1822 Atlantic Beach Drive - Structurals TYPICAL HEADELNA
DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL DOU
C- 0.131XY TOE NAILS TYPICAL TOP PLATE NAILING, PLATE WINDOW SILL SCHEDULE
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING; 2X6, 2x8 (5) NAILS 4!-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
2Q14 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2x1O, 2x12 (7) NAILS FASTEN ALL TOP PLATES W/ (16) 0.131X3" NAILS OPENING OR SILL PLATES FASTENER EACH END
SYP SPF 0.1310" END NAILS: 9" LVL, 11- LVL (7) NAILS TOGETHER w/ (3) ROWS -VENLY SPACEO 4 4'-4- (1)2x4 SPF #2 (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 .131x3 0 12" D.C. STAGGERED, I-
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) I GARAGE USP A35 450 450 (9)1 Odxl'/2 (3) 0 2x6, < 6'-4* (2)2x4 SPIF #2 (5)12d TOE NAILS
ZONE (PSF) a- = 4--65" DOOR
28.8 USP RT7 (4) 0 2x8. 14 8'-4* (3)2x4 SYP #2 1(1)A34 + (4)12d TOE NAILS
10 -34.2 SYP#2 DBL. 6
ROOF FLOOR 2 CAR USP RTBA 775 650 (5)1Odx1'/," EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, TOP PLATE. HEADER, MIN. )A35 + (4)12d TOE NAILS
+21.8 PER PLAN.
DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 (8'x7') 585 495 (5)8d EA. END SYP#2 4'-0" Ir. 12'-O-1 (3)2x SYP #2 1(1
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE USP MTW12 1195 860 (7)1Odx1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. lid
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS..
-23.9 USP HTW20 1450 1245 (12)10dx1'/2" EA. END
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (11 6'x7*) Lou Pontigo and
BOTTOM CHORD LIVE LOAD 0 psf THE VAL WIND PRESSURE PLATES AND SOLE PLATES. _[SEE 5/SO. tt ARCHED TRANSOM OPTION, Associates, Inc.
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 0. 2x-BLOCKING ONLY 4 RAISED
10 psf LIES ABOVE ARE ALLOWABLE VALUES (ASD). THE REQUIRED IF SHEARWALL.-\ :-_-_I I I I
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END HEADER 2x SPF DIAGONAL BLOCKING
DEFLEC11ON CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"0 ROD TO FTG. 3. USE SYP#2 FOR ALL r--- FASTENED w/ 3-0.131"0" 420 Osceola Avenue
SHALL BE PERMITTED DROPPED I----
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS EA. END TYPICAL.
HEADER Jax. Beach, Florida 32250
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 SHEATHING MAY EXTEND 2" -0908 Fax. 241-9557
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/,,"o ROD TO FTG. 4. ALL WALLS SHALL BE
0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. .4 -------- PAST BLOCKING- WNDOW Ph. 242
USP HTT22 5370 5370 5/8"o ROD TO FTG. BALLOON FRAMED FULL I -------- ARCHED L SYP#2 HEADER, ATTACHMENTS MUST FL:CA#8344 SC:CA#3579
WIND LOADING: USP PAU44 2535 5/."0 ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- - ----J TRANSOM PER P ANS. ANCHOR INTO 2x MATERIAL. I
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS FASTEN LOWER STUD OPTION L JACK AND I
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/a"O ROD w/ (12)16d PLAN. TO TALLER STUD w/ SEE RIGHT.
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/,"x2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE SEE PLAN.
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RIOR LOAD BEARING SCHEDULE FOR
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTE FULL HEIGHT ANCHOR
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND 10 AT TWO STORY CONDITIONS,
BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CONNE CONNECTION :
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. CTORS w/lOd MASONRY CUT NAILS @ TYPICALLY V' FULL PLATE NAILINQ, EACH END. WINDOW SILL SEE PROVIDE SOLID BLOCKING 0 \C3
BASIC WIND SPEED (ASCE 7-10) ---------- 130MPH a 48" O.C. MINIMUM. SEE HEIGHT THREADED O.131x3" TOE NAILS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL 4�1';4
S
IMPORTANCE FACTOR --------------- 1.00 4-4- UPLIFT FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O.C. UPPER LEVEL POSTS & JACK %
(3) @ 2x4, � C
MEAN ROOF HEIGHT ---------------- 25.0 FT -1 4-94- CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS (4) @ 2x6, STUDS. , 'i S
it -- .41
ROOF PITCH ------------------- 5/12 ta 0 A35 450 450 12-8dx11/2" 10446.4 1 (5) 0 2x8. 5
I SDWC15600 SCREW
BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED
H2.5T 600 520 5-8d EA. END 11478.3 AT JHEARWALLS AND PT. SYP#2 SEE B/SO.Q.
EXPOSURE CATEGORY --------------- C 4� DENOTES EDGE STRIP. INTERIOR BEARIN(L_WALLL:-- S 7-A
1 STUCCO FINISH.
r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FOR STL D SIZE SOLE PLATE. F
------------ENCLOSED A%
ENCLOSURE CLASSIFICATION ABOVE FOR 'a' DIMENSION AND O.C. SPACING. A
INTERNAL PRESSURE COEFFICIENT .18 MTS12 1000 860 7-10dxll'/�" EA. END__ 0456.3 WALL SHEATHING IT I I I I N11 I
HTS20 1450 1245 24-10dxl I/," EA. END 13872.3 CONTINUOUS BLOCKING \-SEE DETAIL 1/SO.1
L
MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING FOUNDATION, SEE PLAN
16d COMMONS OPTIONS. -
MATERIAL SPECIFICATIONS a MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. 0 8" O.(L� 12" Christopher J',Sabourin P E
I ' -MAX.- MIN.- PIATE
r- WALL FRAMING AT WALL FRAMING AT ANCHOR7
18-16d TO TRUSS/BEAM FLOOR SHEATHING,, FL� P E#71461
HTT4 3450 3080 TI PLATE CHA IN RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE
HARDWARE AND ANCHORS: SEE $PECIFICA ON
11496.2 8d 0 3" PLATE BREAK
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 1-5/."0 ROE) TO FTG. I
ASTM A 307 OR ASTM F 1554 GRADE 36. r I . BUILDER MAY CHOOSE EITHER THEDROPPED
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEA1l I I HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT OISIONS DATE
SCOPE OF SERVICE HTT5 5250 4670 11496.2 F---- -- DROPPED HEADER CONDITION
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/8"o ROD TO FTG. TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO
6-10d TO HEADER
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS* LUS28 930 780 4-10d TO JOIST 10655.113 2 1 7 �-O
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SOLE PLATE ANCHOR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
LARGER THAN REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. HU410 905 --J
785 10531.36 Q& HOLD DOWN.
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST
ABU44
3x3x)/4" SLOTTED
(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. SEE 1/SO.1.
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. 2200 '%,"o ROD EPDXIED 6" MN 10849.6 TOP PLATE. SEE 5/SO 0. WASHER PUSHED
(DUAL CARTRIDGE INSTALLATION ONLY): 1 -7 //--TO OUTSIDE BUTT J INT
EPDXY- ITW RED HEAD A7 ABU66 2300 5/."o ROD EPDXIED 6" M N 10849.6 BLOCKINJ ONLY REQUIRED 2 3004"' SLOTTED FACE OF WALL.
REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESIP NSIBILITIESe SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT HEARWALLS AND WALL SHEATHING WASHER PUSHED
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
STRUCTURAL STEEL: SHALL BE ASTIM A992, GRADE 50. STUCCO FINISH. //-To OUTSIDE
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/1OST SEE DETAIL 1/SD.1 FACE OF WALL. 1/' FIELQ ALTERATION
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 /'-FOR SPLICING PLAN VIEW
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"o ROD TO FTG. OPTIONS. -RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU
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 d 12" BOUNDARY OF SEE GENERAL NOTES. PONTIGO a ASSOCIATES PRIOR TO
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED. TRUSS-TO-TRUSS CONNECTION, AND ANY i )�" THREADED ROD I " _ SHEATHING. NtAKING ANY STRUCTURAL FIELD
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 11705 11705 13-8d 10852.1 SHEATHING EPDXIED 4" OR )�"OW PT. SYP#2 MAX. MIN. i MODIFICATIONS WHICH MAY VARY
TO BE SIMPSON TITEN HID. SILL PLATE. EXAMPLE OF PANEL FROM THE INTENT OF THE ORIGINAL
F CONSTRUCTION DOCUMENTS.ANY
11171 A CONTINUOUS EDGE w/ BLOC ING FIELD ALTERNATIONS MADE PRIOR TO
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING SOLE �.ATE BREAK. WHERE REQUIRE�BY---,,' BEING APPROVED BY LOU PONTIGO a
TOP PLATE. WALL:_5EE SCHEDULE I
SECTION VIEW GENERAL N TIES. ASSOCIATES MAY RESULT IN
FOR ETUD SIZE ADDITIONAL ENGINEERING OR
FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING.
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- D.C. EDGE & FIELD . . .. . . . . . . . . .. . .
WALL SHEATHING TO
,I SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SFACING, AT
ROOF SHEATHING SPECIFICATION& RAISE )6* FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGE
aaU2L- MIN. T
24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SEE DETA LS S EE DETAILS ANCHOR GENERALN ES.
8d 0 3" [-BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
S1.01 ON S11.011 PLAN AND FASTEN )!rO EPDXY 42* 24" 3x3xO.229" 4" -2,Y4'
32/16, APA RATED PLYWOOD SHEATHING, NAILED w -LD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0* OF ROOF EDGE). w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED
DLF_ - MIN. 15/32 0.113x2" RING SHANK @ 6" D.C. EDGE & 6" O.C.AQE
F 1 17- r J�%6* TITIEN HD 42 24" 3x3xO.229" 4)j" 2y4"
11 1 1 (UNBLOCKED) PANEL EDGE--
METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6",O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF E )GE).
(TYPICAQ.
WALL SHEATHING SPECAFICATIONS: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO
NOTES:
24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE
FLEXIBLE FINISH-MIN.
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L i L -j L------- SUPPORT IS 6" O.C. MAX.--� ROOF U
STUCCO FINISH-MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGI�AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED.
. - --,I--�4 (LION). TRUSSES, OR Uj
MASONRY SPECIFICATIONS* SINGLE STORY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"X)/4" PLATE WASHER, A YXYXI/," W/ 11/,"o ROUND FLOOR JOISTS.
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1 5 GROUT SHALL BE K ACCORDANCE NTH ASTM C476 NTH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. Uj C)
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. XTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE IN MORTAR MAY BE USED IN BRICK VENEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. /14--'\ROOF� AND FLOOR SHEATHING NAILING
i j/�1 TYP. WALL SECTIONS r3 SOLE PLATE ANCHOR DETAIL SCHEDULE SCALE:! 3/4" 1'-0"
CONCRETE MASONRY UNITS (CMU): V2 TR-X. 1 11,�-O SCALE: 3/4' 1'-0* 111�0
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGRT,- i MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL ��-O
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONR-'? 1�[NJHE WALL HEIGHT EXCEEDS 5-0". U Uj
MASONRY STEMWALL& ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW"' MA5b%L.UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOqD SHALL NOT BE 14"
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, `111111`11111111111%j�tRMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINF:)RCED FULL HEIGHT 0FF1Trt%f2E: Copy
z
WITH - #4 @ 4'-0- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERIJECqWS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW 0. 10d APPOr.-twd By Permit
NAILS @ 8 D.C.-\ esk
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C."IfIRMCALLY. (EVERYOTHER COURSE), AND VERTICAL REINF. SHALL BE INCREA3ED AS NOTED ON 2 PLY. STAGGERED Building De art
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. t
SIMPSON 0 FL 0 n
cm cli
11011yolm .,
CLAY MASONRY (BRICK): SDWC1 3 PLY BEAM. 4.14
SM R '�'�2x4 MEMBERS: EACH END w/3-10d
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 VER1. (4) ROWS 12d NAILS 0 4" O.C.
