1668 MARITIME OAK DR - NEW HOME DRAWINGS STRUCTURAL DESIGN SPECIFICATIONS USP CONNEC -OPS TYPICAL HEADER NAILING
O.131X3" TOE NAILS TYPICAL Tbp, WINDOW SILL SCHEDULF1
UPLIFT 2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAILINGO- PLATE SPLICE ROUGH DROPPED HEAD MINIMUM ENO
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR TYPICAL STUD N&Uha- 4'-0* MIN. SPLICE LENG
2014 FLORIDA BUILDING CODE - RESIDENTIA, ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FA'STENERS FL# CODE 2x10, 2x12 (7) NAILS FASTEN ALLTOP PLATES / (16) 0.1310" NAILS OPENING OR SILL PLATES FASTENER EACH END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 0.1310" END NAILS: 9- LVL, 11- LVL (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 (9)1 Odx1 1� (2) 0 2x4, L 14- LVL, 16- LVL (9) NAILS OF .1310 0 12" O.C. STAGGARD. < 6'-4* 2)2x4 SPF #2 5)12d TOE NAILS
AREA (sf) ZONE (PSF) t a' = 4'-6" DOOR -28.8 USP A35 450 450 2 (3) 0 2x6, 4 8'-
DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -314.2 (8'x7*) USP RT7 585 495 (5)8d EA. END L (4) 0 2x8. SYP#2 4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
ROOF FLOOR - 2 CAR USP RT8A 775 650 (5)10dx1'/2" EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. HEADER, 4'-0", MIN. 14 12'-0'. (3)2x6 SYP 12 (I)A35 + (4)12d TOE
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 ROOF SHEATHING, 6*MAX., TOP PLATE PER PLAN
USP MTW12 1195 860 (7)10dx1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR Lou Pontigo and
-23.9 USP HTW20 1450 1245 (12)10dxll/2* EA. END ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARC SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (1 6'x7') I SEE 5/SO.O ocia es, nc.
TOP CHORD DEAD LOAD 20 psf (11 ' SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)10d 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 REQUIRED IF SHEARWALL-\ KA15EU
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d --A. END PLATES AND SOLE PLATES. HEADER ARCHED TRANSOM QPTION* 420 Osceola Avenue
2x SPF DIAGONAL BLOCKING Jax. Beach, Florida 32250
LO, D L/180 SHALL BE PERMITTED FASTENED w/ 3-0.131-0-
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS208 1105 1105 1/,"0 RO) TO FTG. 3. USE SYP#2 FOR ALL
ROOF FRAMING: LIVE LOAD L/240 TOTAL USP JUS28 1305 1305 (6)1 Od 1) HEADER HEADERS DROPPED EA. END TYPICAL. Ph.242-0908 Fax. 241-9557
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/ 'to RC ID TO FT HEADER -'-SHEATHING MAY EXTEND 2- F L:CA# 8344 SC:CA#3579
0.75" MAX UNDER ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. G. 4. ALL WALLS SHALL BE `101 , PAST BLOCKING- WINDOW
USP HTT22 5370 5370 5/."0 RC�D TO FTG. BALLOON FRAMED FULL ARCHED ATTACHMENTS MUST
WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/.*0 RC 0 w/ (1 2)16d HEIGHT TO ROOF OR FLOOR L-- - ---- TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHA BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS FASTEN LOWER STUD OPTION PER PLANS .........
MIN. DEAD LOAD CONDITION OF 5 PSF TOP ORD AND 5 PSF USP PAU66 2535 ,/."o R(�D w/ (12)16d PLAN. TO TALLER STUD W/ SEE RIGHT JACK AND IT11
a
BOTTOM CHORD. REACTIONS CALCULATED FO THE BEARING POINTS PLUS PRESSURE AND MINUS SUCTION. BRACING BY OTHER 2-ROWS OF 1 Od COMS KING STUDS,
OF ROOF TRUSSES SHALL BE REDUCED. SPE IFICALLY, ATTIC FLOOR USPMSTAM24 1545 1455 (5)1/4%4'�-'/. TAPCONS 5.) FASTEN BOTTOM PLATE 0 0 12" 0.C. WINDOW SILL SEE SEE PLAN
r
DESIGN OF NNDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE -Is
LIVE LOADS COMBINED WITH ROOF LIVE LOAD3 SHALL BE MULTIPLIED LN"#
INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE ,,V 4::k;.' %.,\C E %
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET
BY 0.75 WHEN COMBINED w/ DEAD LOAD. WALLS TO CONCRETE SLAB AT INTERIOR WALLS FOR SILL SIZE AND C
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. TYPICAL SOLE j
SIMPSON CONNECTORS AT TWO STORY CONDITIONS,
130 MPH w/10d MASONRY CUT NAILS CONNEC71ON EACH
BASIC WIND SPEED (ASCE 7-10) TYPICALLY %" FULL PLATE NAlUb&- WINDOW SILL SEE PROVIDE SOLID BLOCKING IF
a a 48" O.C. MINIMUM. SEE HEIGHT THREADED END = * : 0 1461
IMPORTANCE FACTOR --------------- 1.00 UPLIFT 0.1310" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, (3) 0 2x4, UPPER LEVEL POSTS & JACK
MEAN ROOF HEIGHT ----------- ------ 20.0 FT a CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS ISTUDS
--------------------- 5/12 (4) 0 2x6, S
ROOF PITCH A35 450 450 12-8dxll/2" 10446.4 (5) 0 2x8. %-'p- "' A\ OF
SDWC15600 SCREW % 0 ee
BUILDING CATEGORY -------- ------ 11 a H2.5T 600 520 5-8d EA. END 11478.3 BLOCKING ONLY REQUIRED SEE 8/SO.O % R 10�-000
EXPOSURE CATEGORY ------ C DENOTES EDGE STRIP. INTERIOR BEARI G AT SHEARWALLS AND-\ PT. SPF#2
ENCLOSURE CLASSIFICATION ------ ------ENCLOSED NAL
1 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dxl'/2* EA. END 10456.3 AND D.C. SPACING. A A
LLL-
INTERNAL PRESSURE COEFFICIENT .18 r SEE C & C CHART H8 620 530 5-10dxl'/2* EA. END 11470.3 SEE PLAN FOR STUD SIZE STUCCO FINISH SOLE PLATE A A A A
WALL SHEATHING 11
HTS20 1450 1245 24-10dxlly'2" EA. END 13872.3
FOR SPLICING FOUNDATION, SEE PLAN. Christopher j Sabourin P E
END 13872.4 WITHIN FLOOR S)YSTEM
. . i A
CONTINUOUS LOCKING SEE DETAIL 1/SO.1 T`.1
MATERIAL SPECIF ICATIONS MSTA24 1765 1270 9-10d EA.
16d COMMONS
WHERE POST IS ABOVE. OPTIONS 8" 2 FL PE#71461
MSTA36 2050 1870 13-1 Od EA. END 13872.8 0 8* O.�.�
r- - -I WALL FRAMING AT WALL FRAMING AT MAX. MINI SOLE PLATE ANCHORm
HARDWARE AND ANCHORS: L6- to 18-16d T) TRUSS/BEAM FLOOR SHEATHING FROM SOLE SEE SCHEDULE
ANCHOR BOLTS & THREADED ROD: SHALL B IN ACCORDANCE NTH [NOT ACTUAL PLAN] 7ra7f a HTT4 3480 3080 1-5/g*0 ROD TO FTG. 11496.2 8d 0 3" SEE SPECIFICATIO� PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK ..........
ASTM A 307 OR ASTM F 1554 GRADE 36. - 3k I rOISONS DATE
32-16d 110 TRUSS/B ------- BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE WITH STM A500 (GRADE B). EAM HEADER CONDITION OR RAISED HEADER CONDITION
NUTS: SHALL BE IN ACCORDANCE NTH AST A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1 5 11496.2 F-------
_/ "0 DROPPED HEADER CONDITION
METAL CONNECTORS: ALL METAL CONNECTO WHICH ARE EXPOSED TO a ROD TO FTG. TYPICAL WALL FRAMING
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 6-10d TO HEADER 10655.113 T
RETROFIT REBAR/ROD INSTALLA11ON: EMBEDI NT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-1 Od TO JOIST
MINI
DOWELS SHALL BE 12 BAR DIAMETER IMU HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER Yk*xV SIMPSON TITEN HD SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND 1/8" LARGER AN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 10531.36 L---- - --J w/3X3x0.229" WASHER SEE Q&HOLD DOWN
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING
(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT I SYP#2 DBL SEE 1/S0.1-/1
ANCHORING ADHESIVE: SHALL BE ONE OF THI: FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 %mo ROD EPDXIED 6" MIN 10849.6 TOP PLATE SEE 5/Sy"J1.0
(DUAL CARTRIDGE INSTALLATION ONLY): i ABU66 2300 %mo ROD EPDXIED 6m MIN 10849.6 BUTT JOINT
EPDXY- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIESo BLOCKING ONLY REQUIRED
REINFORCING STEEL: SHALL BE ASTM A615, RADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EDOXY-IIE 11506.4 AT SHEARWALLS AND WALL SHEATHING FIELD ALTERATION
STRUCTURAL STEEL: SHALL BE ASTM A992, RADE 50. )+-
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISH
WELDED WIRE FABRIC (WWF): SHALL BE AS114 A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 10-16d TO� STUD/BEAM/POST SEE DETAIL 1/SO.1 CONTRACTOR SHALL CONTACT LOU
LAMINATED VENEER LIUMBER (LVL): ALL LAMI�ATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED LTT20B 1675 1675 1-1/,mo ROD TO FTG. 11496.3 FOR SPLICING PONTIGO a ASSOCIATES PRIOR TO
I - OPTIONS -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DE%3N PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 1805 695 10-10d 13872.5 it BOUNDARY OF MODIFICATIONS WHICH MAY VARY
MODULUS (E)1,900ksi, SENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT )�" THREADED ROD 1 1-0" 6" 1 SHEATHING SEE GENERAL NOTES. FROM THE INTENT OF THE ORnINAL
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4*w/3X3xO.229" PT. SYP#2 I - - - -' . . . . . o . . . . . . . .. CONSTRUCTION DOCUMENTS.ANY
TO BE WASHER SEE SCHEDULE SILL PLATE MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTK30 a
1173 A CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY-N,,�' ADDITIONAL ENGINEERJNG OR
TOP PLATE WAU.;_3EE SCHEDULE EPDXY ANCHOR 11TEN HD GENERALNOTES. INSPECTION FEES.
FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE
AND O.C. SPACING. QEmok ANCHOR OPTION
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD r-*^
WALL SHEATHING M . . . .... . . . . . . . . . .. . . .
ROOF SHEATHING SPECIFICATION& SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
SUPPORTED EDGES,
2JNDLL- MIN. 7/16", 24/16, APA RATED OS 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'-Om OF ROOF EDGE). EE DET"kILS SEE DETAILS RAISE )fi- FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERALNOTES
8d 0 3" S BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE
/-ON S1.01 ON S1.01 --\,,
ILLE - MIN. 15/32" 32/16, APA RATED PL OOD SHEATHING, NAILED w/ 0.113x2* RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF RODF EDGE). PLAN AND FASTEN TITEN HD 48" 24" 3x3xO.229" 4" 2"
w/8d 0 3" O.C. EPDXY 48" 24" 3x3xO.229" 4m EXAMPLE OF UNSUPPORTED
METAL - MIN. 1/2", 24/16, APA RATED PLIWOOD 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'-01 OF ROOF EDGE). 2* (UNBLOCKED) PANEL EDGE-,
i MAS N/A N/A LD
-:4 48"
24- T N/A (TYPICAL)
U
WALL SHEATHING SPF!INFICAnONSo
NOTES:
-MIN. 7/16", 24/16, APA RATI,-D OSB OR PLYWOOD STRUCTURA
FLEXIBLE FINISH L 1 SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER MP PLATE.
CONSIDERED BRITTLE FINISH. NAILING TO INTERMEDIATE 4<
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMI'NT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO
L--------J L---------i L------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.
STUCCO FINISH-MIN. 7/16". 24/16, APA RATED OS8 OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLkTE TO UPPER TOP PLATE. ROOF
Uj
MASONRY SPECIFICATIONS* 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (LION) TRUSSES, OR
MASONRY HAS BEEN DESIGNED IN ACCORDAN E WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY MULTY STORY FLOOR JOISTS.
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM M ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3mX1/8" W/ 11/2"0 ROUND
CONTRACTOR SHALL BE RESPONSIBLE FOR 1HE DESIGN AND INSTALLATION OF ALL FLASHING. STEEL WASHER MAY BE USED.
"se"N SOLE PLATE ANCHOR DETAIL a SCHEDULE --�ROOF AND FLOOR SHEATHING NAILING
CONCRETE MASONRY UNITS (CMU).-, TYP. WA�L SECTIONS r3 SCALE: 3/4" = V-0" -11, - / 4 SCALE: 3/4" 1'-0"
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL I,..�-O \Z-.00/ \ZOV U Lu
REINFORCEMENT IN V-101" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY MEN THE WALL HEIGHT EXCEEDS 5'-0".
MASONRY STEMWALLS: ALL CONCRETE MASOI�RY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BOND3. STACK BOND SHALL NOT BE
(3) RC4`&�'�'ft
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SP C S -IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 1/2 2
WITH - #4 0 4'-0" O.C. MAX. AND AT EACF CORNER. WALL END, AND WALL INTERSECTIONS. PROVIDE CON44AF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING COFNER BARS, MINIMUM OF 40 BAR
DIAMETERS INTO EACH ELEMENT. AT STEMWAIL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS 0 8" O,C. It
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOIN REINFORCING SHALL BE A MINIMUM OF 6 . BEAM. STAGGERED 2x4 BLOCKING
SIMPSON
CLAY MASONRY (13RICK): SDWC1 5600 3 PLY BEAM. Cj C14 024" O.C. FASTEN
iCK, -RESPECTFULLY. SEE ROOF
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C�1' IF "N�2x4 MEMBERS: EACH END w/3-10d
FRAMING (1) ROW OF 1 Od TOENAILS
CONCRETE SPECIFICATION& PLAN FOR EXTEND SHEATHING VERT. -7 7, (4) ROWS 12d NAILS 0 4" O.C.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF3000 Pc1l AT28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12" O.C.
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING
EA. SIDE. 2x6 MEMBERS
GENERAL NOTESs AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 1 Od STUD BELOW
(3) ROWS 12d
SPECIFICATIONS BELOW. AT 12" O.C. NAILS 04" O.C. LOWER TOP 4-10d
FOOTING AND FOUNDATION& HEEL >111'-O" STAGGERED PLATE AT BREAK OVER-LAP DOUBLE COMMONS
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 REPORTIS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING PRE-ENGINEERED WOOD EA. SIDE. MP PLATES WALL INTERSECTION
SUBSURFACE CONDITIONS. IF THE FOOTING ELE-EVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) 3OILS. SOIL COMPACTION AND FILL RIPPED TO FIT- ROOF TRUSSES. 2 3 PLY BEAMS ORTHOGONAL VIEW
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN C i 2x4 OR 2x6 POST 2j POST OF CORNER CONDITIONS
FOUNDATION PLAN ONLY CONVEYS STRUCTUR L 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 6Y4- 0
FOUNDA71ON PLAN SHOWN ON S1.0. DO NOT ETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF F001ING SIZE OR LOCATION IS NOT SIMPSON 12p) r z
DETERMINED ON PLAN THEN CONTACT ENGIN R OF RECORD (EOR) SDWC1 5600-'�-, TRUSSLOK TRUSSLOK
SEE ROOF ENGINEERED WOOD ENGINEERED WOOD
UNLESS OTHERWISE NOTED ON DRAWINGS, M IMUM 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" O.C. OR ROD CHAIRS. FRAMING FASTENERS 0 24"o.c FASTENERS 0 24"o.c
PROVIDE CONTINUITY OF REINFORCING AT INTI'.RSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, MERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON AS SHOWN AS SHOWN CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS SHEATHING MAY SDWC1 5600 CONDITIONS CONDITIONS
CONCRETE SLABS ON GRADEo SIMPSON TER I MINATE AT SIMPSON_/ SEE ROOF 3-PLY
SDWC1 5600 TOP OFDBL. SDWC1 5600 FRAMING 4-PLY NOTES:
SHALL BE INSTALLED OVER MINIMUM 6 MIL P LYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
SEE NOTE 1 TOP PLATE. SEE N OTE 1
TERMITES. SAWCUTSm FOR CONTROLLED CRA ING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. DETAILS 14m LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL 0 0
WOOD FRAMING SPECIFICATIONSm TYPICAL CONNECTION NOTES: 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
5" < HEEL < V-0" HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
ALL WOOD FRAMING HAS BEEN DESIGNED IN CCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT NITH MASONRY, CONCRETE OR 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
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 NOTES: JACK-M-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITJTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD TRUSSESm AT TOP PLATE M STUD, SPACE 0 48- D.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN E STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS
INDICATED IN THE TRUSS SHOP DRAWINGS. A.L TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND IN
--%\ R 7
r5 OOF TRU�S CONNECTION TERSECTIONS STUDS CONFIGURATIONS
r6 BUILT-UP MEMBER FASTENING
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 DIAGO ALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. \I. KING STUD TO TOP PLATE: TRUSS M PLATE: DESIGN
ROOF COVERING SPFCIRCATIONS& SDWC1 5600 SCREW. MP PLATE TO HEADER FASTENlNf2;- SDWC SCREW
THE CONTRACTOR SHALL BE RESPONSIBLE F THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUF CTURER'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 E "CONCRETE AND CLAY ROOF 11LE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM El 14 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED CRTERA
ACCORDING TO THE MANUFACTURER'S REQUI MENTS. 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.
SDWC1 5600 SCREW
WATERPROOFING: NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: AND
THE CONTRACMIR SHALL BE RESPONSIBLE F THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
THAN 4'-6m FOR GABLE ENDS. ENERAL
WOOD FASTE AB3REVIATIONS KING & JACK PLATE TO HEADER:
G
NIN SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND I
CONNECTI N STUDS SEE PLAN KING & JACK L SDWC SCREW 0- NOTES
MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL STUDS SEE PLAN 24" O.C.
TYPE EUILT-UP POST IN THE WALL
(2)12d ME HEAD QR SILL 00 NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAI 2-GUN NAILS 0 12" STAG. 60 N Al LS E.E. PLATES SEE -4L- THESE DRAWINGS.IF A DIMENSION IS
4" GABLE X-BRACE. SEE DETAIL 10/S0.1 HEAD QR SILL 2X6 WAI R FER TO THE
L 31/2 x 31/2 x 1/4 -on (MIN) SCHEDULE I I I I
TOP PLATE, LAPS/INTERSECTION FACE NAIL, 1(2-16d) 3-GUN NAILS 1-401/2%1/4 6" 80-000 EADER SIZE, JACK AND KING STUD FMLATES SEE ITECTURAL DRAWINGS OR
DBL. TOP PLATE TO STUD FACE NAIL, 1(2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE UAN TI TY. ROUGH OPN'G, SEE ARCH 'SCHEDULE A CONTACT THE E.O.R.
HEAD QR SILL KING STUD TO FRAMING BELOW- TRUSS TO PLATE.,
L5x3'/2"X'/4 6" 10'-0" ---------- HIDDEN LINE DESIGNATES SIDE OF
RIM JOIST TO TOP PLATE ME NAIL (8d 0 6-) GUN NAIL 0 6" 0" SW WALL THE SHEARWALL SHEATHING PLATES SEE\ CS18* STRAP w/6-10dx%" ROUGH OPN'G, SEE ARCH SDWC SCREW
1-60/2"x1/4 600 12'- NAILING- TO BE APPLIED. 8d 0 .3/6 SCHEDULE NAILS EACH END. STRAP PLAN NAME
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 690 16'-0" DESIGNATES 8d COMMONS 0 3* KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR STONEBROOK COASTAL
2 0/4 O.C. EDGE & 6" O.C. *IN THE CONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS L7x3/ FIELDO SDWC15600 SCREW. OMIT IF r
A DESIGN/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL 1(6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK OR PLATE TO HEADER: CS BTC/LAP
SPECIFIED. NOT REQUIRED AT
RESISTANT COATING OF EPDXY BASED ADJ ADJACENT LG Lcng JACK TRUSSES LESS
TOE NAIL (2-16d) 3-GUN NAILS SDWCSCREW 0
I-L LINTELS TO BE MINIMAL 36" VENEER GABLE ENDS OR 2-STORY STRAP NOT REQUIRED AT THE-\
SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS
JOIST/TRUSS TO PLATE PAINT. BM BEAM MANUF -- Manufacture THAN 8' OR OPENINGS LESS 24" O.C. DATE
WEATHER BOT - BOTTOM MONO - Monolithic WALLS 2X4 WALL
-8d) 3-GUN NAILS
RAFTER TO PLATE TOE NAIL (3 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG - BEARING OC On Center TH AN 3'- HEADER FASTENING SECTION 10.15.15
JACK RAFTER TO HIP TOE NAIL .(3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT M CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
ROOF RAFTER TO 2x- RIDGE SM. TOE NAIL 1(2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. DBL DOUBLE PERP - Perpendicular A Ut I& I AS NOTED
DIA DIAMETER PRE ENG - Pre Engineered
SCREWS INTO HEADER PROVIDE A 1/2" LINTEL EA EACH PSF Founds per Square Foot
CS18 STRAP W/6-10DX% LPA No.
