1753 MARITIME OAK DR - NEW HOME STR DWGS TYPICAL HEADELhAUhn TYPICAL OUBLE TOP WINDOW SILL SCHEDULE
DESIGN SPECIFICATIONS USP CONNECTORS -0.1310" TOE NAILS P1 ATE SPLICE
COMPONENTS & CLADDING GARAGE DOOR UPLIFT D0.Q& STUD NAILING, 2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAILING, MIN. SPLICE LENGj� ROUGH DROPPED HEAD MINIMUM END
DESIGN CODE: 0.13lx3" END NAILS: 2x1O, 2x12 (7) NAILS FASTEN ALL TOP PEAT�S- k"('1,B) 0.1310" NAILS OPENING OR SILL PLATES] FASTENER EACH END
2010 FLORIDA BUILDING CODE RESIDENTIAL UL11MATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR SYP SPF FASTENERS FL# CODE 9" LVL, 11- LVL (7) NAILS TOGETHER W/ (3) VENLY SPACED 4 4'-4' (1)2X4 SPF #2 1(4)12d TOE NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS., TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +22.9 (2) 0 2x4, 14" LVL, 16" LVL (9) NAILS OF .1310 0 19" e (2)2x4 SPF #2 1(5)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) I GARAGE USP A35 450 450 (9)1 OcIxI (3) 0 2x6, 4 8'-4" (3 2X4 SYP #2 (1)A34 + (4)12d TOE NAILS
ZONE (PSF) a' = 4'-6" DOOR -2625 USP RT7 585 495 5 8d EA END (4) 0 2x8. SYP#2
DESIGN LOADS: ACTUAL AND UNIFORM 4.2 (B'x7') SYP#2 DBL. HEADER, 4 12'-0* (3)2x6 SYP #2 (1)A35 + min
10 +25.6 -27.7 +25.6 -3 -
ROOF FLOOR 2 CAR +21.8 USP RTBA 775 650 (5)1OdxI1'2- EA. END TYPICAL WALL FRAMING NOTES:j ROOF SHEATHING, P"MAX. r TOP PLATE PER PLAN 4'-0"FMIN. Lou Pon I t 11 igo and
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE USP MTW12 1195 860 (7)10dXI'4'2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS
DOOR ALL WALL STUDS..
TOP CHORD LIVE LOAD 20 psf 40 psf -23.9 USP HTW20 1450 1245 (12)10dxll/20 EA. END cia es, nc.
psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (1 6'x7') SEE 5/SD.O
USP MSTA24 1 1640 1455 (9)10d E& END 2. USE SYP#2 FOR ALL TOP RAISED
TOP CHORD DEAD LOAD 2 psf (TILE SHINGLES) 10 P D). THE USP MSTA36 2065 2065 (13)10d EA. END
BOTTOM CHORD LIVE LOAD HEADER 420 Osceola Avenue
TOP CHORD DEAD LOAD 7 2x-BLOCKING ONLY
0 REQUIRED IF SHEARWALL-\ ARCHED TRANSOM OPTION,
10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (A PLATES AND SOLE PLATES.
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERM! D BY USP LTS20B 1105 1105 1/,"o ROD TO FTG. -I-,----1 2x SPF DIAGONAL BLOCKING jax. Beach, Florida 32250
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 3. USE SYP#2 FOR ALL FASTENED w/ 3-0.131"x3"
SHALL BE PERMITTED I N I 1 1 DROPPED
DEFLECTION CRITERIA: USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS /Z EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 I PAST BLOCKIN - N OW
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 - -------- ATTACHMENTSMUST
POSITIVE AND NEGATIVE PRESSURES SHOWN IN JABLE ABOVE. USP HTT22 5370 5370 5/."0 ROO TO FTC. BALLOON FRAMED FULL I I I L SYP#2 H ANCHOR INTO 2x MATERIAL.
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 RD[) TO FTG. 4. ALL WALLS SHALL BE I I I �ARCHED
LINEAR INTERPOLATION 13 PERMISSIBLE. j 5/,"0 ROO w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- - -----J TRANSOM PERPLANSDER
WIND LOADING: USP PAU44 2535 BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OpTlON JACK AND
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP PAU66 2535 %-0 RO) w/ (12)16d PLAN. -PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF . PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, .........
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 (5)1/4"x2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" D.C. WINDOW SILL SEE SEE PLAN 610.1`11
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE ly ......
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS %
BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CONNECTOF�5 CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING 1. m
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/lOd MASONRY CUT NAILS 0 TYPICALLY W FULL PLATE NAILING END 4.
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED T1310 A`TOE NAILS. SCHEDULE WITHIN FLOOR SYSTEM AT ALL IN .7
UPLIFT UPPER LEVEL POSTS & JACK
IMPORTANCE FACTOR --------------- 1-00 4-2* FOUNDATION PLAN ADDITIONAL RODS 0 6'-0' O,C. (3) 0 2x4, or
STUDS
MEAN ROOF HEIGHT ---------------- 20.0 FT a- CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS
a SYP SPF (4) 0 2x6,
I - - SOWC15500 SCREW .10 .
(5) 0 2x8.
ROOF PITCH ------------------- 7/12 A35 450 450 12-8&11/2" 10446.4 A,
BLOCKING ONLY REQUIRED SEE 8/SO.O
BUILDING CATEGORY ---------------- 11 H2.5T 600 520 5-8d EA. END 11478.3 AT SHEARWALLS AND PT. SPF#2 % �CI
4-24-DENOTES EDGE STRIP.
EXPOSURE CATEGORY --------------- C - INTERIOR BEARI I-W&Li= STUCCO FINISH-\ SOLE PLATE
r SEE C & C CH H8 620 530 5-10&11/.�' EA. END 11470.3 SEE PLAN FOR STUD SIZE
ENCLOSURE CLASSIFICATION ------------ENCLOSED AND O.C. SPACING. A A A �%NAL
ABOVE FOR V DIMENSION MTS12 1000 860 7-10dxl'/," EA. END 10456.3
INTERNAL PRESSURE COEFFICIENT ---------- .18 WALL SHEATHING
HTS20 1450 1245 24-10dxl'4* EA. END SEE DETAIL
1387Z3
Christopher ) Sabourin PE
j MSTA24 1765 1270 9-10d EA. END 13B72.4 WITHIN FLOOR �,YSTEM FOR SPLICIN FOUNDATION, SEE PLAN
1/SO.1
L CONTINUOUS BL CKING G t
16d COMMONS OPTIONS FL PE#71461
MATERIAL SPECIFICATIONS 2050 1870 13-10d EA END 131572.8 WHERE POSTIS ABOVE 0 8" 0. B- �/T2
MSTA36 i r- WALL FRAMING AT WALL FRAMING AT �FA-X. F SOLE PLATE ANCHOR-
18-16d TO TRUSS/BEAM FLOOR SHEATHING PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE
HTT4 3480 3080 1
HARDWARE AND ANCHORS: -I LL---ij, t -- 1496.2 d @ 3" SEE SPECIFICATIO�� PLATE BREAK REVISIONS DATE
[NOT ACTUAL PLAN] -;/.-0 RCD TO FTG. BUILDER MAY CHOOSE EITHER THE DROPPED
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH 7 1 1 1 WALL FRAMING AT
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TD TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION DROPPED EADER CONDITION FILE COPY
WASHERS: SHALL BE IN ACCORDANCE WTH ASTM A500 (GRADE B). ----- H
SCOPE OF SERVICE HTT5 5250 4670 11496.2 F
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/,'0 RCD TO FTG. /"2 TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO
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 QR BE RESPONSIBLE r4-1-0d TO JOIST )Cx6" SIMPSON TITEN HD REVIEWED FOR CODE COMPLIANCE
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4' FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER w/3X3xO.229" WASHER SEE SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 6-16d TO JOIST 10531.36 L--- __j SCHEDULE FOR SPACING Q&HOLD DOWN CITY OF ATLANTIC BEACH
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF S SEE 5/S 0 SEE 1/SO.1 SEE PERMITS FOR ADDITIONAL
(LLOLN.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT YP#2 DBL
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 %"0 ROD -PDXIED 6" MIN 10849.6 TOP PLATE BUTT JOINT REQUIREMENTS AND CONDITIONS
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 %"0 ROD --PDXIED 6" MIN 101349.6 2 2- 41-
EPDXY*. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES, BLOCKING ONLY REQUIRED
SET N/A N/A SIMPSON EPDXY-TIE 11506.4 j REVIEWED 81. DATE.113-/�' K�F�'ELDALTERAMN
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING
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 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 RATVD SHEATHING, PONTGO&ASSOCIATES PPJOR TO
0 RC:) TO FTG. OPTIONS MAKING ANY STRUCTURAL FIELD
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 1 10-10d 13872.5 FULL HEIGHT )J" THREADED ROD ?9" !Vj PT. SYP#2-/ 1'-0" 6- SHEATHING FROM THE INTENT OF THE OR.GINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY EPDXIED 4"w/3X3xO.2, S11 MAX. MIN, FIELD ALTERNATIONS MADE PRIOR TO
CS16 1705 1705 13-8d 10852.1 SHEATHING WASHER SEE SCHEDULE ILL PLATE EXAMPLE OF PANEL
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 1-0 BE BEING APPROVED By LOU PONTIGO a
2W i EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
CONTNUOUS FOR SPACING SOLE PLATE BREAK
-INTERIOR BEARING WHERE REQUIRED BY ADDITIONAL ENGINEERING OR
GENERAL NOTES a CONSTRUCTION SPECIFICATIONS TO UPPER WALL, EE SCHEDULE TITEN FID
TOP PLATE FOR STUD SIZE EPDXY ANCHOR ANCHOR OPTION GENERAL NOTES.
FLOOR SHEATHING qPECInCATIQNS AND D.C. SPACING.
23/32" T&G OSB OR PLYWOOD SHEATHING. GLUE AND NAIL NTH 10d COMMON 0 6- D.C. EDGE & FIELD W&L SHEATHING TO
. . . . ... ... ... ... ...
