545 ATLANTIC BEACH CT - STRU DRAWINGS TYPICAL HEADER NAIUNG
DESIGN SPECIFICATIONS USP CONNEcrops 0.131X3* TOE NAILS TYPICAL-DOUBLE TOP WNDOW SILL SCHEDULE
PLATE SPI IQF
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAUHQ- 2X6, 2x8 (5) NAILS TYPICAL MP PLATE NAILING6 4'-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
2014 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 0.13 2x10, 2x12 (7) NAILS FASTEN ALL TOP PLATES W/ (16) 0.131x3" NAILS OPENINGIOR SILL PLATES FASTENER EACH END
LVL, 11- LVL (7) NAILS 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
1 CAR SYP SPF lx3* END NAILS: 9 TOGETHER w/ (3) ROWS CED
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): (2) 0 2x4, FVENLY SPA
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY GARAGE +22.9 (3) 0 2x6, 14- LVL. 16- LVL (9) NAILS OF .131x3 0 12" O.C. STAGGARD. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
AREA (sf) ZONE (PSF) 0 a' = 4'-610 DOOR USP A35 450 450 (9)1 Odxl'/2" 1--�- -
DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8x7') -28.8 USP RT7 585 495 (5)Bd E A I. END (4) 0 2x8. SYP#2 4 8*-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
SYP#2 DBL. HEADER, 12'-0*, (3)2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS
ROOF FLOOR 2 CAR USP RTBA 775 650 (5)10dx 1/2* EA. END TYPICAL WALL FRAMING NOTES: 4'-0" MIN.
+21.8 ROOF SHEATHING, P-MAX TOP PLATE PER PLAN
ROOF LOADING (cd=1.25) (cd=1.00) 1 50 +22.9 -25.0 +22.9 -28.8 GARAGE USP MTW12 1195 860 (7)10dx 1/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS .11 Lou Pontigo and
MP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WA 9F
LL STUDS..
MP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 1 100 +21.8 -23.9 +21.8 -26.6 (11 6'x7') 23.9 USP HTW20 1450 1245 (12)10d:(11/2" EA. END SEE 5/SO.O
MID CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)10d :-'A. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTIONo
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
DEFLECTION CMTERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 ROD M FTG. 3. USE SYP#2 FOR ALL FASTENED w/ 3-0.131-x3- Jax. Beach, Florida 32250
SHALL BE PERMITTED I DROPPED
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS HEADER EA. END TYPICAL. Ph.242-0908 Fax. 241-9557
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 ,"SHEATHING MAY EXTEND 2" FL:CA#8344 SO CA#3579
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5 a"0 ROD M FTG. 4. ALL WALLS SHALL BE 000 PAST BLOCKING- WINDOW
0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. -4
USP HTT22 5370 5370 5/8"0 R?D TO FTG. BALLOON FRAMED FULL -------- ARCHED ATTACHMENTS MUST
WIND LOADING: HEIGHT TO ROOF OR FLOOR L-- - ----J TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT. TRUSSES SHALL BE DESIGNED WITH A e LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/,"0 R)D w/ (1 2)16d BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION PER PLANS JACK AND
MIN. DEAD' LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/8"0 ROD w/ (12)16d PLAN. TO TALLER STUD w/ SEE RIGHT KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 1 Od COMS SEE PLAN
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING M THE WALL FRAMING IS THE USP MSTAM24 1545 1455 1 (5)1/4"::2-1/4 TAPCONS 5.) FASTEN BOTMM PLATE OF 0 12" O.C. WINDOW SILL SEE
LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE Pat of
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB FOR SILL SIZE AND
BY 0.75 MEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS AT INTERIOR WALLS TYPICAL SOLE CONNECTION EACH AT TWO STORY CONDITIONS,
W/10d MASONRY CUT NAILS 0 TYPICALLY %* FULL PLATE HAL[tlk- WINDOW SILL SEE PROVIDE SOLID BLOCKING
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED END SCHEDULE WITHIN FLOOR SYSTEM AT ALL 40
IMPORTANCE FACTOR --------------- 1.00 ka Id UPLIFT 0.131x3" TOE NAILS: No. 0.
,L a CONNECTOR FASTENERS FL# CODE FOUNDATION PLAN ADDITIONAL RODS 0 6'-0- O,C, (3) 0 2x4, UPPER LEVEL POSTS & JACK
---------------- 25.0 FT SPF ANCHORS AT SHEARWALLS STUDS
MEAN ROOF HEIGHT I a SYP (4) 0 2x6,
ROOF PITCH ------------------- 6/12
(5) 0 2x8. SDWC15600 SCREW ZA
A35 450 450 11 2-Bdxl 1), 1 0
BLOCKING ONLY REQUIRED
SEE 8/SO.O
BUILDING CATEGORY ---------------- 600 520 t-L8d EA`�.` END 11478.31 1 A-'
H2.5T AT SHEARWALLS AND-\ PT. SPF#2 _,0
4q.
C.
- C DENOTES EDGE STRIP. INTERIOR ISEARINS WALL:- -do 4,
EXPOSURE CATEGORY --------------
�SEE PLAN FOR STJD SIZE
SEE C & C CHART HTS16 1150 1085 16-10d E END 10456.6 STUCCO FINISH SOLE PLATE 0 00
ENCLOSURE CLASSIFICATION ------------ENCLOSED mass***
ABOVE FOR 'a' DIMENSION MTS1 2 1000 860 7-1 Odxl 9 EA. END 10456.3 AND 6.c. SPACING. iiE I A 11� A I I A A o Al I
INTERNAL PRESSURE COEFFICIENT ---------- .18 11 ff 11 1
WALL SHEATHING
4V
1450 1245 24-1 Odx1/2* EA. END 13872.3 & 4 AV
HTS20 SEE DETAIL 1/S0.1 iF - . , -
0 CO TINUOUS BLOCKING
17 FOR SPLICING FOUNDATION. SEE PL -1 C h r i s t o p h e r J Sabourin PE
MSTA24 1765 1270 9-1 Od EA. END 13872.4 WITHIN FLOOR �YSTEM 4
MATERIAL SPECIFICATIONS a7r I WHERE POST IS kBOVE. 16d COMMONS OPTIONS 8 1'/2 r I FL PE#71461
MSTA36 2050 1870 13-10d Ek. END 13872.8 0 8" O.C. WALL FRAMING AT WALL FRAMING AT MAX. MIN' SOLE PLATE ANCHOR*
HARDWARE AND ANCIHORS: 18-16d TO TRUSS/BEAM FLOOR SHEATHING PLATE CHANGE CONDITION RAISED HEADER CONDIMN FROM SOLE SEE SCHEDULE
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH HTT4 3480 3080 11496.2 8d 0 3#$ SEE SPECIFICATIA PLATE BREAK riTE�GIONS DA7;��
[NOT ACTUAL PLAN] 1-5/."0 ROD TO FTG. I --
ASTM A 307 OR ASTM F 1554 GRADE 36. 1 15 --- ----- BUILDER MAY CHOOSE QTHER THE DROPPED WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 32-16d TO TRLISS/BEAM 11496.2 F-------- 1HEADER CONDITION OR RAISED HEADER CONDITION DROPPED HEADER CONDITION
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. 1-%*o FOD TO FTG. TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECMRS WHICH ARE EXPOSED M 6-10d IT HEADER
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Qg_ BE RESPONSIBLE 4-1 Od TC JOIST \z�O J�N6" SIMPSON TITEN HD
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/,4" FOR CONSTRUCT10N MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d T) HEADER w/3X3xO.229" WASHER SEE 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 L---- - -- SCHEDULE FOR SPACING HOLD DOWN
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TC JOIST
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM M CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/."o ROE EPDXIED 6" MIN 10849.6 SYP#2 DBL SEE 5/S( 0 SEE 1/SO.1
DOCUMENTS. TOP PLATE BUTT JOINT
(DUAL CARTRIDGE INSTALLATION ONLY):
ABU66 2300 5/8"o ROE EPDXIED 6" MIN 10849.6
REINFORaNG STEEL:- SHALL BE ASTM A615. GRADE 60. SET N/A N/A SIMPSON �PDXY-TIE 11506.4 AT SHEARWALLS AND �FIE�LE) ALTERATION
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE 4-
STRUCTURAL STEEL- SHALL BE ASTM A992, GRADE 50. LIMITED M THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISH SEE DETAIL 1/S0.1
EPDXY- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPON9BILITIESm BLOCKING ONLY REQUIRED_/ WALL SHEATHING 2m
10-16d T� STUb/BEAM/POST CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PONTIGO&ASSOCIATES PRIORTO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"o ROD TO FTG. RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT 805 OPTIONS BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY LSTA12 695 10-10d 13872.5 FULL HEIGHT hm THREADED ROD -on %10 SHEATHING FROM THE INTENT OF THE ORIGINAL
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 11705 13-8d 10552.1 SHEATHING EPDXIED 4"w/3X3x0.229" PT. SYP#2-/ :k CONSTRUCTION DOCUMENTS.ANY
------- TO BE WASHER SEE SCHEDULE SILL PLATE MAX. MIN.' EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTK30 E1
GENEE3 A CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
RAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY-N1,,j ADDITIONAL ENGINEERING OR
TOP PLATE WALL- EE SCHEDULE EPDXYANCHOR TITEN HD GENERAL NOTES. INSPECTION FEES.
FOR STUD SIZE
FLOOR SHEATHING SEECIFICATiONS AND O.C. SPACING. OP1101i ANCHOR OPTION
23/32" T&G OSB OR PLYWOOD SHEATHING. GLUE AND NAIL WITH 10d COMMON 0 6* O.C. EDGE & FIELD WALL SHEATHING M
. . . .... . . . . . . . . . .. . .
ROOF SHEATHING SPECIIFICATIONSv SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
SUPPORTED EDGES
affiNgLL- MIN. 7/16% 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 M 4- O.C. WITHIN 4'-0* OF ROOF EDGE). SEE DET�ILS SEE DETAILS RAISE V' FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE' GENERAL NOTE
8d 3" BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
/-ON S1.01 ON S1.01
TITEN HD 42" 4" 3x3xO.229" 4"
TILE - MIN. 15/32" .32 1 � - �-,2"
/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6* O.C. REI D (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF R)OF EDGE). r w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED
PLAN ANDFASTEN 2
z
EPDXY 42" 24" 3x3xO.229", 4"
4/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-6" OF' ROOF EDGE). I I I - (UNBLOCKED) PANEL EDGE-,
METAL MIN. 1/2", 2 F0 4
N/A N/A
MAS 42" 24" 1 N/A (TYPICAL)
WALL SHEATHING spEcAnCATIONSm NOTES:
FLEXIBLE FINISH-MIN. 7/16", 24/16. APA RATED OS13 OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE---AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE V)
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERb BRITTLE FINISH.
L----- --J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.--"' ROOF
STUCCO FINISH-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP OLATE. (LION) TRUSSES, OR Uj
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS.