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE ATTACHMENT
VERTICAL SLOTTED HOLE FOR SCREW. SEE N OTE 2 EE EACH END PSI P)unds per Square Inch 01 NAILS EACH END. STRAP ATTACHMENT CAN BE
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT - PFESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-15-00585
STUD TO SOLE PLATE TOE NAIL 1(3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT. EQ EQUAL QT - Q.ick Tie SOLE PLATE CONNECTOR �SOLE PLATE ANCHOR STRAPPING NOT REQUIRED_,Z� BLOCKING FASTEN-' �-��STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
HORIZONTAL TIES 0 24* O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR
SOLE PLATE TO JOIST/IBLOCKING FACE NAI 1(16d 0 16") GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - Scuare Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS N/A
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED MULTI STORY THAN 8' OR OPENINGS LESS SHEET
NAIL SPECIFICATIO S AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT FOOT SYP --Southern Yellow Pine SINGLE STORY (HACKED W1 MULTI STORY THAN 3'-6"
3"xO.131"O = GUN NAILS 2" 0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/16"O WEEP FTG FOOTING THRU Through TYP -.ADER (UNSTACKED N
2%0.113"0 = 6d 2/t%O.131"0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SEC11ON \AEW HDR HEADER TYP - Typical r8 ICAL H STRAPPING
3"xO.148"0 = 10d 314%0.162"0 = 16d FLASHING. HORIZ - HORIZONTAL LION - Unless Otherwise Noted S090
OF BRICK LINTEL LBS - POUNDS VERT Vertical
SDWC SCREW
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SDWC CREW
S24" O.C.
11/2-4.148"0 10dxll/2- 11/1"xC1.131*0 8dxl'/2* WWF I'Velded Wire Fabric j I,�-o SHEET OF 9
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
PLATE w/ 10d 0 4" O.C.
FASTENED TO TOP- WALL SHEATHING
PLATE w/ 10d 0 3- 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
___7NAILS AT EA. FRAMING INTERSECTION.
6"
(MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER
AT SHEARWALLS AND PLATE BE OW TOP PLATE Lou Pontigo a n-d
STUCCO FINIt H P R6H SHEATHING,
5-8d COM S E SPECIFICATIONS HEADER PORCH Associates, Inc.
EACH SIDE Eba
B LOW HEADER,
16d COMMONS OF SPLICE 16d COMMONS 8-GUN NAILS----1
2x4 SYP#2 HORIZ. BRACING 0 PERPENDICULAR TRUSS 420 Osceola Avenue
SHEATHING SPLICE 0 8" 0.C. SEE PLAN.
0 8" 0.C. 24" O.C. BETWEEN OUTER WALL- PORCH PARAI I F'I HEADER & SUPPORT FULL HEIGHT-- DETAIL B Jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Ph.242-0908 Fax. 241-9557
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.1310" NAILS PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD
BOARD (TYP) BOARD (TYP) BASE OF POST FL:CA#8344 SC:CA#3579
C-4 3" 0.C. (TYP) TO WALL 14-L BELOW. & (1) ADJ.
EACH SIDE FLOOR 0P110N-A TO PORCH HEADER. WALL
FLOOR r FLOOR OF SPLICE TRUSS SHEATHING
TRUSSES TRUSSES STRAP w/11- POST 24" 16 GUAGE 4x4 POST.ABU44 STUD WALL FRAMING
OR JOIS OR JOI ST. 2x4 SYP#2 /11- -4- /-w/ 2x SOLID BLOCKING
T. SHEATHING SPLICE DIAGONAL 10dxlh" EA. END BELOW STRAP w 6x6 POST.ABU66 ItH j
FASTEN EA. 11061V EA. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE s
END w/ DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS IN ge�C'p me"'041
-Y4" OSB or PLYWOOD PORCH. CON11NUOUS OVER- TO BLOCKING 0 3" O.C. Sr '%IZ 4$"4
0. INTO TOP PLATE & 5-10d & 4%
RIM BOARD Y47 SLAB 6" HEADER NAILS INTO BEAM. SPACE g
64
3-10d COMMONS SEE PLAN _kHTS16
SHORTER THAN PORCH HEADER, MAX 0 48" O.C. OMIT IF WALL 61
FLOOR SYSTEM. ALIGN C STRAPS SHEATHING IS INSTALLED
WALL FRAMM WALL FRAMING MING ROOF TRUSS
LINE
EILING '24
WALL FRA MSTA RO
VERTICAL JOINTS NTH ON FACE OF BEAM
EPDXIED 6" MINX OR JOIST_-�,�
STRAPS
SHEATHING SPLICE WALL SHEATHING FOR PERPENDICULAR
JOINTS INSTALL FLOOR TO E OF
FLOOR STRAPPING PER PLAN \AEW OF PLAN MEW OF ELEVATION VIEW OF TRUSS CONNECTION
*10 'k-
5-8d COM SEE DETAIL B ABOVE
BLOCKING ONLY REQUIRED 8-GUN 00
OPTION 1 OR 2 PORC HEADLIR PORCH HEADER PORCH HEADER CONTINUOUS 2x6 40 0
AT SHEARWALLS AND EACH SIDE NAILS SYP#2 R
AT CORNER POST, AT POST ATPOST r'P
STUCCO FINISH OF SPLICE OPTION 2 FULL HEIGHT LEDGER FASTEN NTH �9'
op'nON 1 ANCHOR OR DTT2Z 5-0.13lx3" EA. STUD. '0 1 V A L
APA RIM BOARD OP110N FLOOR TRUSS PARALLEL PORCH SHEATHING SPECIFICATIONS:
OVER -AP SHEATHING HOLD DOWN AT \�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
N OTE 1: OR 0P110N B TO PORCH HEADER. DETAIL Christopher J Sabourin PE
1. CONTRACTOR MN I CHOOSE OPTION 1 2 OR 3. 3/1," (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD A
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461
FLOOR TO I:LOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS r3-%\TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION ...............
Ul SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REMSONS DATE
�O AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/S0.1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS 2-SIMPSON H2.5T.
TRUSS.-\q BOT. CHORD w/ 0.1310" 0 3" O.C. - ----- B FIELD ALTERATION
2x4 SYP#2 CATS AT 2"_ FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF t it----------t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO I)P-- Z-ROOF TRUSS. 1RUSS- SDWC 15600 - ---------4 4---------- PONTIGO a ASSOCIATES PRIOR TO
PLATE w/ 4-0.131:3" 1 V/4" SHEATHING FASTENED TO 0 32" O.C.
U MODIFICATIONS WHICH MAY VARY
COMMSN.�, MAX. TOP PLATE w/ 10d 0 3" D.C. SCREWS FROM THE INTENT OF THE OR].GINAL
I 1 9 V ,X, 16" MAX. SHEARWALL OSB WALL FIELD ALTERNATIONS MADE PRIOR TO
FASTEN CATS EACH END w/ 2 SYP#2 CONT. ATTACH -(D C BEING APPROVED BY LOU PONTIGO a
J /_SHEATHING ASSOCIATES MAY RESULT IN
3-0.13lx3" COMMON TOE NAI.S TO TOP PLATE AND TRUSS ADDITIONAL ENGINEEMNG OR
w/ 0.131x3" @ 3" O.C. EDGE OF WALL-//
SHEARWJ,LL OR 2x MAY OVERHANG TOP PLATE. SHEAR +
SHEARWALL -4jL
EXTERIOF WALL 3 SW 8d@3
C-A D%AIA I ROUGH OPENING, SEE ROUGH OPENING, SEE
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G P RE0 TFn '_qH SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT.
i POST BELOW WITH 2-CS16 POST BELOW WITH 2-CS16
UPOM TO LOWER STUDS U M LOWER STUDS STRAPS WHEN FULL HEIGHT
ROOF FLOOR DECK 10d 04"O.C. SW 8dOJ/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
05B DIAPHRAGM FASTEN TRUSS. -FLOOR ANCHORS ARE NOT USED
To NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS -�K TRUSS. (M- IENIIJ STUDS TO FOUNDATION (8)- 90 STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNEC11ON
o 3" O.C. FASTEN TO TOP'-- LEDGER FASTENED '5W 8d_6�/6: HTT5 OR HDU5 "5W 8dO3/6: HTT5 OR HDU5 L9
PLATE w/ (2) ROW$ 7/16" OSB TRUSS WEBS WITR_ ^- soLE PLATE ANCHORS 1701- SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
OF 8d 0 3" O.C4' BLOCKING w/3-0.1310" SHEARWALL NOTES: TEE SCHEDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT
PANNEL FLOOR COMMON. 1. AT ROOF TRUSS, V)
2x4 SPF FRAMING T CONTRACTOR MAY SHEARWALL NOT 5- A H2.5T 0 32* O.C. TOP & BOT A LS18 0 32* O.C.
