601 COASTAL OAK LN - STRU DRAWING TYPICAL HEADER NAIUbU
g
OUBLE TOP
DESIGN SPECIFICATIONS USP CONNECT bRS TYPICAL D WINDOW SILL SCHEDULE
O.131X3m TOE NAILS
UPLIFT TYPICAL STUD NAI 2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAILING& PLATE SPLICE ROUW DROPPED HEAD MINIMUM END
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR 2x1O, 2x12 (7) NAILS 4'-0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END
2014 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 0.1310" END NAILS: FASTEN ALL TOP PLATES wl (16) 0.1310- NAILS
(4)12d TOE
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. 1 CAR SYP SPF 9- LVL, 11- LVL (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 19 V-4* (1)2x4 SPF #2 NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +16.3 (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
AREA (sf) ZONE (PSF) #a# = 4*-69# DOOR USP A35 450 450 (9)10dxl'/2" (3) 0 2x6,
DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7) -17.9 USP RT7 585 495 (5)8d EA. END 1 (4) 0 2x8. SYP#2 4. 8'-4* (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
SYP#2 DBL. HEADER -4 12#-O*l (3)2x6 SYP #2 (1)A.35 + (4)12d TOE NAILS
ROOF FLOOR 2 CAR LISP RT8A 775 650 (5)10dx11/2" 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 +15.5 USP MTW1 2 1195 860 (-�)1Odx1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS.
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)10dx1'/2" EA. END ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (1 6x7') I - SEE 5/SO.O.
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (�)`!Od EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY a Associates, Inc.
RAISED
BOTTOM CHORD LIVE LOAD 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. REQUIRED IF SHEARWALL. HEADER ARCHED TRANSOM OPTION*
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
DEFLEC11ON CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/�*O ROD TO FTG. 3. USE SYP#2 FOR ALL D FASTENED w/ 3-0.131"0"
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (1 )10d TO HEADER HEADERS ROPPED EA. END TYPICAL. Jax. Beach, Florida 32250
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 51 Soo ROD TO FTG. HEADER .-'-SHEATHING MAY EXTEND 2" Ph. 242-0908 Fax. 241-9557
0.75* MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE ------- -r V 00 01 PAST BLOCKING- WINDOW FL:CA#8344 SO CA#3579
USP HTT22 5370 5370 5/�3"O ROD TO FTG. BALLOON FRAMED FULL 71 1 -------- ED ATTACHMENTS MUST
WIND LOADING: USP PAU44 2535 54*0 ROD w/ (12)16 d HEIGHT TO ROOF OR FLOOR --__j I TRANSOM , LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A 0 LINEAR INTERPOLATION IS PERMISSIBLE. 5�f of BEARING ELEVATION, U.O.N. ON AN NT LISS FASTEN LOWER STUD OPTION PER PLAN JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 80 ROD w/ (1 2)16d PLAN. TO TALLER STUD w/
SEE RIGHT. ......
BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS 0 PLUS = PRESSURE AND MINUS = SUCTION. BRAQWG--BY-OTHER. 2-ROWS OF 10d COMS KING STUDS,
USPMSTAM24 1545 1455 (5)1/4."x2-�/� TAPCONS SEE PLAN. IM C n j, .0-7
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE
0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING SCHEDULE FOR t; 144,
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FULL HEIGHT ANCHOR SILL SIZE AND 40
BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE CONNECTION AT TWO STORY CONDITIONS, V
---------- 130 MPH w/10d MASONRY CUT NAILS D \,-TYPICALLY %" FULL PLATE NAILlb&- WINDOW SILL SEE PROVIDE SOLID BLOCKING 4C
BASIC WIND SPEED (ASCE 7-10) EACH END.
a a 48" O.C. MINIMUM. SEE HEIGHT THREADED SCHEDULE. WITHIN FLOOR SYSTEM AT ALL No. I
UPLIFT 0.1310" TOE NAILS:
IMPORTANCE FACTOR --------------- 1.00 FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O.C. (3) 0 2x4, UPPER LEVEL POSTS & JACK
MEAN ROOF HEIGHT ---------------- 25.0 FT CONNECTOR FASTENERS FL# CODE 1ANCHORS AT SHEARWALLS j I STUDS.
III a SYP SPF (4) 0 2x6,
ROOF PITCH ------------------- 5/12 .......
1 0 (5) 0 2x8. SDWC1 5600 SCREW -10 S TAT
A35 450 450 I-T
o00#
47
BLOCKING ONLY REQUIRED .8�
BUILDING CATEGORY ---------------- SEE 8/SO.O.
Z
EXPOSURE CATEGORY --------------- B
OR Cn
S U STUCCO FINISH. SOLE PLATE.
�SEE C C CHART HTS16 1150 1085 16-10d EA. END 10456.6 1 1 flies
ENCLOSURE CLASSIFICATION ------------ENCLOSED 'PLAN TPIR STUD SIZE
ABOVE FOR 'a' DIMENSION ' AND�;O.C. SPACING. A A A
�DENOTES EDGE STRIP. H2.5T 600 520 Bd�EA END 11478.3 AT SHEARWALLS AND-\ PT. SPF#2
-Odxl"/2" EA. END 10456,.3
INTERNAL PRESSURE COEFFICIENT ---------- .18 MTS1 2 1000 860 WALL SHEATHING '41
41
7-10&11/2" EA. END 13872.3
HTS20 1450 1245 24;
CONTINUOUS BLOCKING SEE DETAIL 1/SO.1
FOR SPLICING FOUNDATION, SEE PLAN F 1-
MATERIAL SPECIFICATIONS 01 MSTA24 1270 9-1 Od EA. 'END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS OPTIONS. 12m Christopher j Sabourin PE
a MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IE ABOVE. 0 80 O.t-\ MAX. V2 FL PE#71461
r- -71 WALL FRAMING AT WALL FRAMING AT SOLE P1 ATE ANCHORe
HARDWARE AND ANCHORS: HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 FLOOR SHEATH NG, I PLATE CHANGE COND11ION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE
01 8d 0 3" SEE SPECIFICATION�. I PLATE BREAK
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] 1-%'*0 ROD TO FTG. �RE"SIICIIINS DATE
ASTM A 307 OR ASTM F 1554 GRADE 36. 1 1 1 BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 32--16d TO TRUSS/BEAM 11496.2 HEADER CONDITION OR RAISED HEADER CONDITION. DROPPED HEADER COND1110N
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-%'*0 ROD TO FTG. F
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO - I TYPICAL WALL FRAMING
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSm LUS28 930 780 6-0d TO HEADER 10655.113 T
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-10d TO JOIST IN.�-O
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 10531.36 --J HOLD DOWN.
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-6d TO JOIST SEE 1/S0.1.-/01 3x3xY4* SLOTTED
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. SEE 5 0.0. WASHER PUSHED
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/s'10 ROD EPDXIED 6" MIN 10849.6 TOP PLATE. ��-TO OUTSIDE BUTT JOINT
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5 s 0 ROD EPDXIED 6" MIN 10849.6 FACE OF WALL.
EPDXY- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES* 5/8 BLOCKING ONLY REQUIRED 2* 3x3xY4" SLOTTED
SET N/A N/A SIM:ISON EPDXY-TIE WASHER PUSHED
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE 11506.4 AT SHEARWALLS AND--/ WALL SHEATHING -�/-TO OUTSIDE rREM ALTMAIMN
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/SO.1 FACE OF WALL. A
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PLAN MEW CONTRACTOR SHALL CONTACT LOU
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1�12."O ROD TO-FTG. OPTIONS. RATED SHEATHING, PONTIGO a ASSOCIATES PRIOR TO
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 GENERAL NOTES. MAKING AW STRUCTURAL FIELD
I FULL HEIGHT V-0" 1)�" SHEATHING. MODIFICATIONS WHICH MAY VARY
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY CS1 6 1705 1705 13-8d, 10852.1 SHEATHING X2" THREADED ROD FROM THE INTENT OF THE ORIGINAL
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. EPDXIED 4* OR Y2"x6* PT. SYP#2 MAX- MIN- CONSTRUCTION DOCUIVIENTS.ANY
TO BE SILL PLATE. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
SIMPSON TITEN HD.
GENE0 A CONTINUOUS EDGE w/ 13LOCKING BEING APPROVED BY LOU PONTIGO a
RAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR EARING SOLE PLATE BREAK WHERE REQUIRED BY-N�,,* ASSOCIATES MAY RESULT IN
TOP PLATE. WAU,3EE SCHEDULE SECTION MEW GENERAL NOTES. ADDITIONAL ENGINEERING OR
FLOOR SHFrATHI G SPECIFICATIONS FOR STUD SIZE INSPECTION FEES.
AND O.C. SPACING.
23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6" D.C. EDGE & FIELD . . . .. . .
WALL SHEATHING -m SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . . .... . . . . . . . . . .. . .
ROOF SHEATHING SPECIFICATION& SOLE PLATE SUPPORTED EDGES,
JjNQLL- MIN. 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 DETAILS SEE DETAILS RAISE )fi7 FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERALNOTES
8d 0 3" ON BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH �.PISTANCE
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 SPACIN Om OF ROOF EDGE). EPDXY 42" 24" 3x3xO.229" 4m 2�'
S1.01 ON S1.01 PLAN AND FASTEN
JILF_ - MIN. 15/32 G TO 4" O.C. WITHIN 4' w/8d 0 3" O.C. I I EXAMPLE OF UNSUPPORTED
I TITEN HD 42- 24" 3x3xO.229* 4* 200
O.C. WITHII ROOF EDGE). (UNBLOCKED) PANEL EDGE--,
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 -0" OF
(TYPICAL).