MASONRY SPECIFICAnONS* SINGLE STORY MULTY STORY rIF 0
MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 NTH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3")"' PLATE WASHER, A .3*X3*X'/. W1 V/2"0 ROUND
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" M 11" SLIjMP- WR CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED 114 BRICK VENEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. -jAR SHALL STEEL WASHER MAY BE USED.
'*N SOLE PLATE ANCHOR DETAIL a SCHt b� ULE 4�RO
TYP. WALL SECTIONS / 3 OF AND FLOOR SHEATHING NAILING
COCRETE MASONRY UNITS (CMU)s SCALE: .3/4" 1'-0* SCALE: 3/4" V-0-
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1. NQIWAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL \!2.00/ SO/ U LU
REINFORCEMENT IN 5'-Om MAXIMUM LIFTS PROVIDE CLEANOUITS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHFN THE WALL HEIGHT EXCEEDS 5'-0*.
z
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE: ASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BON)S, STACK BOND SHALL NOT BE
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINWkCING, WIHERE PERMITTED, SHALL 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.INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 10d
DIAMETERS INM 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 -,7 NAILS 0 8" O.C.
2PLY I
STAG%RED
1/S1.01. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6-. r It 0
SIMPSON BEAM. 2x4 BLOCKING
Cj cli
SDWC1 5600-'�, 3 PLYBEAM. % 024" O.C. FASTEN
CLAY MASONRY (BRIQKI-, FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF IF "'�2x4 M EACH END w/3-10dj
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FRAMING 0 (1) ROW OF 1 Od A, MENAILS
PLAN FOR EXTEND SHEATHING VERT. ILS`6 4" O.C.
CONCRETE SPECIFICA]IONSo DETAILS (4) ROWS 12d NA
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 F Sl AT 28 DAYS TO MP OF TRUSS AS SH OWN.
AT 12" O.C.
CONCRETE A
AT HORIZONTAL JOINTS. (2) ROW OF 10d
T GARAGE AND PORCH SLABS SHAH HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. MEMBERS
ROOF SHEATHING, SEE STUD BELOW
GENERAL NOTESw SPECIFICATIONS BELOW. (3) ROWS 12d NAILS 0 4m O.C. LOWER TOP 4-10d
HEEL 1p-off AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
FOOTING AND FOUNDATIOINS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES
F001INGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFY §UITABLE 2x SPF BLOTING WALL INTERSECTION
ROOF TRUSSES. 2 & 3 PLY BEAMI ORTHOGONAL VIEW
RIPPED T FIT- 2x4 OR 2x6 POST 210 POST CONDITIONS
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL OF CORNER
SHALL BE COMPACTED M A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN CL Uj
A, I
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS A14D LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 6-Y4-
PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING 51ZE OR LOCATION IS NOT It a
FOUNDATION PLAN SHOWN ON S1.01. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING SIMPSON TRUSSLOK TRUSSLOK z
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 ENGINEERED WOOD ENGINEERED WOOD
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c 0
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN F001INGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 048- O.C. OR ROD CHAIRS.� FRAMING AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, ERE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS SHEATHING MAY SDWC15600 CONDITIONS CONDITIONS
SIMPSON \-TERMINATE AT SIMPSON_/ SEE ROOF 3-PLY
CONCRETE SLABS ON GRADEm TOP OF DBL. SDWC1 5600 FRAMING 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 WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC1 5600 TOP PLATE. SEE NOTE 1 PLAN FOR 1. OVERLAP MP PLATES AT CORNERS AND INTERSECTIONS
TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INM SLAB IN A 112'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATVE METHODS. SEE NOTE, 1 DETAILS 14m L\A- AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL 0
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 0
WOOD FRAMING SPECIFICATIONS* 5" < HEEL < l'--(r HEEL < 50 NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACMIR MAY CHOOSE EITHER OPTION MERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACI NTH MASONRY, CONCRETE OR
SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL AT-ACHED FASTENERS SHALL BE NOTES: JACK-M-KING ASSEMBLIES, CORNER POST, ItTC. OPTIONS ARE SHOWN
STAINLESS STEEL 1. TOP PLATE M STUD NLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
SqWC O�
2. H2.5T MAY BE SUBST11 TED OR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINIFFIRED WOOD TRUSSES* AT TOP 'PLATE TO STUE SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
ATH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSrALLED AT ALL TRUSSES AS B
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WERE PROJECT IS BEING BUILT AND SHALL COMPLY V ROOF TRUSS CONNECTION INTERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-M-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND r5 UILT-UP MEMBER FASTENING
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.- AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS M AVOID NAILING CONFLICTS THROUGH TRUSS. MEN USING (2) STRAPS ON
�1-�-O
SINGLE PLY TRUSSES. PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD M MP PLATE: TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICAT10NS& SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW
'ME CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE
SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E-1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA
ACCORDING M THE MANUFACTURER'S REQUIREMENTS. THE CONTRACMR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD I To TOP PLATE: THAN 4'-6" FOR GABLE ENDS.
SCREW TOP PLATE M HEADER FASTENING: AND
WATERPROOFINGo NOT REQUIRED AT GABLE- SEE DETAIL AT RIGHT. NOT REQUIRED A A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS.
THAN 4'.-6" 0 GENERAL
I A PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK L I L SDWC SCREW O� NOTES
STUDS SEE PLAN
CONNECTION STUDS SEE PLAN 24" O.C.
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEAFUNG WALL BUILT-UP POST IN THE WALL ... (2)12d TOE HEAD QR SILL DO NOT SCALE DIMENSIONS FROM
MP PLATE TO MP PLATE FACE NAIL 2-GUN NAILS 0 12* STAG. GABLE X-BRACE. SEE DETAIL 104%.1 SCH HEAD QR SILL THESE DRAWINGS.IF A DIMENSION IS
L31/2 01/2 x1/4 4" C-00P (MIN) EDULE FA 2X6 WALL UNCLEAR REFER TO THE
MP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 600 80-000 HEADER SIZE, JACK AND KING STUD NAILS E.E. PLATES SEE IL PLATES S ARCHITECTURAL DRAWINGS OR
DBL MP PLATE M STUD FACE NAIL (2-16d) 3-GUN NAILS L 4 x V/2"XV4 DESIGNATES SHEARWALL THE QUANTITY. HEAD QE SILL KING STUD TO FRAMING BELOW- ROUGH OPN'G, SEE ARCH SCHEDULE TRUSS TO PLATE:
L5x3l/2 Y/4 10'-0" --------- HIDDEN LINE DESIGNATES SIDE OF IV
Rim JOIST M TOP PLATE ME NAIL (8d 0 6-) GUN NAIL 0 6- SW WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1h" UGH OPN'G. SEE ARCH SDWC SCREW PLAN NAME
ME NAIL (3-8d) 5-GUN NAILS NAILING- DESIGNATES Od COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR CATALINA - SHINGL
LIS x 31/2"x 1/4 6" 12'-0" TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
CEILING JOIST TO TOP PLATE L 7 x 3/2"XV4 6 16'-0" BcI0376- I E
O.C. EDGE & 6" O.C. *IN THE CONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS- FACE NAIL (3-16d) 4-GUN NAILS 1. STEE 36" FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED
L LINTELS TO BE MINIMAL SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS / BMB/LAP
CEILING JOIST M ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT
ADJ ADJACENT LG ong JACK TRUSSES LESS SDWC SCREW 0
JOIST/TRUSS M PLATE ME NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANUF-- Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" O.C. DATE
PAINT. WEATHER BOT BOTTOM MONO - Monolithic WALLS THAN N-6 F it 2X4 WALL 08'.29.16
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS I
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD CMU CONCRETE MASONRY UNIT OSB - Oriented Strand Board DER FASTENING SECTION. SCALE
BE LATERALLY SUPPORTED NOT M
DBL DOUBLE PERP �- Perpendicular A A I
BARRIER BRG BEARING OC - On Center HEA
KING STUD TO FRAMING BELOW: AS NOTED
ROOF RAFTER M 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. DIA DIAMETER PRE E14G - Pre Engineered
CS18 STRAP W/6-10DXO�' LPA No.
SCREWS INTO HEADER PROVIDE A V2 LINTEL EA - EACH PSF Pounds per Square Foot
CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. 0 EDGE ATTACHMENT
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch
TOLL-16-00491
CONT. HEADER M STUD ME NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT DRESSURE TREATED STUD OR 2X1O 0 INTERIOR OR EXTERIOR SIDE OF WALL. CE COPY
STUD TO SOLE PLATE ME NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL OT uick Tie SOLE PLATE CONNECTOR LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN- STRAP NOT REQUIRED AT THE FOLLON CONTROL No.
HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6w OF/ SCHEDULE AT LOWER LEVEL HEADERS-/-'- w/8-1 Od COMMONS GABLE ENDS OR
SOLE PLATE To JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 0 80 TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS 5350
WIND FDN - FOUNDATION SPF -30pruce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' 0 SHEET
SYP, - Southern Yellow Pine TH AN 3 -OR CODE COMPLIANCE
NAIL SPECIFICATIONS -ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTIEL, FT - FOOT SINGLE STORY (STACKED WIND MULTI STORY -361R%Wfteffi'�
3%0.131"o = GUN NAILS 2"4.1113"0 = RINK SHANK AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG - FOOTING THRU - Through (UNSTACKED WINDOWS)
12" OF OPENINGS. PROVIDE-3&*0 WEEP TYP - Typical TY CITY OF ATLANTIC BEACH
2*4.1113"0 = 6d 2/2"x0.131"O = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION MEW HDR - HEADER UON - Unless Otherwise Noted 8 PICAL HEADER STRAPPING Grerm PERMI%FGR ABBITMNAL
HORIZ - HORIZONTAL Soso
3"xO.148*0 = 10d 31/2%0.1162"0 = 16d FLASHING. OF BRICK LINTEL LBS POUNDS VERT Vertical
'0 3
FSAR
Cl' :A D E R1.
OP0 4S
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EE
171
tc
1L -1.
2 DBL -CSEE 5/S
PLATE
A!., 4
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11/2"xO.148"o 10dxl'/2" 11/2%0.131"0 Bdxl'/2" A WW`F Welded Wire Fabric -�-O REQUIREMENTS AND CONDITIONS
REVIEWED
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE w/ 10d 0 4" O.C. WALL SHEATHING
PLATE w/ 1 Od 0 3" O.0
8d COMMON WIRE NAILS
2x4 BLOCKING BETWEEN EA. TRUSS.
-4- TO BLOCKING 0 3" O.C. IN
\ ATTACH AT EACH WALL STUD w/ 3-16
7-NAILS AT EA. FRAMING INTERSECTION.
V I (MIN. OF 6-16d BETWEEN EACH TRUSS)
T DBL. TOP NOTCH HEADER
MA
BLOCKING ONLY REQUIRED
PLATE BELOW TOP PLATE
AT SHEARWALLS AND
STUCCO FINISH P RICH SHEATHING, Lou Ponti8o and
5-8d COM S E SPECIFICATIONS HEADER IN. Associates, Inc.