SYP#2 2x4 NAILER FAS I ED ALL AROUND I I I _k% I I CHOOSE A,B,C,D, OR G. 1. PROVIDE 31is" O,SB SHEA�HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12- PROVIDE 2x BLOCKING AT �LL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
(2) ROWS 0.1310" 0 3- D.C. INTERIOR 3-0.13lx3" NAILS 0 6" O.C. \\-O.C. FASTENED TO TOP 2. USE ALTERNATE A. 1 0
SHEARWALL. PLATE w/ 4-0.13lx3" AT EXTERIOR WALLS 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
SW- SHEARWALL OR_/ COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
\-5-16d NAILS EXTERIOR WALL TRUSSES. I
ALTERNATE Q ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE 3. FASTEN ALL INTERIOR W TO ROOF OR FLOOR TRUSSES PER5/S0.1 LU
E & F FOR FLOOR 4. INSTALL INTERIOR FOO G BELOW SHEARWALL PER DETAILS ON S1.0
ILMUSS ATTACHMENT -low
SHEARWALL ,�TTACHMENT AT ROOF Et FLOOR fl� TYPICAL 'S-iEARWALL ELEVATION lem�EN7 HEADER TIE'0OWN_ z
PROVIDE SOLID BL CKING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPOES WHEN NOTED ON PLAN
\�.Swj
L'Lj
8d COMMON NAILS L 4-12d TOE, MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICA�TIONS. SINGLE BRACING NOTES AND SPECIFICATI
AT 3" O.C.(TYP) ROOF NAILS (T)P.) L2x4 SYP#2 OUTILOOKERS TRUSS BRACING
TRUSS 0 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN m FOR T-BRACE SHALL BE 1x4 SYP#3
WALL STUDS WALL STUDS EACH END w/3-10d H3 QfL H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON)
AT 16" D.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE R (0-
w/ 4-12d NAILS AT EACH RAFTER. (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING COMMONS TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. L GATED TRUSS ENGINEER.
0
2X6 3.)PERMANENT PERMANENT BRACING
ROOF TRUSS-/ ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON ANGLE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP z
SYP#2 LEDGER ATTACH --+-L DBL. SYP#2 LEDGER BRACE FRONT SIDE OF WEBS DRAWINGS. THE CONTRACTOR SHALL
I I NAILS FROM RAFTER TO LEDGER THESE STRAPS I �_11 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-BRACE FASTENED TO BOTTOM CHORD BRACING
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 PERPENDICULAR TO TRUSS BOTTOM
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER ALI TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 QR CS16 DIREC LESS THAN 4'-Om FASTEN w/10d COMMONS * EACH SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL TLY 0 6" ON-CENTER 2X4 #2 SYP BLOCK CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB
REACTION LEDGER SIZE & N LLK REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER /,--GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR OTY. AND TO BE BRACED. AT END WALLS PROVIDE DIAGONALS
AND ROOF MEMBER. END W (APPROXIMATELY 457.) TO THE 0
0-775 2x6 w/ 5-0.1310" 4"0x6" SDS SCREWS 3-10d TOENAILS TION. E MORE ADJACENT EXTERIOR PERPENDICULAR
1850-2345 2x8 w/ 6-1/ LOCA THAN (1) LATERAL
776-1250 2x8 w/ 8-0.1310' 2346-3125 2x12 w/ 8-/4"Ox6" SDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U
1251-1540 2x1O w/ 10-0.13lx " / /-PLT W/ 2-H2.5T AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.131x3" CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT to-_ MATERIAL. THIS REQUIRMENT IS NOT
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: YHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO USSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEI IG USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH RC)F DECK PER GENERAL NOTES. 8-10d �LSTA`12 0 48" O.C. QR DBL TOP PILT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM- COMMONS MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL
SDWC15600 0 3r:," o.c. OMIT IF PERMANENT TRUSS BRACING
/Q*,��8�L�EDG�IER P,_'ONNECTION WHEN 9 DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12' MIN FRAMING
SO.1 TRUSS TO LED 'ER CONNECTION BY TRUSS THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. \,,S..0.1.,/ NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" 1'-0* MIN 2 PLY STUD MIN 2 PLY STUD
ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS
IN LIEU OF 2 STUDS
D' ITS ACCEPTABLE ITS ACCEPTABLE DETAILS
GIRDER TRUSS
OR BEAM GIRDER TRUSS
TO SISTER A TO SISTER A
FULL HEIGHT
MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM
WASHER---� PLAN X1
ANCHORING SPECIFICATION (II)MSTA24 STRAPS STUD FASTEN w/12 FASTEN w/12
F041D OVER TOP PLATE (2)MSTA24 STRAPS
r---N 0.1310" GUN 0.1310" GUN NAILS
SIMPSON HTT5 OR
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/1 8-1 Od FOLD OVER TOP PLATE NAILS (2)MTS12
FULL HT. I I
26-10d COMO 0.
UPLIFT PLATE
ANCHOR DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED N w/18-10d HDU5. FASTEN DTT2Z (2)MTS12
SOLE ANCHOR FASTE ISIS
FULL HT. TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE
FOUNDATION AND TO THE UPPERMOST PLATE AT THE
DOUBLE TOP -CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE THESE DRAWINGS.IF A DIMENSION 15
SEE PLAN
PLATE TOP PLATE, PROMDE A 2"x 2*x X* STEEL WASHER. 0 a Fw/8- Y4%1)�"
UNCLEAR REFER TO THE
FASTEN WTH A NUT AND ALLOW AT LEAST 3 SDS SCREWS
WALL STUD 0 SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
OR POST. (2)H2.5T \-(2)H2.5T
THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD
01"
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD THREADED Rol WITHIN 6" OF
FULL HEIGHT __f4ik) 1 MINIMUM
THREADED ROD 1 , -� PROVIDE A HOLE IN THE PLATE 34" LARGER THAN THE 2 PLY-\ EPDXIED 4" MIN JR GIRDER (SEE PLAN) PLAN NAME
--------- 2 PLY-\ AT2ND STORY
DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY
SEE PLAN ELEVATION STUD THREADED 10 0 9 Xx6m 11TEN HD STUD STUDS PROVIDE
SINGLE CON71NUOUS RODS ARE PREFERRED. COUPLERS COUPLER TIGHT STUDS PROVIDE -ROD EPDXIED 4 1 )!r THREADED ROD 2 CS18 STRAPS STONEBROOK COASTAL
Qt9! 10
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES oo AGAINST PLATE 1 CS1 8 STRAPS 7.5" MIN EPDXIED 4" MIN OR AT BASEOFSTUDS DESIGN/DRAWN/CHECKED
STEEL COUPLE
WERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE
(OPTIONAL, LOCAT FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED 0o SIMPSON TITEN HD ROD COUPLES- AT BASE OF STUDS XxV TITEN HD I(FLOOR TO FL22R)JI CS / BTC/LAP
ANCHOR* oo I(FLOOR TO FLOOR)
AS NEEDED IN HOLE. RODS MAY BE SLANTED FROM TRUE oo RODS THD37634RC (%"x6;Y4") MINIMUM
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. y-2 PLY HOLD DOWN SEE PLAN
THE NUT AWYE THE UPPERMOST PLATE SHALL K SIMPSON DTT2Z STUD r)fin ROD = DTT2Z 10.15.15
FULL HEIGHT ANCHOR INSTALLATION CHART SE0JM OVIIER THE USHER 70 A MA-101T w/8- Y4"Xl)!r HTT5 ROD = HTT5 SCALE
CONDITM PLUS ONE-HALF IM OF A StANDARD
FLO�R SDS SCREWS BUILT-UP POST, BUILT-UP POST,-
FRAMING MOM (All"OMATIELY 30 FT.-= OF IMM)EI SEE PLAN. SEE PLAN. AS NOTED
_4 THREADED @ OW TO SHRMCAGE AND OOkVRESS11ON OF GUILDW
FULL HEIGH ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CON7RACTORS; SHALL RE-TOM NUT 70 30 LPA No.
THREADED RO FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-Lft OF TO" AFM ALL IRA= ARE TOLL-15-00585
SEE PLA PER PLAN. 3/8 14*0 'A"0 2x2x Va" 4"' 4" 2" 3" COMPLETE AND PRW TO NUILIPLATOL
C:p y EMBEDMENT 5/8 Wo 3/4"0 -1 3x3x/4" 7.5" 12" 2)j- 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z LTT20B OPTION 1 OPTION 2 CONTROL No.
I#-'__DEPTH (F_) DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR N/A
V__/ MONO.STEM MONO CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT TR CONVENTIONAL
FULL HEI.CHT ANCHOR 11 REQUIREMENTS FULL HEIGHT ROD FULL HEIGHT ROD SHEET
WALL! SECTION THREADED ROD INSTALLATION CHART WFULL HEIGHT ROD ALTERNATE
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM `g3 ATTACHMENT t*7�4 FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL ER / BEAM STRAPPING
/01 WHEN 16 GIRD SO*]
SOA THIS DETAIL ONLY APFLIES MEN NOTED ON PLAN ALTERNATE SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
N,
3m
3E
_T
T\
SHEA1
5-
c.A r.
S EE
AND V'
A4X D�
PERE0
z 4D
c) , / w 4/
2AJ
OVERLAP SIDEWALL
OVERLAP SIDEWALL
TOP PLATE TOP PLATE
O\ RLAP SIDEWALL ALWAYS PLACE
TO PLATE ALWAYS PLACE
. . . . . . . HEADER AT
HEADER AT TOP OF ROUGH
TOP OF ROUGH
OPENING
OPENING
.. . . . . . . . . . . . . .
GARAGE 5/s"O THREADED ROD
HEADER . . . . . . . . . . . . . . . . w/3x3x'/4" PLATE . .. . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. -7 4- . . .. . . . . . . . . . . . . FULL HEIGHT
HEADER AT PACK WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . (ONE IN SIDE-,', 1/2 . . .. . . . . . . . . . . . . THREADED ROD
. .. . . . . . . . . . . . . . .
. . . WALL' Lou Pontigo and
TOP OF ROUGH
OPENING RING SHANK NAILS 0 12" O.C. MAX
2)20go STRAPS L— I - ... . . ITEXTEND HEADER TO
HEADER TO JACK ATTACH GARAGE DOOR THRU 5;4 91 . ..
TEXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue
(2)2x6 KING STUDS UPRIGHT SUCK DIRECTLY INTO FAR SIDE OF WALL 7-6x6 POST AS SHOWN.
H TT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 2 2x6,S�PF�2 AS SHOWN. 0 ax. Beac , Florida 32250
THREADED ROD-\ SUPPLIER JACKS -* .. . . -I- JI- Ph.242-0908 Fax. 241-9557
(2)2x6 JACK STUDS EPDXIED 12" AND (1) 6 6 4'-O"x4'-O" PIECE OF WALL !6
KING.\ 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER FL:CA#8344 SC:CA#3579
HTT5 w/ SHEATING INSTALL ATUPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER
(2)2x STUD CORNER THREADED ROD CORNER 11" BELOW GARAGE HEADER %" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A
0
EPDXIED 12* ON EXTERIOR STUD (TRIMED AS A EPDXIED 12" AND,(1) SHOWN)
> SHOWN) DETAIL K NG.
or-
P.T. SOLE PLATEN,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS
TING TO HEADER w/ 8d COMMON Qff GALV. BOX NAILS _---F
GARAGE HTT5 w/ FASTEN SHEA IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
SOLE LATE HTT5 w/
FLOOR 9g' THREADED ROD -IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING.& SI LLS) TYP. 00
goo
ANCHOR THREADED ROD (STUD3, BLOCKING & SILLS) TYP.
