1649 ATLANTIC BEACH DR - NEW HOME STRU DESIGN SPECIFICATIONS USP CONNECTORS JUNG
0.131X3" TOE NAILS CA OU 28NDOW SILL SCHEDULE
n
TE NAILING,
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD 2X6, 2xB = (5) NAILS TYPICAL TOP PEA MIN. ROUGH DROPPED HEAD MINIMUM END
-HAUK - _0" MIN. SPLICE L TH OPENING OR SILL PLATES FASTENER EACH END
- RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2XID, 2x12 = (7) NAILS FASTEN ALL TOP PLATES (16
2010 FLORIDA BUILDING CODE 3" END NAILS: ) 0.131XY NA
1 CAR SYP SPF 0.13lx 9- LVIL, 11- EVE. (7) NAILS TOGETHER W/ (3) ROWS VENLY SPACED < 4*-4" (1)2X4 SPF #2 (4)12d TOE NAILS
K
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): +22.9 (2) 0 2x4, 14- LVL, 16- EVIL (9) NAILS OF .131x3 0 12" D.C. STAGGARD. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (ESE) GARAGE USP A35 450 450 (9)l Odxl'/, (3) 0 2x6,
a' = 4'-6" DOOR 8�-4_ _�-3)2X4_SYP #2 (I)A34 + (4)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM -28.8
10 +25.6 -27.7 +25.6 -34.2 (B'x7') USP RT7 585 495 (5)8d EA. -ND (4) 0 2x8. SYP#2
- rSYP#2 DEIL. HEADER, 4 12'-0* (3)2x6 SYP #2 (I)A35 + (4)12d TOE NAILS
ROOF FLOOR USP RTSA 775 650 (5)10dxl1/,` EA. END i
2 CAR TYPICAL WALL FRAMING NOTES:1 6"MAX. 4'-0" MIN.
(cd=1.25) (cd=1.00) +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 ROOF SHEATHING, TOP PLATE PER PLAN
ROOF LOADING 50 USP MTW12 1195 860 (7)10dxll/," EA. END 1. USE SPF#2 OR BETTER FOR! SEE SPECIFICATIONS
TOP CHORD LIVE LOAD 20 psf 40 psf )20� 23.9 USP HTW20 1450 1245 (12)10c1x1'/%" EA. END ALL WALL STUDS_ :FT_ Lou Pontigo and
TOP CHORD DEAD LOAD 7 pelf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -2:66:j (16 x7) SEE 5/SO.0 1 1 Associates, I nc.
TOP CHORD DEAD LOAD 20 DO (TILE SHINGLES) 10 psf USP MSTA24 1640 1 1455 (9)1 Od EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE RAISED
BOTTOM CHORD DEAD LOAD 5 psi 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL HEADER ARCHEQ TRANSOM Orn2L 420 Osceola Avenue
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 ---- 2x SEE DIAGONAL BLOCKING
'/,"o ROD ED FTG. 3. USE SYP#2 FOR ALL r_-__. F STENED w/ 3-0.131%V' jax. Beach, Florida 32250
DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO dEADER HEADERS DROPPED EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. HEADER ,�_SHEATHING MAY EXTEND 2"
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 4. ALL WALLS SHALL BE PAST BLOCKING- WNDOW FL:CA# 8344 SC:CA#3579
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE+ USP HTT22 5370 5370 `/,"0 ROD TO FTG. BALLOON FRAMED FULL -------- ?�,ARCHED ATTACHMENTS MUST
WIND LOADING: HEIGHT TO ROOF OR FLOOR AN SOM SYP#2 HEADER,,, ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A . LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/."0 ROD INI (12)16d BEARING ELEVATION, U.O.N. ON L-- - -----J FASTEN LOWER STUD PTI N PER PLANS
TO TALLER STUD w/
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/8"0 ROD ./ (12)16d PLAN. PERMANENT TRUSS SEE RIGHT
. PLUS = PRESSURE AND 2-R JACK f�
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS MINUS = SUCTION. BRACING BY OTHER OWS OF 10d COMS KING RUDDS,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)L/,"x2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF' 0 12" D.C. WINDOW SILL SEE SEE PLAN
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING :e lzi?VIE 8 j. A
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FULL HEIGHT ANCHOR SCHEDULE
WALLS TO CONCRETE SLAB AT INTERIOR WALLS FOR SILL SIZE AND
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. TYPICAL SOLE CONNECTION EACH AT TWO STORY CONDITIONS,
---------- 130 MPH SIMPSON CONNECTORS w/lOd MASONRY CUT NAILS 0 \-TYPICALLY %" FULL ELAM-11AWII& WNDOW SILL SEE PROVIDE SOLID BLOCKING
BASIC WIND SPEED (ASCE 7-10) a 48" D.C. MINIMUM. SEE HEIGHT THREADED END a
UPLIFT 0.1310" TOE NAILS: SCHEDULE WTHIN FLOOR SYSTEM AT ALL m
IMPORTANCE FACTOR --------------- 1.00 424- FOUNDATION PLAN ADDITIONAL RODS 0 6P-O" OsC, -3 0. 61
CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) 0 2x4, UPPER LEVEL POSTS & JACK -- 7i
MEAN ROOF HEIGHT ---------------- 20.0 FT 0 a SYP SPF STUDS E m
(4) @ 2x6,
ROOF PITCH ------------------- 7/12 A35 450 450 12-Bdx1V," 10446.4 (5) 0 2x8.
I SDWC15600 SCREW
BUILDING CATEGORY ---------------- 11 t- BLOCKING ONLY REQUIRED %
H2.5T 600 520 5-8d EA. END 11478.3 INTERIOR BEARI AT SHEARWALLS ANC-� PT. SPF#2 SEE 8/SOLO
424- DENOTES EDGE STRIP.
-----------
ENCLOSURE CLASSIFICATION -ENCLOSED
EXPOSURE CATEGORY --------------- C SEE C & C CHART H8 620 530 5-1 Odxl'/," E-A. END 11470.3 SEE PLAN FOR STUD SIZE STUCCO FINISH SOLE PLATE
---------- ± .18 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-1 Ddxl'/,' EA. END 10456.3 AND D.C. SPACING. 1111 1111 A I i I KI E5 A A 11 A �Pz
INTERNAL PRESSURE COEFFICIENT WALL SHEATHING ONAL
HTS20 . 1450 1245 24-1Odx11/," EA. END 13872.3 CONTINUOUS BLOCKING
i SEE DETAIL i/SO.1 71
MATERIAL SPECIFICATIONS to MSTA24 1765 1270 9-10d EA. EMD 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS FOR SPLICING FOUNDATION, SEE PLAN I C h ri sto P h"e" r I Sabourin PE
a WHERE POST IS ABOVE+ OPTIONS
MSTA36 2050 1870 13-10d EA. END 13872.8 0 8" D.C. 8 11/12 FL PE#71461
--- --- 18-16d TO TRUSS/BEAM FLOOR S EATHING WALL FRAMING Al MAX. M 1
.1 1[ 1 WALL FRAMING AT N+ SOLE PLATE ANCHOR;
HARDWARE AND ANCHORS: to HTT4 3480 3080 11496.2 Eld 0 3" SEE SPE(IFICATIO+ PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE _-NIII
[NOT ACTUAL PLAN] - PLATE BREAK REVISIONS DATE
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH l-/,"O ROD TO FTC+
ASTM A 307 OR ASTM F 1554 GRADE 36. Z3 BUILDER MAY CHOOSE EITHER THE DROPPED
32-16d TO TRUSS/BEAM
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 To-F:�G- 11496.2 ------- 1HEACER CONDITION OR RAISED HEADER CONDITION] WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 1-5/,"0 ROD QROPPFD HEADER CONDITION
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO - /'�2 TYPICAL WALL FRAMING
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS- LUS28 930 780 6-10d TO HEADER 10655.113 T
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QE BE RESPONSIBLE 4-10d TO JOIST )�"XV SIMPSON TITEN ED
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE I/.' FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND '/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- __j w/3X30.229" WASHER SEE Q& HOLD DOWN
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING
(I.I.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE V41TH THE CONTRACT SYP#2 DBL.
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/,"0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE SEE 5/SQ.O SEE 1/SOL1
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/,"0 ROD EPDXIED 6" MIN 10849.6 BUTT JOINT-\
EPDXY.- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES, BLOCKING ONLY REQUIRED-/ 2 2
RONFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-111E 11506.4 AT SHEARWALIES AND WALL SHEATHING K71FIELID ALTERATION
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO S-FUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/SOL1
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 - FOR SPLICING CONTRACTOR SHALL CONFACT LOU
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/2"0 ROD TO FTG. PONTGO a ASSOCIATES PRIOR TO
OPTIONS /-RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
LSTA12 805 695 10-10d BOUNDARY OF MODFICATIONS WHICH MAY VARY
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT 13872.5 )�" THREACED ROD SHEATHING FROM THE INTENT OF THE ORIGINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT -0. 6. SEE GENERAL NOTES.
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 R I
11705 113-8d 10852.1 SHEATHING EPDXIED 4*w/323DO.229" PT. SYP#2_/ ONSTRUCTION DOCUMENTS.ANY
TO BE WASHER SEE SCHEDULE SILL PLATE MAX+ MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS CONTINUOUS -INTERIOR BEARING FOR SPACING EDGE wl BLOCKING BEING APPROVED BY LOU PCNTIGO a
TO UPPER SOLE PLATE BREAK WHERE REQUIRED Y ASSOCIATES MAY RESULT IN
TOP PLATE WALL, EE SCHEDULE B ADDITIONAL ENGINEERING OR
FOR STUD SIZE EPDXY ANCHOR TITEN HID GENERAL NOTES. INSPECTION FEES
FLOOR SHEATHING SPECIFICATIONS ANCHOR OPTION
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WTH 10d COMMON 0 6- D.C. EDGE & FIELD AND O+C. SPACING. WALL SHEATHING TO gBaQhL
SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING A
SUPPORTED EDGEJ
ROOF SHEATHING SPECIFICATIONS, RAISE )6* FROM E
SHINGLE MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE)+ 8d 0 3"� SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR ST�IWALL I SHEARWALLS WASHER EMBEDMENT EDGE
S1.0 ON S1.0 PLAN AND FASTEN NO SPACING SPEC. DEPTH DISTANCE GENERALNOTES
MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE). Z�! W/Eld 0 3" D.C. TITEN HD 48" 1 24" 3x3xO.229" 4- 2- EXAMPLE OF UNSUPPORTED
E, EPDXY
WALL SHEATHING SPECIFICATIONS, 48 3x.250 229"1 4" 1 2" (UNBLOCKED) PANEL EDGE,
MAS 24�: �/A I N/A I N/A
FLEXIBLE FINISH MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Sd @ 6" O+C. EDGE AND 6" D.C. FIELD, SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (TYPICAL)
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR MNYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH.
