1655 ATLANTIC BEACH DR - STRU DRAWINGS DESIGN SPECIFICATIONS USP CONNECTORS TW!QAL HEQER NK= T)21CAL DOU13EE TOP WINDOW SILL SCHEQUIL
O.131X3" TOE NAILS TYPIQAL TOP PLATE NAILINGm eLAIE SPLICE
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILIN9.. 2X6, 2x8 (5) NAILS 4'-Om MIN. 'SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 0.11310" END NAILS: 2x1O, 2x12 (�) NAILS FASTEN ALL TOP PLATES / (16) O.131x3" NAILS OPENING OR SILL PLATES FASTENER EACH END
TER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 9" LVL, 11" LVIL (7) NAILS TOGETHER w/ (3) ROWS ENLY SPACED 4; 4'-4" (1)2x4 SIPF #2 (4)12d TOE NAILS
DESIGN IS VOID ONE YEAR AF TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 (2) 0 2x4, 14- LVL. 16" Ly� NAILS OF .11310 0 12" O.C. STAGGARD. Fy -4 6'-4' (2)2x4 SPIF #2 (5)12d TOE NAILS
UNLESS PLANS HAVE BEEN REMEWED FOR CODE COMPUANCE. USP A35 450 450 (9)10dxl (3) 0 2x6,
AREA (sf) -ZONE (PSF) ap = 4"-6"$ DOOR -28.8 (4) 0 2x8. SYP#2 -4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAI]LS
DESIGN LOADS: ACTUAL AND UNIFORM 10 5.6 -27,7 +25.6 -34.2 (8x7') USP RT7 585 495 (5)8d EA. END ILS
ROOF FLOOR +2 USP RTSA 775 650 (5)10dxl'/2" EA. END SYP#2 DBL. HEADER, 4'-0",MIN. 4 12'-0- (3)2x6 SYP #2 (1)A35 + (4)12d TOE NA
2 CAR +21.8 TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN
(cd=1.25) (cd=1.00) 50 +22.9 -2510 +22.9 -28.8 GARAGE ittI
ROOF LOADING USP MTW12 1195 860 (7)10dxl'/2" EA. END 1. USE S:-F#2 OR BETTER FOR SEE SPECIFICATIONS 1 Lou Pontigo and
TOP CHORD LIVE LOAD 20 psf 40 psf - DOOR ALL WALU STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 11 (11 6"X70) -23.9 USP HTW20 1450 1245 (12)1 Od x 1.1/2" EA. END SEE 5/SO.O
-U�
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 2x-BLOCKING ONLY RAISED
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. X" REQUIRED IF SHEARWALL-\ HEADER ARCHED TRANSOM OPTIONIs 420 Osceola Avenue
5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
FASTENED w/ 3-0.131"x3"
BOTTOM CHORD DEAD LOAD 5 psf 2x SPF DIAGONAL BLOCKING
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS208 1105 1105 V,"0 ROD TO FTG. 3. USE SYP#2 FOR ALL DROPPED Jax. Beach, Florida 32250
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS -U EA. END TYPICAL. Ph.242-0908 Fax.241-9557
HEADER
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/s"0 ROD TO FTG. SHEATHING MAY EXTEND 2- FL:CA# 8344 SC:CA#3579
0.75" MAX ANY CASE 4. ALL WALLS SHALL BE PAST BLOCKING- WINDOW
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
USP HTT22 5370 5370 Va"O ROD TO FTG. BALLOON FRAMED FULL -------- ARCHED LSYP#2 HEADER, ATTACHMENTS MUST
WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 0 R 0 1) w/ (1 2)16d HEIGHT TD ROOF OR FLOOR L-- - ---- FASTEN LOWER STUD TRANSOM PER PLANS ANCHOR INTO 2x MATERIAL.
BEARING ELEVATION, U.O.N. ON OPTION JACK AND
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP PAU66 2535 5/."0 ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 1 Od COMS KING STUDS, %J11110111111111181
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 5)V4.%2-V�. TAPCONS 0 12" O.C. WINDOW SILL SEE SEE PLAN 00% 1,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 5.) FASTEN BOTTOM PLATE OF NO `Rz
0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I �%% I I 3P 11 E R
SCHEDULE No
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR PL
RESPONSIBILItY OF TH r WI SHALL,MEET TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS, N
BY 0.75 WHEN COMBINED wl DEAD LOAD. NDOW/DOOR MANUF./SUPPLIER WALLS TO CONCRETE SLAB AT INTERIOR WALLS # CS
NNECTOR.S TION EACH ##
, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CO w/10d MASONRY CUT NAILS @ \-TYPICALLY %" FULL CONNE6 WINDOW SILL SEE
---------- 130 MPH PLATE NAlUb&- PROVIDE SOLID BLOCKING .6
BASIC WIND SPEED (ASCE 7-10) END
a 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.1310" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL
IMPORTANCE FACTOR --------------- 1.00 'ka je UPLIFT FOUNDATON PLAN ADDITIONAL UPPER LEVEL POSTS & JACK 0
1 RODS 9 6'-0" O,C, (3) 0 2x * 1; 461
MEAN ROOF HEIGHT ---------------- 20.0 FT a CONNECTOR SYP SPF FASTENERS FL# CODE ANCHOR� AT SHEARWALLS (4) 0 2x6, ISTUDS
ROOF PITCH ------------------- 7/12 A35 450 450 12-Sdxl V2 10446.4 (5) 0 2x8. SDWC15600 SCREW IM
BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED SEE 8/SO.O OF
C,
�a H2.5T 600 520 5-8d EA. END 11478.3 AT SHEARWALLS AND PT. SYP#2
p, 4:�. C,
EXPOSURE CATEGORY --------------- C DENOTES EDGE STRIP. INTERIOR BEARING WALL:- OR 1 '00
6-10d EA, END 10456.6 SOLE PLATE lu
ENCLOSURE CLASSIFICATION ------------ENCLOSED SEE C & C CHART HTS16 1150 1085 1 SEE PLAN FOR STJD SIZE STUCCO FINISH
ABOVE FOR DIMENSION AND O.C. SPACING. . .. . A A A A A A A
---------- MTS12 1000 860 7-1 Odxl 1/2" EA. END 10456.3 it
INTERNAL PRESSURE COEFFICIENT WALL SHEATHING U�
41 4
-10d EA. END FOR SPLICING FOUNDATION. SEE,PLANL Ch ri stop her j S a bou ri n PE
EA. END 13872.3 SEE DETAIL 1/SO.1 .4
HTS20 1450 1245 24-10dxl V2
CONTINUOUS BLOCKING
MSTA24 1765 1270 9 13872.4 WITHIN FLOOR SYSTEM
MATERIAL SPECIFICATIONS ?r 0 WHERE POST IS ABOVE. 16d COMMONS OPTIONS 1 12" 2r F L P E#714 61
a MSTA36 2050 1870 13-10d EA END 13872.8 0 a" O.C. _ Ill/
r-- WALL FRAMING AT WALL FR4MING AT MAX.-'MIN'- SOLE PLATE ANCHOR.
HARDWARE AND ANCHORS: HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 FLOOR SHEATHING, PLATE CHANGE CONDI RAISED HE40ER CONDITION FROM SOLE SEE SCHEDULE
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 01 1-5/8"0 ROD TO FTG. 8d 0 3" SEE SPECIFICATION PLATE BREAK P-EVISIONS DATEN�
ASTM A 307 OR ASTM F 1554 GRADE 36. 1 - I BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 32-16d T3 TRUSS/BEAM 11496.2 ------- HEADER CONDITION OR RAISED HEADER CONDITION DROPPED HEADER I CONDIT!
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1--5/,B"0 RCD TO FTG. F 1 21
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I TYPICAL WALL FRAMING
6-10dTO -iEADER
1
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS9 LUS28 930 780 10655.113 1 1 T T
RETROFIT REBAIR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-1 Od TO JOIST I I
I N'x6" SIMPSON 11TEN HD
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER I I w/3X34.229" WASHER SEE SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - -- -j SCHEDULE FOR SPACING HOLD DOWN
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/,,"0 ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. SEE 5/SO.O SEE 1/S0.1
(DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU66 2300 5/,,"o ROD EPDXIED 6" MIN 10849.6 TOP PLATE BUTT JOINT
EPDXY.- ITW RED HEAD A7 BLOCKING ONLY REQUIRED 2*/1 4
UMITS OF STRUCIURAL ENGINMRING DESIGN RESPONsiBiu-nES* SET N/A N/A SIMPSON EPDXY-TIE 11506.4 rFIELD ALTEIRZATION
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING, CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL 1'/SO.1 CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 - 11496.3 FOR SPLICING j It PCINTIGO 8 ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/,"o ROD TO FTG. OPTIONS -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT 805 695 ft Wo BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS VMICH MAY VARY
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY LSTA12 10-10d 13872.5 FULL HEIGH THREADED ROD SHEATHING FROM THE INTENT OF THE ORIGINAL
13-8d 10852.1 SHEATHING EPDXIED 4"w/3X34.229" PT. SYP#2 CONSTRUCTION DOCUMENTS.ANY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 11705 11705 1 WASHER SEE SCHEDULE SILL PLATE MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
**-. & TO BE FOR SPACING BEING APPROVED BY LOU PONTIGO El
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS CONTINUOU� -INTERIOR BEARING S" PLAIE BREAK. EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
TO UPP ADDITIONAL ENGINEERING OR
ER WALL, EE SCHEDULE WHERE REQUIRED BY
TOP PLATE, EPDXY ANCHOR 11IEN GENERAL NOTES. INSPECTION FEES.
FOR STUD SIZE
FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING.
O.C. EDGE & FIELD . . . . .. . . . . . .
23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6 WALL SHEATHING TO . . . .... . . . . . . . . . .. . . .
SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
SOLE PLA11
ROOF SHEATHING SPECIFICATION& SUPPORTED EDGES,
SHINGLE- 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" O.C. WITHIN 4'-0" OF ROOF EDGE). SEE DET41LS SEE DETAILS RAISE )�" FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT' ' EDGE GENERAL NOTES
8d 03' ON S1.011 BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ _/-ON S1.011 PLAN AND FASTEN TITEN HD 42$1 24" 3x3xO.229" 4 91 21' 1
MIN. 15/32 O.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-Om OF ROOF EDGE). ... w/8d 0 3" O.C. 11 EXAMPLE OF UNSUPPORTED
-1 F- EPDXY 1 4219 1 24" 1 3x3xO.229" 4" 2
(UNBLOCKED) PANEL EDGE---
METAL %4 42" 24". N/A
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" O.C. WITHIN 4'-0" OF ROOF EDGE).
N/A LD
WALL SHEATHING NOTES:
FLEXIBLE ERNESIHL-MIN. 7/16"0 24/16, APA RATED OS8 OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL'e*TFRIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE V)
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L-------- ---------i L------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.--1 ROOF
STUCCO FINISH -MIN. 7/jr,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (LION) TRUSSES, OR Uj
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATlIDN, FLOOR JOISTS.