CONCRETE SPECIFICATIONS- DETAILS. To 'fop OF TRUSS AS S1111OWN. 4 AT 12" D.C.
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 AT 28 DAYS PROWDE 2x4 BLOCKING
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZONTAL JOINTS. EA. SIDE. 2x6 MEMBERS
GENERAL NOTES* ROOF SHEATHING, SEE (3) ROWS 12d (2) ROW OF 10d STUD BELOW
I-011 SPECIFICATIONS BELOW. AT 12* O.C. NAILS 0 4" O.C. LOWER TOP 4-10d
HEEL ;i, I STAGGERED PLATE AT BREAK. OVER LAP DOUBLE
FOOTING AND FOUNDATION& PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES.
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDEE TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ORTHQGONAL VIEW WALL INTERSECTION
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OC CUR 1W A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- 2x4 OR 2x6 POST 2x8 PQ5T OF! CORNER CONDITIONS <
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557, NTH GAP SHOWN. a.
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION I-ROM THE (3)ROWS OF 5- (3)ROWS OF 6-Y4- 0
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD z
SEE ROOF
FASTENERS 0 24"o.c FASTENERS 0 24"o.c
AS SHOWN AS SHOWN
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 ALLCONTINUOUS FOOTINGS PROVIDE #3 048" O.C. OR ROD CHAIRS. FRAMING SIMPSON
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, lMINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR r-- i CORNER WALL INTERSECT10N
BAR DIAMETERS DETAILS. SHEATHING MAY !LSDWC15600 CONDITIONS
SIMPSON TERMINATE AT SIMPSONJ 1 SEEROOF 3-PLY
CONCRETE SLABS ON GRAIDEP TOP OF DBL. SDWC1 5600 RAMING 4-PLY NOTES:
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, 4OMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENTIFOR PREVENTION OF SUBTERRANEAN SDWC15600 TOP PLATE. SEE NOTE 1. PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS.
TERMITES. SAWCUTS: CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETIt PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1. --1- IvIll, DETAILS. 14" LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" D.C. VERTICAL. 0
3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 0
WOOD FRAMING SPEanCAnONSs 5" < HEEL < 1'-Ow J2d)ICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION'., LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5* 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE U
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENER!;SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTE14ERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN.
STAINLESS STEEL. 1. TOP PLATE TO STUD SDNC: ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS.
2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD SPACE 0 48' O.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 WITH NFPA, TPI, AND AITIC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALI. TRUSSES AS -'%\ INTERSECTIONS STUDS CONFIGURATIONS
r5--'� ROOF TRUSS CONNECTION BUILT-UP MEMBER FASTENING r7
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COqMENTARY` AND r6
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS. SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. MEN USING (2) STRAPS ON
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. \1
KING STUD TO TOP PLATE: TRUSS TO PLATE:
ROOF COVERING SPECIFICATION& SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: 11 SDWC SCREW DESIGN
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 SHINGSASHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED SEE DETAIL AT RIGHT. NOT REQUIRED
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 WITH ASTM E1514 AND 13E INSTALLED THAN 4'-6" FOR CABLE ENDS. 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. KING STUD TO TOP PLATE: CRTEMA
SDWC15600 SCREW TOP PLATE TO HEADER FASTENING:
WATERPROOFING: NOT REQUIRED AT GABLE-,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED 'AND
THAN 4'-6" OR GABLE ENDS. 0
6 0 A
PLATE TO HEADER: GENEIk./-%L
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREV ATIONS KING & JACK KING & JACK SDWC SCREW 0
CONNECTION STUDS SEE PLAN- STUDS SEE PLAN 24" O.C.
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRIG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILr-UP POST IN THE WALL (2)12d TOE HEAD NOTES
OR SILL
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE HEAD SILL
L31/2x31/,,x1/. 4 6'-0' GABLE X-BRACE, SEE DETAIL 10/S0.1 (MIN) SCHEDULE DASEE\ 2X6 WALL DO NOT SC,ALE DIMENSIONS FROM
PLAT SS TO THESE DRAWINGS.IF A DIMENSION IS
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 6. TRU
L4x31/2"X1/4 8'-0' (2)2x8-1/2 HEA)ER SIZE, JACK AND SCHEDULE PLATE: SDWC UNCLEAR REFER TO THE
DESIGNATES SHEARWALL. THE KING STUD QUANTITY. ROUGH OPN'G, SEE ARCH.
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS 61, HEAD OR SILL KING STUD TO FRAMI BELOW- SCREW ARCHITECTURAL DRAWINGS OR
io'-o" HIDDEN LINE DESIGNATES SIDE OF CONTACT THE E.O.R.
PLA-ES- SEE CS18 STRAP w/6--10dx%" ROUGH OPN'G, SEE ARCH. i
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL @ 6- WALL THE SHEARWALL SHEATHING
L6 x 31/2"X 1/4 6- 12'-0" TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS SW 3-/6- DESIGNATES 8d COMMONS 0 3* KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR PLAN NAME
1-701/2"XI/4 6- 16'-0" D.C. EDGE & 6" D.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING.JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ r CATALI�p NA - COASTAL
SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER:
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 DESIGN/IDRAWN/CHECKED
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM - BEAM MANUF - THAN 8' OR OPENINGS LESS 24" D.C. 2X4 WALL CS KM /LAP
PAINT. WEATHER MONO - Monolithic WALLS THAN 3'-6"
ADJ - ADJACENT LG - Long Manufactu[e GABLE ENDS OR 2-STORY
(3-8d) 3-GUN NAILS BOT - BOTTOM DATE
2. LINTEL MORE THAN :10.03.17
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 0
BE LATERALLY SUPPORTED NOT TO Perpendicuk r
DBL DOUBLE PERP 11 . 11 1 A I
RAFTER TO PLATE TOE NAIL 8'-0". SHOULD BARRIER BRG BEARING OC - On Center HEADER FASTENING SECTION
CMU CONCRETE MASONRY UNIT OSB - Oriented Strand Board
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-/40" WD. DIA DIAMETER PRE ENG - Pre Eng neered I KING STUD TO FRAMING BELOW: SCALE
DE A LINTEL CS18 STRAP W/6-101)Xl)�" �S NOTED
SCREWS INTO HEADER PROM ATTACHMENT EA - EACH PSF Pounds per Square Foot
CONT. HEADER.,TWO PIECES FACE NAIL 16dO 16" D.C. @ EDGE
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE 1 LPA No.
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL.
BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: TOLL-17-00908
STUD TO SOLE PLATE 3. BRICK VENEER ATTACHMENT- EQ - EQUAL QT - Quick Tie SOLE PLATE C0114NECTOR �,LE PLATE ANCHOR STRAPPING NOT REQUIRED_,Z
TOE NAIL (3-16d) 4-GUN NAILS -U- w/8-10d COMMONS GABLE ENDS OR
HORIZONTAL TIES 0 24* D.C., VERT. EXT - EXTERIOR REINIF - Reinforce LOCATED WITHIN 6" OF STUD PER SCHEDULE AT LOWER LEVEL HEADERS TRUSSES LESS
JACK cbNTROL No.
SOLE PLATE TO.JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ B" TIES @ 12" O.C.. (FOR 11Ornph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SIF - Square Foot PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY THAN 8' OR OPENINGS LESS 6343
WINU-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine F jr HOLD DOWN IS SPECIFIED SINGLE STORY MULTI STORY
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - Southern Yellow Pine (STACKED WINDO (UNSTACKED WINDOWS) THAN 3'-6" SHEET
3'xO.131"0 = GUN NAILS 2"x(3.11113"O = RINK SHANK 12" OF OPENINGS. PROVIDE3/16"0 WEEP FTG - FOOTING THRU - Through
21/,"xO.131"0 = 8d HDR - HEADER TYP - Typical TY
2"xO.113"0 = 6d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION MEW HORIZ - HORIZONTAL LION - Unless Other e Noted r8 PICAL HE,60ER STRAPPING
3"xO.148"0 = 10d 3/2"xO.162"0 = 16d FLASHING. OF BRICK LINTEL LEIS POUNDS VERT Vertical
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SHEET 1 OF 9
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE w/ 10d 0 4" O.C.
PLATE w/ 1 Od 0 3" O.0 WALL SHEATHIN STUD WALL FRAMING
8d COMMON WIRE NAILS1i I- wl 2x SOLID BLOCKING
i ��' AT SHEATHING EDGE
TO BLOCKING 0 3" O.C.;
6"
T
M
BLOCKING ONLY REQUIRED DBL. TOP A NOTCH HEADER
AT SHEARWALLS AND rn;4' L PLATE ;1L I BE OW TOP PLATE
STUCCO FINISH A 2x4 BLOCKING BETWEEN EA.
5-8d COM RCH SHEATHING, HEADER TRUSS. ATTACH AT EACH WALL Lou �ontigo a In d
EACH SIDE -E SPECIFICATIONS STUD wl 3-16 NAILS AT EA. Ass6ci a tes, Inc.
S PORCH
OF SPLICE 16d COMMONS rB---LOW ERD- FRAMING INTERSECTION. (MIN. OF
16d COMMONS I 2x4 SYP#2 HORIZ. BRACING 0 8-GUN NAILS- HEADER,
0 8" 0.C. SHEATHING SPLICE 0 8" 0.C. I 6-16d BETWEEN EACH TRUSS)
24" O.C. BETWEEN OUTER WALL- PORCH PARALLE HEADER & SUPPORT FULL HEIGHT SEE PLAN. 420 Osceola Avenue
& FIRST INTERIOR TRUSS. NAIL TO WALL E2.CH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Jax. Bea!0, Florida 32250
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.13lx3" NAILS PERPEN )ICULLR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICULAR TRUSS Ph. 242-0008 Fax. 241-9557
BOARD (TYP) IN BOARD (TYP) 3" O.C. (TYP) TO I t6LL BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 SC: CA#3579
EACH SIDE FLOOR TOPORCH HEADER. DETAIL B WALL
FLOOR FLOOR OF SPLICE TRUSS -------- 2S. OPTION A SHEATHING-\
TRUSSES TRUSSES 24" 16 GUAGE POST BASE:
OR OR JOIST. 2x4 SYP#2 STRAP w/11- POST 24" 16 GUAGE 4x4 POST-ABU44 STUD WALL FRAMING
SHEATHING SPLICE DIAGONAL
w 2x SO
ID BLOCKING
AT SHEATH
FASTEN EA. 10dxlX" EA. END LSTA12 FOLDED OVER TOP ING EDGE
DOUBLE TOP PLATE 8d COMMON WIRE NAILS
JOIST. END w/ 10dxl)�" EA. END BELOW STRAP w/11- 6x6 POST:ABU66-\ PLATE w/5-10d NAILS
-X" OSB or PLYWOOD PORCH. CONTINUOUS OVER-
3-10d COMMONS I I INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C.
