1674 MARITIME OAK DR - STRUCTURAL DRAWINGS TYPICAL HEADER-N&Uba- TYPICAL DOU WNDOW SILL SCHEDULE
DESIGN SPECIFICATIONS USP CONNECTORS O.131X3" TOE NAILS TYPICAL TOP PLATE NAILINGD PLATE S U ROUGH DROPPED HEAD MINIMUM END
r TYPICAL STUD NAILING-, 2X6, 2x8 (5) NAILS 4.'-0" MIN. SPLCE LEN TH OPENING OR SILL PLATES FASTENER EACH END
COMPONENTS & CLADDING GARAGE DOOR UPLIFT 2x1O, 2x12 (7) NAILS FASTEN ALL TOP PLATES N1 (16) 0.131x5" NAILS -
DESIGN CODE: CONNECTOR FASTENERS FL# CODE 0.1310" END NAILS: 9" LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS RPArF`6 4 4'-4- (1)2x4 SPF #2 (4)12d TOE NAILS
2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) SYP SPF (2) 0 2x4, 14- LVL, 16" LVIL (9) NAILS OF .1310 0 12" O.C. STAGGERED. I
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. INTERIOR EDGE STRIP (PSF): 1 CAR (3) 0 2x6. 6*-4* (2)2X4 SPF #2 (5)12d TOE NAILS
TRIBUTARY I GARAGE +22.9 USP A35 450 450 T9)10dxl'/2" (4) 0 2x8. #2 �C 8*-4* (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) a' = 4'-6" DOOR 4 12'-0"1 (3)2x6 SYP #2
DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x7') - P RT7 495 (5)8d EA. END SYP#2 DBL HEADER, 4'-0' (1)A35 + (4)12d TOE NAILS.
FLOOR 2 CAR USP RT8A 775 650 (5)10dX1'/2." Em. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, i6*MAX. TOP PLATE. PER PLAN.
RQQE 28.8 us 585 F F Sy-P
+22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)10dX11/2" Em. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS.
ROOF LOADING (cd=1.25) (cd=1.00) 50 1
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR 23.9 USP HTW20 1450 1245 (12)10dx1'/," EA. END ALL WALL STUDS.. Lou Ponti8o and
TOP CHORD DEAD LOAD 7 psf (AR - SEE 5/SO. :# RAISED ARCHED TRANSOM OPTIOND Associates, Inc.
CH SHINGLES) 10 psf 100 .8 -26.6 (1 6'x7') USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 0' 2x-BLOCKING ONLY r
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf D). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL. HEADER 2x SPF DIAGONAL BLOCKING
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (AS USP MSTA36 2065 2065 (13)10d EA. END FASTENED w/ 3-0.131*0" 420 Osceola Avenue
BOTTOM CHORD DEAD LOAD 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY DROPPED
5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS208 1105 1105 '/,"0 ROD TO I-TG. 3. USE SYP#2 FOR ALL HEADER EA. END TYPICAL. Jax. Beach, Florida 32250
DEFLEC'nON CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO HEA)ER HEADERS SHEATHING MAY EXTEND 2"
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 PAST BLOCKING- WINDOW Ph.242-0908 Fax.241-9557
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/1"'0 ROD TO --TG. 4. ALL WALLS SHALL BE ATTACHMENTS MUST FL:CA# 8344 SC:CA#3579
0.75" MAX ANY CASE -------- ARCHED SYP#2 HEADER,
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/,,"0 ROD TO FTG. BALLOON FRAMED FULL TRANSOM PER PLANS. ANCHOR INTO 2x MATERIAL.
USP PAU44 2535 5/."0 ROD W/ (12)16d HEIGHT TO ROOF DR FLOOR L FASTEN LOWER STUD OPTION JACK AND
WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. BEARING ELEVATION, U.O.N. ON PERMANENT TRUSa TO TALLER STUD w/ SEE RIGHT. KING STUDS,
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP PAU66 2535 5/e"O ROD W/ (12)16d PLAN. BRACING BY OTHER. 2-ROWS OF 10d COMS-'----__,. SEE PLAN. ..........
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. 0 12" O.C. WINDOW SILL SEE "'Woo
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 (5)/4"X2-/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF SCHEDULE FOR m
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 SILL SIZE AND AT TWO STORY CONDITIONS, 1j
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED NO
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE CONNECTION WINDOW SILL SEE PROVIDE SOLID BLOCKING -i F� Q,,
"y v,
BY 0.75 WHEN COMBINED W/ DEAD LOAD. SIMPSON CONNECTORS �.*.*
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/lOd MASONRY CUT NAILS 0 TYPICALLY V' FULL PLATE NAILINr, EACH END. SCHEDULE. WITHIN FLOOR SYSTEM AT ALL
---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS:
BASIC WIND SPEED (ASCE 7-10) UPPER LEVEL POSTS & JACK C
a UPLIFT FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O.C. (3) 0 2x4, No.71 6
------- 1.00 44- STUDS.
IMPORTANCE FACTOR ------- " �k- CONNECTOR FASTENERS FL# CODE JANCHORS AT SHEARWALLS (4) 0 2x6,
4 SYP SPF -1 * . : *
---------------- 25.0 FT 11 la SDWC15600 SCREW
(5) 0 2x8.
MEAN ROOF HEIGHT
ROOF PITCH ------------------- 5/12 A35 450 450 12-8dxl'/2" 10446.4 BLOCKING ONLY REQUIRED SEE 8/SO.O. STATE
- 11 EA. END 11478.3 AT SHEARWALLS AND-\ PT. SYP#2 � 11 A%
BUILDING CATEGORY --------------- H2.5T 600 520 5-8d INTERIOR BEARINILWALL::--- SOLE PLATE. .4/
C k4 DENOTES EDGE STRIP. STUCCO FINISH.
EXPOSURE CATEGORY -------------- HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FOR S D SIZE A A I Al I
r SEE C & C CHART N A IN
ENCLOSURE CLASSIFICATION ------------ENCLOSED AND D.C. S:ACING.
MTS12 860 7-10dxl'/2" EA. END 10456.3
ABOVE FOR V DIMEN 1000 WALL SHEATHING 4?
---------- ± .18 4
HTS20 1450 1245 24-10dxl'/2" EA END 13872.3 \-SEE DETAIL 1/SO.1 Fit n 1001%
INTERNAL PRESSURE COEFFICIENT 4
to CONTINUOUS SL �CKING . . .1 " , . l I -FOUNDATION, SEE PLAN
WITHIN FLOOR SYSTEM FOR SPLICING 12-
MSTA24 1765 1270 9-10d EA. END 13872.4 16d COMMONS OPTIONS. 11/2 Christopher J Sabourin PE
MATERIAL SPECIFICATIONS -1-f�a 2050 1870 13-10d EA. END 13872.8 WHERE POST IS QOVE. Dal, 0. WALL FRAMING AT WALL FRAMING AT MAX.- -�IN \-SOLE PLATE ANCHORP FL� PE#71461
MSTA36 FLOOR SHEATHING r- FROM SOLE SEE SCHEDULE
PLATE CHANGE CONDITION RAISED HEADER CONDI TION
HARDWARE AND ANCHORS: HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 Bd 0 3" SEE SPECIFICA-no+ BUILDER MAY CHOOSE EITHER THE DROPPED PLATE BREAK
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 1-5/."0 ROD TO FTG. 1HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT Ile �ISIONS DATE
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM 11496.2 DROPPED HEADER CONDITION
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). E OF SERVICE HTT5 5250 4670 F------- TYPICAL WALL FRAMING
SCOP 1-5/a"O ROD TO FTG. t-2
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. I - I
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS@ LUS28 930 780 10655.113 \.�-O
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST SOLE PLATE ANCHOR
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOI ES SHALL BE '/4* FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER -j Q& HOLD DOWN.
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 3x3xY4" SLOTTED
LARGER THAN REBAR SIX AND I/." LARGER THAN THREADED ROD SIZE. 6-16d TO JOIST 2 DBL. SEE 1 WASHER PUSHED
I -�SEE 5/SO 0.
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF S #2 /SO.1.-/
(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT /-TO OUTSIDE BUTT JOINT
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44- 2200 5/."o ROD EPDXIED 6" MIN 10849.6 TOP PLATE. 3x3xY4" SLOTTED FACE OF WALL.
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/,"0 ROD EPDXIED 6" MIN 10849.6 BLOCKING ONLY REQUIRED 2 - I
WASHER PUSHED
EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBunESm SET N/A N/A SIMPSON EPDXY--TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING TO OUTSIDE
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE STUCCO FINISH. SEE DETAIL 1/SO.1 FACE OF WALL. Ati A FIELD ALTERAIION
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 1675 1675 10-16d TO STUE/BEAM/POST 11496.3 /-FOR SPLICING /-RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT208
HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1 1-/,"0 ROD TO FTG. OPTIONS. BOUNDARY F SEE GENERAL NOTES. PONTIGO 8t ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER 1 12" SHEATHI G. MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 1695 10-10d 13872.5 FULL HEIGHT THREADED ROD PT. SYP#2 MODIFICATIONS WHICH MAY VARY
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY MAX. MIN, FROM THE INTENT OF THE ORIGINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi CAL OR ELECTRICAL SYSTEM. CS16 1170 11705 13-8d 10852.1 SHEATHING EPDXIED 4" OR )�"OW SILL PLATE. EXAMPLE OF P NEL CONSTRUCTION DOCUMENTS.ANY
ARCHITECTURAL, MECHANI TO BE SIMPSON TITEN HD. EDGE w/ BLO KING FIELD ALTERNATIONS MADE PRIOR TO
CONTINUOUS� -INTERIOR BEARNG SOLE PLATE BREAK WHERE REQUIRE BY 13EING APPROVED BY LOU PONTIGGO a
GENE El A L NOTES El CONSTRUCTION SPECIFICATIONS TO UPPER .��� I I GENERAL N TES. ASSOCIATES MAY RESULT IN
TOP PLATE. STUD SIZE SEC11ON VIIEW ADDITIONAL ENGINEERING OR
AND O.C. SPACING.
. r-\ . . . . .. . . .. .. .
FLOOR SHEATHING SPECIFICATIONS WALL SHEATHING TO -%,./ * . . .... . . . . . . .. . . .
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD PLATE ANCHOR SCHEDULE NAIL SPACING AT
SOLE PLATE SUPPORTED EDGES,
RAISE J16" FROM
ROOF SHEATHING SPECIFICATION& ANCHOR EXT. WASHER EMBEDMENT EDGE GENERAL NOTES.
O.C. WITHIN 4'-0- OF ROOF EDGE). SEE DETAILS SEE DETAILS BOTTOM OF SOLE SPACING SIP 'CM,-,&�-WEC. DEPTH DISTANCE
5t&QLF-- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 ad 0 3"� /-ON S1.01 I/- ON S1.01 PLAN ANDFASTEN )!ro EPDXY 42* 24" 4" 2Y4" L�-4-)
O.C. WITHIN 4'-0- OF ROOF EDGE). w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED 7
F- I)f Ox6* TITIEN HD 42' 24" 3x3xO.229" 2-y (UNBLOCKED) PANEL EDGE---
BLL - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4
7
FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). "4 (TYPICAL).