MASONRY SPECIFIICATIONS@ MULTY STORY
SINGLE STORY 11
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTIM C476 WITH A MINIMUM OF 28 DAYCOMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE YXYX�4" PLATE WASHER, A YX3"X'�/." W/ 11/,"0 ROUND
2000R�si PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MOR TAR SH.ALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED.
CONT CTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 111111111141K., -""%\RO I
TYP. WALL SECTIONS t#`7� SOLE PLATE ANCHOR DETAIL, SCHEDULE,. r4
�/4" 1'-Ow OF AND FLOOR SHEATHING NAILING
\IIISO.O/ SCALE: 3/4" 1'-0"
-1, NORMAL WEIGHT, WFP4 A MINIMUM COMPRESSIVE STRENGTH OF 19 W-O Llj
CONCRETE MASONRY UNITS (CMU)m 11 1%, I I SCALE:
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N 00 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 1�-�-O
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OPk,&ASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". U Z
MASON12Y STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASWY UNITS NTH TYPE IS' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE
PCINd',:-, E PEtjMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 11/2 1/2
USED. GROUT ALL CELLS CONTAINING VERTICAL -REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFC (3) ROW OF 10d
WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER iWAL4,EN D, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR
NAILS 0 8" O.C.
DIAMETERS INTO EACH ELEMENT. AT STEMWALL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY
STAGGE�ED
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 . BEAM. it 2x4 BLOCKING
SIMPSON 11-z
3 PLY BEAM. N C14 1. 04 024" O.C. FASTEN
CLAY MASONRY (BRICK)m SDWC1 5600 0
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, HOLLOW BRICK, RESPECTFULLY. SEE "ROOF 2x4 MEMBERS: - EACH END w/3-10dj Uj
(1) ROW OF 1 Od TOENAILS
FRAMING a 0 6
PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS @ 4 it O.C.
CONCRETE SPECIFICA71ONS: DETAILS TO TOP OF TRUSS AS SHOWN. I
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS PROVIDE 2x4 BLOCKING AT 12" O.C. 0 24 MEMBERS: 0 0
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 1-1 %..0 EA. SIDE. 7
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE a it It, (2) ROW OF 1 Od STUD BELOW
GENERAL NOTES* SPECIFICATIONS BELOW. (3) ROWS 12d NAILS @ 4" O.C. LOWER TOO 4-10d
HEEL ;P V-0 AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
FOOTING AND FOUNDATIIONSL PRE-ENGINEERED WOOD EA. SIDE. .I, TOP PLATES
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPIF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS 2x4 OR 2x6 PQST 2x8 POST ORTHOGONAL EW WALL INTERSECTION
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- OF CORNER CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN
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 FROM THE (3)ROWS OF 5" (3)ROWS OF 04-
AIMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE- OR LOCATION IS NOT I, a
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FIR SIMPSON TRUSSLOK TRUS$LOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600-� ENGINEERED WOOD ENGINtERED WOOD,
SEE ROOF FASTENERS 0 24�'ox FASTENERS 0 24",o.c
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @48" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 PAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 CORN�R WALL INTERSECTION
BAR DIAMETERS DETAILS SHEATHING MAY SEE ROOF CONDITION5 CONDITIONa
SIMPSON_/ TERMINATE AT SIMPSON_/ FRAMING 3-PLY 4-PLY NOI�S:
CONCRETE SLABS ON GRADE& OINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 TOP OF DBL. SDWC15600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH J SEE NOTE 1 TOP PLATE. SEE NOTE 1
-" DETAILS 14" LVL AND GREATER 2. DENOTES 3'"xO.131" GUN NAILS 0 6" O.C. VERTICAL
TERMITES. SAWCUTSe FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO S�LAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUTSLAB CALL EOR FOR ALTERNATIVE METHODS.
TYPICAL CONbJECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WOOD FRAMING SPECIFICATIONS* 57 < HEEL < V-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRb WHEN HOLD DOWN IS INSTALLED
HEEL < 5- 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE 1. TOP PLATE TO STUD SE1WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
STAINLESS STEEL. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD TRUSSESo AT TOP PLATE TO STUD, SPACE 0 48" O.C. IN ADD17ION 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 AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INST LLED AT ALL TRUSSES AS -sN R RUSS C AZJQJ�4Q
r5 OOF T ONNECTION /'�7 INTERSECTIONS STUDS CONFIGUI 14-11 -3
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 'COMMENTARY AND BUILT-UP MEMBER FASTENING , I
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON �0-0 \��-O k& Z
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO T*OP PLATE: \�,� TRUSS TO PLATE: 0 0 DESIGN
ROOF COVERING SPECIFICATION& i SDWC1 5600 SCREW. TOP PLATE TO HEAD�R FA5TENING; SDWC SCRE >W LL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. /-SEE DETAIL AT RIGHT. NOT REQUIRED Uj CRITERIA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS. W
SDWC15600SCREW TOP PLATE TO HEADER FASTENING: 0 AND
WATERPROOFINGo NOT IREQUIRED AT GABLE-
SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS!OR OPENINGS LESS
FOR GABLE ENDS.
THAN 4'-6" 61
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK SDWC SCREW 0
STUDS SEE PLAN- STUDS SEE PLAN 24" 0.C. Cl) U
CONNECTION INTERIOR LOAD BEARING WALL I z
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL (2)12d TOE HEAD QR SILL 3: o DO NOT SCALE DIMENSIONS FROM
FACE NAIL 2-GUN NAILS 0 12" STAG. D NAILS E.E. PLATES SEE\ vi THESE DRAWNGS.IF A DIMENSION IS
TOP PLATE TO TOP PLATE 4** 6#-Ow GABLE X-BRACE, SEE DETAIL 1OZ50.1 HEAD QR S11-L UNCLEAR REFER TO THE
L31/ 1 11 C.V X6
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 201/2 x/4 81-00 HEADER SIZE, JACK AND KING STUD (MIN) SCHEDULE I PLATES SEE A HITECTURAL DRAVONGS OR
L4x3'/2"XV4 600 DESIGNATES SHEARWALL. THE (2)2x--1/2 ROUGH OPN'G, SEE ARCH SCHEDULE j1\ CONTACT THE E.O.R-
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF QUANTITY. QR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE:
L501/2"X 1/4 69" 10,-Oft --------- WALL THE SHEARWALL SHEATHING TIES SEE\ CS18 STRAP w/6-10dx1X`1* ROUGH OPN'G, SEE ARCH SDWC SCREW U1
(3-8d) 5-GUN NAILS I NAILING- DESIGNATES 8d COMMONS 0 3" ATTACHMENT CAN BE INTERIOR OR CUMBERLAND - CL
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" 1-601/2"X 1/4 60" 129-0" Sw TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLATE SCHEDULE NAILS EACH END. STRAP C1 PLAN NAME
CEILING JOIST TO TOP PLATE TOE NAIL N% r ASSIC
16'-0" 8d@3'/6" O.C. EDGE & 6" O.C. "IN THE CONNECTION: SIMPSON
11-701/2%1/4 600 ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE—\ DESIGN/DRAWN/CHECKED
FACE NAIL (6-16d) 8-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS
CEILING JOIST TO ROOF RAFTER 2 / KM /LAP
LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0
RESISTANT COATING OF EPDXY BASED VENEER GABLE NDS OR 2-STORY OWS DATE
TOE NAIL (2-16d) 3-GUN NAILS BM BEAM MANUF Manufacture THAN 8' OR OPENINGS LESS 24" O.C.
JOIST/TRUSS TO PLATE Ga
PAINT. WALLS 2X4 WAL
WEATHER BOT BOTTOM MONO Monolithic THAN V-15" 0 12.26.16
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG BEARING OC On Center 4
I I I HEADER FASTENING S IP
2. LINTEL MORE THAN 8'-0". SHOULD CMU CONCRETE MASONRY UNIT OSE3 Oriented Strand Board SCALE
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO z
DBIL DOUBLE PERP Perpendicular
F-A A .......
I I AS NOTED
KING STUD TO �RAMING BELOW,
ROOF RAFTER TO 2x- RIDGE Bm. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. wl 2-1/4x3m WD. I DIA DIAMETER PRE ENG, - Pre Engineered
I LINTEL
SCREWS INTO HEADER PROVIDE A 1/2" --4 EA EACH PSF Pounds per Square Foot CS18 STRAP W/6-10DX1V LPA No.
16d@ 16" O.C. @ EDGE CmC
CONT. HEADER, TWO PIECES FACE NAIL VERTICAL SLOTTED, HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI Founds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BEO TOLL-16-01040
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR ENGINEER OF RECORD PT PRESSURE TREATED X STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL.
- EQUAL QT Qjick Tie SOLE PLATE CONNECTOR S CONTROL No.
3. BRICK VENEER ATTACHMENT: EQ �SOLE PLATE ANCHOR BLOCKING FASTEN TRAP NOT REQUIRED AT THE FOLLOWING: 0
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce i PER SCHEDULE STRAPPING NOT REQUIRED w/8-10d COMMONS GABLE ENDS OR IL
7FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot LOCATED WITHIN 6" OF/ AT LOWER LEVEL HEADERS JACK TRUSSES LESS Ila 4476
SOLE PLATE TO JOIST/BLOCKING I FACE NAIL 1(16d @ 16") GUN NAIL @ 8" TIES 0 12* O.C.. (FOR 11OrrIph HEADER, STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY sow LIJ
WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY MULTISTORY THAN 8' OR OPENINGS LESS W 0 0) LU SHEET
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - Southern Yellow Pine STACKED WINDOW I THAN 3'-6" 5: cc
3%0.131"0 GUN NAILS 2%0.1113"0 RINK SHANK 12" OF OPENINGS. PROVIDO/le"O WEEP FTG FOOTING THRU Through (UNSTACKED WINCION) ui
C'FICA-n'
A R
C -7AD E R.
RA IS
PIT
vea
rr[-
tc
G
ROOF
S
I 1W
K eOVER L�
RE ENG
Roo TRt
Vt-pl y
2%0.113"0 = 6d 2V,%0.131"0 = 8d HOLES 0 33"' D.C. IMMEDIATELY ABOVE SECTICIbi \AEW HDR HEADER TYP Typical TYPICAL HEADER STRAPPING cc
HORIZ - HORIZONTAL UON Unless Otherwise Noted S000
3%0.148"0 = 10d 3/2%0.162"0 = 16d FLASHING. OF BRICK LINJ�L LBS - POUNDS VERT Vertical �SO.O,tttl
i I/2"xO.148"O = 10dxl'/2" 11/2"xO.131"O = 8dxl'/," WWF Welded Wire Fabric
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER PLATE w/ 1 Od 0 4" O.C.
FASTENED To TOP- WALL SHEATHING
PLATE w/ 10d @ O.0 ..........
8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C.
ATTACH AT EACH WALL STUD w/ 3-16
NAILS AT EA. FRAMING INTERSECTION.