NOTES:
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE
STUCCO FINISH.-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Eld 0 6' D.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L--- - ---- L---------J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX.�. ROOF
M MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE W17H AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 NTH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (ILION) TRUS�SES�,,.�O�R
ASONRY SPECIFICATIONS, MULTY STORY -FLOOR JOISTS. Uj
2000 psi PER AS7M C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF -% PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAYBE USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"XV PLATE WASHER, A 3"X3"X/s* W/ 1'/�'O ROUND
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEEL WASHER MAY BE USED. ---\ROOF AND FLOOR SHEATHING NAILING
TYP. WA.-L SEC's IONS SOLE PLATE ANCHOR DETAIL Et SCHEDULE r4
CONCRETE MASONRY UNITS (CMU), SCALE: 3/4" = V-0" Uj
CMU SHALL BE IN ACCORDANCE V41TH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1. NORMAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (rm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL \ZOIJ SCALE: 3/4" 1'-0" Uj
REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOLITS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0".
MASONRY STEMWALLS' ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM CGOE. E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS. STACK BOND SHALL NOT BE �2- Z
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE CROUT. SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
WITH - #4 0 4'-0" D.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS+ PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 1ET D.C. VERTICALLY, (EVERY OTHER COURSE). AND VERTICAL REINF. SHALL 13E INCREASED AS NOTED ON NAILS 0 8" 0 C <
2 PLY 0
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". f BEAM. STAGGERED
SIMPSON 2x4 BLOCKING
R SDWC15600 3 PLY BEAM. 024" D.C. FASTEN LU
CLAY MASON Y (BRICK)h SEE ROOF "\--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 VERT. NAILS 0 4" D.C.
CONCRETE SPECIFICATIONS* To Top 0 T USS 4
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AGI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF .3000 PSI AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. (4) ROWS 12d Lf)
�l AT 12" D.C.
PROVIDE 2x4 BLOCKING
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE. 2x6 MEMBERS J
AT HORIZONTAL JOINTS. ROOF SHEATHING SEE (2) ROW OF 10d STUD BELOW
GENERAL NOTES SPECIFICATIONS 6ELOW. (3) ROWS 12d NAILS 0 4" D.C. LOWER TOP 4;10d
4_10c
FOOTING AND FOUNDATION& HEEL > 1.-0.. AT 12" D.C. STAGGERED PLATE ATBREAK OVER LAP DOUBLE COMMONS
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 RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES+ 2 & 3 pLy BEAMS ORTHOGONAL VIEW WALL INTERSECTION n
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- 2x4 OR 2x6 POST 2x8 POST OF CORNER CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN I Uj
FICA N "heOVER L
W
C' 0 S P
K
RE 'N GINEI
"Roo TRU SS
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 6+)(,-
FOUNDATION PLAN SHOWN ON S1.O. 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 0 z
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 TRUSSLOK TRUSSLOK t
SEE ROOF ENGINEERED WOOD ENGINEERED WOOD
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 #3 048- D.C. OR ROD CHAIRS. FRAMING FASTENERS @ 24"o.c FASTENERS 0 24"o.c Q
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIM P N AS SHOWN AS SHOWN
BAR DIAMETERS DETAILS SDWC�105600 CORNER WALL INTERSECTION
SHEATHING MAY V3-PLJ V-ply CONDITIONS CONDITIONS
M SIMPSON SEE ROOF
TERMINATE AT j \ 0 2
CONCRETE SLABS ON GRADE- SIMPSON Top Ol SDWC1 5600 FRAMING 3-PLY 4-PLY NOTES,
SCWC1 56004 TOP, OF DBL. PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEAN OT 1 Top Pi SEE NOTE 1 1 0
SEE NOTE 1 TOP' PLATE+ DETAILS 14" LVIL AND GREATER 2. - DENOTES 3"xO.131" GUN NAILS 0 6" D.C. VERTICAL
TERMITES. SAWCUTS, OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'06' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE VETHODS.
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WOOD FRAMING SPECIFICATIONS, 5" < HEEL < 1'-0" NOTES, 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED U
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES. CORNER POST, ETC. OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED MEN 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-ENGINEFRFn WOOD TRUSSFS- AT TOP PLATE TO STUD, SPACE 0 48- D.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ROOF TRUSS CONNECTION -'*\ INTERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWNGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACINu PER 'COMMENTARY' AND BUILT-UP MEMBER FASTENING r7
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
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD 0 TOP PLATE- \Z23) TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICATIONS- SDWC15600 SCREW. SEWC SCREW
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 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 WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CI?JTERA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS+ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLAFION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE- THAN 4'-6" FOR CABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
FOR GABLE ENDS.
WATERPROOFING- SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED
ENDS OR OPENINGS LESS FOR GABLE ENDS. DA
THAN 4'-6" GENBmL
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK
CONNECTION STUDS SEE PLAN KING & JACK SCWC SCREW
MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL z BUILT-UP POST IN THE WALL (2)12d TOE STUDS SEE PLAN HEAD OR SILL 24" D.C.
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE\ HEAD Q_R SILL
GABLE X-BRACE. SEE DETAIL 11/S2_0 (MIN) SCHEDULE I 2X6 WALL
L3'/,x3/,x/, 4- 6'-0' 1 PLA.ES SEE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 1_4x3`/�'Y/. 6" 81-0. DESIGNATES SHEARWALL H6-1/2 HEADER SIZE, JACK AND KING STUD SCHEDULE
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-CUN NAILS THE OUANTITY. HEAD OR SILL KING STUD TO FIR MING BELOW: ROUGH 0-1- ARCHI TRUSS TO PLATE:
L5x31/2'X/4 6- 10'-0" --- HIDDEN LINE DESIGNATES SIDE OF SDWC SCREW
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 IS-) GUN NAIL 0 6- WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP ROUGH OP"'G. SEE ARCH PLAN NAME
W TO BE APPLIED, 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
SW
1_60'/2"0/4 6" 12'-0" NAISY�G:. DESIGNATES 8d COMMONS 0 3- KING STUD TO BOTTOM PLATE
16. BdOlU G ATTACHMENT CAN BE INTERIOR OR
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 1_7x3V2*04 6 _011 8d03 6V "IN THE ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. TERRANO-CLAS
__�I D.C. EDGE & 5" O.C_ CONNECTON, IMPSON r
CEILING JOIST, OVER PARTMONS FACE NAIL (3-16d) 4-GUN NAILS FIELD' SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: CABLE ENDS OR
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION BRICK PLATE TO HEADER: 0 CS / BTC /LAP
ADJ - ADJACENT LG Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWCSCREW 0
24" D.C. DATE
- WEATHER BOT - BOTTOM MONO - Monolithic THAN S-B" 05.28.15
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG - BEARING OC On Center HEAD 15EIWN
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GLIN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
RESISTANT COATING OF EPDXY BASED VENEER PERP - Perpendicular GABLE ENDS OR 2-STORY T_ 1� _T : E2
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. BM - BEAM MANUF Manufacture WALLS THAN 8' OR OPENINGS LESS
DBL DOUBLE I A 0
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SCREWS INTO HEADER PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot -10DXlY- i
CONT. HEADER, TWO PIECES FACE NAIL 116dC 16" O.C+ 0 EDGE ATTACHMENT CS1 8 STRAP W/6 2 EPA No.
VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT TOLL '15-00206
CONT. HEADER TO STUD TOE NAIL 1(3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. 0 CC
_LS 3. BRICK VENEER ATTACHMENT: ED - EQUAL OT Quick Tie SOLE PLATE CO BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOVW41 W CONTROL No.
TOE NAIL -16d) 4-GUN NAI NNECTO SOLE PLATE ANCHOR STRAPPING NOT REQUIRED w/8-10d COMMONS GABLE ENDS OR IL
STUD TO SOLE PLATE 1(3 _ HORIZONTAL TIES 0 24" D.C., VERT. EXT - EXTERIOR RUNE - R�flnforce LOCATED WITHIN 6" D PER SCHEDULE AT LOWER LEVEL HEADERS ull
SOLE PLATE TO JOIST/BLOCKING FACE NAIL 1(16d 0 16") GUN NAIL @ B" TIES 0 12" O.C.. (FOR 1IOmph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS W 0 a
NAIL SPECIFICATIONS WINU-�UNL VERT. TIES a 16" D.C.). SEE PLAN BRICK LINTEL. FDN - FOUNDATION SPF -Spru�,e Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY THAN 8' OR OPENINGS LESS lu 0 W
FT - FOOT SYP - Southern Yellow Pine MULTI STORY W SHEET
AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE (STACKED WINDOWS) THAN S-15" S
3"xO.131*'o = GUN NAILS 2"xO.113"0 = RINK SHANK 12" OF OPENINGS. PROVDE3&"0 WEEP FTG - FOOTING THRU - Through (UNSTACKED ANDOWS)
2"xO.113"O = 6d 2/,'*xO.131-0 = Bd HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION MEW HDR - HEADER TYP - Typ col TYPICAL HEADER STRAPPING 9
3%0.148"0 = 10d 3/,%0.162"0 = 16d FLASHING. HORIZ - HORIZONTAL ILION Unless Otherwise Noted cc 0.0
11/,"xO+I48"0 = 10dxl'/,* V/2%0.131"O = Bdxl'/2" OF BRICK LINTEL LEIS - POUNDS VERT Vertical \zlo/
WWF - Welded Wire Fabric SHEET 1 OF 9
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER w/ 10d 0 4" O.C. WALL SHEATHING
FASTENED TO TOP-
PLATE w/ 10d 0 3" O.0 PLATE 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD W/ 3-16
6- 1 - T-NAILS AT EA. FRAMING INTERSECTION.
w- I (MIN. OF 6-16d BETWEEN EACH TRUSS) 13 Ail
DBL. TOP_\ MAX NOTCH HEADER
PLATE 4�+ BELOW TOP PLATE Lou Pontigo and
BLOCKING ONLY REQUIRED A
AT SHEARWALLS I AND Associates, Inc.