WALL SHEATHING SPECIFICATIONS NOTES:
0
FLEXIBLE FINISH-MIN. "1/16", 24/7-6, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8di 0 6" EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. U
WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE*CWSIDERED BRITTLE FINISH. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADjA�ENT TO NAILING TO INTERMEDIATE
FLEXIBLE FINISH L--------i L---------J L------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.---". ROOF Uj
STUCCO FINISH-MIN. 7/16". 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL I SHEATHING, FASTENED w/ 8d k6' O.C. EDGE AND 60 O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO. UPPER TOP PLATE. (LION
TRUSSES, OR
2. WASHERS SHALL BE SLOTTED. FLOOR JOISTS.
MASONRY SffaFICAMONS* SINGL 5�RY MULTY STORY
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDA��, WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 NTH A MINIMILIM,OF 28 DAY. COMPRESSIVE StRENGTH OF "X3-XY4- PLATE WASHER, A 3"X3*X1/jj* W/ 11/,"0 ROUND
3. AS AN ALTERNATE TO THE 3
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. SOLE PLATE ANCHOR DETAIL SCHEDULE
TYP. WALL SECTIONS / 3 ROOF AND FLOOR SHEATHING NAILING
CONCRETE MASONRY UNITS (CMU): SCALE: 3/4." - 1'-0* SCALE: 3/4" 1'-0"
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL V-O 10/
REINFORCEMENT IN 5'-Om MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0 U
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 RUNNINC BONDS, STACK BOND SHALL NOT BE
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALI- BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 11/2 11/2
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 INSTALL14G CORNER BARS, MINIMUM�OF 40 1 BAR (3) ROW OF 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT !-REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF.'SHALL BE INCREASED AS"NOTED ON 2 PLY NAILS 0 8" O.C.-\
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6... BEAM.
SIMPSON 2x4 BLOCKING
CLAY MASONRY (BRICIKL SEE ROOF Xk r3 PLYBEAM. ON N 04 024" O.C. FASTEN
BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SDWC1 5600 'N�L2x4 MEMBERS: EACH END w/3-1 Od
FRAMING, (1) ROW OF 10d TOENAILS. Uj
CONCRETE SPECIFICATION& PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4* O.C.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF-2000 PSI AT 28 DAYS DETAILS. v TO TOP OF TRUSS AS SHOWN. AT 12" O.C. 9
PROVIDE 2x4 BLOCKING
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 1.� %-� EA. SIDE. 9X§
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE It (2) #OW OF 10d
(3) ROWS 12d STUD BELOW 4-10d
GEN RAL NOTES: SPECIFICATIONS BELOW. NAILS 0 4* O.C. LOWER TOP
HEEL l'-O" AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS
FOOTING AND FOUNDATION&
PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES.
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION RIEPORTIS RECOMMENDED TO VERIFY SUITABLE SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION
ORTHOGONAL VIEW
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�.E (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO,FIT- 2x4 OR 2x6 POST CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. CORNER
WITH GAP SHOWN.
< Uj
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS. STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOTSCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 6-Y;' 6-1
FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN. BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION is N6T -SIMPSON z
I TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC`15600-N�1, ENGINEERED WOOD ENGINEERED WOOD
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN ASSHOWN
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 I CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS. SF EATHING MAY SDWC1 5600 CONDITIONS CONDITIONS
SIMPSON TERMINATE AT SIMPSON_/ SEE ROOF
CONCRETE SLABS ON GRADE* SOWC15600 TC P OF DBL. SDWC15600 FRAMING 3-PLY 4-PLY NOTES:
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN S TC P PLATE. SEE NOTE 1. PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 0
TERMITES. SAWCUTSe FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR 'ALTERNATIVE METHODS. EENOTE:1. 14JL DETAILS. 14" LVL AND GREATER 2. DENOTES 3"xO.131* GUN NAILS 0 6" O.C. VERTICAL.
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'- NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
HEEL < 5- 1. TYP. CONNECTION AT STUD COLUMNS,
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 C014TACT WITH MASONRY, CONCRETE OR 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN.
STAINLESS STEEL. 1. - TOP PLATE TO STUD 13DWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS.
2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINFERED WOOD TRUSSES* AT TOP �LATE TO STUD, SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
IN
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 15 INSTALLED AT ALL TRUSSES AS ROOF TRUSS CONNECTION t7 TERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNEC71ONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND BUILT-UP MEMBER FASTENING
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.m ATMULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH I LISS. WHEN USING (2) STRAPS ON
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER.
KING STUD TO TOP LATF- TRUSS TO PLATE:
DESIGN
ROOF COVERING SPECIFICATIONSw SDWC1 5600 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
ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLA11ON MANUAL" AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS. FOR GABLE ENDS.
SDWC1 5600 SCREW
NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING:
WATERPROOFINGe AND
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATI ON OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
THAN 4-6" FOR GABLE ENDS. 0
I GENERAL
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK F m .1 q - PLATE TO HEADER:
;, 1 1, STUDS SEE PLAN I I KING & JACK_/ SDWC SCREW 0
MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL il STUDS SEE PLAN 24" D.C. NOTES
TYPE 13UILT-UP POST IN THE WALL (2)12d TOE HEAD QE- SILL
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12m STAG. NAILS E.E. PLATES SEE\ HEAD Qjj SILL DO NOT SCALE DIMENSIONS FROM
L31/2 x31/2 x/4 4" 6#-0" GABLE X-BRACEt SEE DETAIL 1 O/S0.1 (MIN) SCHEDULE 2XIS WALL THESE DRAWINGS.IF A DIMENSION 5
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 6n -1/2 HEADER SIZE, JACK AND KING STUD PLATES SEE UNCLEAR REFER TO THE
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS L 4 x 3/2"X/4 80-0" DESIGNATES SHEARWALL. THE HIS QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW. -ROUGH OPN'G, SEE ARCH SCHEDULE TRUSS TO PLATE: ARCHITECTURAL DRAWINGS OR
L 5 x 31/2-X 1/4 6" 10'-0* --------- HIDDEN LINE DESIGNATES SIDE OF
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- SW WALL THE SHEARWALL SHEATHING PLA-ffS- SEE CS18 STRAP w/6-10dxlh* -ROUGH OPWG, SEE AR-CH SDWC SCREW
1-601/2"x/4 6" 12'-Ow TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
NAILING: PLAN NAME
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 16'-Ow 8dW-/6- DESIGNATES 8d COMMONS 0 3* KING STUD TO BOTTOM PLAIE ATTACHMENT CAN BE INTERIOR OR
2"X/4 6" O.C. EDGE & 6* O.C. "IN THE CONNECTON: � IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
L7x3'/ STRAP NOT REQUIRED AT THE rSAN TROPEZ - CARIBBEAN)
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS- FOLLOWING: GABLE ENDS OR-\ PLATE TO HEADER: DESIGN/DRAWN/CHECKED
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION A
r[:;;�_BRICK ADJ ADJACENT L 30 - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 CS JB /LAP
(2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM h ANUF - Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS U-
JOIST/TRUSS TO PLATE TOE N Al L 24" O.C.
PAINT. WEATHER BOT BOTTOM WALLS 2X4 WALL DATE
MONO - Monolithic THAN 3-6"
RAFTER TO PLATE TOE N Al L (3-8d) 3-GUN NAILS
BARRIER BRG BEARING C - On Center
2. LINTEL MORE THAN 8'-0". SHOULD HEADER FASTENING SECTION 05.17.16
JACK RAFTER TO HIP TOE N Al L (3-10d) 4-GUN NAILS BE LATERAH Y SUPPORTED NOT TO CMU CONCRETE MASONRY UNIT OSB.� Oriented Strand Board
I I i lk
DBL DOUBLE F ERP Perpendicular I A A Tm A SCALE
ROOF S DIA - DIAMETER F RE ENG - Pre Engineered
LINTEL ir j-
4'
2" CS18 STRAP W/6-10DX1)!r
RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAIL EXCEED 6 FT. O.C. w/ 2-1/4x3" WD.
SCREWS INTO HEADER PROVIDE A '/ i EA - EACH F SF Pounds per Square Foot
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE ATTACHMENT LPA No.
VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EE - EACH END F Sl Pounds per Square Inch 00 NAILS EACH END. STRAP ATTACHMENT CAN BE
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-16-00375
EQ EQUAL Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR NOT REQUIRED AT THE FOLLOWING:
3. BRICK VENEER ATTACHMENT. Of' PER SCHEDULE STRAPPING NOT REQUIRED BLOCKING FASTEN
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24- O.C., VERT. EXT EXTERIOR INF - Reinforce LOCATED WITHIN 6" AT LOWER LEVEL HEADERS-,121.- w/8-10d COMMONS GABLE ENDS OR CONTROL No.
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 0 81* TIES 0 12* O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE r �' Square root STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS 4590
WIND-ZONE VERT. TIES 0 16" O.C.). FDN FOUNDATION PF -Spruce Pine Fur HOLD DOWN IS ':SPECIFIED MULTISTORY THAN 8' OR OPENINGS LESS
NAIL SPECIFICATIONS SEE PLAN BRICK LINTEL, FT - FOOT SYP r- Southern Yellow Pine SINGLE STORY MULD STORY THAN 3'-6" SHEET
AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE (STACKED END
FTG FOOTING THRU 7� Throygh
3"xD.131*0 = GUN NAILS 2*xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/ja*0 WEEP HDR HEADER 1 YP Typ.ical , WUSTACKED WNQQWS) IREMEM FOR CODIE COMPUANCIR
2"xO.113"0 = 6d 21/,,mxO.131"0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECION MEW HORIZ - HORIZONTAL Unless Otherwise Noted to'7� TYPICAL HEADER STRAPPING
8"0 = 10d V/2"4.162*0 = 16d FLASHING. eify W
3"xO.14 OF BRICK UNTEL LBS POUNDS Vertical �SO.O/ 101-Pat"1111110BETH Soso
11/2"xO.148"0 10dx11/2" 11/2*xO.131"0 8dxl'/2" Welded Wire Fabric SEEPERWMFORAODMOb"
SLIM SHEET1 OF9
40,C-4-=---1 U
P
RM TR rAR H
C
TRAN
OPTI C
SEE I
7"'s a
rl c
OFFICE COPY
IDAM-
j 2.3 L&
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER
FASTENED TO TOP- PLATE wl 10d 0 4" O.C. WALL SHEATHING
PLATE wl 1 Od 0'3" O.'C
8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
-4- TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD wl 3-16
---N-NAILS AT EA. FRAMING INTERSECTION.
6"
(MIN. OF 6-16d BETWEEN EACH TRUSS)
DBL. TOP MA NOTCH HEADER
BLOCKING ONLY REQUIRED y EL =L_n------ ----------- - PLATE BELOW TOP PLATE
AT SHEARWALLS AND Lou Pontigo and
STUCCO FINISH PORCH SHEATHING, HEADER
I Associates, Inc.
