1865 ATLANTIC BEACH DR - STRU. drawings TYPICAL HEADE11-NALIK
TYPICAL WINDOW SILL SCHEDULE
USP CONNECTORS O.131X3" TOE NAILS TYPICAL TOP PLATE NAILINGP PLATE SPLICE
DESIGN SPECIFICATIONS 2X6, 2x8 (5) NAILS 'i--u" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
TYPICAL STUD NAILING. 2x1O, 202 (7) NAILS FASTEN ALL TOP PLATES wl (16) 0.131x3" NAILS OPENING OR SILL PLATES FASTENER EACH END
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR CONNECTOR UPLIFT FASTENERS FL# CODE 0.1310" END NAILS: 9- LVL, 11- LVL (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACED Z4'--4- -(1)2.4 SPF #2 (4)12d TOE NAILS
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) SYP SPF (2) 0 2x4, L-1 4- LVL, 16" LVL (9) NAILS OF .131x3 0 12" D.C. STAGGERED, e. 6'-4* (2)2x4 SPF #2 (5)12d TOE NAILS
T C-AR (3) 0 2x6. 4 8'-4- (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. TRIBUTARY INTERIOR ED I GE STRIP (PSF): GARAGE +22.9 USP A35 450 450 (g)'10dW/�" 1 (4) 0 2x8. SYP#2 14 12'-O"l (3)2x6 SYP f2 1(1)A35 + (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) PSF) a- = 4'-6" DOOR -28.8 USP RT7 585 495 (5)8d EA. END SYP#2 DB HEADER, 4'
+25.6 -27.7 +25.6 -34.2 (8'x7') END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, "MAX. TOP PLATE. PER PLAN-
DESIGN LOADS: ACTUAL AND UNIFORM 10 USP RT8A 775 650 (5)1 Od)1'/," EA. F moommomomr,
&QQE FLOOR 2 CAR +21.8 - 860 (7)1 Od)V/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS.
(cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE USP MTW12 1195 -
ROOF LOADING (cd=1.25) ALL WALL STUDS.. I
I - DOOR SEE 5/SO 0 Associates, Inc.
TOP CHORD LIVE LOAD 20 psf 40 psf (1 6'x7') 23.9 USP HTW20 1450 1245 (12)10cx1'/2" EA. END 2x-BLOCKING ONLY RAISED
100 +21.8 -23.9 +21.8 -26.6 :# ARCHED TRANSOM OPTIONP
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf r I I USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP f REQUIRED IF SHEARWALL. HEADER 2x SPF DIAGONAL BLOCKING
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf D). THE 36 PLATES AND SOLE PLATES. D FASTENED w/ 3-0.131"x3" 420 Osceola Avenue
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSUREVALUES (AS USP MSTA 2065 2065 (13)10cl EA. END ------ r--: EA. END TYPICAL. jax. Beach, Florida 32250
5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.50 AS PERMITTED BY DROPPE
BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/,"o ROD TO FTG. 3. USE SYP#2 FOR ALL HEADER SHEATHING MAY EXTEND 2"
DEFLECTION CRITERIA: HEADERS PAST BLOCKING- WINDOW Ph.242-0908 Fax. 241-9557
LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO HEADER ATTACHMENTS MUST
ROOF FRAMING: LIVE LOAD L/240 TOTAL L I -----7 FL:CA# 8344 SC:CA# 3579
USP HTT1 6 4290 4290 5/,"0 ROD TO FTG. 4. ALL WALLS SHALL BE r------- -------- ARCHED SYP#2 HEADER ANCHOR INTO 2x MATERIAL.
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH BALLOON FRAMED FULL TRANSOM PER PLANS.
0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/,"0 ROD TO FTG. HEIGHT TO ROOF OR FLOOR L FASTEN LOWER STUD OPTION JACK AND
KING STUDS,
USP PAU44 2535 5/."0 ROD w/ (12)16d BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT.
WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. SEE PLAN.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A USP PAU66 1 2535 1 5VI,"o ROD w/ (12)16d PLAN. BRACING BY OTHER. 2-ROWS OF 10d COMS
MIN. DEAD LOAD COND111ON OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. 0 12" D.C. WINDOW SILL SEE
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS US MSTAM24 1545 [1455 (5)/4'x2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF SCHEDULE FOR
PEcinCALLY, ATTIC FLOOR I T SILL SIZE AND AT TWO STORY CONDITIONS,
OF ROOF TRUSSES SHALL BE REDUCED. S 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE LOAD BEARING FULL HEIGHT ANCHOR TYPICAL SOLE , 3"
ROOF LIVE LOADS SHAH BE MULTIPLIED WALLS TO CONCRETE SLAB AT INTERIOR WALLS CONNECTION WINDOW SILL SEE PROVIDE SOLID BLOCKING
LIVE LOADS COMBINED WITH RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET PLATE NAILINr, EACH END. SCHEDULE. WITHIN FLOOR SYSTEM AT ALL
ZS w/lOd MASONRY CUT NAILS 0 TYPICALLY V' FULL
BY 0.75 MEN COMBINED wl DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTOR UPPER LEVEL POSTS & JACK C?-.i
48" O.C. MINIMUM, SEE HEIGHT THREADED 0.1310" TOE NAILS: STUDS. No. 7
---------- 130 MPH UPLIFT
BASIC WIND SPEED (ASCE 7-10) a FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" D.C. (3) 0 2x4,
4-94-
IMPORTANCE FACTOR --------------- 1-00 FASTENERS FL# CODE ANCHORS AT SHEARWALLS (4) 0 2x6,
CONNECTOR SDWC15600 SCREW
a 4-2-AL SYP SPF
MEAN ROOF HEIGHT ---------------- 20.0 FT I -- 11 1 (5) 0 2x8. SEE B/SO.D. STATE
450 12-Bdxl'/2- 10446.4
5/12 A35 450 BLOCKING ONLY REQUIRED 4-Q"
ROOF PITCH ------------------ PT. SYP#2 4;��
TEGORY -------- ------- 520 5-8d EA. END 11478.3 INTERIOR BEARIN LIALLL: AT SHEARWALLS AND-\ SOLE PLATE. OR
11 H2.5T 600 .1
BUILDING CA STUCCO FINISH.
424-DENOTES EDGE STRIP. 10456.6 SEE PLAN FOR STUD SIZE A
-EXROSILIRE CATEGORY --------------- C r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. END AND O.C. S ACING. A Al-
860 WALL SHEATH
jr=
MTS12
------------ENCLOSED lit
ABOVE FOR 'a' DIMENSION 1000 7-10dx11/2" EA. END 10456.3 ING lit,
ENCLOSURE CLASSIFICATION
INTERNAL PRESSURE COEFFICIENT ---------- ± .18 HTS20 1450 1245 24-10d):11/2" EA. END 13872.3 CONTINUOUS BLOCKING SEE DETAIL 1/SO.1 FOUNDATION. SEE PLAN.
FOR SPLICING 1 12" 111/2 Christopher J Sabourin PE
1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR S�(STEM 16d COMMONS OPTIONS. i \ 1qQ1 F PI ATE ANCHOR*
MSTA24 WHERE POST IS ABOVE. MAX. 'MIN:
0 8" 0.C. I FL PE#71461
MATERIAL SPECIFICATIONS 13872.8 WALL FRAMING AT WALL FRAMING AT
MSTA36 2050 1870 13-10d EA. END FROM SOLE SEE SCHEDULE
FLOOR SHEATHINGI!S PLATE CHANGE CONDITION RAISED HEADER CONDITION
HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 8d 0 3" SEE SPECIFICATION BUILDER MAY CHOOSE EITHER THE D PLAIE BREAK WALL FIR
HARDWARE AND ANCHORS: 7r 1-5/."o ROD TO FTG. HEADER CONDITION OR RAISED HEAD
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] uEADER CONDITION
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM ---
SCOPE OF SERVICE HTT5 5250 4670 11496.2 TYPICAL WALL FRAMING
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 1--%"o ROD TO FTG. r2 )I,
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 6-10d TO HEADER --
ETAL CONNECTORS WHICH ARE EXPOSED TO T VS0.0,/
METAL CONNECTORS: ALL M MEANS AND METHODSw LUS28 930 780 10655.113 1 1 1 SOLE PLATE ANCHOR
EXTERIOR SHALL BE GALVANIZED. R SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEE Q& HOLD DOWN.
MUM, HOI FS SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-166,TO HEADER 30xX" SLOTTED
DOWELS SHALL BE 12 BAR DIAMETER MINI SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36
6-16d TO JOIST SEE 1/SO WASHER PUSHED
LARGER THAN REBAR SIX AND '/." LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF SYP#2 DBL. \-SEE 5/SO 0. th//-TO OUTSIDE BUTT JOINT-\
(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/,"o ROD EPDXIED 6" MIN 10849.6 TOP PLATE.
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU66 2300 SWO ROD EPDXIED 6" MIN 10849.6 2 3x3x)41* SLOTTED FACE OF WALL.
(DUAL CARTRIDGE INSTALLATION ONLY): BLOCKING ONLY REQUIRED_/ WASHER PUSHED
DESIGN RESPONSIBILITIES* AT SHEARWALLS AND WALL SHEATHING
11506.4 TO OUTSIDE LTERAn
EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL FNGINEERIN SET N/A N/A SIMPSON EPDXY-TIE _RV-L FFIELID) AL ON
REINFORCING STEEL:- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE STUCCO FINISH. SEE DETAIL 1/SO-1 FACE OF WALL.
OR WIND UPLIFT, 10-16d TO STUD/BEAM/POST V-FOR SPLICING PLAN VIEW -RATED SHEATHING, CONTRACTOR SHALL CONTACT LOU
STRUCTURAL STEEL:- SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH F 1675 1675 11496.3 BOUNDARY OF SEE GENERAL NOTES. PONTIGO&ASSOCIATES PRIOR TO
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT208 1-1/,"0 ROD TO FTG. OPTIONS. j 12 SHEATHING. MAKING ANY STRUCTURAL FIELD
HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED i . . . . . . .. . . . . . . . . . . . . . .. . MODIRCATIONS WHICH MAY VARY
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER NOT 10-10d 13872.5 THREADED ROD T. SYP#2 I
I-LSTA12 1805 695 P -W FROM THE INTENT OF THE ORIGINAL
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMINC FULL HEIGHT VftlS" SILL PLATE. AX. MIN. EXAMPLE OF PANEL CONSTRUCTION DOCUMENTS ANY
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY CS1 6 11705 11705 113-8d 10852.1 SHEATHING EPDXIED 4" OR
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TO BE SIMPSON TITEN HD. EDGE w/ BLOCKING FIELD ALTERNATIONS MADE PRIOR TO
SOLE PLATE BREAK WHERE REQUIRED BY-'-�' BEING APPROVED BY LOU PONTIGO a
CONTINUOUS ASSOCIATES MAY RESULT IN
GENEEI AL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING GENERAL NOTES. ADDITIONAL ENGINEERING OR
I TOP PLATE. WALLL.SEE SCHEDULE SECTION MEW
FOR STUD SIZE
AND D.C. SPACING. . . . . . . . . . . . .. . . .
