581 TIMBER BRIDGE LN - NEW HOME STRU DWGS DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAlUhQ TYPICAL DOUBLE TOP MNDOW SILL SCHEDULE
0.131X3" TOE NAILS PLATE SPUM
2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAILING* ROUGH DROPPED HEAD MINIMUM ENO
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILINQ 4'-0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END
2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 0.131x3m END NAILS: 20 0, 20 2 (7) NAILS FASTEN ALL TOP PLATES W/ (16) 0.1310" NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF (2) 0 2x4, 9" LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS fVENLY 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 +16.3 (9)10dxl'/2 (3) 0 2x6, 14" LVL, 16* LVL (9) NAILS OF .131 x3 0 12" 0.C. STAGGARD. -4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
AREA (sf) ZONE (PSF) I a' = 4'-6" DOOR -17.9 USP A35 450 450 (4) 0 2x8. SYP#2 4 8'-4" (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAIL-S
DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7') USP R77 585 495 (5)8d EA. END L SYP#2 DBL. HEADER, 4 12'-O-1 (3)2x6 SYP #2 (I)A35 + (4)12d TOE NAILS
ROOF FLOOR - 2 CAR USP RT8A 775 650 (5)10dx1'/2" EA. END TYPICAL WALL FRAMING NOTES:- ROOF SHEATHING, 6-MAX TOP PLATE PER PLAN 4'-0", MIN.
ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 USP MTW12 1195 860 (7)1Ddx11/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS Lou Pon tigo and
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 1 100 +15.5 -17.0 1 +15.5 -19.0 11 (1 6'x7') -17.0 USP HTW20 1450 1245 (12)10dx1'/2" EA. END
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL-\ HEADER ARCHED TRANSOM OPTIOND 420 Osceola Avenue
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ::: 2x SPF DIAGONAL BLOCKING
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 ROD TO FTG. 3. USE SYP#2 FOR ALL I ------ -1 DROPPED FASTENED w/ 3-0.131"x,3" jax. Beach, Florida 32250
DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d TO HEADER HEADERS :U HEADER EA. END TYPICAL. Ph.242-0908 Fax. 241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD TO FTG. SHEATHING MAY EXTEND 2' FL:CA# 8344 SC:CA#3579
PAST BLOCKING- WINDOW
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 4. ALL WALLS SHALL BE 1 00 ATTACHMENTS MUST
I
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/8"0 ROD TO FTG. BALLOON FRAMED FULL I -------- ARCHED SYP#2 HEADER,
WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/15"0 ROD w/ (1 2)16d HEIGHT TO ROOF OR FLOOR L-- - ----J FASTEN LOWER STUD TRANSOM PER PLANS' ANCHOR INTO 2x MATERIAL.
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5/ 110 BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS TO TALLER STUD w/ OPTION JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 ROD w/ (12)16d PLAN. BRACING By OTHER 2-ROWS OF 10d COMS-",,,,,". SEE RIGHT KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 (5)1/.%2-�/� TAP--ONS 0 12" 0.C. WINDOW SILL SEE SEE PLAN
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 5.) FASTEN BOTTOM PLATE OF SCHEDULE
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR 411101
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPIC&_MLE FOR SILL SIZE AND AT TWO STORY CONDITIONS, VI J.
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/10d MASONRY CUT NAILS 0 \\-TYPICALLY %* FULL PLATE NA]Ub&- CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING 00
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH END "�:
a a 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.1310" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL CEINS
IMPORTANCE FACTOR --------------- 1.00 UPLIFT FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, UPPER LEVEL POSTS & JACK %'*
---------------- 20.0 FT a CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) 0 2x4, ISTUDS
MEAN ROOF HEIGHT a SYP SPF (4) 0 2x6, 00
0.71461
ROOF PITCH ------------------- 7/12 (5) 0 2x8. SDWC15600 SCREW 3
A35 450 450 12-8dxl'/2" 10446.4 z
BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED SEE 8/SO.O
EXPOSURE CATEGORY --------------- B DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 INTERIOR B AT SHEARWALLS AND-\ PT. SPF#2 It
STUCCO FINISH SOLE PLATE S STATE IDF
SEE C & C CHART H8 620 530 5-10dxl'/2* EA. END 11470.3 SEE PLAN FOR S D SIZE ia; -.0
ENCLOSURE CLASSIFICA11ON ------------ENCLOSED % 'P
ABOVE FOR 'a' DIMENSION MTS1 2 1000 860 7-10dx11/2" EA. END 10456.3 AND O.C. PACING. A A A A A A 1�t#.-*
INTERNAL PRESSURE COEFFICIENT ---------- ± .18 WALL SHEATHING OR 0-0
11 17' 41
HTS20 1450 1245 24-10dxll/2" EA. END 13872.3 CONTINUOUS B OCKING SEE DETAIL 1/SO.1
V . 4 C r rmL
'0 FOR SPLICING FOUNDATION, SEE PLAN. s t o
c- MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR 1,YSTEM 16d COMMONS
MATERIAL SPECIFICATIONS oil Ir Of WERE POST IS BOVE. OPTIONS 8" 1/2 1 --L P WTI
MSTA36 2050 1870 13-1 Od EA. END 13872.8 0 8" O.C. MAX. MIN'- SOLE PLATE ANCHOR*
L - -1 WALL FRAMING AT WALL FRAMING AT
HARDWARE AND ANCHORS: 18-16d TO TRUSS/BEAM FLOOR SHEATHING. PLATE CHANGE CONDITION RAISED HEADER CONDITION. FROM SOLE SEE SCHEDULE ...........vv""'
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH (NOT ACTUAL PLAN] HTT4 3480 3080 1-%"0 ROD TO FTG. 11496.2 8d 0 3" SEE SPECIFICAT&IS PLATE BREAK E�ISIIONS DATE')II
ASTM A 307 OR ASTM F 1554 GRADE 36. WW ----1 -1 BUILDER MAY CHOOSE EITHER THE DROPPED
32-16d TO TRUSS/13EAM HEADER COND11ION OR RAISED HEADER CONDITION WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). DROPPED HEADER CONDITION
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-%"0 ROD TO FTG. 11496.2 -------
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO TYPICAL WALL FRAMING
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 6-10d TO HEADER 10655.113
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-1 Od TO JOIST X%6" SIMPSON TITEN HD
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM. HOLES SHALL BE '/." FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER w/3X3x0.229" WASHER SEE SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 10531.36 SCHEDULE FOR SPACING Q&HOLD DOWN
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST
THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT ABU44 SYP#2 DBL SEE 5/S0.0 SEE 1/S0.1
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. 2200 5/."0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE BUTT JOINT
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/."0 ROD EPDXIED 6" MIN 10849.6
EPDXY.- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILI TIES* BLOCKING ONLY REQUIRED_/ 2' 2'/'-' rRIELID ALTERATION
REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/SO.1 CONTRACTOR SHALL CONTACT LOU
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11 49A.-4 FOR SPLICING 1 0 a ASSOCIATES PRIOR TO
6 3
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"0 ROD TO FTG. OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
LSTA12 805 695 10-10d 13872.5 FULL HEIGHT 14 THREADED ROD 10 V-00" 61" SHEATHING FROM THE INTENT OF THE ORIGINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY EPDXIED 4*w/3X3xO.229" PT. SYP#2-/ k CONSTRUCTION DOCUMENTS.ANY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING -.1 SILL PLATE MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
TO BE WASHER SEE SCHEDULE BEING APPROVED BY LOU PONTK30
GENE0 A CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
RAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOR BEARING SOLEPLATE BREAK WHERE REQUIRED BY ADDITIONAL ENGINEERING OR
TOP PLATE WAU.:-$EE SCHEDULE 11TEN HD GENERALNOTES. INSPECTION FEES.
FOR STUD SIZE EPDXY ANCHOR ANCHOR OPTION
FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING. OEMCK
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD WALL SHEATHING TO . . . .. . . . . .
SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . . .... . . . . . . . .
SOLE PLATE
ROOF SHEATHING SPECIFICATION& RAISE )6" FROM EXT. WALL SHEAR.! WASHER EMBEDMENT EDGE SUPPORTED EDGES,
'j*S
5ftibLQLL- MIN. 7/11;", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6- O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- O.C. WITHIN 4'-0- OF ROOF EDGE). SEE DETAILS SEE DETAILS ANCHOR 0"o GENERAL NOTES
8d 0 Y BOTTOM OF SOLE SPACING SPACI' t2wMc- DEPTH DISTANCE
ON S1.O ON S1.0 PLAN ANDFASTEN TITEN HD 48" 24" 3x3&�mo' 2"
BLL - MIN. 15/32- 32/16, APA RATED PLYWOOD 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 ROOF EDGE). w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED
r-- -1 F- EPDXY 48" 24" 300.2290 4" 2" (UNBLOCKED) PANEL EDGE-�-
WALL SHEATHING SPECIFICATIONS* MAS 48- 24" N/A N/A /A (TYPICAL)
41
FLEXIBLE FLNj5jj-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL-L SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE AND 6' O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UFPER TOP PLATE.
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. NOTES:
Ln
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS'A'A�' *, JACENT To NAILING TO INTERMEDIATE
o. mt AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L--------J L-------- L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.-"'. -ROOF
STUCCO FINISH-MIN. 24/16, APA RATED OS8 OR PLYWOOD STRUCTURAL 1, SHEATHING, FASTENED w/ 8d 0 600 E I I (LION) TRUSSES, OR Uj
2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS.