RIM BOARD Y4* --- PORCH HEADER, SLAB 6" HEADER NAILS INTO BEAM. SPACE viow&,
SHORTER THAN SEE PLAN HTS16 MAX-)S ----------
0 48" O.C. OMIT IF WALL
CEILING
I FLOOR SYSTEM. ALIGN
WALL FRAMING WALL FRAMING WALL FRAMING 13TRAPS 4 R:OD*�J _L. SHEATHING IS INSTALLED
VERTICAL JOINTS NTH LINE IN I -A ROOF TRUSS
STRAPS EPDXIED 6" MIN ON FACE OF BEAM
SHEATHING SPLICE WALL SHEATHING OR JOIST-,,,, N6. 7,
0
4L JOINTS INSTALL FLOOR TO FOR PERPENDICULA 3
OOR STRAPPING PER S
BII;�. NG ONLY REQUIRED FL PLAN MEW PLAN EW OF ELEVATION MEW OF Ir w
-8d COM TRUSS CONNECTION Z
5
!AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PORCH HEA PORCH JEADER PORCH HEADER B-GUN
SEE DETAIL B ABOVE
STUCCO FINISH OF SPLICE AT CORNER AT P2aE AT POST NAILS CONTINUOUS 2x6 SYP#2 S7-A77E
OPTION 1 OPTION 2 FULL HEIGHT LEDGER FASTEN WITH
ANCHOR OR DTT2Z
5-0.13lx3" EA. STUD.
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHE SPECIFICATION& HOLD DOWN AT MIN. (2)2x4 WOOD OR 10
GYPSUM (WA R PROOF) GREEN R NAILS 0 6" O.C. EDGE & FIELD BASE OF POST **-ft........
BOAR w/ 5d COOLIE BELOW. & (1) ADJ. PARALLEL TRUSS " -- r jee
NOTE 1: OR OP QbI TOPORCH HEADER. .10 1
Skzke .
Ou
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) OSB OR PLYWOOD, w/ Bd COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A C h r i s ourin PE
2. CONTRACTOR SHAH OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
F L[ P E#71 4 61
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS WHEN 4 WALLADJ. TO ROOF CONNECTION
r2 TYPICAL PORCH FRAMING DETAILS TYPICAL PORCH BEAM CONNECTION
%JILU S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF �ISIONS DATE
1-1 ZO, AND WALL SHEATHING AND STUD FRAMING.
SEE DEUIL 5/SO.1 FOR
,,DIAPHR�GM ATTACHMENT\
WHERE PPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
SYP#2 2x4 NAILER FASTENED TO TRUSS
2x4 SYP#2 CATS AT 12 FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF ----- 11 FIELD�ALTERATION
O.C. FASTENED TO TOP ,'-ROOF TRUSS. TRUSS- SE WC 15600 it --------- t----------t CONTRACTOR SHALL CONTACT LOU
ROOF 4 -4 4----------44 2-SIMPSON H2.5T-j
TRUSS.-\-4- BOT CHORD w/ 0.131x3" 0 3' O.C. I AD I
11 V, /SHEATHING FASTENED TO IG� I PONTIGO El ASSOCIATES PRIOR TO
PLATE w/ 4-0.1310,. 0 32" O.C. 1 11 11 MAKING A, Y STRUCTURAL FIELD
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. S(REWS U MODIFICATIONS WHICH MAY VARY
t , 11 FROM
SHEARWALL 0 CONSTRUC:: ION DOCUMENTS.ANY
r-\ fj
2x SYP#2 CONT. ATTACH OSB WALL FIELD ALTERNATIONS MADE PRIOR To
FASTEN CATS EACH END w/-7- TO TOP PLATE AND TRUSS SIEATHING 3B I V BEING APPROVED 13Y LOU PONTIGO a
3-0.131x3" COMMON TOE NAILS V - J-10 . '-Q QJ /,-(D ASSOCIATES MAY RESULT IN
w/ O.131x3" @ 3" O.C. EDGE OF L14 ADDITIONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-// INSPECTION FEES.
SHEARWALL ORJ,,,�, SHEARWALL
EXTERIOR WALL S 8d�Ulp/6 19 SW 8d@3"/6"
PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G
%. OST TO
POST BELOW WITH 2-CS16j STRAP KING P
M Lamm STU STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS167
(31- DS (A)- UPPER TO LOWER STUDS
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
7A." OSB DIAPHRAGM FASTEN ROOF FLOOR D CK-\ 10d 04"O.C. SW 8d0V6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS
TO NAILER w/ (1) ROW 8d TRUSS. ------ ...... FLOOR ANCHORS ARE NOTUSED
2x4 SPF#2 CONTINUOUS TRUSS. - END STUDS - END STUDS TO FOUNDATION
0 3' O.C. FASTEN TO TOP- LEDGER FASTENED W 8dO3 t6: HTT5 P HDU5 W 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION
PLATE w/ (2) ROWS TRUSS WEBS WITH--- "k
CONNECTION
OF 8d 0 3" O.C. som PLATE ANWORS SOLE PLATE ANCHORS CONNECTION
OMMON. TEE SCH15DULE ON DETAIL 3/SO.O E-SCHEDULE ON DETAIL 3/SO.O CALL OUT UPLIFT CONNECTOR
w/3-0.131x3" UPLIFT CONNECTOR
SHEARWALL N jf3L TE CALL OUT U
F FLOOR C 1 1:
2x4 SP 1. AT ROOF TF LISS,
SYP#2 2x4 NAILER FASTENED ALL AROUN FRAMING .1 TT I 75Z .
CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32* O.C. TOP BOT A LS18 0 32" O.C.
CHOOSE A,B,C,), OR G. 1. PROVIDE 3fe" OSB SHEATHING WITH 8d COMMONS � 3" O.C. AT PANEL BOUNDARIES AND 6* IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END W/j SYP#2 CATS AT 12- PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
(2) ROWS 0.1310- 0 3- O.C. INTERIOR 3-0.1310" NAILS 0 6" O-C. D.C. FASTENED TO TOP 2. USE ALTERI, ATE A. (1)MSTA24 STRAPS C (I)CS16 STRAPS un
SW-2-// SHEARWALL.- PLATE w/ 4-0.1310" AT EXTERIOR WALLS 2- PROVIDE A MINIMUM OF 2 STUDS EACH END OF S AEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS FULL HGT THREADED ROD SEE fLAN D FULL HGT THREADED ROD SEE PLAN
SHEARWALL OR COMMON. ENDING BETWEEN ROOF END POSTS FORSW. OR HTT4 HOLD DOWN AT BASE ON) OR HTT4 HOLD DOWN AT BASE (U.O.N)
5-16&,NA1LS--- EXTERIOR WALL TRUSSES. NUU.
J
TYPICA 3. FASTEN ALL INTERIOR SW TO, ROOF OR FLOOR TRI SSES PER 5/SO.1
ALTERNATE Q ALTERNATE E ( e 3. USE ALTERNATE
ALTERNATE F Li
FLOOR 4. INSTALL INTERIOR FOOT114G BELOW14HEARWALL PEI DETAILS ON S1.O LLJ
.[E & F FOR
jRQSS ATTACFMEUL-J,
1� 7
TYPICAL SHEARWALL ELEVATION HEADER TIE DOWN z
S H EARWALLATTACHMENTATROOF Et FLOOR r-6 WHEN 7
t-5
\'S0.1/ PROVIDE SOUD B1 0
ArNG WITHIN FLOOR SYSI�M AT SW END POSTS. SOA THIS DETAIL ONLY APPLIES WHEN NOTED dftPLAN
I X F--.\ X X
MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIj!
8d COMMON NAILS L 4-12d TO S. Ln
ROOF NAILS (TY:).) L 2x4 SYP#2 TLOOKERS SINGLE RRACING NOTES AND SPECIFICA71ONS
AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN TRUSS @ 24" D.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
EACH END w/3-10d-j m FOR T-BRACE SHALL BE 1x4 SYP#3
H3 OR H2.5T I-LIRRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUT[O-OKER TO FRUSS.
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW (LION)
w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER
ROOF SHEATHING COAMONS (4) TRUSSES APPLI D 2.)BRACING LUMBER SHALL INTERSECT
TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN.
DELEGATED TRUSS ENGINEER.
Uj
2X6 3.)PERMANENT PERMANENT BRACING
WHERE NOTED ON TRUSS MFR. SHOP
BRACE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
ROOF TRUSSJ ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON ANGLE BRACING APPLIED TO z
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGE LI,-i
PROVIDE 1x4 SYP#3 OR BETTER
AND LEDGER TO ROOF MEMBER. I I I I
TO EACH STUD, PER ATTACH -T Jr) NAILS FROM RAFTER TO LEDGER THESE STRAPS
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHII*; UP T-BRACE FASTENED TO BOTTOM CHORD BRACING
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRO5S. PERPENDICULAR TO TRUSS BOTTOM
81-011. WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH
B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > T-BRACE TO BE THE
A-SINGLE LEDGER TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE, SPECIES,
VERTICAL VERTICAL 2X4 #2 SYP BLO 0 EACH I I GABLE END WALLS PROVIDE DIAGONALS
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER /-GABLE BRACE. F TEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS 0
AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. N
0-775 2x6 w/ 5-0.131 x3" 1850-2345 2x8 w/ 6-1/4"Ox6" SDS SCREWS END W1 3-10d T ---NAILS (APPROXIMATELY 457.) TO THE 0
LOCATION. LE MORE THAN (1) LATERAL
776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"OW SOS SCREWS ADJACENT EXTERIOR PERPENDICULAR
13LOCK TO DBL BRACE IS NEEDED, OVERLAP BRACE
WALL BETWEEN EACH LINE OF BRACING
1251-1540 2x1O w 10-0.1310" A OWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.1310" FPLT W/ 2-H2.51�
CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 0.1310" TOE NA S 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, ALONG EXTERIOR WALLS PARALLEL TO
FROM BOT. CHORE OF TRUSS r BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT DBL. TOP PL
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE To DIAGONALS IN THE END SPACE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-1 Odij BETWEEN THE WALL AND THE FIRST
X-BRACE w/ 2-16d INTO BOTTOM I LSTA12 @ 4E ; O.C. QR. DBL TOP PILT LINE OF BOTTOM CHORD BRACING AT A
COMMONS To JSS BOTTOM MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. GABLE TF CHORD W/ T YPICAL
SDWC1 5600 D.C. OMIT IF
�8 LEDGERCONNECTION WEN DECK LEDGER AT OVERFRAME RAFTERS GA LE END BRACING SH 6 PERMANENT TRUSS BRACING
rymEN E EATHING C PRLAPS GABLE 12* MIN 11 A
0 S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS SO.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. FINJINMING
ENGINEER. NOT SHOWN FOR CLARITY NOTES: 1. S>ACE GABLE END BRACING 0 4'-6* MAX. \'.�i SCALE: 3/4" 1'-0' MIN 2 PLY STUD MIN 2 PLY STUD
2. ALL MATERIAL TO BE SYP#2
D IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE DPT,&ILS
IGIRDER TRUSS
K A TO SISTER A TO SISTER A i
FULL HEIGHT OR BEAM GIRDER TRUSS
WASHER PLAN 1XI MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM
ANCHORING SPECIFICATIONS (I)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
7/
FOLD OVER TOP PLATE-\\ (2)MSTA24 STRAPS I
@ ANCHORING SYSTEM: THE THREADED ROD ANCHORING SIMPSON HTT5 OR 0.1310" GUN 11 -fO.131x3" GUN NAILS
DOUBLE FULL HT SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d FOLD OVER TOP PLATE NAILS (2)MTS1 2
HDU5. FASTEN-\
SOLE FASTEN w/18-10d (2)MTS12
UPLIFT FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE CID 0.
PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE 26-10d MONS
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SIMPSON DTT2Z Do NOT SC I ALE DIMENSIONS FROM
PLATE SEE PLAN THESE DRAWINGS.IF A DIMENSION IS
TOP PLATE, PROVIDE A 2"X 2"X )6" STEEL WASHER. /FW/8- Y4"Xly2" UNCLEAR REFER TO THE
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SIDS SCREWS
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) i lo. \_SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
%" FULL HEIGHT MINIMUM 2 PLY I LTT20B THREADED ROD T T CONTACT THE E.O.R.