6*0 (MIN. OF 6-16d BETWEEN EACH TRUSS)
DBL. TOP MAX NOTCH HEADER
BLOCKING ONLY REQUIRED 17--:I-Ccl V PLATE + BELOW TOP PLATE
AT SHEARWALLS AND r-��--------I Lou Pontigo and
STUCCO FINISH P R8H SHEATHING, HEADER Associ ates, Inc.
5-8d COM PS E SPECIFICATIONS PORCH
EACH SIDE BE-LOW ELL
8-GUN NAILS- HEADER,
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 -Ar SEE PLAN. PEReENDICULAR TRUSS 420 Osceola Avenue
0 8" O.C. SHEATHING SPLICE 0 80 0.C. 24" O.C. BETWEEN OUTER WALL- EM'H PARALLEL. HEADER & SUPPORT FULL HEIGHT--.[ DETAIL B jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL --V- 'TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z _tk Ph. 242-0908 Fax.241-9557
CONT. RIBBON CONT. RIB13ON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD FL:CA# 8344 SC:CA#3579
BOARD (TYP) BOARD (TYP) 3" 0.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. WALL
--- EACH SIDE FLOOR 0P11QN 6 TO PORCH HEADER. SHEATHING-\
FLOOR FLOOR 0 SPLICE TRUSS 2:9 24" 16 GUAG--- POST BASE:
TRUSSES-\ TRUSSES 2x4 SYP#2 STRAP w/11- P013T 24" 16 GUAGE 4x4 POST-ASU44 4-- STUD WALL FRAMING
OR JOIST. OR JOIST. SHEATHING SP�ICE DIAGONAL 10dxl)�*t EA. END BELOW STRAP w/11- 6x6 POST:ABU66 �w 2x SOLID BLOCKING .........
LSTA12 FOLDED OVER TOP AT SHEATHING EDGE
10dxlh" EA. END 8d COMMON WIRE NAILS
FASTEN EA. DOUBLE TOP PLATE PLATE w/5-10d NAILS
00,000011
CONTINUOUS OVER- 111 0 10'. PL
"\GENS,4�oo..
END w/ PORCH. INTO TOP PLATE & 5-'10d TO BLOCKING 0 3" O.C.
�Xm OSB or PLYWOOD Cc'. NAILS INTO BEAM. SPACE 4 52
3-10d COMMONS PORCH HEADER, SLAB
RIM BOARD W i N I A 60P HEADER
SEE PLAN-\ r MAX-) @ 48" O.C. OMIT IF WALL
SHORTER THAN HTS1 6
FLOOR SYSTEM. ALIGN CEILING SHEATHING IS INSTALLED o. 461
WALL FRAMING WALL FRAMING ROD
WALL FRAMING STRAPS MSTA24 ON FACE OF BEAM ROOF TRUSS
VERTICAL JOINTS WITH LINE EPDXIED 6" MIN OR JOIST
WALL SHEATHING FOR PERPENDICULAR
SHEATHING SPLICE INSTALL FLOOR TO _TRUSS CONNECTION 70
JOINTS LAN ME PLAN MEW OF ELEVA11ON MEW OF -a ot F
STRAPS
FLOOR STRAPPING PER 8-GUN SEE DETAIL 8 ABOVE oo 44.;
BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 ORCH HE PORCH HEADER PORCH HEADER CONTINUOUS 2x6
NAILS SYP 4 ORI W*
AT SHEARWALLS EACH SIDE CORN AT.POST AT POST **.*
FULL HEIGHT I LEDGER FASTEN WI ......
STUCCO FINISH OF SPLICE 5-0.131xY EA. STUD.
OPTION 1 OPTION 2 ANCHOR OR DTT2Z
ffl�CH SHE THING SPECIFICATION& HOLD DOWN AT
OVER LAP SHEATHING APA RIM BOARD OP11ON FLOOR TRUSS PARALLEL MIN. (2)2x4 WOOD
1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6- O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR OPTION .O. TO PORCH HEADER. DETAIL-,A Christopher j S a bou ri n P E
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. %- (OR GREATER) OSB OR PLYWOOD. w/ 8d COMMON NAILS 0 6- O.C. EDGE AND FIELD FL PE#71461
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADED RODS ARE INSTALLED -%�TYPIC WHEN 4 WA
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TyPIC*AL PORCH FRAMING DETAILS r3 AL PORCH BEAM CONNECTION LL ADJ. TO ROOF CONNECTION
0 SOA SEE CONSTRUCTION spEcinCATIONS FOR ROOF IONS DATE
S .1 �-�01 AND WALL SHEATHING AND STUD FRAMING. rwVIS
SEE DETAIL 5/S0.1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROIADE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS 2-SIMPSON H2.5T. FIELD ALTEFZAXION
TRUSS.-\-; BOT. CHORD w/ 0.1310" 0 3" O.C. ROOF B
FLOOR OR FASTENED TO SHEATHING w/ 8d @ 3" O.C. ----------- ----------t CONTRACTOR SHALL CONTACT LOU
2x4 SYP#2 CATS AT 12" ROOF TRUSS. TR U SS. SDWC 15600 -----------4� 44-----------4 �I I PONTIGO Et ASSOCIATES PRIOR TO
O.C. FASTENED TO TOP-- 11-� 111/4 SHEATHING FASTENED TO 0 32" O.C.
PLATE w/ 4-0.13lx3" TOP PLATE O.C.
COMMON. MAX. w/ 10d 0 3 SCREWS FROM THE INTENT OF THE ORIGINAL
\7 -4 CONSTRUCTION DOCUMENTS.ANY
SHEAIRWALL FIELD ALTERNATIONS MADE PRIOR TO
SYP#2 CONT. ATTACH MAX. OSE3 WALL D BEING APPROVED BY LOU PONTIGO El
C C ASSOCIATES MAY RESULT IN
FASTEN CATS EACH END w/7- 0,�-SH EATH I N G OB 0 ADDITIONAL ENGINEERING OR
TOP PLATE AND TRUSS
3-0.13lx3" COMMON TOE NAILS
w/ 0.1310"' 0 3" O.C. EDGE OF
2x MAY OVERHANG TOP PLATE. SHEARWALLJ
SHEARWALL OR_//U SHEARWALL JLVL 0--""""""""""`
EXTERIOR WALL S 8d*3 Sw 8d@3 6 tiu-
PERF TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 STRAP KING POST TO
UPPER TO LOWER STUDS UP TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-0516
ANCHORS ARE NOT USED STRAPS MEN FULL HEIGHT
ROOF FLOOR DECK 1 Od 04"O.C. SW 8d*3/6: (2) CS1 8 STRAPS SW 8d03/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
7 -1- $- -\ /- I FLOOR
'Ag" OSB DIAPHRAGM FASTEN TRUSS. - (9)- END STUDS TO FOUNDATION (8)- END STUDS M FOUNDATION
TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS 8dGt3/6: HTT5 OR HDU5 8dO3/6: HTT5 OR HDU5
0 3" O.C. FASTEN To TOP-- 7/1 LEDGER FASTENED
s- OSB TRUSS WEBS WITH-- CONNIECTI N CONNECT10N
PLATE w/ (2) ROWS Q- SOLIE PLATE ANCHORS SOLE PLATE ANCHORS 9 UPLIFT CONNECTOR UPLIFT CONNECTOR
BLOCKING W/3-0.131 x3" SHEARWA-L NOTES: TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT
OF 8d @ 3" O.C. TEE SCH�DULE ON DETAIL 3/SO.O
A FLOOR COMMON. 1. AT ROOF TRUSS, O.C. TOP eOT
2x4 SP r T I A 142-51*4
A LS1 8 0 32" 0.C.
SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRAC OR MAY SHEARWALL 140TES Uj
CHOOSE &B,C,D, OR G. 1. PROVIDE '4" OSB SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE OL*, B SEE PLAN
TO TRUSS BOT. CHORD w FASTEN CATS EACH END W/ 2x4 SYP#2 CATS AT 12 PROVIDE 2x BLOCKING AT ALL PANEL EDGES. mms i,§q&AP S� C (2)CS16 STRAPS
�-0.13jxY NAILS 0 6" O.C. O.C. FASTENED TO TOP 2. USE A-TERNATE A.
(2) ROWS 0.131x3" 0 3* O.C. TA2
INTERIOR PLATE w/ 4-0.1310" AT EXTERIOR WALLS 2. PROVIDE 4 MINIMUM OF-.2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FVH HGTTHREAbED RdD-SEE PLAN D FULL HGT THREADED ROD SEE PLAN
SW-2 SHEARWALL. COMMON. ENDING BETWEEN ROOF END POSTS 7OR SW. OR HTT4 HOLD DOWN'-AIT BASE (U.O.N) OR HTTJ, HOLD DOWN AT BASE (U.O.N)
5-16d NAILS SHEARWALL OR__,/u TRUSSES.
TYPICAL-y EXTERIOR WALL 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/S0.1
ALTERNATE Q ALTERNATE E, ALTERNATE F 3. USE A-TERNATE Uj
E & F FOR FLOOR 4. INSTALL INTERIOR FOOTI�G BELOW SHEARWALL PER DETAILS ON S1.0
S ATTACHMENT
LIRU-S U Z
SHEARWA iwk -r"PICAL S HIE RWALL ELEVATION WHEN 7 HEADER-TIE DOWN
/05 LL ATTACHMENT AT ROOF Ef FLOOR
PROMDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
\,SO.1j
MULTIPLE BRACED TRUSSES, AS INDICATED IN TRYSS SPECIFICATIONS. Uj
L 4-12d TO SINGLE aRAONG NO= AND SPECIFICA71ONS
8d COMMON NAILS D 2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
AT 3" O.C.(TYP) ROOF NAILS (TY 0 24" O.C.
2x4 BLOCKING. FASTEN 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.