METAL - NN. 1/2", 24/16. APA RATED PLYWOOD. SHEATHING, NAILED w/,0,113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.0 NOTES:
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLt ND Al�,IACENT TO
"A U
NAILING TO INTERMEDIATE
WALL SHEATHING SPECIFICATIONS: rA SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE 70 UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS.
FLEXIBLE FINL2±-MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, SkENED w/ ad 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SUPPORT IS 6" O.C. MAX.-'�. ROOF Ln
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------- L---------J 2. WASHERS SHALL BE SLOTTED. (LION). TRUSSES, OR
STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STR CTURAL 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. FLOOR JOISTS. Uj
MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4* PLATE WASHER, A 3"XZ0,X'/"' W/ 11/,"o ROUND
MASONRY SPECIFICATIONS-NED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AIU530,1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STO Y STEEL WASHER MAY BE USED.
MASONRY HAS BEEN DESIG HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP."MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER.
DETAIL a SCHEDULE
2000 psi PER ASTM Cloig, GROUT SHALL r4 ROOF AND FLOOR SHEATHING NAILING
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WA L SECTIONS SOLE PLATE ANCHOR
\ZL.0j SCALE: 3/4" = V-0" vl�2-oj SCALE: 3/4" 1'-0"
CONCRETE MASONRY UNILLOALL LLJ LLj
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, W-FH-A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL
THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0".
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN
00WRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, S'-ACK BOND SHALL NOT BE 114"
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT -- (3) ROW OF 10d
PLICES IN REIMCI�NG, WHERE PERMITTED, SHALL BE 48 BAR
WITH - #4 0 4'-0- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CON Rb TE 2 PLY STAGGERED
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. S C.
TINUITY OF REINFORC RSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NAILS 0 8- 0
WALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT 16" D.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2x4 BLOCKING
DIAMETERS INTO EACH ELEMENT. AT STEM 0
1/S1.O. UNLESS NOTED OTHER\MSE.-'C*p,�JONVA4&nIVM'ft*-,��,pj A MINIMUM OF 6". IT SIMPSON 3 PLY BEAM. N 04 cli 024" O.C. FASTEN
EACH END w 3-10d
SDWC15600 '�L2x��
CLAY MASONRY (BRICK): SEE ROOF (1) ROW OF 1 Od TOENAILS.
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING I n/
PLAN FOR EXTEND SHEATHING VERT. 4 (4) ROWS 12d NAILS 0 4" O.C. N.
DETAILS. -TO TOP OF TRUSS AS SHOWN. AT 12" O.C.
CONCRETE SPEqnCA'nONS: 2&LmDfiy-m
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI Al 28 DAYS PROVIDE 2x4 BLOCKING EA. SIDE. MROW OF 1 Od STUD BELOW
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (3) ROWS 12d A 0 4" 0.C. -L-41--- LOWER TOP 4-10d
SPECIFICATIONS BELOW. _dC ILS PLATE ATBREAK. OVERLAP DOUBLE COMMONS
GENERAL NOTES: HEEL > 1'-0" AT 12" O.C. STAGGERED
PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. WALL INTERSECTION
FOo'nNG IND FOUNDATIONS,- WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH kSOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY 13EAMS ORTHOGONAL MEW CONDITIONS
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- 2x4 OR 2x6 POST OF! CORNER
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL WITH GAP SHOWN. a-
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. < Uj
0 (3)ROWS OF 5- (3)ROWS OF 6%" 0
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LCCATION FROM THE TRUSSLOK TRUSSLOK
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRANIING:� PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OF! LOCATION IS NOT SIMPSON ENGINEERED WOOD ENGINEERED WOOD z
SDWC1 56,00--,�
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) FASTENERS 0 2,'V'o.c FASTENERS 0 24"o.c
SEE RO,
I 3E CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48" D.C. OR ROD CHAIRS. FRAMII SIMPSON AS SHOWN AS SHOWN CORNER WALL INTERSECTION
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL CONDITIONS
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, WHER: PERMITTED, SHALL BE 48 PLAN FOR rr-- SDWC1 5600
DETAILS. SHEATHING MAY SEE ROOF
BAR DIAMETERS TERN INATE AT SIMPSONJ 3-PLY 4-PLY NOTES:
SIMPSON_/ FRAMING
SDWC15600 TOP OF DBL. SDWC15600 PLAN FOR 1. OVERLAP70P QPL%AS AT CORNERS AND INTERSECTIONS.
CONCRETE SLABS ON GRADE* TOP PLATE. SEE NOTE 1.
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 TREATMENTFOR PREVENTON OF SUBTERRANEAN SEE NOTE 1. -1-1L DETAILS. 14" LVIL AND GREATER 2. - DENOTES 3*xO.131' GUN NAILS 0 6' O.C. VERTICAL.
PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT,
TERMITES. SAWCUTSL OR CONTROLLED CRACKING CUT TYPICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED.
WOOD FRAMING SPECIFICATIONSo 5" < HEEL < 1'-0" HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE U
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 CONTACTWITIr MASONRY, CONCRETE OR JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN.
CHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: i
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTA 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
STAINLESS STEEL. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
P -ENGINEERED WOOD TRUSSESa AT TOP PLATE TO STUD, SPACE 0 48" O.C. .1/
RE r7 INTERSECTIONS STUDS CONFIGURATIONS
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS I/�5 ROOF TRUSS CONNECTION BUILT-UP MEMBER FASTENING
USSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND
TI SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF T11E DELEGATED TRUSS ENGINEER. ALL TR \Z2.0,/
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNEC ONS \z2'0j TRUSS TO PLATE:
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: CREW
SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC S DESIGN
ROOF COVERING SPECIFICATIONS@ NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
THE ROOF COVERING SYSTEM. ASPHALT SHINGS SH LL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. i NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF STALLATION MANUAL." AND THE MANUFACTURER'E REQUIREMENTS, STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED THAN 4'-6" FOR GABLE ENDS. CRTERA
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE IN KING STUD TO TOP PLATE:
ESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS.
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE R SDWC1 5500 SCREW Top PLATE To HEADER FASTENING:
NOT REQUIRED AT GABLE- SEE DETAIL AT RIGHT. NOT REQUIRED AND
SIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DE THAN 4'-6 11 A
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK CK SDWC SCREW 0- GENEI".ML
STUDS SEE PLAN- KING & JA 24" O.C.
STUDS SEE PLAN NOTES
CON ECTION FASTENER INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE HEAD QR SILL
MEMBERS TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN -NAILS E.E. PLATES SEE HEA OR SILL\ 2X6 WALL 00 NOT SCALE DIMENSIONS FROM
SCHEDULE 1�11 I I I I
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L3'/,x3l/,x/. 4' GABLE X-BRACE, SEE DETAIL 10150.1 (MIN) P TIES SEE v THESE DRAWINGS.IF A DIMENSION IS
6'-0" UNCLEAR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3/2"X/. 6' 8'-0' (2)2x8-1/2 HEADER SIZE, JACK AND ROUGH OPN G, SEE ARCHI HEDULE TRUSS TO PLATE: APICHITECTURAL DRAWINGS OR
DESIGNATES SHEARWALL. THE KING STUD QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW: ROUC* OPN'G, SEE ARCHI SDWC SCREW CONTACT THE E.O.R.
FACE NAIL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF PLA-ES SEE CS18 STRAP w/6-10dxlX"
DBL. TOP PLATE TO STUD L5x3/,"x/4 6' 10'-0" WALL THE SHEARWALL SHEATHING SCHEDULE NAILS EACH END. STRAP
RIM JOIST TO TOP PLATE TOE NAIL (ad 0 6") GUN NAIL 0 6- TO BE APPLIED. 8d 0 3/6 ATTACHMENT CAN BE INTERIOR OR PLAN NAME
L 6 x 3/2"X/4 6' 12'-0" SW 3"/6" DESIGNATES 8d COMMONS 0 3- KING STUD TO BOTTOM PLATE EXTERIOR SIDE OF WALL. 'L 0 _ M
S
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 6' 16'-0" D.C. EDGE & 6" D.C. "IN THE CONNECTON: IMPSON -ROUGH OPN'G, SEE ARCH. r TTERRANO - SHINGLE
CEIL (3-16d) 4-GUN NAILS L7x3'/,"x1/, nELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ PLATE TO HEADER:
ING JOIST, OVER PARTITIONS FACE NAIL 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE E SDWC SCREW 0 DESIGN/IDRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION 7 BRICK ADJ - ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS 24" O.C. CS KM /LAP
RESISTANT COATING OF EPDXY BASED VENEER MANUF - Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 2X4 WALL
(2-16d) 3-GUN NAILS BM BEAM WALLS THAN 3'-6" DATE
JOIST/TRUSS TO PLATE TOE NAIL PAINT. WEATHER BOT BOTTOM MONO - Monolithic HEADER FASTENING SECTION
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG BEARING OC - On Center 05.26.17
(3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD CmU CONCRETE MASONRY UNIT OSB - Oriented Strand Board 0 A I KING STUD TO FRAMING BELOW: SCALE
TOE NAIL BE LATERALLY SUPPORTED NOT TO PRE ENG
EXCEED 6 FT. D.C. wl 2-/4x3* WD. DIA A
JACK RAFTER TO HIP DBL DOUBLE PERP - Perpendicular
DIAMETER Pre Engineered CS18 STRAP W/6-10DXlX S NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS LINTEL
SCREWS INTO HEADER PROVIDE A EA - EACH PSF Pounds per Square Foot a 4 NAILS EACH END. STRAP ATTACHMENT CAN B LPA No.
FACE NAIL 16dO 16 PSI Pounds per Square Inch 4 STUD OR 2X1O �STRAP NOT REQUIRED AT THE FOLLOWIN
CONT. HEADER, TWO PIECES O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END 11 1 INTERIOR OR EXTERIOR SIDE OF WALL. FICE CC P"'
---.4' SEE NOTE 2 EOR - ENGINEER OF RECORD PT PRESSURE TREATED qn'F* PLATE ANCHOR BLOCKING FASTEN G: & TOLL-17-00507
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GLIN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT Quick rie SOLE PLATE CONNECTOR PER SCHEDULE STRAPPING NOT REQUIRED w/8-10d COMMONS GABLE ENDS OR CONTROL No.
I TOE NAIL 1(3-16d) 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF/ AT LOWER LEVEL HEADERS-/Z JACK TRUSSES LESS
STUD TO SOLE PLATE HORIZONTAL TIES 0 24" O.C., VERT. J11 I
KING I FACE NAIL I(165d.@ 16-) GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 11Omph HEADER FLASHING FBC - FLORIDA BUILDING CODE SF - Squa,e Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY IN 4047
SOLE PLATE TO JOIST/BLOC WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLA� BRICK LINTEL, FDN - FOUNDATION SPF -Spru.,e Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY (STACKED WINDOWS) MULTI STORY TH06"FOR CODE COMPLIANCE SHEET
FT FOOT SYP - Southern Yellow Pine (UNSTACKED WINDOWS)
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING THRU - Tt rough CITY OF ATLANTIC BEAC"
2"xO.113"0 RINK SHANK 12" OF OPENINGS. PROVIDE3/,6"0 WEEP PICAL HEADER STRAPPING
3"xO.131"0 GUN NAILS HDR HEADER TYP - Typical r8 TY G'S PER111111111%FOR*1301"ll"llotgAt
SDWC SCRE
�Aft- ULNI-11,111
R �ADER��
-H (A Cl
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600
1 A
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L
PLATE.