FULL HEIGHT ROD I
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM STUD Y2" THREADED ROD WITHIN 6" OF MINIMUM
STORY AT2ND STORY
...... /-COUPLER TIGHT STUDS PROVIDE ROD EPDXIED I STUDS PROVIDE
(9) 0 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES )�" THREADED ROD r CATALINA - CO
THREADED ROD PROVIDE A HOLE IN THE PLATE 14* LARGER THAN THE 2 PLY EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY PLAN NAME
SEE PLAN i ELEVA110N DIAMETER OF THE THREADED ROD USED. WILE TURN TITEN HD AT 2ND THREADED I
I SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS AGAINST PLATE STUD I I .. IY2x6" TITEN HID STUD) 2 CS18 STRAPS ASTAL
STEEL COUPLER I CS18 STRAPS 7.5" MIN
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE I . I /-EPDXIED 4" MIN OR v
(OPTIONAL, LOCATE FULL HT. AT BASE STUDS I AT BASE OF STUDS DESIGN/DRAWN/CHECKED
ROD SHALL BE INSTALLED APPROXIMATELY CENTERED
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) I Y2x6" TITEN HD (FLOOR TO FLOOR) CS KM /LAP
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (%"x04'*) MINIMUM DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLAN
THE NUT ABOW THE UPPOtM(W PLATE SHAU. BE SIMPSON DTT2Z /-STUD /-% ROD = DTT2Z
FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SWO-TIONT 10.03.17
OR CONDITION PLUS ONE-HALF TURN OF A STANDARD W/8- Y4"XlV HTT5 %" ROD = HTT5
FLO SIDS SCREWS SCALE
FRAMING VW4CH (APPROAMATELY 30 FT.-M OF TORQUIE). BUILT-UP POST BUILT-UP POST,-
THREADED 0 @ T) T) DUE TO SHMNKAGE AND COMPRESSION OF SUR&M SEE PLAN. SEE PLAN. S NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CON7RACTCRS SHALL RE-TIGHTEN NUT M 30 iL
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LSS. OF TORQUE AFTER ALL TRADES ARE PA No.
.0 COMPLETE AND PRIOR 70 INISULATION.
SEE PLAN PER PLAN. 3/8 '/2 1/2" "o 2x2x'/8" 4' 4" 2' 3' TO'1 -17-00908
EMBEDMENT 5/8 Vo 3/4"0 3x3x'/4- 7.5" 12" 3* EPDXY ANCHORINQL ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT22 LTT206 i
DEPTH , 2)r DRILLED & EPDXY ANCHORED. SEE INSTALLATION LIE NAf FOR ALTERNATE FOR OPTION 1 OPTION 2 CONTROL No.
IMONO STEM IMONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE
FULL H 6343
FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD EULL HEIGHT TR CONVENTIONAL i
SHEET
WALL SECTION THREADED ROD INSTALLATION CHART
FULL HEIGHT ROD ALTERNATE
-1 T.
75zil
TtS,HE'Al
102)
IT,
'A (WA R
LL
EE NS
9&�SANAOALLI
7
S
0 Z
BLOCKING
6L�C
"'fLPANEL
1/1 77�_/
7
D <
r/
12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 173� ATTACHMENT FULL EIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL GIRDER BEAM STRAPPING so.]
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN V0.1) ALTE NATE �SO.1/ 0
SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHE�T 2 OF 9
OVERLAP SIDEWALL OVERLAP SIDEWALL
TOP PLATE TOP PLATE
OVERLAP SIDEWALL ALWA PLACE i
. . . . . . . ALWAYS PLA E HEADER AT
TOP PLATE 7
HEADER AT TOP OF ROUGH
5/s"O THREADED ROD
GARAGE . . . . . .. .—.'
TOP OF ROUGH OPENING
OPENING
HEADER . . . . . . . . . . . . . . . . w/30x/4" PLATE (2)20 a STRAPS
(2)20ga STRAPS . . . . . . . . . . . . . . . . . HEADE TO JACK—-, . . . . . . . . . . . HTT5 w/
ALWAYS PLACE GOAL POST. FASTEN TO STUD HEADER TO JACK- --- - - - - - - - - - - - - - HTT5 W/ . . . . . . . . 5/s" THREADED ROD
. . ."'I . . . . . . . . . Lou Pontigo and
HEADER AT F PACK WITH 2—ROWS OF 16d . . . . . . . . . . . . %" THREADED ROD
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . . . . . . . . . . . . . . . /�EPDXIED 12"
EPDXIED 12" ... fo-V Assoiciates, I nc.
OPENING --- yo-1 ...
V�2)20ga STRAPS
EXTEND HEADER TO
HEADER TO JACK ATTACH GARAGE DOOR THRU 517tl
A [EXTEND HEADER TO ... 2x4 BLOCKING TOE NAILS (2 EA. SIDE) 420 9sceola Avenue
UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 4-0.131 x
(2)2x6 KING STUDS F1 FAR SIDE OF WALL �--6x(5 PO T AS SHOWN.
HTT5 W/ H3 0 EA. 2x+ OUTLOOKER NOTE(& jax. Bea6, Florida 32250
[-STUD PACK, PER GARAGE DOOR (2)2x6 �-_—(2)2xlS S 'F_#2/ AS SHOWN. OUTLOOKER /AT 24- D.C.
(2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS 0 �6�6�6 X PLACE CABLE END TRUS5. Ph. 242-0908 Fax.241-9557
EPDXIED 12--\ 5� E I . I C6 6 4'-O"x4'-O" PIECE OF WALL TO THE INT. FACE OF
AND (1) 4'-O"x4'-O" PIECE OFWALL SHEATING INSTALL AT UPPER "IIROOF BALLOON FRAMED WALL FL:CA#§344 SC:CA#3579
KING.\.. . TH STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP
... HTT5 w/ HTT5 wl CORNER 1" 13ELOW GARAGE HEADER FRAMING PLAN Q&,_ AND BOTTOM CHORDS TO
SHEATING INSTALL AT UPPER (2)2x6
.. . LCORNER 1" BELOW GARAGEHEADER JACKS DETAIL A
(2)2x STUD CORNER--\ THREADED ROD 2 4 �;x--4-' SHOWN) %" THREADED RO ON EXTERIOR STUD (TRIMED AS SCHEDULE. 4� 5-12d TOE BALLOON FRAMED WALL
0 ON EXTERIOR STUD (TRIMED As QFJ�&-A EPDXIED 12" AND (1) SHOWN) \NAILS EACH STUDS w/ 2-0.131X3"
EPDXIED 12" '''I
15 5 6 6 KING. 2x4 BLOCKING AT TRUSS NAILS AT EA. STUD.
P.T. SOLE PLATE-, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS GABLE AND FIRST
�—w
FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3* GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS.
H
.... GARAGE SOLE PLATE TT5 w/ HTT5 w/ FASTEN GABLE END
W IN 3" GRID P TTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. TRUSS w/ FULL HT.
FLOOR ANCHOR -5/6" THREADED ROD THREADED ROD (STUDS, BLOCKING & SILLS) TYP. of
EPDXIED 12" ANCHOR AND HA4
SOLE PLATE_/ EPDXIED 12"
4 %
ANCHOR GARAGE WING WALL SECTION DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS A4
NO
THICKENED SLAB EDGE
AT GARAGE OPENING.
6x6 POST WITH ABU66
5/."0 THREAOED ROD
el
3--,:74 �4 (OVER ADDITIONAL DOUBLE PLATE BETWEEN 2 m F
w/ 5/8" THREADED ROD S
STUDS) DRIL ED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/," WASHER. Z
NOTES: EPDXIED 12" MIN.
0Fr s
A%
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. ZO
ONAL SW
GARAGE WING WALL ELEVATION CONVENTI
ANCHOR PER SCHEDULE.
NO FULL HEIGHT ANCHOR Ch ri s to ph�e r j �'Y"Mu ri n P E
REQUIRED.
F L:! P E#7 14 61
2 BA rZTISIONS DATE
GARAGE PORTAL Wl� G WALL k3GARAGE WING WALL FRAMING LESS THAN 12" r4 LLOON FRAMED GABLE END
WHEN
0 SO.2 THIS DETAIL ONLY APPLIES WHEq NOTED ON PLAN Z..2,/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �,S 0.2,1
SPLICE 2x6 x 4'-6" P.T. SYP NO.2
EXPOSED RAFTER TAIL TO EACH ROOF
PORCH BEAM SUPPORT POST TRUSS 0 24" D.C.
01 JACK STUD IF 4x4 IS SPECIFIED ON PLAN,
JACK STUD AT DOOR USE (2)2x4 SPF#2 SUPPORT. 2x4 P.T. SYP No.2
AT DOOR MIN. (2)2x4 PT SYP #2 r BLOCKING/CLOSURE FASTEN
IF 6x6 IS SPECIFIED ON PLAN, 4- WALL wl 3-12d TOE NAILS. RIP
24" MAX. / 01 DOWN TO REQUIRED DEPTH
12" Mill USE (3)2x4 SPF#2 SUPPORT. SHEATHING PRE-ENGINEERED- FIELD:i ALTERATION
RATED WALL SHEATHING W/ WOOD ROOF TRUSSES. 12d COMMON CONTRACTOR SHALL CONTACT LOU
PLAN VIEW PLAN MEW SIMPSON LTT20B 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS18 W/7-10dxl)� WIRE NAILS PONTIGO a ASSOCIATES PRIOR TO
TAPCON SUPPORT POST w/ (2)HTS20. EAC-1 END @ 48" MAKING ANY STRUCTURAL FIELD
SCREW RECESSED IN SLAB 4 0 4' O.C. MODIFICATIONS WH CH MAY VARY
O.C. STRAP CAN BE C THE ORIGINAL
w/)�" THREADED ATTACH SUPPORT POST TO INSTALLED EITHER STAGGERED FROM THE INTENT OF
SOLE PLATE CONSTRUCTION DOCUMENTS.ANY
ROD EPDXIED 4* ANCHOR FOUNDATION WITH HTT4 FAC--- OF STUD z CS18 w/7-10dxl,�" FIELD ALTERNATIONS MADE PRIOR TO
o w/ 5/8"Ox6" EMBED EPDXY ROD. U.O.N. FE ND 0 48" B a
E PLATE O.C. STRAP CAN BE UPLIFT ASSOCIATES MAY RESULT IN
SYP#2 PT SOL INSTALLED EITHER CONNECTOR ADDITIONAL ENGINEERING OR
CONC. CONC. BOX ULUMN FACE OF STUD
SLAB SLAB
MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR 8d 0 3" FLOOR
WATER PROOFING AT FLOOR N
TRUSSES TRUSSES TRUSSES DOUBLE
LOWER PORTION OF
OR JOIST. OR JOIST. OR JOIST. TOP PLATE
ELEVATION MEW ELEVATION-VEW
BOX COLUMN BY BUILDER
V-4"
IF PT MATERIAL IS NOT USED.
OPTI01 BEAM SEE
OPTION A OPTION B OPTION A OVERL LAN
STRAPPING SHEA
P
OPTION C
DROPPEDBEAM
r6
ymm 5 FRONT ENTRY JAMB FASTENING BOX COLUMN DETAIL V*jEN 7 WALL STRAPPING OVER BEAM t-8 RAFTER TAIL DETIAL
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 so. THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN
so. Uj
LLI C)
KING STUD TO TOP PLATE: ry
SDWC1 5600 SCREW. 0 4
LLJ
Tiu Uj
LATE
TUD TO TOP P -
SDWCI 5600 SCREW.L-/
0 32" D.C. /-ROOF SHEATHING PER
CONSTRUCTION SPEC's
STUD TO TOP PLATE*
STUD TO
SDWC15600 SCREW.-' SDWC1 5600 SCREW.-0 10d COMMONS
0 32" D.C. 0 32" O.C. 1/2"xlO" S.S LAG BOLT
STUDS TO TOP PLATE STUD TO BOT PLATE: @ "o.c
SDWC15600 SCREW.
