF OAF tIRS� TO.il B ARING
(IT 1 �)_D IOE AIL IMP80N,! SDW. C' 5600 SDWC INSTALLATION RANGE
2— S
CR W UNLES,� �, HER' Wlk NbTEb
if I
TO' ISS
PLACEMENT
NT P L AN Rafter or Truss
�OOF ',tjRU$5 PLA C
X*" minimum edge
SOALI�: !1/4" 1, 0"
7r If distance for full
PLAN
values (with or ---
Splice may be in upper or
Without a plate ower plate
splice)
if 00 NOT SCALE DIMENSIONS FROM
z
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
V from top plate
CONTACT THE E.O.R.
splice Offset
for full values STUD NOT DIRECTLY
PLAN NAME
BELOW TRUSS
ANASTASIA
DESIGN/DRAWN/CHECKED
CS / SSI Z LAP
DATE
06.08.16
SDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-16-00417
CONTROL No.
4172
SHEET
OFFICE COPY
6
FrP
7.
T
1ON
LLJ
0 Z
ry
LL,LL,
S104
SHEET 9 OF 9