MASONRY SPECIFICATIONS: SINGLE STQ�Y MULTY STORY 4" PLATE WASHER, A 3
MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE Wtq� AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTIVI C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"XY DOX3*X'/. 1'/,"0 ROUND
2000 psi PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 1 UMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALL SECTIONS SOLE PLATE ANCHOR DETAIL SCHEDULE ROOF AN D FLOOR SHEATHING NAILING
/003
CONCRETE MASONRY UNITS (CMU)p \SO.O/ SCALE. 3/4" 1*-0* SCALE: 3/4" V-0"
CMU SHALL BE IN ACCORDANCE WITH 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 7 \z Oj U Uj
REINFORCEMENT IN 5'-0' MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0
z
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E. E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 1/2- 0 .-
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING,"WHIERE-PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT
ROW:'OF 10d
WITH - #4 0 4'-0- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CON11NUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR - O.C.
NAILS 0 8
DIAMETERS INTO EACH ELEMENT. AT STEMWALL 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 STAGGERED 0 n
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON BEAM. 2x4 BLOCKING
SDWC1 5600-�-, 3 PLY BEAM. 04 04 024" O.C. FASTEN
0
CLAY MASONRY (BRICK�_ SEE ROOF '11<-2x4 MEMBERS: EACH END w/3-10dj
BRICK SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING (1) ROW OF 1 Od TOENAILS Uj
PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 04" O.C.
CONCRETE SPECIFICATIONS* DETAILS TO TOP OF TRUSS AS SHOWN.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI AT28 DAYS AT 12" O.C.
PROVIDE 2x4 BLOCKING 2x6 MEMBERS
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZONTAL JOINTS. EA. SIDE. (2) ROW OF 1 Od STUD BELOW
ROOF SHEATHING, SEE (3) ROWS 12d 4-10d
GENERAL NOTES* is-Olt SPECIFICATIONS BELOW. AT 12* O.C. V- NAILS 04"' O.C. LOWER TOP ]a\-
HEEL ;o STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
FOOTING AND FOUNDATION& PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES WALL INTERSECTION
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 ROOF TRUSSES. 2 3 PLY BEAMa 2x4 OR 2x6 POST ORTHOGONAL VIEW CONDITIONS
SUBSURFACE CONDITIONS. IF THE F001ING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SCILCOMPACTION AND FILL RIPPED TO FIT- OFCORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN C- I I I
FOUNDA11ON PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 6Y4- *4
FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK 44
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 ENGINEERED WOOD ENGINEERED WOOD
SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24*o.c 41 Go
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 048- O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 CORNER WALL INTERSECT10N
BAR DIAMETERS DETAILS SHEATHING MAY CONDITIONS CONDITIONS-
SIMPSON TERMINATE AT SIMPSON-/ SEEROOF 3-PLY
CONCRETE SLABS ON GRADEb TOP OF DBL. SDWC15600 FRAMING 4-PLY NOTES:
SDWC1 5600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEAN SEE NOTE 1 I+E TOP PLATE. SEE NOTE 1 0
TERMITES. SAWCUTS5 FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUITS THROUGH OUTSLAB CALL EOR FOR ALTERNATIVE METHODS. DETAILS 14m LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL
TYPICAL CONNECTION NOTES: 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
5" < HEEL < 1'-0" 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
WOOD FRAMING SPECIFICATIONS@ HEEL < 51 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR
SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD TRUSSIES* AT TOP PLATE TO STUD, SPACE 0 48- O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ROOF TRUSS CONNECTION INTERSECTIONS STUDS CONFIGURATIONS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND BUILT-UP MEMBER FASTENING
RECOMMENDA11ON FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.m AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER.
KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN
SDWC15600 SCREW. SDWCSCREW
ROOF COVERING SPECIFICATIONS: TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY NTH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURERS REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CPJTEPJA
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLYWITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
THAN 4'-6" FOR GABLE ENDS.
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE:
SDWC1 5600 SCREW AND
WATERPROOFING: NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
TH AN 4'-6" FOR GABLE ENDS. GENERAL
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PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK SDWC SCREW 0- NOTES
STUDS SEE PLAN- 24" O.C.
CONNECTION STUDS SEE PLAN
INTERIOR LOAD BEARING WALL
MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL DO NOT SCALE DIMENSIONS FROM
TO TYPE N All LS E.E. PLATES SEE\ THESE DRAWINGS.IF A DIMENSION 6
GABLE X-BRACE, SEE DETAIL IO/S2.0 SCHEDULE PLATES SEE
P PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L 31/2 x 31/2 x 1/4 4 60-Ow (MIN) HEAD QR SILL 2X6 WALL UNCLEAR REFER TO THE
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L 4x 31/2"x 1/4 6" 80-010 HEADER SUE, JACK AND KING STUD SqHEDULE ARCHITECTURAL DRAWINGS OR
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW- -ROUGH OPN'G, SEE ARCH TRUSS TO PLATE:
L 5 x 3/2*X/4 60) 10'-Oft ---------- HIDDEN LINE DESIGNATES SIDE OF I ROUGH OPN'G, SEE ARCH SDWC SCREW
WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dxlX"
L601/2"Xl/4 60" 12'-0" NAILING: SCH
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS ATTACHMENT CAN BE INTERIOR OR CATALINA
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6" SW TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLATE EDULE NAILS EACH END. STRAP PLAN NAME
6"t 16'-0 8d63*/6* DESIGNATES 8d COMMONS 0 3" r
L 7 x 3/2"X/4 O.C. EDGE & 6" O.C. *IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. DESIGN/DRAWN/CHECKED
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIEW SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ PLATE TO HEADER: CS / RD /LAP
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT W 0
ADJ ADJACENT LG Long JACK TRUSSES LESS SDWC SCREW 0
RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STORY r -Ell ! 24" O.C. DATE
1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS--� FOLLOWING: GABLE ENDS OR
JOIST/TRUSS TO PLATE BM BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS
TOE NAIL (2-16d) 3-GUN NAILS 2X4 WALL
PAINT. :zzzz� WEATHER BOT - BOTTOM MONO - Monolithic WALLS THAN 3'-61# 07.21.15
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC On Center HEADER FASTENING SECTION
TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
JACK RAFTER TO HIP BE LATERALLY SUPPORTED NOT TO DBL DOUBLE PERP - Perpendicular A -Fm A I i KING STUD TO FRAMING BELOW: ASNOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-/4x3'0 WD. DIA DIAMETER PRE ENG - Pre Engineered %-' ..� : ..1. " k CS18 STRAP W/6-10DX1)!r LPA No.
LINTEL
SCREWS INTO HEADER PROVIDE A '/2" EA EACH PSF Pounds per Square Foot -'z
FACE NAIL 16dO 16" O.C. 0 EDGE EACH END. STRAP ATTACHMENT CAN BE
CONT. HEADER, TWO PIECES ATTACHMENT NAILS
VERTICAL SLOTTED HOLE FOR SCREW. EE EACH END PSI Pounds per Square Inch STUD OR2 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-15-00394
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR ENGINEER OF RECORD PT - PRESSURETREATED 0'0 X1 0
3. BRICK VENEER ATTACHMENT: EQ EQUAL QT - Quick Tie SOLE PLATE CONNECTOR 'LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN- STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24- O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6* OF PER SCHEDULE AT LOWER LEVEL HEADERS-A.- w/8-10d COMMONS GABLE ENDS OR
TIES 0 12" O.C.. (FOR 11Omph FLASHING FBC FLORIDA BUILDING CODE SF - Square Fact JACK TRUSSES LESS .5437
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (1 6d 0 16-) GUN NAIL 0 8" HEADER, STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY THAN 8' OR OPENINGS LESS SHEET
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY MULTISTORY
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT FOOT SYP - Southern Yellow Pine (STACKED W1 THAN 3'-6" FILE C"Ci,?y
3"xO.131"O = GUN NAILS 2*xO.l 13"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/je"O WEEP FTG FOOTING THRU - Through (UNSTACKED WNDOW51
Typical TY
HDR HEADER TYP - r8 PICAL HEADER STRAPPING
2 xO.131-0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION \11EW HORIZ - HORIZONTAL UON - Unless Otherwise Noted
2"xO.113"O = 6d 21/ S000
YxO.148"O = 10d 3/2"'xO.162"0 = 16d FLASHING. OF BRICK UNTEL LBS POUNDS VERT Vertical
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2x6 SYP#2 BLOCKING 13ETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE w/ 10d 0 4" O.C. WALL SHEATHING
PLATE w/ 10d 0 3* O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
-4- TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16
7-NAILS AT EA. FRAMING INTERSECTION.
600 (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER
AT SHEARWALLS AND - ------- PLATE BELOW TOP PLATE Lou Pontigo and
STUCCO FINISH P RCH SHEATHING,
5-8d COM S E SPECIFICATIONS HEADER PORCH Associates, Inc.
EACH SIDE -4-! EHD- 61
16d COMMONS OF SPLICE 16d COMMONS B LOW 8-GUN NAILS- *1 HEADER,
0 8" O.C. SHEATHING SPLICE 0 8" 0.C. 2x4 SYP#2 HORIZ. BRACING 0 0, SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT jax. Beach, Florida 32250
PORC PARALLEL. FULL HEIGHT-- DETAIL 8
& FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. I\-(2)MSTA24 TT2Z Ph.242-0908 Fax. 241-9557
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.13lx3" NAILS PERPENDICULAR I STRAPS ANCHOR ORD -%%- �[ -4-1\\ MIN. (2)2x4 WOOD
HOLD DOWN AT FL:CA# 8344 SC:CA#3579
BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WALL 14-L BASE OF POST BELOW. & (1) ADJ. WALL
SZ. OPTION A TO PORCH HEADER.