5-8d COM \SEE SPECIFICATIONS .9-11 PORCH
EACH SIDE BELOW 0 HEADER,
OF SPLICE 16d COMMONS B-GUN NAILS---
16d COMMONS 0 8" O.C. 2x4 SYP#2 HORIZ. BRACING 0 0*1 SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
0 8, 0.C. SHEATHING SPLICE 24" O.C. BETWEEN OUTER WALL- PORCH PARALLEL HEADER & SUPPORT FULL HEIGHT DETAIL E3
& FIRST INTERIOR TRUSS. NAIL -4- M WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Jax. Beach, Florida 32250
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0-1310" NAILS PERPENDICULAR STRAPS HOLD DOWN AT _41\_MIN. (2)2x4 WOOD Ph. 242-0908 Fax.241-9557
BOARD (TYP) 30 O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SO CA#3579
BOARD (TYP) WALL
EACH SIDE FLOOR OPTION A TO PORCH HEADER. SHEATHING-\
------------
FLOOR OF SPLICE TRUSS
24" 16 GUAGE POST BASE:
TRUS STRAP W/1 1- -POST 24" 16 GUAGE 4x4 POST-ABU44 STUD WALL FRAMING
OR JO OR JOIST. 2x4 SYP# I BELOW STRAP w/11- 6x6 POST:ABU66 '-W/ 2x SOLID BLOCKING
SHEATHING SPLICE DIAGONAL 10dx1h" EA. END
IST. LSTA12 FOLDED OVER TOP AT SHE
FLOOR
SES TRUSSES 2
FASTEN EA. 10dxlX" EA. END 8d COMMON WIRE NAILS ATHING EDGE
DOUBLE TOP PLATE PLATE w/5-10d NAILS Or of
END W/ 3" 0.C.
PORCH. 0. INTO TOP PLATE & 5-10d E
OSB or PLYWOOD w PORCH HEADER, SLAB .4- V
RIM BOARD Y4� 3-10d COMMONS j F\1/1 0, HEADER NAILS INTO BEAM. SPACE 0
SEE PLAN_\ r_ I A\I .. 40
SHORTER THAN HTS1 6 MAX 0 48" O.C. OMIT IF WALL
FLOOR SYSTEM. ALIGN CEILING SHEATHING IS INSTALLED No. 6
WALL FRAMING_/ WALL FRAMING STRAPS MSTA24 ROD ROOF TRUSS
WALL FRAMING VERTICAL JOINTS WITH LINE STRAPS EPDXIED 6" MIN ON FACE OF BEAM OR JOIST_-�,,�
WALL SHEATHING _1 FOR PERPENDICULAR a 00
SHEATHING SPLICE JOINTS INSTALL FLOOR TO TRUSS CONNECTION 110
SEE DETAIL 8 ABOVE. C:)
PLAN MEW OF ELEVA11ON \AEW OF r-4
S E F
FLOOR S
PORCH HEADER PORCH HEADER
TRAPPING PER 8-GUN .0p
-8d COM
ARED 5
BLOCKING ONLY REQUIRED
OPTION 1 OR 2 NAILS CONTINUOUS 2x6 SYP#2 0
AND 9
AT SHEARWALLS EACH SIDE AT POST AT POST LEDGER FASTEN WITH 00".
FULL HEIGHT
STUCCO FINISH OF SPLICE a&I m a Q
ANCHOR OR DTT2Z 5-0.1310" EA. STUD.
0P110N 1 0131DOR
APA RJM-UQAkD OPTION FLOOR TRUSS PARALLEL, P01iCH SHEK 'tNG 1,4PECIFICATIONSe HOLD DOWN AT MIN. (2)2x4 WOOD
OVER LAP SHEATHING 1W1jj%1
j,
1/27 GYPSUM!(WATEF! PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
OPTION B
OR. TOPORCH HEADER.
N OTE 1: DETAIL A
C h r i s t o p h e r j S a bou ri n P E
(OR GREATER),M13 OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3.
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED WHEN 4 WALL ADJ. TO ROOF CONNECTION FL PE#71461
f_7� FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS /73�TYPICAL PORCH BEAM CONNECTION
SEE CONSTRUCTION SPECIFICATIONS FOR ROOF
\,SO.1,/ \LO AND WALL SHEATHING AND STUD FRAMING. REMSK)NS DA-M
SEE DETAIL 5/SO.1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS 2-SIMPSON H2.5T. -4-
TRUSS.-\ BOT. CHORD w/ O.131x3" 0 3" O.C. ROOF A B REM ALTERAnON
2x4 SYP#2 CATS AT 120'- FLOOR OR FASTENED TO SHEATHING wl 8d 0 3" O.C. TRUSS. tt- ----------t CONTRACTOR SHALL CONTACT LOU
,/---ROOF TRUSS. SDWC 15600 ------4 4----------4 PONTIGO a ASSOCIATES PRJOR TO
O.C. FASTENED TO TOP_ 61
PLATE w/ 4-0.1310" SHEATHING FASTENED TO 0 32" O.C. MODIFICATIONS WHICH VARY
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS FROM THE INTENT OF THE ORIGINAL
T T X1 I SHEARWALL---N CONSTRUCTION DOCUMENTS.ANY
_16" MAX. OSB WALL FIELD ALTERNATIONS MADE PRIOR TO
FASTEN CATS EACH END w/ it - /--SHEATHING C C BEING APPROVED BY LOU PONTIGO a
2x SYP#2 CONT. ATTACH ASSOCIATES MAY RESULT IN
TO TOP PLATE AND TRUSS
3-0.1310" COMMON TOE NAILS
w/ 0.1310" 0 3" O.C. EDGE OF
2x MAY OVERHANG TOP PLATE. SHEARWALL-//
_U _1 SAID.
SHEARWALL ORJU SHEARWAI I Bd@3 SW 8 @3
EXTERIOR WALL ROUGH OPENING, SEE ROUGH OPENING, SEE 11,11100
ALTERNATE B ALTERNATE C RNATE fa PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST 'TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2-CS15
ALTERNATE A STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
UPPER TO LOWER S7UDS UPPER TO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
7/ OSB DIAPHRAGM FASTEN ROOF FLOOR D K_\ 10d 04"O.C. SW 8dO3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
-$_ TRUSS. FLOOR (8)- ENO 5�JDS TO FOUNDATIION (8)- END STUDS TO FOUNDAVON
TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS 2!rb Z:b TRUSS. "SW 8dO3/6: HTT5 OR HDU5 'SW 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION
0 3" O.C. FASTEN TO TOP LEDGER FASTENED
CONNECTION CONNECTION
PLATE w/ (2) ROWS 7& OSB TRUSS WEBS WITH`_ WE PLATE ANCHORS SOLE PLATE ANCHORS UPLIFT CONNECTOR UPLIFT CONNECTOR
OF 8d 0 3" O.C. BLOCKING w/3-0.13lx3" kRWALL NOTES: aE SCHEDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT
PANNEL A'FLOOR COMMON. 1. T ROOF TRUSS, A H2.5T 0 32" O.C. TOP & BOT
2x4 SPF T T CONTRACTOR MAY SHEARWALL NOTES
SYP#2 2x4 NAILER FASTENED ALL AROUN FIRMING
CHC OSE A,B,C,D, OR G. 1. PROVIDE 7,46" OSB SHEATHMIS WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PLAN B Uj
To TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12*il PROVIDE 2x BLOCKING AT ALL, PANEL EDGES.
C (1)MSTA24 STRAPS C (2)CS1 6 STRAPS
O.C. FASTENED TO TOP
(2) ROWS 0.1310" 0 3" O.C. 3-0.1310" NAILS 0 6" O.C. 2. L SE ALTERNATE A.
INTERIOR �I* I D
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 FULL HGT THREADED ROD SEE PLAN
SHEARWALL COMMON. ENDNG BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N)l OR HTT4 HOLD DOWN AT BASE (U.0 N)
Sw- SHEARWALL OR
\_5716d NAILS EXTERIOR WALL TRU SSES. 3. FASTEN'ALL INTERIOR SW..TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE Q ALTERNATE E (TYPICAL) ALTERNATE F 3. LSE ALTERNATE
E & FFORFLOOR 4. INSTALL INTERIOR F001ING BELOW SHEARWALL PER DETAILS ON S1.O
SS A17ACHMENT "%%\ _TY jq;�� HEADER TIE DOWN
tl� SHEARWALLATTACHMENTATROOF Et FLOOR PICAL SHEARWALL ELEVATION
PROVIDE SOLID BLOCKNG WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
r3k,SO ij
L4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE 950ACING NOTES AND CATIONS Uj
8d COMMON NAILS 2x4 SYP#2 OUTLOOKERS Ln
AT 3- O.C.(TYP)71 ROOF NAILS (TYP.) 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3
EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (LION)
AT 16" O.C. AT 16* O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRA R 2.)BRACING LUMBER SHALL INTERSECT
w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER
ROOF SHEATHING
AILL TO BACKSIDE OF WEB.
ED TRUSS ENGINEER.
OVERFRAME RAFTERS. SEE PLAN. 0 LIJ
2X6 3.)PERMANENT PERMANENT BRACING
BRACING APPLIED TO -1 WHERE NOTED ON TRUSS MFR. SHOP
FRONT SIDE OF WE
ANGLE (p Z
ROO TRUSS ROOF TRUSS BS. DRAWINGS. THE CONTRACTOR SHALL
SIMPSON H3 w/ 10-8d COMMON BRACE
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER I I PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO 1.1 BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 f MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME P-O". I I CHORDS AND ATTACHED TO EACH
RAFTER LENGTH LENGTHS > 8 on. T-BRACE TO BE THE 1-1 TRUS WITH 2-8d COMMON NAILS. AT
A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE. SPECIES. I I GABLE END WALLS PROVIDE DIAGONALS
PRODIDE MTS12 OR CS16 DIRECTLY 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB
VERTICAL 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE 101 AT END WALLS PROVIDE DIAGONALS
VERTICAL ROOF MEMBER. BETWEEN OVERF�_AMING RAFTER GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED.
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 11 (APPROXIMATELY 45%) TO THE
AND ROOF MEMBER. END W/ 3-10d TOENAILS
LOCATION. LE MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6-1/4mOx6m SIDS SCREWS 101
BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
776-1250 2x8 wl 8-0-1310- 2346-3125 2x12 w/ 8-1/4"OW SDS SCREWS BLOCK TO DBL TOP AS SHOWN. I I TO FORM A ZIGZAG PATTERN ALL
1251-1540 2x1O w/ 10-0.1310" /-PLT W/ 2-H2.5T
CONSTRUCTED OF THE SAME BRACING
1540-1850 2x12 w/ 12-0.1310- MATERIAL THIS REQUIRMENT IS NOT
P TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO
ROVIIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT ALONG EXTERIOR WALLS PARALLEL TO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED �T, 1 0.1310" TOE NAILS 0 8"O.C.