X%W LAG SCREW 0 32" D.C. 2x6 SPF#2 RAFTERS
QOT PLATE TO TRUSS
Al EACH FLOOR
HEADER WITH ROUND WASHER 0 24"o
11-MSTA2� TRUSS 2x6 SYP#2 LEVGER H2.5T
w/2-1/4"xIS" IDS
I
SCREWS @ 16'o-c
---------- -------
.1 WOOD BEAM PER PLAN
BOT PLATE FRAMING BOT PLATE TO FRAMING_
TO 6x6 S LAN Uj
BELOW CS180 32" D.C. 13ELOW CS180 32" O.C. (2)H2.5T
29 5K 29 29 STUD TO BOT PLAM
I I I
OTPLATE To TRUSS MUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. 4x4 HORIZONTAL LEG
0 32" O.C. 3-10d TCIENAILS-/
X%W LAG
MTH ROUND WA EACH SIDE RECESSED I
-------- ---------- ----— ----
SCREW x8" LAG SCREW
SHER
24" 0.
4)�4 DIAGONAL
V'x8" LAG SCREW
RECESSED
0
4x4 VERTICAL U
ALL EXPOSED METAL
CONNECTORS AND
TRU� BEAM PARALLEL TO WALL ABOVE FASTENERS SHALL
BE STAINLESS STEEL
SHED ROOF BRACKET DETAIL
�GD E �W�AL L�ST R�AP P I�NG D�ET A�I L WA TRAPPING DETAIL K-13
6;7E�N "IN
T 'L lf*:N 10 11
LL T Pp �
41��ETAISL�Or�APPLE WHEN N�D�ON F`LAN �IS D�ETAIL O�NLY APFPLIES N�OTED ON PLAN so. THIS -TAIL ONLY APPLIES MEN NOTED ON PLAN \,�-2 SCALE: 3/4" V-O" MISC
FRAMING
DETAILS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCL R REFER TO THE
APCHITEC URAL DRAWINGS OR
CID CT THE E.O.R.
P LAN NAME
CATALlNA - COASTAL
DESIGN/bRAWN/CHECKED
Cs KM /LAP
DATE
:10.03.17
SCALE
AS NOTED
LVA No.
TOLL-17-00908
CONTROL No.
6343
SHEET
S'0.2
SHEE
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
r----------------1-1
DESIGNATES SAWCUT LINE
=7
INTERIOR LOAD BEARING WALL
DESIGNATES SLAB RECESS
Lou Pontigo a n d
As s o;c i a tes, I n c.
80'-0" 420 Osceola Avenue
Jax. Beach, Florida 32250
62'-l " Ph.242-0908 Fax. 241-9557
12'-1 e. FL:CA#$344 SC: CA#3579
1 -0
12x12 CMU PIER W/ ------ 0
7pp 3'-2 4P-400
3'-
2-#4 DOWEL BAR. TOP
OF PIER=TOP OF HOUSE
SLAB.
%E
3
CD
S1.01 S1.01
S1.01
NO. 7
-o srA-r� 0
X. it - - - - - - -
A%
r
o'.
/3\ 6�,
MONO FOOTING TO j S1.0
�Si.o)
7
STEMWALL w/ 2-#5x30"'
DOWELS EPDXIED 6" MIN. S1. 1 N -0 CD
Christopher I Sabou rin P E
(TYP.) J
PAVERS - rl OB F L P E#7 14 61
0
00 0
By
OTHERS ------
REVISIONS
6 ^2 DATE
CD
F
...........
1i "I I \�L-V1 3.01
�F2.5
8
iR
SAWCUT
-�01
------- 1L
12'-9" 3:
< 3
FIELOI,ALTEfZATION
4'
6 3
co
S1.01
CON 1A R SHALL CONTACT LOU
PO I
�4 NTGCOTay ASSOCIATES PRIOR TO
6
> MAKING ANY STRUCTURAL FIELD
8 S1.01 \,,�-o MODIFICATIONS WHICH MAY VARY
FROM THEI NTENT OF THE ORIGINAL
S1.01
SAWCUT
CONSTRUCTION DOCUMENTS.ANY
V
FIELD ALTERNATIONS MADE PRIOR TO
X BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
.0
ITT C) ADDITIONAL ENGINEERING OR
\F2
0
"N V)
PROVIDE 2-#4x4'-O" 00
CORNER CRACK BARS
-DEPTH. Ai _j
AT SLAB MID
SAWCUT
Asm 1 IT
�Si.01)
6 IF
J
STAIRS BY
LO 4
___jL ,=--z
2 ^3
BUILDER
it
.0 4- S1.01
Ln
0) 6 Uj
S1.01 C)
0
3"
"'N S1.01 4 7P
It t
9 S1.0
Ln
LO
1 V-2"
IFLI,
it
Uj
F
r -�j
t
F2 LLJ
x
F2.7 7
(D
Z
L
7�B
4" CONCRETE SLAB w/
L _J
NO -�01
O � Z
FIBERMESH @ 1.5 LBS/CU.YD.
OF CONCRETE OR 6x6 W1.4xW1.4
4 172.0
WWF ON 6MIL VAPOR BARRIER
7�
IN PREPARED GRADE.-\\ 7'-9 7" 7*-1 _10 14P-09P LU
0 8 2'-9 6'-10"
6 r6 S1. 1
1 00 i I
- S1.01 S1.01
I _y
0
F2.5 PAVERS Ln
PROVIDE SAW CUTS PER F _71
21, BY OTHERS
�01 5/S1.01, BUILDER TO
COORDINATE WITH FINISH
L J
FLOOR MATERIAL. 6
0 0
S1.01 S1.01
STAIRS BY
PAVERS
BUILDER
1BY OTHE SLIDING GLASS DOOR
FRAMES MUST BE RECESSED �D 5'-5
MONO FOOTING TO
SEE ARCHITECTURAL PLANS 12'-11 4'-6 4)--�21 5)-7f' - I
FOR LOCATION OF SLIDING I STEMWALL w/ 2-#5x3O"
10'-4"
:z DOWELS EPDXIED 6" MIN.
T, GLASS DOORS.
(TYP.)
MONO FOOTING TO
LO
STEKIVVAJ 4/ 2-#5x3O. Ikkk_
DOWELS PCIIIED 6" MIN
8
F (TYP.) 9 S1.01
MONO FOOTING TO 2.0
�0, 1.01
9
C'4 STEMWALL w/ 2 S 9 PAVERS
-#5x3O"
S1.01
0 DOWELS EPDXIED 6" MIN. ��-O 1 FBY OTHERS Ln
I T__ (TYP.)
STAIRS BY
BUILDER
Z`Z
:I�1 _ I 1=1 777
7, 7 7
4HT-T -
9 FOUNDATION
12x12 CMU PIER w/ 9
S1.01
2-#4 DOWEL BAR. TOP S1.01 S1.01 PLAN
OF PIER=TOP OF HOUSE
10" 10"
1 0
SLAB.
7r
9)-81P 45-2)" 10'-4" 14'-10" 00 NOT SCALE DIMENSIONS FROM
S.IF A DIMENSION IS
THESE DRAWING
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
80'-0" CONTACT THE E.O.R.
PLAN NAME
CATALINA - COASTAL
FOOTING SCHEDULE AND NOTES GN/[)RAWN/CHECKED
DESI
FOUND I PLAN CS KIM /LAP
TYPE LENGTH WIDTH DEPTH BOTTOM BARS
F2.0 2'-0" 2'-0" 1 3-#5 EA. WAY BOT. SCALE: 1/4" DATE
10.03.17
F2.5 2'-6" 2'-6 11 �0 3-#5 EA. WAY BOT. SCALE
F3.0 S-O" 3'-0" 11-011 3-#5 EA. WAY BOT.
AS NOTED
F3.5 S-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT.
LPA No.
F4.0 4'-0" 4'-0" 11-011 4-#5 EA. WAY BOT. 7-00908
TOLL-1
F4.5 4'-6'* 4'-6" 4-#5 EA. WAY BOT. 4 C�NTRCIL No.
i
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 6343
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
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. S 10
X
X1.
B
0
/8
X�
�6
�4
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557. OF 9
TYPICAL WALL FRAMING TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE AND ANCHORAGE PER - ANCHORAGE PER
PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL) 1-#5 CONT., PROVIDE
SEE SLAB RECESS DETAIL CORNER BARS (TYP.) SOLE PLATE ANCHOR,
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and
4'-0" HIGH, NOTIFY E.O.R. SEE ARCH PLAN BLOCK w/ 1-#5 CONTINUOUS Asso,ciates, Inc.
MONO SLAB FOOTING AT PORCHES,
FOR TEMPORARY BRACING '10
WHEN SPECIFIED ON PLAN.
LAYOUT PLAN AND SLAB ON
SEE ARCH 420 Qsceola Avenue
jax. Beal h, Florida 32250
PERMANENT LATERAL GRADE, c
I LAB ON GRADE, Ph. 242-008 Fax. 241-9557
SEE PLAN.
SUPPORT DETAIL.
EE PL
AN.
�'j :Vs 77- FL:CA#8344 SC:CA#3579
7
7,
V /
/7
Xx
J
' Z
ONC. x
GRADE OR C cry.]
SLAB, SEE PLAN.
NIF_ Ego**
go
"go At go._
d
all
X
SHOWER PAN SLOPES TO DRAIN, SEE ARCH
SLAB ON CMU STEM WALL W/
T
#4 DOWEL TO MATCH VERT. PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. X SLAB ON #4 VERTICAL DOWELS @ 24" O.C.
4 90* BEND INTO FTG.
STEMWALL REINFORCING (SEE GRADE- GRADE- 7 1
STEMWALL SCHEDULE
SEE PLAN SEE PLAN
SCHEDULE) wl 6" HOOK INTO s
CmU REINFORCING FOOTING. LAP VERT REINFORCING
COURSES
4q, <
25" IF STEMWALL IS GREATER %
04.0o
TO 6 #4 VERT. @ 48"O.C. on* .0
THAN (3) COURSES. """�CONTINUOUS CONCRETE
_j
7 TO 10 #4 VERT. @ 24"O.C.
7
-CONT. CONCRETE FOOTING FOOTING 111401%
11 TO 12 1-3" CLEAR
1-STORY, w/(2)#5 CONT. TYP
6'pw STEMWALL & FOOTING,
#4 VERT. @ 8"O.0 Ch ristophOr I S a bou ri n P E
STEMWALLS OVER 6 COURSES TO 8"d x 1
T
HAVE TRUSS TYPE HORIZ. JOIN 10"d x 20"w 2-STORY, w/(3)#4 OR (2)#5 CONT. 3" w SEE 1/S1.O1 10%20" F L� P E#7 14 6 1
REINF. BETWEEN EVERY OTHER
I COURSE. FILL CELLS SOLID.
w/ 2-#5 CONT.
VISIONS DATE
STEMWALL FOOTING K*2 STEM WALL GARAGE STEP w/ SHOWER GARAGE STEM WALL
SCALE: N.T.S. ��O 1 (IF REQUIRED)
SCALE: 3/4" 1'-0" 1<LO�1
TYPICAL WALL FRAMING AND ANCHORAGE FIELD ALTERATION
PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
(1)#5 CONTINUOUS, PROVIDE MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CORNER BARS (TYPICAL) CONSTRUCTION DOCUMENTS.ANY
STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PoNTuo a
12" HOOK INTO SLAB. ARCH. ASSOCIATE'MAY RESULT IN
(4ft MAX.) ADDITIONAL ENGINEERING OR
EQUAL TO SLAB
THICKNESS.
SLAB ON GRADE,--�'�z- 7B @ SLAB RECESS
SEE PLAN_-�V ; T Z
BRICK VENEER IS
ACCEPTABLE li WITHOUT
INCREASEOF FOOTING LD
WALL FRAMING
1" DEEP SAWCUT w/ SLAB ON GRADE, WALL FR5MING--\\ 2-#5 CONT. SIZE.