FLOOR FLOOR OF SPLICE TRUSS SHEATHING-\
EACH SIDE FLOOR
TRUSSES TRUSSES 24" 16 GUAGE POST BASE:
OR JOIST. OR JOI ST. 2x4 SYP#2 STRAP w/11- POST 24" 16 GUAGE 4x4 POST.ABU44 4-- STUD WALL FRAMING
SHEATHING SPLICE DIAGONAL 10dxlh" EA. END BELOW STRAP w/l 1- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING
FASTEN EA. 1 0dx%" EA. END LSTAl 2 FOLDED OVER TOP AT SHEATHING EDGE
END W/ DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS 00*010414*0
PORCH. CONTINUOUS OVER- TO BLOCKING 0 3" O.C.
INTO TOP PLATE & 5-10d *4
RIM BO 4
SEE PLAN
21 1
SHORTER THAN MAX 11 11 0 48" O.C. OMIT IF WALL
-Y4" OSB or PLYWOOD 11fL 194�
ARD Y4" 3-10d COMMONS PORCH HEADER, SLAB-\ 6" HEADER NAILS INTO BEAM. SPACE .71461
z FLOOR SYSTEM. ALIGN SHEATHING IS INSTALLED
WALL FRAMING-/ CEILING STRAPS MSTA24 ROD ROOF TRUSS
WALL FRAMING WALL FRAMING -Lill-
VERTICAL JOINTS WITH LINE ON FACE OF BEAM
STRAPS EPDXIED 6" MIN OR JOIST
SHEATHING SPLICE WALL SHEATHING J FOR PERPENDICULAR
INSTALL FLOOR TO $4 E OF
JOINTS PLAN ME PLAN \AEW OF ELEVA110N MEW OF \TRUSS CONNECTION
BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER 8-GUN SEE DETAIL B ABOVE
OPTION 1 OR 2 PORCH HEA R PORCH HEADER PORCH HEADER
AT SHEARWALLS AND N CONTINUOUS 2x6 SYP#2
EACH SIDE AILS
ATCORNER P AT POST AT POST J
I I LEDGER FASTEN NTH
OPTION 1 ANCHOR OR DTT2Z
STUCCO FINISH OF SPUCE OPTION 2 FULL HEIGHT 5-0.1310" EA. STUD. ;P/ONAOL"'
OVER LAP SHEATHING APA RIM BOARD OP11ON FLOOR TRUSS PARALLEL PORCH SHEATHIN3% SPECIFICATIONS* HOLDDOWN AT :MIN. (2)2x4 WOOD 8011111111111000
1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR op'n ON_a TO PORCH HEADER. DETAIL A Christopher J Sabourin P E
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS r3-"\TYPICAL PORCH BEAM CONNECTION 4 WALL ADJ. TO ROOF CONNECTION
Ul SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF
REVISIONS DATE
\,so.i,/ AND WALL SHEATHING AND STUD FRAMING.
�01
SEE DETAIL 5/SO.l FOR
DIAPHRAGM ATTACHMENT
NAERE 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. RELD ALTERA-n
TRUSS. BOT. CHORD w/ 0.1310" 0 3" O.C. ROOf 11/-0 &NI r ��E)
2x4 SYP#2 CATS AT 12" ,,,,-ROOF TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. TRUSS.--'\ it-----------t ----------t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP-- SDWC 15600 ----------- -----------4 G11 I PONTIGO Ek ASSOCIATES PRIOR TO
SHEATHING FASTENED TO MAKING ANY STRUCTURAL FIELD
PLATE w/ 4-0.13lx3" -0 32" O.C. IV U U MODIFICATIONS WHICH MAY VARY
COMMON.� MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS FROM THE INTENT OF THE ORIGINAL
SHEARWALL CONSTRUCTION DOCUMENTS.ANY
16" MAX. BEING APPROVED BY LOU PONTIGO a
FASTEN CATS EACH END wl SHEATHING ASSOCIATES MAY RESULT IN
SYP#2 CONT. ATTACH OSB WALL D C C
TOP PLATE AND TRUSS ADDITIONAL ENGINEERING OR
3-0.1310" COMMON TOE NAILS w/ 0.1310" 0 3" O.C. EDGE OF INSPECTION FEES.
2x MAY OVERHANG TOP PLATE. SHEARWALL-/ C
SHEARWALL OR SHEARWALL M4-9.-
EXTERIOR WALL 8d039P Z61' SW 8d ROUGH OPENING, SEE ROUGH OPENING, SEE ----1_1 L-1-i I I
ALTERNATE A ALTERNATE B ALTERNATE Q ALTERNATE G PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2-CS161
UP TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
"/Igm OSB DIAPHRAGM. FASTEN ROOF FLOOR D 10d 04*0.C. FLOOR SW SdO /6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED z
TRUSS.
(a)-
TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS -29 ONN STUDS M FOUNDATION END STUDS M FOUNDATION
0 3" O.C. FASTEN TO TOP-- LEDGER FASTENED TRUSS. 15W 8dO3/6: HTT5 OR HDU5 8dO3/6: HTT5 OR HDU5 HEADER DOWN CWN ECTION HEADER UP CONNECTION 0
7/ OSB TRUSS WEBS WITH-___ CONNECTION CONNECTION
PLATE w/ (2) ROWS SOLE PLATE ANCHORS SOLE PLATE ANCHORS UPLIFT CONN
UPLIFT CONNECTOR
OF 8d 0 3" O.C. BLOCKING w/3-0.1310" r5HEARWALL NOTES: TEE SCH--_DULE ON DETAIL 3/SO.O E SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT
EL FLOOR COMMON. 1. AT ROOF TRUSS, (A
2x4 SPF FRAMING TT I E>C3 C ONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP &'tkPT A LS18 0 32" O.C.
SYP#2 2x4 NAILER FASTENE ALL AROUND CHOOSE A,B,C.D, OR G. 1. PROVIDE 34e OSB SHEA-HING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN 8 SEE PLAN ui
TO TRUSS BOT. CHORD wl FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12- PROVIDE 2x BLOCKING AT kLL PANEL EDGES. C (1)MSTA24 STRAPS
(2) ROWS 0.1310" 0 3* O.C. 3-0.13NY NAILS 0.C. FASTENED TO TOP r C (2)CS16 STRAPS
INTERIOR 19' USE ALTERNATE A.
PLATE w/ 4-0.13lx3" AT EXTERIOR WALLS 2. PROMDE A MINIMUM OF 2 SIWD
SHEARWALL. EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE"TLAN D FULL HGT THREADED ROD SEE PLAN
SW 2 SHEARWALL OR COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE N\(U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
\-5-16a**AILS EXTERIOR WALL IRUSSES. I
ALTERNATE Q ALTERNATE E (TYPIC I AL) ALTERNATE F USE ALTERNATE FASTEN ALL INTEMOR TO ROOF OR FLOOR TRUSSES PER 5/SO.l U LU
& F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BEOW SHEARWALL PER DETAILS ON S1.0
LISS ATTACHMENT z
tl� TYPICAL S ELEVATION MEN 7 HEADER TIE QQWN
SHEARWALL ATTACHMENT AT ROOF Et FLOOR \,SO.1,/PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. IS DETA It Y''APPLIES MIEN NOTED ON PLAN
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8d COMMON NAILS L 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE 8RACING NOTES SPECOCAln'ONS V)
AT 3" O.C.(TYP) ROOF NAILS (T�P.) L2x4 SYP#2 OUTLOOKERS TRUSS BRACING
0 24* O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN TRUSS FOR T-BRACE SHALL BE lx4 SYP#3
WALL STUDS WALL STUDS EACH END w/3-l0d_/ H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
M%11%11 (4) TRUSSES APPLIED 2.)BRACING WMBER SHALL INTERSECT
2xl2 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (LION)
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW R
w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRA
ROOF SHEATHING COMMONS TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. D TRUSS ENGINEER. Uj
3. PERMANENT PERMANENT BRACING
V 2X6 WERE NOTED ON TRUSS MFR. SHOP z
ROOF TRUSS-/ ROOF TRUSS ANGLE BRACING APP
SIMPSON H3 w/ 10-8d COMMON Is BRACE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATTACH].-A DBL. SYP#2 LEDGER U NAILS FROM RAFTER TO LEDGER THESE STRAPS 11 11 PROVIDE lx4 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 REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
BLOCKING MEN OVERFRAME CHORDS AND ATTACHED TO EACH
A-SINGLE LEDGER B-DOUBLE LEDGER ALE TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 Q& CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/lOd COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VER11CAL ROOF MEMBER. BETWEEN OVERFIRAMING RAFTER 0 6" ON-CENTER /-GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 101 AT END WALLS PROVIDE DIAGONALS
REACTION LEDGER SIZE & NAILING REAC11ON LEDGER SIZE & NAILING AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. (APPROXIMATELY 457.) TO THE 0
0-775 2x6 w/ 5-0-1310" 1850-2345 2x8 w/ 6-1/4"OxV SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL--- ADJACENT EXTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.13lx3" 2346-3125 2xl2 w/ 8-1/4"OW SDS SCREWS BLOCK TO DBL TOP BRACE 1§-NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U
1251-1540 2xlO w/ 10-0.1310" FPLT W/ 2-H2.5T AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.13lx3" CONSTRUCTED OF THE SAME BRACING
PROVIDE SOUD SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT
NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, ..... . K-FROM BOT. CHORD OF TRUSS I BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING 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 ROOF DECK PER GENERAL NOTES. 8-1 Od LSTAl 2 0 48" O.C. QR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM-
CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL
SDWC15600 0 36* O.C. OMIT IF
9 DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING PERMANENT TRUSS BRACING
E E E T'ON W14EN rio SHEATHING OVERLAPS GABLE 12' MIN FRAMING
0 SCALE: 3/4" l'-O"
\,S0.1,1 I,OTES: 1. SPACE GABLE END BRACING 0 4'-6- MAX.