FLOOR SHEATHING SPECIFICATIONS WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD SUPPORTED EDGES,
RAISE Ys* FROM EXT WALL SHEARWALL WASHER EMB EDGE GENERAL NOTES.
SEE DETAILS ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE
ROOF SHEATHING SPECIFICATIONS@ w/ 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0' OF ROOF EDGE). 8d 0 3" SEE DETA LS BOTTOM OF SOLE i
5ffiNfla- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED ON S1.01 ON S1.01 PLAN AND FASTEN )CO EPDXY 42" 24" 304.229" 4" 2-Y4" EXAMPLE OF UNSUPPORTED
" -T_j
-0" OF ROOF EDGE). w/8d 0 3" D.C. 1)!rOW TITEN HD 42' 24" 3x3xO.229 4 2 (UNBLOCKED) PANEL EDGE---
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" O.C. WITHIN 4' ril
4" D.C. WITHIN 4'-0" OF ROOF EDGE). .--Lj (TYPICAL).
METAL - MIN. 1/2-, 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO NOTES:
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE
WALL SHEATHING SPECIFICATIONS: PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE kD 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.-�- ROOF 4< Ln
FLEXIBLE FINISF[-MIN. 7&% 24/16, APA RATED OSB OR HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L---------i L--------J 2. WASHERS SHALL BE SLOTTED. i(UON). TRUSSES, OR
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, GHT FROM BOTTOM PLATE TO UPPER TOP PLATE. i FLOOR JOISTS. Uj
6" O.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEI
STUCCO FINISH-MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X/.- W/ 11/,"o ROUND
SINGLE STEEL WASHER MAY BE USED.
MASONRY qPFCIFICATIONS* -05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1 ---NROOF AND FLOOR SHEATHING NAILING
% PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. SOLE PLATE ANCHOR DETAIL a SCHEDULE /-4
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF TYP. SECTIONS t3 i
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. SCALE: 3/4' - V-0- SCALE: 3/4" 1*-0" Uj
1 .0 \�VO U
CONCRETE MASONRY UNITS (CMU): TAINING VERTICAL T
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU). TYPE 1, GRADE N-1, NORMAL WEIGHT, Wipr .A, MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CON
1 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE MALL HEIGHT EXCEEDS 5'-0'.
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOLITS PER AC 114"
MASONRY ST1EMWALLS* ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONO�T$ WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE (3) ROW OF 10d
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT NAILS 0 8" O.C.-V
SECTIONS. PROVIDE CONTINUITY OF REINFORCINC AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR 2 PLY STAGGERED 2x4 BLOCKING
WITH - #4 0 4'-0" D.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTER VERTICAL REINF. SHALL BE INCREASED AS NOTED ON BEAM.
T REINFORCEMLNT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND 024" D.C. FASTEN Z n
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOIN SIMPS 3 PLY BEAM. N 4:11 N 0
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6'. ON 111�IL2x4 MEMBERS: EACH END W/3-10d-j
SDWC15600 TOENAILS. �
SEEROOF (1) ROW OF 1 Od Uj
CLAY MAS NRY (13RICK): FftUNG (2�
n (4) ROWS 12d NAILS 0 4" O.C.
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. EXTEND SHEATHING VERT. 4
PLAN FOR TO TOP OF TRUSS AS SHOWN. AT 12" O.C. Ln
CONCRETE SPECIFICATIONS* AVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS. EA. SIDE. 9x6 MEMBERS
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE SHALL H PROVIDE ,2x4 BLOCKING (2) ROW OF 1 Od STUD BELOW 4-10d :D
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (3) ROWS 12d NAILS 0 4" O.C. LOWER TOP COMMONS
SPECIFICATIONS BELOW. AT 12" D.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE
GENERAL NOTESn HEEL li'-0- PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. WALL INTERSECTION
TIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY 13EAMS ?x4 OR 2x6 POST 2x8 POST ORTHOGONAL VIEW COND1110ba C]
FOOTING AND FOUNDATION& IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVES OF� CORNER
FOOTINGS AND FOUNDA11ONS SHALL BE TIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT-
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NO 'NTH GAP SHOWN.
WITH ASTM D 1557.
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE 0 ]]1 (3)ROWS OF 5- (3)ROWS OF 041" 0 z
ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS' AND LOCATION FROM THE TRUSSLOK TRUSSLOK
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTINC SIZE OR LOCATION IS NOT SIMPSON ENGINEERED WOOD ENGINEERED WOOD
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR SDWC15600 FASTENERS 0 24�'o.c FASTENERS 0 24"o.c In
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SEE ROOF AS SHOWN
GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE' #3 0 48- D.C. OR ROD CHAIRS. FRAMING AS SHOWN CORNER WALL INTERSECTION
S, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON G, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CONDITIONS CONDITIONS
UNLESS OTHERWISE NOTED ON DRAWING RETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORM DETAILS. r-f SHE THING MAY SDWC1 5600 1
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONC TERIVINATE AT SIMPSONJ LSEE ROOF 3-PLY A-PLY NOTES:
BAR DIAMETERS SIMPSON_,/ TOP OF DBL. SDWC15600 FRAMING 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS.
SDWC15600 SEE NOTE 1 PLAN FOR 14" LVL AND GREATER 2. - DENOTES 3*xO.131* GUN NAILS 0 6" O.C. VERTICAL.
CONCRETE &I-ASS ON GRADE: SEE NOTE 1. -1,1 DETAILS. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 0 0
,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 TREATMENT FOR PREVEN11ON OF SUBTERRANEAN TOP PLATE.
TERMITES. SAWCUTS9 OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTER14ATIVE METHODS. TYPICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.
5" < HEEL < 1'-0" HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE U
WOOD FRAMING SPECIFICATIONS: SIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN.
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DE , ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES:
TMENT IS USED 1. TOP PLATE TO STUD SDNC ONLY REWIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREA 2. H2.5T MAY BE SUBSTITUTED FOR TR*S CONNECTION. PROVIDE ADDITIONAL H2.5T IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
STAINLESS STEEL. AT TOP PLATE TO STUD SPACE 0 48* O.C. 7`\ INTERSECTIONS STUDS CONFIGURATIONS
PRE-ENrINFFRED WOOD TRUSSESm ER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS j/'�5 ROOF TRUSS CONNECTION BUILT-UP MEMBER FASTENING r7
SHALL BEAR THE SEAL OF AN ENGINE D TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AN SSES, HIB-91," AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON �-O \ZD' TRUSS TO PLATE-
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRU KING STUD TO TOP PLATE: SDWC SCREW DESIGN
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL TOP PLATE FROM EA. OTHER. SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: TOP PLATE TO HEADER FASTEN I ia-L
NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED SEE DETAIL AT RIGHT. NOT REQUIRED
ROOF COVERING SPECIFICATIONS- FOR GABLE ENDS. CMTEMA
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 ENDS OR OPENINGS LESS FOR GABLE ENDS.
Y ROOF TILE INSTALLA11ON MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED THAN 4'-6"
AND TILE ROOFS SHAH BE INSTALLED PER THE 'CONCRETE AND CLA MATERIALS. KING STUD TO TOP PLATE:
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY SDWC15600 SCREW Top PLATE TO HEADER FASTENING: �AND
NOT REQUIRED AT GABLE- DETAIL AT RIGHT. NOT REQUIRED
SEE
WATERPROOFINGs ENDS OR OPENINGS LESS FOR GABLE ENDS. 11 A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. THAN 4'-6" < PLATE TO HEADER: GENE11FmL
SDWC SCREW
BRICK NOTES PLAN LEGEND AND ABBREVIATIONS KING & JACK F-OF KING & JACK_/ 24" O.C. NOTES
WOOD FASTENING SCHEDULE LINTEL SCHD INTERIOR LOAD BEARING WALL F71 STUDS SEE PLAN ... STUDS SEE PLAN -4-L I -
CON9n=V- BUILT-UP POST IN THE WALL (2)12d TOE HEAD aR SILL
PLATES SEE LL 2X6 WALL CALE D NS'ONS
TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN NAILS E.E. S HEAD QR Sl T
MEMBERS TDOESE00PAWINGS."IFEA DMEN=S
-0. GABLE X-BRACE, SEE DETAIL 10/S0.1 L (MIN) CHEDULE PLATES SEE TRUSS TO UNCLEAR REFER TO THE
6. PLATE: SDWC
TOP PLATE To TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L3/,x3l/,x/. 4' - :� - SCHEDULE SCREW ARCHITECTURAL DRAWINGS OR
81-0. (2)2x8-1/2 HEADER SIZE, JACK AND KING STUD TO FRAMING BELOW: ROUGH OPN'G, SEE ARCH CONTACT THE EOR.
(2-16d) 3-GUN NAILS 6' KING STUD QUANTITY. HEAD 2R SILL
ROUGH OPN'G, SEE ARCH.
TOP PLATE, LAPS/INTERSECTION FACE NAIL L4x31/2"XI/4 DESIGNATES SHEARWALL. THE dxlY2"
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS L5x3/,"x/, 6 10,-0. HIDDEN LINE DESIGNATES SIDE OF OLATES SEE CS18 STRAP w/6-10
-- WALL THE SHEARWALL SHEATHING G�SCHEDULE NAILS EACH END. STRAP N NAME
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6- L6x3 6 12'-0. SW 3*/6* TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR r7DAV7ENP70RT _ Co
1/2"X 1/4 DESIGNATES Bd COMMONS 0 3* CONNECTON: SIMPSON ___7AS T�AL
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS I ROU OPN'G, SEE ARCH EXTERIOR SIDE OF WALL. AIDE DESIGN/DRAWN/CHECKED
L7x3'/2"X'/- 6- 16'-0" D.C. EDGE & 6" D.C. "IN THE SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ PLATE TO H
FACE NAIL (3-16d) 4-GUN NAILS FIELD" SHEARWALL HOLD DOWN IS-\ FOLLOWING: CABLE ENDS OR SDWC SC W 0 CS / KM /LAP
CEILING JOIST, OVER PARTITIONS L 36" JACK TRUSSES LESS
1. STEEL LINTELS TO BE MINIMA SPECIFIED. NOT REQUIRED AT 24" O.C.
BRICK d
LG - Long 2X4 WALL
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION VENEER ADJ ADJACENT M MUF - Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS DATE
RESISTANT COATING OF EPDXY BASED SM BEAM WALLS TNAN 3'-6" HEADER FASTENING SECTION
JQjtT/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. WEATHER BOT BOTTOM M)NO - Monolithic 06.27.17
G BEARING OC - On Center P-�
PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BIR SCALE
in 9?ACrER TO INTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT 0)B - Oriented strand Board
2. L PE
§A& RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO DBL - DOUBLE ,RP - Perpendicular CS18 STRAP W/6-10DXlx" ASNOTED
PRE ENG - Pre Engineered
TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-/,x3* WD. LINTEL DIA DIAMETER PSF Pounds per Square Foot NAILS EACH END. STRA LPA No.