EACH SIDE Eta PORCH
B LOW
16d COMMONS OF SPLICE 16d COMMONS
2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS--- HEADER,
0 80 O.C. SHEATHING SPUCE 0 8* 0.C. 24" O.C. BETWEEN OUTER WALL- PORCH PARALLEL HEADER & SUPPORT FULL HEIGHT-- 0 0, SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
& FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)M STA24 DETAIL B Jax. Beach, Florida 32250
TO WALL
BBON CONT. RIBBON 8d COM 0 STRAPS ANCHOR OR DTT2Z -41��MIN. (2)2x4 WOOD Ph. 242-0908 Fax. 241-9557
CONT. RI EACH END w/ 3-0.131x3" NAILS PERPENDICULAR HOLD DOWN AT -+-
BOARD (TYP) BOARD (TYP) 3" 0.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 SC:CA#3579
EACH SIDE TOPORCH HEADER. WALL
FLOOR OF SPLICE FLOOR OPTION A
FLOOR TRUSS 24" 16 GUAGE POST BASE: SHEATHING
TRUSSES TRUSSES
OST 4x4 POST.ABU44
OR JOIS OR JOIST. 2x4 SYPff2 STRAP w/1 1- P 24" 16 GUAGE STUD WALL FRAMING
T. SHEATHING SPLICE DIAGONAL 10dxlX" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 /-w/ 2x SOLID BLOCKING
FASTEN EA. 10dxlN' EA. END LSTA1 2 FOLDED OVER TOP looe AT SHEATHING EDGE 010"Of!"Ifti,
DOUBLE TOP PLATE
END w/ PLATE w/!�-10d NAILS 8d COMMON WIRE NAILS R J,
�Y4* OSB or PLYWOOD PORCH. CONTINUOUS OVER- INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C.-N-/
3-10d COMMONS I - I to a
RIM BOARD Y4* PORCH HEADER, NIA SLAB 6" HEADER NAILS INTO BEAM. SPACE
SEE PLAN
SHORTER THAN HTS16 MAX 0 48" O.C. OMIT IF WALL
WALL FRAMING WALL FRAMING-/ �_FLOOR SYSTEM. ALIGN CEILING WALL FRAMING or STRAPS MSTA24 R I SHEATHING IS INSTALLED
VERTICAL JOINTS WITH LINE STRAPS EPDXIED 6" ON FACE OF BEAM ROOF TRUSS No. 71 6 Cn
WALL SHEATHING
OR JOIST
SHEATHING SPLICE
FOR PERPENDICULAR
r JOINTS INSTALL FLOOR TO PI,IAN jd� T TiON S
FLOOR STRAPPING R
PER PLAN MEW OF ELEVATION MEW OF 00 TRUSS cONNEc
8-GUN 00 SEE DETAIL B ABOVE "0 STA7-E
BLOCKING ONLY REQUIRED 5-8d COM
ORCH IdEADE fj PORCH HEADER PORCH HEADER
OPTION 1 OR 2
NAILS CONTINUOUS 2x6 SYP
'AT�tORNM P U -P- I -
AT SHEARWALLS AND EACH SIDE AT POST ATPOST #2 4r
STUCCO FINISH :1 1 * _q:
OF SPLICE FULL HEIGHT I I LEDGER FASTEN WITH
OPTION 1 OPTION 2 0RI 00
ANCHOR OR DTT2Z 5-0.1310" EA. STUD.
OVER LAP SHEATHING APA RIM BOARD OP110N FLOOR TRUSS PARALLEL PORCH SHEATHIN '; SPECIFICATION& HOLD DOWN AT MIN. (2)2x4 WOOD
1/2" GYPSUM.(wArER PROOF) GREEN BOARD. w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OFPOST BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR QP110N B TO PORCH HEADER. DETAIL A Ch ri sto ph er j Sabourin PE
1. CONTRACTOR MAY CHOOSE OPT10N 1 2 OR 3. (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
FL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS tl�TYPICAL PORCH BEAM CONNECTION WjEN 4 WALL ADJ. TO ROOF CONNECTION N§0110101117i;��
ul SO.1 SEE CONSTRUCTION SPECIFICAT`IONS FOR ROOF IREVISIONS DA
�-�O AND WALL SHEATHING AND STUD FRAMING.
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/ 0.1310" 0 3" O.C. 1/-�AD B FIELD ALTERA-nON
2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF it-----------t t----------t IDA CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP-- ,,,�ROOF TRUSS. TRUSS. SDWC 15600 -------4 -----------4 m PONTIGO a ASSOCIATES PRIOR TO
PLATE w/ 4-0.1,310" 111/4 SHEATHING FASTENED TO 0 32" O.C.
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS U MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
0 CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
-\72x SYP#2 CONT. ATTACH 16* MAX. SHEARWALL OSB WALL o BEING APPROVED BY LOU PONTIGO a
FASTEN CATS EACH END w/],-- To TOP PLATE AND TRUSS SHEATHING L ---t QJ o D ASSOCIATES MAY RESULT IN
3-0.1310" COMMON TOE NAILS w/ 0.1310" 0 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-/ INSPECTION FEES.
C
SHEARWALL OR_/ SHEARWALL _41 Z6
EXTERIOR WALL SW 8dO3 SIN 8d H
PERFOR TED SHEARWALL SEGMENTED SHEARWALi.I STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
U M Loyaq STUDS UPPER TO LOWER SMOS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
OSB DIAPHRAGM' FASTEN ROOF FLOOR DECK-\ - - - 10d 04"O.C. FLOOR SW,8dO3 : (2) CS18 STRAPS SIN 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED z
TO NAILER w/ (1) ROW 8d TRUSS.N 2x4 SPF#?_ CONTINUOUS -;!s TRUSS. (1)- END STUDS M FOUNDATION /all END STUDS TO FOUNDATION
0 3" O.C. FASTEN TO TOP-- 7/ - OSB LEDGER FASTENED 75W 8d03/6: HTT5 OR HDU5 IT;,8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNEC11ON LD
PLATE w/ (2) ROWS TRUSS WEBS WITH rA CONNECTION CONNECTION
PLATE ANCHORS SOILE PLATE ANCHORS UPLIFT CONNECTOR UPLIFT CONNECTOR
OF 8d 0 3" 0.C. BLOCKING w/3-0.131 x3" 5.11EARWALL NOTES: TE CH DULE ON DETAIL 3/SO.O CALL OUT CALL OUT
PANNEL FLOOR COMMON. 1. AT ROOF TRUSS, S TEE SCHEDULE ON DETAIL 3/SO.O Ln
2x4 SPF FRAMING T T I C:)NTRACTOR MAY SHEARWALL NOTES A H2.51 0 32" O.C. TOP & BOT A LS18 0 32" O.C.
SYP#2 2x4 NAILER FASTENED ALL AROUND CIOOSE A,B,C.D. OR G. 1. PROVIDE 3(6* OSB SHEA HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN Uj
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END wl 2x4 SYP#2 CATS AT 12" X C (1)MSTA24 S-MAPS
(2) ROWS 0.1310" 0 3* O.C. INTERIOR 3-0.13lx3" NAILS 0 6* O.C. \\-O.C. FASTENED TO TOP 2' USE ALTERNATE A. C (2)CS16 STRAPS
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- COMMON. EIDING BETWEEN ROOF END P 'FOR SW.
� O$TS
SHEARWALL OR L OR HTT4 HOLD DOW AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
\-5-16d NAU-S EXTERIOR WALL TRUSSES.
ALTERNATE Q ALTERNATE E (TYPICAL) 3 USE ALTERNATE FASTEN ALL INTERIOR SIN TO ROOF OR FLOOR TRUSSES PER 5/S0.1
ALTERNATE-f E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O Uj
SHEARWALL ATTACHMENT AT ROOF Ef FLOOR RUSS ATTACHMENT TYPI(-%AL SHEARWALL ELEVATION V&*N 7 HEADER TIE DOWN
/0-5
INIS0.1) P DE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SIN END POSTS. IS DETAIL "ONLY APPLIES I WHEN NOTED ON PLAN
0
8d COMMON NAILS L 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE 13RAONO 1601ES MQ SPECMATIONS
ROOF NAILS (TY 2x4 SYP#2 OUTLOOKERS TRUSS BRACING
AT 3" O.C.(TYP) 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 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON)
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 'CID
w/ 4-12d NAILS AT EACH RAFTER. 6_10d (1)DIAGONAL BRA R 2.)BRACING LUMBER SHALL INTERSECT
(4) TRUSSES APPLIED
TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER. Uj
2X6 3.)PERMANENT PERMANENT BRACING 0 Z
ROOF TRUSS] ROOF TRUSS ANGLE BRACING APPL 101 WHERE NOTED ON TRUSS MFR. SHOP
DBL. SYP#2 LEDG SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WE13S. 1.1 DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATTACH GER NAILS FROM RAFTER TO LEDGER THESE STRAPS I I I I I I I PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACL FASTENED TO BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 1 1.1 PERPENDICULAR TO TRUSS BOTTOM
BLOCKING MEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6*O.C. I I CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE TRUS NTH 2-8d COMMON NAILS. AT
PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-Om FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING. SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS
REACTION LEDGER SIZE & NAILING REAC11ON LEDGER SIZE NAILING TO BE BRACED.