WALL STUDS WALL STUDS 202 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON)
AT 16" O.C. AT 16" 0.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 r)
it- ROOF SHEATHING COMMONS TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. L GATED TRUSS ENGINEER. Uj
V--j 2X6 3.)PERMANENT PERMANENT BRACING 00 Z
I%111z ANGLE BRACING AP -IED TO WHERE NOTED ON TRUSS MFR. SHOP
ROOF TRUSS-/ ROOF TRUSS SJMPSON H,3 w/ 10-8d COMMON BRACE FRONT SIDE WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL 1�
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS I I PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T�BIRACE FASTENED TO BOTTOM CHORD BRACING
2x4 SPF#2 WE PERPENDICULAR TO TRUSS BOTTOM
SCHEDULE BELOW PER SCHEDULE BELOW. REQUIRED FOR BRACE GABLE END TRUSS. B w/ 12d 0 6"0 C
BLOCKING WHEN OVERFRAME CHORDS AND ATTACHED TO EACH
LENGTHS > 8,-00. T-BRACE TO BE THE
A-SINGLE LEDGER B-DOUBLE LED ALT. TO BOTH H3 ABOVE RAFTER LENGTH SAME SIZE, SPECIES, TIRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 QR CS16 DIRECTLY LESS THAN 49-0m FNSTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER @ 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE 161 AT END WALLS PROVIDE DIAGONALS 0
REACTION LEDGER S17F & NAILING REAC11ON LEDGER SIZE AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I I (APPROXIMATELY 457.) TO THE 0
0-775 2x6 w/ 5-0.131x3" 1850-2345 2xB w/ 6-1/4"OxV SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL 1*1 ADJACENT EXTERIOR PERPENDICULAR
BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ B-1/4-ox6" SDS SCREWS 4; BLOCK TO DBL TOP AS SH OWN. 161 TO FORM A ZIGZAG PATTERN ALL U
1251-1540 2x10 w/ 10-0.1310" 1101) PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING
1540-1850 2x12 w/ 12-0.1310 PROVIDE SOLID #2 BLOCKING AT PANEL JOINTS ADJACENT I A to--- MATERIAL. THIS REQUIRMENT IS NOT
TO TIE IN OF OV AME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES�- WHERE A LEDGER IS INDICATED 0.131x3' TOE NAILS @ 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
TO DBL. TOP PLATE DIAGONALS IN THE END SPACE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. X-BRACE w/ 2-16d INTO BOTTOM 8-1 LSTA12 @ 48" O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL
SDWC15600 0 36" O.C. OMIT IF PERMANENT TRUSS BRAPING D A
E E E N DECK LE ER AT OVERFRAME RAFTERS ABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN -N
ri III\ AVN& UMft I FrNj# MING
Y 0' S0.1 USE THIS DETAIL TO FASTEN OVtRFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" V-0" N %0 11
L 0 Tl� TRU�SS MIN 2 Y STUD MIN 2 PLYSTUD 0 B C y
DG R E N
L� CT C�O 2. ALL MATERIAL TO BE SYP#2 DETAILS
EMNUGSIN�E�ERO NOT SHOWN FOR CLARITY IN LIEU.. F 2 STUDS IN LIEU OF2 STUDS
ITS AC PTABLE ITS ACCEPTABLE GIRDER TRUSS
TO SIS R A TO sis-rtR A OR BEAM �I I&P N MUST BE
A- FULL HEIGHT MIN 2 PLY 36" L G STUD 36" LONG STUD OR BEAML�
X
WASHER ELAbI ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS --,�-7/ STUD FASTE w/12- FASTEN w/12- ON JO
F OVER TOP PLATE (2)MSTA24 STRAPS ITE FOR
@ SIMPSON HTT5 OR 0.131 x GUN 0.1310" GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE NAILS
FULL HT. HDU5. FASTEN (2)MTS1 2
DOUBLE -0 A307 THREADED Od Fuze EC
SYSTEM SHALL CONSIST OF FASTEN w/18-1 0. TION
SOLE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE A 26-10d COMONS
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE SIMP DTT2Z I- DO NOT SCALE DIMENSIONS FROM
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE S 1%7XV1 THESE DRAWINGS.IF A DIMENSION IS
-w/8-- x1V
SEE PLAN TOP PLATE, PROVIDE A 2*x 2"x V STEEL WASHER. UNCLEAR REFER TO THE
PLATE SDS S EWS ARCHITECTURAL DRA\MNGS OR
FASTEN NTH A NUT AND ALLOW AT LEAST 3 SIMPSON FULL HEIGHT
I WALL STUD
THREADS TO EXTEND ABOVE 71GHTENED NUT. (TYP.) FULL HEISHT
MINIMUM 2 LTT20B THREADED ROD
OR POST. PLY o (2)H2.5T \-(2)H2.5T
ROD STUD THR;ADED ROD MINIMUM
WITHIN 6" OF
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM
THREADED
DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY )�x6" TI N HD
SEE PLAN ELEVA110N STUD a a STUD STUDS PROVIDE
I i � ROD EPDXIED UMBERLAND CLASSI
FULL HEIGHT 7-- SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT STUDS PROVIDE
PROVIDE A HOLE IN THE PLATE 14- LARGER THAN 2 PLYJ] IRDER (SEE PLAN) P
THREADED ROD THE TURN 11TEN HD EPDXIE 4 MIN OR G 2 PLY-\ AT 2ND STORY LAN NAME
cc C
THREADED ROD 2 CS1 8 STRAPS
UD!
.. ......... ....... (SIMPSON CNW OR EOUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS 7.5" MIN
0 -EPDXIED 4" MIN OR AT BASE OF STU DESIGN/DRAWN/CHECKED
I V
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE STUDS
X I AT BASE OF TITEN HD
(OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED'APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) XxV (FLOOR TO FLOOR) CS / KM /LAP
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC :%"x6-Y4`") MINIMUM
VER11CAL By A MAXIMUM OF 2 INCHES IN 10 FEET TO 2 PLY HOLD DOWN SEE PLAN DATE
6T SILL PLATE AT TOP PLATE oo
AVOID CONFUCTS WITH FLOOR AND WALL FRAMING. /-STUD ROD = DTT2Z 12.26.16
E MJT AMW IM 11.111111108NIIST FLA1E SH&L BE SIMPSON DTT2Z
WASM TO A SNUG-TMT x1v HTT5 %" ROD = HTT5 SCALE
FULL HEIGHT ANCHOR INSTALLATION CHART 0%0 M -w/8- A
FLOOR CONDMON PLUS ONE~ TM OF A STANDARD SDS SCREWS BUILT-UP POST,- BUILT-UP POST,-
FRAMING U04CH (NIVIII10MAT&Y 30 FT.-M OF MMS). SEE PLAN. SEE PLAN. AS NOTED
J THREADED OM TO SHANCAGE AND OF OWLDING
FULL HEIGHT -4 ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CON71RACIIIIM sum fw-rmim NuT TO 30 LPA No.
THREADEJ) ROD- TION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LOL OF TQWX A"Dt ALL IRA= ARE TOLL-1 6-01040
SEE PLAN FOUNDA It 2x2x'/a" 11 It COMPLEIE AND Pr" TO 14SULAWK
PER PLAN. 3/8 1/2 0 14"o 4 4 2" 3" Xy ANCH98ING. ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTT20B CONTROL No.
-EMBEDMENT _Y4"0 3/."o 3x3x1/4." 7.5" 12" 2,Y SO DRILLED & EPO-XY ANCHORED. SEE INSTALLATION ALTERNATE FOIJ ALTERNATE FOR OPTION 1 OPTION 2
DEPTH MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL 4476
FULL HEIGHT ANCHOR REQUIREMEN SHEET
TH8EADEQ300 INST&LATION CHART
WALL SECTION % FU L HEIGHT ROD ALTERNATE
L
OD
AXE #2
ER PPST TH
SEE
9WAN
rlZ� HOLD DOWN ATTACHMENT DETAIL
FULL HEIGHT THREADED ROD rl'5 16 GIRDER BEAM STRAPPING
12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTAII HMENT 0 S041
SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ��i ALTERNATE 0 SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE
TOP PLATE HEADER AT
CRIPPLE TOP OF ROUGH
STUD OPENING
. . .. . . . . . . . . . . . . . .
i SARAGE '7
HEADER GARAGE HEADER, GARAGE HEADER, . . .. . . . . . . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD SEE PLAN SEE PLAN . . . . . . . FULL HEIGHT
.j- . . .. . . . . . . . . . . . . THREADED ROD
HEADER AT PACK WTH 2-ROWS OF 16d . .. . . . . . . . . . . . . . . Lou Pontigo a n d
-7
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. Associ a tes, Inc.
OPENING
loll
,,,A2)20ga STRAPS
TEXTEND HEADER TO
HEADER TO JACK ATTACH GARAGE DOOR THRU, 771
UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 420 Osceola Avenue
(2)2x6 KING STUDS H TT5 W/ STUD PACK, PER GARAGE DOOR (2)MSTA24 6x6 POST AS SHOWN. lax. Beach, Florida 32250
(2)2x6 JACK STUDS THREADED ROD SUPPLIER (2)MSTA24 J 6 6!6 Ph.242-0908 Fax.241-9557
EPDXIED 12" 4'-O"x4'-O" PIECE OF WALL FL:CA# 8344 SC:CA#3579
no I SHEATING INSTALL AT UPPER
(2)2x6 CORNER 1" BELOW GARAGE HEADER
HTT5 w/ ........... ON EXTERIOR STUD (TRIMED AS
0 ALWAYS PLACE AND (1) SHOWN)
(2)2x STUD CORNER z%" THREADED ROD JACKS DETAIL A
-b EPDXIED 12" 6 6 6 HEADEF AT IIIII KING.\
P.T. SOLE PLATE--,, TOP OF ROUGH FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS
OPENI 4G fill,
IN 3" GRID PATTERN AS SHOWN AND Y O.0 IN ALL FRAMING oov
v.. GARAGE SOLE PLATE HTT5 w/ JACKS AND K114G %v %,� R J
FLOOR ANCHOR THREADED ROD (STUDS. BLOCKING & SILLS) TYP. oe" PL
STUDS PER PLAN. -e\,
C '00
EPDXIED 12" 00 N
SOLE PLATE
ANCHOR GARAGE, WING WALL SE HTT5 wl DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
11;2 %" THREADED ROC S
THICKENED SLAB EDGE 0. 61
AT GARAGE OPENING. EPDXIED 12" .. .
6x6 POST WITH ABU66
P.T. SOLE W/ 5/8" THREADED ROD
PLATE THICKENED SLAB EDGE AT S OF
NOTES: L EPDXIED 12" MIN. CN
GARAGE OPENING.
A- C,
-qA �
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 0 R IV
GARAGE WING WALL ELEVATION
41 '
HOW"
44
Christopher j S a bou ri n P E
F L P E#7 14 6 1
GARAGE HEADER FRAMING GARAGE CENTER WALL FRAMING VMEN 3 GARAGE WING WALL FRAMING LESS THAN 12 r��V--ISIONS DATE
WiEN 1 ri"*� —
0 SO.2 ��.2 THIS' DETAIL ONLY APPLIES WHEN NOTED ON PLAN
II(�FIELD ALTERATION
KING STUD TO TOP PLATE* 4 0 0 0 CONTRACTOR SHALL CONTACT LOU
SDWC15600 SCREW. PONTIGO F1 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS VMICH MAY VARY
0 0 0 0 0
STUD TO TOP PLATIE* BEING APPROVED BY LOU PONTIGO ft
SDWC115600 SCREW. ASSMATES MAY RESULT IN
0 32" O.C. ADDITIONAL ENGINEERING OR
INSPECTION FEES.
SI:UD TO MP PLATE:
STUD TO TOP PLATE*
SDWC1 5600 SCREW.
SDWC11 5600 SCREW. V
0 32" O.C. 0 32" O.C.
STUDS TO TOP PLATE STUD TO BOT PLATE:
BOT PLA 0 TRUSS SDWC1 5600 SCREW. SPLICE 2x6 x 4'-6" P.T. SYP NO.2
Y4wx4XW" L G SCREW-,, 0 32" O.C. EXPOSED RAFTER TAIL TO EACH ROOF
L I
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0
HEADER , STUD NTH ROUN WASHER TRUSS 0 24" O.C.