7f
RAFTER SCREWS INTO HEADER PROVIDE A EA EACH PSI Pounds per Square Inch STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF W L F E COPY
PIECES FACE NAIL 16dO 16" D.C. 0 EDGE EE EACH END STRAP NOT REQUIRED AT THE FO L TOLL-17-00618
Mia. HEADER, TWO VERTICAL SLOTTED HOLE FOR SCREW. ACHME STEN
SEE NOTE 2 EOR ENGINEER OF RECORD PT - PRESSURE TREATED S' F PLATE ANCHOR BLOCKING FA GABLE ENDS OR
timi DR STRAPPING NOT REQUIRED I w/8-10d COMMONS CONTROL No.
HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT- EQ EQUAL QT - Quick Tie SOLE PLATE CONNECTil PER SCHEDULE HEADERS-/Z JACK TRUSSES LESS
REINF - Reinforce AT LOWER LEVEL
TO SOLE PLATE TOE NAIL .(3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR LOCATED WITHIN 6" OF STUD UNLESS SPECIFIED ON PLAN MULTISTORY THAN 8' OR OPENINGS LESS 4012
W`4w 1 ----](1 6d 0 16-) GUN NAIL @ 8" TIES 0 12" O.C.. (FOR 11Omph HEADE LFLASHING FBC FLORIDA BUILDING CODE Sl Square Foot PACK. OMIT IF SHEARWALL MULTI STORY THAN V-PEVIEWED FOR CODE COMPLIANCE SHEET
L PLATE TO JOIST/BLOCKING I FACE NAIL FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY (STACKED WINDOMil (UNSTACKED A DOWS) :
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PL [BRICK LINTEL, FT FOOT SYP - Southern Yellow Pine N CITY OF ATLANTIC BEACH
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING TIHRU - Through I/�8 TYPICAL HEADER STRAPPING
YxO.131"O = GUN NAILS 2"xO.113"0 = RINK SHANK 12" OF OPENINGS. PRO\ADE3/,."O WEEP HDR - HEADER TYP - Typical 5tt:FtHMITS FOR A ONAL S000
2"xO.113"0 = 6d 2/,"xO.131"0 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ HORIZONTAL LION Unless Otherwise Noted
REQUIREMENTS AND CONDITIONS
SDWC SCRE
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3
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SEE'ON
5/
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. . . . . . . . . . .
ROOF
TRUSS
FLOO
EXTEND SHEATHIONG1
To Top OF TRUSS
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ID 2 B
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SC EW 0
O�
L
YxO.148"O 10d 3/,"xO.162"0 16d FLASHING. LBS POUNDS VERT Vertical \1-1�-O
WWF Welded Wire Fabric SHEET OF 9
11/2"xO.148"0 10dxll/z" 11/2"xD.131"0 8&11/2" RSVIEWIED 0*
J
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C. WALL SHEATHING STUD WALL FRAMING
FASTENED TO TOP-
wl 2x SOLID BLOCKING
AT SHEATHING EDGE
PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAIL
TO BLOCKING 0 3 D.C.
6'
T DBL. TOP MAX
NOTCH HEADER
I IsIn I PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. Lou Pontigo and
BLOCKING ONLY REQUIRED I''' - - - I I TRUSS. ATTACH AT EACH WALL Associates, Inc.
AT SHEARWALLS AND PDRCH SHEATHING, HEADER I STUD wl 3-16 NAILS AT EA.-,-."
STUCCO FINISH SEE SPECIFICATIONS PORCH
5-8d COM B-LOW EU11 HEADER, FRAMING INTERSECTION. (MIN. OF
EACH SIDE IT 8-GUN NAILS SEE PLAN. 6-16dBETWEEN EACH TRUSS) 420 Osceola Avenue
16d COMMONS OF SPLICE 16d COMMONS 20 SYP#2 HORIZ. BRACING 0 jax. Beach, Florida 32250
0 8" 0.C. 24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT FULL HEIGHT- Ph.242-0908 Fax.241-9557
0 8" O.C. SHEATHING SPLICE PORCH PARALLE PORCH POST, PER PLAN. (2)M STA24 ANCHOR OR DTT2Z PERPENDICULAR TRUSS
& FIRST INTERIOR TRUSS. NAIL TO WALL PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD FL:CA# 8344 SC:CA# 3579
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS TO WALL BASE OF POST BELOW. & (1) ADJ. DFtAll R WALL
BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) OPTION A TO PORCH HEADER. SHEATHING-\
[-EACH SIDE FLOOR
FLOOR FLOOR OF SPLICE TRUSS ........ 24" 16 GUAGE POST BASE:
TRUSSES-\ TRUSSES STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 ID BLOCKING IffIff,
OR JOIST. OR JOIST. 2x4 SYP#2 POST:ABU66 w/ 2x SOL ......
AT SHEATHING EDGE
SHEATHING SPLICE LSTA12 FOLDED OVER TOP
DIAGONAL 8d COMMON WIRE NAILS
FASTEN EA. 10dxlN' EA. END DOUBLE TOP PLATE PLATE w/5-10d NAILS C
VER
END wl 10dxl)�" EA. END BEI-OW STRAP w/11- 6x6 PORCH. CONTINUOUS 0 INTO TOP PLATE & 5-10d TO BLOCKING 0 3" \C /V
�Y" OSB or PLYWOOD SLAB 6. HEADER
4
3-10d COMMONS PORCH HEADER, C y
- rNAILS INTO BEAM. SPACE
RIM E30ARD Y4* MAX 0 48 O.C. OMI I A
SEE PLAN NO. 4 z
SHORTER THAN ITS16
C 3TRAPS ROD L SHEATHING IS INSTALLED ROOF TRUSS
FLOOR SYSTEM. ALIGN ON FACE OF BEAM
'EILING MSTA24
WALL FRAM i OR JOIST
WALL FRAMING ING LINE WALL FRAMING STRAPS EPDXIED 6" MIN FOR PERPENDICULA -
VERTICAL JOINTS WITH
WALL SHEATHING TRUSS CONNECTION S TAT
SHEATHING SPLICE INSTALL FLOOR TO PLAN MEW OF ELEVATION MEW OF
-VL JOINTS FLOOR STRAPPING PER PLAN VIEW 8-GUN SEE DETAIL B ABO
PORCH HEAD :& PORCH HEADER PORCH HEADER CONTINUOUS 2x6 SYP#2
REQUIRED 5-8d COM OPTION 1 OR 2 NAILS *' -OR
BLOCKING ONLY LEDGER FASTEN WITH x
AT POST AT POST FULL HEIGHT
AT SHEARWALLS AND EACH SIDE AT CORNER PI Lal 5-0.1310" EA. STUD.
STUCCO FINISH OF SPLICE ANCHOR OR DTT2Z "ONAL
OPTION 1 op'nON 2 HOLD DOWN AT MIN. (2)2x4 WOOD "44Ill...........
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SH ATHING SPECIFICATIONS* BASE OF POST OPTION B BELOW. & (1) ADJ. PARALLEL TRUSS Christopher I Sabourin PE
(OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" D.C. EDGE AND FIELD TO PORCH HEADER. DETAIL A
NOTE 1: FL PE#71461
1. CONTRACTOR MAY CHOOSE OP11ON 1 2 OR 3.
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED TYPIqAL PORC -'\TYPICAL PORCH BEAM CONNECTION WHEN 4 i WALL ADJ. TO RO F C N
t-2 H FRAMING DETAILS t-3 S0.1 I
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS SEE CONSTRUCTION SPECIFICATIONS FOR ROOF DAT�j
%12-�, AND WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/SO.1 FOR
-DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS--A
ROOF TRUSS. SYP#2 2x4 A F-1 0-11,11 2-SIMPSON H2.5T. DIRECTLY BENEATH TRUSS FIELD ALTERA-nON
ROOF BOT. CHORD w/ 0.13lx3* 0 3* O.C. 11 1 V--@ CONTRACTOR SHALL CONTACT LOU
TRUSS.-\4- FAS NED TO SHEATHING w/ 8d 0 3" O.C. ROOF tt- --------- PONTIGO a ASSOCIATES PRIOR TO
FLOOR OR NAILER FASTENED TO TRUSS SDWC 15600 4----------44 MAKING ANY STRUCTUPAL FIELD
2x4 SYP#2 CATS AT 12" TRUSS- - ---------
D.C. FASTENED TO TOP --,-ROOF TRUSS. MODIFICATIONS WHICH MAY VARY
114" SHEATHING FASTENED TO 0 32" O.C. U FROM THE INTENT OF THE ORIGINAL
PLATE w/ 4-0.1310" MAX. TOP PLATE w/ 10d 0 3" D.C. SCREWS CONSTRUCTION DOCUMENTS.ANY
COMMON. FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
2x SYP#2 CONT. ATTACH NAL ENGINEERING OR
FASTEN CATS EACH E TO TOP PLATE AND TRUSS SHEATHING INSPECTION FEES
SHEARWALL
OSB WALL ASSOCIATES MAY RESULT IN
ADDITIO
ND w/
3-0.1310" COMMON TOE NAILS w/ 0.1310" @ 3" O.C. EDGE OF &7'
SHEARWALL ORj +- SHEARWALL-d�-- 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ S 8d@3"Z6" SW 03"Z6" 41
EXTERIOR WALL SEGMENTED SHEARWALL STRAP KING POST TO
TED SHEARWALL POST BELOW WITH 2-CS16 STRAP KING POST TO
j
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
U U TO LOWER STUDS UPPER To LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT z
a ANCHORS ARE NOT USED
ROOF FLOOR DECK 10d 04"O.C. SW 8d03 6- (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS
7/,,," OSB DIAPHRAGhk FASTEN FLOOR (M- END STUDS TO FOUNDATION 0
TO NAILER w/ (1) ROW 8d TRUSS.N 2x4 SPF#2 CONTINUOUS 2S TRUSS. (8)- END STUDS TO FOUNDAVON -SW 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP CONNECTION
0 3" O.C. FASTEN TO TOP . 0 LEDGER FASTENED �W Bd*3/6: HTT5 OR HDU5 CONNECTION CONNECTION
7/, B TRUSS WEBS WITH- SOLE PLATE ANCHORS - SOLE PLATE ANCHORS CALL OUI UPLIFT CONNECTOR CALL OUT UPLIFTCONNECTOR
PLATE w/ (2) ROWS -0 HEARWALL NOTES: (PEE SCHEDULE ON DETAIL 3/SO.O
OF 8d 0 3" O.C. BLOCKI G w/3 .131x3" - TEE SCH17DULE ON DETAIL 3/SO.O
PANE COMMON. AT ROOF TRUSS, A H2.5T 0 32* O.C. TOP & BOT A LS18 0 32" O.C. U.1
FLOOR
r 2x4 SPF FRAMING T T CONTRACTOR MAY SHEARWALL NOTES SEE PLAN B SEE PLAN
CHOOSE A,B,C,D, OR G. 1. PROVIDE 346" OSB SHEA ING WITH 8d COMMONS B
SYP#2 2x4 NAILER FASTENED ALL AROUND --��2x4l SYP#2 CATS AT 12" PROMDE 2x BLOCKING AT ALL PANEL EDGES. 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
TO TRUSS BOT. CHORD w/-i FASTEN CATS EACH END w17 O.0 0
(2) ROWS 0.1310" 0 3" O.C. 3-0,1310" NAILS 0 6* O.C. D.C. FASTENED TO TOP USE ALTERNATE A. 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 ;FU L HGT THREADED ROD SEE PLAN
INTERIOR- PLATE w/ 4-0.1310" T EXTERIOR WALLS END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) L:HTT4 HOLD DOWN AT BASE (U.O.N)
SHEARWALL. COMMON. ENDING BETWEEN ROOF
W-2-// + - SHEARWALL OR_/
S J.