TRUSS SHOP DRAWING FOR QTY. AND
AND ROOF MEMBER. END W/ 3-10d TOENAILS (APPROXIMATELY 457.) TO THE
0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/4"OxV SDS SCREWS LOCATION. LE MORE THAN (1) LATERAL-/ T EXTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"04* SDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE LL BETWEEN EACH LINE OF BRACING
1251-1540 2x1O w/ 10-0.1310" PLT W/ 2-H2.5T 1�5 AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.1310" CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 1 NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.131x3" TOE NAILS 0 8*O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION. FROM BOT. CHORD OF TRUSS
DM 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. 8-10di LSTA12 0 48- O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM- COMMONS I MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL
SDWC15600 0 36" O.C. OMIT IF
E E DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING
E *4EN 9 ri 0
T THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. \z2,1jNOTES: 1. SPACE GABLE END BRACING 0 4'-6* MAX. V0.1', SCALE: 3/4" l'-O" FRAMING
L EC�N 10� %%moor MIN 2 PLY S D MIN 2 PLY STUD
_ OT
D�E_R
C
TRU 0 L
ENGISNE?ER NOT SHOWN FOR CLARIYTY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF STUDS IN LIEU OF 2 STUDS
",TAILS
ITS ACCEPT LE ITS ACCEPTABLE GIRDER 'MUSS DO
TO SISTER TO SISTER A OR BEAM GIRDER TRUSS
FULL HEIGHT
WASHER - PLAN 1XI MIN 2 PLY 36" LONG S D 36* LONG STUD OR BEAM
VIL_ ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/1 FASTEN w/12-
@ FOL) OVER TOP PLATE (2)MSTA24 STRAPS
0.1310" GUM 0.1310" GUN NAILS
OFFIC I CO
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d-\ FOLD OVER TOP PLATE SIMPSON HTT5 OR
DOUBLE .-FULL HT. SYSTEM SHALL CONSIST OF %*0 A-307 THREADED FASTEN w/18-10d HDU5. FASTEN NAILS (2)MTS12 (2)MTS1 2
SOLE ANCHOR IN
0
UPLIFT FULL HT. TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS
PLATE - ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENM ABOVE r M ON 00 NOT SCALE DIMENSIONS FROM
S 7
SEE PLAN 4 THESE DRAWINGS.IF A DIMENSION IS
PLATE TOP PLATE, PROVIDE A 2"X 2*X A" STEEL WASHER. w/8 Y4"xlX
UNCLEAR REFER TO THE
-WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SC ARCHITECTURAL DRAWINGS OR
D NUT. (TYP.) of SIMPSON FULL HEIGHT
OR POST. THREADS TO EXTEND ABOVE TIGHTENE FULL HEIGHT LTT20B THREADED ROD
0 MINIMUM 2 PLY ROD (2)H2.5T (2)H2.5T
ROD
FULL HEIGHT ROD INSTALLAT`ION: AT ALL PLATE PENETRATIONS, MINIMUM STUD )r THREADED ROD WITHIN 6" OF
MINIMUM
ND STORY
SEE PLAN DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY 00
ELEVATION STUD 0 Xx6' TI TE STUDS PROVIDE CATALINA SHINGLE
COUPLER TIGHT STUDS PROVIDE ROD EPDXIED
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE 00 PLAN NAME
THREADED ROD PROVIDE A HOLE IN THE PLATE 34' LARGER THAN THE 2 PLY-\ EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY-\ AT 2
TURN TITEN HD THREADED 0 N J�ID STUD r
X" THREADED ROD 2 CS18 STRAPS
00
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE I CS1 8 STRAPS 7.5" MIN
STEEL COUPLER
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE TUDS DESIGN/DRAWN/CHECKED
(oPTIONAL, LOCATE @ FULL HT AT BASE XIED 4" MIN OR AT BASE OF STUDS
OF S .0 E 0 dr-II(FLOOR TO 171-02f)JI
ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER J�4* TITEN HD CS / BMB/LAP
ANCHOR _I(FLOOR TO FLOOR)11
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC (%-x6;Y4-) MINIMUM
VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO
AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLAN DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
IM NUT A9OW M UPPERMOST PLATE SHALL SE SIMPSON DTT2Z /-STUD %" ROD DTT2Z 08.29.16
FULL HEIGHT ANCHOR INSTALLA11ON CHART SOMM OVEIR IM WWIER TO A URIC-710"T w/8- Y4"x1)j* HTT5 ROD HTT5 SCALE
FLOOR CONUTION PLUS ONE-MILF TM W A STANDM SIDS SCREWS BUILT-UP POST, BUILT-UP POST,-
FRAMING 0 WAMM (APPROX11MATEILY 30 FT.-M OF 10KA4 AS NOTED
THREADED OUS TO SHRMOM AND OWFAMON (IF OU1111MG SEE PLAN. SEE PLAN.
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTW70111S W4LL 1RE-7WYEN NUT TO 30 LPA No.
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE ".-LB& W TOR" AFM ALL 1RAOES ARE
SEE PLAN PER PLAN. 3/8 1400 14"o 2x2x,/a* 4" 4's 20# 30 OOMPLE7E AND PRIOR TO 14SULATM TOLL-16-00491
�mp EMBEDMENT 5/8 �Y,-o "0 3x3x'/," 7.5" 12" 2)r 3m EE!QXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTT20B CONTROL No.
DEPTH LmILLED & EPDXY ANCHORED. SEE INIST&LATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 5350
MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE
FULL HEIGHt ANCHOR REWIRE.MENTS FULL.-HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL SHEET
WALL SECTION THREADED ROD INSTALLA11ON CHART FULL HEIGHT ROD ALTERNATE
***N ATTAC rl 4� rl 5*N W&JEN 16 GIRDER BEAM STRAPPING
/1_2� FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM rl 3 HMENT FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL S061
\p RCI
tSE
LO,
E
WAL
G Ll ZOD
MIN
AEE
N D�0' loe��Is
11f
AW V
CWr-A0WA1 It VL
0346 71
CH I
4D
7EA
2AU rl
LU
(gWTH
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \Zaj
ol ALTERNATE 0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET2 OF 9
OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE ALWAYSPLACE
. . . .. . . . . . . . . .
TOP PLATE HEADER AT
TOP OF ROUGH
CRIPPLE OPENING
STUD
. .. . . . . . . . . .
GARAGE . . .. . . . . . . . . . . . . . .
HEADER . .. . . . . . . . . . . . .
GARAGE HEADER, GARAGE HEADER,
. . .. . . . . . . . . . . . . FULL HEIGHT
ALWAYS PLACE GOAL POST. FASTEN TO STUD SEE PLAN-\ SEE PLAN
. . .. . . . . . . . . . . . . THREADED ROD--,�,,
HEADER AT PACK WITH 2-ROWS OF 16d . .. . . . . . . . . . . . . . . Lou Pontigo and
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. Associates, Inc.
OPENING
2)20ga STRAPS
HEADER TO JACK ATTACH GARAGE DOOR THRU TEXTEND HEADER TO
UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 420 Osceola Avenue
(2)2x6 KING STUDS H TT5 W/ STUD PACK, PER GARAGE DOOR N"\-(2)MSTA24 7-6x6 POST AS SHOWN. Jax. Beach, Florida 32250
-O"x4'-O* PIECE OF WALL Ph.242-0908 Fax.241-9557
(2)2x6 JACK STUDS THREADED ROD SUPPLIER (2)MSTA24
EPDXIED 12"-\ 4'
SHEATING INSTALL ATUPPER FL:CA#8344 SO CA#3579
HTT5 w/ z (2)2x6 CORNER 1" BELOW GARAGE HEADER
DETAIL A
(2)2x STUD CORNER\ THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS
EPDXIED 12" ALWAYS PLACE AND (1)\ SHOWN)
> e I p KING.
HEADER AT
P.T. SOLE PLATE-,, TOP OF ROUGH FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS 4%,
... GARAGE HTT5 w/ OPENING IN 3" GRID PATTERN AS SHOWN AND 3* O.0 IN ALL FRAMING ,v;IER
SOLE LATE / I I I �v 000084
FLOOR ANCHOR THREADED ROD JACKS AND KING (STUDS, BLOCKING & SILLS) TYP. 00#0
CIO 0
cE
EPDXIED. 12" STUDS PER PLAN.
SOLE PLATE 4- A A
ANCHOR GARAGE WING WALL SECTION HTT5 w/ DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS No.7 1
THICKENED SLAB EDGE ... In
%" THREADED ROD ...
AT GARAGE OPENING. C'4
EPDXIED 12" 6x6 POST WITH ABU66
w/ 5/8" THREADED ROD
4 Pj�. SOLE STAT F
44.
A%
NOTES: PLATE
THIC B EDGE AT
EPDXIED 12" MIN
Ilk
GARAGE -OPENING.
�% 1^
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.
V
P
0
C
N
00
a
GARAGE WING WALL ELEVATION
4 44
C h r i s t o p h e r j Sabourin PE
F L P E#714 61
VWN GARAGE HEADER FRAMING GARA-G E CENTER WALL FRAMING WHM 3 GARAGE WING WALL FRAMING LESS THAN 12 r"TE�ISICINS DATEN�
SCALE: 3/4" V-0" DETAIL ONLY APPLIES WHEN NOTED ON PLAN
KING STUD TO TOP PLATE*
SDWC15600 SCREW. r�FIELD ALTERAMON
I
CONTRACTOR SHALL CONTACT LOU
0 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
ROOF SHEATHING PER FIELD ALTERNATIONS MADE PRIOR TO
1-MTS12 STRAP CONSTRUC11ON SPEC's STUD TO BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
0 EACH RAFTER SDWC1 5600 SCREW.-0 ADDITIONAL ENGINEERING OR
0 32m O.C. INSPECTION FEES.
10d COMMONS 1/2"00" S.S LAG BOLT
2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c_'_'..
w/3-#&3V WOOD CONSTRUCTION SPEC'S SPLICE 2x6 x 4-6" P.T. SYP NO.2
SCREWS 0 16"O.0 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF
2x6 SPF#2 RAFTERS HEADER TO JACK STUD
0 24"o.c TRUSS 0 24" O.C.
ALIGNED w/ STUDS I-MSTA24
2x6 SYP#2 LEDGER H2.5T
w/2-1/4%6-
6.SDS
SCREWS 0 1 O.C�� z
�j
2x4 SYP#2 LEDGER 0." LD
w/2-#8x,3V' WOOD"� PRE-ENGINEERED-
5-10d NAILS WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING
SCREWS 0 16"0.0 12d COMMON RIPPED TO FIT BOT PLATE TO FRAMING
6x6 POST SEE PLAN-,""' 00e NTH GAP SHOWN BELOW CS180 320 O.C.
WIRE NAILS IN
(2)H2.5T
1 0 4m 0.C. Uj
1-H2.5T 0 2x4 SPF#2 JOISTS I ' 'i
4x4 HORIZONTAL LEG STAGGERED SOFFIT, SEE
ARCH.
EACH JOIST ALIGNED w/ RAFTERS 3-10d TOENAILS Ile) Ln
%*x8n LAG SCREW 0
EACH SIDE
RECESSED zz=
ARCHITECTURAL 4x4 DIAGONAL DOUBLE-/
BRACKET TOP PLATE 1 x4 P.T. SYP
FASCIA
WALL FRAMING %"W LAG SCREW Uj
SEE PLAN RECESSED
SHEATHING MAY
4x4 VERTICAL \-TERMINATE AT
TOP OF DBL.
TOP PLATE. ir
ALL EXPOSED METAL ALL EXPOSED METAC,
CONNECTORS AND 14—
CONNECTORS AND
FASTENERS SHALL FASTENERS SHALL
BE STAINLESS STEEL BE STAINLESS STEEL
S RAFTER TAIL DETAIL WHEN 7 WALL STRAPPING DETAIL Uj
r47� SHED ROOF BRACKET DETAIL r5 HED ROOF - BRACKET DETAIL
\,SO.2,/ SCALE: 3/4" 1'-Om \,SO.2,/ SCALE: 3/4" 11-Ow THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0 Uj
z
0,//
0
4 0 11,0,,,A 0 4 40 STUD TO TOP PLATE*
SDWC1 5600 SCREW.
0 32m O.C.
STUD TO TOP PLATE:
SDWCI 5600 SCREW.
0 32" O.C.
STUDS TO TOP PLATE STUD TO SOT PLATEs
ROT PLATE TO TRUSS SDWC15600 SCREW.
X%W LAG SCREW 0 32" O.C. MISC
WITH ROUND WASHER
AT EACH FLOOR TRUSS
FRAMING
DETAILS
WALL
SHEATHING
BOT PLATE TO FRAMING
WU�M CS180 32m O.C. CS18 w/7-10dx1)!r
STUD TO BOT PLATE* EACH END 0 48" 1
ROT PLATE TO TRUSS TRUSSES PEREENDICUL R TC WALL ABOVE SDWC15600 SCREW. O.C. STRAP CAN BE
INSTALLED EITHER
X%4)f LAG SCREW 0 32" O.C.