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7
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y
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PW WeOVER LA
Kt
MPS N
TSIDWC1056
SHE) EE
TERN
4N Top
0
Top
W DE.
To
PLATE HEADER
SDWCSC �W 0
24 0 C.
0 NOT SCALE
L E E DRA ING
U L kR I
P
_C T T P
LAHI EC U,
CONTAC
TE-
EW
.A TO HEADER
SDWCSCREW
1-0
2*xO.113"0 = ad 2/,"xO.131"0 = ad HOLES 0 33" D.C. IMMEDIATELY ABOVE SajION MEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted REQUIREMENTS AND CON011TIONS S0,0
3"xO.148"0 = 10d 3/,"xO.162"0 = 16d FLASHING. QE3RICK LINTEL LBS - POUNDS VERT Vertical \I.�-O
11/,*xO.14B"0 = 10dxll/,." 11/2"xO.131"0 = 8dxll/2" WWF Welded Wire Fabric SHEET 1 OF 9
REWEWED BY-- 2'
0
OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE
TOP PLATE
OVERLAP SIDEWALL . . . . . . . . . . . ALWAYS PLACE
ALWAYS PLACE HEADER AT
TOP PLATE . . . . .
. . . . HEADER AT TOP OF ROUGH
TOP OF ROUGH OPENING
OPENING
. . .. . . . . . .
%"0 THREADED ROD
GARAGE
HEADER . . . . . . . . . W X X .. . . . . . . . . . . . .
1 11 11 . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . HTT5 wl
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . . . . . . . . HTT5 W/ .. . . . . . . . . . . . . %- THREADED ROD
. .. . . . . . . . . . . . . . . Lou Pontigo and
HEADER AT PACK WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . THREADED ROD---4 1/2 EPDXIED 12"
. . . . . . . . . . . . . . . .
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. EPDXIED 12 MAX py As
2)20ga STRAPS OPENING 57�
LEXTEND HEADER TO
EADER 10 JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO FAR SIDE OF WALL 2x4 BLOCKING 4 0 131 0� TOE NAILS (2 EA. SIDE) 420 Osceola Avenue
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 7-6x6 POST AS SHOWN. H3 0 EA. 2x4 OUTLOOKER NOTE(& Jax. Beach, Florida 32250
H 75 W/ STUD PACK, PER GARAGE DOOR (2)2x6 (2)2x6 SPF 2 AS SHOWN. 0 6�6�6 X OUTLOOKER\\ /AT 24* O.C. PLACE GABLE END TRUS5.
(2)2x6 JACK STUDS %7 THREADED ROD-\ SUPPLIER JACKS\ 4'-O"x4*-O" PIECE OF WALL N TO THE INT. FACE OF Ph. 242-0:908 Fax. 241-9557
EPDXIED 12" 's AND (1) SHEATING IN 2� �ROOF BALLOON FRAMED WALL FL:CA# 8344 SO CA# 3579
f-1 KI NG. 4'-0%4'-0" PIECE Of WALL STALL AT UPPER STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP
HTT5 w/ 4m;t;E7 SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER FRAMING PLAN AND BOTTOM CHORDS TO
z �K \W' THREADED ROD DETAIL A
CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS SCHEDU BALLOON FRAMED WALL
(2)2x STUD CORNER-\ DETAIL A 5-12d TOE
//-%" THREADED ROD 0 ON EXTERIOR STUD (TRIMED AS AND (1)\ Z SHOWN) STUDS w/ 2-0.131X3"
M EPDXIED 12" 2x4 BLOCKING AT NAILS EACH
> EPDXIED 12" Zj SHOWN) KING. TRUSS NAILS AT EA. STUD.
48" D.C. BETWEEN
P.T. SOLE PLATE- FASTEN SHEATING TO HEADER w/ 8d COMMON QEL GALV. BOX NAILS GABLE AND FIRST
FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. %
GARAGE HTT5 wl FASTEN GABLE END
SOLE PLATE j HTT5 w/ IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP.
FLOOR %" THREADED ROD TRUSS w/ FULL HT.
ANCHOR THREADED ROD (STUDS, BLOCKING & SILLS) TYP. OR AND HA41
ANCH
FLOOR
EPDXIED 12" EPDXIED 12" .. .
EA. END
SOLE PLATE-/ NP.7
ANCHOR GARAGE WING WALL SECTION A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS X
THICKENED SLAB EDGE
AT GARAGE OPENING. 6x6 POST NTH ABU66
5/."0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN STAT
w/ 5/," THREADED ROD
STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/4* WASHER. EPDXIED 12" MIN.
NOTES: ORI
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. Q4
AIAL
CONVENTIONAL SW
GARAGE WING WALL LEVADON ANCHOR PER SCHEDULE.
NO FULL HEIGHT ANCHOR Christopher J Sabourin PE
LC REQUIRED. FL PE#71461
BA K ;;E SIONS DATE
2 GARAGE PORTAL WING WALL WHEN 3 GARAGE WING WALL FRAMING LESS THAN 12" t-4 LLOON FRAMED GABLE END
%*IEN
0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
SPLICE 2x6 x 4'-6" P.T. SYP NO.2
EXPOSED RAFTER TAIL TO EACH ROOF
TRUSS 0 24* O.C.
PORCH REAM SUPPORT POST
JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, 2x4 P.T. SYP No.2
AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. BLOCKING/CLOSURE FASTEN
MIN. (2)2x4 PT SYP #2
IF 6x6 IS SPECIFIED ON PLAN, A- WALL w/ 3-12d TOE NAILS. RIP FIELD ALTERKHON
24" MAX. DOWN TO REQUIRED DEPTH
USE (3)2x4 SPF#2 SUPPORT. SHEATHING PRE-ENGINEERED
RATED WALL SHEATHING W/ 2" MIN. WOOD ROOF TRUSSES
4" MA
MIN 11; 12d COMMO CONTRACTOR SHALL CONTACT LOU
8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS1 8 w/7-1 Odx%" PONTIGO&ASSOCIATES PRIOR TO
PLAN VIEW PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. EACH END 48" WIRE NAILS MAKING ANY STRUCTURAL FIELD
TAPCON RECESSED IN SLAB O.C. STRAP CAN BE 0 4" O.C. MODIFICATIONS WHICH MAY VARY
SCREW I STAGGERED FROM THE INTENT OF THE ORIGINAL
Yi/X" THREADED ATTACH SUPPORT POST TO INSTALLED THEIR CONSTRUCTION DOCUMENTS.ANY
ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OFS D CS18 w/7-10dx1V
ANCHOR FIELD ALTERNATIONS MADE PRIOR TO
5/8"OxC' EMBED EPDXY ROD. U.O.N. EACH END 0 48" BEING APPROV
D.C. STRAP CAN BE UPLIFT ASSOCIATES MAY RESULT IN
ADDIT ONAL ENGINEERING OR
SYP#2 PT SOLE PLATE INSTALLED EITHER
CONC. CONIC. BOX COLUMN FACE OF STUD CONNECTOR 2PECTION FEES.
SLAB SLAB MAY BE USED IN LIEU OF 4x4 OR 64. FLOOR FLOOR Eld 0 3" FLOOR
WATER PROOFING AT TRUSSES USSES
TR TRUSSES DOUBLE)
FLEVATION VIEW ELEVATION VIE LOWER PORTION OF OR JOIST. OR JOIS OR JOIST. TOP PLATE
BOX COLUMN BY BUILDER
1-4
IF PT MATERIAL IS NOT USED.
OPTION B BEAM SEE
OPTION A
OPTION A 0P110N B STRAPPING OVERLAP PLAN
SHEATHING OPTION C
DROPPED BEAM
BOX COLUMN DETAIL VMB4 7 WALL STRAPPING OVER BEAM /0'8� RAFTER TAIL DETIAL
5 FRONT ENTRY JAMB FASTENING r6
0
0 so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
k�
LU
KING STUD TO TOP PLATE, 0
SDWC15600 SCREW.
LLJ
U LLI
0 0 41 1 . STUD TO TOP PLATEw O/Z 7 z
SDWC1!600 SCREW.!-/
0 32" D.C. ROOF SHEATHING PER z
CONSTRUCTION SPEC's
STUD
STUD TO
SDWC15600 SCREW.-' SDWC1 5600 SCREW.-o 10d COMMONS 0
0 32" O.C. 0 32" O.C. STUDS To TOP PLATE STUD TO BOT PLATEm a 6"o.C 1/2*xlO" S.S LAG BOLT
SDWC1 5600 SCREW. LU
ROT PLATE TO TRUSS 0 32" O.C. -2x6 SPF#2 RAFTERS Ln
X%M' LAG SCRE 0 24"o.c
NTH ROJND WASHER X:
1-MSTA24 2x6 SYP#2 LEDGER
EADER TO JA( W
AT EACH FLOOR TRUSS H2.5T
w/2-1/4"x6" SDS
SCREWS 0 16.O.C��
2m 211& 2m a& a&
WOOD BEAM PER PLAN
SOT PLATE M FRAMING_ BOT PLATE TO FRAMING_ 6x6 POST SEE PLAiiil-,""' LLJ
13ELOW CS180 32* D.C. BELOW CS180 32" D.C. STUD TO BOT PLATE* of 2)H2.5T 0
rE TO TRUSS —-:4 -4x4 HORIZONTAL LEG
OT PLA' TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW.
0 32" O.C. 3-10d TOENAIL
Y4"x3Y2' LAG SCREW %"xB" LAG SCREW
EACH SIDE RECESSED
------ --- --- I
S-/
WITH ROJND WASHER
24" D.C.
4x4 DIA�ONAL
%%8" L AG SCREW
4x4 VE TICAL
1 0 u
0
ALL EXPOSED METAL
CONNECTORS AND
TRUSS OR BEAM PARALLEL TO WALL ABOVE FASTENERS SHALL
BE STAINLESS STEEL
WALL STRAPPING DETAIL AV*M0�41 0 WALL STRAPPING DETAL WALL STRAPPING DETAIL SHED ROOF BRACKET DETAIL
ED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN VSO.2j SCALE: 3/4" V-0"
A\SO
TLHI�ELTAIL ONLY APPLIES WHEN NOT
MISC
FRAMING
DETAILS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
I-,A�C&�4T�ACT THE E.O.R.
P�LAN NAME
r:TERRIANO - SHINGLE
DESIGNiDRAWN/CHECKED
CS KM /LAP
DATE
05.26.17
SCALE
AS NOTED
LPA No.
TOLL-1 7-00507
CONTROL No.
4047
SHEET
OFFICE COPY
S02
song MNC111111111111111111
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAB RECESS
Lou Pontigo and
Associates, Inc.
4 20 Os ceol a Aven u e
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA# 3579
\A
o
C EN'
0
No.7 1
69'-2"
E
8'-0" 40'-5p' 6 -4" 10$-6$p 3'-11 STAT IF
OR
7$-0" 20-3 6�-01) 2 -Y
ON
i I__0 6'1 ----- .....