5-16d NAILS EXTERIOR WALL RUSSES. FASTEN ALL INTERIOR SN TO ROOF OR FLOOR TRUSSES PER 5/SO.1 Uj
ALTERNATE Q ALTERNATE E (TYPICAL) ALTERNATE E 3. USE ALTERNATE U Uj
E & F FOR FLOOR 4. INSTALL INTERIOR FOOT14G BELOW SHEARWALL PER DETAILS ON S1.0 7 z
11USS-6IIACHMENT TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE DO
SHEARWALL ATTACHMENT AT ROOF Et FLOOR 0
/-5 PROVIDE SOLID 1310�-KING WITHIN FLOOR SYSTEM AT SW END POSTS. SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
Z
T 0
Ia. Uj
F) Dq
MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. NO N07ES AND SPECIRCATIONS
4-12d T0:' SINGLE
L TRUSS BRACING
8d COMMON NAILS ROOF NAILS (TYP.) 2x4SYP#2 OUTLOOKERS 1.)ALL BRACING LUMBER SHOWN, EXEPT
AT 3" O.C.(TYP) TRUSS 0 24" D.C. FOR T-BRACE SHALL BE 1x4 SYP#3
2x4 BLOCKING. FASTEN J OR BETTER OR 2x4 SPF#2 OR BETTER.
,H3 QR H2.5T HURRICANE CLIP 0 EA. (LION)
EACH END w/3-10d
WALL STUDS kOUTLOOKER TO TRUSS.
-WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENA LS (1)DIAGONAL BRACE PER
2.)BRACING LUMBER SHALL INTERSECT
AT 16" D.C. AT 16" D.C. FASTEN TO ROOF FRAMING BELOW 6-10d (4) TRUSSES APPLIED
w/ 4-12d NAILS AT EACH RAFTER. COMMONS THE WEB OF THE BRACED TRUSS, PER
ROOF SHEATHING TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER. Uj
OVERFRAME RAFTERS, SEE PLAN.
Z
3.)PERMANENT PERMANENT BRACING
2X6 BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP
ROOF TRUSS ANGLE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON BRACE PROVIDE 1x4 SYP#3 OR BETTER
NAILS FROM RAFTER TO LEDGER T-BRACE FASTENED TO 1.1 BOTTOM CHORD BRACING
SYP#2 LEDGER ATTACH DBL. S #2 LEDGER THESE STRAPS 2X4 T-BRACE. ONLY WALL SHEATHING UP PERPENDICULAR TO TRUSS BOTTOM
TO EACH STUD, PER ATTACH T EACH STUD, 2x4 SPF#2 AND LEDGER TO ROOF MEMBER. MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 1�d 0 6"O.C. CHORDS AND ATTACHED TO EACH
SCHEDULE BELOW PER SCHEDULE BELOW. BLOCKING - MEN OVERFRAME LENGTHS > 8'-0". T-BRACE TO BE THE) TRUS NTH 2-8d COMMON NAILS. AT
A-SINGLE LEDGER B-DOUQLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH FASTEN w/10d COMMONS EE SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS
CS16 DIRECTLY] LESS THAN 4'-0' 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB
PRODIDE MTS12 QJR 0 6" ON-CENTER /-CABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, S TO BE BRACED. AT END WALLS PROVIDE DIAGONALS 0
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RA TRUSS SHOP DRAWING FOR QTY. AND_/ (APPROXIMATELY 457.) TO THE
REACTION LFDGER SIZE & NAILING REAC11ON LED FIR SIZE & NAILING AND ROOF MEMBER. END�W/ 3-10d TOENAILS LOCATION. IF MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR U
0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/4"Ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
776-1250 2x8 wl 8-0.1310" 2346-3125 2x12 w/ 8-1/,"OxV SDS SCREWS BLOCK TO DBLTOP A TO FORM A ZIGZAG PATTERN ALL
FPLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING
1251-1540 2x1O w/ 10-0.1310"
MATERIAL. THIS REQUIRMENT IS NOT
1540-1850 2x12 w/ 12-0.1310" NECESSARY AT HIP ROOFS. ALSO
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT] 0.1-AX3" TOE NAILS 0 B-O.C. ALONG EXTERIOR WALLS PARALLEL TO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED [TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, TO DBL. TOP PLATE DIAGONALS IN THE END SPACE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT BETWEEN THE WALL AND THE FIRST
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM] 8-10d ' I CA12 0 48" O.C. OR DBL TOP PLT MAXIMUM SPACING OF 20 FEET. TYPICAL
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. r0MMONS 0 GABLE TRUSS BOTTOM CHORD W/
CHORD OF EA. DWC15600 0 36" D.C. OMIT IF PERMANENT TRUSS BRACING
6jjNl��q DEC�KLE.DG��E�R�AT OVERFRAME RAFTERS 10 GABLE END 13[�ACING HEATHING OVERLAPS GABLE 12" MIN ri '**N FDAMING
LE E 0 N�Z�T�1� -6" MAX. '\�i SCALE: 3/4" 1'-0' MIN 2 PLY STUD MIN 2 PLY STUD
U 0 EC N Y S TED, ETC. S0.1 NOTES: 1. SPACE CABLE END BRACING 0 4'
R D�G�R rl�`S�01 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
C OFFICE COPY DETAILS
0 L
T S
E G OT S N FOR CLARITY �GIRDER TRUSS
�NINEE�RN HOW ITS ACCEPTABLE ITS ACCEPTABLE
D TO SISTER A OR BEAM GIRDER TRUSS
TO SISTER A
NA FULL HEIGHT MIN 2 PLY 36. LONG STUD 36" LONG STUD OR BEAM
1XI (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
WASHER MR i
ANCHORING SPECIFICATIONS FOLD OVER TOP�,PLATE (2)MSTA24 STRAPS 0.1310" GUN fO.1310" GUN NAILS I
H TT5 OR (2)MTS1 2
FOLD OVER TOP PLATE SIMPSON NAILS
@ ASTEN w -10d TS12
FASTEN w (2)M
ANCHORING SYSTEM: THE THREADED ROD ANCHORING 8-10d HDU5. FASTEN r 0
DOUBLE FULL HT. SYSTEM SHALL CONSIST OF %*0 A307 THREADED FASTEN w/1 6-10d COMON
SOLE FULL HT. ANCHOR 2 S SIMPSON DTT2Z PjyXr1 r DO N T SCALE DIMENSIONS FROM
RODS, ORIENTED VERTICALLY AND ATTACHED TO THE
TOP PLATE. LATE AT THE THESE DRAWINGS.IF A DIMENSION 6
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST P UNCLEAR REFER TO THE
CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE [W/8- A�X`I)C ARCHITECTURAL DRAWINGS OR
DOUBLE TOP SDS SCREWS
SEE PLAN TOP PLATE, PROVIDE A 2*x 2*x Ar STEEL WASHER. o. \_SIMPSON FULL HEIGHT CONTACT THE E.O.R.
PLATE WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 LTT208 THREADED ROD (2)H2.5T T
THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP-)
OR POST. FULL HEIGHT MINIMUM 2 PLY WITHIN 6" OF
ROD NIMUM STUDI X" THREADED ROD MINIMUM PLAN NAME
FULL HEIGHT PROVIDE A H AT 2ND STORY - THREADED OR GIRDER (SEE PLAN) 2 PLY:�C AT 2ND STORY DAVENPORT - CO
OLE IN THE PLATE 34* LARGER THAN THE 2 PLY % x6" TITEN HD STUD STUDS PROVIDE
THREADED ROD ROD INSTALLATION: AT ALL PLATE PENETRATIONS, TURN TITEN HD STUD EPDXIED 4" MIN r ASTAL
SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE PLERE COUPLER TIGHT STUDS PROVIDE -ROD EPDXIED X" THREADED ROD 2 CS18 STRAPS DESIGN/DRAWN/CHECKED
SINGLE CONTINUOUS RODS ARE PREFERRED, COU 7.5" AT BASE OF STUDS
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES 1 CS18 STRAPS /-EPDXIED
MIN
AGAINST PLATE 4" MIN OR
FLOOR)
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS Y24" TITEN HD CS KM /LAP
Aj�
FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) MINIMUM
(OPTIONAL, LOCATE ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC (%"x6;Y4") L 771 2 PLY HOLD DOWN SEE PLA� DATE
AS NEEDED) AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO STUD ROD = DTT2Z 06.27.117
AVOID CONFLICTS WTH FLOOR AND WALL FRAMING. SIMPSON DTT2Z ROD = HTT5
THE NUT ABO%IE THE UPPERMOST RATE SHALL BE SCALE
FULL HEIGHT ANCHOR INSTALLATION CHART SECIJAW OVER THE WASHER TO A SNUG-TWT W/B- Y4"Xly2* HTT5 BUILT-up POST, BUILT-UP POST,
CONDITION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS SEE PLAN. SEE PLAN. AS NOTED
FLOOR WRENCH (APPROMATELY 30 FT.-M OF MROLn
FRAMING LPA No.
@ @ 0 DUE TO SHRINKAGE AND COMPRESSION OF BUILDING
THREADED TE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-71GHTEN NUT M 30
FULL HEIGHT ROD 0 WOOD PLATE CONCRE DISTANCE fT.-LOL OF 101ME AFTER ALL TRADES ARE TOL�L-17-006118
THREADED ROD � FOUNDATION, HOLE HOLE SPEC. DEPTH COMPLETE AND PRIOR M INSULA71ION. C6NTROL No.
SEE PLAN PER PLAN. 3/8 14"o 14"o 2x2x,/." 4" 14" 2" 13" HTTS or HDU5 QTT2Z LTT208 OPTION 1 OPTION 2
:-I-EMBEDMENT 5/8 ;y4,,o 1 1/4"o 13x3x'/4" 17.5" 112" EPDXY ANCHORING: ALL THREADED RODS SHALL BE TERNATE FOR ALTERNATE FOR 4012
DRILLED & EPDXY ANCHORED. SEE INSTALLATION FULL HEIGHT TR CONVENTIONAL
DEPTH MONO I STEM M CHART FOR EMBEDMENT AND EDGE DISTANCE LILL HEIGHT ROD 5/6" FULL HEIGHT ROD SHEET
REQUIREMENTS
FULL HEIGHT ANCHOR
WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT ROD ALTERNATE
NG
TYP
2x'12 OR
FASTEN To
w/ 4_1 2d
2
N
'2
R
A
0
x
D
UN NIAILS
T
TIH
'f!� Z
1E 2
AT
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EER R O�T To
21
8d03 6
4 EADER TE D 0 nW�N
Is T I Ly�
�DEA L�ON APP WHEN 7NOTEi
I�D T�
.T IM
�(FTR SS
U S P'
.# '�E���TtCH YP NAV
0 AND -z
SPF02
OCKIN G
ROC
F HOLD DOWN ATTACHMENT DETAIL GIRDER BEAM STRAPPING
ATTACHMENT t-1 4 ULL HEIGHT THREADED ROD WHEN SO'l
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM �So.i/ S1.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
SO.1 ALTERNATE -SHEET�20�F9
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE
TOP PLATE ALWAYS PLACE
OVERLAP SIDEWALL ALWAYS PLACE HEADER T
TOP PLATE . .. . . . . . HEADER AT
TOP OF ROUGH
TOP OF ROUGH OPENING
OPENING
5/,"o THREADED ROD . . .. . . . . . . . . . . . . . .