%wftwow \�.�l MIN 2 PLY STUD MIN 2 PLY STUD
EC�N By TRUSS SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.
OT
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T US OT S 0 CL ITY
ENGINEER N HOWN F R AR 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUD� IN LIEU OF 2 STUDS
DETAILS
ITS ACCEPTABLE ITS ACCEPTABLE
TO SISTER A TO SISTER A GIRDER TRUSS GIRDER TRUSS
FULL HEIGHT MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM OR BEAM
WASHER PLAN I Ilt 11MI
ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- 10-
NA,
FOL D OVER TOP PLATE (2)MSTA24 STRAPS
N 0.1310" GUN 0.1310" GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR " . (2)MTS12
DOUBLE FULL HT. SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d HDU5. FASTEN NAILS (2)MTS12
SOLE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 0.
UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I A _�&_ I I )M
CONNECTOR SIMPSON DTT2Z 1. . .1 0 NOT SCALE DIMENSIONS FROM
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I W1 r THESE DRAWINGS.IF A DIMENSION IS
PLATE TOP PLATE, PROVIDE A 2"X 2*x W STEEL WASHER. I UNCLEAR REFER TO THE
SEE PLAN W/8- A*Xl)�*
WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 SDS SCREWS 0 SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT (2)H2.5T (2)H2.5T CONTACT THE E.O.R
LTT208 THREADEE
MINIMUM 2 PLY ROD
ROD
FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM STUD �* THREADED ROD WITHIN 6" OF MINIMUM
EPDXIED 4* MIN OR GIRDER (SEE PLAN) PLAN NAME
THREADED ROD PROVIDE A HOLE IN THE PLATE %* LARGER THAN THE
2 PLY 2 PLY6:� AT 2ND STORY
TURN TITEN HD THREADED
DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY
SEE PLAN ELEVAMN STUD 0 00 x6" TITEN HD STU STUDS PROVIDE CATALINA
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS -COUPLER TIGHT STUDS PROVIDE ROD EPDXIED THREADEDROD
2 CS1 8 STRAPS
(SIMPSON CNIW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 7.5" MIN Do L�L L
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE I CS1 8 STRAPS /EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED
(OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AT BASE OF STUDS XxV TITEN HD _Jr dr� (FLOOR TO f��OR) CS / RD /LAP
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) MINIMUM it
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (%"x6V') 2 PLY HOLD DOWN SEE PLAN DATE
AVOID CONFLICTS NTH FLOOR AND WALL FRAMING.
TW NUT AM% 7HE UPPEMKIIST PLATE WIIALL W SIMPSON DTT2Z /-STUD ROD = DTT2Z 07.21.15
FULL HEIGHT ANCHOR INSTALLATION CHART SECM OVOt THE WASM TO A SLV IWT //-w/8- )4"x%" HTT5 ROD = HTT5 SCALE
FLOOR CIMMM P= CK-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP POST,- BUILT-UP POST.-
WENCH (A1111PROMMAYMY 30 FT.-M OF MWA4
FRAMING SEE PLAN. SEE PLAN. AS NOTED
THREADED @ DLIE TO 9*W*(AGE AND OF BUIUM
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE C"ACMFIS SHALL RE-=HTW NUT TO 30 LPA No.
THREADED ROD-- - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF TOP" AFTER ALL TRADES ARE
SEE PLAN PER PLAN. 3/8 V,no 14"o 2x2x'/s 4" 4" 2" 1 3w COMPLETE AND PAW TO IINSULAIM. TOLL-15-00394
EMBEDMENT 5/8 ;Y4"O 3/4"0 7.5" 12' :2N' 3 EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTTS or HDU5 D172Z LTT20B CONTROL No.
DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE ECIR OPTION 1 OPTION 2
MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT M CONVENTIONAL .5437
FULL HEIGHT ANCHOR REOUIREMENTS FULL HEIGHT ROD FULL HEIGHT ROD SHEET
WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT ROD ALTERNATE FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL GIRDER / BEAM STRAPPING
rl 2 FULLHEIGHT WOOD FRAME WALL ANCHORING SYSTEM /0*13� ATTACHMENT MEN 16 Soo]
THIS DETAIL ONLY APPLIES NAEN NOTED ON PLAN \Z-�l ALTERNATE SO.1 THIS DETAIL ONLY APPUES WHEN NOTED ON PLAN
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OVERLAP SIDEWALL OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE TOP PLA.TE. ALWAYS PLACE
TOP PLATE HEADER AT
HEADER AT TOP OF ROUGH
TOP OFROUGH OPENING RATED ROOF
OPENING SHEATHING. 7Ary 2x4 HORIZ.
C
5/a"O THREADED ROD X-BRACE MEMBER
GARAGE (2)MSTA24 DIAGONAL TAtr- 7-N7-
m
HEADER . . . . . . . . . . . . . . . . . w/3x3x/4" PLATE . . . . . . . . . . . . A
ALWAYS PLACE . . . . . . . . . . . . . . . . . T.R. . . . . . . . . . . . . . . FULL HEIGHT V IN,I-,1�1 (30-16d \12d NAIL/S/0/ PERP.
GOAL POST. FASTEN TO STUD . . . . . . . . . . . . . . . . . . . . . . . . . THREADED ROD--,,j J�0�/O EA. A A BLOCK 3 (TYP)/ TRUSS
(ONE IN SIDE . . . . . . . . . . IN . INTO TRUSS--N,,,
HEADER AT PACK WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . . 1/2" ... . '--,,0 �, ,VERT. X 4-16d BOT. Lou Pontigo and
TOP OF ROUGH RING SHANK NAILS 0 12" D.C. . . . . . . . . . . . . . . . . WALL) MAX (TYP.) BOTTOM CHORD. Associates, Inc.
OPENING -0 CHORD.
/,�2)20ga STRAPS IN 1�1
TEXTEND HEADER TO 1-1 1-1
NLAULR TO JACK ATTACH GARAGE DOOR THRU -EXTEND HEADER TO FAR SIDE OF WALL �_A 11� 420 Osceola Avenue
(2)2x6 KING STUDS — UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 6 AS SHOWN. IN, t BLOCKING
H TT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 (2)2x6 �PF 2 AS SHOWN. 0 IN 4-16d 12d NAILS 0_/ wl 12d MAILS Jax. Beach, Florida 32250
(2)2x6 JACK STUDS — THREADED ROD SUPPLIER JACKS 4'-O'*x4'-Om PIECE OF WALL (TYP-) 3- O.C. (TYP) Ph.242-0908 Fax. 241-9557
EPDXIED 12w N 6 ra A 0 3" 0.C.
4'-O"X4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER
AND (1) lo F L:CA#8344 SC:CA#3579
KING. SHEATING INSTALL AT UPPER SHEARWALL QR
HTT5 W/ 5� � HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER B 11. IN.
CORNER 1" BELOW GARAGE HEADER L JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A MITER GLASS
(2)2x STUD CORNER---\ THREADED ROD 0 ON EXTERIOR STUD (TRIMED AS DETAIL A THREADED ROD AND (1) SHOWN) y HEAD FRAMING.
EPDXIED 12" EPDXIED 12" DETAIL B
o p SHOWN) KING.
P.T. SOLE PLATE--, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS
S I SHEATING TO HEADER wl Bd COMMON Q& GALV. BOX NAILS *%I$
GARAGE SOLE PLATE HTT5 w/ HTT5 w/ FASTEN IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING SHEARWALL X-BRACE pl�efi J.
FLOOR THREADED ROD IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. FRAMING. DIAGONAL ago sn
ANCHOR %" THREADED ROD 000811 00 4
EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. PERP. **4
EPDXIED 12" NS" . 0
SOLE PLATE TRUSS 2x4 HORIZ. 4 4�' 6_1 qr�
f ::t
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS BOT. MEMBER
ANCHOR GARAGE WING WALL SECTION A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS
.7
THICKENED SLAB EDGE CHORD. Q
61
AT GARAGE OPENING. A. PROVIDE 2x4 SYP#2 UPRIGHT FROM TOP TO BOT. CHORD a
'EMBER
JL
2d NA /
S
31_(Typ)/
2x BLO
NAILS 0
KB
6x6 POST WITH ABU66
54"o THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN OF TRUSS AT EA. X-BRACE (IF VERTICAL IS NOT PRESENT)
W/ 5/8' THREADED ROD a TIC)
NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER.
EPDXIED 12" MIN. B. 2x4 SYP#2 HORIZ. MEMBER w/ 16d 0 4" O.C. TO BLOCK E OF Q-.
2x4 BLOCKING
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. BELOW. MEMBER LENGTH SHALL BE AT LEAST 8' BUT NO
QUICK TIE SC35F RIO
LESS THAN THE LENGTH OF THE SHEARWALL. w/ 12" 0.C.