NTH ROUND WASHEF FACE OF STUD z CS18 w/7-10dx1h" 00 NOT SCALE DIMENSIONS FROM
------- -------- -------- 77777777 EACH END 0 48" THESE DRAWINGS.IF A DIMENSION 6
AT EACH FLOOR TRUSS a 11
O.C. STRAP CAN BE UNCLEAR REFER TO THE
INSTALLED EITHER ARCHITECTURAL DRAWINGS OR
FACE OF STUD
F OOR FLOOR 8d 0 3" FLOOR
----------------- ------- ------ --77
TASES TRUSSES TRUSSES
OR JOIST. OR JOIST. OR JOIST.
CATALINA SHINGLE
DESIGN/DRAWN/CHECKED
OP TI ON EL BEAM SEE CS BM B/LAP
OPTION A
1V STRAPPING OVERLAP PLAN DATE
TRUSS OR BEAM PARALLEL TO WALL ABOVE SHEATHIN.CL OPTION Q
DROPPED BEAM 08.29.16
SCALE
WALL STRAPPING DETAIL WALL STRAPPING DETAIL IQW-7�6 , WALL STRAPPING OVER BEAM
AS NOTED
r3l���THAISDETAIL ONLY APPLIES MEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED 014 PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No.
TOLL-16-00491
CONTROL No.
5350
SHEET
OFFICE COPY S0e2
SHEET 3 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
ORCE GARAGE STEMWALL
W4#4 24" O.C. SEE 3/S1.01 (TYP.). 00
CONNECT MONO TO 7i
N .7 1
STEMWALL W/2-#5x3O"
DOWELS EPDXIED 4 of ^1 3
>
S1.01 S OF
00
S1.01 MIN. (TYP.). \�'5t-1I,Q J-1
r
A-
0 00
--- - - - --- -- - - - - - - - - - - 9 -- - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - -
Christopher ) Sabourin PE
FL PE#71461
3 J-
I-
4" CONCRETE SLAB W/
\,01 rT11 171 1 4P-6pp DATE
1 16 40
FIBERMESH @ 1.5 LBS/CU.YD. REVISIONS
OF CONCRETE OR 6x6 Wl.4xWl.4
1 *A
WWF ON 6MIL VAPOR BARRIER C-4
IN PREPARED GRADE.
STAIRS __17
BY BUILDER. 'N�_i K"2 I- __17
^4 S1.01
PAVERS
- - - - - - -I- S4CU T
BY OTHERS "�LV
RAT
rFIEUD ALTE ION
+
J- :3 CONTRACTOR SHALL CONTACT LOU
p PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
F3. MODIFICATIONS WHICH MAY VARY
of -I- -FT FROM THE INfENT OF THE ORIGINAL
F_ I- ILL__1 CONSTRUCTION DOCUMENTS.ANY
-I- _17 FIELD ALTERNATIONS MADE PRIOR TO
I BEING APPROVED BY LOU PONTIGO&
00, ------ C) ---17:3 ASSOCIATES MAY RESULT IN
000 '0
N ADDITIONAL ENGINEERING OR
< If%S PECTION FEES.
I- _17
Sim
e-
ji, 3 -
-4 to I r-- n
-6 S1.01
6 1-- 17
Y, 4-- I- I z
C-4 < \ F_ RA
N I
I I I I L9
*111 SAWCUT
PROVIDE 2-#4x4
L
CORNER CRACK BARS Ln
AT SL PIPPTIMIZ Uj
^4 1 to
JJ :17 4 0`0 IF
_j
0 /1 6 �7'1 4 - J- -1-11=1
Ir__ -1---I"T
W.V '
6 7
0) S1.0 F2.0 L---------- Uj
F ,
11 11 11 11 1 1 1
- - - - !.- 74
h u T i F I
F
12xl2 MASONRY PIER BELOW i - %�_ 11 11. 11 11 11
L -In
ARCHITECTURAL COLUMN
ABOVE. TOP OF PIER IS 6 to Uj
'00.. .......... Ul
F2.0
ABOVE PAVERS. REINFORCE
w/2-#5 VERTICALS (TYP.). S1.01
F_ 3$ 1 to 41-9to L20-4$p U,2$-7`p FF. 3$3, of 9 p-lipt -�01 lip \ to '_10$0, 1
Lo 2'j 6
PAVERS -3-:7 5
BY OTHERS 2
PROVIDE SAW CUTS PER 23 S1.01 t Uj
F_ Sim Z
5/Sl.01, BUILDER TO
STAIRS COORDINATE WITH FINISH T I
BY BUILDER. FLOOR MATERIAL.
S1.01
6 4-
1
S1.01 �j
6
\�Lo�1 S .01
4 'X,'X,
S1.01
PAVERS
BY OTHERS S1.01
PAD FOOTING, kE
DETAIL 9/Sl.011-4 (TYP.).
4
FOUNDATION
_fl-H
If I K/XX Y,,
El
F2.0 F2.0
CONNECT MONO TO
S1.01 STEMWALL w/2-#5x3O" <�Si.ov
DO NOT SCALE DIMENSIONS FROM
DOWELS EPDXIED 4
THESE DRAWINGS.IF A DIMENSION IS
M IN. (TYP.). UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
10 CATAUNA - SHINmmmmw*)
PLAN NAME
FOOTING SCHEDULE AND NOTES FOUNDATION PLD N GLE
= i*-Opp
SCALE: 1/4 DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE
it-Opp CS / BM B/LAP
3-#5 EA. WAY BOT. 2'-Ow 2$-Opp F2.0 DATE
3-#5 EA. WAY BOT. it-Opp 20-15" 29-6'1 F2.5 .16
3-#5 EA. WAY BOT. it-Opp 31-010 3'-Opp F3.0 SCALE
4-#5 EA. WAY BOT. if-000 30-13" 30-6*0 F3.5 AS NOTED
4-#5 EA. WAY BOT. i P_opt 4p-O" 40-0*0 F4.0 LPA No.
4-#5 EA. WAY BOT. 1'-0" 4'-6- 4'-6" F4.5 TOLL-16-00491
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 5350
REFERENCE ONLY. SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S190
PROCTOR IN ACCORDANCE NTH ASTM D 1557.
F7mM om7
m
:f4�4
.\51
-V01-
COO
3,
SHEET 4 OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. -4- AND ANCHORAGE PER CONSTRUCTION SPECS.
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 -#5 CONT., PROVIDE SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. CORNER BARS (TYP.) SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontiso and
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN 420 Osceola Avenue
PERMANENT LATERAL SLAB ON Jax. Beach, Florida 32250
SLAB ON GRADE, 52
SUPPORT DETAIL. 4 'd -0908 Fax.241-9557
4 < r SEE PLAN. I------ GRADE Ph.242
4 <.1% p
SEE PLAN.
N\\-,I
GRADE OR CONIC.
SLAB, SEE PLAN. 011-
8" CMU STEM WALL W/ lop"
#4 DOWEL TO MATCH VERT. 0,000f all
SLAB ON "
a SHOWER PAN SLOD ES TO DRAIN, SEE ARCH 4 'a - -Z� #4 VERTICAL DOWELS @ 24p, O.C. 000�\c 0,
-d STEMWALL REINFORCING (SEE 4- —4
STEMWALL SCHEDULE \1-1'
GRADE 7-
PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 90* BEND INTO FTG. F
SCHEDULE) w/ 6" HOOK INTO UU
SEE PLAN
CMU 00 No. :P1
REINFORCING FOOTING. LAP VERT REINFORCING =on - 0. = In
COURSES 4 :
4 25" IF STEMWALL IS GREATER a
1 TO 6 #4 VERT. 0 48"O.C. V--q
S7rA-
THAN (3) COURSES. -J
In u AN
'4
X 7\
7 TO 10 #4 VERT. @ 24"O.C. ISTEMWALL, :SEE 1 /S1 .01 4 CONTINUOUS CONCRETE
.4 � .*& X
CONT. CONCRETE FOOTING
11 TO 12 #4 VERT. 0 8"O.C. C FOOTING tdA
43Y LEAR
T
�-STORY, w/(2)#5 CONT. P
STEMWALLS OVER 6 COURSES TO 8"d x 16"w
HAVE TRUSS TYPE HORIZ. JOINT L.2—STORY, w/(3)#4 OR (2)#5 CONT. C h r i s t o p h e r J Sabourin P E
REINF. BETWEEN EVERY OTHER 1 O"d x 20"w 10 x20 i I FL PE#71461
COURSE. FILL CELLS SOLID.
w/ 2-#5 CONT.
REVSK)INIS D�ATE�
GARA
STEMWALL FOOTING Ko"2 FO ING '�V/ SHOWER RECESS r3 GE STEM WALL
1\ -�01 SCALE: 3/4" V-0" S1.01 (IF EQUIRED) S1.01 (IF REQUIRED)
FIELD ALTERATK)N
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
STEP, SEE
FIELD ALTERNATIONS MADE PRK)R TO
ARCH. 4' BEING APPROVED BY LOU PONTIGO 8
ASSOCIATES MAY RESULT IN
(4" M AX.) ADDITIONAL ENGINEERING OR
4- TYPICAL WALL FRAMING EQUAL TO SLAB INSPECTION FEB.
AND ANCHORAGE PER THICKNESS.
CONSTRUCTION SPECS. 713 SLAB RECESS
BRICK VENEER IS z
SLAB ON ACCEPTABLE WITHOUT o
r GRADE, WALL FRAMING INCREASE OF FOOTING
WALL FRAMING SIZE.
ISEE PLAN. 1 DEEP SAWCUT w Ln
SLAB ON GRADE,
4 4 2-#5 CONT.
X 00 ELASTOMERIC SEALANT SEE PLAN Uj
< STEP, SEE ARCH. PLAN.
N SLAB ON
'4�
0 -0 :i SLAB ON GRADE,
4
C14
---------- GRADE `SEE PLAN.
Go
0 10
4` ALT. FOOTING AT - 1'/ -
NOTES: "'SEE PLAN. 4
BUILDERS DISCRETIO4.,
1 PROVIDE SAWCUTS TO' CREATE
#3 @ 48" 0.C. OR APPROXIMATE 12' X 12' MAX. SQ.
ROD CHAIRS (TYP.) 2) SAWCUT CONIC. SLAB WITHIN 4 TO
3
12 HOURS OF CONIC. PLACEMENT. OPTIONAL
8"xl 6"
it t -.4 - 1-STORY, w/(2)#5 CONT.
12 W/(2)#5 CONT. 2" FLAIR 8"X20$9 1 8"X1 6 e-l—STORYI w/(2)#5 CONT.
2—STORY, w/(2)#5 CONT.
2—STORY, w/(2)#5 CONT.
8"x2O' e--
Uj
SAW T DETA BEARING AT INTERIOR MONO, FOOTING AT STEP-DOWN
MO K-5 6
4� NOLITHIC EDGE FOOTING Cu IL
S1.01
1\�-o 1 1\�-o 1
\11�-01
8x8 PRE-CAST LINTEL, LU
w/ 1-#5 0 z
0
FLOOD VENT,-' 0
SEE NOTES ABOVE
JAMB REINF.