FINISH PORCH SHEATHING. HEADER PORCH
STUCCO 5-8d COM SEE SPECIFICATIONS Lba
EACH SIDE + BELOW 8-GUN NAILS- HEADER,
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING @ SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
08. D.C. TER WALL- HEADER & SUPPORT FULL HEIGHT DETAIL B lax. Beach, Florida 32250
0 8" D.C. (2)MSTA24 ANCHOR OR DTT2Z Ph. 242-0908 Fax. 241-9557
SHEATHING SPLICE 24" D.C. BETWEEN OU PORCH POST, PER PLAN. T2Z
& FIRST INTERIOR TRUSS. NAIL + TO WALL PERPENDICULAR STRAPS HOLD DOWN AH7 MIN. (2)2x4 WOOD FL:CA# 8344 SC:CA#3579
CONT. RIBBON CONT. RIBBON Bd COM 0 EACH END w/ 3-0.13lx3' NAILS TO WALL BASE OF POST BELOW. & (1) ADJ.
BOARD (TYP BOARD (TYP) 3" O.C. (TYP) TO PORCH HEADER. WALL
EACH SIDE FLOOR F OPTION A SHEATHING�\
FLOOR FLOOR OF SPLICE I S�S 24" 16 GUAGE POST BASE: STUD WALL FRAMING
TRU
POST 24" 16 GUAGE 4X4 POST*ABU44 /-w/ 2x SOLID BLO KING
TRUSSES TRUSSES STRAP w/11- BELOW -j"F
OR JOIST. 2x4 2 \ T 6X6 POH ABU66 worm
S-YP4 LSTA12 FOLDED OVER TOP #,0
OR JOIST. -SHEATHING SPLICE DIAGONAL 10dxlX" EA. END STRAP W/11- DOUBLE TOP PLATE 8d COMMON WIRE NAILS AT SHEATHING EDGE
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CONTINUOUS OVER TO BLOCKING 0 3"JO.C. E
END w/ PORCH. INTO TOP PLATE & 5-10d
-Y4" OSB or PLYWOOD 10dxlV EA. END 6. HEADER st� NO,%
3-10d COMMONS PORCH HEADER. SLAB NAILS INTO BEAM. SPACE Cj
RIM BOARD )14" --- MAX L\ 1, 0 48" O.C. OMIT IF WALL No 6
W LL M ON FACE OF BEAM
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f4 FLOOR SYSTEM. ALIGN WALL FRAMING fi STRAPS EP 6" MIN OR JOIST FOR PERPENDICULAR
WALL FRAM NG WAL FRA ING VERTICAL JOINTS WITH LINE
SEE PLAN HTS16 14 1 .2
OD
SHORTER THAN CEILING_T-- STRAPS 4 V R SHEATHING IS INSTALLED ROOF TRUSS
ING S L FRAMING WALL SHEATHING OXIED TRUSS CONNECTION OF
HEATHING SPLICE INSTALL FLOOR TO PLAN ME PLAN MEW OF ELEVATION MEW OF SEE DETAIL B ABOVE io .
JOINTS 8-GUN OU x6 'C'
FLOOR , RAFFN PORCH HEADER PORCH HEADER PORCH HEADER CONTINUOUS 2x6 SYP#2 0
BLOCKING ONLY REQUIRED 5-8d COM OPTION I OR 2 NAILS wT, 01
AT SHEARWALLS AND EACH SIDE AT CORN R POST AT POST AT POST FULL HEIGHT LEDGER FASTEN WITH .......
STUCCO FINISH OF SPLICE I ANCHOR OR DTT2Z -J$- - 5-0.1310" EA. STUD. AL
OPTION 1 OPTION 2 PORCH SHEATHING SPECIFICATIONS, HOLD DOWN AT MIN. (2)2X4 WOOD F11111ts....."000
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL - GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" D.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
1/2 OPTION 8 TO PORCH HEADER. DETAIL A Christopher I Sabourin P E
OR
NOTE 1: 3/." (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" D.C. EDGE AND FIELD FL PE#71461
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3.
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED TYPICAL PORCH FRAMING DETAILS /I�TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF NNE
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS
SEE CONSTRUCTION SPECIFICATIONS FOR ROOF /"'�ISGN�S DATE
SO.1 AND WALL SHEATHING AND STUD FRAMING.
G �o
SEE DETAIL 5/SO.1 FOR
/-DIAPHRAGM ATTACHMENT
/Z WHERE APPLICABLE
IF TRUSS REAC71ON EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
DIRECTLY BENEATH TRUSS
ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TEQ�5 2-SIMPSON H2.5T. FIELD AL�TERATION�
ROOF BOT. CHORD w/ 0.13lx3" 0 3" D.C. ROOF CONTRACTOR SHALL CONTACT LOU
FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. it---------- ---------- PONT[GO&ASSOCIATES PRIOR TO
2x4 SYP#2 CATS A 12" TRUSS. IeHl ilf i MAKING ANY STRUCTURAL FIELD
D.C. FASTENED T ROOF TRUSS. SDWC 15600 -----------w ----------44 MODIFICAT DNS WHICH MAY VARY
CTENT OF T
T 0 ITO 11,/ SHEATHING FASTENED TO 0 32" D.C. FROM THE[IN HE ORIGINAL
PLATE w/ 4-C MAX.. TOP PLATE w/ 10d @ 3" D.C. SCREWS CONSTRUCTION DOCUMENTS ANY
4
COMMON. I I FIELD ALTERNATIONS MADE PRIOR TO
3 3P 1 SHEARWALL, U1 BEING APPROVED BY LOU PONTK30 B
16" MAX. OSB WALL C ASSOCIATES MAY RESULT IN
2x SYP#2 CONT. ATTACH ADDITIONAL ENGINEERING OR
FASTEN CATS EACH END wl SHEATHING INSPECTON FEES
TO TOP PLATE AND TRUSS
3-0.1310" COMMON TOE NAILS w/ 0.131x3" @ 3" D.C. EDGE OF
SHEARWAILL OR SHEARWAILL 2x MAY OVERHANG TOP PLATE. SHEARWALL 01
SW 8dOY/6" SW 8d@3"/6" ROUGH OPENING, SEE ROUGH OPENING, SEE
EXTERIOR WALL PERE0126TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 POST BELOW NTH 2-CS16
I(&- UPPER TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT STRAPS WHEN FULL HEIGHT
7/,." OSB DIAEHE6Qbj FASTEN ROOF FLOOR D K 10d 04"O.C. FLOOR SW Bd@3/6: (2) CS18 STRAPS SW BdC3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED ANCHORS ARE NOT USED
TRUS . - z - END STUDS TO FOUNDATION (0)- END STUDS TO FOUNDATION HEADER WIN
To NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS TRUSS. 8dO3/6: FITTS OR HDU5 'SW BI:103/13: HTT5 OR HDU5
N
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0 3" O.C. FASTEN TO TO LEDGER FASTENED SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
OSB TRUSS WEBS WIT Im- SOLE PLATE ANCHORS TEE SCHEDULE ON DETAIL 3/SO.O 7 CALL uui
PLATE w/ (2) ROWS 16 CALLOW
OF 8d 0 3" O.C. BLO KING w/3-0.1310" $J�FARWALL OTFS� TEE SCHEDULE ON DETAIL 3/SO.O A LS18 0 32" D.C.
PANNEL COMMON. 1. ANY ALTERNATE MAY A H2.5T 0 32" D.C. TOP BOT Ld
2x4 SPF FLOOR B17 USED. SHEARWALL NOTES
Ji -FRAMING IN THE FIELD. B SEE PLAN B SEE PLAN
SYP#2 2x4 NAILER F .FENEYD
w/ FASTEN CATS EACH END -N�72xC4 SYP#2 CA PROVIDE 2x BLOCKING AT AL! PANEL EDGES. C (2)CS16 STRAPS
-ASTENED ALL AROUND I� 1. PROVIDE 3W OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6 Ln
TO TRUSS BOT. CHORD w/ W/ 0 TS AT 12" 2 USE ALTERNATE A. C (1)MSTA24STRAPS Uj
(2) ROWS 0.1310" 0 3" D.C. 3-0.13lx3" NAILS @ 6- 0 D.C. FASTENED TO TOP AT EXTERIOR WALLS
I INTERIOR C PLATE wl 4-0.131XY E14DING BETWEEN ROOF 2. PROVIDE A MINIMUM OF�2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN ca
I Co OR HTT4 HOLD DOWN AT BASE (U-O.N) OR HTT4 HOLD DOWN AT BASE (U.ON)
SW-2 SHEARWALL. SHEARWALL OR COMMON. TRUSSES. END POSTS FOR SW.
5-16d NAILS EXTERIOR WALL 3. USE ALTERNATE FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 LIJ
ALTERNATE Q ALTE (TYPICAL) ALTERNATE F & F FOR FLOOR OTIING BELOW SHEARWALL PER DETAILS ON S1.O U.1
RUSS ATTACHMENT 4. INSTALL INTERIOR FO
TYPICAL SHEARWALL ELEVATION HEADER TIE DOWN
/15�\ SHEARWALL ATTACHMENT AT ROOF Et FLOOR \zij PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. lr��So I THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
\I.ZO1 0
L < Uj
4-12d T%E. MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIRCAnoms
8d COMMON NAILS ROOF NAILS 2x4 SYP#2 OUTILOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN TRUSS 0 24" O.C. FOR T-BRACE SHALL BE 1x4 SYP#3
EACH END w/3-10d-/ H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. J
(ILION)
WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS,
AT 16" D.C. FASTEN TO ROOF FRAMING BELOW (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT
6010d (4) TRUSSES APPL D
MM lc� I'l THE WEB OF THE BRACED TRUSS, PER
AT 16" D.C. 6-10d j
w/ 4-12d NAILS AT EACH RAFTER. COMMONS TO BACKSIDE OF K Uj
ROOF SHEATHING DELEGATED TRUSS ENGINEER.