GARAGE WING WALL ELEVATION SHEARWALL Q& A"Al
C. 2x4 BLOCKING BETWEEN TRUSSES ALONG TOP AND BOT. MITER GLASS
CHORD, w/ 4-12d TOE NAILS EA. END (TYP) lattO
HEAD FRAMING. Christophe'r'l)"IS11abourin P E
DETAIL A FL PE#71461
...........
KOO-0-ISIONS
GARAGE HEADER FRAMING MEN 2 GARAGE PORTAL WING WALL WHM 3 GARAGE WING WALL FRAMING LESS THAN 12 r4 LATERAL TRUSS X-BRACING
SO.2 0 0.2 THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN DETAIL ONLY APPLIES WHEN NOTED ON PLAN 1-.,�2 SCALE: 3/4" 1'-0"
FIELD ALTERA71710N
CONTRACTOR SHALL CONTACT LOU
4 0 0 0 0 KING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
STUD TO TOP PLATE* FROM THE INTENT OF THE ORIGINAL
SDWC1 5600 SCREW. 0 CONSTRUCTION DOCUMENTS.ANY
0 320 O.C. ROOF SHEATHING PER FIELD ALTERNATIONS MADE PRIOR TO
CONSTRUCTION SPEC's STUD TO TOP PL BEING APPROVED BY LOU PONTIGO a
1-MTS12 STRAP ASSOCIATES MAY RESULT IN
0 EACH RAFTER SDWC15600 SCREW.-' ADDITIONAL ENGINEERING OR
1 Od COMMONS 1/2"xlO* S.S LAC BOLT 0 32" O.C.
2x6 SYP#2 LEDGER ROOF SHEATHING PER STUDS TO TOP PLATE TUD TO BOT PLATE: 0 6"o.c
w/3-#8xWj" WOOD CONSTRUCTION SPECs SOT PLATE TO TRUSS DWC1 5600 SCREW. SPLICE 2x6 x 4'-6" P.T. SYP NO.2
SCREWS 0 16*0.0 2x6 SPF#2 RAFTERS Y4*x4)f' LAG SCREW--,, 32m O.C. 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF
ALIGNED w/ STUDS WITH ROUND WASHER 0 24"o.c TRUSS 0 24" O.C.
AT EACH FLOOR TRUSS 2x6 SYP#2 LEDGER H2.5T
w/2-1/4"W SDS z
SCREWS 0 16*o.c
2x4 SYP#2 LEDGER PRE-ENGINEERED 0
W/2-#8x3V' WOOD-, �'� 5-10d NAILS WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING 11
SCREWS 0 16"O.0 12d COMMO RIPPED TO FIT dbT- ELATE TO FRAMING
6x6 POST SEE PLAN (2)H2.5T WIRE NAILS WITH GAP SHOWN BELCNLCS180 32" O.C.' Uj
0 4" O.C. 0-
1-H2.5T 0 2x4 SPF#2 JOISTS <
0 320 O.C. 3-10d TOEN RAFTERS.
3TUD TO BOT PLATEo 4x4 HORIZONTAL LEG STAGGERED 1 x4 T&G
EACH JOIST ALIGNED w/ RAFTERS BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE WC15600 SCREW. AILS BETWEEN
VxVV LAG SCREW EACH SIDE %N8" LAG SCREW
V4TH ROUND WASH CESSED
AT P*CH FLOOR TRUSS--"*\
ER ><
\\-ARCHITECTURAL N�l \,_4x4`DIAGONAL DOUBLE
WALL FRAMING BRACKET ��__WxW LAG SCREW TOP PLATE Lij
SEE PLAN RECESSED
SHEATHING MAY
VERTICAL \-TERMINATE AT
TOP OF DBL.
TOP PLATE.
ALL EXPOSED METAL ALL EXPOSED METAL
CONNECTORS AND TRUSS OR BEAM PARALLEL TO WALL ABOVE CONNECTORS AND
FASTENERS SHALL FASTENERS SHALL
BE STAINLESS STEEL BE STAINLESS STIEEI_ RAFTER TAIL DETAIL Uj
WALL STRAPPING DETAIL
SHED ROOF BRACKET DETAIL WALL STRAPPING DETAIL r7 SHED ROOF - BRACKET DETAIL
1\�2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \Z2..2j SCALE: 3/4* 1'-0" SCALE: 3/4" 1'-0" NZ��SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
o LL1
WATER PROOFING & 0
HAND RAIL BY BUILDER V�
KING STUD TO TOP PLATE* 2x6 BLOCKING 2ND STORY EXTERIOR WALL.
SDWC15600 SCREW. -4-- OSB BLOCKING FLOOR SHEATHING
PANEL SEE PLAN. 0
SEE DE TAIL 8/SO.2 FOR 6x6 SYP#2 P.T. POST TO FLOOR
RAFTER TAIL FASTENING. TRUSS D02 SUPPORT ROOF LOAD ABOVE. SHEATHING
TRUSS w/4-HTS20 STRAPS
STUD TO TOP PLATE:
SDWC1 5600 SCREW. 2x12 RIMBOARD.
0 320 O.C. FASTEN TO TRUSS
SDWC SCREW 0 EACH
TRUSS N w/A35 ANGLE TRUSS. SEE "TRUSS
CONNECTION FASTENING DETAILS"
ON SHEET S1.2 MISC
HEADER TO BY TRUSS
1-MSTA24 ENGINEERS. FRAMING
2x4 SPF#2 WALL 0 16" D.C. DETAILS
TOP & BOTTOM PLATE TO
STUD w/ SDWC15600 032 TRUSSES BELOW
QOT PLATE M AMING O.C. BOTTOM PLATE TO EACH NON-STRUCTURAL
RELOW CS180 32" O.C.- TRUSS w/SDWC15600. BRACKET + TRELLIS
FRAMING BY BUILDER.
TRUSSES BELOW
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
X
DIRECTLY BELOW PONY ARCHITECTURAL DRAWINGS OR
WALL, FASTEN BLOCKING TO
TRUSS w/ 4-10D TOENAILS. PLAN NAMI--w-'�)
CATALINA
V V V
DESIGN/DRAWN/CHECKED
CS / RD /LAP
DATE
01.21.15
SCALE
VA*N 10 WALL STRAPPING DETAIL DORMER TRUSS SECTION DECK BRACKET AS NOTED
THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN lk_.�2 SCALE: 3/4* - 1'-0" SCALE: 3/4" = 1'-0* LPA No.
TOLL-15-00394
CONTROL No.
5437
SHEET
S092
SHEET 3 OF 9
SYMBOLS LEGEND
DESIGNATES FOOTING LINE rim in
DESIGNATES SAWCUT LINE
K"
CONCRETE STAND OFF PAD TO MATCH ARCHITECTURAL INTERIOR LOAD BEARING WALL
COLUMN DIMENSIONS. REINFORCE W/ #3 DOWEL BAR @
DESIGNATES SLAP RECESS
12x12 MASONRY PIER BELOW ACH CORNER. PROVIDE #3 STIRRUP 3" FROM TOP.
ARCHITECTURAL COLUMN ABOVE. TOP Lou Pontigo and
OF PIER IS 6" ABOVE PAVERS. CONNECT MONO TO 12" THICK CONCRETE BEAM OR TRUSS, SEE PLAN Associates, Inc.
REINFORCE w/2-#5 VERTICALS. 2)-C FOOTING W/ #5 @ 420 Osceola Avenue
STEMWALL w/2-#5x3O" 12 O.C. EACH WAY.
(TYPICAL 4 PLACES)] DOWELS EPDXIED 4 MIN. 30 P P-OPI i Jax. Beach, Florida 32250
4P $1 _0001 Ph.242-0908 Fax. 241-9557
S1.01 8P-811 2 V V F L:CA#8344 SC:CA#3579
>< 04%
> %
CONNECT MONO TO Pq d
ISOLATED NG 1 1*1
LO it �' I le �.v
I C:) ENS
SEE DETAIL 11/S1.01 STEMWALL w/2-#500 Sim 44k:
2
0
DOWELS EPDXIED 4 MIN.
S1.01
S1.01 I
L _J F2.0�
EOF
F2 5
%
10.6 RID
Sim % 8"8666,
AL.
40-8pp 4'-0 V 50-1711 CONNECT MONO TO X
.0, 1 :X
PAVERS STEMWALL w/2-#5x3O" X Christopher J Sabourin P E
I L2
BYOTHERS DOWELS EPDXIED 4" MIN. FL PE#71461
�Simj ^C-4 PROVIDE 2-#4x4 -C DA3�
N I I CORNER CRACK BARS Kop�719ONS
PROVIDE SAW CUTS PER /6\ 0 AT SLAB MID-DEPTH.
I S1.01
2/S1.0, BUILDER TO -�01 1.4- 1
COORDINATE WITH FINISH
PAVERS FLOOR MATERIAL. -LAI
*?r_2
-^NG
oer
BY OTHERS
SLIDING GLASS DOOR F2.0 NIU1100"
FRAMES MUST BE RECESSED 3 I-VI 4 P-9)1 v2p-79P L* rj'-2 1$-got 8 -3 4 -0$0 0 20 1-10$1
SEE ARCHITECTURAL PLANS V V J*
.0 - #4 rFIELD ALTERA-17ION
FOR LOCATON OF SLIDING 6 (0 10
F_ IF2.5 GLASS DOORS. S1.01 PONTIGO a ASSOCIATES PRIOR TO
� ___L MAKING ANY STRUCTURAL FIELD
_j MODIFICATIONS WHICH MAY VARY
I - FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
F2.0 FIELD ALTERNATIONS MADE PRIOR TO
% 0_' I.- Tj J2. >< ASSOCIATES MAY RESULT IN
ISOLATED FOOTING IF2 13)-vo X BEING APPROVED BY LOU PONTIGO a
w ADDITIONAL ENGINEERING OR.