Christopher ) Sabourin P E
FL: PE#71461
S1.01 1.01
(S FTE790NS DATE
MONO FOOTING 0 MRS
0
CD > I
STEMWALL w/ 5x3
X\
2
It 0
DOWELS EPDXIED 6 IN.
tf)
DO
S1.01 S1.01
0 FIELD ALTERA'nON_
'0 CONTRACTOR SHALL CONTACT LOU
13'-10"
PONTIGO 0 ASSOCIATES PPJOR TO
T
MODIFICATIONS WHICH MAY VARY
r MAKING ANY S RUCTURAL FIELD
0) CF)
9
FROM THE INTENT OF THE ORIGINAL
lk CONSTRUCTION DOCUMENTS.ANY
ISOLATED FOOTING S1.01
0 FIELD ALTERNATIONS MADE PRIOR To
/-SEE DETAIL 11/S1.O1 BEING APPROVED BY LOU PONTIGO a
177 ASSOCIATES MAY RESULT IN
F3. - ADDITIONAL ENGINEERING OR
F2.0
Z,
L �:f INSPECTION FEES
PROVIDE SAW CUTS PER
_9"
5/S1.01, BUILDER TO
v
COORDINATE WITH FINISH PROVIDE 2-#4x4'-O'
L LJ FLOOR MATERIAL. CORNER CRACK BARS 6 co 0') 17 Z
'I W, r9
6'-0 "�Si.01)/
AT SLAB MID-DEPTH. I I a I "V,
PAVERS S1.01 ;z 0 1
BY OTHERS1 2)-6)9 0 1 1 00
19'-6" lo I STAIRS BY
9 6 BUILDER
S1.01
-0 S1.01
SLIDING GLASS DOOR Uj
FRAMES MUST BE RECESSED - - - - - - - - - - - - - --
Z I - k 00
00 0 SEE ARCHITECTURAL PLANS
FOR LOCATON OF SLIDING Or)
0-) _00 i I n
ro GLASS DOORS.
3.0 8
MONO FOOTING TO S1.01 3 LI _j
ISOLATED FOOTING S
TEMWALL w/ 2-#5x3O" \S1 01/
z
0
`-SEE DETAIL 11/S1.01 DOWELS EPDXIED 6" MIN.
MONO FOOTING TO 00
8
L
-STEMWALL wl 2-#5x3O"
F3.0 DOWELS EPDXIED 6" MIN. _711 -LVI Z n
0
L WCUT
SA n/
1717
_j 0 QO
777-9 7 7 7 Ln
4" CONCRETE SLAB w/
FIBERMESH @ 1.5 LBS/CU.YD. X- 11 8 3_1 \kS1.01 cc) 0
>
9 X
0 1.4 S1.01 <
OF CONCRETE OR 6x6 W1.4xW
S1
7-cc
el
H/ Ln
/N r\4 0
Nlsll�iz_-0 zi
t
X
S1.01 X
WWF ON 6MIL VAPOR BARRIER ^8
IN PREPARED GRADE.-N\
00 _T X�
IX
_Y_
�-01
STAIRS BY Cf)
0
0
BUILDER
^3
Q4 A4
F
J-
lk i
_j
4L_ -
3 HB
S1.01 S1.01
6))
7P-0" Lo/
'o, 0 61 '-2" FOUNDATION
6 9 P 2
PLAN
Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
FOUNDATION PLAN PLAN NAME
FOOTING SCHEDULE AND NOTES TERRANO - SHINGLE
SCALE: 1/4" 1'-0* DESIGN/DRAWN/CHECKED
TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KM /LAP
F2.0 2'-0" 2'-0" 11-011 3-#5 EA. WAY BOT. DATE
F2.5 2'-6" 2'-6" 11-011 3-#5 EA. WAY BOT. 05.26.17
11-011 SCALE
F3.0 3'-0" 3'-0" 3-#5 EA. WAY BOT.
F3.5 S-6" 3'-6" J'-O" 4-#5 EA. WAY BOT. AS NOTED
F4.0 4 1-011 4'-0" 1'-0" 4-#5 EA. WAY BOT. LPA No.
F4.5 4'-6" 4'-65" J'-O" 4-#5 EA. WAY BOT. TOLL-17-00507
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
4047
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR SHEET
REFERENCE ONLY.
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY
SLO
3. SOIL COMPAC11ON AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE ANCHORAGE PER
PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING
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,
SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and
4'-0" HIGH, NOTIFY E.O.R. CORNER BARS (TYP.)
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
WHEN SPECIFIED ON PLAN. SEE ARCH PLAN
LAYOUT PLAN AND
420 Osceola Avenue
PERMANENT LATERAL
SLAB ON GRADE, LSLAB ON lax. Beach, Florida 32250
51"
SUPPORT DETAIL. 2 Ph.242-0908 Fax. 241-9557
41 4
tSEE PLAN. Z. GRADE,
4 S FL:CA# 8344 SC:CA#3579
EE PLAN.
v -_4-
GRADE OR CONIC. 4
,V
SLAB, SEE PLAN.
A 0_1
8" CMU STEM WAL
#4 1 -1- EN
A SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON ' I < _ — . e
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE 7`1.� GRADE #4 VERTICAL DOWEL @ 24" O.C.
PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 90* BEND INTO FTG.
SCHEDULE) w/ 6" HOOK INTO SEE PL
z NO. 4
Cmu 00 AN
REINFORCING FOOTING. LAP VERT REINFORCING
COURSES
0
25" IF STEMWALL IS GREATER
<
1 TO 6 #4 VERT. @ 48"O.C. SIIA 0,
A- A
%.1 41
4
.0
@ 24"O.C. THAN (3) COURSES. _j ***'_�CONTINUOUS CONCRETE 4,
7 TO 101 #4 VERT. STEMWALL, SEE 1 /S1 .01
CONT. CONCRETE FOOTING FOOTING
11 TO 121 #4 VERT. @ 8"O.C. 4 CLEAR t
STEMWALLS OVER 6 COURSES TO 8"d x 16"w el—STORY, w/(2)#5 CONT. ,-77 P
TY
HAVE TRUSS TYPE HORIZ. JOIN'. -4 1 C h r i s t o p h e r I Sabourin PE
REINF. BETWEEN EVERY OTHER "d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. 10%20" FL PE#71461
COURSE. FILL CELLS SOLID.
w/ 2—#5 CONT.
K��&O�NS DATE.)
r2 FOOTING W/ SHOWER RECESS GARAGE STEM WALL
STEMWALL FOOTING r,3
SCALE: 3/4" 1'-0" -LO, (IF REQUIRED) .�01 (IF REQUIRED)
FIELD ALTERAMON
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
STEP, SEE CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
ARCH. 4' BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDIT ONAL ENGINEERING OR
TYPICAL WALL FRAMING (4" MAX.) EQUAL TO SLAB :NSPECTION FEES.
AND ANCHORAGE PER THICKNESS.
CONSTRUCTION SPECS.
7-0 @ SLAB RECESS
BRICK VENEE R IS 7 z
ACCEPTABLE� WITHOUT
I- SLAB ON i U
INCREASE OF FOOTI N C
GRADE, WALL FRAMING
WALL FRAMING—\ SIZE.
SEE PLAN. 4<
1" DEEP SAWCUT w/ SLAB ON GRADE,
SLAB ON Uj Uj
2� X 00 ELASTOMERIC SEALANT 2—#5 CONT.
/SEE PLAN STEP, SEE ARCH. PLAN.
ON GRADE,
CN 4-
jL——————
RADE, SEE PLAN.
00
ALT. FOOTING AT 00
'�'_SEE PLAN.
NOTES: 4
BUILDERS DISCRETION. 4
1) PROVIDE SAWCUTS TO CREATE LLJ
#3 @ 48" 0.C. OR APPROXIMATE 12' X 12' MAX. SQ. 7
ROD CHAIRS (TYP.) 2) SAWCUT CONIC. SLAB WITHIN 4 TO
12 HOURS OF CONIC. PLACEMENT. OPTIONAL 8%16 1—STORY, w/(2)#5 CONT. 3-
12p$ w/(2)#5 CONT. 2" FLAIR 8"x20" 8"xl 6" 1 —STORY, w/(2)#5t0NT.
2—STORY, w/(2)#5 CONT. 8"x20. 2—STORY, w/(2)#5�: CONT. 0
Uj
6' �7 Ln
r4 MONOLITHIC EDGE FOOTING SAW CUT DETAIL BEARING AT INTERJOR MONO. FOOTING AT STEP-DOWN
k<2� t i :D
.oil,IN�-Oi 1.11�-01 \�,�-01
Uj
0 �
TYPICAL WALL FRAMING AND ANCHORAGE
PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
00
12" HOOK INTO SLAB.
-TYPICAL WALL FRAMING U
AND ANCHORAGE PE
MATCH DOOR CONSTRUCTION SPECS. TYPICAL MONO—
PAVER BY WITH, SEE ARCH. RECESS
SLAB ON GRADE, OT ERS I I
. 4 GRADE,
BOND BEAM Af/1—#5 SLAB ON
SEE PLAN-4.- SEE DETAIL 1
4.
-- SEE PLAN.
PAVING t SLAB ON
X GRADE
8" MASONRY BY BUILDER f
STEM WALL wl 1#5 CONT. SEE PLAN, FOUNDATION
DETAIL 10B V)
8" CMU STEM WALL W/ GRADE OR CONIC. CNI
(D 1 #4 @ 48" 0.C. E.J.
#4 VERTICAL DOWELS @ 24" O.C. SLAB ON SLAB, SEE PLAN.— MATERIAL DETAILS
GRADE SLAB ON LLI
ALT. FOOTING AT
90* BEND INTO FTG. -1.4 2Y7 GRADE,
SEE PLAN BUILDERS DISCRETION.
X.
77 1 SEE PLAN.
7
(If \T"
\<
DO NOT SCAL DIMENSIONS FROM
CONTINUOUS CONCRETE
0 4 THESE DRAWINGS.IF A DIMENSION 155
THICKENED EDGE UNCLEAR PEFER TO THE
FOOTING DETAIL 10A 3—#4 HOOKED ARCHITECTURAL DRAWINGS OR
3" CLEAR w/ 1—#5 CONT. 24" CONTACT THE E.O.R.
(2)#5 VERTICALS 8" O.C.
TYP CON
PLAN
ISOLATED FOOTING, \—REINFORCING, NAM E
'12" THICK x 20" WID SEE' PLAN
i 0"X20" SEE SCHEDULE. r TERRANO - SHINGLE
w/ 2—#5 CONT. DESIGN�i DRAWN/CHECKED
CS / KM Z LAP
PORCF- STEM WALL DATE
/`00`�8 STEMWALL AT GARAGE ri-o-NN THICKENED SLAB ISOLATED FOOTING 05.26.17
SCALE
SCALE: 3/4" V-0"
�-o 1 �,�-O 1 1\�-o 1 �,�-O 1 AS NOTED
i LPA No.
TO(L-1 7-00507
C6NTROL No.
4047
SHEET
OFFICE COPY
\v
SLOI
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SM. 3164 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" D.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
OF PLYS & JACK/KING STUDS NEEDED
(2)2x8-1/2
FORSUPPORTHEADER.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
ANCHOR LEGEND 420 Osceola Avenue
jax. Beach, Florida 32250
V A307 DIAMETER FULL HEIGHT Ph.242-01908 Fax.241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL: CA# 344 SC:CA# 3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
ell=77-110
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
,4
A307 DIAMETER THREADED NO.