MATCH DOOR
NTH, SEE ARCH. RECESS
co 1 11 SLAB ON PAVER BY MISIC
q A OTHERS
4 BOND BE M
GR ADE GRADE, w/1—#5
I 1 —11 E�I 1=1 I ITI I F=IJ1=,-=,-. I -- SEE PLAN.
FRAMING
1=1 11: - 1 1 F-.1 I 1=1 1 17 71
PAVING -1j-
I I=i I!E-ZI I IEEI I I I 1 -111- BY BUILDER X DETAILS
CONCRETE STAND-OFF PAD TD < 8" MASONRY
WOOD POST 12"x12" IDETAIL 10B 1#5 CONT. :2
MATCH ARCHITECTURAL COLUM� 7r,-A-r STEM WALL w/
j 4
DIMS. FOR BOX COL. w/ 3 PER PLAN. E.J. 1 4 @ 48" O.C.
MATERIAL GRADE OR CONC CN
HAIRPINS AT EA. CORNER & 3 TYPICAL ANCHORAGE
FLOOD VENT NOTES: CLOSED TIE AT TOP PER CONST. SPECS. SLAB ON SLAB, SEE PLAN, Air
Z7 GR
7 ADEP
PAVERS BY SEE PLAN. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS T/PAD = HOUSE . A 7
FINISH FLOOR OTHERS UNCLEAR REFER TO THE
ABOVE THE ADJACENT GROUND LEVEL. ARCHITECTURAL DRAWINGS OR
4 4
OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS THICKENED EDGE 8"x8" PLAN NAME
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED Jil- W/ 1-#5 CONT. DETAIL 1 OA CATALINA - SHINGLE
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF
DESIGN/DRAWN/CHECKED
(2)#5 NT. V1,
CS / BMB/LAP
CONCRETE FOOTING 2" THICK x 20" WIDI DATE
(SEE PLAN) 08.29.16
SCALE
ASNOTED
/'0'0�8 FLOOD VENT DETAIL rg PAD ATPIOX COLUMNS rio� THICKENED SLAB PORPH STEM WALL LPA No.
SCALE: 3/4 1'-0 it SCALE: 3/4"' V-0" TOLL-16-00491
1\1. -�01 I**..�-o 1 CONTROL No.
1\�-o 1
5350
SHEET
OFFICE COPY S1901
>7-
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- NE DESIGNATES SIDE OF WALL THE
S* 3&4 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3* O.C. EDGE & 6* O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8--1/2 OF PLYS & JACK/KING STUDS NEEDED
SEE DETAIL 3/S0.1 FOR STRUCTURAL BRACKET TO FOR SUPPORT HEADER.
BEAM CONN. (TYP.). SUPPORT TRELLIS Lou Pontigo and
OSB WALL SEE DETAIL 2/SO.2. MEMBERS. SHEATH DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
HEATHING. --- LL i GARAGE WALLS PRIOR TO 6S-1/1 JACK/KING STUDS NEEDED FOR
(2)1.75x16" 2.OE LVL I(2)2xB-1/1. (2)2x6 1/1� 2)2x6- BRACKET INSTALLATION. SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
_%_ I ___11 % SEE DETAIL 5/SO.2 (TYP.). jax. Beach, Florida 32250
% Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
r------------ T
FASTEN TOP F T_ SPF#2
-WAtt R
FIPOST._\�/,
to
_j 7 A307 DIAMETER FULL HEIC41T
DETAIL 5/S0.[I.___*'\ < -I- _17
TRUSS T01 ABOVE I- 1- -1-1 THREADED ROD, SEE DETAIL 12/SO.1
QL r MICR 41
> 0
_j
_j
SAN
> A307 DIAMETER FULL HEIGHT
_j -I- _T
Ld Uj -I-_11 TRELLIS MEMBERS PER X5 THREADED ROD, SEE DETAIL 12/S0.1
0 < Cq
SlTRAP HEADER PER ARCH. FASTEN 4
T- %* A307 DIAMETER THREADED
DIETAIL 7/S0.1. r% < W/ SDWC15600 SCREWS. 0
It— (2)JAC� I -I ROD TERMINATES AT FIRST FLOOR
io 1 .(3 x6 SPF & (2)KINGS OU TOP PLATE. SEE DETAIL 12/S0.1 -0 % S
N�' 00 0 7A �10
X to
X
-3 0
W A307 DIAMETER THREADED
CN -
I—, I I L-----------2 - ROD TERMINATES AT FIRST FLOOR
2 N X POS THIS EN) OF HEADER.
(95 TOP PLATE, SEE DETAIL 12/S0.1
TRUSS F1302 ABOVE L 00
t
4-J
(3)2x6 SIMPSON HTT5 SEE DETAIL 15/S0.1
A
STRAP HEADER PER F- SEE DETAIL C h r i s t o p h e r j S a bou ri n P E
FJO I POS . .. . I---1
L DETAIL 7/S0.1. -I- 1 ':3 2/SO.2, SIM. FL PE#71461
j (2)JACKS & SIMPSON D172Z SEE DETAIL15/S0.1
\_HItADER TO JACKS -I---I_T
------- (2)KINGS THIS
6x6 P.T. SYP#2 POST wt(2)MSTA24. OSB WALL ro"�TISIIONS DATE
W/ABU66. SEE DETAIL SHEATHING. END OF SIMPSON LTT20B SEE DETAIL15/SO.1
HEADER.
2/S0.1. (TYP.). +
-I- _17
Lj I -1- -1-1
> -I- _17 12m LONG LIGHT GAUGE STRAP
(0 _j LSTA1 2 FASTEN TO TOP PLATE AND STUD
Nl�' 0 <
r--Tn a I �/' FASTEN TOP OF m NTH 5-10d COMMONS
b
+ <
WALL PER 0
Ik' 111111 3: 1 WALL STUD SCHEDULE
U 110
4- U) /,/// DETAIL 5/S0.1. 0
(3)2x6 SP 2 LIJ PLATE STUD SIZE
0 LOCATION
POS LL HEIGHT & SPACING
> -I---I-T q.-im 2x4 SPF#2 0 16* O.C.
_j EXTERIOR �FIELD ALTERAMN
I I IT < ("�) -L
Ld L -I---17 MAX
-L--1d EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. 2c CONTRACTOR SHALL CONTACT LOU
STRAP HEADER PER MAX 2x4 SPF#2 0 12" D.C. PONTIGO Ek ASSOCIATES PRIOR TO
c_� C14 -1---1-7 MAKING ANY STRUCTURAL FIELD
DETAIL 7/S0.1. > EXTERIOR 10'-1 TO 24 SPF#2 01 MODIFICATIONS WHICH MAY VARY
0 6x6 POST WITH 6* 0.C. FROM THE INTENT OF THE ORIGINAL
I z POST TO MATCH POST _17
m ABU66 SEE DETAIL CONSTRUCTION DOCUMENTS.ANY
00 Eo L-----J /I r__11N I I INTERIOR 10'-0* 2x4 SPF#2 0 16- O.C. FIELD ALTERNATIONS MADE PRIOR TO
X X < (2)2x6 BELOW POST FROM ABOVE. PROVIDE I---1771 3/SO.2. MAX
04 r- BEING APPROVED BY LOU PONTIGO a
LO 0_1% N-1 SOLID BLOCKING WITHIN INTERIOR 12'-0" 2x6 SPF#2 0 16* O.C. ASSOCIATES MAY RESULT IN
ABOVE. PROVIDE SOLID MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR
0
1) 1 FLOOR SYSTEM. INSPECTION FEES.
C LBLOCKING WITHIN FLOOR
00 to
X SYSTEM. X rT SEE DETAIL 3/SO.2.
C/) N N 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
11-1 ,-% .42
Cf) N C14 (3)2x6 SPF#2---f --------
:D -\I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
POST CONTRACTOR MAY INCREASE STUD SIZE TO MEET
STRAP BEAMS TO
W_4�Z�/ a A ARCHITECTURAL REQUIREMENTS.
POST PER 2/S0.1. 3.) SPF DENOTES SPRUCE PINE nR.. SYP DENOTES SOUTHERN
(TYPICAL) W-M YELLOW PINE
POST.
(4)2x6 SPF#2 I Ij )VSPF#2 �
HEADER TO JACKS I ii ir u 11 11 1 1 11 /1 1. 100 4.) USE SYPJ12 FOR ALL TOP PLAMS AND SOLE PLATES. Lq
11 11 11 11 1 1 1 kplo
1111 _R-=U-_j I V), I I I ;<N --1 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
w/ (2)MSTA24. TRUSS FG02 ABOVE Ir- _==�' 11 11 1 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
�:) A H WALL
------ MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT
W R DF TO AL
6x6 P.T. SYP#2 POST 1Z SHEARWALLS
Y; _7
W/ABU66. SEE DETAIL (,3)2x4 SPF#2 POST. SW 3'0/6's 0 CN 3: P
M V_ SHEATHING PER 1/S0.1. COMBINED USE PANEL NOTES
2/S0.1. (TYP.). F_ L1_ i
HEADER w 1 0 3m:
STRAP EACH' END OF 0
< 1. EXTERIOR WALL SHEATHING SHALL BE
(2)MST (3)2x4 0a) X C14
A24. UJ CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
SPF#2 PO LL_ TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING
SH_ATH WALL THRU LOW POST. ��j a- SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
(A
ROOF TO WALL BELOW.
X 2. SEE SHEET SO.0 FOR WALL SHEATHING
CN &AP HEADER PER OVETZEA-F- SITE-A7HIN X Li- 3:: SPECIFICATIONS.
> aETAIL 7/S0.1. PER 1/S0.1. 2x6 SPF#2 0 12" CN *04
_j > FULL HEIGHT WAL 3. UPPER MOST TOP PLATE SUPPORTING ROOF
Ld MEMBERS SHALL BE STRAPPED AS SHOWN IN
0 DETAIL 1/SO.O
C� N N-1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0 V_
I 3/SO.O
Of
X OSB WALL X
TRUSS T24 ABOVE SHEATHING GENERAL NOTES
go
US
to 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
(2)2X6 SPF�2 co SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
�1_1
PO�T. TRUSS T1 9 ABOVE STRUCTURAL SIZES AND SPACING. AT GIRDERS AND BEAMS,
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
BRACKET PER
HE DER TO JACKS to Ak PLIES.
DETAIL 5/SO.2
/0'-w (2)MSTA24. V) TYP. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR Uj
00 *q SHEATHING SPECIFICATIONS.
X 3: Z) S W 311/6" 0 z
04 V)
01-% "X- N SEE DETAIL 3/S0.1 FOR 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
110 04 IN (" \\-
FASTEN TOP F 1-14 1,0-, BEAM CONN. (TYP.). PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
IN 0 co
L _WAH R TOGETHER PER DETAIL 6/SO.O
DETAIL 5/S0 .1.