GARAGE . .... ---- - ; o . .
HEADER w/30x/4" PLATE . .. . . . . . . . . . . HTT5 W/
. . . . . . . . . . . . . . . . . . . . Lou Ponti7o`77n d
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . . . . . . . . HTT5 W/ . . . . . . . THREADED ROD Associates, Inc.
HEADER AT PACK WITH 2-ROWS OF 16d . . . 1 V2 . . . . . . . .
V THREADED ROD-\� EPDXIED 12"
MAX
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. EPDXIED 12" - /11, Fy
OPENING Itz
A2)20ga STRAPS [EXTEND HEADER TO 420 Osceola Avenue
Z FAR SIDE OF WALL 2x4 BLOCKING jax. Beach, Florida 32250
ATTACH GARAGE DOOR THRU 1- 4-0.131 3* TOE NAILS (2 EA. SIDE)
NLAIJER TO JACK TEXTEND HEADER TO
UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 7-6x6 P( AS SHOWN. H3 0 EA. x4 OUTLOOKER NOTE
(2)2x6 KING STUDS HTT5 W/ STUD PACK, PER GARAGE DOOR /./ OUTLOOKERI\ /AT 24" O.C. PLACE GABLE END TRUSS Ph.242-01908 Fax.241-9557
(2)2x6 22KI5 SPF#2 AS SHOWN. / THE INT. OF FL:CA# �344 SC:CA#3579
(2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS 66 6 6 4'-O"x4'-O" PIECE OF WALL BALLOON FRAMED WALL
EPDXIED 12" AND (1) 4'-O"x4'-O" PIECE OF WALL 7-7-7-7=7= SHEATING INSTALL AT UPPER STUD SPACING, SEE �ROOF AND FASTEN TRUSS TOP
no KING.\. SHEATING INSTALL ATUPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER FRAMING PLAN SHEATHING AND BOTTOM CHORDS TO �1111
M2
5-12d TOE STUDS w/ 2-0.131X3"
HTT5 w/ p CORNER 1" BELOW GARAGE HEADER DETAIL A. W' THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A SCHEDULE. BALLOON FRAMED WALL
(2)2x STUD CORNER---\ THREADED ROD 0 .. . ON EXTERIOR STUD (TRIMED AS AND (1) SHOWN) \NAILS EACH
KING. 48" D.C. BETWEEN TRUSS
EPDXIED 12" EPDXIED 12" 2x4 BLOCKING AT,,,, NAILS AT EA. STUD.
> o FASTEN SHEATING TO HEADER wl 8d COMMON Q& GALV. BOX NAILS GABLE AND FIRST C
P.T. SOLE PLATE- FRAMING INTERIOR TRUSS.
GARAGE HTT5 w/ HTT5 W/ FASTEN SHEATING TO HEADER w/ 8d COMMON Qff GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FASTEN GABLE END
SOLE PLATE j IN "i" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. TRUSS w/ FULL HT.
FLOOR ANCHOR THREADED ROD THREADED ROD A CHORAND HA41 No.
EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. ---v
EA. END
A EPDXIED 12"
SOLE PLATE 7. .
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
GARAGE WING WALL SECTION A DOLBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS Z
ANCHOR S
GARI
FLOO N
THICKENED SLAB EDGE
RO�GH
OPENING
j6�s 26 X
NEA, E.ND
AT GARAGE OPENING. 6x6 POST NTH ABU66
1�1-w/ 5/," THREADED ROD
3"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 0
4 4 EPDXIED w/ 12" EMBEDMENT & 3x3x'/," WASHER.
NOTES: STUDS) DRILLED AND EPDXIED 12" MIN.
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.
ANCHOR PER SCHEDULE A C h r i s t o p h e r j Sabourin PE
CONVENTIONAL SW
GARAGE WNG WALL ELEVATION
NO FULL HEIGHT ANCHOR
REQUIRED. FL PE#71461
E�1-90NS DATE
2 GARAGE PORTAL WING WALL �Al;�GE ING ALL FnnING LESS T.HAN 12. /7� BALLOON FRAMED GABLE END
VMEN
Is IL :Y Ppn W
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TH A A HEN N�PLAN
SPLICE 2x6 x 4!-6" P.T. SYP NO.2
EXPOSE6 RAFTER TAIL TO EACH ROOF
TRUSS 9 24' O.C.
PORCH BEAM SUPPORT POST
JACK STUD IF 4x4 IS SPECIFIED ON PLAN, 2x4 P.T. SYP No.2
JACK STUD AT DOOR USE (2)2x4 SPF#2 SUPPORT. BLOCKING/CLOSURE FASTEN
w/ 3-12d TOE NAILS. RIP FIELD ALTERAMON
AT DOOR MIN (2)2x4 PT SYP #2 IF 6x6 IS SPECIFIED ON PLAN, WALL DOWN TO REQUIRED DEPTH
24" MAX. SHEATHING PRE-ENGINEERED
USE (3)2x4 SPF#2 SUPPORT. WOOD ROOF TRUSSES. CONTRACTOR SHALL CONTACT LOU
12" MIN. PONTIGO a ASSOCIATES PRIOR TO
RATED WALL SHEATHING wl 12d COMMON MAKING ANY STRUCTURAL FIELD
ATTACH PORCH BEAM TO CS18 w/7--10dx1X" WIRE NAILS
A x3N 8d 0 6" D.C. EDGE & FIELD. 0 MODIFICATIONS WHICH MAY VARY
PLAN MEW TAPCON PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. EACH END 0 48" 0 4* D.C. FROM THE INTENT OF THE ORIGINAL
RECESSED IN SLAB D.C. STRAP CAN BE STAGGERED CONSTRUCTION DOCUMENTS ANY
SCREW w/X" THREADED ATTACH SUPPORT POST TO INSTALLED EITHER FIELD ALTERNATIONS MADE PRIOR TO
ROD EPDXIED 4- SOLE PLATE FOUNDATION WITH HTT4 FACE OF STUD CS18 w/7-10dx1r BEING APPROVED BY LOU PONTIGO a
ANCHOR w/ 5/a"OW EMBED EPDXY ROD. U.O.q. r EACH END 0 48" ADDITIONAL ENGINEERING OR
It O.C. STRAP CAN BE UPLIFT INSPECTION FEES.
SYP#2 PT SOLE PLATE5 INSTALLED EITHER CONNECTOR
CONC. CONC. DX COLUMN FACE OF STUD
SLAB SLAB
MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR Bd 0 3" FLOOR
WATER PROOFING AT TRUSSES TRUSSES-' TRUSSES DOUBLE
TOP PLATE
LOWER PORTION OF OR JOIST. R JOIST. OR JOIST.
ELEVATION VIEW ELEVATION VIEW BOX COLUMN BY BUILDER
IF PT MATERIAL IS NOT USED.
0P110N B BEAM SEEA1 � 7 Z
op-nON A OVERLAP PLAN
oPTION A OPTION B STRAPPING LD
SHEATHING OPTION C U
DROPPED BEAM < Y)
B RA
r6 �7W�AL�LST�RAP�PING�OIVER BEAM FTER TAIL DETIAL
11116" 5 FRONT ENTRY JAMB FASTENING OX COLUMN DETAIL
0 SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Vo.Z, NOTED ON PLAN
Uj C)
GABLE TRUSS PER TRUSS BOT. CHORD TO LIJ
GABLE BRACING TRUSS U Uj
PLAN w/8 d 0 12- O.C.
FAS TEN "TOP CHORD" z
GABLE BRACE TRUSS TO
L4 4 WALL w/8d 0 6" O.C. 0
i
KING STUD TO TOP PLATEa
SDWC15600 SCREW. FASTEN GABLE 13RACING
TO BELOW VTRUSS TO WALL w/(10)8d
P PLATE EA. END
0 STUD TOP PLA I N A-
SDWC'5600 SCF;qW.
0 32" O.C.
4-112d TOE
STUD TO TOP STUD TO TOP L 2x4 SYP#2 OUTLOOKERS
SDWC1 5600 SCREW.- SDWC15600 SCREW.- ROOF NAILS (TYP.)
0 32' O.C. 0 32" D.C. STUDS TO TOP PLATE STUD TO BOT PLATE TRUSS 0 24" O.C.
SOT PLATE TO TR4S SDWC1 5600 SCREW. H3 QR H2.5T HURRICANE CLIP 0 EA.
Y4"x3,'j" LAG SCRItW 0 32" O.C. OUTLOOKER TO TRUSS. 0
WITH ROUND WASHER z
1-META24 AT EACH FLOOR TRUSS Ln
--------------
A& a,. 2K 2m
SOT PLATE TO FRAMING BOT PLATE TO FRAMING_
WALL SHEATHING UP 0 0
59 29 29 29 STUD TO SOT PLATE* GABLE END TRUSS. U
BOTP ATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW.
Y4- J" LAG SCWW 0 32" O.C.
4 x:%
WITHROUND WASHER
BELOW CS180 32" D.C. BELOW CS180 32" D.C.
-------------------- -------- -- ------------ ---- 24"jD.C.
GABLE BRACIN( TRUSS
TO WALL, SEE E ECTION
- -- -----------------
A-Ai
MISIC0.1310" TOE NAILS 0 8"O.C.
rFROM BOT. CHORD OF TRUSS
TO DBL. TOP PLATE FRAMING
TRUSS BOT. CHORD
TRUSS OR BEAM PARALLEL TO WALL ABOVE BRACING TRUSS w/8d 0 12 r:TAILS
L D'L. 1 1-1
TO �ABLE LSTA12 0 48- O.C. ga DBL TOP PLT
TO GABLE TRUSS BOTTOM CHORD W/
DE: I WALL STRAPPING DETAIL YMEN WALL STRAPPING DETAIL GABLE END BRACING SDWC15600 0 36" O.C. OMIT IF
L WHEN 10 .2j SHEATHING OVERLAPS GABLE 12* MIN
L T PPn 0 so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
THLI�ELTAISLOnPPLE EN D `ONPLAN SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR PEFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
ILAN NAME
('DA:N POR T _ COASTAL)
DESIGN/ORAWN/CHECKED
CS / KM /LAP
DATE
06.27.17
SCALE
AS NOTED
LPA No.
TOLL-17-00618
cbNTROL No.