SEE DETAIL 11/S1.01 z2t INSPECTION FEES.
r
f2
F79 T L
4- IHI 4 1 1 -7
% \X
_j
F F IF
S1.01 STAIRS S1.01 z
4" CONCRETE SLAB w/ BY BUILDER.
Slr--L-L
�01 FIBERMESH @ 1.1 LB
OF CONCRETE O� 6x6 1111,1013
WWF ON 6MIL VWOR B L Ijj
IN PREPARED GRA IF oi N V-01
PROVIDE 2-#4x4$_0
SAWCUT
CORNER CRACK BARS--- I
3.0
AT S I DEPTH.
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-1 UJ
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U0
CONNECT MONO TO
/-STEMWALL w/2-#5x3Q"
DOWELS EPDXIED 4" MIN.
114>< -I-J 0 0
tx
U-) _j L _j
7 7 7 7 y 7 T T Z=S- X
I%
7 _j
3
S1.01 S1.01
-JI
FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER.TO THE
ARCHITECTURAL DRAWINGS OR
PLAN NAME
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD CATALINA
TYPE LENGTH WIDTH DEPTH BOTTOM BARS ALL EXTERIOR WALL 48" 0.C. FOUNDATION PLAN DESIGN/DRAWN/CHECKED
CS / RD /LAP
F2.0 2*-Opp 2*-0" 1*-0" 3-#5 EA. WAY BOT. UNLESS OTHER NOTED SCALE: 1/4" 1'-0" DATE
F2.5 2P-6t* 2P-6" 1 9-0" 3-#5 EA. WAY BOT. SHEARWALLS 24" O.C. 07.21.15
F3.0 3*-0" 3$-Ott it-Ott 3-#5 EA. WAY BOT. (SW 8d*3 /6") SCALE
F3.5 39-6" 3P-690. is-Of$ 4-#5 EA. WAY BOT. PLTO 11 WHEN NOTED ON PLAN AS NOTED
F4.0 40-0" 4*-000 10-090 4-#5 EA. WAY BOT. SEE NOTE 2 LPA No.
F4.5 49-6pt 4P-690 is-010 4-#5 EA. WAY BOT. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-15-00394
1. THIS FOUNDA11ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.O CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 5437
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR
REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36" SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING
3,SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S100
P OCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
'7ilm I I Hf7m
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
—.4-
CORNER BARS (TYPICAL)
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR,
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
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN 420 Osceola Avenue
PERMANENT LATERAL __Isv-SLAB ON GRADE, 5100 SLAB ON jax. Beach, Florida 32250
-:4
SUPPORT DETAIL. 101 2
L 4 --N,-SEE PLAN. GRADE,
v .17 F L:CA#8344 SC:CA#3579
'97 SEE PLAN.
4
GRADE OR CONIC.
A—F
SLAB, SEE PLAN. ta, 8" CMU STEM WALL W/
#4 DOWEL TO MATCH VERT. SLAB ON
SHOWER PAN SLOPES TO DRAIN, SEE ARCH 4 7�7�-- #4 VERTICAL DOWELS @ 24 O.C. E
y STEMWALL REINFORCING (SEE 4 14
STEMWALL SCHEDULE PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. GRADE-
4
Uj 90' BEND INTO FTG.
SCHEDULE) w/ 6 HOOK INTO :i SEE PLAN
CMU 0 Cn
00
REINFORCING F4 FOOTING. LAP VERT REINFORCING
COURSES Of
25" IF STEMWALL IS GREATER
0
-0 F
L4
A,
po C) .<4 %
L-� 4 0 '�--"`�'
1 TO 6 #4 VERT. @ 48"O.C. THAN (3) COURSES. 0
7 TO 10 #4 VERT. @ 24"O.C. STEMWALL, SEE 11/S1 .0 CONTINUOUS CONCRETE 0"'
son
OR10 4
wk rtP
11 TO 12 ERT. 0 811O.C. CONT. CONCRETE FOOTING FOOTING
#4 V 3 CLEAR YONAL !10
1,11110—m
STEMWALLS OVER 6 COURSES TO 8"d x 16 w 1—STORY, w/(2)#5 CONT. T
HAVE TRUSS TYPE HORIZ. JOINT 9 C h r i s t o p h e r J Sabourin PE
REINF. BETWEEN EVERY OTHER 1 0"d x 20"w L.2—STORY, w/(3)#4 OR (2)#5 CONT. 10 0 X20" FL PE#71461
COURSE. FILL CELLS SOLID. w/ 2—#5 CONT.
ro ISK)NS DA
STEMWALL FOOTING �2 FOOTINC�-' W/ SHOWER RESESS �3 GARAGE STEM WALL
-�01 SCALE: 3/4" 1'-0" �.O 1 (IF REQUIRED) .�01 (IF REQUIRED)
�FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
STEP, SEE PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
ARCH. MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
(4" MAX.) CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
, /t----EQUAL TO SLAB INSPECTION FEES.
*1 THICKNESS.
#3 BENT BARS @ 7B @ SLAB RECESS
18" O.C. W/ 2 I—Opp
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS z
AND ANCHORAGE PER --\ (WHEN STEP IS GREATER ACCEPTABLE WITHOUT
CONSTRUCTION SPECS. THAN 20 to) 4- WALL FRAMING--\, INCREASE OF FOOTING 0
NG—\ SIZE.
24" MAX STEP SLAB ON 1 DEEP SAWCUT w/ SLAB ON GRADE, WALL FRAMI V)
W-7-77
GRADE, 2—#5 CONT.
0 4 SEE PLAN
TSEE PLAN. ELASTOMERIC SEALANT—\ I STEP, SEE ARCH. PLAN.---",, 15ZI, SLAB ON
Id 41: .d 4 4
--7-- 4. GRADE,
SLAB ON
i 4-4 -4
161. `-SEE PLAN.
4� / , GRADE,
77 00
SEE PLAN.
NOTES:
1) PROVIDE SAWCUTS TO CREATE Uj
APPROXIMATE 12' X 12' MAX. SQ. CZ
x16" THICKENED 2) SAWCUT CONC. SLAB WITHIN 4 TO
W/ 2—#5 CONT. 12 HOURS OF COqC. PLACEMENT. OPTIONAL_/ 8"xi 6" 1—STORY, w/(2)#5 CONT.
2" FLAIR 1—STORY, w/(2)#5 CONT.
Bplx20" 8"x16"
8 to x1 6'p W/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. 8"x20" J. 2—STORY, w/(2)#5 CONT.
w
V)
TALL MONO. FOOTING AT STEP—DOWN l000-�5 SAW CL,T 6' r7 MO
r4 SCALE: 3/4 to it—Opp DETAIL �-o i BEARING AT INTERIOR S1.01 NO. FOOTING AT STEP—DOWN
�-01 �-01
C) Uj
z
00
TYPICAL WALL FRAMING TYPICAL WALL FRAMING
AND ANCHORAGE PER AND ANCHORAGE PER
CONSTRUCTION SPECS. MATCH DOOR to CONSTRUCTION SPECS. TYPICAL MONO—
WITH, SEE ARCH. RECESS FOOTING NOTES,
r 1A SLAB ON PEE DETAIL 8/S1.01.j
4- GRADE,
SEE PLAN.
SLAB ON SLAB ON
zi PAVING 1>
z GRADE, BY BUILDER GRADE,
'c- SEE PLAN.
CONCRETE STAND—OFF PAD TO
12"x12" 1#5 CONT.
x -- d 44 A MATCH ARCHITECTURAL COLUMN WOOD POST IDETAIL 10B
< 00 PER PLAN. E.J.
:2 DIMS. FOR BOX COL. vi/#3 MATERIAL Go
HAIRPINS AT EA. CORNER & #
DETAILS
-- zi 3 TYPICAL ANCHORAGE
0 0 1—''- SLAB ON
N 'q- CLOSED TIE AT TOP PER CONST. SPECS. 4 ALT. FOOTING AT
BRICK VENEER V)
ALT. FOOTING AT GRADE,
SEE ARCH. PAVERSBY -- SEE PLAN. BUILDERS DISCRETION.
BUILDERS DISCRETION. T/PAD = HOUSE Ah .U A
FINISH FLOOR 'C- -:r OTHERS
#3 0 48 to o.c. OR DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
ROD CHAIRS (TYP.) UNCLEAR REFER TO THE
THICKENED EDGE Bpox8`1
4 ARCHITEC7URAL DRAWINGS OR
12 to 1—STORY, w/(2)#4 CONT. IIF DETAIL 10A d CONTACT THE E.O.R.
w/ 1—#5 CONT.
0o
to 3—#4 HOOKED
2—STORY, w/(2)#5 CONT. 23,
16 24 VERTICALS 8 O.C.