I-MSTA�4 AT EACH FLO R TRUSS
L9
V
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PRE7,,*ENGINEERED- N.
ROT PLATE TO FRAMING "R USSES. LU
12d CO MO 2x6 SPF BLOCKING
SOT PLATE TO FRAMING_ REIOW CS180 32" O.C. WIRE NAILS N11
BELOW CS180 32m O.C. 0 4" 0.C.
SDWC1 5600 SCREW. STAGGERED
BOT PLA TRUSSES PERPENDICULAR TO WALL ABOVE STUD M BOT PLATEn SOFFIT, SEE
0 32" O.C.
V
4�xW LAG SCREW ARCH.
NTH ROYNP WASHER
Z222 ------ -- - --------------- --------- AT EACH Ft"R TRUSS Uj
DOUBLE
TOP PLATE 2x4 P.T. SYP
FASCIA z
SHEATHING MAY
TERMINATE AT
TOP OFDBL.
TOP PLATE.
1V
TRUSS QR BEAM PARALLEL TO WALL ABOVE Uj
T PPIn E 5 WALL STRAPPING DETAIL WALL STRAPPING DETAIL RAFTER TAIL DETAIL
LL on IL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \,S 2,/ SCALE: 3/4" V-0"
THI ETA L PPL D�ONPLAN����� lz!��SO-
4<
Uj
CD Z
JACK STUD
JACK STUD AT DOOR
AT DOOR
PLAN VIEW X-x3)�- PLAN VIEW SIMPSON LTT20B
TAPCON RECESSED IN SLAB
SCREW w/)�" THREADED
ROD EPDXIED 4"
4
CONC. CONC.
SLAB-\ 4 1 SLAB
ELEVATION MEW ELEVATION VIEW
misc
OPTION A OP11QN B 11 A
FrVIAMING
FRONT ENTRY JAMB FASTENING DETAILS
kl�
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMIENSION IS
UNCLEAR REFER TO THE
A t-- URAL RAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
rCUMBERLAND - CLASSIC
DESIGN/DRAWN/CHECKED
CS KIM /LAP
DATE
12.26.16
SCALE
AS NOTED
weft I%IF LPA No.
Is y
JOB COr TOLL-1 6-01040
CONTROL No.
THIS PLAN MUST BE 4476
ON JOB SITE FOR SHEET
I! PACH INSPECTION
S002
�,.SHEET3 OF9
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
SIGNATES SLAB RECESS
Lou Pontigo and
Associ ates, Inc.
420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
F L:CA# 8344 SC:CA#3579
zwk
e %
7
C No. 61
16 x16" MASONRY PIER BELOW
E OF
Al%%-�l 11 1 L- COLUMN ABOVE.
RAL -9$1
REINFORCE W/(2) #5 VERTICALS W/6 76 16 X16�,MASONRY PIER BELOW ,X11 OR 10,4"
A-K�IILCTURAL COLUMN ABOVE. %
HOOK INTO FTG. 10 -0t) 60 -0 6 REINFORCE W/(2) #5 VERTICALS W/6
3 HOOK INTO FTG.
5 4 40 Christopher J Sabourin P E
1 -2 FL PE#71461
S1.01 S1.01
��REVISIONS DATE
I I x x w x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4-
MONO F-Q-Q-TING TO MONO FOOTING TO
I S1.01
SIMTTLL-w/ STEMWALL W/ >0
�Si.01) I I I
2-#5x3O" DOWELS 2--#5�OWELS
EPDXIED 6" MIN. g.PDXLP 6" MIN. -j
STAIRS BY 0
rFIELD ALTERATION
0 LO BUILDER PROVIDE SAVI CUTS PER 1 6P-41*
PAVERS 01 �0 HALL TACT LOU
5/S1 .01, BIJI-DER TO IB:x2A� PONTIGO Et ASSOCIATES PRIOR TO
BY OTHERS K�8 L MASONRY PIER BELOW MAKING ANY STRUCTURAL FIELD
4 CONCRETE SLAB w/ COORD NATE =-nRI,N I S H S1.01 "tTURAL COLUMN ABOVE. MOCAFICATIONS\AHICH MAY VARY
FLOOR M, 0 Ott FROM THE INTENT OF THE ORIGINAL
FIBERMESH @ 1.5 LBS/CU.YD. PROVIDE 2-#4x4 REINFORCE W/(2) #5 VERTICALS W/6 CONSTRUCTION DOCUMENTS.ANY
1 PAVERS FIELD ALTERNATIONS MADE PRIOR TO
OF CONCRETE OR 6x6 W1 .4xW1.4 D CORNER -RAr-l< A2$ BY OTHERS HOOK INTO FTG. BEING APPROVED BY LOU PONTIGO h
ASSOCIATES MAY RESULT IN
WWF ON 6MIL VAPOR BARRIER AT SLAB TH YP.) ADDITIONAL ENGINEERING OR
\,S1.bi) IN PREPARED GRADE. F- INSPECTION FEES.
8 L __j
S1.01
ON 3 P-0jt 5 J-5
STEMW LL w
DOWELS EPDXIED 6 IN. 140-290 4 (D
:z S1.01 F1
F2-0 S1.01 '-�,,-STAIRS BY
MON-a-FOOTING TO IWO - - - - - - - - - 9. U-) BUILDER
1!ITEMWALL w
J 'VOL,
CD T-- \�.X- 0
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2-#5x 4
- - I I IV%IVV VIA I
EPDXIED 6 MIN. 6 'VO 1 X I
Nt X STAIRS BY Simiiiii�L
S1.01
< J
0 BUILDER ' 22 0 CD
ASO� RY PIER BELOW .14". 3 6 4' _1 019
A CTURAL COL MN ABOVE. 00 Uj
it 10
REINFORCE W/(2) #5 VER--ICALS W/6 6 r4 0
-iOCK INTO FTG. S1.01 1.01 -1
.01
00
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SAWCUT
0 0 222222 01
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76 9
FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DINENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
FOUNDATION PLAN PLAN NAME
FOOTING SCHEDULE AND NOTES rCUMBERLAND - CLASSIC
SCALE: 1/4" V-0"
DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE CS KM /LAP
3-#5 EA. WAY BOT. is-oft 21-0" 2'-0" F2.0
DATE
is-001
3-#5 EA. WAY BOT. 2)-V 2s-6 F2.5 12.26.16
3-#5 EA. WAY BOT. it-oft 39-Opt 3*-0 to F3.0 SCALE
4-#5 EA. WAY BOT. if-001 3$-V 3#-6" F5.5 AS NOTED
4-#5 EA. WAY BOT. 11-0to 49-010 40-0 F4.Q A=b, LPA No.
-16-01040
TOLL
4-#5 EA. WAY BOT. V-0" 4'-6" 4'-6" F4.5 qj 0 L; Py
1. THIS FOUNDAT11ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO TH E CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, T�11S PLAN MUST Er-- 4476
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY. SHEET
ON JOB SITE FOR
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
EACH INSPECTICH
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S1 0 0
PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9
FILE COPY . CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
Telephone(904)247-5800
FAX(904)247-5845
REVISION REQUEST SHEET
Date: 05/11/2017 Received by: Resubmitted:
Permit Number: 16-SFR-2900
Original Plans Examiner: Project Name: Atlitnti B h Count
Project Address: 1655 Atlantic Beach Drive
Contractor:- Toll Brothers Contact Name:_ALhley RogqL_
Contact Phone : 904-595-5243 Contact e-mail: arogersPtollbrothers.com
Revision/Plan Eh—eck/Permit Fee(s)Due: $ —CO"
Description of Proposed Revision to Existina Permit:
ee!:Lng rgvi J9 lad-the
,e"?rtr __P to moye the kitchen wall,_Prey
Additional Increase in Building Value: $ Additional S.F. No
Site Plan Revised: No Public W U Approval:
By signing below. I(print narne)____A§hIeY RO 4�Ls affinn that the above revision
is inclusive of the pfop"changes.
Signature of Contractor I Agent(c i tractor niust sign if increm in valuation) Date
Office Use Only
MAY
Date. Approved: Rejectcd:__ NoJiM
Plan Review Comments:
.................
............ ...........................
en
i review regulied Yeq,� No
-Building
lfflamMln�'Zoning
Tree Administrator Plans Examiner
Public Works
-Public Utilities 5 ? 177
-Public Safety Date Created V2011 5 Itev.2
Fire Services
0
rq
REVISION I N,I
Bp# je
DATE V)
0
ED
u
< V)
NEW FOUNDATION BELOW Lu
SHEARWALL ABOVE. SEE uj
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TO REMAIN PER PLAN z 0 C>
RILL 4" AND EPDXY
<
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OWEL BARS
4" INTO EXISTING SLAB < -J _j rq
EXISTING (2 EA FACE 0'F NEW FOOT NG 0 0 4
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SEE DETAIL
3/SO.2. A
PARTIAL FRAMING PLAN
2. FTGS. & FND. COMPACTED TO 4 MIN. OF 9:)7.
No FILL SHALL BE NCE IMTH 4STM D 1557.
3. SOIL COMPACTI.ON PROCTOR IN ACCORDA
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE
TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. P[7 CONSTRUCTION SPECS.
AND ANCHORAGE _R
CONSTRUCTION SPE(-'*.S.
(1)#5 CONTINUOUSP PROVIDE
CO NER BARS (TYPICAL)
SOLE PLATE ANCHOR,
AT WALLS GREATER THEN 12 HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 3/SO.O Lou Pontigo and
FOR TEMPORARY BRACING BLOCK w/ 1—#5 CONTINUOUS Associates, Inc.
WHEN SPECIFIED ON PLAN.
LAYOUT PLAN AND SEE ARCH PLAN
420 Osceola Avenue
PERMANENT LATERAL 43 SLAB ON GRADE, 7 51 to SLAB ON lax. Beach, Florida 32250
SUPPORT DETAIL. 4 f � _d —,a —, 2 Ph.242-0908 Fax.241-9557
SEE PLAN. GRADE,
FL:CA# 8344 SC:CA# 3579
SEE PLAN.
-——————————*
A;_—
,14
GRADE OR CONC.
SLAB, SEE PLAN.
"_��8 CMU ST M W
#4 DOWEL TO MATCH VERT.
SLAB ON
OD
SHOWER PAN SL ES TO DRAIN, SEE ARCH 7- #4 VERTICAL DOWELS @ 241, O.C. t
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE if"r - - /7"
GRADE—
SCH PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. 90" BEND INTO FTG. 4
EDULE) w/ 6 HOOK INTO 2� LIL) 10
Cmu SEE PLAN 0 10 tr
00 0. 4A
REINFORCING
COURSES .4 FOOTING. LAP VERT REINFORCING
25" IF STEMWALL IS GREATER <
1 TO 6 #4 VERT. @ 48"OA-1. LO S C C,
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L
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THAN (3) COURSES. S
7 TO 10 #4 VERT. @ 24"
STEMWALL, SEE 1 /S1 .01 CONTINUOUS CONCRETE OR
...........