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
SUPPORTED EDGES,
ROOF SHEATHING SPECIFICATIONS; RAISE )g' FROM EXTXCIALL SHEARWALLS WASHER EMBEDMENTI EDGE
EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- D.C. WITHIN 4!-0" OF ROOF EDGE). SP IN NERAL N
$ffiRQLF-- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. 8d 0 3"� SEE DET ILS SEE DETAILS BOTTOM OF SOLE ANCHOR G SPACING SPEC. DEPTH I DISTANCE GE OTES fA
S1.0 ON S1.O PLAN AND FASTEN TITEN HD 48" 24" 3x3xO.229" 4" 2' z
TILE - MIN. 15/320 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6- D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4# D.C. WITHIN 4'-0# OF RODF EDGE). Z�! r----[ --Z�--, F w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED
-- -I EPDXY 48" 24" 3x3xO.229" 4" 2"
I I I I I I I I (UNBLOCKED) PANEL EDGE
METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED wl 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. "THIN 4'-0 OF ROOF EDGE). 7,-1 � L9
MAS 48" 24" N/A (TYPICAL)
WALL SHEATHING spEcAnCATIONS, NOTES:
FLEXIBLE FINISH-MIN. 7/,.", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Eld @ 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 APJIACENT TO NAILING TO INTERM
I Lj 1 , EDIATE Lf
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING. HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--- --j j L---------J CORNERS AND PLATEBREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX,�. ROOF Uj
STUCCO FINISH-MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl Bd 1 0 6" D.C. -EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (UON) TRUSSES, OR
MULTY STORY FLOOR JOISTS. Uj C)
MASONRY SPECIFICATIONS* SINGLE STORY
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC151.1-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 NTH A MINIMUM OF 28 )AY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3-X3-XY;' PLATE WASHER, A 3"X3'X/B W/ 11/�"O ROUND
4 . 00
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SL,114 . MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALL SECTIONS SOLE PLATE ANCHOR DETAIL a SCHEDULE (2�ROOF AND FLOOR SHEATHING NAILING
Uj
SCALE: 3/4' l'-G- \za..O/ SCALE: 3/4" l'-O"
CONCRETE MASONRy_WWrLkQlLjL L LU
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 VERTICA U
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY �iIEN THE WALL HEIGHT EXCEEDS 5'-0'. 7
z
MASONRY STEMWALLS, ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS NTH TYPE IS' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 2 1
USED. GROUT ALL CELLS CONIAINING VERTICAL REINFORCEMENT WITH 3000 )AGi0N0gj5W6E!S IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT (3) ROW OF 10'
NUI�
AND WALL INTERSEC�DNS RRVIO NUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NAILS 0 8' O-C-�-\
WITH - #4 0 4'-0- D.C. MAX. AND AT EACH CORNER, WALL END, - O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHAIL BE INCREASED AS NOTED ON 2 PLY STAGGERED 0
DIAMETERS INTO EACH ELEMENT. AT STEMINALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16 FBEAM. z
1/S1.0L UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 2x4 BLOCKING
SIMPSON PLY BEAM. @24" D.C. FASTEN
SDWC1 5600 EACH END w/3-10d
CLAY MASONRY (BRICK)� SEE ROOF 3 \-2x4 MEMBERS: Uj
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING (1) ROW OF 10d TOENAILS
PLAN FOR EXTEND SHEATHING VERT. 4 �t(4) ROWS 12d NAILS 0 4" O.C. .1
CO I Ln
CONCRETE SPECIFICATIONS, DETAILS AT 12" D.C.
TH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS _TO TOP OF TRUSS AS SHOWN.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE Wl PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 10d STUD BELOW
SPECIFICATIONS BELOW. (3) ROWS 12d NAILS 0 41' O.C. LOWERTOP 4-10d
GENERAL NOTES, FIFFI ;m V-0" AT 12" D.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE fl-COMMONS
FOOTING AND FOUNDATIONS, PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES WAU- INTERSECTION
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 3 PLY BEAMS. ORTHOGONAL MEW CONDITIONS
-n SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- 2x4 OR 2x6 POST 2x8 POST
SUBSURFACE CONDITIONS. IF THE F001ING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NO FIED. T OF CORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE NTH ASTM D 1557. WITH GAP SHOWN c
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AN) LOCATION FROM THE (3)ROWS OF 5" (3)ROWS OF 6W
FOUNDATION PLAN SHOWN ON S1.0. 00 NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING S12E OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 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 #2 0 48" D.C. OR ROD CHAIRS. FRAMING SIMPSO AS SHOWN AS SHOWN CORNER WALL INTERSECTION
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 DWC15600 CONDITIONS CONDITIONS
DETAILS SHE THING MAY
BAR DIAMETERS TERMINATE AT 111PIONJ SSEE ROOF 3-PLY
CONCRETE SLABS ON GRADE, SIMPSON TOP OF DBL. SDWC15600 FRAMING 4-PLY NOTES, 0 0
6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JONTS LAPPED Tl E SEE NOTE 1 TOP PLATE. SEE NOTE DETAILS 14" LVIL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS @ B" D.C. VERTICAL
TERMITES. SAWALrL_FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'02' GRID WTHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNA ' METHODS. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
TYPICAL CONNECTION I
5" < HEEL < V-2: HEEL < 5" NOTES, 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
WOOD FRAMING SPECIFICATIONS, 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
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 ATT�CHED FASTENERS SHALL BE NOTES:
STAINLESS STEEL 2. H2.5T MAY BE SUBS11TJTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD. SPACE 0 48" D.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS r7� ROOF TRUSS CONNECTION BUILT-UP MEMBER FASTENING /�7� INTERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBIUTY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRA'ING PER 'COMMENTARY' AND
-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON so.
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB \ZLO/ \22-Y DESIGN
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE:
SDWC15600 SCREW. TOP PLATE IQ HEADER FASTENING, z4,� SDWC SCREW
ROOF CO RING SPECIFICATIONS, NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING;
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 MANU--ACTURER'S REQUIREMENTS. CLAY SEE DETAIL AT RIGHT. NOT REQUIRED, CqTERIA
ENDS OR OPENINGS LESS SE D
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 E1514 AND BE INSTALLED THAN 4*-6" FOR GABLE ENDS. E DETAIL AT RIGHT. NOT REQUIRE
KING STUD IQ TOP PLA FOR GABLE ENDS.
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. AND
SDWC15600 SCREW TOP PLATE TO HEADER FASTENING:
WATERPROOFING* NOT REQUIRED AT GABLE- SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS.
THAN 4'-G"
IF I I PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK_ KING & JACK SDWCSCREW 0 NOTES
CONNL(;I ION STUDS SEE PLAN STUDS SEE PLAN 24"
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD QR SILL 00 NOT SCALE DIMENSIONS FROM
q RFF THESE DRAWINGS.IF A DIMENSION IS
-NAILS E.E. PLATE HEAD ckSILL 2X6 WALL UNCLEAR REFER TO THE
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. GABLE X-BRACE, SEE DETAIL 10/SOl MIN SCHEDULE
1-31/2 x3/2 x/, 4" 6'-0" PLAT9S SEE ARCHITECTURAL DRAWINGS OR
ROUGH OPN'G SE DULE CONTACT THE EC��R.
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS -6;;,- 8'-V' HEADER SIZE, JACK AND KING STUD ARCHI TO PLATE:
L4x3/2"X/4 DESIGNATES SHEARWALL. THE QUANTITY. HEAD QR. SILL KING STUD TO FRAMING BELOW: TRUSS
DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS L5x3/2"X/. 6. 10,-0" ---------- HIDDEN UNE DESIGNATES SIDE OF CS18 STRAP w/6-10dxlY2" 'G, SEE ARCHI SDWC SCREW PLAN NAME
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 WALL THE SHEARWALL SHEATHING SCHEDULE NAILS EACH END. STRAP
6-) GUN NAIL 0 6- SW TO BE APPLIED. 8d 0 3/6 CATALINA
L6x31/2"x1/. 1 6- 1 12*-0" "NA I �G. KING STUD TO BOTTOM FLA ATTACHMENT CAN BE INTERIOR OR
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L7x31/2"X/4 6- 16'-0" 8dO3' 6' D.C. EDGE & 6" D.C. "IN THE EXTERIOR SIDE OF WALL. T- DESIGN/DRAWN/CHECKED
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE
W
U
BdO3�%J- DESIGNATES 8d COMMONS 0 3" CONNECTON, IMPSON ROUGH OPN'G, SEE ARCH.
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER:: CS / RD /LAP
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION BRICK LG long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0
(2-16d) ADJ - ADJACENT F - [ THAN 8 24" D.C. DATE
RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANUF Manufacture GABLE ENDS OR 2-STORY OR OPENINGS LESS
JOIST/TRUSS TO PLATE TOE NAIL 3-GUN NAILS WEATHER BOT BOTTOM MONO Monolithic WALLS THAN 3'-6" 2X4 WALL
PAINT. 11 IF HEADER FASTENING SECTION 06.23.15
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS --BARRIER BRG BEARING OG - On Center SCALE
2. LINTEL MORE THAN 8'-0". SHOULD CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO DBL DOUBLE PERP Perpendicular 11 All T 0 1 AS NOTED
KING STUD TO FRAMING BELOW;
ROOF RAFTER TO 2x- RIDGE EM, TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-1/,x3" WD. DIA DIAMETER PRE El'G - Pre Engineered -IODX1)r LPA No.
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16* O.C. @ EDGE SCREWS INTO HEADER PROVIDE A `/," I- LINTEL EA - EACH PSF Pounds per Square Foot CS18 STRAP W/6
VERTICAL SLOTTED HOLE FOR SCREW. -ATTACHMENT EE - EACH END PSI Dounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE TOLL-15-00271
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT RESSURE TREATED STUD OR 2X1 INTERIOR OR EXTERIOR SIDE OF WALL.
kTE CONNECTOR L SOLE PLATE ANCHOR BLOCKING FASTE STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT uick Tie SOLE PLA OF PER SCHEDULE STRAPPING NOT REQUIRED_/ L w/8-10d COMMON GABLE ENDS OR
HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF Reinforce LOCATED WITHIN 6" AT LOWER LEVEL HEADERS JACK TRUSSES LESS
FLASHING FBC - FLORIDA BUILDING CODE SF uare Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY THAN 8' OR OPENINGS LESS SHEET
MULTISTORY
SDWC SCREW
FA SEE Sp CIRCAT'ON
(9)lod,l S AJJILS
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SDWC SCR FW 0
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ATES SEE: rILL, W
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SOLE PLATE To JOIST/8-LOCKING FACE NAIL (16d 0 16') GUN NAIL 08 TIES 0 12" O.C.. (FOR 11Omph HEADER, FDN FOUNDATION SPF -$pruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY (STACKED WINDOWS)
WIND-ZONE VERT. TIES 0 16- D.C.). SEE PLAN BRICK LINTEL, FT FOOT SYP - Southern Yellow Pine THAN S-15"
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING THRU -- 'Through (UNSTACKED WINDOWS)
3"xO.131"0 = GUN NAILS 2"xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDEI&00 WEEP HDR - HEADER TYP - Typical TYPICAL HEADER STRAPPING SOD
2NO.1113"O = 6d 2/2"xO.131"0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION MEW HORIZ - HORIZONTAL UON Unless Otherwise Noted
3"xO.148"o = 10d 31/2"xO.162"O = 16d FLASHING. OF BRICK LINJFJ� LBS - POUNDS VERT Vertical I,,,._�SHEET 1 OF�9 �
1I/,-x0.i48'0 = 10dxll/�o 11/,"xO.131*`0 = 8dx1I/2*` WWF Welded Wire Fabric
2x6 SYP#2 BLOCKING BETWEEN
2xS SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE wl 10d 0 4" D.C. WALL SHEATHING
PLATE w/ 10d 0 3" OLC 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD wl 3-16
----7NAILS AT EA. FRAMING INTERSECTION.
6- (MIN. OF 6-16d BETWEEN EACH TRUSS)
DBL. TOP MAX�4 NOTCH HEADER
BLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE
AT SHEARWALLS AND L Lou Pontigo and
STUCCO FINISH PDRCH SHEATHING,
5-8d COM HEADER Associates, Inc.
EACH SIDE S:E SPECIFICATIONS PORCH
B�LOW
ERD HEADER, PERPENDICULAR TRUSS 420 Osceola Avenue
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 8-GLIN NAILS- SEE PLAN. t
0 8" O.C. SHEATHING SPLICE 0 8" O.C� WALL- FULL HEIGHT-]I- DETAIL B jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24
24" O.C. BETWEEN OUTER PORCH PA HEADER & SUPPORT STRAPS HOLD DOWN AT
CONT. RIBBO T. RIBBON TO WALL ANCHOR OR DTT2Z Ph. 242-0908 Fax. 241-9557
CON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR MIN. (2)2x4 WOOD
BOARD BOARD TYP) 3" O.C. TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 SO CA#3579
(TYP)
EACH SIDE FLOOR F oPTION A TO PORCH HEADER. WALL
FLOOR FLOOR OF SPLICE TRUSS I SHEATHING�\
TRUSSES TRUSSES-\ 24" 16 GUAGE POST BASE:
OR JOIST.