ROD TERMINATES AT FIRST FLOOR
(95
TOP PLATE, SEE DETAIL 12/SO.1
STAT
SIMPSON HTT5 SEE DETAIL 15/SO.1
SIMPSON DTT2Z SEE DETAIL 15/S0.1
SEE DETAIL 3/S0.1 Christopher J Sabourin PE
FOR BEAM CONN. SIMPSON LTT2OB SEE DETAIL 15/S0.1 FL PE#71461
(TYPICAL).
H b1 F�E SIONS DATE
F(2)PLY 12" LVL-2/2) WALL STUD SCHEDULE
C(2)2x8-1/2)
(2)2xl 2_ STRUCTURAL PLATE STUD SIZE
_j 12/S0.2 (2 PLACES) 2x4 SPF#2 0 16" D.C.
STRAP HEADER EXTERIOR MAX
10,_1
2x6 SPF#2 0 16* D.C. 9L I
EXTERIOR
PER 7/S0.1
MAX D.C.
2x4 SPF#2 0 12
10'-1 TO
> EXTERIOR 2x6 SPF#2 0 16* D.C.
_j 14'-D*
INTERIOR 10'-0" 2x4 SPF#2 016* D.C.
Lf) MAX
STRAP HEADER 00 X MAX 2x4 SPF#2 0 12- 0.
to C) INSTALL (4)2x6 TOP PLATE 0 11'-4-Y4". 2x6 PLATES 12'-0" 2x6 SPF#2 0 16* D.C. 2E
INTERIOR
SHALL BE CONT. (DO NOT SPLICE) OVERLAP CORNERS C. FIELb I ALTEPA-nON
En \-EA. END w/ 164' Cn STUD N01M CONTRACTOR SHALL CONTACT LOU
(3)2x6 C4 PONTIGO&ASSOCIATES PRIOR TO
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
OSB WALL
MODIFICATIONS WHICH MAY VARY
SHEATHING. 6x6 P.T. SYP#2 POST 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL
0- i CONSTRUCTION DOCUMENTS.ANY
Li- (2)MSTA24 SPF#2
cli _j POST. CONTRACTORMAY INCREASE STUD SIZE TO MEET
W/ABU66. SEE DETAIL
ARCHITECTURAL REOUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO
SHEATH CONT.
bi 2/SO.2. (TYPICAL)
-7K- 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
THRU BUMP OUT > I YELLOW PINE.
0 )2xl 2
m Lj TRUSS T08 ABOVE
> 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
< 0
,4- M (3)2x6 STRUCTURAL 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
0 < TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
m BRACKET SEE
SPF#2 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
01 POST. DETAIL 12/SO.2 SHEARWALLS
m
1: z
< ;7< X COMBINED USE PANEL NOTES
Llj :2i OPEN TO
04 m < X
BEAM FB03 ABOVE I (5)2x4 A OVE to C14 -N U
Ld C14 1. EXTERIOR WALL SHEATHING SHALL BE
-Till 11 m SPF#2 SEE 3/S0.1 FOR BEAM CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 4<
_j
CONN. (TYPICAL) TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEA-MING
> > SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
_j _j
Lij
>
(0 0 2. SEE SHEET SO.0 FOR WALL SHEATHING
LO (4)2x4
STRAP Lj M� SPECIFICATIONS.
HEADER
SPF#2
EA. END w/ OSB WALL SHEATHING CONT.
POST. SHEATH CONT TO FLOOR 3. UPPER MOST TOP PLATE SUPPORTING ROOF
11 1 MEMBERS SHALL BE STRAPPED AS SHOWN IN
TO UPPER WALL. OVERLAP
(2)MSTA24 LU J
0 DECK. FASTEN TO ALL
c) DETAIL 1/SO.O
L
N-�TRUSS MEMBERS- #/ 8d FLOOR SYSTEM PER 1/SO.1 SEE DETAIL
U LIJ
1/SO.2.
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
COMMON @ 3" 0. DO
3/SO.O
NOT BREAK SHEATHfNG
AT DOUBLE TOP PLATE
(3)2x4 I U) U) GENERAL NOTES
SPF#2
POST. 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SHEATH CON T. 0
X
SIZES AND SPACING. AT GIRDERS AND BEAMS,
THRU BUMP OUT LA
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
�Ar 777777,77-77777777/ 777777777 ry
(2)2xl 2 PLIES.
Ld
6x6 P.T. SYP#2 POST '2)2x6 Ln
il N X 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SPF#2 N
J
w/ABU66. SEE DETAIL_/�L Ld X SHEATHING SPECIFICATIONS. D
POST. Uj CN14
2/S0.1 (TYPICAL). <
CID 3. WHERE FRAMING MEMBERS CONSIST OF MUL11PLE
[Y- U�
1�1 0 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 4<
1`0 04 DO m < i TOGETHER PER DETAIL 6/SO.O
<
> j
I
0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0 3/SO.O
X 0
04 0
LL 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/SO.1
Ld
Ll 0
(2)2x6 POST DIRECTLY SEE DETAIL 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
ry 00
BELOW POST ABOVE. TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
(2)2x6 1 /SQ.22�
X PROVIDE SOLID BLOCKING-\
041 1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
04 WITHIN FLOOR SYSTEM. SPF#2 AND HOLD DOWNS
Z:POST. 0 0
X= DM
- L STRUCTURAL CS18 STRAPPING DETAIL
(2)M-1/1� (2)2x8-1/1� (2)2x6-1/1 4- BRACKET SEE DETAIL
(2)2x6 POST DIRECTLY HB CS18 STRAP w/ 10"
BELOW POST ABOVE. 12/SO.2 (2 PLACES) END LENGTH. FASTEN
4-
THIS END w/ 9-10d.
PROVIDE SOLID BLOCKING
WITHIN FLOOR SYSTEM. OSB BLOCKING
@ WALL FRAMING
PANEL BETWEEN Ise
TRUSSES
FIR,5T FLOOR
NO NAILS REQUIRED
SHEATHING FLOOR IN CLEAR SPAN
TRUSSES FMMING
NAILER OR JOIST.
PLAN
WALL FRAMING Uj
SHEARWALL NOTE: SW: 3/6 lb
- - - - - - - - - - - - - - -
CS18 STRAP w/ 10"
END LENGTH. FASTEN
SW: .3/6 DESIGNATES SHEARWALL 2 SDWC1 5600 / THIS END w/ 9-10d.
:: SDWC15600 EACH TRUSS 00 NOT SCALE DIMENSIONS FROM
NAILING - 8d @ 3" EDGE AND 6" "FIELD" @ 24" O.C. THESE DRAWINGS.IF A DIMENSION 6
to UNCLEAR REFER TO THE
CRIPPLE STUDS 0 16 ox, NAIL TO -""' ARCHITECTURAL DRAWINGS OR
SOLE PLATE ANCHORS - SEE SCHEDULE ON ADJ ACENT STUD w/3-10d COMMONS CONTACT THE E.O.R.
ON DETAIL 3/SO.O
WALL SHEATHING
TERRANO - SHIN
j
FIRST FLOOR FRAN41NG PLAN WALL SHEATHING CONTINUOUS. Pi LAN NAME GLE
SCALE: 1/4" 1'-0" (2)2x6 SYP#2 WALL SHEATHING DESIGN/DRAWN/CHECKED
SOLE PLATE ANCHOR SPACING SCHD PLATE
4 CS KM /LAP
CONNECTING BUCK AND :IPLATE
DATE
ALL EXTERIOR WALL 42" 0.C. 10d COMMONS w/8d @ 3" EACH SIDE
UNLESS OTHER NOTED @ 6"o.c 105.26.17
� SCALE
SHEARWALLS 24" 0.C. 2x4xl 2" LONG ADJACENT i
(SW MOY/6") AS NOTED
TO STUD. FASTEN TO HEADER LPA No.
4_20-9 PLT 0 111 1 WHEN NOTED ON PLAN WITH 2-SDWC15600 SCREWS. TOLL-17-00507
SEE NOTE 2
CONTROL No.
i
1. INSTALL SOLE PLATE ANCHORS PER DETAIL w 4047
3/�30.0 OOD FRAMED HEAD ABOVE SLIDING GLA Is SHEET
2. ANCIHOR SPACING SHALL BE AS NOTED. FOR OFFICE COPY
EXAMPLE - SOLE PLT 0 36" = 36"
ON-CENTER SPACING
SHEET 6 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
RAMING PLAN NOTESa
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 S-Q&
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Associates, Inc.
TRUSS
420 bsceola Avenue
FASTENING DETAILS Jax. Beach, Florida 32250
Ph. 242-0:908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
Floor Truss Connector List Roof Truss Connector List TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
Products
Product Plies Net Qty Manuf Product Qty Manuf Product Qty E N
PlotlD Length 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING CN
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600
THD414 1 USP JUS24 6
F1303 26-05-08 onCENTER0 LVL 2.OE 1 3/4" x 16" 2 2 USP No.
SCREW UNLESS OTHERWISE NOTED
4 4 USP THD26-2 1 USP THD26 15
F1301 19-05-08 onCENTERO LVL 2.OE 1 3/4-1 x 16
2 2 USP THD46 14 USP THDH28-3 1 STA F
F1304 10-04-00 onCENTERS LVL 2.OE 1 3/4" x 16" 4,
A,
o 1.
USP THDH28-2 1
ISTUD DIRE TOP PLATE TO
BELOW TRUSS SDWC15600 STUD SDWC15600 441
Christopher Sabourin PE
2 SHEATH WALL CONT. 5 FL PE#71461
SO.1 THRU ROOF SYSTEM. SO.0
//f OVERLAP FLOOR SYSTEM 1 (3)H TS1 6 ur) C?) TRUSS TIE DOWN WITH SIMPSON SDWC �_qO�NS DATi�
F5T/ HB SOA
2 C) C:o
P�12 1 J� , -) i
y , _3 � FT-* uj
uj LU Rafter to Top Plate shown
Truss to Top Plate similar
SHED ROOF SEE
12
144 1 Optimal 22)�
DETAIL 12/SO.2
TO F12 4. 1 .1
SHEATH WALL CONT.
THRU LOW RO F W
T10 ^5
TO
BEAM BELOW.
—REC-O—MMENDEU— OSB BLOCKING PER
HTS16 F12 j'O 5 1\�_o
4-2x6 STRONG DETAIL 5E/S0.1
FIELD ALTERATION
(2)2x4 BLOCKING Till -BACK. CONTRACTOR SHALL CONTACT LOU
F12
TO
FASTEN EA. END w/ SET WALL STUDS DIRECTLY VT U Tff VE CT LY] PONTIGO a ASSOCIATES PRIOR
MAKING ANY STRUCTURAL FIELD
(3)10d TOE-NAILS. THD26 9P0=4 ILELEL 2KjEUSSJ
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
F12 ON 1 ST FLOOR TOP PLATE X2"MOX CONSTPUCTiON DOCUMENTS.ANY
T
U 4 FIELD ALTERNATIONS MADE PFZK)R TO
]T05
F12 BEING APPROVED BY LOU PONTIGO a
'SDWC15600- TOP PLATE TO ASSOCIATES MAY RESULT IN
THD4
7 (2)HTS16
(0' JUS24 ADDITIONAL ENGINEEIRJNG OR
T11 OSB BLOCKING PER T AN STUD SDWC15600
F11 INSPECTION FEES.