EPDXIED 12"
SOLE PLATE_/ A' 4' EPDXIED 120*
ANCHOR GARAGE WING WALL SECTION
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
THICKENED SLAB EDGE
4 NQ�,
A AT GARAGE OPENING. ...
6x6 POST NTH ABU66
THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN w/ 5/a" THREADED ROD 7A
.4 NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. OF
EPDXIED 12" MIN. 44�
MrAMARI
66 X
HI
P
D,
10114,
P.
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. F? 0
FU
AL
GARAGE WINO WALL ELEVATION
Christopher J Sabou rin P E
FL PE#71461
Ll
PJEWISUr-6 DA-M
GARAGE *ADER FRAMING WHEENN GARAGE PORTA� WING WALL VMEN 3 GARAGE WING WALL FRAMING LESS THAN 12
SO.2
0.2
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
rFIELJD ALTERAMN
CONTRACTOR SHALL CONTACT LOU
PONTIGO Et ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
ROOF SHEATHING PER FIELD ALTERNATIONS MADE PRIOR TO
1-MTS12 STRAP CONSTRUCTION SPEC's 13EING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
0 EACH RAFTER ADDITIONAL ENGINEERING OR
10d COMMONS 1/2"xlO" S.S LAG BOL1 INSPECTION FEES.
2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c
w/3-#80)k" WOOD� CONSTRUCTION SPEC's SPLICE 2x6 x 4'-6" P.T. SYP NO.2
SCREWS 0 16-O.0 2x6 SPF#2 RAFTERS 2x6 SPF#2 RAFTERS EXPOS17D RAFTER TAIL TO EACH ROOF
ALIGNED w/ STUDS 0 24*o.c TRUSS'O 24" O.C.
2x6 SYP#2 LEDGER H2.5T
w/2-1/4"W SDS z
SCREWS 0 16"o.c
2x4 SYP#2 LEDGER "04 LD
0
w/2-#80V WOOD 5-10d NAILS PRE-ENGINEERED 2x SPF BLOCKING
SCREWS 0 16"O.0 7 WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 12d COMMON /-RIPPED TO FIT Ln
6x6 POST SEE PLAN-,--," 00, (2)H2.5T WIRE NAILS WITH GAP SHOWN
0 4!' O.C. 10- Uj
1-H2.5T 0 2x4 SPF#2 JOISTS <
EACH JOIST ALIGNED w/ RAFTERS 4x4 HORIZONTAL LEG STAGGERED SOFFIT, SEE
3-10d TOENAILS %"x8" LAG SCREW ARCH.
EACH SIDE RECESSED
ARCHITECTURAL 4x4 DIAGONAL DOUBLE-//
BRACKET TOP PLATE 1x4 P.T. SYP
WALL FRAMING %%8" LAG SCREW V-4" FASCIA
SEE PLAN RECESSED
SHEATHING MAY
4x4 VERTICAL TERMINATE AT
TOP OF DBL.
TOP PLATE.
ALL EXPOSED METAL ALL EXPOSED METAL A
CONNECTORS AND CONNECTORS AND L
FASTENERS SHALL FASTENERS SHALL
BE STAI BE STAINLESS STEEL
N RAFTER TAIL DETAIL
SHED ROOF BRACKET DETAIL -1 ---- - - I
/0'7� SHED ROOF B1;ZACKE`T1)ETA1L ' - t5 r6 N
J2 \,�2 SCALE: 3/4* V-0m �,�.2 SCALE: 3/4" V-0"
0 Uj
Z
KING STUD TO TOP P 0 0
SDWC1 5600
SCR
F
4 0 STUD TO T
SDWCI 5601) SCREW.
0 0 32" O.C.
STUD TO TOP PLATE*
STUD TO TOP PLATEm
SDWC1 5600 SCREW.
SDWC15600 SCREW.
0 320 O.C. 0 320 O.C.
STUDS TO TOP PLATE STUD TO BOT PLATE@
SDWC15600 SCREW.
BOT PLATE TO TRUSS
J14"x4h" LAG SCREW 0 320 O.C.
HEAUER WITH ROUNO WASHER MISC
1-MSTA24 AT EACH FLOOR TRUSS
FRAMING
.7AILS
- ---------- Dr
130T PLATE TO FR ING BOT PLATE TO FRAMING.
BELOW CS180 320 O.C.
BELOW CS180 32" O.C.
STUD TO BOT PLATE*
SOT PLA 'MUSS TRUSSES PERPENDICULAR TO WALL ABOVE /--SDWC156OO SCREW.
0 320 O.C.
Y4"WhCm L G SCREW 00 NOT SCALE DIMENSIONS FROM
NTH ROUN WASHER
----------- ATEACH FL R TRUSS
ARCHITECTURAL DRAWINGS OR
STONEBROOK COASTAL
DESIGN/DRAWN/CHECKED
lip CS / BTC/LAP
DATE
TRUSS OR BEAM PARALLEL TO WALL ABOVE
10.15.15
SCALE
WjEN 7 PPING DETAIL 8 WALL STRAPPING DETAIL WALL STRAPPING DETAIL AS NOTED
WALL STRA r9
so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Z�NS�0- THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No.
TOLL-15-00585
CONTROL No.
N/A
SHEET
SO*2
SHEET 3 OF9
J
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Fj
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA#8344 SC:CA#3579
E
N 461
S E OF
L
Christopher J Sabourin PE
FL PE#71461
r"iTE79KONS DA�
3
S1.01 S1.01 S1.01 >
r-1 F�
.1.0, t
- -- -- - - - - - - - - - -
-- -- - - - - - - - - -
r3
12x12 MASONRY PIER BUILT ------------- S1.01
INTEGRALLY WITH STEM WALL. MONO FOOTING TO J1 FIELD ALTERA-1710N
$0 ILI� I n
TOP OF PIER=TOP OF HOME STEMWALL w/ 2-#5x3O CONTRACTOR SHALL CONTACT LOU
j H PONTIGO a ASSOCIATES PRIOR TO
SLAB. (REINFORCE w/2-#5 DOWELS EPDXIED 6" MIN. F] MAKING ANY STRUCTURAL FIELD
I$) MODIFICATIONS WHICH MAY VARY
VERTICAL HOOKED INTO FTG 6 PAVERS ^4 _j Li FROM THE INTENT OF THE ORIGINAL
r11_ -1 CONSTRUCTION DOCUMENTS.ANY
BY OTHERS �si.oV I FIELD ALTERNATIONS MADE PRIOR TO
Li BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
S1. F] ADDITIONAL ENGINEERING OR
-FLO, 01 H INSPECTION FEES.
010�B
Nksi.01 Li
4
�Si.ov 1 6 .01
S1.01 JH
SAWCUT
y
I I VZ 1 01
3:
<
M NO FOOTING TO U)
0 13 -8 W-2 J H
TE-M WA LL- w/ 2-#�ix 3V'
DOWELS EPDXIED 6" MIN. i H
6 J LJ
\"S1.0v
_VP
PROVIDE 2- #4x4 ILJ-=
CORNER CR� CK BARS L------------ 7-u _'%�
AT SLAB MI )-DEPTH. r3
S1.01 U LLJ
1% L UU
4" CONCR TE SLAB w/ ����21RDODE 2 #4x4 _090
FIBERMESH @ 1.5 LBS/CU.YD. CMFR CR CK BARS 3
LL@) ^3
I III ji
7-7-7i- Ni.01
-Vol
1.01
D4
_Nslv/
OF CONCR -TE OR 6x6 W1.4xW1.4
S1.01
WWF ON 601L VAPOR BARRIER AT B M�D-DEPTH. 7 Lij
IN PREPA ED GRADE.-N\, -------T"� �401\10 FOOTING T
STEMWALL w/ 2-#5x3O
DOWELS EPDXIED 6" MIN.
PROVIDE- SAW CUTS PER
5/S1.01, BUILDER TO
_UOGRDff TA-TE WTFf-FINI SR_ 4 1�
FLOI�R MATERIAL. S1.01
-0�1 Uj
T z
I RAM
L 14 1-1 0 to
-�01 11�ff
PAVERS
^6 �AONO FOOTING TO BY 0 0
STEMAALL w/ 2-#5x3O" L_0THERS__j
S1 1
DOWELS EPDXIED 6" MIN.
_j
�111 1XI 1XI 1XI lxl;'x'l XK
",I�Iel�Iel;el 1XI lx�1XI�111
S1.01
FOUNDATION
PLAN
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
r STONEBROOK COASTAL
FOOTING SCHEDU E AND NOTES SOLE PLATE ANCHOR SPACING SCHD
FOUNDATION PLAN DESIGN/DRAWN/CHECKED
CS / BTC/LAP
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" 0.C.
SCALE: 1/4" l'-Op#
UNLESS OTHER NOTED DATE
3-#5 EA. WAY BOT. 0- 2'-0" 2'-0- F2.0 10.15.15
3-#5 EA. WAY BOT. i P-0" 2'-6" 2P-6" F2.5 SHEARWALLS 24" O.C. SCALE
I (SW 8d*3-/6-)
_0"
3-#5 EA. WAY BOT. 1 3'-0" 3j'-O" F3.0
AS NOTED
4-#5 EA. WAY BOT. 1'-0" 3'-6" 3*-6p' F3.5 SOLE PLT 0 f MEN NOTED ON PLAN LPA No.
4-#5 EA. WAY BOT. 1 P-0" 4*-Otp 4P_0" F4.0 SEE NOTE 2 TOLL-15-00585
4-#5 EA. WAY BOT. 1 9-0" 4'-6" 4-6- F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL CONTROL No.
3/SO.O
1. THIS FOUNDATION PLAN ONLY CONVE S STRUCTURAL INFO. RELATED TO THE N/A
FOUNDATION. FOR GENERAL FEATURES, DIME IONS. CONDUITS, ELECTRICAL EMBEDS, CING SHALL BE AS NOTED. FOR SHEET
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARC ITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPA
REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36
ON-CENTER SPACING
2. FTGS. & FND. SHALL BE IN A ORDANCE w/ LOCAL BUILDING CODES. S190
3. SOIL COMPACTION AND FILL SHALL BE C MPACTED TO A MIN. OF 95% MODIFIED SHEET 4 OF 9
PROC IN ACCORDANCE WITH ASTM D 1557.