8" CMU STEM WALL W/ _\ / SEE PLAN I - w
SLAB ON ELASTOMERIC SEALANT STEP, SEE ARCH. PLAN. I
#4 VERTICAL DOWELS @ -,717-7"
24" O.C. SLAB ON
X GRADE 1. - I i I ---I—— ! Uj 0
t, 'A GRADE,
SLAB ON
90' BEND INTO FTG. _Az
iSEE PLAN
-- - -------- 4- EE PLAN.
GRADE, co
`SEE PLAN.
NOTES: I
LLSD 0 4 LIJ
1) PROVIDE SAWCUTS TC CREATE Uj
_j I
APPROXIMATE 12' X 2' MAX. SQ. C,
i U Z
CONTINUOUS CONCRETE
2) SAWCUT CONC. SLAB WITHIN 4 TO
FOOTING pp
3 CLEA�� 3" _41 I 4<
12 HOURS OF CONC. PLACEMENT. OPTIONA 8"xl 6"
Typ 2" FLAI : 1 -STORY, w/(2)#5 CONT. 1 -STORY, w/(2)#5 CONT.
8"x20" 8"xl 6" —,,_ 0 z a.
2-STORY, w/(2)#5 CONT.
1 O"x2O" 2-STORY, w/(2)#5 :; CONT.
8"x20"
w/ 2-#5 CONT. r/ LU
rT� STEMWALL AT GARAGE K7� SAW CUT DETAIL 13EA NG AT INTERJOR rT�� MONO. F&TING AT STEP-DOWN j Lf)
D
� SCALE: 3/4" 1'-0" oil
-o 1 -LO, -LO,
0 LU
z
U
TYPICAL WALL FRAMING
AND ANCHORAGE PER MATCH DOOR
CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. RECESS
OT ERS
SLAB ON
BOND BEAM vt/l-#5
4. GRADE,
SEE PLAN.
PAVING
I SLAB ON X
8" MASONRY
< BY BUILDER
GRADE, - I \
:2 1 12"xl 2" 1#5 CONT.
+ �4 STEM WALL w/ INS DETAIL 1 OB FOUNDATION
\-"�/j _,_SEE PLAN. V,
-1
C) 1-#4 @ 48" D.C. E.J.
4 GRADE OR CONC. C4
X 00 d \ I
MATERIAL DETAILS
SLAB, SEE PLAN.
SLAB ON
b b
GRADE,
04 SEE PLAN.
ALT. FOOTING AT
BUILDERS DISCRETION.
_LE DIMENSIONS FROM
DO NOT SCtA
THESE DRAWINGS.IF A DIMENSION Is
#3 @ 48" 0.C. OR THICKENED EDGE UNCLEAR REFER TO THE
0 DETAIL 10A ARCHITE�URAL DRAWINGS OR
ROD CHAIRS (TYP.) w/ 1-#5 CONT. T
(2)#5 CONT.
AN NAME
16"
W/(2)#5 CONT. 2" THICK x 20" WIDI CATA7LNA _ COASTAL
A
DESIGN/ORAWN/CHECKED
Cs KM /LAP
DATE
T 10.03.17
r9
r8 MONOLITHIC EDGE FOOTING PORCF STEM WALL HICKENED SLAB i SCALE
\,�_Oi \,�_01 \1�-O 1 �S NOTED
:� LPA No.
TOL�-1 7-00908
C�NTROL No.
6343
SHEET
TT
I T- 1
S1 .01
if
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW. 3&4 SHEARWALL SHEATHING TO BE APPLIED.
Bid @ j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C. 'IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER. 777777r�7�77
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Asso'ciates, Inc.
ANCHOR. LEGEND 420 0i sceola Avenue
jax. Beach, Florida 32250
Ph. 242-OP08 Fax. 241-9557
31s" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.l F L:CA#§344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.l
2x6 BELOW POST
0 A OVE. PROVIDE SOLID
(2)2x6 BELOW POST
SEE 3/SO.1 FOR BEAM B DICKING WITHIN A307 DIAMETER THREADED no
ABOVE. PROVIDE SOLID SEE DETAIL ROD TERMINATES AT FIRST FLOOR 00-13ou"
CONN. (TYPICAL) (�4) FLDOR SYSTEM. TOP PLATE, SEE DETAIL 12/SO.l "'s", 4 IF
L 1/SO.2. lot,
e. \s
H13
(2)2x=8-1/l )2xI5 (2)2xE;-1/1� A307 DIAMETER THREADED
Q
F_
rBLOCKING WITHIN
__!��?R SYSTEM.
2)PLY 14" LVL ROD TERMINATES AT FIRST FLOOR
ii TOP PLATE, SEE DETAIL 12/SO.l
TRELLIS BY
7,
BUILDER 3
FASTEN TOP OF WALL SIMPSON HTT5 SEE DETAIL 15/SO.l -
SrA
PER DETAIL 5E/S0.1. (0 if
Ljj
FASTEN TOP OF ALL
C) 04 f %
< SIMPSON DTT2Z SEE DETAIL 15/SO.1
PER DETAIL 5E so.1.
Uj
> fVA L t:"*'-,%I%%'-
OSB WALL i r i s t 0 p K"*41mfilb�;l1i n P E
Ld CN 6X6 POST
SHEATHING. SIMPSON LTT20B SEE DETAIL 15/SO.1 F L P E#7 14 6 1
CD
W/ ABU66
_J� STRAP HEADER PER >
SE
--J! DETAIL 7/SO.1. E 3/SO.2, WALL STUD SCHEDULE Ko"�VISIONS DATE
(D 00
X
V) 0
04
PLATE STUD SIZE
LOCATION
SEE DETAIL HEIGHT & SPACING
BEAM FB02 ABOVE 9.
1/SO.2 SIM.
EXTERIOR 2x4 SPF#2 0 16* D.C.
17- MAX
Un
to 2x6 SPF#2 0 16" D.C.
J)2xiS EXTERIOR lO,-1
D L MAX 2x4 SPF#2 0 12" D.C.
F !)' F#2
EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" D.C.
�'OST. 14'-0"
10'-0"-
L
INTERIOR 2x4 SPF#2 0 16* D.C.
MAX
2x6 SPF#2 0 16* D.C. or
12'-0"
INTERIOR FIELD,ALTERATION
MAX 2x4 SPF#2 0 12" 0,C.
CONTRACTOR SHALL CONTACT LOU
LUS210-2 +
00 S111110 N07ES,
PONTIGO 4 ASSOCIATES PRIOR TO
HANGER 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
Ld 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL
CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY
0I
(2)2x6 SHEATHING. BEING APPpbVED 13Y LOU PONTIGO a
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN
2)2xl 2
-------- SPF#2 < _j YELLOW PINE. ADDITIONAL ENGINEERING OR
POST.
LIJ > INSPECTION FEES.
JR-f-w, \\ I _j
> 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
9 2
\_OSB WALL
L LLj
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
0
< TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" 0,C.
-V Ld _j MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
Ld 0 OL
SHEARWALLS
L ------- <
> I
7
J I,
STRAP HEADER PER 01 0 z
I COMBINED USE PANEL NOTES
CN m p
DETAIL 7/S It-
<
rn
_4
1. EXTERIOR WALL SHEATHING SHALL BE
0
OD FV/
__W ill j i!
X 0.1.
0 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
64
TOP PLATE. SEE DETAIL 1/SO.l FOR SHEATHING
LL_
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
T (,3)2x6 BELOW POST (2)2x6 BELOW POST
In SEE DETAIL Uj
LID 00 X ABOVE. PROVIDE SOLID 2. SEE SHEET SO.0 FOR WALL SHEATHING
X ABOVE. PROVIDE SOLID 3)2x6
(N 1/SO.2. SPECIFICATIONS.
Uj C)
q- I BLOCKING WITHII BLOCKING WITHIN SPF#2 F
CD FLOOR SYSTEM. /�IIFLOOR SYSTEM. ITPOST. 3. UPPER MOST TOP PLATE SUPPORTING ROOF r/
J
DETAIL 1 SO.0
X A
�J
(2)2x6
LIJ
2-H�I TS1 6 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Z
SPF#2
/So.0
3
POST.
41 GENERAL NOTES
11 F-
7
(3)2x6
if -SPF#2 Y,
C)
GIRDER FG02 ABOVE POST.
P A\
X
C4
6x6 P.T. SYP#2 POST
(2)2x6 0 -j _j 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. Z n
_j Z� I C14
Z) _j
> SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
w/ABU66. SEE DETAIL _j SPF#2 0 U_ < SIZES AND SPACING. AT GIRDERS AND BEAMS, 0
2/SO.1. (TYPICAL)
M LIJ
POST. LL_ > PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER rl LU
U
if 0 PLIES.
0i Cj
m
<
_j Ld < )I)2x4
X (D (2)2x6 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
N X LLJ
a_ SHEATHING SPECIFICATIONS.
2-HTS16 m p
/-S F#2 04 , X: SPF#2
%
POST, 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
X
POST.
TRUSS T41 ABOVE v
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES j
C4
TOGETHER PER DETAIL 6/SO.O
_j ti I I < 0
>
_j f 6x6 SYP#2
4. INSTALL SOLE PLATE ANCHORS PER DETAIL Uj
POST w/ABU66. r 3/SO.O
61
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
(0 z
_j _9
a- , 1 - ATTACHMENT PER DETAIL 5/SO.l
STRAP HEADER PER to
-=J!1 1 1 (0
r
X
DETAIL 7/SO.1.
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
X
N j TERMINATE BETWEEN TRUSSES, SEE 5A/SO.l
7. AT PORCHES, SEE DETAIL 2/SO.l FOR FRAMING
0- AND HOLD DOWNS
c,i SHEATH CONT.
V) C14
PRIOR TO FRAMING TRUSS T11 ABOVE CS18 STRAPPING DETAIL
POCKET FOR SGID
SEE 3/SO.1 FOR BEAM loll
CS18 STRAP w
(2)2x6 (3)2x6 X
to I (N END LENGTH. FASTEN
SPF#2 SPF#2 I STRAP HtADER PER CN CONN. (TYPICAL) i -
I -10d.
i THIS END W/ 9
POST. POST. DE1 kIL 7/SO.1. X1 X1 I
WALL FRAMING-/
(AI
C14 C\4
(ZRLY 14" LVL (3)2xl 2
ID
C FLOOR
F T
... ....... NO NAILS REQUIRED
IN CLEAR SPAN
6-1/2� B (2)2x6-1/2 (2)2x8-1/2) (2)2x6-1/2,) (2)2x6-1/2 FLOOR ' D A
6x6 P.T. SYP#2 POST TRUSSES FINJ-%MING
SHEATHING NAILER --,,,
OR JOIST.
2 SDWC15600 w/ABU66. SEE DETAIL
z PLAN
@ 24" O.C. 2/SO.1. (TYPICAL) WALL FRAMING LU
lb z
SHEARINAL�-- NOT[� SW: 3/6 _!:tl
CS18 STRAP w/ 10"
CRIPPLE STUDS
END LENGTH. FASTEN
@ 16"o.c, NAIL TO sw.- 3/6 'IDESIG ATES SHEARWALL -10d.
THIS END w/ 9
DO NOT SCALE DIMENSIONS FROM
ADJACENT STUD NAILING - 8d 1:1 3" EDGE AND 6" "FIELD"
THESE DRAWINGS.IF A DIMENSION IS
w/3-1 Old COMMONS WALL SHEATHING UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTINUOUS. SOLE PLATE A� i'HORS - SEE SCHEDULE ON CONTACT THE E.O.R.