6 6 to x8" EXTENSION FOR BRICK CONCRETE FOOTING 8 ISOLATED FOOTING, REINFORCING, CA TALINA
SEE PLAN DESICN/DRAWN/CHECKED
LEDGE ADD 1—#5 CONT. (SEE PLAN) SEE SCHEDULE. CS RD /LAP
BRICK LEDGE DETAIL
DATE
MONOLITHIC EDGE FOOTING PAD AT BOX COLUMNS THICKENED SLAB ISOLATED FOOTING UNDER MONOLITHIC EDGE 071.21.15
SCALE
1\ -�01 SCALE: 3/4" 1'—0" S1.01 SCALE: 3/4" 1'-0" IN -�01 ��-o 1 AS NOTE:D
LPA No.
TOLL-15-00394
CONTROL No.
5437
SHEET
S1001
SHEET 5 OF9 00)
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
Sw 3 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 & JACK/KING STUDS NEEDED
FOR SUIPPORTHEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Assoc i a tes, I n c.
6S-1/1 JACK/kING STUDS NEEDED FOR
SHEATH CONTINUOUS SEE 3/S0.1 SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
PRIOR TO FRAMING FOR BEAM CONN. 0# BALLOON FRAMED WALL BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
BUMP OUT (TYPICAL 2 PLACES) Ph.242-0908 Fax. 241-9557
HB ANCHOR LEGEND F L:CA# 8344 SC:CA#3579
%I (3)2x6
(2)1.75xl6 1.9E LVL F(2-)2 x 6-1/1 (2)2x6�/l (2)2x8- /2 (2)2x6-=1/1
A307 DIAMETER FULL HEIGHT
POST: 6x6 P.T. SYP#2 X THREADED ROD. SEE DETAIL 12/S0.1
'6'� ? -R J 2N 1
SEE DETAIL 2/S0.1. Z OSB WALL
FASTEN TOP OF
;Fc "-SHEATHING SEE 3/S0.1 A307 DIAMETER FULL HEIGHT _zz',
WALL PER DETAIL / 1 0 0 X5 THREADED ROD, SEE DETAIL 12/SO.1 ENs** 0
z m %
HEADER TO JACKS FOR BEAM CONN. 41;�: e
X X
5A/S0.1 1 6 N N
w/ (2)MSTA04 z (TYPICAL 6 PLACES) Cj
A307 DIAMETER THREADED No 1 1
D ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/S0.1
<
X z
00
A307 DIAMETER THREADED E OF
10 ROD TERMINATES ATnRST FLOOR A-
TRUSS T41 ABOVE TOP PLATE, SEE DETAIL 12/SO.1 .4 0
I CAI OR 10
"r"I A,
(2)2x6 SPF#2 <
POST. z 2co z NAL
D e*14 'a SIMPSON HTT5 SEE DETAIL 15/SD.1
_j IN :R 2x6 FULL C%4
1> N z Christopher Sabourin P E
HEIGHT WALL 04 FL PE#71461
co T j I
LLJ LAJ SIMPSON DTT2Z SEE DETAIL15/S0.1
_j X
04
F TRUSS FTGO6 ABOVE �1_90NS DATE
SIMPSON LTT20B SEE DETAIL15/S0.1
J6
X (2)2x6 SF'F#2
o
1 rl� POST. 12" LONG LIGHT GAUGE STRAP
T_ X
IC
LSTA1 2 FASTEN TO TOP PLATE AND STUD
�7�'J%/I Ld WITH 5-10d COMMONS
__�STRAP HEADER - > US WALL STUD SCHEDULE
(2)2X6 SPF#2 om
PER DETAIL 7/S0.1. PLATE STUD SIZE
POST.- LOCATION
(2)2x6 SPF#2 POST. HEIGHT & SPACING
X V-1.
m (3)2x6 POST DIRECTLY X EXTERIOR 2X4 SPF#2 0 16" O.C. rFIELD ALTERATION
C%4 MAX
. 1% SHEATH CONTINUOUS
HEADER TO JACKS BELOW POST ABOVE. (3)2x6 #2 04 SPF#2 0 16" D.C. 2r
:2 \--/ / EXTERIOR CONTRACTOR SHALL CONTACT LOU
< PRIOR TO FRAMING MAX 2x4 SPF#2 0 12* O.C. PONTIGO a ASSOCLATES PRIOR TO
w/ (2)MSTA24. OST 10'-1 TO MAKING ANY STRUCTURAL FIELD
BUMP OUT EXTERIOR 2x6 SPF#2 0 16- D.C. MODIFICATIONS WHICH MAY VARY
4 4 TRU TGO ' ABO 1 14'-0 FROM THE INTENT OF THE ORIGINAL
10'-00 CONSTRUCTION DOCLA4ENTS.ANY
BE_AM B_M2 AB-0-VE INTERIOR 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
MAX
z BEING APPROVED BY LOU PONTIGO&
(2)2x6 SPF#2 12'-Om 2x6 SPF#2 0 16" D.C. ASSOCIATES MAY RESULT IN
STUDS :3 INTERIOR MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
(3)2x6 SPF#2--,/ z N07M
POST: 6x6 P.T. SYP#2
POST. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
o�//Z/V w_/
SEE DETAIL 2/S0.1. 1 1 N (f) 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
(3)2x6 POST CONTRACTOR MAY INCREASE STUD SIZE TO MEET
L>,J ARCHITECTURAL REQUIREMENTS.
o DI RECTLY BELOW L... _J SEE DETAIL
m 00 01 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
00 X POST ABOVE. 3/SO.2 YELLOW PINE.
_j < X N 0 Q�
> PROVIDE SOLID (2)2x6 POST I-_ LLI
(3)S2Tx6
0
T�(
474 A AL
_j LL_ > LL 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
I C14 DIRECTLY BELOW N C (D
%_-1 BLOCKING WITHIN 0 6x6 SYP#2
iLLJ 00 m POST ABOVE. ry M 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
0) X FLOOR SYSTEM <
1_: C14 0 PROVIDE SOLID 0 POST W/ABU66. TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C.
I.-N m LL MINIMUM. SEE 3/SD.O FOR ADDITIONAL ANCHORS AT
04 of I SHEARWALLS
(0 BLOCKING WITHIN C Uj
<
X m (2)2x6 FLOOR SYSTEM. Of 6x6 SYP#2 POST W/ABU66.
10 EA < COMBINED USE PANEL NOTES
Ir- % SPF#2 SEE DETAIL 3/SO.2. SIM.
jr* I I_ POST. BEAM BM4 ABOVE
(3)2x6 SPF#2 -jjmmmww__ 1. EXTERIOR WALL SHEATHING SHALL BE
POS NON STRUCTURAL CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
E BRACKET BY BUILDER. TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
z SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
Uj
TRUSS FTG03 ABOVE
SPF#2
< L 2. SEE SHEET SO.0 FOR WALL SHEATHING
z POST SPECIFICATIONS. z
-0 6x6 SYP#2
00
POST N/ABU66. 25 /ABU66.
0 1 1 --�6xI5 SYP#2 POST W 3. UPPER MOST TOP PLATE SUPPORTING ROOF
FASTEN TOP OF SEE DETAIL 3 SO.2. SIM. MEMBERS SHALL BE STRAPPED AS SHOWN IN
+/ W
POST: 6x6 P.T. SYP#2 �p I 111
STRAP HEADER WALL PER DETAIL Uj 0) DETAIL 1/SO.O
SEE DETAIL 2/S0.1. OSI3 m: ,-*
PER DETAIL 7/S0.1. ql� 5E/S0.1 w 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
LD 04 3/SO.O
< Uj
< X I 6x6 SYP#2 POST W/ABU66.
LO
r- GENERAL NOTES
A�eN TOP OF WALL ,�SEE DETAIL 3/SO.2. SIM.
E kIL 5/S0.1. (3)2x6 SPF#2 6x6 SYP#2 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
0 0 POST POST WZABU66. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
> SIZES AND SPACING. AT GIRDERS AND BEAMS,
Ze PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
Lli TRUSS FTG04 ABOVE NON STRUCTURAL PLIES.
:R " 04 1 ma L BRACKET BY BUILDER. Uj
z _X 00 ------- 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
04 X SHEATHING SPECIFICATIONS.
LID 00 01-11 > C)
04 OSI3 WALL ',,.6x6 SYP#2 POST W/ABU66. z
Ix
STRAP HEADER < w 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
U-) SHEATHING w 0)
PER DETAIL 7/S0.1. _r 1�* SEE DETAIL 3/SO.2. SIM. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
ct/ 00
TOGETHER PER DETAIL 6/SO.O
66 LLJ
FAS"EN TOP OF WALL 0
- (0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
z
Of
< T- 3/SO.O
",,,--�PER DETAIL 5/S0.1. X
z 0 LO
!`�- 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
U) ATTACHMENT PER DETAIL 5/SO.1
POST: 6x6 P.T. SYP#2 NON STRUCTURAL 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
SEE DETAIL 2/S0.1. I BRACKET BY BUILDER. TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
Da
Fb1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
(2)1.75xl 6 1.9E LVL (2)2x6�::�/l (2)2x6-1 /1 z- (2)2x6-1 -2/
C ,T., ((2)2x6-1/1 F_, ('(2)M 1 1 U AND HOLD DOWNS
SEE 3/S0.1 (2)2x6 pOST DIRECTLY BELOW 6x6 SYP#2 SEE DETAIL CS-18 STRAPPING DETAIL -
FOR BEAM CONN. POST ABOVE. PROVIDE SOLID POST W/ABU66. 3/SO.2.