OVERFRAME RAFTERS, SEE PLAN. 0 z
3.)PERMANENT PERMANENT BRACING
2X6 BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP
ANGLE FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
ROOE7 TRUSS-/ ROOF' TRI Ss�cs 6 C
ING
YP
2x12 OR
FASTEN To
w/ 4_1 2d
2
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A
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SIMPSON H3 w/ 10-8d COMMON RA E PROVIDE lx4 SYP,3 OR BETTER
r-11 BOTTOM CHORD BRACING
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS WALL SHEATHING UP I-BRACE IIJ PERPENDICULAR TO TRUSS BOTTOM
TO EACH STUD, PER ATTACH TO EACH STUD, SP AND LEDGER TO ROOF MEMBER. 2X4 T-BRA E. ONLY GABLE END TRUS 'xA I I 6"O.C.
MAY BE OM17TED BRACE WEB w/ 12d 0 CHORDS AND ATTACHED TO EACH
PER SCHEDULE BELOW. 2x4 SPF#2 REQUIRED FOR T-BRACE TO BE THE
SCHEDULE BELOW OC -WHEN OVERFRAME TRUS NTH 2-8d COMMON NAILS. AT
BLOCKING LT RAFTER LENGTH LENGTHS > 8'-0". SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS 0
A-SINGLE LEDGER B-DOUBLE LEDGER ALT TO BOTH H3 ABOjF- LESS THAN 4'-0" FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH EE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS
OC DIRECTLY CONTINUOUS LATERAL BRACING, S 0
0 M M PRODIDE MTS12 QRCS16 0 6" ON-CENTER -GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. (APPROXIMATELY 457) TO THE
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 1 :5:, j j
REACTION LEDGEIR S17F & NAILING REACTION LEDGER IZE & NAILING AND ROOF MEMBER. __j END W/ 3-10d TOENAILS LOCATION. IF MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
0-775 2x6 w/ 5-0.13lx3" 1850-2345 2x8 w/ 6-/,"Ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U
776-1250 2xB w/ 8-0.13lx3" 2346-3125 2x12 w/ 8-V.-0x6" SIDS SCREWS BLOCK TO DBL TOP AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1251-1540 2x1O w/ 10-0.13lx3" PLT W/ 2-H2.5T MATERIAL. THIS REQUIRMENT IS NOT
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1540-1850 2xl2 w/ 12-0.13lx3* PROVIDE SOLID SPF#2 BLOCKING AT PAN JOINTS ADJACENT
NECESSARY AT HIP ROOFS. ALSO
TO TIE IN OF OVERFRAME RAFTERS TO LISS FRAMING. 1 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
TES- WHERE A LEDGER IS INDICATED I BOTTOM CHORD BRACING PROVIDE
JFDGFR A NO FROM BOT. CHORD OF TRUSS DIAGONALS IN THE END SPACE
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, TO DBL. TOP PLATE BETWEEN THE WALL AND THE FIRST
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A
d MAXIMUM SPACING OF 20 FEET.
CE I TTOM 8 10
I B-10d LSTA12 0 48- D.C. QE. DBL TOP PLT TYPICAL
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. X-BRACE w/ 2-16d INTO B07TOM S 11
0 USS COMMONS TO CABLE TRUSS BOTTOM CHORD W/
CHDRD OF EA TRUSS. SDWC15600 0 36" D.C. OMIT IF RMANENT TRUSS BRACING DA
TION OVERFRAME RAF7ERS GABLE END BRACING SHEATHING OVERLAPS CABLE 12* MIN PE FINJ-%MING
qOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. 111�1 SCALE: 31,V' = 1'-0" MIN 2 PLY STUD MIN 2 PLY STUD
N BY TRUSS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC- 0-1 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ENGINEER. NOT SHOWN FOR CLARITY �SO 1 2. ALL MATERIAL TO BE SYP#2 ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS
D TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS
N A FULL HEIGHT i MIN 2 PLY /-3611 LONG TUD 36" LONG STUD OR BEAM
S
1XI (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12
WASHER ELAL ANCHORING SPE.Q�� FOLD OVER TOP PLATE (2)MSTA24STRAPS 0.1310" GUN fO.131xY GUN NAILS (2)MTS12
@ T) FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS (2)MTS12
ANCHORIN�2 �nIEIVI: THE THREADED ROD ANCHORING HDU5 FASTEN
DOUBLE 0.
SOLE FULL HT. FULL HT. RODS, ORIENTED FASTEN w/18-10d SIMPSON DTT2Z
SYSTEM SHALL CONSIST OF %"0 A307 THREADED 26-10d
UPLIFT PLATE TOP PLATE. ANCHOR VERTICALLY AND ATTACHED TO THE
ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE /-W/8- Y4"X0C
SEE PLAN TOP PLATE, PROVIDE A 2"x 2'x W STEEL WASHER. SDS SCREWS o FULL HEIGHT
\_SIMPSON
PLATE WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 \-(2)H2.5T 2)H2.5T
LTT20B THREADED ROD
FULL HEIGHT i MINIMUM 2 PLY
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP�) WITHIN 6" OF MINIMUM
FULL HEIGHT ROD INSTAULADQN� AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD Y2" THREADED ROD GIRDER (SEE PLAN) 2 PLY PLAN NAME
THREADED ROD PROVIDE A HOLE IN THE PLATE %- LARGER THAN THE TURN TITEN HD 2 PLY-\ AT 2ND STORY THREADED &6" TITEN HD STUD TERRANO-CLASSIC
SEE PLAN FLFVATION DIAMETER OF THE THREADED ROD USED. WHILE COUPLER TIGHT STUD STUDS PROVIDE �ROD EPDXIED [EPDXIED 4" MIN OR X" THREADEDROD
SINGLE CONTINUOUS RODS ARE PREFERRED. COUPLERE DESIGN/DRAWN/CHECKED
E (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE I CS18 STRAPS 7.5" MIN /-EPDXIED 4" MIN OR
*2 411N 2)H2 5
PLY
TUD
T I
IMUM r�A2
2S PLY STU N
TUD DS
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUD &6" TITEN HD -1 - 2 CSI E CS BTC /LAP
(OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) MINIMUM
ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS - THD37634RC (%"x04") 2 PLY HOLD DOWN SEE PL0 DATE
AS NEEDED) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO STUD ROD = D72Z 05.28.15
AT SILL PLATE AT TOP PLATE: AVOID CONFLICTS WTH FLOOR AND WALL FRAMING. ROD = H75
THE NUT ASOW THE LWPERMOST PLATE SMALL BE SIMPSON DTT2Z SCALE
FULL HEIGHT ANCHOR INSTALLATION CHART SECIA" OYER 1HE WASHER M A SNUG-1WT /,-w/8- Y4"XlV H7T5 BUILT-UP POST,- - BUILT-UP POST,-
CONDITION PLUS ONE-HALF TURN OF A STANDARD SOS SCREWS SEE PLAN. SEE PLAN. AS NOTED
OR WeM (APPROMMAIMY 30 FT.-LS& OF TORQUE).
FRAMING (F) EPA No.
HEIGH ROD o EDGE DUE M SHRINKAGE AND COMPRESSION OF BUILDING
THREADED OONTRACTORS SHALL RE-IMIENI NUT TO 30
FULL DELATTE NCLETE ENT TOLL-15-00206
ED ROD DATION, 0 P CO 0 C. DEPTH DISTANCE
THREAD FWOOH LE H E SPE Fr.-M. OF TOR" AFTER ALL TRADES ARE
SEE PLAN FOUN 1/," 14" 14" 2- 3. COMPLETE AND P 001 M INSULATION. HTT5 or HDU5 nTT97 LTT20B OPTION 1 OPTION 2 CONTROL No.
PER PLAN. 3/81=/,"o 1/2"o 2x2x 2.
EMBEDMENT 5/8 1 k"o 31,"0 30xv� 7.5" 11 2)�' 3- EPDXY ANCHORING, ALL THREADED RODS SHALL BE ALTERNATE FOR ALTERNATE FOR
DRILLED & EPDXY ANCHORED. SEE INSTALLATION FULL HEIGHT TR CONVENTIONAL
DEPTH Q MONO I STEM MONS�� CHAUR FOR EMBEDMENT AND EDGE DISTANCE SHEET
FULL HEIGH CH IREO ITREM NT FULL HEIGHT ROD FULL HEIGHT ROD
3, ' FULL HEIGHT ROD ALTERNATE
WALL SECTION THREADED ROD INSTALLATION Q11W 18 -%\ FUL t/�15 HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM
T WOOD FRAME WALL ANCHORING SYSTEM 13 ATTACHMENT /-14 L HEIGHT THREADED ROD OTED so A
FULL HEIGH SO.1 \,,�i ALTERNATE SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
OVERLAP SIDEWALL OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE TOP PLATE A
TOP PLATE r A LACE
ALWAYS WAYS P
PLACE L AT
HEADER
HEADER AT TOP OF ROUGH
TOP OF ROUGH
OPENING OPENING
GARAGE
1 5/,"0 THREADED ROD
HEADER x3x . . . . . . .
. . . . . . . w/3 PLATE . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD
HEADER AT HTT5 W/ T FITTS w/ SECOND STORY
PACK WITH 2-ROWS OF 16d 1,/2, THREADED ROD TOP PLATE ELEV.
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. THREADED ROD-j
2)20ga STRAPSI OPENING EPDXIED 12" I'MAX .77 EPDXIED 12" Lou Pontigo and
HEADER TO JACK ATTACH GARAGE DOOR THRU X/ Associates, Inc.
EXTEND HEADER TO —tl�
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO I //// //1 EXTEND HEADER TO
HTT5 W/ FAR SIDE OF WALL FAR SIDE OF WALL
STUD PACK, PER DOOR j 420 Osceola Avenue
GARAGE �- �'Z2290T AS SHOWN.
(2)2x6 JACK STUDS THREADED ROD SUPPLIER (2)2x6 7—(2)2xE PF, AS SHOWN.