P03T 4x4 POST:ABU44 STUD WALL FRAMING
OR JOIST. 2x4 S 2 STRAP w/11- 24" 16 GUAGE
CIA P# BE OW 6x6 POST:ABU66 /-w/ 2x SOLID BLOCKING
YP
SHEATHING SPLICE GONAL 10dxlY2" EA. END STRAP w111- pin.....I'M
ASTI N A. 10dxlN' E)
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PORCH. 6. INTO TOP PLATE & 5-10d TO BLOCKING ED 3 O.C. rE s %
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IG 3" O'C'
L
F 0
V OSB or PLYWOOD PP HEADER] 0.i
F k. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE
DOUBLE TOP PLATE AILS
3-10d COMMONS PORCH HEADER,
El D
SLAB NAILS INTO BEAM. SPACE 4
4
RIM BOARD Y SEE PLAN
HTS16 MAX 0 48" O.C. OMIT IF WALL
LL SHEATHING IS INSTALLED
4 MSTA24 R:O,D 0. 4
j SHORTER THAN 1 STRAPS
WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN CEILING WALL FRAM NG J ROOF TRUSS
VERTICAL JOINTS WTH LINE I vim FACE OF BEAM
STRAPS EPDXIED 6" MIN OR JOIST-",,�
WALL SHEATHING
SHEATHING SPLICE L /\,FOR EERPENDICULAR
QUI JOINTS INSTALL OR To TRUSS CONNEC11ON OF
BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRA ING PER PLAN VIEW (E PLAN VIEW OF ELEVATION MEW OF 8-GUN �tL ULIAIL B ABOVE
OPT10N I OR 2 PORCH HEADa PORCH HEADER PORCH HEADER OU
AT SHEARWALLS AND EACH SIDE NAILS- CONTINUOUS 2x6 SYP#2
, .,="Z�2
AT CORNER IP1)al AT POST AT POST
STUCCO FINISH LEDGER FASTEN WITH
FULL HEIGHT
OF SPLICE
OPTION 1 OPTION 2 ANCHOR OR DTT2Z -J�- 5-0.13lx3" EA. STUD.
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHIN. SPECIFICATIONS, HOLD DOWN AT MIN. (2)2x4 WOOD AL
n,
Gypsum (' TER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" D.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
10 OPTION B
NOTE 1; OR I TO PORCH HEADER. DETAIL A Christopher I Sabourin PE
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREAtE ) OSB OR PLYWOOD, w/ Bid 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 r2�N TYP'I AL PORCH FRAMING DETAILS r3-%NTYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION T
\S0.1 \S0.1/ SEE CONSTRUCTION SPECIFICATIONS FOR ROOF Ri�ISIONS DATE
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. SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
ROOF 2-SIMPSON H2.5T. FIELD ALTERA-nON
TRUSS. BOT. CHORD wl 0.131x3" 0 3' O.C. ROOF
2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. - ---------t t----------t TO CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP TRUSS. SDWC 15600 ----- 4----------4 1 1 MAKING ANY S 0
ROOF TRUSS. 1 1 PONTIGO&ASS CIATES PRIOR TO
PLATE w/ 4-0.131x3" SHEATHING FASTENED TO 0 32" O.C. MODIFICAT ONS WHICH MAY VARY
COMMON. MAX. TOP PLATE w/ 10d 0 3' D.C. SCREWS FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
SHEARWALL FIELD ALTERNATIONS MADE PRIOR TO
SYP#2 CONT. ATTACH OSB WALL D BEING APPROVED BY LOU PONTIGO a
FASTEN CATS EACH END w/ SHEATHING U A550CATES MAY RESULT IN
TOP PLATE AND TRUSS N-0 AODIT�ONAL ENGINEERING OR
3-0.1310" COMMON TOE NAILS
0.131x3" @ 3" O.C. EDGE OF NSPECTION FEES.
MAY OVERHANG TOP PLATE. SHE
SHEARWALL OR SHEARWALL
EXTERIOR WALL SW 8d@3"/6" SW 8d03"zL 4-
to TRUSROUIFI OPENING. SEE ROUGH OPENING SEE
PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST S UPLIFT TA TRUSS UPLIFT TA
ALTERNATE A B ALTERNATE C ALTERNATE G BLE AT LEFT STRAP KING POST TO I _ I
POST BELOW WITH 2-CS16 W WITH 2-CS161 BLE AT LEFT
STRAPS WHEN FULL HEIGHT BELO'
(A)- UPPER TO LOWER STUDS UPPER TO LOWER STUDS NCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
7/,." OSB DIAPHRAGM FASTEN ROOF FLOOR DE 10d 04:"O.C� SIN 8dD3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS A ANCHORS ARE NOT USED
TO NAILER w/ (1) ROW Bid TRUSS. FLOOR 0 STUDS TO FOUNDAMON (M- END STUDS TO FOUNDATION
2x 4SHEARWALL
To
w
2�
@ 3- O,C. FASTEN TO TOP 2x4 SPF#2 CONTINUOUS '5W 8d03/6: HTT5 OR HDU5 8dOi HTT5 OR HDU5
7/16 LEDGER FASTENED 0
16
PLATE wl (2) ROWS OSB TRUSS WEBS WITH SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPUFT CONNECTOR CONNECTION UPLIFT CONNECTOR
PANNEL TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT
OF Bd 0 3" O.C.. BLOCKING w/3-0.1310" 4 2EARWALL NOTES, SEE SCHEDULE ON DETAIL 3/SO.O V)
2x4 SPF FLOOR COMMON. 1. ANY ALTERNATE MAY P &V Uj
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING BE USED. SHEARWALL NOTES A H2.5T 0-32* O.C. TO A LSIB 0 32" O.C.
w/ I 1 1. PROVIDE 7/f6" OSB SHEA HING WITH 8d COMMONS 0 3" D.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH E w/ 2x4 SYP#2 CATS AT 12- 2. USE ALTERNATE A. PROMDE 2x BLOCKING AT kLL PANEL EDGES. C (1)MSTA24 STRAPS C
O.C, -0.1310" NAILS 0 6�11)0 . 11�\ - - (2)CS16 STRAPS UJ
(2) ROWS 0.131x3" 0 3" O.C, 3 )-C. \-D.C. FASTENED TO TOP Al EXTERIOR WALLS
INTERIOR PLATE w/ 4-0.131xY ENDING BETWEEN ROOF Z PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN
SW-2 SHEARWALL. 5-16d'OWLS SHEARWALL OR COMMON. TRUSSES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
(TYPICAL) EXTERIOR WALL 3. USE ALTERNATE 3, FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE D ALTE NATE E & F FOR FLOOR
ALTERNATE F LISS ATTACHMENT 4. INSTALL INTERIOR FOO11 G BELOW SHEARWALL PER DETAILS ON S1.O
U
TYPICAL EARWALL ELEVATION z
SHEARWALL ATTACHMENT AT ROOF Et FLOOR r6 WHEN 7 HEADER TIE DOWN'
PROVIDE SOLID BLICKING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
Uj
8d COMMON NAILS L4-12d TICE 2x4 SYP#2 OLITLOOKERS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICAT6NS. SINGLE BRACING NOTES Mj���
AT Y O.C.(TYP) ROOF NAILS (TYP.) 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXERT
2x4 BLOCKING. FASTEI TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3
EACH END w/3-1G J
WALL �TIJDS WALL STUDS H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
AT 16 D.C. -AT 16" D.C. 202 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAIL! OUTL-OOKER TO TRUSS. (LON)
FASTEN TO ROOF FRAMING BELOW 6-10d (I)DIAGONAL BRACE PER
w/ 4-12d NAILS AT EACH RAFTER. (4) TRUSSES APPL D 2.)BRACING LUMBER SHALL INTERSECT
z ROOF SHEATHING COMMONS TO BACKSIDE OF WE 3. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER.
2XIS
3.)PERMANENT PERMANENT BRACING
ROOF TRUSS ROOF TRUSS-/ ANGLE BRACING APP IED TO WHERE NOTED ON TRUSS MFR. SHOP CD
SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
SYP# LEDGER ATTACH -I--- DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER
IN
'TYP)
2x12 OR '2
FASTEN To
G w/ 4_1 2d
N
2x
0
All
7 2x4
H3 F
IE
L
SIMP'
2 NAIL�
To EACH STUD, PER ATTA H TO EACH STUDj AND LEDGER TO ROOF MEMBER. THESE STRAPS BOTTOM CHORD BRACING
S MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP I-OKAUL FASTENED TO 1.1 PERPENDICULAR TO TRUSS BOTTOM
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2
OC WEB w/ 12d @ VO.C.
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. I I CHORDS AND ATTACHED TO EACH
RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THEJ 1-1 TRUS WTH 2-8d COMMON NAILS. AT
B-DOUBLE LEDGER ALT TO BOTH H3 AB VE . THAN 4'-0" FASTEN w/10d Ci
A-SINGLE LEDGER LL�� OMMONS 2X4 #2 SYP BLOCK 0 EACH SAME IZE, SPECIES,
PRODIDE MTS12 QR CS16 DIRE 11 GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB
LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING R BE BRACED. 101 AT END WALLS PROVIDE DIAGONALS 0
AFTER /-CABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND (APPROXIMATELY 457) TO THE
REACTION AND ROOF MEMBER. END W/ 3-10d TOENAILS
0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-/4"04" SDS SCREWS LOCATION. LE MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.1310* 2346-3125 2x12 w/ 8-'/4*04" SDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U
1251-1540 2x1O w/ 10-0.13lx3" AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
-H2.5T
1540-1850 2x12 w/ 12-0.1310" FPLT W/ 2 CONSTRUCTED OF THE SAME BRACING
jPR DE JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
VERFRAME RAFTERS TO TRL NECESSARY AT HIP ROOFS. ALSO
To 0" SOU%SPF#2 BLOCKING AT PANE USS FRAMING. 0.1310" TOE NAILS @ 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
I EDGER A NOTES: WHERE A LEDGER IS INDICATED TIE IN OF I FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, TO DBL. TOP PLATE DIAGONALS IN THE END SPACE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT
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" D.C. QR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM COMMONS MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL
SDWC15600 0 36" D.C. OMIT IF
TION OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING FIRAMING
N BY TRUSS 14��SOA� USE THIS DETAIL TO FA51L OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. \-�i SCALE: 3/4" 1'-0" MIN 2 PLY STUD MIN 2 PLY STUD
N�� ENGINEER, NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2
IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS
TO SISTER A TO SISTER A
OR BEAM GIRDER TRUSS
FULL HEIGHT MIN 2 PLY 36" LONG STUD OR BEAM
ELAM IL /-36 LONG STUD
WASHER- ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w 12- FASTEN w/12-
-jy t-� /1
�'d FOL
D OVER TOP PLATE (2)MSTA24 STRAPS 0.1310" GUN 0.1310" GUN NAILS
ANCHORING SYSTEM, THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS (2)MTS12!1
I DOUBLE FULL FIT. SYSTEM SHALL CONSIST OF %"o A307 THREADED FASTEN w/18-10d HDU5. FASTEN (2)MTS12
FULL HT 0.
TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
DOUBLE TOP LOCAnONS INDICATED IN THESE DOCUMENTS. ABOVE '0 SCALE C NS N OM
CON NE I CTOR SOLE 26-10d COMONS SIMPSON DTT2Z THESNEDOTRAWINGS.'IMFEA GIOMESNFRION Is
PLATE SEE PLAN f/ TOP PLATE, PROVIDE A 2*X 2"X V STEEL WASHER. W/8- A"Xl)�' UNCLEAR REFER TO THE
I --l- /-SDS SCREWS ARCHITECTURAL DRAWINGS OR
WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 o. \_SIMPSON FULL HEIGHT
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) F LL HEIGHT PLY LTT20B THREADED ROD (2)H2.5T (2)H2.5T
MINIMUM 2
J
FULL HEIGHT ROD STLID-\ )2" THREADED ROD V41THIN 6" OF
A ROD INSTALLATION, AT ALL PLATE PENETRATIONS, MINIMUM MINIMUM
THREADED ROD F- PROVIDE A HOLE IN THE PLATE X" LARGER THAN THE 2 PLY-\ THREADED EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY-\ PLAN NAME
SEE PLAN DIAMETER OF THE THREADED ROD USED. IIIIHILE TURN 11TEN HD STUD x6" TITEN HD STUD CATALINA
I ELEVATION SINGLE CONTINUOUS RODS ARE PREFERRED, COIJPLER� COUPLER TIGHT ROD EPDXIED THREADED ROD
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES 7.5" MIN
AGAINST PLATE OR ECKED
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE THE /--EPDXIED 4" MIN DESIGN/DRAWN/CH
------ FULL FIT. � i Xx6" TITEN HD
(OPTIONAL, LOCATE--, & -,2 --- 1 1 ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON 11TEN HD ROD COUPLER CS / RD /LAP
ANCHOR - IN HOLE. RODS MAY BE SLANTED FROM TRUE MINIMUM
AS NEEDED) %- RODS THD37634RC (Vx6344")
AT SILL PLATE AT TOP PLATE VER71CAL BY A MAXIMUM OF 2 INCHES IN 10 FEET To 2 PLY HOLD DOWN SEE PLAN DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z /-STUD ROD DTT2Z 06.23.15
U F
PLI T
CONNE
PI
'rSEE
H
C
LL ' -i
READI
EE PL�
AD t-
I LOOR FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUO-71GHT w/B- Y�'x%* FITTS ROD HTT5
OONDITION PLUS ONE-HALF TURN OF A STANDARD /�SDS SCREWS BUILT-UP POST,- BUILT-UP POST,- SCALE
FRAMING MOM (APPRO)ONIATELY 30 FT.-M OF 1IORQUE)L SEE PLAN. SEE PLAN. AS NOTED
FULL HEIGHT THREADED CX) (C) @ (E) F DUE TO SHINWAGE AND COMPRESSION OF BUILDING LPA No.
L ROD 0 OD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTION SHALL RE-71ONTEN NUT TO 30
THREADED ROD-- FOUNDATION I NO HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE
SEE PLAN PER PLAN_ 3/8 1A"o `/,"o 2x2x'/," 4" 14" 2" 3. OOMPLETE AND PRIOR M INSULATION. TOLL-15-00271
EMBED ENT 5/8 -WO 31,"o -Tx3x�l." 7.5" 112- 2)k- 3- EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HOU5 0TT2Z LTT208 OPTION 1 OPTION 2 CONTROL No.
�N DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR
CHOIR MONO STEM . CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL
FULL HEIGH REQUIREMENTS SHEET
jnB
WALL SECTION THREADED ROD INSTALLATION CHART S
%' FULL HEIGHT ROD ALTERNATE FU HOLD D
14 LL HEIGHT THREADED ROD OWN ATTACHMENT DETAIL 16
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM r13 ATTACHMENT <QNN� GIRDER BEAM STRAPPING 0*1
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO-1 TETERNATE SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
OVERLAP SIDEWA LL OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE TOP .PL.ATE . . . . . . . . . ALWAYS PLACE FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP
ALWAYS PLACE HEADER AT PLATE TO HEADER WITH LSTA12 0 32 O.C. PER PLAN
TOP PLATE HEADER AT TOP OF ROUGH
. . . TOP OF ROUGH OPENING IN LIEU OF THE H2.5A STRAPS ROOF
OPENING FRAMING
GARAGE 5/,"0 THREADED ROD . .. . . . . . . . . . . . . . .
HEADER . . . . . . . . . . . . w/3x3x'/4" PLATE . . .. . . . . . . . . . .
11 t . . . . . . . . . . . . . . . . . T.R, . . . . . . . . . . . FULL HEIGHT SECOND STORY
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . . THREADED ROD—,,,, TOP PLATE ELEV. min
(ONE IN SIDE 1 V2 . . . . . . . . Lou Pontigo and
HEADER AT PACK NTH 2-ROWS OF 16d . . . . . . . .
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. WALL) MAX Associates, Inc.
OPENING
�JA2)20go STRAPS' EXTEND HEADER TO
HEADER TO JACK ATTACH GARAGE DOOR THRU LEXTEND HEADER TO SIDE OF WALL TOP PLATE 420 Osceola Avenue
(2)2x6 KING STUD! UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 6x6POST SHOWN. TO STUD
HTT5 W1 STUD PACK, PER GARAGE DOOR (2)2x6 2 2xE AS SHOWN. H2.5AC 32" ON-CENTER jax. Beach, Florida 32250
OR SDWC15600 SIMPSON H\3 Ph.242-0908 Fax.241-9557
(2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS 4�-O"x4'-O" PIECE OF WA
EPDXIED 12"_\ AND (1) 69 LL TOP & BOT. OF FL:CA# 8344 SC:CA#3579
0 4'-0%4'-0" PIECE OF WALL SHEATING INSTALL ATUPPER HEADER TO JACK STUD CRIPPLE STUD
KING. SHEATING INSTALL AT UrrLK HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER MSTA24 STRAP EACH 0 32' D.C.
T HTT5 w/ 22 CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMEO AS DETAIL A SIDE OF HEADER
Qf-]-AIL A THREADED ROD
(2)2x STUD CORNER THREADED ROO ON EXTERIOR STUD (TRIMED AS 2- AND (1) �,HOWN)
EPDXIED 12" P KING.
P.T. SOLE PLATE-., SHOWN) FASTEN SHEATING TO HEADER w/ Bd COMMON QEL GALV. BOX NAILS 'Ilo Vol",...11111,
09 ji
GARAGE �HTT5 wl FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3* OLC IN ALL FRAMING , 'r A A
/FLOOR SOLE PLATE HTT5 w/ ��Ilsl 3" GRID PATTERN AS SHOWN AND 3" OLC IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. STUD TO LOWER F
000,� ", A.
ANCHOR THREADED ROD THREADED ROD MSTA24 OR CS20 STRAP
ML
EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP.
EPDXIED 12" M� 0 32" ON-CENTER
SOLE PLATE ;:i��TX�
.,e GARAGE WING WALL SECTION A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS
ANCHOR
KENED SLAB EDGE 2 MSTA24 OR CS16 KING STUD TO LOWER
STRAP EACH END 2 MSTA24 OR
AT GARAGE OPENING. 6x6 POST WITH ABU66 M T
OF WALL SEGMENT CS2 STRAPS
Y�"O THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN
I-w/ 5/," THREADED ROD OF
-4: 1
NOTES: TUDS) DRILLED AND EPDXIED wl 12" EMBEDMENT & 300/4" WASHER. EPDXIED 12" MIN. 44 m
0 R I OF !,z:!
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2ND FLOOR ELEV. .......... 0
m YT/0NAL %
GARAGE WING WALL ELEVATION %%".,..............0
Christopher I Sabourin PE
FIL PE#71461
WOOD BEAMT
��ISIONS DATE
GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL VMEN 3 GARAGE WING WALL FRAMING LESS THAN 12' VMEN 4 CONVENTIONAL STRAPPING DETAIL
�SO 2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
,�S 0.2 THIS DETAIL ONLY ADPLIES WHEN NOTED ON PLAN
FIELD ALTERA-n0N
CONTRACTOR SHALL CONTACT LOU
PONTIGO a
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
STUD TO TOP PLA FROM THE INTENT OF THE ORIGINAL
SDWC15600 SCREW.LL-A CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
0 32" D.C. ROOF SHEATHING PER BEING APPROVED BY LOU PONTGO&
11-MTS112 STRAP CONSTRUCTION SPEC'S PLATE: ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
0 EACH RAFTER SOW 159 SCREW.
1 1. .1 11' .1 1 1 1 1 10d COMMONS 1/2"AO" S.S LAG BOLT 0 32" O.C.
2x6 SYP#2 LEDGER ROOF SHEATHING PER STUDS TO TOP PLATE STUD TO BOT PLATEP 0 6"o.c
w/3-#Sx3Y2" WOOD CONSTRUCTION SPEC'S SPLICE 2x6 x 4'-6" P.T. SYP NO.2
SCREWS 0 ROT PLATE TO TRUSS SDWC15600 SCREW.
16-OLC //_0 32' D.C. 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF
2x6 SPF#2 RAFTERS Y4"x4)j" LAG SCREW 0 24"o.c TRUSS 0 24" D.C.
AT EACH FLOOR 2x6 SYP#2 LEDGER
ALIGNED w/ STUDS WITH ROUND WASHER
TmR w/2-1/4"x6" SDS H2.5T
SCREWS 0 16"o.c� Z
2x4 SYP#2 LEDGER 0.
w/2-#8x3X" WOOD--,,,- PRE-ENGINEERED 2x SPF BLOCKING
SCREWS 0 16'O.0 5-10d NAILS WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 12d COMM RIPPED TO FIT
6x6 POST SEE PLAN_,_-� WIRE NAL 17,WITH GAP SHOWN "BELOX 180 TIONG
(2)H2.5T 0 4" D.C.
STUD TO SOT PLATE, 1
1-H2.5T 0 2x4 SPF#2 JOISTS 4x4 HORIZONTAL LEG STAGGERED 0 x4 T&C
EACH JOIST ALIGNED w/ RAFTERS g11T PLATE To TRUSS USSES PERPENDICUI -SDWC15600 SCREW. I BETWEEN Uj C)
026 LAG SCREW 0 32" D.C. 3-10d TOENAILS-/ %"x8" LAG SCREW In RAFTERS.
WIVROUNDJWASHER \ EACH SIDE RECESSED ------------------ --------
AT EACK-FLOOR TRU
El// 2x4 P.T. SYP Uj
ARCHITECTURAL 4x4 DIAGONAL DOUBL
BRACKET X8 LAG SCREW TOP PLATE V-4- FASCIA m i Uj
2x SPF EILC
1!2dT COMM ON R11 PPED To
WIRE AILS W TH GAP
0
C
S 4 0 At
C
A GER
T�.D�UBLE
WALL FRAMING RECESSED U
SEE PLAN-�. SHEATHING MAY z
4x4 VERTICAL TERMINATE AT
TOP OFDBL
ALL EXPOSED METAL TOP PLATE. Z n
ALL EXPOSED METAL WALL CONNECTORS AND 0
L
CONNECTORS AND TRUSSES PARRALLE TO
FASTENERS SHALL FASTENERS SHALL
BE STAINLESS STEEL AF STAINI Eqq qTFFI RAFTER TAIL DETAIL
SHED RO 0
WALL STRAPPING DETAIL /-7 r8
SHED ROOF BRACKET DETAIL /-6 OF BRACK DETAIL <MHEN�g WALL STRAPPING DETAIL Lij
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \ZL2/ SCALE: 3/4" 1'-0' \Z2.2j SCALE: 3/4" V-0- so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0
1 WATER PROOR OSS BLOCKING
HAND RAIL BY= PANEL SEE PLAN.
2ND STORY EXTERIOR WALL.
KING STUD
M TOP PLATE, FLOOR
SDIlIC15600 SCREW, SHEATHING
S E DETAIL 8/SO.2 FOR 6x6 SYP#2 P.T. POST TO FLOOR SHEATHING
RAFTER TAIL FASTENING. TRUSS D02 SUPPORT ROOF LOAD ABOVE.