ON D TAk 3/S 0
WALL SHEATHING 0 AN NAME
FIRST FLOOR FRAM NG PLAN
(2)2X8 SYP#2 SCALE: 1/4" l'-O" ("CATALI1'N A COASTAL
PLATE DESIGN/I DRAWN/CHECKED
SOLE PLATE #NCHOR SPACING SCHD . KM /LAP
CS I
WALL SHEATHING DATE
10d COMMONS CONNECTING BUCK AND PLATE ALL EX'ERIOR WALL 42" O.C.
UNLESS OTHER NOTE[
6"O.0 10.03.17
w/8d @ 3" EACH SIDE
SHEA RWALLS SCALE
2x4xl2" LONG ADJACENT (Sw 1:103"/6-) 24" O.C. AS NOTED
TO STUD. FASTEN TO HEADER LPA No.
PLT 0 0 WHEN NOTED ON PLAN TOL�L-17-00908
WITH 2-SDWC15600 SCREWS.
SEE NOTE 2 C(�NTRCIL No.
1. INSTALL SOLE PL� TE ANCHORS PER DETAIL 6343
3 '0.0 SHEET
WOOD FRAMED HEAD ABOVE SLIDING GLASS 2. ANCHOR SPACING SHALL BE AS NOTED. FOR i
S E NUMBER
I& NJEEDED
TU D
AN
x J6 ',
52 T
-_U11
01
EXAMPLE SOLE: PLT 0 36" 36"
ON-CENTER SPAit
S1.1 jNG
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
E!
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 1,
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S= 7,
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Oontigo a n d
Assolciates, Inc.
TRUSS
420
FASTENING DETAILS I?sceola Avenue
jax. Beach, Florida 32250
Ph. 242-008 Fax.241-9557
FL:CA#$344 SC: CA#3579
2x12 SYP#2 LEDGER INSTALLED OVER SHEATH WALL CONT.
SHEATHING. FASTEN W/ (5)10d &
0
THRU LOW ROOF TO 2ND
(INTO TRUSS END VERTICA SOA
47
F06 0 F17
T09
n n
(5)Y4"0x5" LAG SCREWS @ 24" O.C.
1 1 i LEVEL BOTTOM PLATE. V%
LS)
P
C.4 C14 C\1 C\1 (N (14 04 co It LO
C) C:) C:) C=) 0 C:) 0 C:) C:) CD
Is
OF
f
LJL IZL LIL LIL LL LIL u_ LL LIL u_ u_ u_ F07 T08 SEE DETAIL 8/S0.2
Tlt[E�M Z 0 pi..
T09
X, X
0 F07 TOP PLATE TO Ad 9:
OSB BLOCKING PER y]
SDWC15600
DETAIL 5E SO.1
TRELLIS BY
C h r i s i o p h e r I S a b o u r i n P E
BUILDER
FL PE#71461
T08 8
TRUSS TIE DOWN WITH SIMPSON SDWC
2x6 BLOCKING. TO B!'" REVI$IONS DATE
SHEATH WALL CON T. FASTEN E
F07 A END
THRU DECK TO 1ST T08,
-NAIL -(2)HTS16
w/(4)1 Od TOE S. Rafter to Top Plate shown
-(2)HTS16
EVEL BOTTOM PLATE Tng Truss to Top Plate similar
F07
CID
(0 (D Optimal 22)�
F"o
7 7-71 _F_T0 1
. / N THD26-2
�.3 1 HU4 --Q7 0'
IF
�17 JUS24
/T00'1� t
2 HTS16
J"8\ SEE 3/S1.3.
//THQ2
L JUS24
'N FIELIJ ALTERATION
OSB BLOCKING PER FT02
OSB BLOCKING PER
CONTRACTOR SHALL CONTACT LOU
D FC9 STUD DIRECT� Y PONTIGO a ASSOCIATES PRIOR TO
JUS24 MAKING ANY STRUCTURAL FIELD
ETAIL 5E/S0.1
IBELOW TRUS! y
F 0 " DETAIL 5E/S0.1
MODIFICATIONS WHICH MAY VARY
-2
THD26 FT02
1�2)H TS1 6- Y2"MOX
ROM THE I TENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
JUS24 FT01 FIELD ALPTPEPFZ TIONS MADE PRIOR TO
B EING A VED BY LOU PONTIGO a
ES MAY RESULT IN
C11)
1:= 1:= 11:= 1:= SDWC15600 TOP PLATE TO ADDITIO
L0
CV) ce) D ASSOCIAT
Irfv FT02
U i
Flo
STUD SDWC15600
HTS1 P V 3 N OSB BLOCKING PE
L
THD4 ;1. Sloped-roof rafters may be sloped up to and including
11 '41 DETAIL 5E/S0.1 FT02
r3 a 12:12 pitch and must be *birdsmouth" cut.
VO4
ai or ins a a ion ins ruc ions.
S1.3
�LUS24
V05 T
Ir------ THD26-2 FT02
SIMPSON SDWC INSTALLATION RANGE iT
F12 JUS24 FT01
L —-----
FT02
FF_�I�-2---. 2-HTS16
2;5- U
JUS24 JUS24 SEE 3/Sl.3.
FT66
< LL1
13
BRACE TOP OF WALL
----— - L \ i : S16 FT02
JUS24L�— i i ius��(2)HT C)
r____ PER DE
TAIL 1/S0,1.
(0 (0 (0
F13 vlu- ! u_ kALL LIL LL u_ LIL LL
uu- T05
J, U, FT01
1141 1 _N�
1-14
SHEATH CONT.
0 JUS24
FT04 H S b
THRU LOWER ROOF
H �
_j
C14
6- CDI
TO GIRDER BELOW. 2x( JUS24 >
THD26
z1h, T ' U
]M=-- �)HTS16 (2)H TS
KNEEWA \
/7,
124 11 V/
CDC,
-——————— —————— —
STUD NOT DIRECTL
JUS24
(2)H TS1 6 R 11BELOW TRUSS
DWC15600
S
SHEATH CONT (2)MSTA2 T14 7�,\ �JUS24
J 4
THRU LOWER RO F db(6 SPF#2
0 Uj
/X/ , I
TO GIRD R BELOW. J/�2fl Note: Reference detail 2a for installation angle limit
SHEATH WALL CONT.
L O.C. FULL
LIGHT WALL.
Nk,,I SO.1 THRU LOW ROOF TO 24
(D (D ID j 104 117 r— SDWC INSTALLATION
C4 cl C4 C\I 04 04
Q
(0
BEAM BELOW- JUS24 INIFTER TAILS,
A
T41 V \-HTS1 6
4
i F_ Rafter to Top Plate shown
(Truss to Top Plate similar) j
Z 8
\-(2)H TS1 6 (2)HTS1 6 2)HTS1 6 8
Uj
SO.2
PORCH CEILING SHEATHING z
STUD NOT DIRECTI'A
AT BOTTOM CHORD OF—q�7 TRUSS-
TRUSS SEE 2/S0.1. FRAME UPPER LEVEL CONT. r8
/Z
SO.2
FROM 1 ST LEVEL TOP PLATE
TO 2ND LEVEL TOP PLATE. Do not install SDWC in
DO NOT FRAME KNEE WALL ...... 2 ED DETAIL hatched area
-(2)HTS S1.3 0
16 @ FLOOR SYSTEM ELEVA ION. T031
PER 12/SO.2 SDWC15600
Overhang 1 1/2' MIN
r2 ^2 2" MAX
X (2)HTS 6-�
Jr
I `,�SO.1
EJOf
Z/
�SO.2)
EJ02
SDWC INSTALLATION RANGE
41//
)0
C�I
Lj FLOOR AND
ii ii U Ll U U 1 U U F-
ROOF TRUSS
11 11 11 11 1 11 11 1 1 IF 11 A 1 11
—Rafter or Truss
RAFTER TAILS, PORCH CEILING SHEATHING PLACEMENT
2 8 2 i Y2*" minimum edge
SEE DETAIL 8/S0.2 AT BOTTOM CHORD OF
SOA (SO.2 SO.1 distance for full
TRUSS SEE 2/S0.1. values (with or --o Splice may be in upper or PLAN
without a plate r plate
love
splice)
Products TRUSS ROOFI' RAFTE-91 NOTES: STRAPPING NOTES 00 NOT SC�IkLE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
Length Product Plies Net Qty UNCL R REFER TO THE
URAL
PlotlD Y4' from top plate AFZCHITEC�j DRAWINGS OR
1. STRAP TRJSSES At D ROOF RAFTERS TO BEARING CONTACT THE E.C.R.
splice Offset
F1302 21-11-08 onCENTERS LVL 2.01E 1 3/4 x 1EI 4 4 WITH 2-12D TOENA -S & 1-SIMPSON SDWC15600 for full values STUD NOT DIRECT
if SCREW UNLESS OTNERWISE NOTED 11BELOW TRUSS AN NAME
FB01 6-06-08 onCENTERO LVL 2.01E 1 3/4 x 16 2 2 1
CATALINA - COASTA
r P, L
DESIGN/ RAWN/CHECKED
CS KM /LAP
Floor Truss Connector List Roof Truss Connector List DATE
Manuf Product Qty Manuf Product Qty FLOOR AND ROOF TRUSS PLACEMENT PLAN SDIWC AT TOP PLATE SPLICE 10.03.17
SCALE
USP JUS24 12 USP JUS24 12 SCALE: 1/4" 1'-0' AS NOTED
! LPA No.
USP THD26 9 USP THDI'926 14 TOL��L-17-00908
USP THD26-2 3 USP THDI'28-2 1 CONTROL No.
6343
USP THD46 12 USP THDH26-2 1
SHEET
USP THDH28-3 1
7j:]
Got[
001// ttv
r
T67
',7
/J'�7�rHD2611
-F 08
T
FT08
F,
7r Z?F C
S12
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SIM 3 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)2,8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORTHEADER.
Lou Pil ontigo and
BEAM OR TRUSS, SEE PLAN Assoiciates, Inc.
ANCHOR LEGEND 420 sceola Avenue
Jax. Begh, Florida 32250
A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA#8344 SO CA#3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
(2)2x6 SP-_#2
0
.1. 1
6x6 P.T. SYP#2 POST
POST. STRAP TO A307 DIAMETER THREADED Cie
ROD TERMINATES AT FIRST FLOOR AND
SHEATH WALL CONT. ..--posts,,
SET DIRECTLY ON BEAM
BELOW w/ CS18. TOP PLATE, SEE DETAIL 12/SO.1
00 00 THRU LOW ROOF TO 2ND 3
BELOW. STRAP TO POST - -
(2)2x6-1/1
1j, �(2)2x`10-2/D2 60 (2)2x6 LEVEL BOTTOM PLATE. A307 DIAMETER THREADED
BELOW w/ (2)CS1 8 (TYP.) (2)2x 3-1/1 0 -11/1� 0 71 Ct t
ROD TERMINATES AT FIRST FLOOR 1
(3)2xl 2 7-
SEE DETAIL 1/S1.3
V) C� s
C) 00 *-1
AP HEADER Or
0,
�j - i (2)2x6 SPF#2 SIMPSON HTT5 SEE DETAIL 15/S0.1
=i��jTR
STRAP HEAD)TR LO U)
0 LO
PER DETAIL 7/S0.1. PO T. STRAP To
CONT. PER DETAIL 7/SO.1..
SHEATH WALL
BE 1.0
W W/ CS1 8. L E19
THRU DECK TO 1ST I
_j SIMPSON DTT2Z SEE DETAIL 15/SO.1
'ZI
0
LEVEL BOTTOM PLATE CS1 8 <
1AJ T F_ C h r i s t o p h r Sabourin PE
LAj
X I F Li P E#7 14 6 1
04 _j SIMPSON LTT208 SEE DETAIL 15/SO.1
<
C4
jj
WALL STUD SCHEDULE E�ISIONS DATE
LLI
PROVIDE MIN. PLATE STUD SIZE
LOCATION
0
_j
V) HEIGHT & SPACING
(2)INTERMEDIATE
X <
lb Ld
JACK STUDS. LL_ CQ EXTERIOR 2x4 SPF#2 0 16" D.C.