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, f N FROM BOT. CHORD OF TRUSS OTTOM CHORD BRACING PROVIDE
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 BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d j LSTA12 0 48" O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM- COMMONS 11\1"-TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. . ., -.4- TYPICAL
SDWC15600 0 36" O.C. OMIT IF
WHEN 8 LEDGER CONNECTION WHEN 9 DECK LEDGER AT OVERFRAME RAFTERS i�O GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING
TRUSS TO LEDGER CONNECTION BY TRUSS SOA USE THIS DETAIL TO FASTEN OVERFRAMIED ROOFS, VALLEYS. ETC. Val,/ NOTES: 1. SPACE GABLE END BRACING 0 4*-6" MAX. \1�1 SCALE: 3/4" 1'-0" MIN 2 PLY STUD MIN 2 PLY STUD FRAMING
SOA ENGINEER. NOT SHOWN FOR CLARITY !2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS
-D DETAILS
TO SISTER A TO SISTER A
-A--- OR BEAM GIRDER TRUSS
FULL HEIGHT MIN 2 PLY 36* LONG STUD 36" LONG STUD OR BEAM
WASHER PLAN 1XI
ANCHORING SPECIFICATION5- (lMSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12
F STEN w/1 8- FOLD OVER TOP PLATE SIMPSON HTT5 OR
@ 10 FOLD VER TOP PLATE (2)MSTA24 STRAPS 11 0.1310" GUN O.131x3* GUN NAILS
ANCHORING SYSTEM* THE THREADED ROD ANCHORING 10d (2)MTS12
NAILS
0.
TICALLY AND ATTACHEDTO THE
SOLE FULL HT. TOP PLATE. RODS. ORIENTED VER
UPLIFT PLATE DOUBLE FULL HT. SYSTEM SHALL CONSIST OF %-0 A307 THREADED FASTEN w/18_10d HDU5. FASTEN N, SIMPSON DTT2Z (2)MTS12
ANCHOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE 26-10d COMONS
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x )67 STEEL WASHER. W/8- Y4"XlX* THESE DRAWINGS.IF A DIMENSION 15
PLATE SDS SCREWS UNCLEAR REFER TO THE
0 FULL HEIGHT
-WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 \..,�SIMPSON ARCHITECTURAL DRAWINGS OR
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FUI L HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD_/ (2)H2.5T \\-(2)H2.5T CONTACT THE E.C.R.
WITHIN 6" OF
FULL HEIGHT _J ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD� - ), MINIMUM
)j" THREADED ROD
GIRDER (SEE PLAN)
I Y AT 2ND STORY
I PLAN NAME
TURN TITEN HD %" THREADED EPDXIED 4*
DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY TUD STUDS PROVIDE
FLIEVATION ROD EPDXIED
SEE PLAN SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER� /-COUPLER 11GHT TUD STUDS PROVIDE 2 CS1 8 STRAPS AN TROPEZ - CARIBBEAN
THREADED ROD PROVIDE A HOLE IN THE PLATE 34" LARGER THAN THE 2 S PLY -.0 MIN. 2 S PIL L rs
....ZZZZZZ= (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS J 7.5" MIN h" THREADED ROD AT BASE OF STUDS
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 0 4EPDXIED 4" MIN. DESIGN/DRAWN/CHECKED
AT BASE OF STUDS
(OPTIONAL, LOCATE ---- FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER _01 II(FLOOR TO F��R) MINIMUM (FLOOR TO FLOOR) ji CS / JB /LAP
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE %" RODS THD37634RC (W_x6%7)
VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO -2 PLY HOLD DOWN SEE PLAN:
A
AT SILL PLATE AT TOP PLATE AVOID CONFLICTS NTH FLOOR AND WALL FRAMING. STUD /-%* ROD = DTT2Z
7W NUT ABM M UPPERMOST RATE SMAIL K SIMPSON DTT2Z ROD = HTT5 05.17.16
SEMM OVER: 1HE WMER TO A SNUG-MW -W/8 % 0
FULL HEIGHT ANCHOR INSTALLATION CHART WX0C TT5
H
FLOOR CONDMON PWS ONE-HALF IM OF A STANDARD SDS SCREWS BUILT-UP POST, BUILT-UP POST. SCALE
WRENW (APPROMATELY 30 FT.-M OF 7011VME� SEE PLAN. SEE PLAN.
FRAMING ON TO SHRMCAM AND WRESSM OF SUMM AS NOTED
THREADED L
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE cONTRACTORS StALL IRE-11MIN NUT TO 30
LPA No.
0
HOLE HOLE SPEC. DEPTH DISTANCE FT.-UM OF TORCIUE AFTUt ALL TRADES ARE
THREADED ROD--- FOUNDATION,
V2*0 2x2x'/a 0 4* 4" COUKETE AND TO 10"UN. TOLL-16-00375 m
SEE PLAN PER PLAN. 3/8 1/2"0 2w Y
3 H TT5 or H DU 5 QTT2Z CONTROL No.
/8 /4 mo 3x3x'/4* 7.5* 12" 2V EPDXY ANCHORING. ALL THREADED RODS SHALL BE OPTION 1 OPTION 2 0
EMBEDMENT 5 DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR
DEPTH 4590
MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT TR CONVENTIONAL
FU LL
REQUIREMENTS HEIGHT ROD FULL HEIGHT ROD
FULL HEIGHT ANCHOR SHEET
WALL SECTION THREADED ROD INSTALLADON CHART %of FOLL HEIGHT ROD ALTERNATE
HOLD DOWN ATTACHMENT DETAI14
rl 4 FULL HEIGHT THREADED ROD WHEN 16 GIRDER BEAM STRAPPING
LL ANCHORING SYSTEM t*073� ATTACHMENT� ;
FULL HEIGHT WOOD FRAME WA i - so*]
kSo.l,/ THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN ALTERNATE S DETAIL ONLY APPLIES WHEN NOTED ON PLAN
SHEET 2 OF9
T
(2)MST�
I STRAPS
N
SHEA-
8(
5- owcmi �Ak'mxk
Tr A rL
S,
F
H2.5T TOP &
OVERLAP SIDEWALL
BOTTOM 0
TOP PLATE 32" O.C. CRIPPLE
STUD
OF
GARAGE GARAGE HEADER,
HEADER
SEE PLAN
ALWAYS PLACE, GOAL POST. FASTEN TO STUD
HEADER AT Lou Pontigo and
PACK NTH 2—ROWS OF 16d
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. Assoc i a tes, I In c.
1,1�2)20ga STRAPS OPENING
HEADER TO JACK
ATTACH GARAGE DOOR THRU
420 Osceola Avenue
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO jax. Beach, Florida 32250
H TT5 W/ GARAGEHEADER,\
STUD PACK, PER GARAGE DOOR
(2)2x6 JACK STUDS THREADED ROD SUPPLIER SEE PLAN Ph. 242-0908 Fax.241-9557
A- EPDXIED 12" FASTEN POST TO F L:CA# 8344 SO CA#3579
HTT5 w/ GARAGE HEADER
(2)2x STUD CORNER---N W THREADED ROD 0 z 2 w/ (3)MSTA24
0 EPDXIED 12"
0
P.T. SOLE PLATE—, -V---------
0oo
GARAGE HTT5 w/
SOLE PLATE] f*,f0wG;f.q .
FLOOR ANCHOR THREADED ROD PACK SOLID **,+
w/LUMBER
EPDXIED 12" 6x6 SYP#2 POST. FASTEN POST
SOLE PLATE
_/ A TO FOUNDATION NTH SIMPSON
46
ANCHOR ..4 GARAGE WING WALL SECTION No. 4
THICKENED SLAB EDGE ABU66 & 5/a"O THREADED ROD
AT GARAGE OPENING. EPDXIED 8" MIN.
STAT
77,777-
f
D
'A. E
4
NOTES: GARAGE bOEN IN .
F
1. ALWAYS PLA6E' GAR 7 AGE HEADER AT TOP OF ROUGH OPENING.
44
A
GARAGE WING WALL ELEVATION
q
Chri stop her J Sabourin PE
FL PE#71461
GARAGE CENTER WALL FRAMING R'EVM N S DATE
VMN GARAGE HEADER FRAMING r2
SCALE: 3/4" V-0"
j
FOR RAISED HEADERS, STRAP THE TOP H2.5T AT r"RELD ALTERATION
PLATE TO HEADER WITH LSTA12 0 32" O.C.
ROOF FRAMING CONTRACTOR SHALL CONTACT LOU
IN LIEU OF THE H2.5T STRAPS 0 0 PONTIGO F2 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
ROOF MODIFICATIONS WHICH MAY VARY
FRAMING FROM THE INTENT OF THE ORIGINAL
0 0 0 0
4 BEING APPROVED BY LOU PONTIGO
STUD TO TOP PLATE& ASSOCIATES MAY RESULT IN
SDWC1 5600 SCREW. ADDITIONAL ENGINEERING OP.
2ND STORY 0 32" O.C. INSPECTION FEES.
LT7
TOP PLATE ELEV.
STUD TO TOP PLATEe
SDWC1 5600 SCREW. 4 11 SPLICE 2x6 x 4'-6" P.T. SYP NO.2
o 0 320 O.C.
EXPOSED RAFTER TAIL TO EACH ROOF
TOP PLATE TO STUD STUDS TO TOP PLATE STUD TO BOT PLATE@ TRUSS 0 24" O.C.
H2.5 T 0 32" ON—CENTER SIMPSON H2.5T ROT PLATE TO TRUSS SDWC1 5600 SCREW.
0 32m O.C.
4%4h" LAG SCREW
WITHROUND Wi0
TOP & BOT. OF kSHER z
CK STU D CRIPPLE STUD ATEACH FLOOR TRUSS
0 32" O.C.
MSTA24 STRAP EACHj .10 (09
"o
SIDE OF HEADER
PRE—ENGINEERED
--------- WOOD ROOF TRUSSES. N, 2x SPF BLOCKING
12d COMMON RIPPED TO FIT
AILS WITH GAP SHOWN Uj
WIRE N
STUD TO LOWER FRAMINGs 0 4" O.C. Q-
BOT PLATE TO FRAMINQ_ STAGGERED <
MSTA24 OR CS16 STRAP RFj QW CS180 32w O.C. SOFFIT, SEE
0 32" ON—CENTER
STUD TO SOT PLATE! ARCH.
SOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW.
Wx4h" LAG SCREW 0 320 O.C.
WTH ROUND WASHER DOUBLE—/f4
OF WALL SEGMENT AT EACH FLOOR TRUSS---,\ TOP PLATE 1x4 P.T. SYP LU
(2)MS24 OR (2)CS16
STRAPS EACH END—\ I H V-4- FASCIA
2ND FLOOR ELEV. SHEATHING MAY
-AF
TOP OF DBL.
TOP PLATE.
KING S71JD TO LOWER FRAMING WOOD BEAM J
(2)MSTA24 OR CS16 STRAPS TRUSS OR BEAM PARALLEL TO WALL ABOVE
RAFTER TAIL DETAIL
CONVENTIONAL STRAPPING TO BEAM BELOW 4 WALL S�RAPPING DETAIL r5 WALL STRAPPING DETAIL 6
SCALE: 3/4* V-13" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \Z2..2j SCALE: 3/4* V-0"
0 Uj
CP Z
PORCH BEAM SUPPORT POST
IF 4x4 IS SPECIFIED ON PLAN,
MIN. (2)2x4 PT SYP #2 USE (2)2x4 SPF#2 SUPPORT.
IF 6x6 IS SPECIFIED ON PLAN, WALL
24" MAX.
USE (3)2x4 SPF#2 SUPPORT.
12" MIN.
RATED WALL SHEATHING w/ /I--
8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS1 8 w/7-1 0dx%'
SUPPORT POST w/ (2)HTS20. EACH END 0 48"
0
O.C. STRAP CAN :EE
ATTACH SUPPORT POST TO INSTALLED EITHER
SOLE PLATE
FOUNDATION WITH HTT4 FACE OF $TUD CS18 w/7-10dx1V
ANCHOR EACH END 0 48"
5/8"OxV EMBED EPDXY ROD. U.O.N.
w/ C.C. STRAP CAN BE
SYP#2 PT SOLE PLATE�1�
INSTALLED EITHER
BOX COLUMN FACE OF STUD
MAY BE USED IN LIEU OF 4x4 OR 64. FLOOR FLO 8d 0 3"! FLOOR
WATER PROOFING AT
TRUSSES TRUS�,3 TRUSSES MISC
,OR JOIS. JJY OR JOIST.
LOWER PORTION OF OR JOIST.
BOX COLUMN BY BUILDER
IIF PT MATERIAL IS NOT USED. FRAMING
Ink
BEAM SE
oPnON A OP I 1 0 Ul LJ
OVERLAP PLAN!
STRAPPING
SHEA ING opnON Q
!'DROPPED BEAM
BOX COLUMN DETAIL MEN 8 WALL STRAPPING OVER BE M
0
so. THIS DETAIL ONLY APPLIES WHEN NOTED Qq PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OP.
PLAN NAME
EAN)rSAN TROPEZ — CARIBB
DESIGN/DRAWN/CHECKED
CS JB LAP
DATE
05.17.16
SCALE
AS NOTED
LPA No.
TOLL-16-00375
CONTROL No.
4590
SHEET
OFFICE COPY S002
OF 9
SHEET 3
I Kim
0�
*+
71 f
ON
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
F7m
STEPS BY BUILDER.
S1.01 Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Assoc i a tes, I n c
_71 420 Osceola Avenue
I jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
I F L:CA#8344 SO CA#3579
0011
OU S1.01
PAVERS ads
BY OTHERS
MONO FOOTING TO STEMWALL E�s
w/ 2-#5x3O" DOWELS No.7 6 66
4
EPDXIED 6" MIN (TYP.). �j 01
S1.01 F2.5
P
17
STAT
A,
0, 04
------- --------- -------- "W140RI Q
- - - - - - I - 1 17 1 - - - - - _ - _ "814208
Christopher J Sabouri n P E
FL PE#71461
F I
-ALV1 RIP 11110 REVSMS DAM
1z"-6"" LO 120-411
S1.01
IN
X61 S1
7B �_Vi
1.01 S1.01
Nl��o/1
6
r- Li F2.5
r2j
FIEM ALTMAnM
CONTRACTOR SHALL CONTACT LOU
2 PONTIGO a ASSOCIATES PRIOR TO
0 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
HF3.5 FIELD ALTERNATIONS MADE PRIOR TO
L0 BEING APPROVED BY LOU PONTIGO&
0 ASSOCIATES MAY RESULT IN
7/=mm-1 1 ADDITIONAL ENGINEERING OR
of INSPECTION FEES.
5 -1 J* T_ 6
S1.01
121-3ff
LO MONO FOOTING TO STEMWALL
V_F W/ 2-#5x3O" DOWELS
oo 6
LF3.0 EPDXIED 6 MIN (TYP.).
S1.01
-T
J ......... to
�7
IL
9
S1.01
do,
F,
6
S1.01
SAWCUT
1-4
P OVIDE 2-#4x4'-O P) I -
RNER CRACK BARSI
AT SLAB MID-DEPTH.
Lf)
12 -4
6
D
\'S1.01)
.5
F2.5�
0
Uj
< 2.5
V)
-ALV1
V_ SAWCUT
3 1 - - __ - - -
MONO FOOTING TO
STEMWALL wl
2-#5x3O" DOWELS
Q EPDXIED 6"' MIN.
F1
PAVERS
BY OTHERS Si-C
_j
-7i
S1.01
10B 10B
Li LI U
3 S1.01 3 "'*A'S1.01 0 3 L
S1.01 S1.01 J u 1.01 S1.01 A
S1.01 FOUNDATION
16x16 PILASTER BUILT INTEGRALLY
STEPS BY BUILDER.
w/STEM,WALL, T/�ILA$TER = F.F.E. PLAN
REINFON-)CE /1444 AT EACH
COAER. (3 PLACES).
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
PLAN NAME
FOOTING SCHEDULE AND NOTES rSAN TROPEZ - CARIBBEAN)
DESIGN/DRAWN/CHECKED
FOUNDATION PLAN
BOTTOM BARS DEPTH WIDTH LENGTH TYPE
SCALE: 1/4" 1'-0" CS / JB /LAP
3-#5 EA. WAY BOT. 29-0* 2#-0** F2.0 DATE
3-#5 EA. WAY BOT. if-O" 29-6" 2P-6'f F2.5 05.17.16
3-#5 EA. WAY BOT. it-on 39-Ow S-00P F3.0
SCALE
it-O"
4-#5 EA. WAY BOT. 39-6" 3'-6't F3.5 AS NOTED
it-on
4-#5 EA. WAY BOT. 41-0" 4*-O*p F4.0 LPA No.
4-#5 EA. WAY BOT. it-on 41-6" 4'-6" F4.5 TOLL-16-00375
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 4590
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY. SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
OFFICE COPY
SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
SHEET 4 OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
CONSTRUCTION SPECS.
PER CONSTRUCTION SPECS. AND ANCHORAGE PER
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL) SOLE PLATE ANCHOR,
AT WALLS GREATER THEN 12" HOOK INTO SLAB. . 1—#5 CONT., PROVIDE 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 713/S1.01 BLOCK w/ 1—#5 CONTINUOUS Associ ates, Inc.
FOR TEMPORARY BRACING
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN 420 Osceola Avenue
jax. Beach, Florida 32250
PERMANENT LATERAL SLAB ON -0908 Fax.241-9557
F IF z-SLAB ON GRADE, I V Ph. 242
-9 4 1 `2
SUPPORT DETAIL. 4 11 r -S 4 7r------- GRADE, FL:CA#8344 SO CA#3579
4
-SEE. PLAN.
4
I SEE PLAN.
-A— __4
GRADE OR CONIC. --------
SLAB, SEE PLAN. ER i
8" CMU STEM WALL W/ _q q'j
#4 DOWEL TO MATCH VERT. 'IWO
SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON 4 #4 VERTICAL DOWELS @ 241, D.C. 0
GRADE 0
CIS
4 4 1-,'v --7/7//,
A STEMWALL REINFORCING (SEE :14 90" BEND INTO FTG. -
STEMWALL SCHEDULE
PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. Uj No. 00
SEE PLAN -
SCHEDULE) w/ 6" HOOK INTO Z -
CMU REINFORCING
4 FOOTING. LAP VERT REINFORCING
COURSES
0 4 4 4-� X 4
0
Uj
_j 4 Qz-
%
A'-
' :4
25" IF.-_.-STEM WALL IS GREATER S F
1 TO 6 #4 VERT. 0 48"0.
THAN COURSES.
STEMWALL, S E
7 TO 10 #4 VERT. 0 24"O.C. 4 1:/Si .01 CONTINUOUS CONCRETE
FOOTI N G
"0. CONT. CONCkETE FOOTING
CLEAR
11 TO 12 #4 VER T. 0 8 C.
STEMWALLS OVER 6 COURSES TO 8"d x 16"w .1—STORY, w/(2)#5 CON T. /_--*TYP
Christopher J Sabourin PE
HAVE TRUSS TYPE HORIZ. JOINT
to FL PE#71461
10 d x 20"w �2—STORY, w/(3)#4 4OR (2)#5 CONT. 10 x20"
REINF. BETWEEN EVERY OTHER
COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. �REVWNS DATE�
GARAGE STEM WALL
STEMWALL FOOTING /�2 FOOTIN( W/ SHOWER RECESS r3
SCALE: 3/4" 1'-0" ��O 1 (IF REQUIRED) �.O 1 (IF REQUIRED)
-�01
FIEM ;ITERATIM
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUIVIENTS.ANY
STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO 8
TYPICAL WALL FRAMING ARCH. A 4' ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
AND ANCHORAGE PER (4" MAX.) EQUAL TO SLAB INSPECTION FEES.
CONSTRUCTION SPECS. THICKNESS.
7B @ SLAB RECESS
BRICK VENEER IS
-- SLAB ON
ACCEPTABLE WITHOUT
_r GRADE, INCREASE OF FOOTING
WALL FRAMING
SEE PLAN.
WALL FRAMING SIZE.
:j X d 04 1 DEEP SAWCUT w/ kAB ON GRADE,
< 00 2—#5 CONT.
ELASTOMERIC SEALANT], /SEE� PLAN STEP, SEE ARCH. PLAN. SLAB ON
4 .'A 41
GRADE,
00 z ----47- A_
N SLAB ON
-SEE PLAN.
--———————-- —————— —
GRADE,
ALT. FOOTING AT 41 00
BUILDERS DISCRETION. NOTES: 4 "SEE PLAN.