STRAP TO CANTILEVERED FLOOR
TRUSSES BELOW TRUSS w/2-HTS20 STRAPS
PIGGYBACK TRUSS
STUD TO TOP PLATE,
SDWC15600 SCREW.-'
0 32" D.C. \-TRUSS 2x12 RIMBOARD.
CONNECTION FASTEN TO TRUSS
TRUSS BY TRUSS w/A35 A GLF SDWC SCREW
CONNECTION ENGINEERS. MISIC
HEADER JAC' STU& BY TRUSS
I-MSTA24 ENGINEERS
FRAMING
2x4 SPF#2 WALL 0 16" DETAILS
D.C. FASTEN TOP + BOT.
w/ SDWC15600 SCREW.
ROT PLATE TO FRAMINa NON-STRUCTURA
EXTERIOR SECOND BRACKET + TRELLIS
BELOW CS186 32" O.C. STORY WALL. FRAMING BY BUILDER.
TRUSSES BEL81W 00 NOT SCALE DIMENSIONS FROM
/JPIGGYBACK TRUSS THESE DRAWINGS.IF A DIMENSION IS
PROVIDE (2 2x4 BL CKING
DIREC ARCHITECTURAL DRAWINGS OR
BELOW PONY CONTACT THE FOR.
WALL. FASTEN BLOCKING TO
TRUSS w/ 4-10D TOENAILS. PLAN NAME
JA
GALL FAkSERSU:EALL BE H 7D�
LV. S. H RS] CATALINA
1)j" WAS
DESIGN/DRAWN/CHECKED
NOTE ALL HOLES SH CS / RO /LAP
PRE-DRILLED
L DATE
06.23.15
SCALE
DECK BRACKET
G DETAIL /-11-'\ DORMER TRUSS SECTION r12 AS NOTED
rs�SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \Z.,2/ SCALE: 3/4" 1'-0" SCALE: 3/4" V-0' LPA No.
TOLL-15-00271
CONTROL No.
SHEET
S02
SHEET 3 OF 9
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
Ell
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
CONCRETE STAND OFF PAD TO MATCH ARCHITECTURAL DESIGNATES SLAP RECESS
COLUMN DIMENSIONS. REINFORCE W/ #3 DOWEL BAR @ Lou Pontigo and
v� BEAM OR TRUSS, SEE PLAN Associates, Inc.
ACH CORNER. PROVIDE #3 STIRRUP 3" FROM TOP.
12x12 MASONRY PIER BELOW
ARCHITECTURAL COLUMN ABOVE. TOP 420 Osceola Avenue
12" THICK CONCRETE jax. Beach, Florida 32250
OF PIER IS 6" ABOVE PAVERS. CONNECT MONO I FOOT111 G W/ #5 @
REINFORCE w/2-#5 VERTICALS. STEMWALL w/2- 2 0- 1 Ph. 242-0908 Fax.241-9557
L 12" O.C. EACH WAY. FL:CA#8344 SO CA#3579
(TYPICAL 4 PLACES) EPDXIED 1 0
S 8'-8" -3 Z" , 4� 3' 3" 2'-0"V1'_O
— — — — — — — — — —
— — —+— . I— — — — — — — — — — — —
-- -- ,, " .I .-_ A A
cli 0AER J.
— — — — — — — — — — — — — - -- -
E
ISOLATED ING CONNECT MONO TO
1717 nFTAII LO STEMWALL w/2-#5x3O"- m
9 /si 01 1 -
S, 0 4
to DOWELS EPDXIED 4" MIN.
po
F2.0� S F
I L IJ A,
4" CONCRETE SLAB wl
1 '215 **...........
FIBERMESH 0 1.5 LBS/CU.YD.
Sim OF CONCRETE OR 6x6 Wl.4xW' .4 - — — — — — — d — — — — — -
WWF ON 5MIL VAPOR BARRIER 4'-8" 4'-1 5'--61, 1 CONNECT MONOTO X Christo VIwjI%Iq11r�'urin PE
IN PREPARED GRADE.-\\ PAVERS STEMWALL w/'2-#5x,30'0 X FL P E#71461
BY OTHERS DOWELS EPDXIED 4" MIN. ��LSIONS DATE
PROVIDE 2-#4x4'-O"
-CORNER CRACK BARS
r
PROVIDE AW CUTS PER 1 AT SLAB MID-DEPTH.
I I S1.01
r 2/S1.0, BUILDER TO
COORDINATE WITH FINISH
PAVERS FLOOR MATERIAL.
BY OTHERS \Ksl-617
SLIDING GLASS DOOR F .0
F
FIELD ALTERA-nON
FRAMES MUST BE RECESSED CN 20'-10" CONTRACTOR SHALL CONTACT LOU
SEE ARCHITECTURAL PLANS 3'-1 V 4'-9 v2'-7" ,,7'-2" -1 4'-0 PONTGO a ASSOCIATES PRIOR TO
(0 MAKING ANY STRUCTURAL FIELD
__EQa_LQLA1QN_D5__SLtD1Nf2__ MODIFICATIONS WHICH MAY VARY
F2.5 GLASS DOORS. FROM THE INTENT OF THE ORIGINAL
1 ^5 CONSTRUCTION DOCUMENTS.ANY
F-1—L 0— i S1.01 FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED By LOU PON IGO a
ASSOCIAT
ADDITIONAL ENGINEERING OR
F2.0 INSPECTION FEES.
F11 J,
IF2 0
�J�ISOLATED FOOTING
SEE DETAIL 9/S1.O1
L
ILL
CONNECT MONO TO — — — — — — -- — — — — — — X
STEMWALL w/2-#5-3(1!— F2.5 4
DOWELS EPDXIED 4" MIN. STAIRS S1.01 U
^6 BY BUILDER. Lf)
CONNECT MONO TO
I�01 r- S1.01 STEMWALL w '2-#5x3O" Uj
ow I K413
L DOWELS EPDXIED 4" MIN. "�SI.01/ UJ C)
PRCLID#lI--
CO'R R .. . .. .. . SAWCUT r/
A T -SLA B -I A I D--DEP IH
F3 0 LU
LB
F
Y
AV
OT
�H E
Rj
S
WNG j 'Sim—
I LZI
F .0
0
-3- 4�-
F_
P R CEI:D
COR
F2 0
rn 0
7
X.
LL
MA" S1.01 DI
r4 E
S�-01
--A
j V)
0 4'-6" D
13'-3" H-5 ' 3\-8)' SAWCUT X
S1.01
0-
-1 Lr CD Z
to
7B
\��01
0)
I
CONNECT MONO TO
-STEMWALL w/2-#5x3O"
DOWELS EPDXIED 4" MIN.
`z=4
to
— — — — — — — — — — -- — — — 3 '�
rt� — — — — — —
I �1 42q I IXI
L — — — — — — — — — — — — -- — — — — — — - - — — — — — — — — — — — - --- — — — — — — — — — — — — — — —
<S 1:0 13 <
FOUNDATION
PLAN
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. F A DIMENSION IS
IFA
UNCLEAR REFER TO THE
�ITEL OR-A""' ®R
CT'RA
CON�ACT THE�EO R*S
PLAN NAME
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD CATALINA
FOUNDATION PLAN DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" D.C. CS / RD /LAP
3—#5 EA. WAY BOT. 11-0. 2'-0' 2'-0" F2.0 UNLESS OTHER NOTED SCALE: 1/4� 1'-0" DATE
3—#5 EA. WAY BOT. 11-0. 2'-6- 2'-6" F2.5 SHEARWALLS 24" D.C. 06.23.15
3—#5 EA. WAY BOT. 11-01, 3'-0' 31-01. F3.0 (SW 8c103"/6") SCALE
4—#5 EA. WAY BOT. 11-011 3'-6" S-6" F3.5 SOLE PLT 0 f MEN NOTED ON PLAN AS NOTED
4—#5 EA. WAY BOT. 11-011 4'-0' 4'-0' F4.0 SEE NOTE 2 LPA No.
4—#5 EA. WAY BOT. l'—O*' 4'-6" 4'-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-15-00271
1, THIS FOUNDA11ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.O CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT.. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR
REFERENCE ONLY. EXAMPLE — SOLE PLT 0 36" = 36" SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON—CENTER SPACING
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S I *0
PROCTOR IN ACCORDANCE WITH ASTM D 1557. EET 4�
�SH OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER 4
PER CONSTRUCTION SPECS. -- ---- AND ANCHORAGE PER CONSTRUCTION SPECS. 4�
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
/- CORNER BARS (TYPICAL)
2" ,!SOLE PLATE ANCHOR,
1 -#5 CONT., PROVIDE
AT WALLS GREATER TH HOOK INTO SLAB. SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL Lou Pontigo and
EN �SEE 3/SO.O
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, /CORNER BARS (TYP.) BLOCK w/ 1-#5 CONTINUOUS Associates, Inc.
FOR TEMPORARY BRACING
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. 15� SEE ARCH PLAN 420 Osceola Avenue
/ IF . / I SLAB ON lax. Beach, Florida 32250
PERMANENT LATERAL I ISLAB ON GRADE, 51" Ph. 242-0908 Fax.241-9557
SUPPORT DETAIL. 2 DE
GRA
SEE PLAN. I FL:CA#8344 SO CA#3579
\W\V I SEE PLA
N.
4
I<
GRADE OR CONC. �x
4 ......
SLAB, SEE PLAN.
C
8" CMU STEM WALL W/
#4 DOWEL TO MATCH VERT. SHOWER PAN SLOPES TO DRAIN, SEE ARCH #4 VERTICAL DOWELS @ 24" O.C.
SLAB ON
A . I 1�
GRADE
STEMWALL REINFORCING (SEE 90* BEND INTO FTG.
STEMWALL SCHEDULE 41%, 1� PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. SEE PL�N
SCHEDULE) w/ 6" HOOK INTO
00
CmU
REINFORCING FOOTING. LAP VERT REINFORCING S 0 IF
COURSES 4 <
25" IF STEMWALL IS GREATER
I _j OF
1 TO 6 #4 VERT. @ 48"O.C. g, m
4 �� .. ... 0 0
THAN (3) COURSES. -0 -4 0 o lz�!
STEMWALL, SEE 1 /S1 -0 CONTINUOUS CONCRETE �0
7 TO 10 #4 VERT. @ 24"O.C. '4;%*8/0NACE 0"'
CONT. CONCRETE FOOTING CLEAR FOOTING
11 TO 12 , #4 VERT. 0 8"O.C. TYP
STEMWALLS OVER 6 COURSES TO 8"d x 16% 2-STORY, w/(2)#5 CONT. Christopher J Sabourin PE
HAVE TRUSS TYPE HORIZ. JOINT FL PE#71461
REINF. BETWEEN EVERY OTHER 10"d x 20% 2-STORY, w/(3)#4 OR (2)#5 CONT. 10%20"
COURSE. FILL CELLS SOLID. w/ 2-#5 CONT. �E ISIONS DATE
FOOTING W/ SHOWER RESESS GARAGE STEM WALL
STEMWALL FOOTING K-2
1\�-o 1 SCALE: 3/4" 1'-0" 1 (IF REQUIRED) .�01 (IF REQUIRED)
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSCCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIRCA'nONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED By LOU PONTIGO a
ARCH. ASSOCIATES MAY RESULT IN
ADDIT�ONPA'ENGINEERING OR
NE r
(4" MAX.) EQUAL TO SLAB E_TION FEES
THICKNESS.
78 @ SLAB RECESS
#3 BENT BARS @
18" O.C. W/ 2'-0"
T, Z
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER Is
AND ANCHORAGE PER -,, ACCEPTABLE WITHOUT
(WHEN STEP IS GREATER 0
CONSTRUCTION SPECS. THAN 20") A WALL FRAMING INCREASE OF FOOTING U
SIZE. Uj
WALL FRAMING
24" MAX STEP I SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE, 2-#5 CONT.