3: 1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
V) (2)2xlO 3/SO.O
6x6 P.T. SYP#2 POST
F1
(2)1.75x16" 2.OE LVL FN Me - - - 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
"'�'_W/ABU66. SEE DE-rs\IL ATTACHMENT PER DETAIL 5/SO.1
(2)2x6-1/1 SW 39'/6" C(2)2x6-1/1 C(2)M-1/2) (2)24-1/1j (2)24-1/1� 2/S0.1 (TYP.).
U
7 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
STRAP BEAMS TO POST TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
PER 2/S0.1. (TYPICAL)
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
2x4 BLOCKING
@ 24" O.C. 2-SDWC15600
-18 STRAPPING DETAIL
AT EA TRUSS CS
CS18 STRAP w/ 10"
2X6 FLATWISE 4- END LENGTIH. FASTEN FIRST FLOOR
'MIS END w/ 9-10d.
SHEATHING NAILER BLOCKING
w/3-0.131 X3 WALL FRAMING FRAMING
EACH SIDE a z
C.�tl
CRIPPLE STUDS PLAN
@ 16 o.c, NAIL TO
2-SDWC1 5600
ADJACENT STUD o NO NAILS REQUIRED
o
w/3-10d COMMONS o E A FLOOR IN CLEAR SPAN
BLOCKING TRUSSES- OT SCALE DIMENSIONS FROM
OR JOIST. Do N
WALL SHEATHING THESE DRAWINGS.IF A DIMENSION 5
WALL SHEATHING z F_ UNCLEAR REFER TO THE
WALL FRAMING La ARCHITECTURAL DRAWINGS OR
2 z CONTACT THE E.O.R.
(2)2X8 SYP# CONTINUOUS. *6�j
PLATE CS18 STRAP w/ 10" PLAN NAME
WALL SHEATHING FIRST FLOOR FRAMING PLAN END LENGTH. FASTEN CATALINA - SHINGL
10d COMMON N11�CONNECTING BUCK AND PLATE SCALE: 1/4" V-0" THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED
S_/ E
@ 6 pf 0.C W/8d @ 3" EACH SIDE SOLE PLATE ANCHOR SPACING SCHD I CS / BM B/LAP
2x4xl2" LONG ADJACENT ALL EXTERIOR WALL 42" 0.C. DATE
TO STUD. FASTEN TO HEADER UNLESS I OTHER NOTED 08.29.16
WITH 2-SDWC15600 SCREWS. SHEARWALLS 24" O.C. SCALE
(SW 8M-/6") AS NOTED
LPA No.
PLT 0 L WHEN NOTED ON PLAN
I I SEE NOTE 2 TOLL-16-00491
WOOD FRAMED HEAD ABOVE SLIDING GLASS 1. INSTALL SOLE PLATE ANCHORS PER DETAIL CONTROL No.
3/;0.0 5350
SHEET
2. AN%HOR SPACING SHALL BE AS NOTED. FOR
EX��MPLE - SOLE PLT 0 36" 36" OFFICE COPY
ON.-CENTER SPACING S161
=Z3
1 S__TT
(3
SHEET6 OF9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S=
4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
"4100
Da E
SHEATH CONT. THRU N
2 LOW ROOF TO 2ND
SOA LEVEL BOTTOM PLATE.
SOA Fr
4 N
� j .4
_jI I % z k
0
T47
TS1 6
01 F11
-s 77 41 ZZ Z Z Z Z -,1'20 ;�'7Z Z Z Z Z Z Z Z Z Z� 0
THD46 qW ce)
CL in C) _j BELOW TRI
C) 1> SDWC15600 STUD SDWC15600
F12 Uj--- C h r i s t o p h e r- j Sabourin P E
THD46- -- - - - - -- -- 31.1
1> FL PE#71461
leo'�2 C3 t --(2)HTS16
OSB BLOCKING (n F12 I W,-1
F021 J03 -s-5��1_7
0
SOA PANEL PER HTS16 z k-* TRUSS TIE DOWN WITH SIMPSON SDWC
-moo.-ON...wv%'�
DETAIL 5E/SO.1. F— T01 K'0�790NS DAM
C3= V) — - -I-
FDT CO: LL_ FT Rafter to Top Plate shown
=<
11 T02 Truss to Top Plate similar
12'0" TO 12'8"STEPCEILING N NLk INSIDE EDGE OF WALL T03
02 ABOVE. FASTEN EACH=20 Optimal 22)�
- - - - - - - - - - -- 0
V END w/ (4)10d. �2)HTS16 10, 0*
02 (2)HIFS16— T04 YY
V ri T04
Z i-_
WATERPROOFING
THD46 ____j y IrFIELO WkTV�N�
J] W CD (D (D IS RESPONSIBILITY
1q,
1< a 0 cq THD26-2 FT07 I_ Li
(2)HTS16 T 46 F- _j OF BUILDER. U I CTLY PONTIGO&ASSOCIATES PRIOR TO
(2)HTS1 6 JUS24 BELOW TRUSS MAKING ANY STRUCTURAL FIELD
F03 _j X*Max MODIFICATIONS WHICH MAY VARY
A FT08 FROM THE INTENT OF THE ORIGINAL
(2)H S1 6 A/ I -I-- -1-1 D
FG JUS24 _17 FIELD ALTERNATIONS MADE PRIOR TO
I I BEING APPROVED BY LOU PONTIGO 8t
JUS24' F05 FT08 SDWC15600- TOP PLATE TO ASSOCIATES MAY RESULT IN
- --- - ---- - ----- -
IUS 4
I- THD26-2 I I-T INSPECTION FEES.
(2)IITS1 6. 1 —1-1:1 Egit 1. Sloped—roof rafters may be sloped up to and including
o�or 4, US24 11 / F06 OSB BLOCKING PANEL FT07 I-T a 12:12 pitch and must be 'birdsmouth" cut.
�/- r-- n 2. Reference detail 4 for installation instructions.
---------- -------- FT05 1 11 PER DETAIL 5E/SO.1. JUS24 dSB BLOCKING PER
F06 FT08 DETAIL 5E/S0.1
U
L_� .I SIMPSON SDWC INSTALLATION RANGE
_41A : -_=I WH E R E S H 0 WN.
FT04 I--11�]_ -.-- �JUS24
4\\ I i Irl-
6 FT08
- - - - - - FT03
L _L JJ
THD26-2
_j
D26J F06 2x8 SYP#2 LE DGER FT07
[ 110 LU
FT02
JUS24 _i7
INSTALLED OVER
L-----j SHEATHING. FASTEN.
I -,--
I HD26 IF07 FT08' I
FT02 w/ 7-1 Od @ 24 7_ _17
I'll 1 0) 0 0 0 0 0 O.C. C:) C:) JUS24 I- (2)HTS1 6
THD26 FO 0 T_ Ir- 141", T_ T_ T_ T_ FT08 -I- I I .-
l_I UZ U_ LL LL LL LL LL LL LL
_LL- ----------
PORCH CEILING I IL T 26-2 FT07_1 -
91 91 M
SHEATHING. SEE*� _T_ 91 -
Undeli
DETAIL 2/S0.1. I M'U61 C4 C4
Ir� I I I ) co 9 a
12" CEILING 0 EJ21
ndesigned STUD NOT DIRECT
_111K, 11 Z)rn7 170 W
FT01 11 11 11 11 BELOW TRUSS
11 11 1]- 11 1 !IF WKIIH (2)H TS z SDWC15600
FG'01�1\ It 1. :0 L_LI <
WO&I I -Tr- Uj
=3*=1 Notg Reference detail 2a for installation angle limit
(2)MSTA24 116'
V)
T30
OR (2)HTS1 6 (2)H TS1 6 OR H TS1 6 OR
(2)HTS16 ,
T29 (2)MSTA24 -HD26 MSTA24 SDWC INSTALLATION
---- - - - - - - - - - - - - - - - - - - - - - - - - - - -
00 LO
SHEATH WALL
Rafter to Top Plate shown
- --ol ABOVE THRU (Truss to Top Plate similar)
LOW ROOF TO
TS16
o LLJ
WALL -BELOW.
J24 STUD NO DIRECTLY
10' CE LING
SOA BELOW TRUSS
T22\ EJ223
12'0" TO 12'8"STEPCEILINC M N
Do not install SDWC in
T25
(2)HTS16 T21 5 EJ23
SO.0 A SDWC15600
- EJ2Y
-HT!
(2)HTS1 6 12'0" TO 12 3"STE IGEILI 4 H-TS1 6 10' NG (2)2X6 RAFTER'S - Oveftn 1 1/2- MIN
- - - - - - T19 @ 24" O.C. SEE r I I I ,N 2" MAX
DETAIL 5/SO.2. F_
01 1 2
/Z SDWC INSTALLATION RANGE
17
J35
5 1-HTS1 6
1-HTS16
FLOOR AN
�-O
33
Go 0) C) 0), 0) 00 0 00 lwc)-- _C) I%- 1�_ 2 A jknl 2
d' t in in in LO cle) 0 (1 0 M 000, SO.1 "r1OF T )' 'SS
W W W W W W
Rafter or Truss
c1r) CY)
J41 Uj W W W LJ W U W
I 11ZH X"" minimum edge PLACEMENT
CANT
17 1 F 1 17 11 values (with or Splice may be in upper or
without a plate ower plate
splice)
2 5 2
S0.1 SO.0 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES SOA PORCH CEILING z DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENS�ION IS
SHEATHING. SEE UNCLEAR REFER TO THE
1. STRAP __RUSSES AND ROOF RAFTERS TO BEARING r from top plate ARCHITECTURAL DRAWINGS OR
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 DETAIL 2/S0.1. splice Offset
for full values
STUD NOT DIRECT
SCREW JNLESS OTHERWISE NOTED
CATALINA — SHINGLE
BELOW TRUSS PLAN NAME
DESIGN/DRAWN/CHECKED
Products Floor Truss Connector List CS / BMB_/LAP
DATE
PIotID Length Product P ies Net Qty Manuf Product Qty SDWC AT TOP,PLATE SPLICE 08.29.16
FB02 22-11-00 1-3/4 x 16" VERSA-LAM8 2.0 3100 SP 4 4 USP JUS24 8 SCALE
AS NOTED
F1301 6-06-00 1-3/4 x 16" VERSA-LAM@ 2.0 3100 SP 2 2 USP THD26 1
LPA No.
USP THD26-2 4 TOLL-16-00491
USP THD46 12 CONTROL No.
FLOOR AND ROOF TRUSS PLACEMENT PLAN 5350
SCALE: 1/4" 1'-0" USP THDH26-3 1 SHEET
OFFICE COPY S1 *2
F7mM m I
IT7
TV
"N
fc�
SHEET 7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
-------- LINE DESIGNATES SIDE OF WALL THE F7mM
I Sw. 3 SHEARWALL SHEATHING TO BE APPLIED.
Od 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6* O.C. "IN THE
FIELD
DESIGNATES THE HEADER SIZE. NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER. SEE DETAIL 2/SO.O. 420 Osceola Avenue
BEAM OR TRUSS. SEE PLAN jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA#8344 SO CA#3579
A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
X
%7 A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
C-j
(2)2x6 NO.