I< 4
1) PROVIDE SAWCUTS TO; CkAfE N Uj
#3 @ 48" D.C. OR APPROXIMATE 12' X 12' �MAX. SQ. k
X,
ROD CHAIRS (TYP.)' 2) SAWCUT CONC. SLAB �WITHIN 4 TO
12 HOURS OF GONC. PLACEMENT. OPTIONAL 8'sxl6pp 1 .10
12 W/(2)#5 CONT. 2" FLAIR 1—STORY, w/(2)#5 CONT. 8 X16 so 1—STORY, w/(2)#5 CONT.
8"x2O"
2—STORY, w/(2)#5 CONT.
2—STORY, W/(2)#5 CONT.
8"x20"
4< Uj
MONOLITHIC EDGE FOOTING SAW CUT DETAIL BEARING AT INTERIOR MONO. FOOTING AT STEP DOWN
oil
\S1.OV SCALE: 3/4 ��-O 1
`-N�-O 1
8x8 PRE—CAST LINTEL, CP Z
w/ 1—#5
TYPICAL WALL FRAMING AND ANCHORAGE C)
PER CONSTRUCTION SPECS. U
FLOOD VENT,- (1)#5 CONTINUOUS, PROVIDE
SEE NOTES ABOVE CORNER EARS (TYPICAL)
12" HOO� INTO SLAB.
JAMB REINF.
to MISIC
MATCH DOOR ___ �%
1 0, 4
SLAB ON GRADE,---"v- WITH, SEE ARCH. RECESS PAVER BY FRAMING
OT ERS
(0 SEE PLAN.-,, ') SLAB ON BOND BEAM w/1—#5
q 4
G
RADE,
DETAILS
SEE PLAN.
F z'El
I 1511 I±f±1 I I_-I 1511 M 1 1�1 I li�d I I M.I I —I I
GRADEE 11' 1 Ittl I r
rjflj�-
I—I H_. I 1=1 I 1=1 I F�=l I I=:- PAVING
X MASONRY
BY BUILDER < 8
12"xl 2" 1#5 CONT. STEM WALL w/
METAIL 10B 44
C)
\1—#4 0 481, D.C.
8" CMU STEM WALL W/ SOLAB ON E.J. GRADE OR CONIC C14 DO NOT SCALE DIMENSIONS FROM
#4 VERTICAL DOWELS @ 24" D.C. N MATERIAL SLAB, SEE PLAN.—\ THESE DRAWINGS.IF A DIMENSION 5
g,
GRADE— SLAB ON UNCLEAR REFER TO THE
V F
ARCHITECTURAL DRAWILNGS ORJ
FLOOD VENT NOTES: UU 7-7 '-'u CT VV'P
EE PLAN
GRADEV �'�CD�NTA' TUHNE E.�O.Ip_
90" BEND INIO FTG.
SEE PLAN.
—THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS PLAN NAME
ABOVE THE ADJACENT GROUND LEVEL. _j I CARIBBEAN
4 4 rSAN TROPEZ
CONTINUOUS CONCRETE DESIGN/DRAWN/CHECKED
—OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS THICKENED EDGE 8 X8
FDOTING so I -.- DETAIL 1 OA CS / JB /LAP
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED 3 CLEA w/ 1—#5 CONT.
(2)#5 CONT. DATE
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIE TYP
05.17.16
10 to x20" THICK x 90 wl n SCALE
AS NOTED
w/ 2—#5 CONT. LPA No.
TOLL-16-00375
STEM WALL AT GARAGE THICKENED SLAB PORCH STEM WALL CONTROL No.
0..
r8 ri O'� 4590
FLOOD VENT DETAIL r9
-�01 SCALE: 3/4" 1'-0" -�01 SCALE: 3/4" 1'—Df' \'.�-O 1 SHEET
OFFICE COPY S1901
SHEET 5 OF 9
r
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SV. 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
OF PLYS & JACK/KING STUDS NEEDED M,
(2)2xB-1/2
FOR SUPPORT HEADER.
6x6 P.T. SYP#2 POST Lou Pontigo and
W/ABU66. SEE DETAIL DESIGNATES SINGLE PLY HEADER AND Assoc i a tes, I nc.
2/S0.1. (TYPICAL). 6S-1/1 JACK/KING STUDS NEEDED FOR
(2):41:2 SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
(2)1 irml 1 575 ��E I \/1-
Jax. Beach, Florida 32250
BEAM OR TRUSS. SEE PLAN Ph. 242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
X A307 DIAMETER FULL HEIGHT
-N X THREADED ROD, SEE DETAIL 12/SO.1
01
E
A307 DIAMETER FULL HEIGHT C
X5 THREADED ROD, SEE DETAIL 12/SO.1
Z
SW Y/6" SW 3PI/60 A307 DIAMETER THREADED No.
ROD TERMINATES AT FIRST FLOOR
de
SEE DETAIL 3/S0.1 FOR TOP PLATE. SEE DETAIL 12/SO.1
t;
S
7.
777T
75A.25 2JOE!,LVL-;�2 F
7
BEAM CONNECTION. (TYP.).
-2/2) A307 DIAMETER THREADED
(2)2x6 C(2)2xl 0
ROD TERMINATES AT FIRST FLOOR A,
(95 %*
Am TOP PLATE, SEE DETAIL 12/SO.1
Q
*Veils so
STRAP HEADER
(2)2x6 Q)M 1/1
(3)2x6 SPF#2 PER DETAII SIMPSON HTT5 SEE DETAIL 15/S0.1
(4)2x6 SPF#2
POST. I 7/S0.1. Christopher J Sabourin PE
POST. (0
X X FL PE#71461
N LLJ N SIMPSON DTT2Z SEE DETAIL15/S0.1
C14 >
0,
m R�"S"NS DAM�
4" C
4�
rQ2 _/rST7RAF
SIMPSON LTT20B SEE DETAIL15/S0.1
01
ml
X U_ 12" LONG LIGHT GAUGE STRAP
LSTA12 FASTEN TO TOP PLATE AND STUD
N WITH 5-10d COMMONS
2x6 WALL.
m LIJ WALL STUD SCHEDULE
>
0 1 LOCATION PLATE STUD SIZE
x6 SPF#2 HEIGHT & SPACING
Zx15 S F
P Q!I T. POST. 00 EXTERIOR 91-1. 2X4 SPF#2 0 16* O.C. rREM ALTERA710N
CONTRACTOR SHALL CONTACT LOU
BEAM FB02 ABOVE 10,_1 2X6 SPF#2 0 16" O.C.
PO
EXTERIOR MAX 2X4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO
X MAKING ANY STRUCTURAL FIELD
0 0
(/) I EXTERIOR 10,_1 TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY
x6 SFIF#2 14!-0* FROM THE INTENT OF THE ORK31NAL
CONSTRUCTION DOCUMENTS.ANY
cy- jam io,-Oft
S 0MI 2 INTERIOR 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
MAX BEING APPROVED BY LOU PONTIGO a
TO P AT INTERIOR 12'-0" 2X6 SPF#2 0 16" O.C. 2E ASSOCIATES MAY RESULT IN
I MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR.
L IBXLHQ= I
U)
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
1% 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
N FASTEN TOP OF CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
WALL PER
,2)2x8-1/1 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
00 DETAIL 5/S0.1. z
X YELLOW PINE.
N
e__1 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
L
coo
(4)2x6 SP 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS U
TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16- O.C.
POST. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
0 E: WALL SHEARWALLS
S E,'ATHING. - -----------------
COMBINED USE PANEL NOT
SW Y/6
e- X
S W 319/6 z
1. EXTERIOR WALL SHEATHING SHALL BE
-7--------- OSB WALLJ CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
SW 31'/6's I
- SHEATHING. %j SPLICE LOCATIONS FOR MUL11 STORY CONDITIONS Uj
o
C(2)2x6-1Zj1 1 2. SEE SHEET SO.0 FOR WALL SHEATHING Z
OSB WALL
04 SPECIFICATIONS.
SHEATHING. _j
w 3. UPPER MOST TOP PLATE SUPPORTING ROOF
00 MEMBERS SHALL BE STRAPPED AS SHOWN IN
C� X
00 04 DETAIL 1/SO.0
X STRAP HEADER
N
X
U EACH END 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
w/(2)MSTA24. 3130.0 4< Uj
V)
(4)2x6 SPF#2 GENERAL NOTES
POST. TRUSS FG01 ABOVE 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SIZES AND SPACING. AT GIRDERS AND BEAMS,
1(4)2x6 SPF#2 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 0
PLIES.
POST. STRAP HEADER
o LLJ
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
CN EACHEND
SHEATHING SPECIFICATIONS.
C14 w/(2)MSTA24. z
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
0 co
q- r--,) TOGETHER PER DETAIL 6/SO.O
0 12" O.C. X
IFUL lkdIGHT WALL,--II N
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
TRUSS FG02 ABOVE 3/SO.O
X 0
N 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
N A17ACHMENT PER DETAIL 5/SO.1
%1-1
6-POST w7-BU66-1
F6 x A (2)2x6 SPF#2_/ (2)2x6 SPF#2
LSEE DETAIL 2/SO.�j POST. SHEATH CONTINUOUS 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
POST. (2)2x6 (2)2x8- PRIOR TO FRAMING TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
BUMP OUT. 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
F_ ((2)2xl F_
)2xl 2
F(2 -2/� 2 2/2
((2)�M-17/2) _(2)2xl 0 (2)2xl 0 ((2)M-1/2�
CS-18 STRAPPING DETAIL
CS1 8 STRAP w/ 10"
4 0-:4 OR 1 0
�Z)zx I U END LENGTH. FASTEN
2)ZX 1 U IST FLOOR
THIS END w/ 9-10d.
S W 3"/6" -STRUCTURAL FRAMING
GARAGE FRAME, fl'__VGARA6E FRAME, NON a3
SEE DETAIL 1/SO.2. BOX COLUMN, SEE WALL FRAMING
SEE DIET' AIL 1/SO.2. BRACKET AND b
I DETAIL 7/SO.2.