4012
SHEET
OFFICE COPY
S0.2
SHEET 3 OF 9
5YMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
all
i DESIGNATES SLAB RECESS
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA# 3579
94'-0"
E
91-2t) 77)-0$) 00 6)-4)) . 01 X01 N
0
STA
-*1z
N
9
9 S1.01 C h r i s t o p h e r Sabourin PE
S1.01 S1.01 FL PE#71461
0 T-
><X'<
-u-
00
MONO FOOTING TO -STEMWALL� MONO FOOTING TO
w/ 2-#5x3O" DOWELD - STEMWALL w/ 2-#5x3O 0)
0 L -I
EPDXIED 6" MIN. (TYP.) DOWELS EPDXIED 6"
LO
M IN. (TYP.)
co U
�01 0
S1.01)'j-
FIELD ALTERA-nON
r8 CONTRACTOR SHALL CONTACT LOU
LO S1.01 POW GO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
4)-6pp 15)-2fp 14 4 FROM THE INTENT OF THE ORIGINAL
SLIDING GLASS DOOR CONSTIR TION DOCUMENTS.A
0 FIELD ALTERNATIONS MADE PRIOR TO
PAVERS FRAMES MUST BE RECESSED BEING APPROVED BY LOU PONTIGO&
DO BY OTHERS] SEE ARCHITECTURAL PLANS ASSOCIATES MAY RESULT IN
FOR LOCATON OF SLIDING 4" CONCRETE SLAB w/ ADDITIONAL ENGINEERING OR
GLASS DOORS. FIBERMESH @ 1.5 LBS/CU.YD.
-1d- N
N N OF CONCRETE OR 6x6 W1.4xW1.4 14'-Opp
WWF ON 6MIL VAPOR BARRIER
\S1 01) PROVIDE SAW CUTS PER Ll 2 8
IN PREPARED GRADE. ILI
5/S1.01, BUILDER TO r6 0 S1.01
9 COORDINATE WITH FINISH '�ksi.oi MONO FOOTING TO STEMWALL S1.01
w/ 2-#5x3O" DOWELS
\S1.01) FLOOR MATERIAL.
EPDXIED 6" MIN. (TYP.) 6)-Op$ PAVERS \_STAIRS BY U
6 BY OTHER--d BUILDER
F3.0 S1.01 J
- - - - I U
0
^0
LLJ 0
0
wl 2-#5x3O" DOWELS - 5'-3 6))
MONO FOOTING TO STEMWALL -rm'
0 EPDXIED 6" MIN. (TYP.) A -J 5'-5 4 1 ^3 111- 9
i I Opp S1.01 CN S1.01
I
L STAIRS BY I
F- k 4 k \�ZL-0V Uj
BUILDER LLJ
6
9 C14 S1.01
/r. '11\ 1 1, 1 S1401
00 % I
L
"0
5 2"
9\ S1-/01
14
^4
S1.01
I
-U 0)
2
SAWCUT 0
00
10 V)
U
rl OB
4
6 Cn \�Si.01)/
7B S1.01
S1.01
Z
LO o LLJ
-0 7�y 1� 4 z
S1.01
^3
S1,01
L IL - - - - - --
- - - - - - - - - - - - - - - - - - - - - - -
. . . . . . . . . . .
'-k "k
L
0
3 - I U
C-4
S1.01 S1.01
iOpp 4P-8)) Opp 8
91-
91-2)p
lop 15'-0"
Opp 5$-8$1 4p-4pl 59P-O"
7K 7K
94'-0" FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS,IF A DIMENSION 6
UNCLEAR REFER TO THE
ECTURAL DRAWING
CONTACT THE E.O.R..
/0" PLAN NAME
FOUNDATION PLAN DAVENPORT - COASTAL
FOOTING SCHEDULE AND NOTES SCALE: 1/4" 1'-0* DESIGN/DRAWN/CHECKED
TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KM /LAP
DATE
F2.0 2'-0" 2'-0" 3-#5 EA. WAY BOT.
06.27.17
F2.5 2'-6- 2'-6" 3-#5 EA. WAY BOT.
SCALE
F3.0 S-O" 3'-0" 3-#5 EA. WAY BOT.
F3.5 3'-6" 3'-6" 4-#5 EA. WAY BOT.
LPA No.
F4.0 4'-0' 4'-0" 1'-0" 4-#5 EA. WAY BOT. ToLL-17-00618
F4.5 6-- 4'-6" 1'-0" 4-#5 EA. WAY BOT. CQNTROL No.
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 4012
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR SHEET
REFERENCE ONLY. OFFICE COPY
2. FTGS- & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
S160
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9
TYPICAL WALL FRAMING AND
ANCHORAGE PER
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING
PER CONSTRUCTION SPECS. CONSTRUCTION SPECS.
AND ANCHORAGE PER
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
SOLE PLATE ANCHOR,
12" HOOK INTO SLAB. 1 -#5 CONT., PROVIDE
AT WALLS GREATER THEN SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1-#5 CONTINUOUS Associates, Inc.
FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN.
LAYOUT PLAN AND SEE ARCH PLAN 420 Osceola Avenue
1IS;F F I I SLAB ON Jax. Beach, Florida 32250
PERMANENT LATERAL
-SLAB ON GRADE, 51" - ------ Ph.242-0908 Fax.241-9557
GRADE,
I SUPPORT DETAIL. 2
_*-SEE PLAN. A FL:CA# 8344 SC:CA#3579
S PLAN.
---------------
4
GRADE OR CONIC.
SLAB, SEE PLAN.
X 8" CMU STEM WALL .... ...
#4 DOWEL TO MATCH VERT.
1 - ES TO DRAIN, SEE ARCH SLAB ON 4 EL�l @ 24' 0.C.
OD
SHOWER PAN SL #4 VERTICAL DOW
G (SEE GRADE-
STEMWALL REINFORCIN 4
STEMWALL SCHEDULE 90' BEND INTO F'
I , t PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. No. ;
7 SEE PLANI
k�
CmU SCHEDULE) w/ 6" HOOK INTO z C
00 :2
REINFORCING FOOTING. LAP VERT REINFORCING
COUR ES <
S 25" IF STEMWALL IS GREATER Ld STAT F
&,7 . 011
A
1 TO 6 @ 4B"O.C. 4 '.*'�CONTINUOUS CONCRETE
#4 VERT. THAN (3) COURSES.
7 TO 10 #4 VERT. @ 24"O.C. STEMWALL, SEE 1 /S1 -01
CONT. CONCRETE FOOTING 43y" CLEAR FOOTING NZ
11 TO 12 #4 VERT. 0 8"O.C. I......
T
STEMWALLS OVER 6 COURSES To 8"d x 1 Slow )-STORY, w/(2)#5 CONT. P C h r i s t o p h e r j Sabourin PF,
HAVE TRUSS TYPE HORIZ. JOINT 11
1 0"d x 20"w 2-STORY, w/(3)#4 OR (2)#5 CONT. 10%20" FL PE#71461
REINF. BETWEEN EVERY OTHER ---7r
COURSE. FILL CELLS SOLID. w/ 2-#5 CONT.
RE\(1-90NS DATE
STEMWALL FOOTING rT'� FOOTING W/ SHOWER RECESS GARAGE STEM WALL
��.O 1 (IF REQUIRED) �,�.O 1 (IF REQUIRED)
SCALE: 3/4" V-0"
TYPICAL WALL FRAMING AND ANCHORAGE FIELD ALTERA71710N
PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STPUCTURAL FIELD
(1)#5 CONTINUOUS, PROVIDE _j MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
CORNER BARS (TYPICAL) STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
12" HOOK INTO SLAB. ARCH. ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
(4" MAX.) EQUAL TO SLAB
THICKNESS.
7B @ SLAB RECESS
SLAB ON GRADE,--lv-
SEE PLAN.---.,v-- 4- BRICK VENEER IS 17 Z
ACCEPTABLE', WITHOUT U LD
WALL FRAMING INCREASE OF, FOOTI N G
SIZE. 4<
1" DEEP SAWCUT w/ SLAB ON GRADE, 2-#5 CONT.
8" CMU STEM WALL W/ SLAB ON ELASTOMERIC SEALANT7\ /SEE PLAN WAL4 FRAMING--\\, STEP, SEE ARCH. PLAN. SLAB ON
#4 VERTICAL DOWELS @ 24" O.C. I � -1 1 Uj C)
a 'A
GRADE- GRADE,
SLAB ON
-4
SEE PLAN L------ SEE PLAN.
90* BEND INTO FTG.
GRADE,
A' 00
PLAN.
NOTES: 4. Uj
LLJD 1) PROVIDE SAWCUTS CREATE Uj
1z
CONTINUOUS CONCRETE Now APPROXIMATE 12' � 12' MAX. SQ.
FOOTING 2) SAWCUT CONIC. SLA3 WITHIN 4 TO 3-
3" CLEA�� 12 HOURS OF CONC. PLACEMENT. OPT16NAL 8,,x16"
TYP 2" FLAIR 1-STORY, w/(2)#5 CONT. 1-STORY, w/(2)#5 CONT.
8"x20" 2-STORY, w/(2)#5 CONT. 8"x16" 2-STORY, w/(2)#5 CONT. 0 Z
10%20" 01 8"x20"
w/ 2-#5 CONT. Lij
Lf)
STEMWALL AT GARAGE r5'�� SAW CUTDETAIL '6 \ BARING AT INTERIOR r7 MONO. FOOTING AT STEP-P' OWN
r4
D
,ZL01,
SCALE: 3/4" 1'-0" -�01
�-o 1 ��-O 1
LLJ
z
Ln
4- TYPICAL WALL FRAMING
AND ANCHORAGE PER PAVER BY MATCH DOOR �W'
CONSTRUCTION SPECS. WITH, SEE ARCH. RECESS
OT ERS
BOND BEAM w/1-#5 SLAB ON
4. GRADE,
SEE PLAN.
PAVING
- SLAB ON >< MASONRY BY BUILDER
<
'j, GRADE, :2 - 1 1 2"xl 2" 1#5 CONT.
2� 14r STEM WALL w/ DETAIL 1 OB FOUNDATION
_I- SEE PLAN. C) -#4 @ 48" O.C. E
GRADE OR CONC. J.
2E >< 00 . 4 04 MATERIAL DETAILS
< SLAB, SEE PLAN.
I_`_ SLAB ON
. 411
Z_ GRADE,
C'4 SEE PLAN.
4
ALT. FOOTING AT
BUILDERS DISCRETION. V, D NOT ALE DIMENSIONS FROM
4 THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
#3 @ 48" O.C. OR THICKENED EDGE
ARCHITE&URAL DRAWINGS OR
ROD CHAIRS (TYP.) W/ 1-#5 CONT. DETAIL 10A CONTACT THE E.O.R.
(2)#5 CO� T.
12" PLAN
w/(2)#5 CONT. 12" THICK x 20" WIDI DAVENPORT - COASTAL
DESIGN/DRAWN/CHECKED
CS / KM /LAP
DATE
PORC -i STEM WALL THICKENED SLAB 06.27.17
MONOLITHIC EDGE FOOTING SCALE
1\�-O 1 \1�_o 1 ASNOTED
\1 LPA No.
TOLL-17-00618
CONTROL No.