/SEE PLA
STEP, SEE ARCH. PLAN ON Uj
. . . GRADE, ELASTOMERIC SEALANT IN
SEE PLAN. SLAB ON GRADE,
SEE PLAN.
GRADE,
Do
SEE PLAN. LU
NOTES:
1) PROVIDE SAWCUTS FO CREATE
APPROXIMATE 16' X 16' MAX. SQ.
2) SAWCUT CONC. SLAB WITHIN 4 TO
x16" THICKENED 3
w/ 2-#5 CONT. 12 HOURS OF CONC. PLACEMENT. OPTIONAL 1-ST
2" FLAIR I � I OORY, w/(2)#5 CONT. 8"x16" _1 -STORY, w/(2)#5 CONT.
8%20" n cTnDv 0
2-STORY, w/(2)#5 CONT. z
8%16" 1, 2-STORY, w/(2)#5 CONT.
w/(2)#5 CONT. 7 Uj
NO. FOOTING AT STEP-DOWN I Ln
TALL MONO. FOOTING AT STEP-DOWN SAW CUTDETAIL 6'\ BEARING AT INTERIOR K7 MO
r4 �Z.�01 / D
\.�.01 SCALE: 3/4" 1'-0" \Z.�01 -LO, j
Uj
z
0 0
TYPIJAL WALL FRAMING 4- U
TYPICAL WALL FRAMING AN ANCHORAGE PER
IN SPECS.
AND ANCHORAGE PER 3 CONf TRUCTIO TYPICAL MONO-
CONSTRUCTION SPECS. MATCH DOOR /4 FOOTING NOTES,
WITH, SEE ARCH. RE E SLAB ON SEE DETAIL 8/S1.01.
GRADE,
SEE PLAN. SLAB ON MISIC
I SLAB ON PAVING
GRADE, GRADE,--
r BY BUILDER
SEE PLAN. CONCRETE STAND-OFF PAD TO 12"xl 1#5 CONT. SEE PLAN.. FMMING
WOOD POST DETAIL 10B
2� X 4 4 MATCH ARCHITECTURAL COLLMN
E.J.. 00
< Do 'ER PLAN I DETAILS
DIMS. FOR BOX COL. w, /P MATERIAL LIj
HAIRPINS AT EA. CORNER & #3 �PICAL ANCHORAGE I SLAB ON LU
Z \V I il 60 N 0
00 4 4 ALT. FOOTING AT X
CLOSED TIE AT PER CONST. SPECS. GRADE, 0
BRICK VENEER, ALT. FOOTING AT SEE PLAN. BUILDERS DISCRETION
PAVERS BY
SEE ARCH. BUILDERS DISCRETION. T/PAD = HOUSE .0— \��- 1. 44-
FINISH FLOOR Z—.5, OTHERS
ONS FROM
Do NOT SCALE D'MENS'
�#3 @ 48" O.C. OR THESE DRAWINGW.IF A DIMENSION IS
T UNCLEAR REFER TO THE
THICKE .0 4 0 ARCHITECTURAL DPAWIWGS OR.
ROD CHAIRS (TYP.) 1111 11. . .III. . . 4�
NED EDGE
-#5
w/ 1 CONT. DETAIL 10A CONTACT THE E.OR
12" 1-STORY, w/(2)#4 CONT. 3-#4 HOOfD
00 __1 111 1 24"
VERTICALS 8 C. PLAN NAME
16" 2-STORY, w/(2)#5 CONT. L
ISOLATED FOOTING, \-REINFORCING, CATALINA
—L\,-CONCRETE FOOTING 8"
6"x8" EXTENSION FOR BRICK (SEE PLAN) PLAN SEE SCHEDULE. DESIGN/DRAWN/CHECKED
ADD 1-#5 CONT. CS / RD /LAP
13RICK LEDGE DETAIL DATE
MONOLITHIC EDGE FOOTING PAD AT �BOX COLUMNS THICKENED SLAB �q ISOLATEP FOOTING UNDER MONOLITHIC EDGE 06.23.15
SCALE
r8 t
SCALE: 3/4" 1'-0" �-o 1 SCALE: 3/4" V-0" -�01 1\�.o 1 AS NOTED
LPA No.
TOLL-15-00271
CONTROL No.
SHEET
S1 ,01
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
-------- LINE DESIGNATES SIDE OF WALL THE F7MjFjd
SV- -3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES Bd COMMONS 0
Y D.C. EDGE & 60 D.C. *IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2�8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORTHEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND A s s o c I a t es, I IT c.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
lax. Beach, Florida 32250
SEE 3/S0.1 BEAM OR TRUSS. SEE PLAN Ph. 242-0908 Fax.241-9557
FOR BEAM CONN. ANCHOR LEGEND F L:CA#8344 SO CA#3579
PLACE 3)40
A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SOL1
(2)1.75xl4 1.9E LVL, C(2)2x6--1/2 C(2)M-1/1� (3)2x6 X .......m"Oftv"
-tt 10 ............
5x6 P.T. SYP#2 --tD
W' A307 DIAMETER FULL HEIGHT
SEE DETAIL 2/SO OSB WALL X5 THREADED ROD, SEE DETAIL 12/SOL1 FEN %
< _5 %
FAs rEN TOP OF r--SHEATHING SEE 3/S0.1
z WALL PER DETA L (0 A307 DIAMETER THREADED 71 6
N, X X 64
HEA3-ER-TE)- APKS FOR BEAM CONN. ROD TERMINATES AT FIRST FLOOR
3:: 00 5A/SC.1 0
c"! TOP PLATE. SEE DETAIL 12/SO.1
U) jrWI ',2)MSTA24. I (TYPICAL 6 PLACES) :2
CNI CNI A307 DIAMETER THREADED S
04 -011
I ROD TERMINATES AT FIRST FLOOR 0
00 TOP PLATE, SEE DETAIL 12/SO.I -ro. ............. .
F-----] I
0
TRU� S T41 NBOVE z UN4
SPF#2 SIMPSON HTT5 SEE DETAIL 15/SO.1
(2) ?-x6 - - 7 A
1 0
POST. z Christopher I Sabourin P E
FL PE#71461
04 3:: 00 SIMPSON DTT2Z SEE DETAIL15/SO.1
(A
m C14
;-j TRUSS FTGO6 ABOVE I K RE7SIONS DATE
LL > 00
CA -4- SIMPSON LTT20B SEE DETAI1-15/SO.1
I I
(3)
12* LONG LIGHT GAUGE STRAP
LC (2)2x6 PF#2 LSTA1 2 FASTEN TO TOP PLATE AND STUD
ir� �] /k�� +61. 1 WITH 5-10d COMMONS
POST.
X
-11 - k.� N WALL STUD SCHEDULE
cl� bi cq
>
0 LOCATION PLATE STUD SIZE
"`N'� 3TRAP HEADER C14 HEIGHT & SPACING
(2)2X6 SPF#2 CO 11�
A\ :)ER DETAIL 7/S0.1. (2)2x6 SPF#2 POST. POST. < 04 EXTERIOR 2x4 SPF#2 0 16" D.C. FIELD ALTERATION
STRAP THIS END OF I I I MAX
i 00
BEAM w/ (2)M� TA24. :2 X EXTERIOR 1o`-1 2x6 SPF#2 0 16' D.C. 2L CONTRACTOR SHALL CONTACT LOU
GO )2x6 POST DIRECTLY X MAX 2x4 SPF#2 0 12" O.C, PONTIGO a ASSOCIATES PRIOR TO
-13 C14 MAKING ANY STRUCTURAL FIELD
C14 1 0'-1 To 24 SPF#2 0 16* D.C. MODIFICATIONS WHICH MAY VARY
HEA JACKS BELOW POST ABOVE. (3)2x6 EXTERIOR FROM THE INTENT OF THE ORIGINAL
EN
rwl (2)MSTA24. OST 10'-0" CONSTRUCTION DOCUMENTS.ANY
INTERIOR 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PRIOR TO
MAX BEING APPROVED BY LOU PONTIGO a
I I - 6* D.C. m
BEAM BM2 ABOVE FRUSS FTGO ABO E MAX 2x4 SPFJ2 0 12" D.C. ADDITIONAL ENGINEERING OR
INTERIOR
TRUSS T49 ABOVE MUD Nolm, INSPECTON FEES.
(3)2x6, SPF#2 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
z 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
6x6 P.T. SYP#2 POST. �13 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
SEE DETAIL 2/S0.1. < L co ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
LLI z
>I F -
L4 11 YELLOW FINE
0 )0 y N NN,_SEE DETAIL
(1)1.75xl4 1.9E LVL 11"'
m /A -1 (3)2, 6 POST DIRECTLY BELOW (2)2x6 F ST DIRECTL 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES, LD
< I
X BELOW POST ABOVE. _J 3/SO.2
rc,41 CNI > 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
I RO' T ABOVE. PROVIDE SOLID -J LU TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
n <�- CNI VPROVIDE SOLID Y)
I C BLOCKING WITHIN FLOOR LLJ MINIMUM. SEE 3/SO.O FOR ADDMONAL ANCHORS AT
1 :2 0 BLOCKIN 3 WI FHIN 0) LLJ SHEARWALLS
00 SYSTEM.
X Aj
FLOOR E YSTE M.
LU C)
LO
cy; q COMBINED USE PANEL NOTES
X <
6x6 SYP#2 POST W/ABU66.
DO LO Of
E011 (2)2x6 SPF#2 1. EXTERIOR WALL SHEATHING SHALL BE
POST. 0 SEE DETAIL 1/SO.2. SIM. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
(3)2x6 SPF#2 BEAM BM4 ABOVE N TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING Uj
NON STRUCTURAL---- SPLICE LOCATIONS FOR MULTI STORY CONDMONS LU
POS Eq U
zz BRACKET BY BUILDER. 2. SEE SHEET SO.0 FOR WALL SHEATHING z
!;P1 IN N I --n 4� TRUSS FTG03 ABOVE SN SPECIFICATIONS.
:;C- 3. UPPER MOST TOP PLATE SUPPORTING
MOM z 8 AN L. I <
+61 ROOF
6x6 SYP#2 I MEMBERS SHALL BE STRAPPED AS SHOWN IN
3. > DETAIL 1/SO.O
SP F
PC
ST
L
m
2
1
2 x6
)ST
ILI:
AN
CNI
FASTEN TOP OF Posi W/ABU66. �.6x6 SYP#2 POST W/ABU66.� z
+7 11 WALL PER DETAIL SEE DETAIL 1/SO.2. SIM. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
%:" <
STRAP HEADER Uj 3/SO.O
�So lt 5E/S0.1
PER DETAIL 7/S0.1. SB 4 LL-1-1� 4,Al rp/ < Uj
SHEAT I qC--= L-i LO
CD N
< GENERAL NOTES V)
X
TRELLIS MEMBERS in 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
< 6x6 SYP#2 POST W/ABU66.
PER ARCH. FASTEN -A N TOP OF WALL SEE DETAIL 1/SO.2. SIM. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
DE IL 5/S0.1. 6x6 SYP#2 SIZES AND SPACING. AT GIRDERS AND BEAMS,
w/ SDWC15600 SCREWS. Posi W/613 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
PLIES.
2. W C, 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
N- k, NON STRUCTURAL
TRUSS FTG04 ABOVE SHEATHING SPECIFICATIONS.
0
C14 BRACKET BY BUILDER.