DETAIL 5E/S0.1 —RECOMMENDED THD4q V
-_ - 1 1. Sloped-roof rafters may be sloped up to and including
Note: I
2x6 STRONG (D (D (D 11110-
THD46 a 12:12 pitch and must be *birdsmouth" cut.
7 SHED ROOFSEE
Tfl 13 0
X 0 a C)
-413ACK. X: z X - i 2. Reference detail 4 for installation instructions.
F11 LL DETAIL 12/SO.2
Z//
THD46
T1.1
SIMPSON SDWC INSTALLATION RANGE z
F11 THD46 M
u-
T12 I HU4(j U L9
H TS 16
T13 F11 S1.2 4<
2
IF C� 0414
W (3)H TS1 6
SO.1 TH D46 LU
T 3
F03
FRAME UPPER LEVEL CONT. T
TH:)46 u_
T13 FROM 1ST LEVEL 10P PLATE
PORCH CEILING SHEATHING
X X
TO 2ND LEVEL TCP PLATE. I (2)2x6 BLOCKING UJ
AT BOTTOM CHORD OF�
DO NOT FRAME KNItE WALL BELOW WALL ABOVE
TH D46
TRUSS SEE 2/S0.1. Tilf 1� I/ " I "/ I I —
0 FLOO SY TEM E_LEVA-nON. FASTEN EA. END W/ SHED ROOF SEE
F03 1:
/'A' � I I .- (5)10d TOE-NAILS. DETAIL 12/SO.2
!A�
T15
-SHEATH WALL CONT.
F02
REC
THRU ROOF SYSTEM. Z
el
0
OVERLAP FLOOR SYSTEM SHEATH WALL CONT. -MIA-
1� , g 00 THRU
J13 -F 00 C) LOWER ROOFTO SDWC15600
CD 0 C� C)
LL ry Lj
�� I I I 1 1 Reference detail 2a for installation angle limit Ln
jj-j 1'0`2 LL LL LL LL LL 1^0
tu- 9 1 ST LEVEL BOTTOM PLAT
10,
F02 (2 MSTA24
SDWC INSTALLATION
D
W
M
IT<__ __j
11 F02
Rafter to Top Plate shown
(Truss to Top Plate similar)
> 1! Uj'
F02
XL Z
F02
�EATH WALL UUN 1. STUD NOT DIRECT
THRU LOW ROOF TO 2ND T
\kSO.1/1 " I 11BELOW TRUSS
'F02 LEVEL BOTTOM PLATE.
D 0
Itt
I
not install SDWC in
(0 hatched area
F02
CID W W co 0 CID
C) 0 0 0 0 (:) C) CD
LL "LL LL JUL LL
i CD C)
MU- u_ LL LL LL 91 0 0
\4
1104 N SDWC15600
IICI)
Ful �0
(2)HTS16-/ I Q -
rP
Overhan "_11 1/2' MIN
5 g MAX
S 1 2
SO.0
SDWC INSTALLATION PANGE
DQ
FLOOR AND
ROOF TRUSS
Rafter or Truss PLACEMENT
)r* minimum edge
distance for full
values (with or Splice may be in upper or PLAN
without a plate lower plate
Splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
1 r UNCLEAR REFER TO THE
A' from top plate ARCHITECTURAL DRAWINGS OR
splice Offset CONTACT THE E.O.R.
for full values RECT
ILAN N7M I
FLOOR AND RO(�F TRUSS PLACEMENT PLAN r TERRANO - SHINGLE
SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
S�WC AT TOP PLATE SPLICE 05.26.17
SCALE
AS NOTED
LPA No.
TOLL-1 7-00507
CONTROL No.
4047
OFFICE COPY SHEET
T
3
3
ER
F <
9 F12
�(/Z
;0
V//
TH 6/
U�4
6
T
T 4
T 5
S12
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
SW 3�4 LINE DESIGNATES SIDE OF WALL THE
SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" D.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FORSUPPORTHEADER.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Asso ciates, Inc.
ANCHOR LEGEND 420�sceola Avenue
Jax. Beach, Florida 32250
V A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/S0.1
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
64..- V
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR No.
TOP PLATE, SEE DETAIL 12/SO.1
S F g
SIMPSON HTT5 SEE DETAIL 15/SO.1 'L'
%
4 0
..-* Ql
SIMPSON DTT2Z SEE DETAIL 15/S0.1
Christopher I Sabourin PE
SHEATH WALL CONT. SIMPSON LTT20B SEE DETAIL 15/SO.1 FL PE#71461
/-THRU LOW RODF TO
BEAM BELOW. WALL STUD SCHEDULE FW7190NS DATE
(2)M-1/1� (2)2x6-1 (2)2x6-1/2
PLATE STUD SIZE
LOCATION HEIGHT SPACING
CO
00 00 00 0) 00 1
- - - - - 2x4 SPF#2 0 16* O.C.
V) V) V) V) 0 V) EXTERIOR MAX
0 C) C) C) 0
10'-1 2x6 SPF#2 0 16* D.C. 2[
EXTERIOR
F- MAX 2x4 SPF#2 0 12* O.C.
IX/ I V)
CD _j NI-1 EXTERIOR 1o'-1 TO 24 SPF#2 0 16* D.C.
(2)2x6 SPF#2 X -j r- 1'v-O*
(3)2x6 SPF#2
N <
POST. STRAP TO 10'-0
POST. STRAP TO INTERIOR 2x4 SPF#2 0 16* O.C.
bi MAX
I MAX 2x4 SPFf2 0 12* D.C.
C Cl) INTERIOR 12'-0 2x6 SPF#2 0 16* D.C. 2E FIELD ALTERA'1710N
BELOW w/ (2)CS18. TRUSS TU BELOW w/ CS1 8.
CS1 8 Lij - - - 11 V--
i tE�� - - - -
LJ Snffi N07M CONTRACTOR SHALL CONTACT LOU
0 1 P- SET WALL STUDS DIRECTLY PONTIGO&ASSOCLATES PRIOR TO
(3)2x6 SPF#2 (A LjJ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
I C0 ON' 1 ST FLOOR TOP PLATE MODiFICAtIONS WHICH MAY VARY
LLj < POST. STRAP TO
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL
CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY
TRUSS T38 AB VE BELOW w/ (2)CS18.
X i F- FASTEN BOTTOM OF ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO
-j BEING APPROVED BY LOU PONTIGO a
< 0 WALL PER DETAIL 1/S1.3 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN
C14 ADDITIONAL ENGINEERING OR
U)
:D
ry 6x6 POST. STRAP 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
3: 7r (2)2xl2 YELLOW PINE
-CS18
Ljj (3)2x6 SPF#2 TO POST BELOW 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
C/) (2)2x6-1 1 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
< POST. STRAP TO (2)2x6 SPF#5444- w/ (2)CS16 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
BELOW wl (2)CS18. POST. STRAP 011� SHEARWALLS
CS1 8 0 BOTTOM OF STUD 1
BELOW w/ CS1 8. 'ZI- 07 Z
WHERE NOTED. SEE DETAIL I
I X COMBINED USE PANEL NOTES
AT BOTTOM RIGHT OF PAGE. OPEN TO w 04
X
BELOW C14 1. EXTERIOR WALL SHEATHING SHALL BE U
C14 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
:=j
< Lrj
TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING
(5 CS1 8 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
co LU
OSB WALL 2. SEE SHEET SO.0 FOR WALL SHEATHING Uj
0 CS18-
SPECIFICATIONS.
G.
SHEATHIN
Lij (2)2712 3. UPPER MOST TOP PLATE SUPPORTING ROOF
a- MEMBERS SHALL BE STRAPPED AS SHOWN IN
LLJ CS1 8- DETAIL 1/SO.O
IN,
S\AA
T > SEE 3/S0.1 FOR BEAM
__j (0 0 N i
Uj
CONN. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
< m (TYPICAL)
IN r
< > T 3/SO.O
0
CID z
z m X
Ld SHEATH WALL CONT. GENERAL NOTES
Cf) C"4 THRU LOWER ROOF TO
C`4
V) 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. CL
;4 CS18-11 1ST LEVEL BOTTOM PLATE
0
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 0
V)
U)
CS18- sk
SIZES AND SPACING. AT GIRDERS AND BEAMS,
00000 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
I D Uj
PLIES.
or_
F-
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.
I III-
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
0 0
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
F- Lf)
N, TOGETHER PER DETAIL 6/SO.O
L _j
_j
IL < 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0
Uj
3/SO.O
CS1 8 5. AT SHEARWALLS, PROVIDE DIAPHRAGM z
0 (0
0 ATTACHMENT PER DETAIL 5/SO.1
X 0
C14 V)
:D
X 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
N Of
, ; )2x6 SPF 8 TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
N
(2 #2
�O
OD 00 POST STRAP To 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
,:J
U) Ln U)
BELOW w/ CS1 8. 0 0
0 AND HOLD DOWNS
CS18 STRAPPING DETAIL U
(2)2x6-1/1� (2)2x6-1/1� (2)2x8-1/2 (2)2x6 SPF#2 SHEATH WALL CONT.
POST. STRAP TO \-THRU LOW ROOF TO 2ND CS18 STRAP w/ 10"
BELOW w/ CS1 8. LEVEL BOTTOM PLATE. 4- - END LENGTH. FASTEN
THIS END w/ 9-10d.
z -
WALL FRAMING Uj 0
I z
0
7)Njn
\_NO NAILS REQUIRED SECOND
IN CLEAR SPAN
FLOOR
TRUSSES FLOOR
OR JOIST.
z FRAMING
WALL FRAMING c3
.1 z
b
PLAN
CS18 STRAP wl 10"
4END LENGTH. FASTEN
0.131x3" 0 6" O.C. THIS END w/ 9-10d.
2x6 BLOCKING
t
TOP PLATE TO STUDS w/
SECOND FLOOR FRAMING PLAN SDWC15600 @ 32" O.�. LAN NAME
TERRPANO - SHINGLE
SCALE: 1/4" 1'-0"
DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
XXX-1 :05.26.17
GIRDER
i SCALE
TRUSS PLATE TO TRUSS: AS NOTED
FLOOR
)OR-14 SDWC1 5600 LPA No.
TRUSS
TOLL-17-00507
CONTROL No.
SECTION 4047
SHEET
OFFICE COPY
S13
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER PLATE w/ 10d 0 4* D.C.
FASTENED TO TOP- WALLSH ING STUD WALL FRAMING
PLATE w/ 10d 0 3" O.0 8d COMMON WIR ILS ,--w/ 2x SOLID BLOCKING
TO BLOCKING 0 0.C.: AT SHEATHING EDGE
6
T DBL. TOP MAX
NOTCH HEADER
BLOCKING ON PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN Lou Pontigo and
LY REQUIRED EA
AT SHEARWALLS AND TRUSS. ATTACH AT EACH WAE
P RCH SHEATHIN Associates, Inc.
STUCCO FINISH G, HEADER oo STUD w/ 3-16 NAILS AT EA.