C )2x10 MAX
S18 @BOTTOM OF STUD
10,-1 2x6 SPF#2 0 16" D.C.
EXTERIOR MAX 2x4 SPF
#2 0 12" D.C.
1O:-1.TO
AT BOTTOM RIGHT OF PAGE. EXTERIOR 2x6 SPF#2 0 16* O.C.
14-0
L>1j 101
-01.
WHERE NOTED. SEE DETAIL ------ INTERIOR 2x4 SPF#2 0 16" D.C.
Q
MAX
T �x
< X 1_�
rL CS1 8 LLI C14 INTERIOR 12'-0" 24 SPF#2 @ 16* D.C. FIEL01 ALTERATION
MAX 2x4 SPF#2 0 12" O.C.
STRAP BEAM TO POST > 4x4 P.T. SYP#2 POST SET
I ___ I "/ \ "/ I LO CN
0 1
L0 CONTRACT�R SHALL CONTACT LOU
PER DETAIL 2/S0.1. m M CS1 8 Cq DIRECTLY ON TRUSS SMO NOTES- PONTIGO ASSOCIATES PRIOR TO
4 < < 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
BELOW. STRAP TO BELOW
Cf) MODIFICATIONS WHICH MAY VARY
SO.1 0
Cn 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL
(3)2xl 2 w/ (2)HTS16 (TYP.). CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY
FIELD ALTER�ATIONS MADE PRIOR TO
CS1 8 ARCHITECTURAL REQUIREMENTS.
BEING APPROVED BY LOU PONTIGO a
co --------
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN
Y) 0 - --------- AIDDITIONAL ENGINEERING OR
SEE 3/SO.1 FOR BEAM :D D I 1 11-1 w 0 YELLOW PINE. INSPECTION FEES.
ry J - 11,�
CONN. (TYPICAL) I K) �x 1 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
CJD
X
C14 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
(14
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SHEARINALLS
z
COMBINED USE PANEL NOTES
CS1 8
LD
1. EXTERIOR WALL SHEATHING SHALL BE
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
C (,:LSTRAP BEAM TO POST U
S18--
Lf)
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
-RAP BEAM x�j PER'-,DETAIL 2/S0.1. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
c-: 11.1
X
TRUSS T59 ABOVE EAH END w C-4 2. SEE SHEET SO.0 FOR WALL SHEATHING Uj
T_
Uj 0
T 6x6 SYP#2 POST : '2)MSTA24. (2)2x6 CS18 SPECIFICATIONS.
_j SPF#2
_j STRA En
POST. 3. UPPER MOST TOP PLATE SUPPORTING ROOF
< PTO POST (2)F Y 9.25" LVL I
BELOW MEMBERS SHALL BE STRAPPED AS SHOWN IN
w/(2)CS1 8.
DETAIL 1/SO.O
TI _1
HU210-2 (2)2x6-1/D1 Uj Uj
6N
;p 31SO.0
HANGER 1p U Z
< (2)2x6 SPF#2 HU210-2 SKEWED. ;?] r_- SEE 3/S0.1 FOR BEAM 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
4 + ,�/
Sol) POST. STRAP TO CONN. (TYPICAL) 7
+61
o) 0
BELOW w/ (2)CS18. ,, '
__:__1__j: __,- .11� - /
GENERAL NOTES
2xl 2
-- --------------- STF P BEAM TO
BLOCKING ----- Ld WA. L w/ (2)HT 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. CL
SHEATH CONT. STRAP WALL PER d- S16. _j SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
THRU LOWER ROOF D _j SIZES AND SPACING. AT GIRDERS AND BEAMS,
DETAIL 7/SO.2. I V) C-4 L,
01 (2)�' x6 <
TO GIRDER BELOW. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
< spf 2 PLIES.
rl
a- 0 I.-_
_j I POI�T.
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
(2)HTS1 6 CL < 04 CD
< SHEATHING SPECIFICATIONS.
X C-4
C-4
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
U)
<
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
(2)HTS1 6 TOGETHER PER DETAIL 6/SC.0
SHEATH WALL CONT.
THRU LOW ROOF TO 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
BEAM BELOW
HTS1 6 0
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/SO.1
r4o
\x 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
0
BALCONY GIRDER TRUSS CONNE
CS18 STRAPPING DETAIL
U
CS18 STRAP w/ 10"
END LENGTH. FASTEN
CONT. WALL ROOF DECK TO I THIS END w/ 9-10d.
SHEATHING. BLOCKING w/ 8d Z �
0�
2x6 LEDGER INSTALLED WALL FRAMING LU U
COMMON @ 3" O.C. EXTERIOR z
OVER SHEATHING w/ BEARING WALL. ------------
5-10d 0 16" O.C.
4 - - - - - - ROOF 16d COMMONS 0 SECOND
WALL SHEATHING. 8" ON CENTER \_NO NAILS REQUIRED
TRUSS 2ND STORY POST SET 2x4 IN CLEAR SPAN
FLOOR
DIRECTLY ON BEAM-\ BLOCKING TRUSSES FLOOR
LOOR SHEATHING
BELOW AROUND F OR JOIST. 1171 A
POST FRMMING
z
WALL FRAMING I w 0 i
lb z
2x12 BLOCKING FLOOR PLAN
2x4 BLOCKING @ 48" BETWEEN EACH SHEATHING. CS18 STRAP w/ 10"
Pm END LENGTH. FASTEN
JOIST
THIS END w/ 9-10d.
O.C. FASTEN EA. END 00 NOT SC I ALE DIMENSIONS FROM
w/ SDWC15600 SCREW THESEUDRA INGPS.IF A DIMENSION IS
NCL�
AR E
FER TO THE
ARCHITECTURAL DRAWINGS OR
2ND LVL INSTALLED SIMILAR TO PORCH BEAM, I I I r1__1 CONTACT THE E.O.R.
FLR ELEV TOE-NAIL APPLICATION. SEE PLAN.
L ---------
F LAN NAME
FRAME UPPER LEVEL SECOND FLOOR FPAMING PLAN LEDGER CATALINA - COASTAL
PER PLAN \-SIMPSON
STUDS CONT. TO 2ND SCALE: 1/4" l'-O" DESIGN/t)RAWN/CHECKED
(2)CS18 POST TO
SDWC1 5600
LEVEL TOP PLATE. POST SDWC1 5600 CS KM /LAP
DATE
110.03.17
2x4 BRACE. FASTEN
SCALE
EA. END w/ (4)10d EXTERIOR
AS NOTED
FACE NAILS. 1 ST STORY POST. SEE BEARING WALL.
PLAN. LPA No.
TOL L-17-00908
CONTROL No.
6343
SHEET
SECTION DECK DETAIL i
<4
So
BLOCI
k.,�.3
S13
�,T8 �OF9
kl.
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESm
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. R;1
3. FOR GENERAL DESIGN SPEICIFICATIONS SEE SHEET EQQ.
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. 7
Lou Pontigo and
Assolciates, Inc.
TRUSS
420 9sceola Avenue
FASTENING DETAILS jax. Be#h, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA#�344 SC:CA#3579
8 RAF ER TAILS,
2
SO.2 SE-E DET, IL J
SO.1 8/SO.2 �,o go 00998 -0
-rt. Ow
L 11 1
No.
�q x�flXxx> XX WXX—) X> X XX XX Xxxj>�D0<
XXX XX XX XX tXX_X) KMXEKX KXXX; IXXXXX_�, I No 114
gr .07 C) 00 r-- '(D CC) co CC) C14 C) 0) CC C',
U L0 L0 L0
(0 C i0l_ CID LID L0 to LO
cc RAFTER TAILS,
/Z SEE DETAIL 8/SO.2 ZA
STUD DIRECT
IBELOW TRU
Xx" TOP PLATE TO
DWC15600 <1VAL
Chr p h 7'"*w*181 r i n PE
lkz r
SDWC15600 STUD SDWC15600
i S t 0
PORCH CEILING SHEATHING
AT BOTTOM CHORD OF--,,, LJZ4
FLI P E#71461
SO-1.
TRUSS SEE 2/
TRUSS TIE DOWN WITH SIMPSON SDWC rTEVISIONS DATE
J_ 2
_j EJ24
SO.1
Rafter to Top Plate shown
7/' Truss to Top Plate similar
'JUS�4__ <
4 Optimal 20�
77
0. 0,
SO.1
A
"0 30!
T69
RAFTER TAILS, 11'j
FIELD,ALTERATION
EJ33
SEE DETAIL 8/SO.2
CONTRACTOR SHALL CONTACT LOU
PONTIGO Ek ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
WHICH MAY VARY
X"Max MODIFICATIONS
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
D
7 ^2
BEING APPpovED By Lou PoNTIGo a
ASSOCIATES MAY P
JUS24 TOP PLATE TO �F
/X _suLT IN
ISDWC15600
SO.1 ADDITIONAL ENGINEERING OR
STUD SDWC15600
LJZb 1. Sloped—roof rafters may be sloped up to and including
2 RAFTER TAILS 8 tj;j a 12:12 pitch and must be *birdsmouth" cut.
J
SO.2 2. Reference detail 4 for installation instructions.
SO.1 SEE DETAIL 8/SO.2
tjzlij RAFTER TAILS,
SIMPSO
SEE DETA L 8/SO.2 N SDWC INSTALLATION RANGE
z � T
2x6 SYP#2
LZIM
�:X�IP To" T59' w/ RAFTERS @
(4)SDWC1 5600 24 C.
Lf)
04
0
(D co
Cq
- 9
A
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
5_2 THD28-2
Lo
STRAP TRUSSES AND ROOF RAFTERS TO BEARING
—12D TOENAILS (Sc 1—SIMPSON SDWC15600
WI TH 2
1 o
+/
SCREW UNLESS OTHERWISE NOTED tJZb Uj
H lbil 4 8 2 PORCH CEILING SHEATHING
RAFTER TAILS,—"`*' J�i SO.2 SO.1 VAT BOTTOM CHORD OF
SEE DETAIL 8/SO.2 7" XXI ,Z 7
*X—,XX LX 314X&L�z TRUSS SEE2/S0.1. JD NOT DIRECT
_OW TRUSS 0 � z
(2 HTS`16-1""'�" _�4_2 SDWC15600
T*
^5 rl
i Note: Reference detail 2a for installation angle limit
H 31
_V� Ln
6 HTS1 6 1
OVER—FRAME - 1\��_o
LEDGER PER T68 SDWC INSTALLATION
DETAIL 9/S0.1. J42
Rafter to Top Plate shown
4<
(Truss to Top Plate similar)
Uj
LLI Do not install SDWC in
hatched area
5
SDWC15600
I J
SO.0
1 1/2- MIN
Overhang
�2" MAX
SDWC INSTALLATION RANGE
ROOF TRUSS
PLACEMENT
Rafter or Truss
h"" minimum edge
PLAN
distance for full
values (with or Splice may be in upper or
without a plate lower plate
splice)
Do NOT SC�LE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
X* from top plate ARCHITEC TURAL DRAWINGS OR
splice Offset
for full values LRECTL�
"AN NAME
ROOF TRUSS PLACEMENT PLAN r ATA7LNA _ COASTAL
DESIGN/PRAWN/CHECKED
SCALE: 1/4" CS KM /LAP
DATE
SDWC AT TOP PLATE SPLICE 10.03.17
SCALE
AS NOTED
LPA No.
TOL!L-17-00908
CONTROL No.
6343
SHEET
r
U)-
$1 ,4
SHEET 9 OF 9