EPDXIED 12"-\ JACKS . ./ Jax Beach, Florida 32250
AND (1) E OF WALL 6 6 4'-O"x4'-O" PIECE OF WALL
KING.\ 4'-O"x4'-O" PIEC SHEATING INSTALL AT UPPER Ph. 242-0908 Fax. 241-9557
FITTS w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER FL:CA# 8344 SO CA#3579
(2)2x STUD CORNER,,, V THREADED ROD CORNER 1" BELOW GARAGE HEADE DETAIL A
EPDXIED 12* ON EXTERIOR STUD (TRIMED AS DETAIL A 56" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS
EPDXIED 12" AND (1) SHOWN)
P.T. SOLE PLATE-,, m SHOWN) KING. FASTEN SHEATING TO HEADER W/ 8d COMMON gff GALV. BOX NAILS
GARAGE SOLE PATE HTT5 w/ HTT5 w/ FASTEN SHEATING TO HEADER wl 8d COMMON 9R GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" D.0 IN ALL FRAMING
FLOOR ANCHOR FADED ROD IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. STUD TO PHE
D
SOLE PLATE EPDXIED 12" EPDXIED 12 C
THREADED RO (STUDS, BLOCKING & SILLS) TYP. MSTA24 OR CS18 STRAP '0"4*4*
ANCHOR 4 GARAGE WING WALL SECTION [En— 0 32" ON-CENTER 0
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
--R
THICKENED SLAB EUUL A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS
AT GARAGE OPENING. 2 MSTA24 OR CS16 LOWER 1461
s
RAMING 2 MSTA24 OR
5Y,8"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 6XIS POST NTH ABU66 STRAP EACH END
STUDS) DRILLED AND EPDXIED wl 12" EMBEDMENT EPDXIED 12" MIN. OF WALL SEGMENT a
NOTES: & 3x3x/," WASHER. W/ 5/," THREADED ROD CS2 STRAPS
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2ND FLOOR ELEV.
GARAGE WING WALL ELEVATION
Chri stopher j Sabouri n P E
FL PE#71461
*4EN A WOOD BEAM
07ED G RAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL KV*IDN4�3 GARAGE WING WALL FRAMING LESS THAN 12" NTIONAL STRAPPING DETAIL REVISIONS DATE
VMEN 4 CONVE
SO.2 t3kSO_2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
Z��So
77
a JACK STUD PORCH BEAM SUPPORT POST \1
JACK STUD AT D IF 4x4 IS SPECIFIED ON PLAN,
AT DOOR OOR MIN. (2)2x4 PT SYP #2 USE (2)2x4 SPF#2 SUPPORT. J�T�IELDALT�ERATION
2 MAX IF 6x6 IS SPECIFIED ON PLAN, 4-- WALL CONTRACTOR SHALL CONTACT LOU
USE (3)2x4 SPF#2 SUPPORT. PONTIGO&ASSOCIATES PRIOR TO
1 MIN. /--SHEATHING MAKING ANY STRUCTURAL FIELD
Y4"x3X' RATED WALL SHEATHING w/ MODIFICATIONS WHICH MAY VARY
AN VIEW 8d 0 6" D.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS18 w/7-10dxIY2" FROM THE INTENT OF THE ORIGINAL
TAPCON PLAN VEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. CONSTRUCTION DOCUMENTS ANY
SCREW RECESSED IN SLAB J24 AX EACH END 0 48" STUD TO TOP PIATE. Z
1 2 MI,
N_
FIELD ALTERNATIONS MADE PRIOR TO
w/)�" THREADED ATTACH SUPPORT POST TO ,,--D.C. STRAP CAN BE SDWC15600 SCREW.—/ BEING APPROVED By LOU PONTIGO a
i
ROD EPDXIED 4" SOLE PLATE INSTALLED EITHER 0 32" D.C. ASSDCATE5 MAY RESULT IN
ANCHOR FOUNDATION NTH HTT4 FACE OF STUD CS18 w/7-10dxl)�" ADDITIONAL ENGINEERING OR
w/ 5/g"OW EMBED EPDXY ROD. U.O.N. z
_EACH END 0 48"
CONC. CONIC. SYP#2 PT SOLE PLATE D.C. STRAP CAN BE
SLAB SLAB BOX COLUMN INSTALLED EITHER
FACE OF STUD
MAY BE USED IN LIEU OF 44 OR 6x6. ROOFING AT FLOOR FLOOR 8d 0 3' FLOOR
WATER P TRUSSES TRUSSES TRUSSES
ELEVATION MEW ELEVATION VIEW LOWER PORTION OF OR JOIST.
BOX COLUMN BY BUILDER OR JOIST. OR JOIST.
1IF PT MATERIAL IS NOT USED. z
STUD TO ROT PI ATE,
OPTION A OPTION B OPTION A OPTION B BEAM SEE BOT PLATE TO TRUSS SDWC15600 SCREW. T
STRAPPING OVERLAP PLAN )4'"x0k" LAG SCREW� 0 32" D.C.
NTH ROUND WASHER
SHEATHING OPTION Q AT EACH FLOOR TRUSS U (j)
FRONT ENTRY JAMB FASTENING BOX COLUMN DETAIL H� 7 STRAPPING CIVEIR BEAM DROPPED BEAM <
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
TTA,so,z \Z2 2.1 2TH �ETAIL ONLY APPLIES WHEN NOTED ON PLAN Ld n
LLJ LLJ
WALL STRAPPING DETAIL z
KING STUD TO TOP PLATE WHEN 8 U
SDWC1 5600 SCREW. zD1`\SO THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0 'Z
LU
STUD TOP PLATE, STUD TO TOP PLATE-
SDWC1 5600 SCREW.- SDWC1 5600 SCREW.'-
0 32" D.C. 0 32" D.C.
2x4 BLOCKING\ /4-0.13lx TOE NAILS (2 EA. SIDE)
2
Om TO JACK STU H3 0 EA OUTLOOKER NOTE
1-N STA24 OUTLOOKEk\\\ /AT 24' D.C. PLACE GABLE END TRUSS SPLICE 2X6 x 4'-6" P.T. SYP NO.2
F- in I TO THE INT. FACE OF EXPOSED RAFTER TAIL TO EACH ROOF
STUD SPACING, S.EE �ROOF BALLOON FRAMED WALL TRUSS 0 24" D.C.
FRAMING PLAN OR SHEATHING AND FASTEN TRUSS TOP
SCHEDULE.'�' m AND BOTTOM CHORDS TO CP Z
5 BALLOON FRAMED WALL 2x4 P-T. SYP No.2
2x4 BLOCKING AT -12d TOE STUDS w/ 2-0.131X3" BLOCKING/CLOSURE FASTEN
NAILS EACH NAILS AT EA. STUD.
48m D.C. BETWEFN TRUSS W/ 3-12d TOE NAILS. RIP
BOT PLATE TO FRAMI BOT PLATE TO FRAMING_ GABLE AND FIRST PRE-ENGINEERED DOWN TO REQUIRED DEPTH
BELOW CS180 32" D.C. INTERIOR TRUSS. i
BELOW CS180 32" D.C. FASTEN GABLE END WOOD ROOF TRUSSES. 12d DOM ON
TRUSS W/ FULL HIE WIRE N ILS <
CHORANDHA41 0 4" C.
A
---------I--------------- At EA. END STAGG ED 0 0
—----- -------- --------
U
CONNECTOR
PLIFT
DOUBLE
CONVENTIONAL SW TOP PLATE
ANCHOR PER SCHEDULE.
IT
NO FULL HEIGHT ANCHOR
REQUIRED. MISIC
-UrL
VMEN 10 BA FRAMING
rVMMEN WALL STRAPPING DETAIL
THIS DETAIL ONLY APPLIES WHEN
0 so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL LLOON FRAMED GABLE END r1-2 RAFTER TAIL DETIAL
zi�NSO NOTED ON PLAN DETAILS
Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IFA DIMENSION is
UNCLEAR REFER TO T E
ARCHITECTURAL DRAWI�NGS OR,
R
CONTACT THE EC R
ILAN NAM7
TERRANO-CLASSIC
ITESIGN/DRAWN/CHECKED
CS / BTC /LAP
DATE
05.28.15
SCALE
AS NOTED
L?A No.
TOLL-15-00206
CONTROL No.
SHEET
S02
I/ I,- SHEET 3 OF 9
SYMBOLS LEGEND ----)
----- DESIGNATES FOOTING LINE p
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS Lou Pontigo and-
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
lax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA# 8344 SO CA#3579
A
0 ...
461
STATE OF
A,
C iristop e 011111131
9 15' urin PE
FL PE#71461
S1.01 REVISIONS DATE
F3.0 t
Frf XIAIX�
- - - - - - - - - - - -
CONNECT MONO TO 1416
ALL w/
_STEMW 2-#5x3O" FIELD ALTERATION
DOWELS EPDXIED 4" MIN. 14 1=1
0 CONTRACTOR SHALL CONTACT LOU
PONT GO&ASSOCIATES PRIOR TO
14 1=1 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
IK"6 N�4i I CONSTRUCTION DOCUMENTS.ANY
I I FIELD ALTERNATIONS MADE PRIOR TO
L _J BEING APPROVED BY LOU POrrIGO a
ASSOCIATES MAY RESULT IN
S1. ADDRIONAL ENGINEERING OR
F� I I
I -J- - - 7 F2.0 _j L=
I 1L
1`3.0� L III-
----------- - --
7 -
_j
F2.5 I
43.0 T L9
3'- 1 3'-5" 15'-5"
PAVERS BY U
OTHERS 3
PROVIDE 2-#4x4'-O" S1,01 4<
4" CONCRETE SLAB w/ CORNER CRACK BARS-\
PAVERS fl FIBERMESH @ 1.5 LBS/CU.YD. AT SLAB MID-DEPTH.
OTHERS OF CONCRETE OR 6x6 W1.4xW1.4 /Z----------- _j L_
WWF ON 6MIL VAPOR BARRIER 2 13'-9" _Zj-/ j
IN PREPARED GRADE.-\\ r3
///r F- - - I - -L- - - 4 \�SI.01)/
1) N\A// w
6 1 F- - - - - - U Z
I r4
S1.01
F-
`3.0� 0 Z n
I : i
^8 PROVIDE SAW CUTS PER ^6 4 1 1
7ZZ S1.01 LLJ
5/S1.01, BUILDER TO
COORDINATE WITH FINISH r9B_� Lf)
FLOOR MATERIAL. \kS,.01;7
47 SAWCUT
�j
LO LLJ
TAIRS z
ff J?2
�6
z(S16 _L_ 4 BY BUILDER.