1
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND
PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING ANCHORAGE PER
AND ANCHORAGE PER CONSTRUCTION SPECS.
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
AT WALLS GR��TER THEN 12 Pt HOOK INTO SLAB. 1 -#5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 3/SO.O Lou Pontigo and
FOR TEMPORA�, Y BRACING WHEN SPECIFIED ON PLAN. /."- BLOCK w/ 1-#5 CONTINUOUS Associates, Inc.
LAYOUT PLAN �AND SEE ARCH PLAN
420 Osceola Avenue
PERMANENT L TERAL SLAB ON Jax. Beach, Florida 32250
SUPPORT DIET IL. z ON GRADE, 51110
r sSEE PLAN. 4
<.. r
FL:CA#8344 SC:CA#3579
SEE PLAN.
4 X
GRADE OR COISIC.
N. \
SLAB, SEE PL k
Jz #4 DOWEL TO MATCH VERT. `,,8 C IU STEM WALL W/
1� SLAB ON of 0.C.
--I F SHOWER PAN SLOPES TO DRAIN, SEE ARCH
STEMWALL SCHEDU _E STEMWALL REINFORCING (SEE 4 #4 VERTICAL DOWELS @ 24 0 13-4
GRADE to 0
SCHEDULE) w/ 6" HOOK INTO PLAN. MAINTAIN MIN. SLAB THICKNESS. <I 90" BEND INTO FTG.
Uj
LAJ SEE PLANI I
CMU 'ING
COURSES
REINFOR�, r4 FOOTING. LAP VERT REINFORCING
4 NO. 461
25" IF STEMWALL IS GREATER
<
1 TO 6 #4 VER T. 48"O.C. 0. -0
0
7 TO VERT. 24"O.C. .4 _j E OF CA
S Ir-
L 0 %
4
THAN (3) COURSES. 4 "'*��ONTINUOUS CONCRETE
10 #4 CONT. CONCRETE FOOTING EMWALL, SEE 1 /S1 .01
11 TO 12 , #4 VERT. 0 8"O.C. FOOTING RID
3 414618811111
STEMWALLS OVER 6 CO IRSES TO Of 8"d x 16"w .1-STORY, w/(2)#5 CONT. To' CLEAR I A
HAVE TRUSS TYPE HOR Z. JOINT — I YP
REINF. BETWEEN EVERY OTHER 1 0"'d x 20"w 1.2-STORY, w/(3)#4 OR (2)#5 CONT. So Christopher j Sabourin PE
COURSE. FILL CELLS SOLID. 1 0"x20 FL PE#71461
w/ 2-#5 CONT.
K'00�71SK)NS DA3�
FOO
S '"EMWALL FOOTING r2 TINC% W/ SHOWER RESESS GARAGE STEM WALL
S1.01 SC��LE: 3/4 to it-Opp �,�.O 1 (IF REQUIRED) S1.01 (IF REQUIRED)
rFIELD ALTERA-117ION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
K_ MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
STEP, SEE CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
4__ ARCH. 4 BEING APPROVED BY LOU POWK30 a
ASSOCIATES MAY RESULT IN
TYPICAL WALL FRAMING (4 M A X.) ADDITIONAL ENGINEERING OR
AND ANCHORAGE PER EQUAL TO SLAB INSPECTION FEES.
ONSTRUCTION SPECS. THICKNESS.
7B @ SLAB RECESS
64 SLAB ON
GRADE, BRICK VENEER IS z
SEE PLAN, ACCEPTABLE WITHOUT
U LD
00 4 '14 WALL FRAMING INCREASE OF FOOTING
;2� x WALL FRAMING-\ %,
� < SIZE. 4< V)
m _4� 1 DEEP SAWCUT w/ SLAB ON GRADE,
-ta ff� ;i 1 -2-#5 CONT. Uj
CNI m ELASTOMERIC SEALANT SEE PLAN STEP, SEE ARCH. PLAN.--\,
BRICK VENEER . Z : . '� _ I I->A - - SLAB ON
I -- ' A-,---:— - A Iz-
.4a. —— -4' - . . V)
ALT. FOOTING AT 16� GRADE
SEE ARCH. 0 . 0 L-SLAB ON
BUILDERS DISCRETION. ----------- ------ GRADE, __"K_SEE PLAN.
40
NOTES: _�SEE PLAN.
- 10 i�_ 0 4
A 4 . , '-./ ? . .. _'
r VN Iq - 1) PROVIDE SAWCUTS TO CREATE /-00
to APPROXIMATE 12' X 12' MAX. SQ. LU
1-STORY, w/(2)#4 CON1�.
12
00 2 SAWCUT CONC. SLAB WITHIN 4 TO
V
2 STORY, w/(3)#4 CONT. or (2)#5 CONT.
16 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8"x1 6" 3"
oil 2" FLAIR 8 00 x20" 1-STORY, w/(2)#5 CONT. 8*xl 6" w/(2)#5 CONT.
1--*- 6 x8" EXTENSION FOR BRICK 2-STORY, w/(2)#5 CONT. 8"x2O 2-STORY, w/(2)#5 CONT.
BRICK LEME DETAIL LEDGE ADD 1-#5 CONT. -7
Uj
T'N MO V)
DETAIL 6 BEARING AT INTERIOR r7 NO. FOOTING AT STEP-DOWN
r4
MONOLITHIC EDGE FOOTING r5 SAW CU
-�01 SCALE: 3/4" 1'-0 to 8x8 PRE-CAST LINTEL, \�'�-01 llfffz�01
w/ 1-#5
Lij
Z
FLOOD VENT,
SEE NOTES ABOVE__�-z"
JAMB REINF.
4
MATCH DOOR CONT. O�EN LINTEL
4
WITH, SEE ARCH. RECESS B OND BEAM w
10 1 11 BRICK PAVERS
r A SLAB ON 1-j#5 REBAR.
4. BY OTHERS.
r_=I I Itt-1 I I I'=111-11 GRADE,
-- SEE PLAN.
k I 1=1 I
GRADE I L=_
PROVIDE HORIZOj rAL JOINT
PAVING T 16 to 0.C. 4� MISC
BY BUILDER REINFORCEMENT X/ 8"' CMU W/ #4 @ 48"
CONCRETE STAND-OFF PAD TO I 12"xl 2* 1 1#5 CONT. VERTICALLY, (EV8RY OTHER O.C. CENTERED, GROUT FRAMING
MATCH ARCHITECTURAL COL(JMN WOOD POST I- _IDETAIL 10B COURSE) ALL CELLS.
DIMS. FOR BOX COL. W/#3 PER PLAN. E.J.
MATERIAL DETAILS
HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE
FLOOD ENT NOTES: 7_ SLAB ON
�Ir
CLOSED TIE AT TOP PER CONST. SPECS. 4 3" CLR.
GRADE,
-THE BDTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS T/PAD = HOUSE PAVERS BY SEE PLAN. z
ABOVE THE ADJACENT GROUND LEVEL. FINISH FLOOR OTHERS
x
A. 1 4
C) 00 NOT SCALE DIMENSIONS FROM
ILI z
-OPENI GS SHALL BE MODEL 1540-510 SMART VENTS AS RZ. Tr T-1 T_r _17 I ps, Boo J THESE DRAWINGS.IF A DIMENSION 6
=1 I= I I 1=1 THICKENED EDGE 8 x UNCLEAR PEFER TO THE
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED [DETAIL 10A
ARCHITECTURAL DRAWINGS OR
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF I 1z w/ 1-#5 CONT.
#41 OWEL W/
—0 6 to H OOK 2-#5 CONT of OC LAN NAME
t W/ #4 @ 24 P
CONCRETE FOOTING k 20"' CENTERED OR r STONEBROOK COASTAL)
3
(SEE PLAN) ROD CHAIRS DESIGN/DRAWN/CHECKED
CS / BTC LAP
I/�8 FLOOd VENT DETAIL DATE
PV I- PSI PAD AT OX COLUMNS lo THICKENED SLAB TEMWALL AT PORCH 10.15.15
-�01 SCALE: 3/4 1 0 SCALE: 3/4" 1'-0' S1.01 SCALE
�-01 \44"�-O 1
AS NOTED
LPA No.
TOLL-15-00585
CONTROL No.
N/A
SHEET
S1001
F7m M7
rl�_Vr miff
SHEET 5 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN F7m
---------- LINE DESIGNATES SIDE OF WALL THE
SW
SHEARWALL SHEATHING TO BE APPLIED.
8d 0 DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6* O.C. *IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED Ism
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Assoc i a tes, I n c.
6S-1/1 JACK/1KING 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 F L:CA#8344 SO CA#3579
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
'00-wt I
Out I/.
03
A307 DIAMETER FULL HEIGHT (�
, "'60 4
# VIC
X5 THREADED ROD, SEE DETAIL 12/SO.1
4$'
Cj
A307 DIAMETER THREADED NO 46
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED OF
% C�!
ROD TERMINATES AT FIRST FLOOR #410.6
�4$01
TOP PLATE, SEE DETAIL 12/SO.1 04
k�l
�Ps
A& SIMPSON HTT5 SEE DETAIL 15/S0.1 11111101VAL-6
- Christopher J Sabourin P E
DO SIMPSON DTT2Z SEE DETAIL15/S0.1 FL PE#71461
DATE
SIMPSON LTT20B SEE DETAIL15/SO.1
6x6 P.T. SYP#2 POST I Ij SEE 2/SO.2 12" LONG LIGHT GAUGE STRAP
W ABU66. SEE DETAIL LSTA12 FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS
2/S0.1. (TYPICAL) (2)PLY 11.875" 2.OE LVL (2)2x6-7-/_1� (-(2)2x6-1/1 rV (2)2x6-1/1 L
..................................."I.I..'....1.......
.................... _U I
U WALL STUD SCHEDULE
1.1 I.s.
m PLATE STUD SIZE
LOCATION HEIGHT & SPACING
CID r------------ V-1.
_j N_.1 I 'q- 1 :4 EXTERIOR 2x4 SPF#2 0 16- O.C. ��FIELD ALTERATION
0 MAX
< ^8 1 (-)
z 10'-1 2x6 SPF#2 0 16" O.C. QL CONTRACTOR SHALL CONTACT LOU
LL_ Ll EXTERIOR PONTIGO a ASSOCIATES PRIOR TO
MAX 2x4 SPF#2 0 12m O.C. MAKING ANY STRUCTURAL FIELD
04 1 3: 00 C/) F1 10'-1 TO MODIFICATIONS WHICH MAY VARY
FASTEN TOP OF WALL U) V) _j Li EXTERIOR 2x6 SPF#2 0 16" O.C.