> 3. WHERE FRAMING MEMBERS CONSIST OF MULT1P1-E
C11 X PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
w N 1,
OSB WALL--� 6x6 SYP#
STRUCTURAL BRACKET TO SUPPORT TRELLIS STRAP HEADER CNI 1, 2 POST W/ABU66 TOGETHER PER DETAIL 6/SO.O
SHEATHING uj
3�f Lj 0,
MEMBERS. SHEATH WALLS F PER DETAIL 7/S0.1. I I X SEE DETAIL 1/SO.2. SIM. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
A I
0 --. Li to
BRACKET INSTALLATION. SEE DETAIL 3/SO.O
(2) TOTAL. z As N TOP OF WALL C-4
5 - 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0
DER[DEFAIL 5/S0.1. Of
E - ATTACHMENT PER DETAIL 5/SO.1
X
z
00 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
N TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
Lf)
NONSTRUCTURAL
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FR
BRACKET BY BUILDER. AND HOLD DOWNS AMING
fjsS�! DC1
(2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/I (2)2x6-2/1 CS-18 STRAPPING DETAIL
MTS1 2 (2)2x6 POST DIRECTLY BELOW (2)2x6 POST DIRECTLY BELOW 6x6SYP#2 SEE DETAIL CS18 STRAP w/ 10"
STRAP @ -10d POST ABOVE. PROVIDE SOLID POST ABOVE. PROVIDE SOLID POST W/, 3/SO.2. END LENGTH. FASTEN IST FLOOR
32" O.C. COMMONS. BLOCKING WITHIN FLOOR BLOCKING WITHIN FLOOR ��IS END W/ 9-10d. 0 A
SYSTEM. SYSTEM. RNMING
ILL FRAMING
CNIFFL-L �51 UUt) WALL SHEATHING PLAN
0 16"O.C, NAIL TO CONTINUOUS. \.NO NAILS REQUIRED
ADJACENT STUD FLOOR IN CLEAR SPAN
w/3-10d COMMONS TRUSSES
OR JOIST. 00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. F A DIMENSION IS
IF
UNCLEAR REFER TO THE
WALL SHEATHING 2-ROWS OF 16d WALL FRAMING ARCHITECTURAL DRAWINGS OR
z CONTACT THE E.O.R.
@ 9" D.C.
2x4xl8" LONG ADJACENT CS18 STRAP wl 10" PLAN NAME
2-ROWS OF SIMPSON END LENGTH. FASTEN
TO STUD. FASTEN TO HEADER 15600 SDWC SCREWS THIS END w/ 9-10d. CATALINA 77�
WITH 3-3/16"x4" LAG SCREWS. "'N @ 12" O.C. STAGGERED. FIRST LEVEL WALL FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED
\ CS / RD /LAP
2X1D SYP#2 SCALE: 1/4" V-O" ALL EXTERIOR WALL 48" D.C. DATE
PLATE SIMPSON LSTA12 UNLESS OTHER NOTED
06.23.15
FLAT STRAP @ 48"o.c SHE RWALLS SCALE
S OR WALL SHEATHING- (SW dO3"/6") 24" O.C. ASNOTED
10d COMMON CONNECTING BUCK AND PLATE LPANo.
6"O.0 1 SOL� PLT 0 WHEN NOTED ON PLAN
SEE NOTE 2 TOLL-15-00271
ri--�WOOD FRAMED HEAD ABOVE SLIDING GLASS CONTROL No.
IN
,;TALL SOLE PLATE ANCHORS PER DETAIL
3 11 0.0 S H E ET
2, AN-HOR SPACING SHALL BE AS NOTED. FOR
EXXMPLE - SOLE PLT 0 36- 36-
ON�CENTER SPACING SIA
SHEET6 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION. Ell
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPUFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET Ma.
4. WHEN USING (2)H2.5T CUPS ON 11/," WAGE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
RAF-MR TAILS, SEE FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
DErAIL 8/SO.2 (TYPICAL) Ph. 242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
PORCH CEILING
SEE 2 SOA -
..............
--- -- - - - - - - - - - - -
0/ cc cc cc cc
C C 3 C: %
U U u
T,
r8
2
"�SO.2,Y
SO.1
. . . . . . . . . .. . . . . . . . . . . . . . ..
PORCH CEILING T41 DIRECTLY TOP PLATE TO
SEE 2/S0.1_ H I Z:,It) HT51 6-// T35 SDWC15600 STUD SDWC15600
PORCH CEILING RAFTER TAILS, SEE Ch ristopher I Sa bou Tin P E
T42 DETAIL 8/SO.2 (TYPICAL) FL PE#71461
PANE ER 5E/SO.1 SEE 2/SD.1 T35
�z TPZLISS TIE DOWN WITH SIMPSON SDWC
I=Tr�1719 I K��ISIONS� DATE
T35
_--T4-M
=IF Rafter to Top Plate shown
T36 Truss to Top Plate similar
T Opti
- - - - - - - T45
;0 71461
A OF
OF
44 TUDW:D:1RECS:S:Yj NA��
LO T U
E: :R Top PSATE To
SDWC15600 STUD DWC 15C
42
43
T0 I Or Er
7"7
"a //T38 30'
1771 T46
SHEATH UPPER
WALL THRU LOW__�' FTO 0) FIELD ALTERATION
- _ - - - - - - ROOF TO BEAM.---'�— .T47 TH 6 f2 CONTRACTOR SHALL CONTACT LOU
LL PONTIGO a ASSOCIATES PRIOR TO
HTS16 M MAKING ANY STRUCTURAL FIELD
0 Y2"MOX MODI CATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
ZZ, (2)MSTA24=THD2 HTS1 6 CONSTRUCTION DOCUMENTS.ANY
7 BM TSTRAPS FIELD ALTERNATIONS MADE PRIOR TO
/I BEING APPROVED By LOU PONTIGO a
(2)HTS1 1�Q26 Aq DWC15600 TOP PLATE TO
RAFTER TAILS, SEE,/— T ...... STUD SDWC15600 ADDMONAL E\IGINEERI NO OR
DETAIL 8/SO.2 (TYPICAL) 77 9 26 1 ID26 : . . .
T50A 1. Sloped–roof rafters may be sl d up to and including
a 12:12 pitch and must be birdsmouth cut.
�4 ELI TH1026 IIHD26A FTOS 1=0 2. Reference detail 4 for installation instruefions.
T50B
I HD26 SIMPSON SDWC INSTALLATION RANGE
3 THD26 FTO6
THD26 I D26 FT06 F05 c%I Ljl!�ii
\ro\ C) M ce) M C" C11 Cn cl:
PiO%is T U9 0 a C C C C
f- .1 — U_ U. U. LL LL LL LU
THID261 0 1 D26 FTOl LL EJ1
SO.2
THD26 I D 29, tillu
T5UI_ FTG07 r—--n ki F: F Uj
fnnl ARQX1F1 OSB BLOCKING IRMA
(2)HTS16 ..(I " , u LU
c THD26 / /4* 5� §' , — FTG03
11 PANEL PER� T z
=J 11
5E/SO.1--3\
I V cc FT04
8 JT06 Ll �(4)HTS`16
(DO2 ABOVE) FTO
SO.2 I OSB BLOCKIN IRECT z
T62 PANEL PE SDWC15600
Q02 ABOVE) THD FT04 5E/SO.1 LU
PROVIDE (2)2x4 BLOCKING
6 FT04 Jl� Reference detail 2a for installation angle limit
V)
DIRECTLY BELOW PONY H TS 1 6\/ In I
DOIABOVE) �;� 5�
WALL. FASTEN BLOCKING TO r12 SDWC INSTALLATION
F09
TRUSS w/ 4-10D TOENAILS. T54 I \kSO27
FT04
T55 0 Rafter to Top Plate shown
2x8 SYP#2 LEDGER. FASTEN OSB BLOCKING F09 < C)
11 FIG4 ED (Truss to Top Plate similar)
wl 7-8d COMMONS @ 24 JuS24 PANEL PER FTG04 Uj
�T56 O.C. INSTALLED OVER- 5E/SO.1 F10
0 0 Z
SHEATHING. FT04 0 \-(4)HTS16
11 V 9,11 11
F10 FT04 UZI – N w�
to IS RESPONSIBILITY ELOW TRUSS
I= I
T56 JUS24 OF BUILDER.
lid FT04
T56 F10
Do not install SDWC in
It FT04 hatched area
Z\ It V I JUS24 0 0
T56 F10 FT04 SDWC15600
SB BLOCKING U
F9 If It 11 If JU§Od FT04 =POANEL PER
Ov MIN
T57 I If i III I I i It 101 5E 1/2
e Ong . 1
RAFTER TAILS, SEE FT04 /SO.1 2 MAX
I/ Z /I A Z X Awdgo=� 11 111 1
DETAIL 8/SO.2 (TYPICAL) _�j / 91
T58 FC41FO2 FTGOS
�\_(4)HTS`16 SDWC INSTALLATION RANGE
SOA
FLOOR AND
Floor Truss Connector List Roof Truss Connector List BEAM SCHEDULE
Manuf Product Qty Manuf Product Plotil) Length Product Plies ROOF TRUSS
Qty TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
Truss
USP MSH422 2 LISP JUS24 5 BM1 8-00-00 LVL 2.OE 1 3/4 x 16" 2 Rafter or
V minimum edge PLACEMENT
STRAP TRUSSES AND ROOF RAFTERS TO BEARING distance for full
USP THD26 3 USP THD26 42 BM2 12-00-00 LVL ,!.OE 13/4 X 16 2 WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 values (with or Splice may be in upper or PLAN
ithout a plate
If wi lower plate
USP THD26-2 1 USP THDH26-2 1 BM3 20-00-00 LVL 2.OE 13/4 x 16" 2 F1- SCREW UNLESS OTHERWISE NOTED splice)
USP THD46 8 USP THD28 1 BM4 24-00-00 LVL 2.OE 1 3/411 x 16" 2
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
USP THD48 1
UNCLEAR REFER TO THE
X" from top plate ARCHITECTURAL DRAWINGS OR
splice Offset
for full values STUD NOT DIRECTLI
EEL(V TRL PLAN NAME
r CATALINA
FLOOR AND ROOF TRUSS PLACEM NT PLAN DES[GN/DRAWN/CHECKED
CS / RD /LAP
SCALE: N.T.S.
DATE
SDWC AT TOP PLATE SPLICE 06.23.15
NOTE: SCALE
1. FASTEN ROOF TRUSS TO TOP PLATE wl 2-12d TOENAILS AND
AS NOTED
UPLIFT CONNECTOR, SEE PLAN.
EPA No.
TOLL-15-00271
CONTROL No.
SHEET
S12
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
--------- LINE DESIGNATES SIDE OF WALL THE
SW. 316 SHEARWALL SHEATHING TO BE APPLIED.