5-8d COM SEE SPECIFICATIONS PORCH
EACH SIDE EbL FRAMING INTERSECTION. (MIN. OF
BILOW 8-GUN NAILS- HEADER,
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 SEE PLAN. 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue
0 8" O.C. SHEATHING SPLICE 0 a" 0.C. 24" 0.C. BETWEEN OUTER WALL- PORCH PARALLEL, HEADER & SUPPORT FULL HEIGHT Jax. Beach, Florida 32250
NAIL
& FIRST INTERIOR TRUSS. TO WALL PORCH POST, PER PLAN. (2)M STA24 ANCHOR OR DTT2Z MIN. (2)2x4 WOOD PERPENDICWLAR TRUSS Ph.242-0908 Fax.241-9557
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR STRAPS HOLD DOWN AT BELOW. & (1) ADJ. QE161L B FL:CA# 8344 SC:CA#3579
BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST TO PORCH HEADER. WALL
EACH SIDE FLOOR F 15z OPTION A SHEATHING-\
FLOOR FLOOR OF SPLICE TRUSS ------ 24" 16 GUAGE POST BASE:
TRUSSES TRUSSES STRAP w/11- P03T 24" 16 GUAGE 4x4 POST-ABU44
POST-ABU66 A�- LSTA12 FOLDED OVER TOP w 2x SOLID BLOCKING ........
AT SHEATHING EDGE 04'1`10
10dxlN' EA. END DOUBLE TOP PLATE PLATE w/5-10d NAILS Bd COMMON WIRE NAILS
FASTEN EA.
r
OR JOIST. END w/ BEI OW 6x6 PORCH. CONTINUOUS OVER- TO BLOCKING 0 3" O.C.
OR JOIST. 2x4 SYP#2
SHEATHING SPLICE DIAGONAL 10dxlY2" EA. END STRAP w/11-
70. INTO TOP PLATE & 5-10d E
OSB or PLYWOOD I - I
3-10d COMMONS PORCH HEADER, SLAB 6. HEADER NAILS INTO BEAM. SPACE
RIM BOARD )14' 4*-' C4
SEEPLAN MAX
F" SHORTER THAN 6 0 48" O.C. OMIT IF WALL
-1 No. 1 61
SHEATHING IS INSTALLED
WALL FRAMING-/ FLOOR SYSTEM. ALIGN CEILING WALL FRAMING STRAPS '24
L
MSTA ROD ROOF TRUSS
WALL FRAMING-/ - ON FACE OFBEAM
VERTICAL JOINTS WITH LINE STRAPS EPDXIED 6' MIN OR JOIST-,,,,
RPENDICULAR
WALL SHEATHING FOR PE
SHEATHING SPLICE _TRUSS CONNECTION S
JOINTS INSTALL FLOOR TO PLAN VIEW PLAN \AEW OF ELEVATION \41EW OF F
FLOOR STRAPPING PER 8-GUN SEE DETAIL B ABOVE
BLOCKING ONLY ^4 0
REQUIRED 5-8d COM OPTION 1 OR 2 PORCH HEADER PORCH HEADER NAIL CONTINUOUS 2x6 SYP#2
ATPOST S LEDGER FASTEN WITHJ
STUCCO FINISH r1p
AT SHEARWALLS AND EACH SIDE AT CORNE AT POST FULL HEIGHT
OPTION 1 OF SPLICE OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. N
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SH SPECIFICATION& HOLD DOWN AT MIN. (2)2x4 WOOD
'/," GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
OR OP Qbl 1EADER. DETAIL A Christopher J Sabourin PE
NOTE 1: (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. FL PE#71461
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
ING OPTIONS TYPICAL PORCH FRAMING DETAILS r-3-\TYPICAL PORCH BEAM CONNECTION WljEN 4 WALL ADJ. TO ROOF CONNECTION
FLOOR TO FLOOR WALL SHEATHING AND STRAPP Ul SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF RENASIONS DATi)I,
\1�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. E] DIRECTLY BENEATH TRUSS FIELD ALTEPA-nON
ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. OA CONTRACTOR SHALL CONTACT LOU
TRUSS. ROOF
FLOOR OR FAS NED TO SHEATHING w/ 8d 0 3" O.C. it-----------t ---------- PONTIGO ASSOCIATES PRIOR TO
2x4 SYP#2 CATS AT 12" SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. SDWC I V--o 2-SIMPSON H2.5T.
15600
O.C. FASTENED TO TOP ,,"-ROOF TRUSS. ----------- -----------44 MAKING ANY STRUCTURAL FIELD
SHEATHING FASTENED TO MODIFICA IONS WHICH MAY VARY
i 114" @ 32" O.C. U FROM THE INTENT OF THE ORIGINAL
PLATE w/ 4-0.13lx3
COMMON. MAX. TOP PLATE w/ 10d 0 3" D.C. SCREWS
CONSTRUCTION DOCUMENTS.ANY
4 . F� FIELD ALTERNATIONS MADE PRIOR TO
16- MAT It SHEAR WALL- OSB WALL BEING APPROVED BY LOU PONTIGO
it t4@ C ASSOCIATES MAY RESULT IN
FASTEN CATS EACH END w/ SHEATHING ADDIT:ONAL ENGINEERING OR
TO TOP PLATE AND TRUSS
2x SYP#2 CONT. ATTACH 1 NSPECTION FEES.
3-0.1310" COMMON TOE NAILS w/ 0.131x3" 0 3" O.C. EDGE OF
2x MAY OVERHANG TOP PLATE. SHEARWALL-/
SHEARWALL OR_// SHEARWALL_6j S%V Bd@3"Z6" SW d@3"Z6"
EXTERIOR WALL PERFOR kTED SHEARWALL SEGMENTED SHEARWALL S71RAP KING POST 'o
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITIH 2-CS16� STRAP KING POST TO
STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 z
UPF ER TO LOWER STUDS UPPER TO LOWER STUDS
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
SW 8dO3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
7/,," Ose DIAPHRAGM FASTEN ROOF FLOOR DEC -10d 04"O.C. FLOOR
TO NAILER w/ (1) ROW 8d TRUSS. 2x4 SPF#2 CONTINUOUS 2!� 22V TRUSS. END STUDS TO FOUNDA71ON END STUDS TO FOUNDATION HEADER DOWN CO'�%IECTION HEADER UP CONNECTION U
0 3" D.C. FASTEN TO TOP-- LEDGER FASTENED TV; 8dO3/6: HTT5 OR HDU5 8dO3/6: HTT5 OR HDU5
OWS TRUSS WEBS WITH SOLE PLATE AN011ORS SOLE PLATE ANOiORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
PLATE w/ (2) R CALL OUT CALL OUT
OF 8d 0 3" O.C. w/3-0.131x3" 5±IEARWALL NOTES: TEE SCH17-DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O 4<
FLOOR COMMON. 4 1. AT ROOF TRUSS, A H2.5T 0 32* O.C. TOP BOT A LS18 0 32" O.C.
2x4 SPF I V V SHEARWALL NOTES
ND ING CONTRACTOR MAY
B SEE PLAN 8 SEE PLAN
SYP#2 2x4 NAILER FASTENE ALL AROUND CHOOSE A,B,C,D, OR G. 1. PROVIDE 3(6" OSB SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. Uj
C (1)MSTA24 STRAPS C (2)CS16 STRAPS
TO TRUSS BOT. CHORD w FASTEN CATS EACH END SYP#2 CATS AT 12' PROVIDE 2x BLOCKING AT ALL PANEL EDGES. I
(2) ROWS 0.1310" 0 3" O.C. 3-0.131x3" NAILS 0 6" O.C. D.C. FASTENED TO TOP 2. USE ALTERNATE A. DERS MAY SERVE AS D FULL HGT THREADED ROD SEt�PLAN D FULL HGT THREADED ROD SEE PLAN
INTERIOR PLATE w/ 4-0.13lx3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEA
SHEARWALL.-- COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASC (U.O.N) OR HTT4 HOLD DOM AT BASE (U.O.N)
Sw-2-// 1 SHEARWALL OR
-// +- TRUSSES.
5-16d NAILS EXTERIOR WALL FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S0.1
(TYPICAL)
ALTERNATE Q ALTERNATE E 3. USE ALTERNATE U
ALTERNATE F E & FFOR FLOOR 4. INSTALL INTERIOR FOOT]qG BELOW SHEARWALL PER DETAILS ON S1.O
ILIEUaa-AIIACHMENT z
--N\ JEARWALL ELEVATION HEADER TIE DOWN
S H r6 TYPICAL S1
t-5 EARWALL ATTACHMENT AT ROOF Et FLOOR \1�1 PROVIDE SOLID BLCCKING WITHIN FLOOR SYSTEM AT SW END POSTS. r3kao ji THIS DETAIL ONLY APPLIES AEN NOTED ON PLAN
\z-�1 Z
0
8d COMMON NAILS L 4-lZalUt 2x4 SYP#2 OUTLOOKERS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE ACING NOTES AND SPECIFICAB= Ln
AT 3" O.C.(TYP) ROOF NAILS (TYP.) 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTENJ TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 D
EACH END w/3-10d H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 4<
WALL STUDS WALL STUDS 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 (1)DIAGONAL BRACE PER
w/ 4-12d NAILS AT EACH RAFTER. 6-10d (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
411LB-L ROOF SHEATHING COMMONS TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER. LLJ
3.)PERMANENT PERMANENT BRACING
2X6 WHERE NOTED ON TRUSS MFR. SHOP
ANGLE BRACING APPLIED TO
ROOF TRUSS-/ ROO1 SIMPSON H3 w/ 10-8d COMMON BRACE FRONTSIDE OF WEBS. DRAWNGS. THE CONTRACTOR SHALL
DBL. SYP#2 LED NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER
SYP#2 LEDGER ATTACH 1-1--L- )GER 41 THESE STRAPS T-BRACE FASTENED TO BOTTOM CHORD BRACING
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP
MAY BE OMITTED PERPENDICULAR TO TRUSS BOTTOM
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 1.e d 0 6"O.C. CHORDS AND ATTACHED TO EACH
BLOCKING RAFTER LENGTH LENGTHS > 8'-0". T-BRACE,TO BE THE) TRUS WITH 2-8d COMMON NAILS. AT
A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE SAME SIZE, SPECIES,
PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH -7 AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS 0
0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE
VERTICAL VERTICAL GABLE BRACE. FASTEN EACH TO BE BRACED. AT END WALLS PROVIDE DIAGONALS
ROOF MEMBER. 13ETWEEN OVERF�-AMING RAFTER TRUSS SHOP DRAWING FOR QTY. AND_/ (APPROXIMATELY 45%) TO THE
REACTION LFQGFR SIZE & NAILING REACTION LEDGER SIZE & NAILING END W1 3-10d TOENAILS
0-775 2x6 w/ 5-0.1310" AND ROOF MEMBER. LOCATION. IF MORE THAN (1) LATERAL A JA XTERIOR PERPENDICULAR
1850-2345 2x8 w/ 6-1/,"Ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"Ox6" SDS SCREWS BLOCK TO DBL TOP
AS TO FORM A ZIGZAG PATTERN ALL
1251-1540 2x1O wl 10-0.1310" /-PLT W/ 2-H2.5T
CONSTRUCTED OF THE SAME BRACING
1540-1850 2x12 w/ 12-0.1310" MATERIAL. THIS REQUIRMENT IS NOT
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT I NECESSARY AT HIP ROOFS. ALSO
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. ALONG EXTERIOR WALLS PARALLEL TO
LEDGE A NOTES: WHERE A LEDGER IS INDICATED A 0.1310" TOE NAILS 0 8"O.C.