1 14'-0" FROM THE INTENT OF THE ORIGINAL
PER DETAIL 5F/S0.1. -1 F1 10'-00 CONSTRUCTION DOCUMENTS.ANY
X OD I cr INTERIOR 2x4 SPF#2 0 16- O.C. FIELD ALTERNATIONS MADE PRIOR TO
z X _j Li MAX
a 04 2x6 SPF#2 0 16* D.C. 2c BEING APPROVED BY LOU PONTK30&
00 INTERIOR 12'-0" ASSOCIATES MAY RESULT IN
0 _j I Li .....MAX-......_,_2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
< INSPECTION FEES.
`K_ 7 Li 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
X 0 F1
SEE 3/S0.1 FOR BEAM O_ H_ 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
04 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
CONN. (TYPICAL) /A \9 I V I V X Lu HF] ARCHITECTURAL REQUIREMENTS.
(2)2xl -2/2) 2)2x*-2 (i)MN�4/1 I 1H
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
z < z
(2f -1 n YELLOW PINE.
< Li
0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LD
FASTEN TOP OF WALL- OSB 4AT_E�HEATHING. I \\ n
I I _j Li 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
--PER DET_A1L_5E_/S (0 CONTINUOUS TO WALL -1 F] TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
0 (A
X ABOVE. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
I Li
SHEARWALLS
00
X Uj
z I
D Li
NON-STRUCTURAL COMBINED USE PANEL NOTES
F1 0
(D
z � /�----- :/ / ? I H BRACKET BY BUILDER
X (3)2x6 --1 1. EXTERIOR WALL SHEATHING SHALL BE
04 (2 PLACES)
L-----------
/-SPF#2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
I Li--
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
z aco OSB WALL_!�K POST. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj
SHEATHING.
< ft� j ANN A
z r% IIE--- I /, /I -I, - 11 1 � 2. SEE SHEET SO.0 FOR WALL SHEATHING
L" L2
L
a_L
Li-
71
(2)M-�� SPECIFICATIONS.
L L-J L,--'J
(3)2x� > i
0 -SEE 2/SO.2 3. UPPER MOST TOP PLATE SUPPORTING ROOF
(A SPF# 7�� (3)2X6 <
m MEMBERS SHALL BE STRAPPED AS SHOWN IN
POV. SPF#2 DETAIL 1/SO.O
POST.
04 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
------- 'X I X 3/SO.O Iji
CO Lj_ N C%4
X
cn
GENERAL NOTES
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
z SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
to
_j SIZES AND SPACING. AT GIRDERS AND BEAMS,
(3)2x,e- < PRO\ADE STUDS BELOW TO MATCH BEAM/GIRDER
1 OSB WALL z PLIES.
S P F#-2. 1 3. 00 2. SEE SHEET SO.0 FOR ROOF AND FLOOR Uj
PO(-,T SHEATHING.
SHEATHING SPECIFICATIONS.
z
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
J T
/
00 0
X z 'Clo PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
N L :r-OM4 . I Y/ I -i N".-
OF WA
X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
PER DETAIL 5E/S0.1. z a N
-0 X 3/SO.O
3: 00 N
00 01-N
X V) 04 6x6 P.T. SYP#2 POST 5. AT SHEARWALLS, PRO\(IDE DIAPHRAGM 0
W/ABU66. SEE DETAIL ATTACHMENT PER DETAIL 5/SO.1 U
2/S0.1. (TYPICAL) 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
r% AND HOLD DOWNS
F(2)2 (2)2xl 2
CS-18 STRAPPING DETAIL
SEE 3/S0.1 FOR BEAM
CS18 STRAP w/ 10*
CONN. (TYPICAL)
END LENGTH. FASTEN IST FLOOR
MIS END w/ 9-10d.
z FRAMING
WALL FRAMING Uj
I, z
-------- - PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES- DO NOT SCALE DIMENSIONS FROM
OR JOIST.
THESE DRAWINGS.IF A DIMENSION 6
:z UNCLEAR REFER TO THE
WALL FRAMING Uj 0 ARCHITECTURAL DRAWINGS OR
z
UJ
CS1 8 STRAP w/ 10" PLAN NAME
'TEN
END LENGTH. FAS
STONEBROOK COASTAL
THIS END w/ 9-10d. r
DESIGN/DRAWN/CHECKED
FIRST LIEVEL )NALL FRAMING PLAN SOLE, PLATE ANCHOR SPACING SCHD
CS / BTC/LAP
-ERIOR WALL DATE
SCALE: 1/4" 1'-0" ALL EX' 48" O.C.
UNLESS OTHER NOTED 10.15.15
SCALE
SHEARWALLS
(SW BdO3-/6") 24" O.C. AS NOTED
LPA No.
PLT o i L W11EN NOTED ON PLAN
SEE NOTE 2 TOLL-15-00585
CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL N/A
3/SO.O SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36" = 36"
ON-CENTER SPACING
S101
SHEET 6 OF 9
SYMBOLS LEGEND
HTS1 6 DESIGNATES UPLIFT CONNECTION.
I F7N' M
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 V/2" WIDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRE S S_ Associates, I nc.
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA#8344 SC:CA#3579
,V�*h
C;E/V
o. 7146
TATE OF
0'0 0
OR10�0-
STUD DIRECTLY1,
TOP PLATE TO
AL
IBELOW TRUSS SDWC15600 STUD SDWC15600 -1
C h r i s t o p h e r J Sabourin PE
E 2x6x4'-6" SYP#2 EXPOSED FL PE#71461
RAFTER TAIL TO EACH ROOF TRUSS TIE DOWN WITH SIMPSON SDWC
TE
TRUSS w/12d COMMON @ 4" - Ko��,_SIONS DA
O.C. STAGGERED SEE 6/SO.2. 6
so. Rafter to Top Plate shown
Truss to Top Plate similar
SO.1 Optimal 22)T
SDWC15600 0 EACH FRUSS
(2)MSTA24 (2)HTS16-
r-1 8\ 1 10, 0*
C4 C14 LU
C%j CN CN C*4 04 C4 Cq
PORCH CEILING AT U_ IL U_ U_ U_ U_ U_ THEM
1 F ____ — - .—
BOTTOM CHORD OF F 7 M co Cn Cn co 04 1 r FIELD ALTERATI
aI L L L (D L L L L 0 F1
TRUSS SEE 2/SO.1. 1�_ 1�_ CONTRACTOR SHALL CONTACT LOU
THD46 J Ll t STUD DIRECTLY11 PONTIGO a ASSOCIATES PRIOR TO
< 6
So-2
r
IBELOW TRUSSJI MAKING ANY STRUCTURAL FIELD
FE7__" I A/ EJ04 X*Max MODIFICATIONS WHICH MAY VARY
OSB BLOCKING PER f 1 11 FROM THE INTENT OF THE ORIGINAL
-1 F] CONSTRUCTION DOCUMENTS.ANY
DETAIL 5E/SO. k2)MSTA24 FIELD ALTERNATIONS MADE PRIOR TO
<_ 1 .0 04 EA�q___ BEING APPROVED BY LOU PONTIGO a
F16 F] SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
JH ADDITIONAL ENGINEERING OR
TUD SDWC15600 INSPECTION FEES.
--I F-1
�MLATH UPPER
F16— WALL THRU F 104 J H 1. Sloped-roof rafters may be sloped up to and including
-1 R a 12:12 pitch and must be "birdsmouth' cut.
LOWER ROOF TO 2. Reference detail 4 for installation instructions.
WALL BE OW EJ04
F16
�SO.2� SIMPSON SDWC INSTALLATION P-ANGE
;2 EJ04 -i Li =j
SDWC15600 @ EACH TRUSS -1 F]
(2)MSTA24-4/.* U LD
10
=LL�J _-1
F07 OSI3 BLOCKING PER n ===tl 11 1 4<
DETAIL 5E j F1 2xl'b LEOGER. rASTEIN' EJ04 J Li
/SO.1 11 .43 -1 n
___I - F14 �_TO EA TRUSS END ==t I=::j
F07 F13 VERTICAL. w/'(99.10d \�J04
T'\01
U
7
SO.1 Uj
THD46
0 W 1 0
mzr— (a- �� OSB B�OCKING PER
F06 D TAIL
THC�' 5E/SO.1 6 STUD NOT DIRECTLY 0 n
BELOW TRUSS
- - - - - SO.2 SDWC15600
F06 ........ _EG03 i)
U) LU
Reference detail 2o for installation angle limit
THD46
F06
SDWC INSTALLATION
THEM6
00 p; _OSB BLOCKING PER- - --- - - -
FM J_ DETAIL 5E/SO.1--\ Rafter to Top Plate shown 0
(Truss to Top Plate similar)
F05 Uj
0 Z
WATER
F04 0 PROOFING BY STUD NOT DIRECTLY
BELOW TRUSS
BUILDER co
F04
\-OS-B BLOCKING PER Do not install SDWC in
DETAIL 5E/S0.1 hatched area
Truss Connector Total List F03 PORCH CEILING AT '7 0
BOTTOM CHORD OF SDWC15600
Manuf Product Qty TRUSS SEE 2/SO.1. U
Do Cal 0 0
USP MSH422 1 F02 o 0 V_ T_ T_ Overhan 1 1/2- MIN
USP THD26-2 1 U_ U. ILL U. U_ 9_c-"�12" MAX
D
F01
USP THD46 8
SDWC INSTALLATION RANGE
SOA FLOOR AND
ROOF TRUSS
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Truss PLACEMENT
X** minimum edge
FLOOR AND ROOF TRUSS PLACEMENT PLAN d
istance for full
1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING values (with or
SCALE: 1/4" 1'-0' without a plate Splice may be in upper or PLAN
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 splice) ower plate
SCREW UNLESS OTHERWISE NOTED
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
X* from top plate
splice Offset
for full values STUD NOT DIRECT
BELOW TRUSS PLAN NAME
STONEBROOK COASTAL
DESIGN/DRAWN/CHECKED
CS BTC/LAP
DATE
SDWC AT TOP PLATE SPLICE 10.15.15
SCALE
AS NOTED
LPA No.
TOLL-15-00585
CONTROL No.