A307 DIAMETER THREADED 6
SPF#2 ROD TERMINATES AT FIRST FLOOR
POST. (2)2x6 TOP PLATE. SEE DETAIL 12/SO.1
ZA
I i tj 0 <44. 4W
iA
(2)M-L�lj POST. (2)2x8- /�l ROD TERMINATES AT FIRST FLOOR 00f?I
2xl 0-72�, � SHEATH CONT. THRU
TOP PLATE, SEE DETAIL 12/SO.1 00
0 2ND
SPF#2 A307 DIAMETER THREADED
R Q Q F�-
W
LEVEL BOTTOM PLATE.
K 00 0 SIMPSON HTT5 SEE DETAIL 15/S0.1
00 00 00 Alb
v- r- r- T1- Christopher J Sabourin P E
U) V) V) U)
0 0 0 FL PE#71461
D:f SIMPSON D172Z SEE DETAIL15/S0.1
STRAP HEADER PER I Uj C�
a- 6 C*4
DETAIL 7/S0.1. (0 REVISONS DATE
-j V) T **� -
SIMPSON LTT20B SEE DETAIL15/SO.1
(0 < 0) X
SEE DETAIL 3/S0.1 FOR
U)
BEAM CONN. (TYP.). 12" LONG LIGHT GAUGE STRAP
"o< < LSTA12 FASTEN TO TOP PLATE AND STUD
<
ft� LLj ^4 WITH 5-10d COMMONS
A
0 CANTILEVER BEAM
C/) WALL STUD SCHEDULE
TO SUPPORT
N1b GABLE. (TYP.). T`ION PLATE STUD SIZE
!6� LOCA HEIGHT SPACING
Lij LLJ Lj 2X4 SPF#2 0 16o O.C. 0010 RELD A.LTERATO
>< > > > EXTERIOR MAX N
0 0 0 1 00 2)2xl 0 10,-1 2x6 SIPF#2 0 16* D.C. CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
m m m EXTERIOR MAX 2x4 SPF#2 0 12* D.C.
< < < MAKING ANY STRUCTURAL FIELD
v- 0
N-1 T- EXTERIOR 10'-1 o TO 2x6 SPF#2 0 16* O.C. MODIFICATIONS WHICH MAY VARY
0 L0 CS18- X 14,-o FROM THE INTENT OF THE ORIGINAL
(D (0 HUC210-2 08-0" CONSTRUCTION DOCUMENTS.ANY
co N 1
X HANGER. INTERIOR MAX X 6* D.C. FIELD ALTERNATIONS MADE PRIOR TO
1% C4 BEING APPROVED BY LOU PONTK30 a
V) co 01 12'-Om 2x6 SPF#2 0 16* D.C. ASSOCIATES MAY RESULT IN
INTERIOR
V) MAX 2X4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR
F- F- 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
CS1 8 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
C-� CS18 @ BOTTOM OF STUD C14 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
f 1-1 (.0 EXTEND POST TO BOTTOM ARCHITECTURAL REQUIREMENTS.
C3 WHERE NOTED. SEE DETAIL
Lo CHORD OF TRUSS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
AT BOTTOM RIGHT OF PAGE.1 ED YELLOW PINE
0) X
PROVIDE BLOCKING EACH '
N
e-1% § 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. U
CAI SIDE OF POST.
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
Ld X CS1 8 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. V)
r) MINIMUM. SEE 3/80.0 FOR ADDITIONAL ANCHORS AT
SHEARWALLS Uj
LLI
(2)2x6 SPF#2 0 COMBINED USE PANEL NOTES
I STRAP BEAM POST. STRAP X I HUC210-2 1. EXTERIOR WALL SHEATHING SHALL BE
< X
EACH END w/ TO BELOW w/ 1 CS18- HANGER. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
C14 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
CL (2)MSTA24. (2)CS1 8. SPLICE LOCATIONS FOR MULTI STORY CONDI'nONS Uj
2X SPF#2 4 (2)2x6-1/1 2. SEE SHEET SO.0 FOR WALL SHEATHING z
(2)9.2,9" LVL PoSTO 4 P.T. SYP#2 SPECIFICATIONS.
0 PC T, S AP TO ------- -- PORC EAMS TO POST: 2)MSTA24
10 ----
BE-0W w,/ )CS1 8. -,6x )0 T 3. UPPER MOST TOP PLATE SUPPORTING ROOF
;P1 (2)2x6 SPF#2 POST T TRUSS BELOW: (2)CS18 MEMBERS SHALL BE STRAPPED AS SHOWN IN
' R P T 10 T +0 DETAIL 1/SO.O
S' R POST. STRAP (TYPICAL 4 PLACES). 0 CL
BEL? '*S 8. TO BELOW w/ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
2 -<' ;<*% <
10� (2)CS18. SHEATH THRU LOW 3/SO.O Uj
ED. z/'1-1 1%
-------------- % ROOF TO WALL BELOW
bi P-of GENERAL NOTES V)
T OVER LAP SHEATHING "mol
1 1 \-STRAP BEAM TO -j
RAP WA PER 1/S0.1.
ST LL PER 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
I �, I WALL wl (2)HTS16. <
DETAIL 10/SO.2 < 0) 1 04 3: SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
(D T- I SIZES AND SPACING. AT GIRDERS AND BEAMS,
X F-
-6 T
T
0
kB E4
2+<
>ED
SHEATH CONT. THRU SHEATH THRU 'LOW \-(2)2x6 SPF#2 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
LOW ROOF TO 2ND < I POST. 04 PLIES.
ROOF TO WALL BELOW7 < c1q
LEVEL BOTTOM PLATE.
OVER LAP SHEATHING 0 X I LL- 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
V) a- SHEATHING SPECIFICATIONS.
PER 1/S0.1.
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
LL-
X PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
SHEATH CONT.
C*4 TOGETHER PER DETAIL 6/SO.O
THRU LOW ROOF
TO BEAM BELOW 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
/X X
nil 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
ATTACHMENT PER DETAIL 5/SO.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
,0
+ TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
2x6 SPF#2 @ 12" ac 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
FULL HEIGHT WALL. AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN SECOND
THIS END w/ 9-10d.
z - FLOOR
WALL FRAMING U.1 C.D
z
Lq 11 A
-------- FMMMING
PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
SECOND FLOOR FRAMING PLAN OR JOIST. DO NOT SCALE DiMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
SCALE: 1/4" 1'-0" z
WALL FRAMING-/ La ARCHITECTURAL DRAWINGS OR
z
0
CS18 STRAP w/ 10" PLAN NAME
END LENGTH. FASTEN
THIS END w/ 9-10d. CATALINA - SHINGLE
DESIGN/DRAWN/CHECKED
CS / BM B/LAP
DATE
08.29.16
SCALE
AS NOTED
LPA No.
TOLL-16-00491
CONTROL No.
5350
SHEET
OFFICE COPY
S193
SHEET 8 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES,
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICAMONS SEE SHEET S=
4. MEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER. PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
5
SO.0
S 7-A
/-HTS16
*%Zo4 6 _N1
00
Y\ X x
Ix STUD DIRECTLY P PLATE TO
< ct) BELOW TRUSS
< 51 SuWC15600 STUD SDWC15600
. a C14 Z In W)
(0 < CO W W CID W In LO LO Christopher j Sabourin PE
F- F- F- F_ F- L F_ F- F- 3 FL PE#71461
ZJ53 TRUSS TIE DOWN WITH SIMPSON SDWC
Kop'"�_ SVNS DA-M
cia J55 Rafter to Top Plate shown
L
5 Truss to Top Plate similar
�-o
EJ57 Optimal 22)�
HTS16
>( EJ57 PORCH CEILING 37
THD26 SHEATHING. SEE
DETAIL 2/S0.1.
�w__TRA_ 'coo
- ---- rFIELD ALTERAMN
CONTRACTOR SHALL CONTACT LOU
STUD DIRECT PONTIGO a ASSOCIATES PRIOR TO
BELOW TRUS MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
EJ55 co X"Max FROM THE INTENT OF THE ORK31NAL
t2 P CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTK30 a
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
AI INSPECTION FEES.
EJ54
1. Sloped-roof rafters may be sloped up to and including
a 12:12 pitch and must be *birdsmouthm cut.
J54 4x4 POST BEYOND. EXTEND 2. Reference detail 4 for installation instructions.
TO TRUSS BOTTOM CHORD.
OLY
E <
10177W PROVIDE 2x4 BLOCKING EACH
SO.0 SIDE OF POST. FACE NAIL TO SIMPSON SDWC INSTALLATION RANGE z
UPOST w/ (4)10d. TOE-NAIL
TO TRUSS BOTTOM CHORD
EJ54 EACH END w/ (3)1 Od.
2x6 SYP#e'_' LLI
EJ54 RAFTERS 0
24" 0.C.
EJ64 F 2 �
a 2QH
,THD26-21 11
Hff2-l&-2 H S16 S16 �SO.1)
Ilk T63
54
4%, Z%L AJ Z,
ca QD
r-ICA I H S1 T7
STUD NOT DIRECT n
BELOW TRUSS
5
I I SDWC15600
SO.0
Ix X X X
NC4N il Uj
- Reference detail 2a for installation angle limit
5 66 SDWC INSTALLATION LA
SO.0
OVER-FRAME TP
LEDGERi PER
Rafter to Top Plate shown
DETAIL 9/S0.1. (Truss to Top Plate similar)
*4* Uj
STUD NOT DIRECT
BELOW TRUSS
Roof Truss Connector List
Manuf Product Qty
Do not install SDWC in
USP JUS24 7
fl(N 2x4 PONY WALL OVER TRUSSES. FULLY
0
LISP THD26 - 19 SHEATH EXTEROR WITH OSB. STRAP
SDWC15600
EACH CORNER w/MST12 TO FRAMING
U
USP THD26-2� 2 5 BELOW. PROVICE 2x4 BLOCKING DIRECTLY
SO.0 BELOW PONY WALL. FASTEN BLOCKING TO O�veang 1 1/2* MIN
—10D TOENAILS. 2* MAX
TRUSS EACH END w/ 4
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
1. STRAP TR SSES AND ROOF. RAFTERS TO BEARING SDWC INSTALLATION RANGE
WITH 2-12) TOENAILS & 1 SIMPSON SDWC15600
00
SCREW UNLESS OTHERWISE NOTED [ROOF TRUSS
0
Rafter or Truss PLACEMENT
X** minimum edge
distance for full
values (With or Splice may be in upper or PLAN
without a plate lower plate
Splice)
//0,
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
X' from top plate ARCHITECTURAL DRAWINGS OR
splice Offset
for full values STUD NOT DIRECTLY
CATAUNA - SHING
BELOW TRUSS PLAN NAME
-PLALN
ROOF TRUSS PLAC MENT
SCALE: 1/4 19-09P LE
DESIGN/DRAWN/CHECKED
CS BMB/LAP
DATE
SDWC AT TOP PLATE SPLICE 08.29.16
SCALE
AS NOTED
LPA No.
TOLL-16-00491
CONTROL No.
5350
SHEET
OFFICE COPY
S1 *4
SHEET 9 OF 9 J)