4012
SHEET
OFFICE COPY S1 ,01
SHEET 5 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
S* 3&4 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)2,8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
ANCHOR LEGEND 420 Osceola Avenue
jax. Beach, Florida 32250
A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD. SEE DETAIL 12/S0.1
A307 DIAMETER THREADED 0
ROD TERMINATES AT FIRST FLOOR
TOP PLATE. SEE DETAIL 12/SO.1
# 0
0 tot
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
05 TOP PLATE. SEE DETAIL 12/SO.1 No. 4 1
SIMPSON HTT5 SEE DETAIL 15/S0.1 S E F
A.
SIMPSON DTT2Z SEE DETAIL 15/S0.1 h At
SEE 3/SO.1 FOR BEAM
Christopher"Mabourin P E
SEE 3/SO.1 FOR BEAM (2)2x6 (2)2x6 (2)2X6 CONN. (TYPICAL)
SIMPSON LTT208 SEE DETAIL 15/S0.1 F L PE#71461
CONN. (TYPICAL) /-SPF#2 SPF#2 C(2)2xS-1/2� SPF#2--,N (2)M-1/1) (2)2x6-1/1) (9)9y12__,
-7 F(2)2x8-1/2) POST. POST. POST.
(3)2xl 2 WALL STUD SCHEDULE REVISIONS DATE
0 STUD SIZE
STRAP HEADER Rl Rol OSB WALL LOCATION PLATE
1-1 PER 7/SO.1 FASTEN TOP I HEIGHT & SPACING
T SHEATHING. OF WALL 9._1. 2x4 SPF#2 0 16* D.C.
E5- I T �x EXTERIOR
(0 1 PER 5/SO.1. I to (0 1--, MAX
X X ' I 6x6 P.T. SYP#2 POST� 2x6 SPF#2 0 16" D.C.
N N C14 EXTERIOR 10,_1
C14 1-11 MAX 2x4 SPF#2 0 12- O.C.
C14 w/ABU66. SEE DETAIL 10,-1 To
0 V) L) EXTERIOR IV-0" 2x6 SPF#2 0 16* O.C.
ell 2/SO.1. (TYPICA 10'-0"
< INTERIOR 2x4 SPF#2 0 16" D.C.
E) EC MAX
12'-0" 2x6 SPF#2 0 16* D.C. 2[
Ld INTERIOR MAX I 2x4 SPF#2 0 12* D.C. FIELD ALTERAMON
> > 1 .\�SOSB WALL r-,) 3:
0 0 -, IIHING. 11110_0= CONTRACTOR SHALL CONTACT LOU
m V) 5 PONTIGO 4 ASSOCIATES PRIOR TO
m < 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
< MODIFICATIONS WHICH MAY VARY
T X1
C4 (0 C14 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL
Ld X 1-1% CONSTRUCTION DOCUMENTS.ANY
> 0 C14 CONTRACTOR MAY INCREASE STUD SIZE TO MEET FIELD ALTERNATIONS MADE PRIOR TO
_j (D ARCHITECTURAL REQUIREMENTS.
m LL_ BEING APPROVED BY LOU PONTIGO 8
LL. I ASSOCIATES MAY RESULT IN
L0 N 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
C14 LLJ YELLOW PINE. ADDIT�ONAL ENGINEERING OR
NSPECTION FEES
(2)2k6
t�_ FE 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
X LIJ SPF#2
C14 1
POST. (2)2x6-1/1� 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SHEARWALLS
C`4
STRAP HEADER EA. 2: z
T X
END w/ MSTA24 COMBINED USE PANEL NOTES
X I—,
LLJ (2)2x6 00 U
> X
04 STUD TO TOP PLATE: 1. EXTERIOR WALL SHEATHING SHALL BE
01 (4)2x4 (3)2x4 SPF#2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
m 04
POST. SDWC15600 @ 48" O.C. TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING
< SPF#2 SPF#2 (2)2xl 2 (2)2xl2 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
_\ GIRDER FG03 ABOVE r�
POST.-\ POST.
00 1 - -
0 A 2. SEE SHEET SO.0 FOR WALL SHEATHING
14 SPECIFICATIONS.
V) SEE DETAIL
(0 1 (2)2x4
X V) -SPF#2 Ij 1/SO.2. 3. UPPER MOST TOP PLATE SUPPORTING ROOF
NN STRAP HEADER EA. MEMBERS SHALL BE STRAPPED AS SHOWN IN
C
[RN iq X DETAIL 1/SO.O
IRDER POST. END w/ MSTA24X I- Uj Uj
_N
(3)2xl 2 1 5 ABOVE
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
(2�MA
)44
C,4:
FG
6x6 P.T. SYP#2 POST
w/ABU66. SEE DETAIL OSB WALL SHEATHING. CONT_ GENERAL NOTES 4<
PICAL) /`-"tHRU PERPENDICULAR WALL FASTEN TOP 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. CL
2/SO-1- (TY �x
< SIZES AND SPACING. AT GIRDERS AND BEAMS,
SHEATH CONT TO SECOND Lj SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
OF WALL V) C) -CN�
to PER 5/SO.1. F PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER LU
-,.LEVEL TOP PLATE. LAP PLIES.
AT FLOOR SYSTEM SIMILAR X 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
%c 0 04
Lf) <
(2)2x6 Lij TO 1/SO.1 1") SHEATHING SPECIFICATIONS.
j > F_ D
SPF#2 0 3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE
CD
,�j , <
POST. m
I < PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
X FASTEN TOP� I to 0
N 1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0
OF WALL 0 Uj
LL_ 3/SO.O
X PER NON-STRUCTURAL BRACKET
N 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
z
OD 5/SO.1. I
LLJ & TRELLIS BY BUILDER
ATTACHMENT PER DETAIL 5/SO.1 Ln
(TYP.) (2 PLACES)
OSB WALL /�11 ')2x6 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
- I TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
SHEATHING. LiL_7_S`F#2 OSB WALL F I
PDST SHEATHING. i i;;i;;;;ON;i 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
0 0
F-61 L
( (2)2x6-1/1�
(2)2x6-1/1� ((2)2x8-1/2
(2)M-T/1� (2)2x6 E(2 x6
SPF#2 #2 SEE DETAIL CSIS STRAPPING DETAIL j U
POST. P T. 1/SO.2. CS18 STRAP w/ 10"
END LENGTH. FASTEN
THIS END w/ 9-10d.
P9 WALL FRAMING-/ Uj
z
'*,_NO NAILS REQUIRED FIRST, FLOOR
FLOOR IN CLEAR SPAN
TRUSSES MAMING
OR JOIST.
Cn
DOUBLE z PLAN
WALL FRAMING Uj
z
TOP PLATE. 1b
SHEARYYALL N SW: 3/6 -4, CS18 STRAP w/ 10"
i 2-ROWS OF 16d END LENGTH. FASTEN
SW: �/6 DE NATES SHEARWALL THIS END w/ 9-10d. Do NOT SC I ALE DIMENSIONS FROM
@ 9 THESE DRAWINGS.IF A DIMENSION 6
NAILI G - 8 @ 3" EDGE AND 6" "FIELD" CRIPPLE STUDS UNCLEAR PEFER TO THE
ARCHITECTURAL DRAWINGS OR
SOLE, PLATE NCHORS SEE SCHEDULE 0 @ 16" O.C. CONTACT THE E.O.P.
IL ON D�ETAIL SO.0 (2)2x8 PLATES N NAME
T
FIRST FLOOR FWMING PLAN =DAVEN'POR - COASTAL
DESIGN/DRAWN/CHECKED
SCALE: 1/4"
SOL PLAT ANCHOR SPACING SCHD CS KIM /LAP
BEAM SEE PLAN DATE
ALL EX-I[ERIOR WA 42* O.C. 06.27.17
UNLESSI OTHER IN D
I SCALE
I 3-10d TOENAILS
SHEARWALLS 24" O.C. 2-ROWS OF SIMPSON AS NOTED
(SW I3dOY/6" (2)2X8 MINIMUM PLANK
-- 1 15600 SDWC SCREWS ORIENTED HEADER OVE LPA No.
SQ PLT 0 WHEN NOTED ON PLAN @ 12" O.C. STAGGERED. SLIDING GLASS DOOR FASTEN TOLL-17-00618
I SEE NOTE 2 TOJACKS EACH EAC' I CONTROL No.
L H END
4012
1. INSTALL SOLE LATE ANCHORS PER DETAIL W/(1)A35
3/�0.0 HEADER SECTION SHEET
2. ANCHOR SPA G SHALL BE AS NOTED. FOR OFFICE COPY
EXAMPLE - E PLT 0 36* 36" SIA
ON�CENTER ACING J
SYMBOLS LEGEND
�TS`16 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 1'/,* WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS
jax. Beach, Florida 32250
Ph.242-0,908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
Products Floor Truss Connector List Roof Truss Connector List 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING
Qty WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600
PlotlD Length Product Plies Net Qty Manuf Product Manuf Product Qty N %
V
SCREW UNLESS OTHERWISE NOTED
—TS—P THD26 3
FBM2 39-08-00 onCENTERO LVL 2.OE 1 3/4" x 16" 3 3 USP THD26-2 3 N 0� . 4
FBM1 14-09-00 onCENTERO LVL 2.OE 1 3/4 x 16" 2 2 USP THD46 13
s
0
SIM.'4-, Sim.
Sl M. S I M. /� 5 RAFTER TAILS, 2 STUD DIRECT TOP PLATE TO
2 RAFTER TAILS, SHEATH WALL CONT. SEE DETAIL 8/SO.2-\ SO.1 BELOW TRUSS SDWC15600 STUD SDWC15600 ��ONAL
SOA SEE DETAIL 8/SO.2 Christopher J Sabourin PE
<V THRU LOWERROOF FL PE#71461
HTS1 6-\ /-(2)HTS1 SO.1 (2)H TS1 6 TO BEAM BELOW. T15
T15
- - - - - --- - - - - - - - - - - - - - - - - - - - TkUSS TIE DOWN WITH SIMPSON SDWC
Z,,,rzry1111HV111., DATE
.0 L0,
14 N
14 CN
N N (\I cl (I C11 M
C:) C:)
0 C) C) C3 0 0 Rafter to Top Plate shown
LL LL U_ LL LL LL LL
Truss to Top Plate similar
V09
L Opti 1 22�*
VIO
SHEATH WALL CONT.
7/7 1 30,
THRU LOWER ROOF-
TO BEAM BELOW. Vil
FIELD ALTEIZAMON
ON
CONTRA TOR SHALL CONTACT LOU
2 STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
LL I IBELOW TRUSS MODIFICATIONS WHICH MAY VARY
X2"MaX FROM THE INTENT OF THE ORIGINAL
V1 L
r2
SO.1 Sim. t CLONASTPUCTION DOCUMENTS.ANY
ERNATIONS MADE PRIOR TO
BEING ED PON 0 a
V13 FIE D LT
^2 By TG
'SDWC15600 TOP PLATE TO S ULT
Sl V
A=TE MAYL% IN
ADDITIONAL ENGINEERING OR
STUD SDWC15600
-T� TI 4
(2)HTS16 OR Note 1. Sloped-roof rafters may be sloped up to and including
2) STA24
a 12:12 pitch and must be *birdsmouth" cut.