NON-STRUCTURAL GARAGE PORTAL FRAME TRELLIS BY BUILDER. PLAN
BRACKET AND SEE DETAIL 2/SO.2. (2)2xlO CENTERED ON STRAP HEADER
TRELLIS BY BUILDER, NO NAILS REQUIRED
BOX COLUMN w/HTS16 PER DETAIL
@ EACH SUPPORT. 7/S0.1. FLOOR IN CLEAR SPAN
TRUSSES
DO NOT SCALE DIMENSIONS FR M
4ENSI�
OR JOIST. NIS
THESE DRAWINGS.IF A DIN
z UNCLEAR REFER-TO THE
WALL FRAMING Uj ARCHITECTURAL DR�kWINGS OR
CONTACT THE E.O.R.
CS1 8 STRAP w/ 10- PLAN NAME
END LENGTH. FASTEN
rSAN TROPEZ - CARIBBEAN)
THIS END w/ 9-10d.
DESIGN/DRAWN/CHECKED
FIRST LEA-L WALL FRAMING , PLAN SOLE PLATE ANCHOR SPACING SCHD CS / JB /LAP
SCALE: 1/4" 1 0 of ALL EX1`ER1OR WALL 42" O.C. DATE
UNLESS OTHER NOTED 05.17.16
SCALE
SHEARWALLS
24" O.C. AS NOTED
(SW IMOY/6")
LPA No.
PLT 0 1 WHEN NOTED ON PLAN TOLL-16-00375
SEE NOTE 2
CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL 4590
3/SO.O
SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
OFFICE COPY
EXAMPLE - SOLE PLT 0 36" 36"
ON-CENTER SPACING S191
SHEET 6 OF 9
Tr
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
PORCH SHEATHING AT FRAMING PLAN NOTES:
I. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
BOTTOM CHORD 07
RAFTER TAILS, SEE 2. FOR SPECIFIC UPLIFT CONNECTORS. SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET
TRUSS SEEI,2/SO.' . 2 DETAIL 6/SO.2 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER. PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
SO.1 (TYP.).
Lou Pontigo and
Products
Associates, Inc.
TOMIk-JISS
Plotl D Length Product Plies Net Qty ---------- --- ----- --
-- - - ---- 420 Osceola Avenue
F_B-0-2 23-11-00 1-3/4 x 16" VERSA-LAM0 2.0 3100 SP 2 2 FASTENING DETAILS Jax. Beach, Florida 32250
ol Ph. 242-0908 Fax.241-9557
FB01 13-02-00 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP 2 2
FL:CA#8344 SO CA#3579
/2\
�Sai)
Floor Truss Connector List �)HTS`I 6 HTS1
Manuf Product Qty SOA - - --- -- 011 SHEATH UPPER WALL ,,,
------ -- - -- --
THRU LOWER ROOF
USP THDH412 1 6
TO SECOND LEVEL
SO.2
USP MSH422 1 JTTOM PLATE.
V
RAFTER TAILS, SEE (2)HTS16 /(2)HTSlb No. 20
USP THD46 29
7-
��;W� "I .
:7 711_1�7!'
DETAIL 6/SO.2 (TYP.).
TJ
-A _4
21 t22 I t=444ZI4
Go cr) (01 D (D (0 (0 CID cc)
Q Q Q Q Q 2), _Q
Roof Truss Connector List --) THD46
JU
o
W OR
L W W W Uj W I> 00 STUD DIRECTLY 11
I OP PLATE TO
F07 THD46 C*4 C14 C*4 T2 BELOW TRUSS
Manuf Product Qty F_ L0 ., .8
N z)uwL;l 5600 STUD SDWC15600 0,11, .....
ITHD46 THD46� C h r i s t 0 P 'r rvg "ourin PE
USP JUS24 3
FL PE#71461
USP THD26 17 JU F07 6
LTHD46 THD4 �SO.2) TRUSS TIE DOWN WITH SIMPSON SDWC
N
1\\ I I 1 11 ' — I 1*_� /00''REVSKM DAM
THD26 F07A T2
SO.2 LTHD46 THD46� Rafter to Top Plate shown
no JUS24 1> I Truss to Top Plate similar
T,C77 T11 THD46 F07 THD46 T24 RAFTER TAILS, SEE Optimal 22)T
lcau`_ ---4-1 1
11 DETAIL 6/80.2 (TYP.). 0*
JUS24 F07
T'2
JUS24 �THD46 THD461 1.3
(2)HTS1 6
(2)HTS1
4- f r9702 _rTHDH412 F07 RELD ALTERATION
(0 (0 1 - -
(0 (D rto �0 F(D XF THD46 CONTRACTOR SHALL CONTACT LOU
Iq
N (0 7
I> STUD DIREMY11 PONTIGO a ASSOCIATES PRIOR TO
0 0 0
L 2: 3: M 2: M 7: 2: _r
(2)HTS16-/ I-_ F_ F_ I-_ F08 IBELOW TRI MAKING ANY STRUCTURAL FIELD
'1�, MODIFICATIONS WHICH MAY VARY
< I - X"Max
FROM THE INTENT OF THE ORIGINAL
THD46 CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
F08 BEING APPROVED BY LOU PONTIGO a
0
SDWC15600 T P PLATE TO ASSOCIATES MAY PESULT IN
L
THD46 STUD SDWC15600 ADDITIONAL ENGINEERING OR
r INSPECTION FEES.
I>
F08 EJ26
hgjt 1. Sloped-roof rofters may be sloped up to and including
THD4 a 12:12 pitch and must be *birdsmouth* cut.
I> 2. Reference detail 4 for installation instructions.
F08
C14 N 04 (4 cle) too o THD46 SIMPSON SDWC INSTALLATION RANGE
1>
a Q 0 IQ 0 Q Q 0
U_ 11- U_ U_ LIL LIL U- U_ it, U_ 11- U_ F08 OSB BLOCKING PER '
OSB BLOCKING PER DETAIL 5E/S0.1.
DETAIL 5E/SO.1.
F09 Ln
XXX73=X
F09 (2)HTS1 EJ16
FT01 E
EJ16
D
zzzzz_z F09
N
FT02 EJ16 LIJ
F10 U
2 EJ16:
SOA F14
-7 SHEATH UPPER WALL DIAGONAL BRACE
STUD NOT DIRECTLY
FT02 F11 EJ1
THRU LOWER�- ROOF 24" O.C. SEE
BELOW TRUSS
—4— U_
TO SECOND LEVEL DETAIL 1/S1.2. SDWC15600
BOTTOM PLATE. F11 Uj
(2)HTS16 FT02 (2)HTS16 Mt Reference detail 2a for installation angle limit
———————— FT03 EJ16 SDWC INSTALLATION
OSB BLOCKING PER
�=DETAIL 5E/S0.1.
T07 Rafter to Top Plate shown
4<
FT03 EJ1
(Truss to Top Plate similar)
LLJ
T06
EJ16
FT03 0
z
L)
STUD NOT DIR
0 12 O.C.
T05
FT03 EJ16' BELOW TRUSS co
(2)HTS16 'UI[1_ 11� IGHT WAL
(2)H TS 16
_j
T04 o not install SDWC in
PRE-ENGINEERED-/ 0" FG02 EJ1 hatched area
WOOD ROOF TRUSSES. SO.2 0
z1,1,1A 0 oy,o7, %/ SDWC15600
SEE DETAIL T03 0) Go T
6/S0.2 FOR U
RAFTER TAIL.
jil J02
I \I ___-W Tj R Ove A�ang 1/2' MIN
11
Q
&
C4 C:1 0
I.Q I a I I�N_ ir_-
LJL1 INSTALLATION RANGE
W7—
SDWC15600 u SO.2
T-0
on
2x4 NON-LOAD BEARING 6
RAF17ER-TILS S -J—u I, !-I U- N b 0
PONY WALL. FASTEN TOP
ozo SO.2
_j . Rr10F TRUSS
& BOTTOM w/SDWC15600 DETAIL 6/SO.2 (-R?. 0 LL_ Z
FRAME UPPER LEVEL CONT. 0 32" O.C. z
0 Lj 0 Rafter or Truss
FROM 1ST LEVEL TOP PLATE W F-
TO 2ND LEVEL TOP PLATE.-// 0 F- PLACEMENT
X*" minimum edge
-ROOF SHEATHING. < UJ <
DO NOT FRAME KNEEWALL 0 5-1 Od.-\ distance for full
FLOOR SYSTEM ELEVATION. F- U-1 values (with or
< < Splice may be in upper or
PLAN
without a plate
lower plate
.-A PRE-ENGINEERED LLJ splice)
0
WOOD ROOF TRUSSES. A� 0 TE t: STR IN! G! N 0 TE�S of
TRUSS ROOF R FTER AP I-- CL
- zw
Uj
Y� F- DO NOT SCALE DIMENSIONS FROM
2x6 LEDGER. �,2x4 BLOCKING 0- -J I-- (A
FASTEN D_ Li U-1 >_ THESE DRAWINGS.IF A DIMENSION IS
0 24" O.C. STRAP TRUSSES AND ROOF RAFTERS TO BEARING D > _j r UNCLEAR REFER TO THE
w/5-1 Od 0 WITH 2-12E TOENAILS & 1-SIMPSON SDWC15600 LLJ Ljj :2 U) JC from top plate ARCHITECTURAL DRAWINGS OR
EACH END. I Uj > < 1, splice Offset CONTACT THE E.O.R.
SCREW UNLESS OTHERWISE NOTED Lij Of
DIAGONAL Lf) J U_ for full values STUD NOT DIRECTLY
5-1 Od.-\� BRACE 0 BELOW TRUSS PLAN NAME
24" O.C. SAN TROPEZ - CARIBBEAN
DESIGN/DRAWN/CHECKED
CS / JB /LAP
DATE
r SDWC AT TOP PLATE SPLICE 05.17.16
FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE
AS NOTED
SCALE: 1/4" V-0
LPA No.
TOLL-16-00375
0.
CONTROL N
4 0
59
SECTION SHEET
SCALE: 3/4" 1*-0"
OFFICE COPY
S102
SHEET7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SV -3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3* O.C. EDGE & 6w 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 Assoc i a tes, I nc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
jax. Beach, Florida 32250
BEAM OR TRUSS. SEE PLAN Ph. 242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA# 8344 SO CA#3579
%" A307 DIAMETER FULL HEIGHT
X THREADED ROD. SEE DETAIL 12/SO.1
-WAI
*gone !1s"'.
A307 DIAMETER FULL HEIGHT
SHEATH UPPER WALL X5 THREADED ROD, SEE DETAIL 12/SO.1
THRU LOWER ROOF
No.