N/A
SHEET
Sle2
SHEET 7 OF 9
SYMBOLS LEGEND
HE HIDDEN
DESIGNATES SHEARWALL. T.7
I SVt 3 LINE DESIGNATES SIDE OF WALL THE
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)2x8-1/2 OF PLYS & JACKAING STUDS NEEDED
FOR SUIPPORTHEADER. mmmmmmmj
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, I n c.
6S-1/1 JACKAING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
ax. Beach, Florida 32250
BEAM OR TRUSS. SEE PLAN
Ph.242-0908 Fax. 241-9557
ANCHOR LEGEND FL:CA# 8344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
"0140mamem's. 04
A307 DIAMETER FULL HEIGHT CE/V,
X5 THREADED ROD, SEE DETAIL 12/80.1
A
A307 DIAMETER THREADED 146
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
E OF
A S=)
A307 DIAMETER THREADED % 40% 'ft'4
ROD TERMINATES AT FIRST FLOOR 51�-
(95 4400, 0
TOP PLATE. SEE DETAIL 12/S0.1
z
L. r
fill;
SIMPSON HTT5 SEE DETAIL 15/S0.1
Christopher J Sabourin P E
FL PE#71461
SIMPSON DTT2Z SEE DETAIL15/S0.1
............
rOISIONS DA M)II
SIMPSON LTT20B SEE DETAIL15/SO.1
CO 00 12* LONG LIGHT GAUGE STRAP
T- T- LSTA12 FASTEN TO TOP PLATE AND STUD
V) V) WITH 5-10d COMMONS
2)2x6-1/1 f(2)2x6-1/:1) 0 1
WALL STUD SCHEDULE
LOCATION PLATE STUD SIZE
C5 HEIGHT & SPACING
L/)
92-1
EXTERIOR 2x4 SPF#2 0 16* O.C. FIELD ALTERA-nON
MAX
0) (0 X
X 04 10'-1 2x6 SPF#2 0 16' O.C. 2L CONTRACTOR SHALL CONTACT LOU
f):f N EXTERIOR
e-11 CS1 8 MAX 2x4 SPFj2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO
LLI N MAKING ANY STRUCTURAL FIELD
EXTERIOR 101-I.TO 2x6 SPF#2 0 16" D.C. MODIFICATIONS WHICH MAY VARY
14!-0 FROM THE INTENT OF THE ORIGINAL
TRUSS 24 ABO� CONSTRUCTION DOCUMENTS.ANY
I SHEATH CONT. THRU LOW ROOF TO INTERIOR 101-w 2x4 SPF#2 0 16" 0.C. FIELD ALTERNATIONS MADE PRIOR TO
-Sl MAX
< APPROVED BY LOU PONTIGO a
BEING
(2)2x6 SPF#2 (2 x6 SPF#2 2nd LEVEL BOTTOM PLATE INTERIOR 12'-0* 2x6 SPF#2 0 16" D.C. ASSOCIATES MAY RESULT IN
\\-STRAP TO i ;T41D To MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
z INSPECTION FEES.
BELOW w/CS1 8 !-j SHEATH CONT. THRU LOW ROOF TO
ICS,8)
BEL�W w/CS1 8 1 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TA13LE
1 st LEVEL BOTTOM PLATE
<
LL- Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
CS1 8 YELLOW PINE.
04 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C. Ln
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
CS1 8 11 1 SHEARWALLS
o T� X Uj
C14
117- 1-77;1
LIL--- I COMBINED USE PANEL NOTES
rr --I
co 0
X CS18- 00
4x4 POST SET DIRECTLY
1. EXTERIOR WALL SHEATHING SHALL BE
C/) ON BEAM BELOW. STRAP
0 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
-C 0 UL TO GARAGE WALL BELOW TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
(2)2xl 0 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
w/2-CS18 STRAPS. U Uj
2. SEE SHEET SO.0 FOR WALL SHEATHING
(,3)2x6 SPECIFICATIONS.
z
SPF#2
-CS18
POST. e-s 3. UPPER MOST TOP PLATE SUPPORTING ROOF
CS1 MEMBERS SHALL BE STRAPPED AS SHOWN IN
00
X DETAIL 1/SO.O
N 0
0
04 C 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
r X V-
I X
C14 3/SO.O
C14
CS1 8
GENERAL NOTES
4x4 POST SET DIRECTLY 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
CS1 8 @ BOTTOM OF STUD 0 1
CS1 8 m ON BEAM BELOW. STRAP SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
WHERI NOTED. SEE DETAIL ///-TO BEAM BELOW SIZES AND SPACING. AT GIRDERS AND BEAMS,
(3)2x6 PRO\ADE STUDS BELOW TO MATCH BEAM/GIRDER
+ �SPF#2 AT BC TTOM RIGHT OF PAGE. 00 w/(2)-CS1 8 STRAPS. PLIES.
LLJ 0
I > POST. E, Uj
CS1 0 V) 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
m SHEATHING SPECIFICATIONS.
y I V) z
:D 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPL
0) w I e-s E
X 0 F- PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O 00
0
C/) I V-
Ln 00 X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
CS1
S18
<
C
z
CS1 8
CS1 X 3/SO.O
0� (3)2x6 N
1-- STRAP HEADER
SPF#2 PER 7/S0.1. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
POST. ATTACHMENT PER DETAIL 5/SO.1
C
00 00
CS1 8 T- T- 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
CS1 8 TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
04
Sr- 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
CS 18 4x4 POST SET DIRECTLY AND HOLD DOWNS
(2)M-1/1 C(2)2x6-1/1 C(3)2xl 2-11ZJ2 00 (z-)z-X1 0 ON BEAM BELOW. STRAP
V-
U)
TO POST BELOW CS-18 STRAPPING DETAIL
w/(2)-CS1 8 STRAPS.
CS1 8 STRAP w/ 10*
END LENGTH. FASTEN
2nd FLOOR
THIS END w/ 9-10d.
11 A
FMIMMING
WALL FRAMING LU 0
z
PLAN
NO NAILS REQUIRED
IN CLEAR SPAN
FLOOR
TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
176 UNCLEAR REFER TO THE
.ir--
WALL FRAMING Uj 0 ARCHITECTURAL DRAWINGS OR
z
b Uj
LAN NAME
END LENGTH. FASTEN
CS18 STRAP w/ 10- STONEBROOK COAS--"I**)
THIS END w/ 9-10d. TAL
SIR OND LEVEL WALL FO A DESIGN/DRAWN/CHECKED
INJ-%MING PLAN CS BTC/LAP
SCALE: 1/4" 1'-0- PATE
10.15.15
SCALE
AS NOTED
LPA No.
TOLL-15-00585
CONTROL No.
N/A
SHEET
Sle3
SHEET 8 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES,
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPEcinc UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S=
4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER. PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo an7l
Associates, Inc.
TRUSS
FASTENING DETAILS 420 Osceola Avenue
jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
F L:CA#8344 SC:CA#3579
X
No. 714,61
,o
OF
Vz /VAL
STUD DIRECT
BELOW TRUSS �, TOP PLATE TO
SDWC15600 STUD SDWC15600
Christopher J Sabourin PE
FL PE#71461
6 TRUSS TIE DOWN WITH SIMPSON SDWC r;TVISK)NS DATi�
SO.2 Rafter to Top Plate shown
Truss to Top Plate similar
Optimal 22)T
ALD z6v- CD ZICD I k coo I'll CD i 'co 10 1 1 CD 'Co 30'
Q 0 0 0 Q Q 0 0
-12 -11) _1> -Ij -113 _. =* -1)
LLJ W LLI W W LLI 1.13 LL U
FIELD ALTERATI
oo F-i
CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
X*Max ODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
LOU PONTIGO a
)H TS1 6 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
(2)H TS1 6 STUD SDWC15600 ADDITIONAL ENGINEERING OP.
(2)H TS 16 INSPECTION FEES.
'12-3 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.
^6
T22 \i,S0.2)
SIMPSON SDWC INSTALLATION RANGE
JL
0
fT2
r6 0
SO./2 01 L Uj
- -=-::" 1 6
SO.2
_'*r_1 9 UL==�
17T_
1z719 ILIL+— __JI
L
THD'
n�8
2x6x4'-6" SYP#2 EXPOSED F-`
RAFTER TAIL TO EACH ROOF T18A
11I - - 1 (2)H T-c-,16-/ PORCH CEILING AT
TRUSS w/12d COMMON @ 4 N 1 11 1 1 1 "
L> I F=———— THD281 BOTTOM CHORD OF STUD NOT DIRECTLY
O.C. STAGGERED SEE 6/SO.2. TRUSS SEE 2/S0.1. BELOW TRUSS am
THD26'
SDWC15600 Uj
7 &tc Reference detail 2a for installation angle limit
7 -�If
THD26
Flo
SDWC INSTALLATION
TIL, THD26
Rafter to Top Plate shown
(Truss to Top Plate similar)
t.T.S,11 6 THQ26. ri
^6 0
�SO.2)
THID T13 THD26
14
8 D28 T12 THD26 2x6x4'-6" SYP#2 EXPOSED BELOW TRUSS
14- - - - - RAFTER TAIL TO EACH ROOF
co TRUSS w/12d COMMON @ 4" Do not install SDWC in
O.C. STAGGERED SEE 6/SO.2. hatched area
iTS1 (2 HTS1 6 SDWC15600 0
2nd Floor Connector List
JU' 0 0 C) 0 0 0 0 8 0
I 1 11 1/2- MIN
11) 7� 1") -13 Overhang
LLJ W LLJ W W LLJ 2" MAX
Manuf Product Qty W I " ta
ja4
USP JUS24 1
USP THD26 6 SDWC INSTALLATION PZANGE
USP THD28 6
6
SO.2 TIR lul S S
h'" minimum edge Rafter or Truss PLACEMENT
distance for full PLAN
values (with or Splice may be in upper or
without a plate
lower plate
TRUSS ROOF RAFTER NOTES: S-PRAPPING NOTES splice)
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING UNCZ LEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
JIC from top plate CONTACT THE E.O.R.
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 splice Offset
SCREW UNLESS OTHERWISE NOTED for full values STUD NOT DIRECT
BELOW TRUSS PLAN NAME
STONEBROOK COASTAL
ROOF I RUSS PLACEMENT PLAN
DESIGN/DRAWN/CHECKED
SCALE: 1/4" V-0" CS / BTC/LAP
DATE
SDWC AT TOP PLATE SPLICE 10.15.15
SCALE
AS NOTED
LPA No.
TOLL-15-00585
CONTROL No.
N/A
SHEET
S104
SHEET 9 OF 9