2x4 SYP#2 PORCH z
//r111 / .1 11 1 1 L+I_�� +_ 1 2. Reference detail 4 for installation instructions.
It 7_
CEILING SHEATHING �11A�4 1
TRUSS TO TOP
NAILER. FASTEN TO.
LY
C'
LL
V02
7777
TRUSS BOTTOM CHORD -PLATE w/ 10d 16 SIMPSON SDWC INSTALLATION RANGE 7
TO-JAILS 4" C.
w/ (2)ROWS 1 Od @ 8'
C4 CNI C\1
O.C. STAGGER�D C:)
C� a-
F-
/Xx
> a C) CI
3: 7- M
1-- j I- I I �- I-_ PIN I I LLj
L I Wili 11 F�_
7/777-7111
S
IGL
'WAS _j
11 >/(,3)HTS1 3 \-)H I ti'l b <
V03
PORCH f-EILING SHEATHING
LO 2
0 C) 14 \ \-AT BOTTOM CHORD OF
1% VO4 A TL THD26-2 FG 5 11 11 1 U-Im 11 M U_ M11- Sim. " 2
TRUSS SEE /S0.1. U
0 0 C) 0
:C X: 3: RAFTER TAILS,
(D
SHEATH WALL CONT
:4 THRU LOW ROOF TO 1ST SEE DETAIL 8/SO.2
J10
PORCH CEILING SHEATHING I LEVEL BOTTOM PLATE
2 o
AT BOTTOM CHORD OF-/ I ST�D NOTUDIRI!j
SO.1 V06 1 L U 0
R SS
TRUSS SEE 2/S0.1. SI M. I I V14
CD W SDWC15600\
C11 I
C. E
THD26 V13 hqic Reference detail 2a for installation angle limit Uj
V)
6 (2)HTS16 OR--, SDWC INSTALLATION
\\'THTS1
(2)MSTA24 j
RAFTER TAILS, V12
SEE DETAIL 8/SO.2 Rafter to Top Plate shown
(Truss to Top Plate similar)
8
Vil
"�SO.2)/
0
JIM V10 T, z
C) STUD NOT DIRECT] in
0 Tr" 14
U. 11BELOW TRUSS
HTS1 6 1 '0 00
0
Juli 12)HTS16- C:) a 0 0 0 V09 I \A
U- u_ u_ U_ LL LL LL
M hA M Ulf- I M 11 1
Do not install SDWC in
I-I ro 3444 44 T31 hatched area
(2)HTS1 6— 0 0
SDWC15600
SO.1
5 5
1 1/2' MIN
SO.0 SO.0 �0,,�an g
Sim. Sim. 2" MAX
SD�VC INSTALLATION PANGE
FLOOR AND
ROOF TRUSS
V minimum edge Rafter or Truss PLACEMENT
distance for full
values (with or Splice may be in upper or PLAN
without a plate lower plate
splice)
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
X" from top plate CONTACT THE E.O.R.
splice Offset
for full values ��RECT
PLAN NAME
FLOOR AND ROOF TRUSS PLACEMENT PLAN
DAVENPORT - COASTAL)
SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
SDWC AT TOP PLATE SPLICE 06.27.17
SCALE
AS NOTED
LPA No.
TOLL-17-00618
CONTROL No.
4012
SHEET
OFFICE COPY S1 .2
SHEET 7 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
ERMNG PLAN NOTES*
1. F)R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. F)R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. F)R GENERAL DESGN SPECIFICATIONS SEE SHEET =
4. �WEN USING (2)H2.5T CLIPS ON 1'/,* WIDE LUMBER, PLACE CLIPS
0 AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Asso ciates, Inc.
TRUSS
FASTENING DETAILS 420 Osceola Avenue
jax. Beach,Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SO CA#3579
C,�
No.71 1
STAT
.R
GABLE END STUD DIRECTLY N
12 BELOW TRUSS TOP PLATE TO
SO.2 BRACE GEB01 �'ISLY SDWC15600 STUD SDWC15600
SEE 12/SO.2 Christopher ) Sabourin PE
FL PE#71461
T32 - TRUSS TIE DOWN WITH SIMPSON SDWC
REVI�IONS
Rafter to Top Plate shown
T33 Truss to Top Plate similar
Optimal 22)�
T33
33 FIELD ALTERAMN
CONTRA TOR SHALL CONTACT LOU
T33 ISTU) DIRECTLY PONTIGO 8 ASSOCIATES PRIOR TO
L�RQ:EEWW TRUSS MAKING ANY STPUCTUIPAL FIELD
X*Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
33 FIELD ALTERNATIONS MADE PRIOR TO
BEING APPPPVED BY LOU PONTIGO a
'!SDWC15600— \—TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
Y33
Egit I. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be 'birdsmouth" cut.
T33 2. Reference detail 4 for installation instructions.
-4
T33 SIMPSON SDWC INSTALLATION RANGE z
"�Sim U 0
--7 / 5
11 1 ��-O
T33
r5
'-�SO.O Ti
Sim M
LLJ U LLJ
z
733 11STUD NOT D1_R_EC_T_Lj 0 z
13ELOW TRUSS SDWC15600
1[gil Reference detail 2a for installation angle limit
T33
00 J Ln
SDWC INSTALLATION
T33
Rafter to Top Plate shown
T33 (Truss to Top Plate similar) 0 UJ
......... N Z
T33 Ln
STUD NOT DIRECT
L
U. 11BELOW TRUSS��
Do not install SDWC in
hatched area
SDWC15600
GABLE END
12 BRACE GEB01
SO.2 11 �0�,eong 1 1/2- MIN
SEE 12/SO.2 2" MAX
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
SDWC INSTALLATION RANGE
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 RKDOF TDI ISS
SCREW UNLESS OTHERWISE NOTED
PL<EMENT
Rafter or Truss
X" minimum edge
distance for full PLAN
values (with or --- Splice may be in upper or
without a plate late
splice) lower p
DO NOT S ALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
X* from top plate CONTACT THE E.O.R.
splice Offset
for full values FETL
BEL �ECT
PLAN NAME
ROOF TRUSS PLACEMENT PLAN rDAVENPIORT — COASTAL)
SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
SDWC AT TOP PLATE SPLICE 06.27.17
SCALE
AS NOTED
LPA No.
TOLL-17-00618
CONTROL No.
4012
SHEET
OFFICE COPY $1 .4
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
S* 3&4 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" D.C. "IN THE
FIELD*
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORTHEADER.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
ANCHOR LEGEND 420 Osceola Avenue
jax. Beach, Florida 32250
V A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA#8344 SO CA#3579
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.1
...........
e0o" f% 'r
A307 DIAMETER THREADED 0 6.4
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
4 4
A307 DIAMETER THREADED
(95 ROD TERMINATES AT FIRST FLOOR No. 7
TOP PLATE, SEE DETAIL 12/S0.1
STAT
* 40
SIMPSON HTT5 SEE DETAIL 15/S0.1
Xo*
SIMPSON DTT2Z SEE DETAIL 15/S0.1 .......
Christopher ) Sabourin PE
SIMPSON LTT20B SEE DETAIL 15/S0.1 FL PE#71461
SHEATH WALL CONT. (2)2x6-1 (2)2x6-1/1� 0!�
THRU LOWER ROOF SHEATH WALL CONT. /00�S�JONS �DA�TE
I THRU LOWER ROOF WALL STUD SCHEDULE
TO BEAM B 00 00
- - PLATE STUD SIZE
TO BEAM BELOW. LOCATION HEIGHT & SPACING
ELOW.
0� EXTERIOR 2x4 SPF#2 0 16* O.C.
MAX
0 10`-1 2x6 SPF#2 0 16" D.C. 2E
EXTERIOR MAX 2x4 SPF#2 0 12" O.C.
Lj 10'-1 TO
I m EXTERIOR 14'-D* 2x6 SPF#2 0 16* D.C.
0 10'-0"
I.- < INTERIOR MAX 2X4 SPF#2 0 16" O.C.
-i LLI 12'-0 2x6 SPF#2 0 16" D.C. 2L
I C) INTERIOR MAX 2x4 SPF#2 0 12* D.C. FIELD ALTERAMN
<
STUD NOV& CONTRACTOR SHALL CONTACT LOU
PONTIGO ft ASSOCIATES PRIOR TO
Ld 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD
0- a_ MODIFICATIONS WHICH MAY VARY
CS18 @ BOTTOM OF STUD < 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL
CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY
I FIELD ALTERNATIONS MADE PRIOR TO
WHERE NOTED. SEE DETAIL U) -i ARCHITECTURAL REQUIREMENTS. 13EING APPROVED BY LOU PONTK30 a
AT BOTTOM RIGHT OF PAGE. Lj 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTESSOUTHERN ASSOCIATES MAY RESULT IN
c� m YELLOW PINE. ADDITIONAL ENGINEERING OR
0 INSPECTION FEES.
U) 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
I--,
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
CS1 8--f MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SHEARWALLS
bi z
COMBINED USE PANEL NOTES
Ld
U LD
1. EXTERIOR WALL SHEATHING SHALL BE
0-
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
0 0 cl� SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
-j -i
LLJ L1j Uj
m M V) A Uj C)
N�-' SPECIFICATIONS.
00-)
< I-
_j 3. UPPER MOST TOP PLATE SUPPORTING ROOF
m < MEMBERS SHALL BE STRAPPED AS SHOWN IN
< DETAIL 1/SO.O
0 CS18- Uj
3:
F- E--- 0 4. INSTALLSOLE PLATE ANCHORS PER DETAIL U LLI
I Of 3/SO.O z
< w
< a-
GENERAL NOTES
< zOf 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SHEATH WALL CONT. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 0
V)
SIZES AND SPACING. AT GIRDERS AND BEAMS,
----THRU LOW ROOF TO 1ST PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
r/ Uj
LEVEL BOTTOM PLATE PLIES.
^4 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.
�Sm)
C) LLI 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
CL U) PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
c",
0 6
< -j Cf) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
:3: Lu 3/SO.O
m
a_ 0
< Of _j 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
0� ATTACHMENT PER DETAIL 5/SO.1
00 Ld
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING 2
AND HOLD DOWNS
0 0
C(2)2x6-1 C(2)2x6-1/1�
CSIB STRAPPING DETAIL U
CS18 STRAP w/ 10"
END LENGTH. FASTEN
THIS END w/ 9-10d.
WALL FRAMING Uj
z
--------------
SECOND
NO NAILS REQUIRED
IN CLEAR SPAN
FLOOR
TRUSSESN FLOOR
OR JOIST.
Ca
I FRAMING
WALL FRAMING-/
PLANC!S 1§8 STRAP w/ 10"
END LENGTH. FASTEN
THIS END w/ 9-10d.
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
SECOND FLOOR FRAMING PLAN PLAN NAME
r DAVENPORT - COASTAL)
SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED
CS KM /LAP
DATE
06.27.17
SCALE
AS NOTED
LPANo.
TOLL-17-00618
CONTROL No.
4012
SHEET
OFFICE COPY
S13
\1 SHEET 8 OF 9