11 TO 12 #4 VERT. @ 8"O.C. CONT, CONCRETE FOOTING CLEAR FOOTI N G ply
3 A
STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1—STORY, w/(2)#5 CONT. TYP
HAVE TRUSS TYPE HORIZ. JOINT 1 Oppd x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. 1) to Christopher J Sabourin PE
REINF. BETWEEN EVERY OTHER 10 x20 FL PE#71461
COURSE. FILL CELLS SOLID.---,
w/ 2—#5 CONT. r_;��V_ISIONS DATE**)I
FOOTING )�V/ SHOWER RECESS GARAGE STEM WALL
STEMWALL FOOTING r2 r3
I\. -�01 SCALE: 3/4" = 1'-0" ��.O 1 (IF REQUIRED) S1.01 (IF REQUIRED)
TYPICAL WALL FRAMING AND ANCHORAGE
PER CONSTRUCTION SPECS. FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
(1)#5 CONTINUOUS, PROVIDE PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
CORNER BARS (TYPICAL) MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE OR]GINAL
12" HOOK INTO SLAB. STEP, SEE CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO 8
ARCH. ASSOCIATES MAY RESULT IN
(4" M A X.) EQUAL TO SLAB ADDITIONAL ENGINEERING OR
THICKNESS.
SLAB ON GRADE,--�'K-
78 @ 5LAB RECESS
SEE PLAN.---!.,
BRICK VENEER 15
ACCEPTABLE WITHOUT
LD
WALL FRAMING \,, INCREASE OF FOOTING
DEEP SAWCUT w/ WALL FRAMING--\ SIZE.
8" CMU STEM WALL W/ SLAB ON GRADE,
S T_� 2—#5 CONT.
0.C. LAB ON ELASTOMERIC SEALAN SEE PLAN
#4 VERTICAL DOWELS @ 24
SEE PLAN
GRADE— STEP, SEE ARCH. PLAN. GRADE
90* BEND INTO FTG. __N��7 .: SLAB ON
SLAB ON
jL——————
G --t-SEE PLAN.
4
17 A co
NOTES: __'FSEE PLAN.
RADE,
00
1) PROVIDE SAWCUTS TO CREATE
Lli
4
C V,
ONTINUOUS CONCRETE _j
APPROXIMATE 12' X 12' M A X. SQ.
FOOTING
3 CLEAR—\ 2) SAWCUT CONC. SLAB WITHIN 4 TO
12 HOURS OF CONC. PLACEMENT. OPTIONAL 3"
TYP N 8"x1 6"
10 to x20" 2 IV FLAIR 8"x2O" 1 —STORY, w/(2)#5 CONT. 8'pxl 6op ,_1—STORY, w/(2)#5 CONT.
2—STORY, w/(2)#5 CONT. ? 0 n
8%20" L, 2—STORY, w/(2)#5 CONT.
W/ 2—#5 CONT. 4< Uj
K004 STEMWALL AT GARAGE SAW CUT DETAIL BEARING AT INTERIOR K7 MONO. FOOTING AT STEP-DOWN LA
S1.01 SCALE: 3/4" 1'-0" D
1\�-o 1 oil �1_-jo
LJJ
z
00
0
U
TYPICAL WALL FRAMING MATCH DOOR
AND ANCHORAGE PER WITH, SEE ARCH. RECESS
CONSTRUCTION SPECS. "*// V SLAB ON PAVER BY
r IQ
4 GRADE, OT ERS
SEE PLAN. BOND BEAM w/1—#5
PAVING MISC
SLAB ON
BY BUILDER
CONCRETE STAND—OFF PAD TO
12"xl 2 1#5 CONT. ><
GRADE, FRAMING
z WOOD POST <
MATCH ARCHITECTURAL COLUM� _jDETAIL 10B 8" MASONRY
SEE PLAN. PER PLAN. E.J.
DIMS. FOR BOX COL. W/#3 STEM WALL W/
2� X 00 MATERIAL C) \ 1—#4 @ 48" O.C. DETAILS
HAIRPINS AT EA. CORNER & #3 TYPICAL ANCH DRAGE SLAB ON GRADE OR CONC. 04
GRADE,
0 C) ;�� . --\
CLOSED TIE AT TOD PER CONST. SPECS. A
SLAB, SEE PLAN.
SEE
T/PAD = HOUSE PAVERSBY PLAN. 4-
ALT. FOOTING AT FINISH FLOOR OTHERS
BUILDERS DISCRETION.
DO NOT SCALE DIMENSIONS FROM
T-1 T:m:_ THESE DRAWINGS.IF A DIMENSION 15
0.C. 4
#3 @ 48 THICKENED EDGE 8"X8" d .4 UNCLEAR REFER TO THE
ROD CHAIRS (TYP.) 11511 1-11 w/ 1—#5 CONT. DETAIL 10A ARCHITECTURAL DRAWINGS OR
of
12 1—STORY, w/(2)#4 CONT. PLAN NAME
(2)#5 CONT.
16 2—STORY, w/(2)#,5 CONT. CONCRETE FOOTING CCUMBERLAND — CLASSIC
(SEE PLAN) 12" THICK x 90" WID DESIGN/DRAWN/CHECKED
CS / KM /LAP
M ONOLITHIC EDGE FOOTING PORCH STEM WALL w/ PAVERS DATE
PAD AT BOX COLUMNS ��io THICKENED SLAB 12.26.16
S1.01 SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0" S1.01 $1.01 SCALE: 3/4 1'-0" SCALE
�'�-o 1 AS NOTED
LPA No.
rwt pw
qj TOLL-16-01040
CONTROL No.
THIS PLAN MUST
4476
SHEET
ON JOB SITE FOrr_�.'
I T.Z.ACH INSPECTICk*.'.
R
1,44
S1001
SHEET 5 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2xE$-1/2 OF PLY'S & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
13EAM OR TRUSS, SEE PLAN lax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
ANCHOR LEGEND F L:CA# 8344 SC:CA#3579
%" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
\GENs
J,
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR 0.
TOP PLATE, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED S OF
oo *6
ROD TERMINATES AT FIRST FLOOR
(95 -P, % P
TOP PLATE, SEE DETAIL 12/SO.1
SIMPSON HTT5 SEE DETAIL 15/S0.1
Christopher J Sabourin P E
SEE 3/S0.1 FOR BEAM 0 SEE 3/S0.1 FOR BEAM FL PE#71461
v-j)2x6 SIMPSON DTT2Z SEE DETAIL15/SO.1
CONN. (TYPICAL) S:)F#2 SPF#2 CONN. (TYPICAL) _i��V_ISIONS DATE'�
((2)2x8 1/27)
(2)2x8 1/1� ((2)2x8-1/2 P DST. /-POST.
C7
rT-ln ;4W- SIMPSON LTT20B SEE DETAIL15/SO.I
N-M 1 1 -
CANTILEVER BEAM PROVIDE MIN. PROVIDE MIN. CANTILEVER BEAM
12" LONG LIGHT GAUGE STRAP
TO SUPPORT (2)INTERMEDIATE LSTA1 2 FASTEN TO TOP PLATE AND STUD
(2)INTERMEDIATE 0 TO SUPPORT NTH 5-10d COMMONS
TRUSS ABOVE HU210-3 JACK STUDS. JACK STUDS. T X1 TRUSS ABOVE
HANGER N I
OSB WALL FASTEN TOP OF WALL X /-N WALL STUD SCHEDULE
I I N N HU210-2
% PER DETAIL 5/S0.1. PLATE STUD SIZE
HANGER LOCATION HEIGHT & SPACING
LLI L
91-111 2x4 SPF#2 0 16" O.C.
Ld > EXTERIOR (00 FIELD ALTERNIFION
CN > J 01 6x6 P.T. SYP#2 POST MAX
T X 0 1 M 2x6 SPF#2 @ 16" O.C. or CONTRACTOR SHALL CONTACT LOU
EXTERIOR 10,-1 PONTIGO&ASSOCIATES PRIOR TO
M < to \_w/ABU66. SEE DETAIL MAX 2X4 SPF#2 0 12" O.C.
NI.-I. MAKING ANY STRUCTURAL FIELD
X < 31 0 10,-1 TO MODIFICATIONS WHICH MAY VARY
N I T-- to 2/S0.1. (TYPICAL) EXTERIOR 14, 2x6 SPF#2 0 16" D.C.
0 r- I _011
X FROM THE INTENT OF THE ORIGINAL
CN 1 0._0" CONSTRUCTION DOCUMIENTS.ANY
0 F I OP OF WAL, X INTERIOR 2x4 SPF#2 @ 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
m C14 MAX
LL_ TAIL 5/SO." BEING APPROVED BY LOU PONTIGO 8
P 12'-0" 2x6 SPF#2 @ 16" O.C. DL ASSOCIATES MAY RESULT IN
Lj INTERIOR
0 MAX 2x4 SPF#2 0 12" O.C. ADDITTIONAL ENGINEERING OR
SOLE PLATE @ 32" O.C. < cy_ INSPECTION FEES.
I w
6x6 P.T. SYP#2 POST m 1.) WA I LL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
w/ABU66. SEE DETAIL TOP PLY TO STUDS IN
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
2/S0.1. (TYPICAL) W/SDWC1 5600 @ 48" O.C. CONTRACTOR MAY INCREASE STUD SIZE TO MEET
)2x6-'l OSB WALL 0 ARCHITECTURAL REQUIREMENTS.
SHEATHING. HU210-2 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z
X
N YELLOW PINE.
X
(4)2x6 04 HANGER 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
0
r -SPF#2 SPF#2
Do
CANTILEVER BEAM 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
POST. U
(2)2x8-1/1 f(2)2x6 1/1 (2LM-1/1" POST. TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C.
TO SUPPORT Lgf)
------ (2)2X1 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
_2! I
I----------------j 11 SHEARWALL,S
00 BEAM
X TOP PLY TO STUDS
F1302
SPF#2
(-3)2X6
W/SDWC15600 @ 48" O.C. COMBINED USE PANEL NOTES
ABOVE J*
71 POST. X i SPF#2 SHEATH WALL CONTINUOUS
1 so POST. 1. EXTERIOR WALL SHEATHING SHALL BE
THRU BUMP OUT WALLS, CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
BRACE TOP TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
b.c. OF WALL PER
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj
SEE DETAIL
1/S0.1 Sim. CN
1/SO.2. 2. SEE SHEET SO.0 FOR WALL SHEATHING z
SPECIFICATIONS.
X 3. UPPER MOST TOP PLATE SUPPORTING ROOF
F11 FF I C14 MEMBERS SHALL BE STRAPPED AS SHOWN IN
01_�
Ld
> SHEATH WALL CONTINUOUS DETAIL 1/SO.O 0 n
STRAP HEADER 0 THRU BUMP OUT WALLS.
0 m 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
PER 7/S0.1 (4�2x*- 3/SO.O
r) 4< Uj
SPF#2 -SPF#2
SHEATH CONT.
X POST. POST. GENERAL NOTES
TRUSS T51 ABOVE TO FLOOR DECK.