CONNECT MONO TO .01 S1.01 0
/_STEMWALL w/2-#5x3O" 8, <
p V)
DOWELS E XIED 4" M111.-\ LL!�� _j
F10 777 L - - - - - -
1\�-01 cli .0 11�3 1 rT� 0
LJ _j .j
--tn - _' _ - - _T - - - - - - - - - - - - - - - - - - - - \�Si.017
zm EL , Nl�'_/
L - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - -
2 3
S1.01 S1.01 S1.01
FOUNDATION
SOLE PLATE ANCHOR SPACING SCHD
ALL EXTERIOR WALL 48" O.C. PLAN
UNLESS OTHER NOTED FOUNDATION PLAN
SHEARWALLS 24* O,C. SCALE: 1/4" 1'-0"
(SW 8dO3"/6
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS IF A DIMENSION 6
1, SOLE PILT 0 WHEN NOTED ON PLAN UNCLEAR REFER TO THE
SEE NOTE 2 COE RA JS O�R
0 F W "r
CNTTA�Cr TH_�EO"R
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O PLAN NAME
FOOTING SCHEDULE AND NOTES 2. ANCHOR SPACING SHALL BE AS NOTED. FOR TERRANO-CLASSIC
BOTTOM BARS DEPTH WIDTH LENGTH TYPE EXAMPLE - SOLE PLT 0 36" 36" DESIGN/DRAWN/CHECKED
ON-CENTER SPACING CS / BTC/LAP
3-#5 EA. WAY BOT. 11-0. 2'-0" 2'-0' F2.0 DATE
3-#5 EA. WAY BOT. 11-0. 2'-6" 2'-6- F2.5 05.28.15
3-#5 EA. WAY BOT. 11-0. 3'-0' 3'-0' F3.0 SCALE
4-#5 EA. WAY BOT. 1 1-0. 3'-6- 3'-6- F3.5 AS NOTED
4-#5 EA. WAY BOT. 1 1'-0' 4'-0" 4'-0" F4.0 LPA No.
4-#5 EA. WAY BOT. 1 1'-0" 4'-6" 4'-6" F4.5 TOLL-15-00206
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY. SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S I .0
PROCTOR IN ACCORDANCE WTH ASTM D 1557.
TYPICAL WALL FRAMING AND
54
TYPICAL WALL FRAMING ANCHORAGE PER
4
TYPICAL WALL FRAMING AND ANCHORAGE AND ANCHORAGE PER CONSTRUCTION SPECS.
PER CONSTRUCTION SPECS.
_ _4__ CONSTRUCTION SPECS.
1#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL) 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR,
MONO SLAB FOOTING AT PORCHES, SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Poritiso and
HEN SPECIFIED ON PLAN. CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS zx� Assoc i a tes, Inc.
_�_ A SEE ARCH PLAN N� 420 Osceola Avenue
SLAB ON GRADE,
SEE PLAN. 511, SLAB ON jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
2
F L: CA# 8344 SC:CA#3579
GRADE,
SEE PLAN.
IV
GRADE OR CONIC.
AT WALLS GREATER THEN 4
SLAB, SEE PLAN.`�
4'-0" HIGH, NOTIFY E.O.R.
FOR TEMPORARY BRACING
z LAYOUT PLAN.
SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON 7-��8" CMU STEM WALL W/ E
STEMWALL REINFORCEMENT 4 #4 VERTICAL DOWELS @ 24" 0,C.
GRADE—
PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 90* BEND INTO FTG. N
Cmu 4 4 SEE PLAN
COURSEt; REINFORCING 4 1 4 �11 #4 DOWEL TO MATCH
WALL REINFORCING.
1 TO 6 #4 VERT. 0 48"O.C. 1\ 0 OF
LL1
_j
7 TO 10 #4 VERT. 0 24"O.C� ONT. CONCRETE FOOTING 'A .4 L, SEE 1 /S1 .0
- \ 1 STEMWAL CONTINUOUS CONCRETE
11 TO 12 #4 VERT. 0 8-O.C. 8%16" 1—STORY, w/(2)#4 CONT. 0 FOOTING L
1 3" CLEAR 4 1111111411"411%
E A VER 6 COURSES TO 10%20" —STORY, w/(3)#4 OR (2)#5 CONT. TYP
M W T LLS 0 Ll Christopher I Sabourin PE
A E R TYPE HORIZ. JOINT _ 12 4T
V U SS
NIF ET EEN EVERY OTHER
- W 10%20" FL P E#7 14 6 1
COU R SE FILL CELLS SOLID.
w/ 2—#5 CONT.
STEM WALL EDGE AND FOOTING FOOTING W/ SHOWER RESESS GARAGE STEM WALL RE71SICINS DATE�
LO, (SIM. AT PORCH EDGES w/o WALL) ��.O 1 (IF REQUIRED) �.O 1 (IF REQUIRED)
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS ANY
STEP, �EIE FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED By LOU PONTIGO&
AIR CH ASSOCIATES MAY RESULT IN
(4" MAX.) TO SLAB ADOFIONAL ENGINEERING OR
THICKNESS.
#3 BENT BARS @ 7B @ SLAB RECESS
18" O.C. w/ 2'-0"
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE.
AND ANCHORAGE PER ,,,,,, (WHEN STEP IS GREATER BRICK VENEER IS z
CONSTRUCTION SPECS. ACCEPTABLE WITHOUT T.
THAN 20") WALL FRAMING INCREASE OF FOOTING
24" MAX STEP I SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE, WALL FRAMINGI AM I IN JG \ SIZE. U V)
GRADE, ELASTOMERIC SEALANT2,,/SEE PLAN 2—#5 CONT. STEP, SEE ARCH. PLAN. Uj
SEE PLAN.
rN 4/
__j_SLAB ON GRADE, Uj 0
GRADE,
DO q .1 1 1 1 r / �- , / � 0�
I. 1 77� /77 _�SEE PLAN.
NOTES:
LLJ
V . .... 1) PROVIDE SAWCUTS TO CREATE LLJ
.Lj.
74
APPROXIMATE 16' X 16' MAX. SQ.
V x1 6" THICKENED 2) SAWCUT CONC. SLAB WITHIN 4 TO
W/ 2—#5 CONT. 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8%16"
2" FLAIR 8"x20" 1—STORY, w/(2)#5 CONT. I —STORY, w/(2)#5 CONT. <
2—STORY, w/(2)#5 CONT. -7
8%16" w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. 0 CL
r�l LLJ
BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN
SAW CUT DETAIL K-6 7
TALL MONO. FOOTING AT STEP-DOWN r5 D
I\ -�01 SCALE: 3/4" V-10" -LD, -LO, -LO, 0
LLJ
0 C)-) z
0
TYPICAL WALL FRAMING j
AND ANCHORAGE PER MATCH DOOR Y4 U
CONSTRUCTION SPECS. WITH, SEE ARCH. RE ESI SLAB ON
GRADE,
SEE PLAN.
PAVING
SLAB ON BY BUILDER 1#5 CONT.
GRADE, 12"x12"
DETAIL 10
1_,4 SEE PLAN. E.J.. FOUNDATION
4
2� X MATERIAL
< 00 4r
SLAB ON
DETAILS
z GRADE,
BRICK VENEER, c'4 SEE PLAN.
4� AL Ox
SEE ARCH, FOOTING AT
v BUILDERS DISCRETION.
<�#3 @ 48" 0.C. aR THICKENED EDGE
8%8" C NOT SCALE DIMENSIONS FROM
DETAIL 10A D
ROD CHAIRS (TYP.) w/ 1—#5 CONT. THESE DRAWINGS IF A DIIENIS111 15
UNIC LCETALLP EFIDER'TWO,T HE
12 1—STORY, w/(2)#4 CONT. AR"'TE L N55 OR
DO k"\\"\"' 0 CONTACT THE EOR
16" 2—STORY, w/(2)#5 CONT.
PLAN NAME
6 6%8" EXTENSION FOR BRICK TERRANO—CLASSIC
LEDGE ADD 1—#5 CONT. DESIGN''DRAWN/CHECKED
BRICK LEDGE DETAIL THICKENED SLAB CS / ErTC/LAP
DATE
r8—%� MONOLITHIC EDGE FOOTING 05.28.15
1z-�01 SCALE
-�01 SCALE: 3/4" 1'-0" AS NOTED
EPA No.
TOLL—.15-00206
CONTROL No.
SHEET
SLOI
SHEET 5 OF9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- UNE DESIGNATES SIDE 01 WALL THE
4 SW 3/6 1, SHEARWALL SHEATHING TD BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3* D.C. EDGE & 6" D.C. *IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-l/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
JACKAING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND FL: CA# 8344 SO CA#3579
)6" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SOLI
A307 DIAMETER FULL HEIGHT 0-�o "Eh j.
X5 THREADED ROD, SEE DETAIL 12/SO.1 .0......
C GENS
0 n
%
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
. 71461
TOP PLATE, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED STATI
(95 ROD TERMINATES AT FIRST FLOOR OF
TOP PLATE, SEE DETAIL 12/SO.1 %
ASIMPSON HTT5 SEE DETAIL 15/SO.I Wkho Ili".
P
TRELLIS FRAMIJ Christop7r! It a ou ri n E
6x6 POST SET BY BUILDER. SIMPSON DTT2Z SEE DETAII-15/SOA FL PE#71461
SEE 3/SO.1
DIRECTLY ON CMU
WALL BELOW W/ABU66 FOR BEAM �ISIONS DA E
, CONN.(TYPICAL)
SEE 2/SO.1 6x6 POST w/ ABU66 SIMPSON LTT20B SEE DETAJL15/SO.l
nn SEE 2/S0.1 l!5
(2)2x6-1/1
3 2x 2 12" LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TOTOPPLATE AND STUD
WTH 5-10d COMMONS
(2)2x6
I -SPF#2 WALL STUD SCHEDULE
Li POST. PLATE STUD SIZE
> LOCATION HEIGHT & SPACING
0 9.-1.
DD DO EXTERIOR 2x4 SPF#2 0 16" D.C. FIELD ALTEIRATION
MAX
X z -'m C', =1
1 _3 �, - 10,-1 2.6 SPF#2 0 16' O.C. gL CONTRACTOR SHALL CONTACT LOU
z Cq I ATTACH TRELLIS EXTERIOR MAX 2x4 SPF#2 0 12* D.C. PDNTIGO a ASSOCIATES PRIOR TO
'CI 0 �-j MAKING ANY STRUCTURAL FIELD
CN I I :R -� 41=
0 =1 7\1 I X BEAM TO BEAM EXTERIOR 0:-1 TO MODIFICATIONS WHICH MAY VARY
'a C"I 4-0 1 FROM THE INTENT OF THE ORIGINAL
m I R 1 11 1 2x6 SPF#2 0 16" D.C.