TO SECOND LEVEL A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
BOTTOM PLATE. TOP PLATE. SEE DETAIL 12/SO.1 00
STA 0
s
A%
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR %
--- ---- 4C
C C
: 41 ; i�j (95
-7- TOP PLATE, SEE DETAIL 12/SO.1
NAL
SIMPSON HTT5 SEE DETAIL 15/S0.1
<
Christopher J Sabourin PE
Ld FL PE#71461
CL SIMPSON DTT2Z SEE DETAIL15/S0.1
<
�DATE�
F- C) V) �REMSIONS
cn -i � S1.3
-i SIMPSON LTT208 SEE DETAIL15/S0.1
<
z
0 < < \ -V3 12" LONG LIGHT GAUGE STRAP
LLI F- LSTA1 2 FASTEN TO TOP PLATE AND STUD
V) WITH 5-10d COMMONS
z m
U-1 Cn U)
> 0 WALL STUD SCHEDULE
CONVENTIONAL STRAP WALL z I--
0
TO BEAM BELOW PER 0 LOCATION PLATE STUD SIZE
(3)2x6 SPF#2 POST. 0 ;;�C- HEIGHT & SPACING
DETAIL 3/SO.2. 1-- 1.- 91-1.
.................. STRAP TO BELOW -i Lli EXTERIOR 2x4 SPF#2 0 16" O.C. FIELD ALTMATION
\v/(1)CS1 8. _j 0 - MAX CONTRACTOR SHALL CONTACT LOU
< Of EXTERIOR 10`-1 2x6 SPF#2 0 16* O.C. 2c PONTIGO&ASSOCIATES PRIOR TO
F- 1 3: LIJ MAX 2x4 SPF#2 012- O.C. MAKING ANY STRUCTURAL FIELD
z 12- EXTERIOR 10'-1 TO 2x6 SPF#2 0 16* O.C. MODIFICATIONS WHICH MAY VARY
(2)2x6-1/1 14'-0" FROM THE INTENT OF THE ORIGINAL
LLJ 3.- CONSTRUCTION DOCUMENTS.ANY
/6) 1-- 0 INTERIOR 1 D'-O' 2x4 SPF#2 016- O.C. FIELD ALTERNATIONS MADE PRIOR TO
I MAX BEING APPROVED BY LOU PONTIGO a
Ljj 12'-0" 2x6 SPF#2 0 16" O.C. ASSOCIATES MAY RESULT IN
m INTERIOR MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR
INSPECTION FEES.
0 SAM Holm,
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
L X >
--CS18 -5�t 2.) MINIMUM STUD SIZE AND SPACING ARESHOWN.
C-4 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
X LLJ
> YELLOW PINE.
04 0
ch
< 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
00 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16- O.C.
U') MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
V) SHEARWALLS 4< Uj
(0 U) %
X
N D COMBINED USE PANEL NOTES 0
ry CS18 @ BOTTOM OF STUD
C'4
WHERE NOTED. SEE DETAI 1. EXTERIOR WALL SHEATHING SHALL BE
AT BOTTOM RIGHT OF PAGE. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj
(n
V)
2. SEE SHEET SO.0 FOR WALL SHEATHING
X z
C14 SPECIFICATIONS.
CS1 8 0 C3 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.0 0
< 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3.. -1 3/30.0 4< Uj
(3)2x6 SP:-#2 ROST I <
STRAFO'I ELOW < GENERAL NOTES
0 C:)
WOCS1 8. OPE� TO 0 F- P-1�
0 C) F- V) O:f
BELOW Z co e-% LLI 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
(If L0 %11'
-- -------------------- M Q- SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
0 SIZES AND SPACING. AT GIRDERS AND BEAMS,
Ld z 3: PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
M a Z 00 PLIES.
.q 0 1-- _j
CONVENTIONAL STRAP WALL z bi o
4 q- m 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
TO TRUSS BELOW PER 0 311: 0 Ld
SHEATH UPPER WALL SO.1 > SHEATHING SPECIFICATIONS.
THRU LOWER ROOF DETAIL 5/SO.2. z
_j 0
Z < X 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
TO GIRDER BELOW. 03.- < PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
mr, z TOGETHER PER DETAIL 6/SO.O
LLJ
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
I"Llk ARIGHTAALL. Ld -
.10 �- w 3/SO.O
-j le I U) w
J1 i < F- C)
LL- X 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
< w C14 ATTACHMENT PER DETAIL 5/SO.1
31. (2)M-1/1) (2)2x6-1/1
Ljj U
ja- 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
< TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
ry C(2)2x6 C(2)M-1/2)
1-- 0 0 1 - -
V) _j LO X X 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
Ld -1 N C14 AND HOLD DOWNS
-i M Lo I-N \-SEE DETAIL 3/S0.1 FOR
%,, )��x8 X
< N
V) -j CONVENTIONAL STRAP, WALL BEAM CONNECTION. (TYP.).
z
0 V) < TO TRUSS BELOW PER (2)2x8 (2)2x8 CS-18 STRAPPING DETAIL
Of LLI DETAIL 7/SO.2.
Z F- 0 CS1 8 STRAP w/ 10"
LLI
> 0 END LENGTH. FASTEN 2nd FLOOR
Z I.- THIS END w/ 9-10d.
0 6x6 P.T. SYP#2 POST w/ABU66.
0 z - FRAMING
FASTEN TOP OF TOP
\-STRAP TO STUDS BELOW WALL FRAMING
PLATE w/ SDWC15600 w/CS18 (TYPICAL).
PLAN
@3 2 0.C.
A
NO NAILS REQUIRED
IN CLEAR SPAN
FLOOR
2x6 BLOCKING TRUSSES-
100 DO NOT SCALE DIMENSIONS FROM
ECOND LEVEL WALL FRAMING P OR JOIST. THESE DRAWINGS.IF A DIMENSION IS
A35 ANGLE z i-C UNCLEAR REFER TO THE
cCALE: 1/4" 1'-0- WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR
AT EACH STUD. CONTACT THE E.O.R.
LAN NAME
END LENGTH. FASTEN AN TROPEZ - CARIB�
7CS18 STRAP w/ 10-
THIS END w/ 9-10d. rs BEAN
DESIGN/DRAWN/CHECKED
z z z z 7 77=� CS / JB /LAP
T DATE
05.17.16
GIRDERAXX SCALE
AS NOTED
TRUSS
FLOOR LPA No.
TRUSS
TOLL-16-00375
CONTROL No.
4590
SECTION SHEET
OFFICE COPY
S1 *3
SHEET 8 OF
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 1'/2* WDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and 11
Associates, Inc.
TRUSS
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA#8344 SC:CA#3579
"FIR J.
6 RAFTER TAILS, SEE no.
"�'v C.
At
46N %
SO.2 DETAIL 6/SO.2 (TYP.).
No.
pi�%"V/ I
Z,' 1A 1/,/ Zj
LO �CD 1: .(D (0 in,
T_ V_ S TA E F
A,
Lu :WT
-77 71
0 _Q1
"0
�v
j1z
STUD DIRECTLY
TOP PLATE TO
BELOW TRUSS
S WC15600 STUD SDWC15600
Christopher ] Sabourin PE
IN 11 1 FL PE#71461
T57
TRUSS TIE DOWN WITH SIMPSON SDWC
Koo�Ms DA
T 6 Rafter to Top Plate shown
\SO.2) Truss to Top Plate similar
6 T55
004
6\
EOptimal 22)�
SO.2 0'
(2)HTS16 1041 30'
V Z/ Y/JV 4 YX I// FjR n ALTERATM
TW
SEE CONTRACTOR SHALL CONTACT LOU
RAFTER TAILS. STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
DETAIL 6/SO.2 (TYP.). MAKING ANY STRUCTURAL FIELD
IBELOW TRUSS X"Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
I-_ 0 FIELD ALTERNATIONS MADE PRIOR TO
Ila P*1 TH 6 A.- TOP PLATE TO BEING APPROVED BY LOU PONTIGO a
\_j T5 SDWC15600 ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
THD26 INSPECTION FEES.
T50 hQJ% 1. Sloped—roof rafters may be sloped up to and including
I a 12:12 pitch and must be *birdsmouth* cut.
2. Reference detail 4 for installation instructions.
T4,�
"e I I F z
T4 SIMPSON SDWC INSTALLATION RANGE
LD
TV U
V-2 Ln
THD26
T46
THD26
T40
Uj
T42F
.-THD26
4J
TAILS, SEE
RAFTER STUD NOT DIRECT n
THD26,,/,
15
DETAI
0 T42 L 6/SO.2 (rT.). BELOW TRUSS
SDWC15600
LIJ
hQjM Reference detail 2a for installation angle limit
Z�;'_ VIE 9z
T4
(2)HTS16 SDWC INSTALLATION
6 1/Z40
C
SO.2 T38 Rafter to Top Plate shown
(Truss to Top Plate similar) LLJ
T37
.0
U .111.1 W CP Z
T
T36 STUD NOT DIRECTLIJ
U! 131 BELOW TRUSS
/ 7W IA'g 6' 60 vz Ar T35
F I II IV it 11A Do no ns a
hatched area
0
RAFTER TAILSo SE 6 ZZ- 0
2
SO.2
DETAIL 6/SO.2 (TW.
J4;d ,1 1/2- MIN
-Overhang_ 2* MAX
SDWC INSTALLATION RANGE
2
SO.1 TRUSS
PORCH SHEATHING AT
B0170M CHORD OF Rafter or Truss PLACEMENT
TRUSS SEE 2/S0.1.
A** minimum edge
t distance for full PLAN
values (with or Splice may be in upper or
without a plate
lower plate
splice)
0)
TRUSS ROOF RAFTER NOTES: STRA�, PING NOTES Do NOT SCALE DIMENSI MNS FR
THESE DRAWINGS.IF A 01 ENSIXIS
R TO THE
PLACEMENT PLAN UNCLEAR REFE
IZOOF TRUSS ARCHITECTURAL DRAWINGS OR
STRAP TRUSSES AND ROOF RAFTERS� TO �BEARING )C from top plate CONTACT THE E.O.R.
SCALE: 1/4'0 Ill—Op splice Offset
WITH 2-12D TOENAILS & 1—SIMPSON1 SDWC1 5600 for full values STUD NOT DIRECT
PLAN NAME
BELOW TRUSS
SCREW UNLESS OTHERWISE NOTED rSAN TROPEZ — CARIBBEAN)
DESIGN/DRAWN/CHECKED
CS / JB /LAP
DATE
05.17.16
SDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-16-00375
CONTROL No.
4590
SHEET
OFFICE COPY S1 *4
SHEET 9 OF 9