...... Ld V)
-6 > FASTEN U) 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
W_221 0
SHEATHING TO SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SIZES AND SPACING. AT GIRDERS AND BEAMS
SPF#2
\ 1 < EACH TRUSS SEE DETAIL
POST. \ 1 (0 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
FAST N TOP OF WALL N�11 CN MEMBER W/(8)d
rn 0
2/SO.2. PLIES.
CD @ O.C. DO
LL_ 04
NOT BREAK 1 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
PE R DETAIL 5/SO. 3 SHEATHING SPECIFICATIONS.
LLJ SHEATHING AT VX CD
0 04 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
of TOP PLY. 11_% I
6x6 SYP#2 POST PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
U�
w/ ABU66. SEE SHEATH WALL CONTINUOUS TOGETHER PER DETAIL 6/SO.O
3/SO.O
0 THRU BUMP OUT WAIILS.
SB WALL DETAIL 3/SO.2. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/SO.1
)2x�-1 C(2)2x6 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
F(27)2 x 6 U
(2)2x6-1/71 '(2
\--S P 1-#2 (3)2x6 TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
POST. SPF#2
POST. SEE DETAIL 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
3/S0.2. AND HOLD DOWNS
CS18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN FIRST FLOOR
THIS END w/ 9-10d.
K-,zF- FRAMING
WALL FRAMING
SHEARWALL NOTE: SW: 3/6 PLAN
SW: 3/6 DESIGNATES SHEARWALL NO NAILS REQUIRED
NAILING - 8d @ 3 PIP EDGE AND 6pp "FIELD" FLOOR IN CLEAR SPAN
TRUSSES- �11
OR JOIST. DO NOT SCALE DINENSIONS FROM
SOLE PLATE ANCHORS SEE SCHEDULE ON THESE DRAWINGS.IF A DIMENSION IS
z UNCLEAR REFER TO THE
ON D---TAIL 3/SO.O WALL FRAMING--/ Uj ARCHITECTURAL DRAWINGS OR
z
IAJ
CS1 8 STRAP w/ 10" PLAN NAME
FIRST FLOOR FRAN�ING PLAN END LENGTH. FASTEN
THIS END wl 9-10d. (CUMBERLAND - CLASSIC
SCALE: 1/4" V-0" DESIGN/DRAWN/CHECKED
SOLE PLATE ANCHOR SPACING SCHD CS / KM /LAP
DATE
ALL EXIERIOR WALL 42" O.C.
UNLESS OTHER NOTED 12.26.16
SCALE
SHEARWALLS 24" O.C. AS NOTED
(SW 8d03"/6")
LPA No.
SOLE PLT @I WHEN NOTED ON PLAN TOLL-16-01040
SEE NOTE 2
CONTROL No.
THIS PLAN MUST BE
1. INSTALL SOLE PLATE ANCHORS PER DETAIL 4476
3/S0.0 SHEET
01NI JOB SITE FOR
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EX MPLE - SOLE PILT @ 36" = 36" 7ACH INSPECTION
ON CENTER SPACING S101
SHEET 6 OF 9
SYMBOLS LEGEND
CON T. WALL ROOF DECK TO HTS16 DESIGNATES UPLIFT CONNECTION.
SHEATHING. BLOCKING w/ 8d
2x6 LEDGER INSTALLED
OVER SHEATHING w/ COMMON 0 3" O.C.
//�5-110dl 0 16" O.C. FRAMINQ P AN NOTES-
- --- - - - - - - - - - - - - - 1. FOR TMCAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
X ROOF 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
V TRUSS 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.Q.
4. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUME3ER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
I Lo u Pontigo M
2x4 BLOCKING 0 48" TRUSS Associates, Inc.
O.C. FASTEN EA. END
w/ SDWC15600 SCREW 420 Osceola Avenue
2ND LVIL INSTALLED SIMILAR TO FASTENING DETAILS lax. Beach, Florida 32250
FLR ELEV IV TOE—NAIL APPLICATION. Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA# 3579
FRAME UPPER LEVE
STUDS CONT. TO 2ND 2x4 BRACE. FASTEN .......
LEVEL TOP PLATE. 1114
EA. END w/ (4)1 Od NX
J. %
FACE NAILS. 46
6
Q .7
SECTION
SCALE: 1/2" 1'-0"
S
oll
C,
STUD DIRECTLY
BELOW TRUSS TOP PLATE TO
RAFTER TAILS, SDWC 15600 STUD SDWC15600
RAFTER TAILS, 2 5 1 5 SEE DETAIL 7/SO.2 2 Christopher j Sabourin PE
SEE DETAIL 7/SO.2 SO.1) Sim SO.0 '130. (2)H TS1 6 SO.0 SO.1 FL PE#71461
(2)H TS1 6 V /__�f_)
T83 T54 714 T12 TRUSS TIE DOWN WITH SIMPSON SDWC _;��V_ISIONS DATEN\
:- - - - - -- - - - - - - -
q IN Cq
00
LO U 10) 0 0 kT.] 1,- (0 Lo, Rafter to Top Plate shown
N CN N N co co 0
'0 to 0 C> 0
j N 04 C14 CN o 0 0 0 0 0 Truss to Top Plate similar
F- l-_ F_ LL L LL LL LL LL F_
PORCH CEILING SHEATHING /// / , - I I
V05 Optimal 22)�
AT BOTTOM CHORD OF
TRUSS SEE 2/S0.1.
10,
30'
MIN
2x6 BLOCKI\IG BELOW L
WALL ABOVE. FASTEN
VU7
rFIELD ALTERNPION
EACH END W/(4) 1 Od
//Z P$ CONTRACTOR SHALL CONTACT LOU
@ 4 0.C. STUD PONTIGO 8 ASSOCIATES PRIOR TO
�2 11 1 1 11 MAKING ANY ST '.UCTURAL FIELD
SO.1 08 2 X"Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
4N SO.1 CONSTRUCTION DOCUMIENTS.ANY
4N FIELD ALTERNATIONS MADE PRIOR TO
ASSOCIATES MAY RESULT IN
-ANEERING OR
STUD SDWC15600 ADDITIONAL ENC
U_
U
1. Sloped-roof rafters may be sloped up to and including
X
TRUSS TO WALL W/SDWr6'N#15600 a 12:12 pitch and must be "birdsmouth" cut.
2. Reference detail 4 for installation instructions.
NN
ZZ/_/Z_2, SIMPSON SDWC INSTALLATION RANGE
PORCH CEILING SHEATHING
Z/.LL_ "�—AT BOTTOM CHORD OF
AZ TRUSS SEE2/S0.1.
S 0
(2)HTS1 HTS1 6 11316
_��11 I 1'007T 11,11.r 1 11 11 V)
/VK-Z f-AY X X X z X A /zI Or Zz z Z Z Z Z.,, IlyZl,, /
or,V1X1Xy,1,7,1X1 /7_77,,,o,,,n7/7/-77T
o7,=77
LL U_ LL
11-buz 11111 1 "a "a 8 LLJ
0
26
I )HTS16
r
THD26
I \ RAFTO TAILS,
li PE P-I
114 2
FRAML R LE STUDS SEE �ETAJL 7/SO.2
CONT. FROM 1ST TOP PLY
SO.1
------- TO 2NDLEVEL TOP F LATE. DO Uj
THD26
SO.1 NOT FRAME KNEEWALL 0 FLOOR 114 Z
YSTEM ELkV3ATION.
DIAGONAL BRACES 0
1 1 THD26
—UH 1 1 , 1111 1 " 1--lo
PER 1/S1.2. — A
_T 14 IRECTLI
STUD NOT D
0 BELOW TRUSS
THD26 I 1 11 1 1 SDWC15600
N (2'H TS 16 1 114
CID 0 1
CID CD W (D co F- 4< Uj
CN IN N IN N N IN Ni C4 C14 N IN N LL 1[g-tq; Reference detail 2a for installation angle limit
a 0 0 CONON In 0 0 0 0 0
X 2: X Z: X
THD26
-----4L%- P
2x6 BLOCKING ELOW STALLATION
N N IN
W co co co (D co (n co to co
(2)H TS1 6 0 0 :D
__3 k_ —�2_) _111rs 16 THD26 WALL ABOVE. FASTEN 1�01111111
T51 1W I ""'I I �X-�
N
10 VO4 CD T4 EACH END W/ 4 1 Od
SOA > > > > > >
11111=10—- (Truss to Top Plate similar)
V03 ��THID26 I V _F
4)HTS16 U) 0 04 O,C. Rafter to Top Plate shown r)
LLI
N
:T:H
V C=i - STUD NOT DIRE
114
BELOW TRUSS
X X \,--RAFTER TAILS,
THD?8,
SEE DETAIL 7/SO�2
co CO C14 CN 04 04
co r*_ Vol r__ 11,- It- It- VC4 0 CD 0 0 0 1 1114
Lo , I L6 Do not install SDWC in
F- PI.- I-_ LL LL AL LL LL hatched area
U U
u- L
ru- U_ U_
zzz -42 1 1 11
/Z/Zzz 4;Z.4:0-Z.4 4
7 7-,ZZ 444Z,
11TI 8 T53 T19
-T\\ I SDWC15600
"N U
(2)HTSIL: 2 H T—Ql&
2
RAFTER TAILS, 5 1 10 Overhan �j 1/2- MIN
SEE DETAIL 7/SO.2 SO.0 SOA SO.1 2 MNX
Sim
SDWC INSTALLATION RANGE
FLOOR AND
D
Products Truss Connector Total List TRUSS ROOF RAFTER NOTES: STRAPPING NOTES ROOF TRUSS
PlotlD Length Product Plies Net Qty Manuf Prcduct Qty Rafter or Truss
if 4 i 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING X** minimum edge PLACEMENT
F1301 18-00-00 1-3/4 X 16" VERSA-LAM@ 2.0 3100 SP 2 2 USP THD414 1 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full
values (with or Splice may be in upper or
171302 3-11-08 1-3/419 X 16 YERSA-LAMO 2.0 3100 SP 2 2 USP JUS24 17 SCREW UNLESS OTHERWISE NOTED without a plate lower plate PLAN
USP THD26 31 splice)
DO NOT SCALE DINENSIONS FROM
THESE DRAWINGS.IF A UMENSION IS
UNCLEAR REFER TO THE
4' from top plate ARCHITECTURAL DRAWINGS OR
splice Offset
for full values STUD NOT DIRECT
BELOW TRUSS PLAN NAME
FLOOR AND ROOF I�RUSS PLACEMENT PLAN
BERLAND - CLASS
(000CUM Ic
SCALE: 1/4" V-0" DESIGN/DRAWN/CHECKED
CS / KM LAP
DATE
SDWC AT TOP PLATE SPLICE 12.26.16
SCALE
AS NOTED
LPA No.
cor TOLL-16-01040
CONTROL No.
THIS PLAN MUST BEI
4476
ON JOB SITE FOR SHEET
J
0,
LEACH INSPECTION S102
SHEET 7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN ..........