(14 z �4 00 w/ 4-1/4"x6" CONSTRUCTION DOCUMENTS.ANY
m 0
2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
3:: 00 N BEING APPROVED BY LOU PONFIGO B
'D X V) cli 10, 0"
LAGSCREWS. INTERIOR MAX
PO 0 L--J
LI- U) In INTERIOR 12'-0 2x6 SPF#2 0 16' O.C. 2E ASSOCIATES MAY RESULT IN
nr- (3)2x6 6x6 POST SET MAX* 2x4 SPF#2 0 12' D.C. ADDITIONAL ENGINEERING OR
SPF#2 DIRECTLY ON CMU
0 1 1111
I I 1x6 11 WALL POST. IT
I I I 1 7 ,,-- WALL BELOW W/ABU66 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
(2)2x6 SPF#2 TRUSS FG6 ABOVE SEE 2/SO.1 2) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
------ I tt I
POST. UL -j ------------ ----------- CONTRACTOR MAY INCREASE STUD SIZE TO MEET
F Eli Ld (2)2x6 A7--72T271 5 ARCHITECTURAL REQUIREMENTS.
> 3/SO.1
TRUSS FG3 ABOVE > (3)2x6 SEE
0 1 SPF#2 FOR BEAM 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z
0 �-SPF#2 DO YELLOW PINE.
DO POST. IN 7
------ POST. < 0 CONN.(TYPICAL) 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
(3)2xl 2 11,112
1 1 X 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS U Lf)
CD GARAGE PORTAL
LI- L� LTT20B AT X TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
LLJ N
C14 > BASE OF I FRAME SEE DETAIL MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
F- I V) 04 SHEARWALLS
0 1 < LU
C4 DO U) V) STUD SEE 2/SO.2
5/SO.2 F- -1 COMBINED USE PANEL NOTES
<
Uj
(14 It
0 1 SHALL BE
X 00
1 00 CON11NUOUS FROM BOTTOM PLATE TO UPPER MOST
CIA I i 1 1 111 1 TOP PLATE. SEE DETAIL I/SO.l FOR SHEATHING Uj
V) SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
::D
L-i
0
Do
F- -�F 2. SEE SHEET SO.0 FOR WALL SHEATHING
SPECIFICATIONS.
z
3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
Z
DETAIL 1/SO.O
0 CL
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SOLO
OSB WALL SHEATHING. GENERAL NOTES
�-RUN SHEATHING UP IN LLJ
//,�ZZZ////////7777777777///// i\CE OF TRUSS. I =: 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. D
04
-X Ed SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
N 0 SIZES AND SPACING. AT GIRDERS AND BEAMS.
< PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER In
PLIES.
z
Uj
X CD 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.
X 0 z
z 04
z 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
00
U) PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SOEO
cn I
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
L 0
w
5. AT SHEARWALIES, PROVIDE DIAPHRAGM
0
FASTEN TOP OF ATTACHMENT PER DETAIL 5/SO.1
.j
WALL PER 5/SO.1.
U
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
;;�i'�(2)2!�6-1/2 (2)2x6-1/2 (2)2x6-1/1 (2, 61 TERMINATE BETWEEN TRUSSES, SEE 6A/SO.l
(2)2xl2 24-1 (2)2x6-1/1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
GARAGE PORTAL AND HOLD DOWNS
7:FRAME SEE DETAIL
SHEARWALL NOTE: SW: 3/6 f E9: 2/SO.2 CS-18 STRAPPING DETAIL
CS18 STRAP w/ to"
SW: 3/6 DESIGNATES SHEARWALL END LENGTH. FASTEN IST FLOOR
NAILING - 8d @ 3" EDGE AND 6" "FIELD" WALL FRAMING-/ ��'S END w/ 9-10d, FRAMING
SOLE PLATE ANCHORS SEE SCHEDULE ON PLAN
ON DETAIL 3/SO.O
\,_NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-M
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS IF A DIMENSION 11
UNCLEAR REFER TO THE
Z -
WALL W, IL ARCHITECTURAL DRAWINGS OR
z
CS18 STRAP w/ to" PLAN NAME
END LENGTH. FASTEN
THIS END w/ 9-10d. TERRANO-CLAS
SOLE PLATE ANCHOR SPACING SCHD DES[GN/DRAWN/CHECKED
FIRST LEVEL WALL FRAMING PLAN CS BTC:/LAP
A ALL E
LL X�RIOR WALL 48" O.C. DATE
UNLESSIOTHER NOTED
SCALE: 1/4" V-0" 05.28.15
SHEARWALLS 24" D.C. SCALE
(SW Bd*3-/6") AS NOTED
SOLE PLT 0 111 LFA No.
WHEN NOTED ON PLAN TOLL-15-00206
SEE NOTE 2 CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/ 0.0 SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EX AMPLE - SOLE PLT 0 36" = 36"
ON CENTER SPACING SIA
SHEET 6 OF 9
SYMBOLS LEGEND
HTS16 I DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES'
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =.
4. WHEN USING (2)H2_5T CLIPS ON 11/," VADE LUMBER, PLACE cups MIN
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
lax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
2x4 STRUCTURAL FL:CA# 8344 SO CA#3579
FASCIA. FASTEN TO
(2)HTS16 FASTEN TRUSSES TO 1.0 CY) AFTER TAILS WITH
(2)HTS1 6-\ -11) -3 __3
WALL w/ SDWC15600 SCA -10d TOENAILS.
SCREW. F1 ...........
U0_ 4HA 22 E
7 HUS26 0. 1461
/ 1461
117 1P,
ODD SPACE C14 W W Lij W W
HUS26 0 - F
CJ3P`
FTI IN 4
4 4 I=W=
STUD DIRECTLY 'OAIAL
HUS26
4 4
7,
C
F9, , 1 ID==DIRECSTSLY
CJ-5-P OW T U TOP PLATE TO
I I = EELOW TRUSS
2A2 DECK JOIST 'Z FT1 OSB BLOCKING PANEL
SSDWC15600 STUD SDWC1tibuu
@ 16" D.C. SEE 5/SO.1. US26 C h r i s t o p h e r I S a b o u r I n P E
F'T1 HU 26 _41 1^2 F L P E 4 7 14 6 1
111 1 1IS0.2
— =1 TRUSS TIE DOWN WITH SIMPSON SDWC
nr I- I US21 'HU 211 PORCH CEILING R�71SIONS DATE
III I /-(2)HTS16/ (2)HTS1 6 SEE 2/SO.1
FTI 1111 i
PORCH CEILING FWIS26 H11
AX L-L--,
Rafter to Top Plate shown
HU
SEE 2/SO.1 2 HTS16 Ae Truss to Top Plate similar
FTI
01 9 C� N N Optimal 22)�
__FIGJ�U6-2 U) W (a
(2)HTSI 6 M
X X X X
HGUS26-2 z� lu 0*
FG3 HUS26 IHUS26
39
HA422 If . (2)HTS16
(2)HTS16---- 0
F1 HUS26 �HUS26 U_ IELD ALTEfZATION
THA422
A �/' r-'I (2)HTS1 6 CONTRACTOR SHALL CONTACT LOU
E
T PONTGO E ASSOCIATES PRIOR TO
F1 IBELOW TRUSS MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
2x6 SYP#2 LEDGER. FASTEN THA422 )Ii"Max FROM THE INTENT OF THE ORIGINAL
FIELD ALTERNATIONS MADE PRIOR TO
W/ 5-10d COMMONS @ 24" D.C. F1 BEING APPROVED By LOU PONTIGO&
L/ 1d)
ILL (2)HTS16 SDWC19600 ,-TOP PLATE TO ASSOCIATES MAY RESULT IN
THA422 A STUD SDWC15600 ADDMONAL ENGINEERING OR
"It CV) CN
F1 F-
- - - - - - 0 (D (D c) N_g� 1. Sloped-roof rafters may be sloped up to and including
THA422 a 12:12 pitch and must be "birdsmouth" cut.
2. Reference detail 4 for installation instructions.
C14 (D (D (.9 a),
F1 CD
W
0 z
I - I SIMPSON SDWC INSTALLATION RANGE
FlA 1(2)HTS16 LL ,r__ ___ _ F<- T
0 LD
11 n
JA (�)HTS1 5-\ U V)
I �;HEATH UPPER WALL
F1 0 < W
1/18r" I THRU LUWLN NUU1
TFIA42f 9 CN C%j TO WALL BELOW. Call
F1 ILL ILL 18
LIL z I
iw L [L
to Q0 CD 1 0
LL LL ILL ILL (0 1
F /A n
I Lij j
j I
F LU O�
\L9,) F(2)'Hi'T,s 16
0
F` X 00
(0 u_
I ILL U) a 5:12 STUD NOT DIRE TL
wJ3 �_—d 0 0 KLOW TRUSS 0 Z
0 8 SDWC15600
" W
F H
C14 (L 1[2� Reference detail 2a for installation angle limit n/ LU
z z AY-LZ-Z-A U') 0�
CV1 III V)
2x4 STRUCTURAL FX I 1\ ------ SDWC INSTALLATION D
FASCIA. FASTEN TOP SO.1 WF2)HTS16 Rafter to Top Plate shown j
RAFTER TAILS WITH (Truss to Top Plate similar) j
4-10d TOENAILS. LU
Truss Connector Total List STUD NOT DIRECTTN 0 z
Manuf Product Qty TRUSS ROOF RAFTER NOTES: STRAPPING NOTES �BELOW TRUSS
HGUS26-2 2
1 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Do not install SDWG in 0
HHUS26-2 3 WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 hatched area 0
HHUS46 3 -CREW UNLESS OTHERWISE NOTED
HUS26 23 SDWC15600 U
Overhang 1 1/2' MIN
THA422 7 2" MAX
POST, SEE HANDRAIL THAC422 1
PLAN Y OTHERS SDWC INSTALLATION RANGE
FLOOR AND
TE PROO--IN(; FLOOR AND ROOF TRUSS PLACEMENT PLAN ROOF TRUSS
SET ONE JOIST EACH --\ 8 B II.DER FLOOR SHEATHING Truss
SIDE OF UPPER POST Wk
SCALE: N.T.S. X"' minimum edge PLACEMENT
SET POST DIRECTLY distance for full
ON BEAM BELOW, N 0 TE: values (with or Splice may be in upper or PLAN
J" CKI J,,F.,k TEN 1. FASTEN ROOF TRUSS TO TOP PLATE W/ 2-12d TOENAILS AND without a plate lower plate
STRAP W/ 2-CS16 TO J S - 8 UPLIFT CONNECTOR, SEE PLAN. splice)
zd
Do NOT SCALE DIMENISONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
A* from top plate ARCHITECTURAL D
splice Offset 1%_ CONTACT T1:AW7GS OR 1.)
r.1 for full values STUD NOT DIRECTL�
11BELOW TRUSS AN NAM E
RIMBOARD SEE -/ LUS28 HANGER r TERRAN O_CLASSIC
------ DESIGN/DRAWN/CHECKED
CANTILEVERED CS / 8TC/LAP
PIT HEADER, 2x12 LEDGER. FASTEN w/ 7-10d FLOOR TRUSS DATE
SEE PLAN COMMONS @ 16" O.C. & 3- Y4" x4" FT1. ISDWC AT TOP PLATE SPLICE 05.28.15
SCALE
LAG SCREWS @ 32" O.C. FLOOR AS NOTED
POST, SEE TRUSS EPA No.