FROM BOT. CHORD OF TRUSS I BOTTOM CHORD BRACING PROVIDE
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, DIAGONALS IN THE END SPACE
TO DBL. TOP PLATE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT BETWEEN THE WALL AND THE FIRST
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. COMMONS N\"-LSTA12 @ 48- D.C. Q9. DBL TOP PLT MAXIMUM SPACING OF 20 FEET.
X-BRACE w/ 2-16d INTO BOTTOM- I TYPICAL
CHORD OF EA. TRUSS TO GABLE TRUSS BOTTOM CHORD W/
SDWC15600 0 36" D.C. OMIT IF PERMANENT TRUSS BRACING
LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN
V&jEN 8 MEN 9 ri O**N SCALE: 3/4" V-0" FIRAMING
0 S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS 0 SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. K�i MIN 2 PLY STUD- MIN 2 PLY STUD
ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
i DETAILS
'D ITS ACCEPTABLE ITS ACCEPTABLE ;,GIRDER TRUSS
TO SISTER A fTO SISTER A OR BEAM GIRDER TRUSS
h A FULL HEIGHT MIN 2 PLY W. LONG STUD 36" LONG STUD OR BEAM OFFICE COP)
WASHER 1�11 X I ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
@ 0 V1 FOLD OVER TOP PLATE\ (2)MSTA24 STRAPS 0.1310" GUN k 0.131x3" GUN NAILS (2)MTS1 2
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS (2), TS1 2
FULL HT. FASTEN w/18-10d HDU5. FASTEN-\
DOUBLE SYSTEM SHALL CONSIST OF %-0 A307 THREADED 0.
SOLE 26-10d COMONS
FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I SIMPSON DTT2Z DO NOT SCALE DIMENSID.13 FROM
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
17 THESE DRAWINGS.IF A DIMENSION 6
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE [w/8- X"XQ2"
PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2"X )67 STEEL WASHER. I UNCLEAR PEFER TO THE
SDS SCREWS o SIMPSON FULL HEI HT ARCHITECTURAL DRAWINGS OR
FASTEN WITH A NUT AND ALLOW AT LEAST 3
WALL STUD D CONTACT THE E.O.R.
LTT20B THREADED 0 \-(2)H2.5T \-(2)H2.5T
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT MINIMUM 2 PLY I;,
FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUDI 11 X* THREADED Rdb WITHIN 6" OF MINIMUM
EPDXIED 4" MIN QR GIRDER (SEE PLAN) 2 PLY AT2ND STORY LAN NAME
THREADED ROD PROVIDE A HOLE IN THE PLATE 9* LARGER THAN THE TURN TITEN HD 2 PLY-�j THREADED STUD 0
DIAMETER OF THE THREADED ROD USED. WHILE STUD AT 2ND STORY ROD EPDXIED [�W TITEN HD STUDS PROVIDE (07IRRIAN - SHINGLE
SEE PL I AN ELEVATION SINGLE CON71NUOUS RODS ARE PREFERRED, COUPLERE COUPLER TIGHT STUDS PROVIDE Y2" THREADED ROD -L-4L 2 CS18 STRAPS
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS 7.5 MIN DESIGN/DRAWN/CHECKED
/-EPDXIED 4" MIN OR ATBASE OFSTUDS
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS Y2W TITEN HD (FLOOR TO FLOOR) CS / KM /LAP
(OPTIONAL, LOCATE FULL HT ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON 11TEN HD ROD COUPLER (FLOOR TO FLOOR) MINIMUM
ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE THD37634RC (%%041") -2 PLY HOLD DOWN SEE PL0 DATE
AS NEEDED) AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS STUD ROD = DTT2Z
AVOID CONFUCTS WITH FLOOR AND WALL FRAMING. 05.26.17
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z ROD = HTT5 � SCALE
FULL HEIGHT ANCHOR INSTALLATION CHART SE0jRW OVER THE WASHEIR TO A SNUG-TWT W/8- Y4"Xi)�* HTT5 BUILT-UP P I OST BUILT-UP POST,
FLOOR CQWj0N PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS AS NOTED
WRENCH (APPROAMATELY 30 FT.-M OF 7ORQUE1 SEE PLAN. SEE PLAN.
FRAMING T) WX M SHRINKAGE AND COMPRESSION OF BUILDING i
0 @ @ (9) - i I I LVI
THREADED CONTRACTORS SHALL RE-TWTEN NUT M 30 LPA No.
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE
HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TOROILE AFIER ALL IRADES ARE TOLL-17-00507
THREADED ROD FOUNDATION, COMPLETE AND PRIOR TO INSULATM.
SEE PLAN PER PLAN. 1 3/8 14"o V,"o 2x2x'/,," 4* 4" 2" 3" [PQXj HTT5 or HDU5 QTT2Z LTT20B OPTION 1 OPTION 2 CONTROL No.
EMBEDMENT 5/8 1 -y4"0 1 '/4"0 1 3x3x'/4" 7.5" 12" , 2V _ANQh9RjRQL ALL THREADED RODS SHALL BE ALTERNATE FOR ALTERNATE FOR
DRILLED & EPDXY ANCHORED. SEE INSTALLATION 4047
DEPTH MONO STEM I MON CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ROD 5/8" FULL HEIGHT ROD �FULL HEIGHT TR CONVENTIONAL SHEET
FULL HEIGHT ANCHOR REQUIREMENTS :I
WALL SECTION THREADED ROD INSTALLATION CHART HEIGHT ROD ALTERNATE 2x4
0
H,3 QF
IN
G
Typ'
2X1 2 OR
FASTEN To
W/ 4_1 2d
2
N
R
2
A
0
.E
E
3
E
0
SHEA1
5_8(
t=9
TC
72,4
O.0
O.0
0
�ED TO
S IMP,
N IL�
A
AND
SPF#2
OCKING
OD
�T.
FULL HOLD DOWN ATTACHMENT DETAIL I*QE N��16 �G I R�DE R�/ B E�AM S�TR A�PP I N�G
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT FULL HEIGHT THREADED ROD EN NOTED ON PLAN SOA
��i ALTERNATE kswj SHEET 2 OF 9
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
SYMBOLS LEGEND
�TS16 DESIGNATES UPLIFT CONNECTION.
ffl�__
FRAMING PLAN NOTES*
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. F2R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET S9_0,
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSS Associates, Inc.
420 Qsceola Avenue
FASTENING DETAILS
Jax. Beach, Florida 32250
Ph.242-01,908 Fax. 241-9557
FL:CA# �344 SC:CA#3579
10EN 0
C
No. 7
Cn
STAT
!Z5
'STUD DIRECTLY TOP PLATE TO V%%
BELOW TRUSS
Z)UVVU_lDt)) 0 STUD SDWC15600
5 Christopher j Sabourin PE
< SO.0
T�USS TIE DOWN WITH SIMPSON SDWC FL PE#71461
ID CD K�'�SJO�NS
M rco 1100 V) co co M
Z 1 co
W ui UJ
TT' Lu ui O.W�_t
61
2x6 EXPOSED RAFTERS. FASTEN
Rafter to Top Plate shown
Truss to Top Plate similar
TO TRUSS TOP CHORD w/ A34
31
131 2x6 BLOCKING FASTENED —ANGLE. FASTEN TO BEARING Optimal 22)�
0) C:) J34\ TO TRUSS TOP CHORD, I
CY) w/ SDAC15600 SCREW.
F- A34 EA. END 0'
30*
HTS1 �1139
THD26 FIELO ALTERA-nON
T36 CONTRACTOR SHALL CONTACT LOU
THD26 _HTS1 6 STUD DIRECTLY11 PONTIGO 5 ASSOCIATES PRIOR TO
_ \_ MAKING ANY STRUCTURAL FIELD
ce) 5 2 IIBELQW TR MODIFICATIONS WHICH MAY VARY
(D - - �"Max FROM THE INTENT OF THE ORIGINAL
�.4 > (2)HTS1 6 �SO.O� 5 SO.1 CONSTRUCTION DOCUMENTS ANY
L SO.0 FIELD ALTERNATIONS MADE PRIOR TO
T38 00- T P PLATE TO
THDH283
cm N Cq C, N C\I C%4 C\1 C\I
ITIONAL ENGINEERING OR
STUD SDWC15600
BLOCKING PER X C14 C% C\I ILU LU LU
I-_ z
Er5O 4
1/S1.4 WHLRE— F/,/// 1. Sloped-roof rafters may be sloped up to and including
SHOWN _T2_1 PORCH CEILING SHEATHING a 12:12 pitch and must be 'birdsmouth" cut.
50 ,
(2)HTS16 H S16 2. Reference detail 4 for installation instructions.
-"—AT BOTTOM CHORD OF
IN
4// --- TRUSS SEE 2/SO.1.
1E_�49 71�6 SIMPSON SDWC INSTALLATION RANGE Z
N N'14�I —
N A
17
^5
N JL!
-A-L— 16 4< Lf)
E-J-48 TS
H 16-. X
JUS24
21
_Z_Z _Z-A ZI I Z
=_J48 N IV,
,/rb
Ej
Ir 11 / ILU LU Lj
LU
=�114
2 Uj
z 31
SO.1
E N
J48
N Ir =J31
STUD NOT DIRECT
I IL 0
J48 Ll E 37 BELOW TRUSS
SDWC15600
F r/
EJ 8 1 or ins a a ion an e imi
5 SDWC INSTALLATION
D
EJ48
�-O
E 37
F
V
Rafter to Top Plate shown
EJ (Truss to Top Plate similar)
IJ44
C S35
do
1 JISTUD NOT DIRECTN
LELELOW TRUSS j
J4
:132-3 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
Do not install SDWC in
H'_S1 6 /—HTS 6
2 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Mhatched area
31
0
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600
-04 r �CM �C �CO 11,CC,41 CV) SDWC15600
Co IMN 4 SCREW UNLESS OTHERWISE NOTED
C,)
P
fl
CY) co
F_ (N 14� P r2
�C r
Overhan 11 1/2' MIN
5 -a -gi> 2" MAX
SO.0
SDWC INSTALLATION RANGE
ROOF TRUSS
P
Rafter or Truss LACEMENT
X*" minimum edge
distance for full PLAN
values (with or --v
Splice may be in upper or
without a plate -lower plate
splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
X* from top plate ARCHITECTURAL DRAWINGS OR
BLOCKING splice Offset CONTACT THE E.O.R.
WHERE for full values JISTUD NOT DIRECTLIJ
SH LBELOW TRUSS J1 N NAME
ROOF TRUSS PLACEMENT PLAN
OWN--\
r TERRANO - SHINGLE
SCALE: 1/4" 1'-0"
DESIGN/,DRAWN/CHECKED
CS KIM /LAP
DATE
CS1 8 SQWC AT TOP PLATE SPLICE 05.26.17
SCALE
H2.5T AS NOTED
LPA o.
TOLL-17-00507
CONTROL No.
4047
�j GABLE BLOCKING
OFFICE COPY SHEET
'\,�.4
$1 .4
SHEET 9 OF 9
k,