LINE DESIGNATES SIDE OF WALL THE
SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER P,
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associ ates, I nc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
lax. Beach, Florida 32250
BEAM OR TRUSS, SEE PLAN
Ph.242-0908 Fax.241-9557
ANCHOR LEGEND FL:CA# 8344 SC:CA#3579
3 k".. )`
,j" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1 11118181-
S,
A307 DIAMETER FULL HEIGHT
�rF-NS
X/5 THREADED ROD, SEE DETAIL 12/SO.1 50
0 7 461
A307 DIAMETER THREADED
2
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
E F
%
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
(95 0 R
TOP PLATE, SEE DETAIL 12/SO.1 06660,iAs '
A
OMI- T39 AND 3ALLOON FRAME WALL SIMPSON HTT5 SEE DETAIL 15/S0.1 OPP
TO OUTLOO<ERS PER 1/S1.4. J# Christopher J Sabourin P E
.0 F L P E#71 4 61
00 SIMPSON DTT2Z SEE DETAIL15/S0.1
IONS
E(2)2x6-1 C(2)M-1/2�((2)M-1/2
ri��Vls DATE
SIMPSON LTT208 SEE DETAIL15/SO.1
00
V-
CV) 12" LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
V) WALL STUD SCHEDULE
V) V)
:D
p-- C'4 PLATE STUD SIZE
6 LOCATION HEIGHT & SPACING
0 L0 91-111
EXTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERATION
10,-1 2x6 SPF#2 0 16" O.C. or CONTRACTOR SHALL CONTACT LOU
EXTERIOR MAX 2X4 SPF#2 0 12" O.C. PONTIGO It ASSOCIATES PRIOR TO
< MAKING ANY STRUCTURAL FIELD
FASTEN WALL TO TRUSS BELOW PER 11/SO.2, Sim. LIJ CS18 @ 130TTOM OF STUD EXTERIOR 10,-1 To 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY
n e- 14'-0" FROM THE INTENT OF THE ORIGINAL
z WHERE NOTED. SEE DETAIL 101-0.. CONSTRUCTION DOCUMENTS.ANY
AT BOTTOM RIGHT OF PAGE. INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
0 BEING APPROVED BY LOU PONTIGO 8
(10 -1 1-7 INTERIOR 12'-011 2x6 SPF#2 @ 16" O.C. Dr ASSOCIATES MAY RESULT IN
CS1 8 < LLI N MAX 2X4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
L.,L-- M N
N sirup momm-
N
N 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
X
N 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
STRAP HEADERJ
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
PER 8/SO.O. YELLOW PINE.
00 V)
0 X V) C� 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LD
fr 0 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
C14
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
V)
< 0 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
PROVIDE MIN. SHEARWALLS
Of 0
bi LIJ (2)INTERMEDIATE
:2 d- X COMBINED USE PANEL NOTES
JACK STUDS. FASTEN WALL TO 0 < a_
ry TRUSS BELOW P E Q.,, 3: 1. EXTERIOR WALL SHEATHING SHALL BE
I, z 0 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
Ld 11/S0.2, SIM.
Z Y Lj TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
01 Ld SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
C) 0 U) m Uj
C) 0 <
_j -J LLI 2. SEE SHEET SO.0 FOR WALL SHEATHING U Z
_j �- - u n
< =) SPECIFICATIONS.
M 0 CS1 8
u) N
Lj 0 3. UPPER MOST TOP PLATE SUPPORTING ROOF 4<
I'll U) MEMBERS SHALL BE STRAPPED AS SHOWN IN
X DETAIL 1/SO.O n
0
-1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
04 3/SO.O
1�11 ::) LLJ 4< Uj
0 n
CS1 8!-4,' V)
PROVIDE MIN. 0 GENERAL NOTES
N
(2)INTERMEDIATE---X xl <
LLJ 3., 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
JACK STUDS. 04 :2 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
FASTEN WALL TO TRUSS BELOW PER 11/S0.2, SIM. V) < 0-
0:� < SIZES AND SPACING. AT GIRDERS AND BEAMS,
LL- 0� PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
0 F- PLIES. 4<
z V)
0 Uj
0 0 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
0 SHEATHING SPECIFICATIONS.
N
of
-j Ld ;z V) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
m
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
z 0
LIJ -1 1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
LLJ 3/SO.O
V) m
<
%J 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
N ATTACHMENT PER DETAIL 5/SO.1
)0
U
V) 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
001
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
OMIT T35 2 BALLOON FRAME WALL AND HOLD DOWNS
TO OUTLOOKERS PER 1/S1.4.
CS18 STRAPPING DETAIL
CS18 STRAP w/ 10"
N LENGTH. FASTEN SECOND
THIS END w/ 9-10d.
STRA ALL TO FLOOR
WALL FR*Fm6P&, B TRUSS)
, z
BELOW TAIL X/SO.2. DA
FRAMING
NO NAILS REQUIRED PLAN
IN CLEAR SPAN
FLOOR
TRUSSES- �11
OR JOIST. DO NOT SCALE DINENSION5 FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
w C-0 ARCHITECTURAL DRAWINGS OR
WALL FRAMING
z
DA CS18 STRAP w/ 10" PLAN NAME
SECOND FLOOR FINJOIVOING PLAN. END LENGTH. FASTEN UMBERLAND - CLAS
SCALE: 1/4" V-101" THIS END w/ 9-10d. rc .
DESIGN/DRAWN/CHECKED
CS / KIM /LAIP
DATE
12.26.16
SCALE
AS NOTED
w LPA No.
y
JOB Covo"A 0 mm% TOLL-16-01040
THIS PLAN MUST BER CONTROL No.
4476
ON JOB SITE FOR SHEET
INSPECTION
S1 *3
SHEET 8 OF 9
7-
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTE§-
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DES" SPECIFICATIONS SEE SHEET SO.O.
4. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. ------
Lou Pontigo and
TRUSSAssoc i a tes, I nc.
FASTENING DETAILS 420 Osceola Avenue
lax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
............
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31
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2x4 SYP#2
OMIT T39 AND 3ALLOON FRAME WALL /.',/—OUTLOOKER L
@ STUD DIRECTLY
TO OUTLOO<ERS PER 1/S1.4. 241, O.C. BELOW TRUSS TOP PLATE TO
10 SDWC1 5600 STUD SDWC 15600
Christopher J Sabouri n PE
FL PE#71461
S''.4
TRUSS TIE DOWN WITH SIMPSON SDWC
M1 r�WVISIONS DATE�
T,.9
V,- =.5-V '5 7
7,�'7�' 1� �V 1
Rafter to Top Plate shown
Truss to Top Plate similar
T T3A Optimal 22)�
X
100 0'
T3 30'
ks
SO.0 T38 FIELD ALTERATION
L
STUD DIRECTLY PONTIGO&ASSOCIATES MOR TO
31
N I V-O
5 BELOW TRUSS MAKING ANY STRUCTURAL FIELD
'Ylvlax MODIFICATIONS VVHICH MAY VARY
SO.0 LAr--f FROM THE INTENT OF THE ORJGINAL
FIELD ALTERNATIONS MADE MOR TO
CONSTRUCTION DOCUMENTS.ANY
'�Xxx XX KXXX (XXX, X X> XX XX KX T38 SDWC15600
0 $ 1.ko Z'cc) IF — 1, 1 TOP PLATE TO ASSOCIATES MAY RESULT IN
-C) '10 10 .10 0 C:> N 'CV) "Lo 'Aco 0
111) X STUD SDWC15600 ADDITIONAL ENGINEERING OR
X
T3 1. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be "birdsmouth* cut.
2. Reference detail 4 for installation instructions.
-171 SIMPSON SDWC INSTALLATION RANGE
0
_j V)
_j Z
<
Of S1.4 0 Uj
Li LLJ
a- Z� 7 5 r)
<
Cn �SO.0)
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LL_ Ld
Z T
0 LU
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_j _j
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M 0
STUD NOT DIRECTLY
F_ zzl*�' zz /NIN j rjf�// � BELOW TRUSS
SDWC15600
T3
Mr. Reference detail 2a for installation angle limit
2x4 SYP#2 IXYX4�X\/Izxxxxxxxxxxxx�zxxxxxxx (ZXX2gXzXXk�XXXM I\le\,I\ V)
Z "'o
OUTLOOKER_"' zXzXzX'z
)$ T3 SDWC INSTALLATION
@ 24 O.C. co
5 V_
SO.0 >
Rafter to Top Plate shown r)
(Truss to Top Plate similar) 0 Uj
T36
SO.0 CD z
STU D NOT. DIRECT
T36 NT BELOW TRUSS
T36
> Do not install SDWC in
hatched area
> 0 0
�2 a '_�z 14 T3 SDWC15600
U
2x4 BLOCKING 4-0.13lx3" TOE NAILS (2 EA. SIDE) 2x4 SYP#2 __1 1/2- MIN
HA4 @ EA. 2x4 OUTILOOKER OUTLOOKER 2- MAX
is
OUTLOOKER /AT 24" O.C. NOTE @ 24 C.
PLACE GABLE END TRUSS
ROOF TO THE INT. FACE OF OMIT T35 2 BALLOON FRAME WALL S'DWC INSTALLATION RANGE
STUD SPACING, SEE BALLOON FRAMED WALL TO OUTLCVX�`KERS PER 1/S1.4.
FRAMING PLAN OR--, SHEATHING AND FASTEN TRUSS TOP D
SCHEDULE. AND BOTTOM CHORDS TO ,0,0F TRUSS
5-12d TOE BALLOON FRAMED WALL TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
2x4 BLOCKING AT \NAILS EACH STUDS w/ 2-0.131X3 ,,.---Rafter or Truss PLACEMENT
48" O.C. BETWEEN TRUSS NAILS AT EA. STUD. 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING A** minimum edge
GABLE AND FIRST WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full PLAN
INTERIOR TRUSS. SCREW UNLESS OTHERWISE NOTED values (with or Splice may be in upper or
FASTEN GABLE END without a plate lower plate
TRUSS w/ FULL HT. splice)
ANCHOR AND HA4� DO NOT SCALE DIMENSIONS FROM
(2)2x4 FLATWISE EA. END THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
BLOCKING TO AC from top plate ARCHITECTURAL DRAWINGS OR
SUPPORT QUICK splice Offset
TIE CABLE for full values STUD NOT DIRECTLY
ROOF TRUSS PLACEIVIENT PLAN BELOW TRUSS PLAN NAME
SCALE: 1/4" V-13" UMBERLAND — CLASSIC
cc
2x4 JACK STUDS DESIGN/DRAWN/CHECKED
CS / KM /LAP
DATE
SDWC AT TOP PLATE SPLICE 12.26.16
SCALE
V16" QUICK TIE
CABLE 8" FROM AS NOTED
CORNER Aaft AMP& LPA No.
JOB %M;Ury TOLL-16-01040
QUICK TIE/ QUICK TIE/ CONTROL No.
CABLE CABLE THIS PLAN MUST BE 4476
SHEET
BALLOON FRAMED GABLE END L ON JOB SITE FOR
��.4
I EACH INSPECTION S104
SHEET 9 OF 9