Bd 0 j DESIGNATES 8d COMMONS 0
S' D.C. EDGE & 6" O.C. *IN THE
FIELD*
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED min
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
lax. 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
THREADED ROD, SEE DETAIL 12/SO.1
W' A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/30.1 ��.VWENS
%
A307 DIAMETER THREADED o, 1461
ROD TERMINATES AT FIRST FLOOR
TOP PLATE. SEE DETAIL 12/SO.1
OF
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR A,
TOP PLATE, SEE DETAIL 12/SO.1
�C
NAI.-,
A SIMPSON HTT5 SEE DETAIL I5/SO.I -00
Ch ri stopher I S a bou ri n P E
CS18 @ BASE CS1 @ BASE FL PE#71461
OF STUDS. OF TUDS. SIMPSON DTT2Z SEE DETAILI5/SO.I
r �ISIONS DATE
SIMPSON LTT20B SEE DETAI1-15/SO.I
12* LONG LIGHT GAUGE STRAP
CS18 @ BASE X LSTA1 2 FASTEN TO TOP PLATE AND STUD
NTH 5-10d COMMONS
OF STUDS. Cq
WALL STUD SCHEDULE
LLI I
0 a- c� /S1 8 c� PLATE STUD SIZE
0
F
(g)
S
B
T
ASE CS1 @
OF TUD�
-7 OSB SHEATHING
W 00
TR W V) LOCATION
X HEIGHT & SPACING
3: 0 U) V)
C 1�1 EXTERIOR
) Cn 2x4 SPF#2 0 16" O�C. FIELD ALTERATION
SB SHEATHING -1 18 S (0 MAX
S (3)2x6 SPF#2 POST. CS1 8 @ BASE Z" 1--
RU LOWER ROOF STIR 0 TU S 2x6 SPF#2 0 16' D.C. 2[ CONTRACTOR SHALL CONTACT LOU
To T S S LOW OW P WALL TO EEA CO STRAP TO POST OF STUDS. 1 0 -j EXTERIOR MAX 2X4 SPF#2 0 12' D.C. PONTIGO a ASSOCIATES PRIOR TO
TO TRUSS BELOW. BELOW DETAIL 4 0.2. <0 < MAKING ANY STRUCTURAL FIELD
< X 0'-1 TO MODIFICATIONS WHICH MAY VARY
BELOW w/2-CE18. Sp EXTERIOR 2x6 SPF#2 0 16" D.C.
Ln (3)2x6 SPF#2 C14
_j LLJ 4!-0* FROM THE INTENT OF THE ORIGINAL
P 0 ST. C-4 1o'-0" CONSTRUCTION DOCUMENTS.ANY
-------\-\\- POST. I < INTERIOR 2x4 SPF#2 0 16- D.C. FIELD ALTERNATIONS MADE PRIOR TO
I Of I MAX I BY LOU PONT150 a
91�VUSS T26 ABOVE LLI 12'-0* 2x6 SPF#2 @ 16" O.C� gL ASSOCIATES MAY;ZESULT IN
X
2? SPFA2 < 3�:
(3)2x6 SPF#2 POST. ft� CS18 @ BASE sma NOTM
F- 0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
STRAP TO POST u) -,'j OF STUDS.
BELOW w/2-CS1 L.J��
> 8. L Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
109 Do X ARCHITECTURAL REQUIREMENTS.
(N
TRUSS T24 ABOVE
c� ( (2)2x6-1,L1 U,) 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTESSOUTHERN
(2)2x6 SPF#2 V) (n '(ELLOW PINE.
P
OST. (0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
< F-
LLJ (0 -j U
m X 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
C4 < TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16- D.C. V)
F- MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
C14
I SHEARWALLS LU
CS1 11 BASE
_j LLJ < Of
OF TUDS. NOTES LU
<�. �:: w COMBINED USE PANEL
bi 6x6 SYP#2 P.T. POST. co
X STRAP ALL POSTS THIS < 1. EXTERIOR WALL SHEATHING SHALL BE
a- N
\ I I I X 0 STRAP TO TRUSS BELOW CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
N VQL TO BEAM/POST C14 F- _j TOP PLATE. SEE DETAIL 1/30.1 FOR SHEATHING
I
w/2-HTS20 STRAPS.
LLI SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
BE M w/2-CS16 U.O.N Uj
> > m (TYPICAL 3 PLACES)
TR 0 11 IN 2. SEE SHEET SO.0 FOR WALL SHEATHING U
VE
L(
'ESE
m 14M Im 7 z
N < SPECIFICATIONS.
to CS18 BOTTOM OF STUD 3. UPPER MOST TOP PLATE SUPPORTING ROOF
WH%"I L
F- T�CTED. SEE DETAI MEMBERS SHALL BE STRAPPED AS SHOWN IN
jo AT 8 TT M RIGHT OF PACE. CS18 @ BASE DETAIL 1/SO.O 0 In
U) z
U) OF STUDS.
:w) 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
Of X 3/SO,O Uj
X
C14 GENERAL NOTES
T I
C'4 (j) 0
1. SEE DETAIL 2/SOL0 FOR WALL FRAMING DETAIL.
Of UD SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
I r F- SIZES AND SPACING. AT GIRDERS AND BEAMS,
FASTE TOP OF 0 < Z PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
STRAP WALL TO TRUSS 1 1-- PLIES.
BELOW PER DETAIL!6/SO.2. -j 0 < Uj
5B/S0.1 -j z 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
ch SHEATHING SPECIFICATIONS. 0 z
Lij 3: 00
0- V) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
-J ��o 1 0- 1---
:�-c co < 3: PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
z X 0� 0 0 TOGETHER PER DETAIL 6/SO.O
-0 CS18 @ BASE F--
00 V) LLJ X
OFSTUDS. m 04 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
I 3/SO.O
c%4
CS18 0 BASE I I
1Z, 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0
OF STUDS. (30 1 ATTACHMENT PER DETAIL 5/SO.1
OSB SHEATHING I I
THRU LOWER ROOF-, OF STUDS. X U
TO WALL BELOW. cli 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
0 8 cli TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
(2)2
:$SEE
F(2)2x8-2/2� f(2)2x6-1/1� (2)2x6-2/1� x 1�0 CS-18 STRAPPING DETAIL
(2) �xIS 4SPF#2 (2)2x6 SPF#2 3/SO.1 FOR BEAM
2 1
POST. POST. CONN. (TYPICAL 2 PLACES) CS18 STRAP w/ 10"
END LENGTH. FASTEN 2nd FLOOR
J�HIS END W/ 9-10d.
1) A
FRAMING
WALL FRAMING
z
PLAN
\-NO NAILS REOURED
FLOOR IN CLEAR SPAN
TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
WALL FRAMING ARCHITECTURAL DRAWINGS OR
\'--Lo��
STRAP w/ 10" PLAN NAME
CS1 8
4END LENGTH. FASTEN
THIS END w/ 9-10d. CATALINA
DESIGN/DRAWN/CHECKED
SECOND LEVEL WALL FRAMI CS / RD /LAP
SCALE: 1/4" 1'-0- DATE
06.23.15
SCALE
ASNOTED
LPA No.
TOLL-15-00271
CONTROL No.
SHEET
S13
SHEET 8 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET E
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDW
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET Sga
4. WHEN USING (2)H2.5T CLIPS ON 1'/,' WIDE LUMBER, PLACE
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH 01HE
TRUSS
FASTENING QETAIL�
RAFTER ILS, SEE STUD DIRECTLY TOP P
IBELOW TRUSS
DETAIL 8/SO (TYPICAL) SDWC15600 STUD
TRUSS TIE DOWN WITH SIMPSOI
5 ----
ZZI/ RIV/1 I,/K Z11/z/ Rafter to Top Plate shown
SO.0 Truss to Top Plate similar
C-4 a cc 11
Optimal 22V
Cq 04 P I ?!
E
10. 0'
30'
E
STUD=DIRECTSLY
OW T US
8=EL R Top
SDWC15600 STUDP
E r5
E '%kSO.O/
ISTUD DIRECTLY11
BE '�-Mox
HTS1
t X LE SDWC15600- TOP PLATE I
T26
EJ07 FK� H Note: 1. Sloped—roof rafters may be sloped up to and includir
T25 a 12:12 pitch and must be 'birdsmouth" cut.
HTS16 2. Reference detail 4 for installation instructions.
42�2\[j
9--T-24 SIMPSON SDWC INSTALLATION
ILL
-E-JU7—
EJ07
z
07 \kSO.O'V
EJO6 NIVI,
JS2
0.
EJ06
Ll
�HJ_6L
I EJ07 111 -1 THD26 T22
UU1
JOJ�
STUD NOT DIRICT9
I EJ071 11BELOW TRUSS
SDWC15600
1 no'l E
J07
\z Note: Reference detail 2a for installation angle limit
�T' D02
2x4 SPF#2 WALL @ 16" O.C.
SDWC INSTALLATION
U D NOT DIRECTL
ELOW TRUSS
SDWC15600
STRAP DOUBLE TOP PLATE TO
Z= �,_PORCH CEILING
EACH RAFTER w/1-H2.5T.- SEE 2/S0.1
STRAP BOTTOM PLATE TO Rafter to Top Plate shown
BLOCKING w/ MTS12 32" D.C. IN I (rruss to Top Plate similar)
so.1
STL
Do not ins
hatched or
wffizz
I-- QD L0 co
0) CD In 00
MAx
�Overhong -1 1/2' MIN
2
T1 r I SDWIC INSTALLATION RANGE
'A gy,' 111V V/ AIY,'
HTS16-/
RAFTER TAILS, SEE
DETAIL 8/S0.2 (TYPICAL)
TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Tr
V minimum edge
distance for full
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 values (With or Splice ma)
without a plate lower plate
SCREW UNLESS OTHERWISE NOTED splice)
W from top plate
splice Offset
for full values
ROOF TRUSS PLACEMENT PLAN
SCALE: N.T. 3.
SDWC AT TOP PLATE SPLICE
NOTE:
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND
UPLIFT CONI' ECTOR, SEE PLAN.
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWI
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SQa
4. WHEN USING (2)H2.5T CLIPS ON 1'/,' WIDE LUMBER, PLACE
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHE
TRUSS
FASTENING QETAIL�
STUD DIRECTLY
OW=
RAFTER ILS, SEE T USS TOP P
EBELOW TRUSS
DETAIL 8/SO (TYPICAL). SDWC15600 STUD
TRUSS TIE DOWN WITH SIMPSOr
5
ZIl Vl' //If Z,11' HAd-=A Y ZZAI U-,/ Rafter to Top Plate shown
SO.0 Truss to Top Plate similar
C14 Optimal 22V
C" '01
C" E
f2
10. 0'
30'
E
E r5
E '%kSO.O/
STUD DIRECTLY
BELOW TRUSS '�"Mox
E
/tr./ STUD SDWC1
HTS1 S V, 8 SDWC1560 TOP PLATE 1
T26 h77
EJQ7 H 1. Sloped—roof rafters may be sloped up to and includir
H TS 16 a 12:12 pitch and must be 'birdsmouth" cut.
2. Reference detail 4 for installation instructions.
426 2\[4 7
I Z14
SIMPSON SDWC INS
-E-JU7—
EJ07
r5
\�SO.0)/
EJ-07
E JS2
( 0.
EJQA
THD26 T29
I EJ07 III
UU1
0 ()
STUD NOT DIR!ECTLI
I I D02 OW LISS
11BELOW TRUSS
EJ07
EJ071 SDWC15600
EJ071-VSO.2) Note: Reference detail 2a for installation angle limit
�D02
"Z
2X4 SPF#2 WALL @ 16" O.C.
SDWC INSTALLATION
TE TO PORCH CEILING
STRAP DOUBLE TOP PLA
EACH RAFTER w/1-H2_.,., 1.- �_SEE 2/S0.1
STRAP BOTTOM PLATE TO Rafter to Top Plate shown
BLOCKING w/ MTS12 32" D.C. (rruss to Top Plate similar)
r2
SO.1
STL
BEL
Do not insl
hatched an
SDWC156
0 00 1-- (D L0 co
LO q;r
Overlong 1 1/2' MIN
2" MAX
To 0
"Z VZA ZZZ 1 4�z ZAIr /7
r I SDWC INSTALLATION RANGE
HTS16-/
RAFTER TAILS, SEE
DETAIL 8/SO.2 (TYPICAL)
TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES ,,,—Rafter or Tn
V minimum edge
distance for full
1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 values (With or Splice may
without a plate lower plate
SCREW UNLESS OTHERWISE NOTED splice)
W from top plate
splice Offset
for full values
ROOF TRUSS PLACEMENT PLAN
SCALE: N.T. 3.
SDWC AT TOP PLATE SPLICE
NOTE:
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND
UPLIFT CONI' ECTOR, SEE PLAN.