PLAN FG1. TOLL-1 5-00206
CONTROL No.
PORCH SECTION SHEET
SCALE: 3/4" 1'-0" S1 .2
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW. 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 1 DESIGNATES 8d COMMONS 0
3" D.C. EDGE & 6" D.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2X8-1/2 OF PLYS & JACKAING STUDS NEEDED
FOR SUPPORT HEADER.
DESIGNATES SINGLE PLY HEADER AND
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O,
BEAM OR TRUSS, SEE PLAN
ANCHOR LEGEND
A307 DIAMETER FULL HEIGHT
x
THREADED ROD, SEE DETAIL 12/SO.l
W A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.l
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.l
A307 DIAMETER THREADED
(95 ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.l
4x4 POST SET DIRECTLY ON A SIMPSON HTT5 SEE DETAIL 15/SO.l c
BEAM BELOW STRAP TO
POST BELOW w/ 2-CS18. SIMPSON DTT2Z SEE DETAIL15/SO-1
CANTILEVER
BEAM TO PICK SIMPSON LTT2OB SEE DETAIL15/SO.I
UP GABLE. C(2)2x8-1/1 (2)2x 12" LONG LIGHT GAUGE STRAP
E±J-[zb- LSTAl 2 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
SE WALL STUD SCHEDULE
c� '-1 0
S18 @ BASE F#D - F- SIZE
I I I LOCATION PLATE STUD
F 7STUD -J 0 HEIGHT & SPACING
x
C14 -i -j C'�
C I -
HUC210-2 0 (2)2x6 SPF#2 )2x6 SPF#2 I < LLi :::H 14= V-1, 2x4 SPF#2 0 16' D.C.
POST w/ CS18 ST wl CS18 3: m cj EXTERIOR MAX
cf) 2x6 SPF#2 0 16" D.C.
TO FRAMING TO FRAMING c() _::u U= EXTERIOR io'-i
BELOW. BELOW. Ld 00 - MAX 2x4 SPF#2 0 12' D.C.
--u 14= O'-1 TO 16" D.C.
cli EXTERIOR 2x6 SPF#2 0
co ao� 4-0
L'i H li� 10'-0
INTERIOR 2x4 SPF#2 016- D.C.
MAX I
x 2x6 SPF#2 0 16* D.C. Qc
C14 FASTEN WALL TO 12'-0"
INTERIOR MAX 2x4 SPF#2 0 12" D.C.
C4
TRUSS BELOW
PER 9/SO.2, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
TI 17
Ld 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
> ------
> ARCHITECTURAL REQUIREMENTS.
HUC210-2 CS18 @ BASE Q N CONTRACTOR MAY INCREASE STUD SIZE TO MEET
OF STUD < < 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
YELLOW PINE.
m 1 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
o (f) 1 04 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
V) U) TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
CS18 @ BASE MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
OF STUD SHEARWALLS
FASTEN x
CANTILEVER ---------- 04
BEAM TO PICK TRUSS BELOW COMBINED USE PANEL NOTES
UP GABLE PER 4/SO.2, SIM. SHEATH UPOIER WALL
WALL SHEATHING SHALL BE
THRU LOWER--RO-OF- 1. EXTERIOR
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
4x4 POST SET DIRECTLY ON -- ----- TO BOTTOM CHORD
TOP PLATE. SEE DETAIL 1/SD.l FOR SHEATHING
BEAM BELOW STRAP TO OF TRUSS BELOW. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
POST BELOW w/ 2-CS18. 1
S
THEATH Up ER WALL
HRU LOWER-ROOF_
To TTOM C 0
B 0 H RD
OF TRUSS BELOW_
2. SEE SHEET SO.0 FOR WALL SHEATHING
SPECIFICATIONS.
1 0
x F- 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
j
c\I -i C,4_
DETAIL 1/SO.O
< ILLJ cl�
CS18 @ BASE 1 3: m 6 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
V) 3/so-o
--------------- OF STUD c\I z cf)
w 00
7-----7-----::::
co 0!� o� GENERAL NOTES
< V-- W
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SIZES AND SPACING. AT GIRDERS AND BEAMS.
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
PLIES.
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
x
C14 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
04 CS18 @ BASE I TOGETHER PER DETAIL 6/SO.O
0 OF STUD x
(2)2x6 'SPF#2 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
"Sl E B � E CS 8 BASE 3/S0.0
POST w
TO FRAIA F S Dj\ F ST D 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
lu �
BELOW. ATTACHMENT PER DETAIL 5/SO.l
cll 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 6A/SO.l
Nk -
(2)2x6-1/1 (2)2x8-1/1) (2 2x8-1/1 7. AT PORCHES, SEE DETAIL 2/SO.l FOR FRAMING
AND HOLD DOWNS
(2)2x6 SPF#2
POSTI w/ CS18 CS-18 STRAPPING DETAIL
TO FRAMING
BELOW. CS18 STRAP w/ 10"
END LENGTH. FASTEN
THIS END w/ 9-10d.
SHEARWALL NOTE: SW: 3/6 WALL FRAMING
z
SW: 3/6 DESIGNATES SHEARWALL
RAM'NG
NAILING - 8d @ 3" EDGE AND 6" "FIELD"
NO NAILS REQUIRED
FLO R IN CLEAR SPAN
SOLE PLATE ANCHORS SEE SCHEDULE ON TRUS 9ES
ON DETAIL 3/SO.O OR "�T.
I G
4FRAM m=
N
WALL FRAMING 4�WCS018 STRAP W/ 10"
END LENGTH. FASTEN
THIS END w/ 9-10d.
n A
SECOND LEVEL WALL FrNaWING PLAN-
SCALE: 1 /4"
SYMBOLS LEGEND
HTS1 'LIFT CONNECTION.
FRAMING PLAN NOTES-
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5.Q&
4. WHEN USING (2)H2-5T CLIPS ON 1'/�" VADE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS lax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA If 8344 SC:CA#3579
....... ....
t
o. 7 1
46
CIE
htj
0 F
%...... ,10
R
STUD DIRECTLY
LISS TOP PLATE TO A
BELOW MTRI SDWC15600 STUD SDWC1560C 1�
Christopher I Sabourin PE
�12 FL PE#71461
.2 TRUSS TIE DOWN WITH SIMPSON SDI
r R�71SONS DATE
Rafter to Top Plate shown
a 3 Truss to Top Plate similar
Optimal 221�
I a Or
PORCH CEILING
SEE 2/S0.1 =H liz:l 30'
61 LU
4 4d 4z:,
3.
I III FIELD ALTEPLATION
D
CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
BELOW TRUSS MAKING ANY STRUCTURAL FIELD
)�*Mox MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
0 CONSrRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
0- E TOP PLATE TO ASSOCIATES MAY RESULT IN
(0 1
0 SDWC15600
SO.
ULI STUD SDWC15600 ADOTIONAL ENGINEERING OR
_j V/ ILLI INSPECTION FEES.
0 DO W T Ir
0� < 0 5 1. Sloped-roof rafters may be sloped up to and including
0 0
z a 12:12 pitch and must be "birdsmouth" cut.
etail 4 for installation instructions.
2. Reference d
_j
X
z
CO3 SIMPSON SDWIC INSTALLATION PANGE
((L 0
L
__KG LU 0 zo
F- 0
L 10 < W U Lf
LU
I 7Z
EJ
0 Ld 0
0
X X CI
EJ 01MG DL LU
> 1: U z
F__E_J6 EJ6
W STUD NOT DIRECTLI
EJ6 0 Z n
LL 11 All I I I �IBELOW TRUSS SDWC15600
FAR CZ Uj
------- ce detail 2a for installation angle limit
In Ind U_ UL \,�.2
EJ6 SDI INSTALLATION
0
N N W; Rafter to Top Plate shown
(a
U) (o 4<
Q0 (Truss to Top Plate similar)
SO.1 W, LU
U 1 0 CP Z
(D IJU STUD NOT DIRECTLY
0- C:) 04 C*4 0 BELOW TRUSS
0 Do ro- <
I-_ < a jar 0
Do not install SDWC in
0 0 0
hatched area
0
0
X SDWC15600
_j
O,erho,g 1 1/2" MIN
2" MAX
12 SDWC INSTALLATION PZANGE
.2 >
TRUSS
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Truss Connector Total List V minimum edge Rafter or Truss PLACEMENT
STRAP TRUSSES AND ROOF RAFTERS TO BEARING distance for full PLAN
Manuf Product Qty values (with or Splice may be in upper or
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 without a plate lower plate
SCREW UNLESS OTHERWISE NOTED HUS26 15 Splice) Do NOT SCALE DIMENSIONS FROM
ir THESE DRAWINGS.IF A DIMENSION 5
UNCLEAR REFER TO THE
W from top plate ARCHITECTURAL DRAWINGS OR
splice Offset
for full values
F AN NAM E
ROOF TRUSS PLACEMENT PLAN (7;RRA.O_CLASSC
DESIGN/DRAWN/CHECKED
SCALE: N.T.S. CS / BTC /LAP
.DATE
NOTE: SDWC AT TOP PLATE SPLICE 05.28.15
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND SCALE
UPLIFT CCNNECTOR, SEE PLAN. AS NOTED
I LPA No.
TOLL-15-00206
CONTROL No.
SHEET
SIA