(TYPICAL 2 PLACES) BI OCKING WITHIN FLOOR J CS1 8 STRAP w/ 10" FIRST LEVEL
SYSTEM. END LENGTH. FASTEN
THIS END w/ 9-10d. WALL
z -
SIMPSON MTS12 3-10d WALL FRAMING Uj
$I a 11 A
STRAP 0 24 COMMONS FmmmING
FIRST LEVEL WALL FRAMING PLAN PLAN
4 q NO NAILS REQUIRED
SCALE: 1/4" 1'-0" 1 - - - - - - - - -
CRIPPLE STUDS WALL SHEATHING FLOOR IN CLEAR SPAN
@ 16 It ox, NAIL TO TRUSSES DO NOT SCALE DIMENSIONS FROM
GON TI N U OU S. OR JOIST. THESE DRAWINGS.IF A DIMENSION IS
ADJACENT STUD oo C-imm UNCLEAR REFER TO THE
WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR
w/3-10d COMMONS , z
C)
Ll
o
SOLE PLATE ANCHOR S: ACING SCHD WALL SHEATHING 2-ROWS OF 16d CS18 STRAP w/ 10- PLAN NAME
o END LENGTH. FASTEN CATALINA
ALL EXTERIOR WALL 48" 0.C. o a 9" 0.C. THIS END w/ 9-10d. r
UNLESS OTHER NOTED DESIGN/DRAWN/CHECKED
SHEARWALLS 2x4xl8" LONG ADJACENT 24ROWS OF SIMPSON CS / RD /LAP
24" 0.C. TO STUD. FASTEN TO HEADER
15600 SDWC SCREWS DATE
(SW 8d03-/6-) WITH 4-3/16 to x4" LAG SCREWS. 07.21.15
SOLE PLT 0 WHEN NOTIED ON PLAN @ "'12" O.C. STAGGERED. SCALE
SEE NOTE 2 (2)2X8 SYP#2 SIMPSON LSTA1 2 AS NOTED
1. INSTALL SOLE PLATE ANCHORS P DETAIL PLATE FLAT STRAP @ 48 so O.0 LPA No.
3/SO.O OR WALL SHEATHING TOLL .15-00394
2. ANCHOR SPACING SHALL BE AS NDTED. FOR 10d COMMONS CONNECTING BUCK AND CONTROL No.
EXAMPLE - SOLE PLT 0 36" = 33" @ 6 It 0.C PLATE 5437
ON-CENTER SPACING
I/�1WOOD FRAMED HEAD ABOVE SLIDING GLASS SHEET
S1.1 S101
�.�S H E�ET6�OF�9 ��
RAFTER T AILS, SEE SYMBOLS LEGEND
2 8 DETAJL 8/SO.2 (TYPICAL) HTS16 DESIGNATES UPLIFT CONNECTION.
SO.1 S .2
PORCH CEILING FRAMING PLAN NOTESs
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
tH L SEE 2/S0.1
2. FOR SPEanq UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
CC CC (C
C C C Lou Pontigo and
7 -1 n
LC LL ILL U U U U U Associates, Inc.
U TRUSS
r r8
r2 420 Osceola Avenue
-------- SO.1 ax. eac , or a 32250
FASTENING DETAILS Ph.242-0908 Fax. 241-9557
PORCH CEILING FL:CA#8344 SC:CA#3579
SEE 2/S0.1__'--<_
\—H TS1 6 HTS1 6 T35
T42
\-LATERAL X—BRACE, RAFTER TAILS, SEE
SEE 4/SO.2 E 1��
'.__(2 HTS16 DETAIL 8/SO.2 (TYPICAL)
T43
FTQ06
Z
T35 . 71461 Zj
F44 T36
0 (2)HTS1 6 Roof Truss Connector List
TE OF z
-1 PORCH CEILING
0 Al Manuf Product Qty 0.
T37 0
SEE 2/S0.1 1�1!
USP JUS24 7 r-
13 STUD DIRECTLY1 AL
TOP PLATE TO
38 UD SDWC15600
T46 --71ID26 BLOCKING BELOW WALL SDWC15600
^2 o oo HTS16 Christopher j Sabourin P E
o SHEATH UPPER ABOVE SEE 1/S1.27--,,, USP THDH26-2 1
o
FL PE#71461
WALL THRU LOW-\ FTO
ROOF TO BEAM.--"\ (2)MSTA24 STRAPs7T4 THD2!u TRUSS TIE DOWN WITH SIMPSON SDWC
0 ITS1 6 U_ Floor Truss onnector List REVISONS DATE
0 OR-(2)HTS16—\
Manuf Product Qty
- - - - - - - - - - - - - HTS1 6 Rafter to Top Plate shown
(2)H TS1 6 WDW42_ Truss to Top Plate similar
USP MSH422 2
:�JL24
RAFTER TAILS,
SEE DETAIL FTGO USP THD26 3 Optimal 22)T
AJA Tz�
T49
FT
8/S0.2 THD2e HTS16
------ USP THD26-2 1 10, 0,
(TYPICAL) T50A M05
THD26 /< FT06 USP THD46 8 30'
T50B PZ04 �FIELQ ALT ION
F05
ppo" 6 FT06/
M BEAM SCHEDULE CONTRACTOR SHALL CONTACT LOU
_7� (2)H PONTIGO a ASSOCIATES PRIOR TO
T50C IQ /111 .Q PlotlD Length Product Plies BELOW TRUSS MAKING ANY STRUCTURAL FIELD
F05 I — �*Mox MODIFICATIONS WHICH MAY VARY
THD26 Ej FROM THE INTENT OF THE ORIGINAL
ce) CY) ce) c1r) 0 co 9 BM1 8-00-00 LVL 1 3/4 x 16" 2 CONSTRUCTION DOCUMENTS.ANY
T50C M01 0 0 0 C) C:) 0 C) 0 0 0 FIELD ALTERNATIONS MADE PRIOR TO
M U_ L_ U_ U_ U_ U_ U_ U_ U_ 1-- 11 TOP PLATE TO BEING APPROVED BY LOU PONTIGO a
FT06 U_ BM2 12-00-00 LVL 1 3/4 x 16" 2 SDWC15600 ASSOCIATES MAY RESULT IN
0 0 4�0�, THD26 EJ11 r8*� 11 STUD SDWC15600 ADDITIONAL ENGINEERING OR
SO.2 BM3 20-00-00 LVL 1 3/4 x 16" 2
BM4 24-00-00 LVL 1 3/411 x 1611 3 1. Sloped—roof rafters may be sloped up to and including
FT06 EJ11
THD2
I a 12:12 pitch and must be "birdsmouth' cut.
PROVIDE (2)2x4 BLOCKING T50C P1301 F_ r-L . Reference detail 4 for installation instructions.
FTG07
DIRECTLY BELOW PONY WALL. (2)H TS1 6 n n
26 —(2)HTS16
FASTEN BLOCKING TO TRUSS (2)HTS1 6
FTG03 L"M SIMPSON SDWC INSTALLATION RANGE
mum P 01
4-10D TOENAILS. I I
OSB BLOCKING M,
P§02 F07 FT04 �--(4)HTS`I 6
PANEL PER
5E/SO.1—
FT04
(nnq Agnv OSB BLOCKING
ER
T52 P902
QQ9 ARQ14R) JUS2 r,I U4
XF-di aj A 4 zozz 6 5E/SO.1
\NEW' FT04
V
H-T
(Daj_ABnvr:) P1307 rl 2
T54 F09 FT04 f-I
V LLJ
FT04 i X: - i
- - - - - - - - - - - - - - - - - - - - - - - - - - - - BLOCKING
T55 Pb06 0
BELOW WALL OSB BLOCKING F09 FT04 f <-- z
ABOVE , SEE JUS24 PANEL PER F_T�0 4.
r
- - - - - - - - - - 1/S1.2
^2 F-1309 JUS24 F10 FT04 0 '\-(4)HTS16 STUD NOT DIREC LY
k3 NN 0 —1 IL BELOW TRUSS
F10 (0: WATERPROOFING
T56 LO IS RESPONSIBILITY
130�Vlv% JUS24 OF BUILDER. E2tt Reference detail 2a for installation angle limit
11 -1� ------ FT04 3:
1 -1 F10 0
T56 CAI
% SDWC INSTALLATION
% JUS24
y
- - - - - - - - T56 1% F10
OSB BLOCKING Rafter to Top Plate shown
JUS2) -lU4 PANEL PER
(Truss to Top Plate similar)
- - - - - - - - - - - - - -/I- - - - - - - - - - - - - 7 10 5E/SO.1
RAFTER TAILS, Uj
SEE DETAIL FT04
Z z 4 Z 4 X 4 z zi z 4..- 0
8/SO.2 �z 1-0121 F 11G Z) z
(TYPICAL) 2x8 SYP#2 LEDGER. FASTEN STUD NOT DIRECTLY
10 w/ 7-8d COMMONS @ 24 is 1 HB (4)H TS1 6 BELOW TRUSS 00
SO.1 0.C. INSTALLED OVER SOA SO.1 :E
SHEATHING. Do not install SDWC in
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES hatched area 0 0
SDWC15600 U
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 Overhan 1/2- MIN
SCREW UNLESS OTHERWISE NOTED 2" MAX
SDWC INSTALLATION RANGE
[ZLOOR AND R%C)OF TRUSS PLACEMENT PLAN. FLOOR AND
ROOF TRUSS
N OTE: X** minimum edge ,,,-Rafter or Truss PLACEMENT
distance for full
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND values (with or Splice may be in upper or PLAN
UPLIFT CONNECTOR, SEE PLAN. without a plate ower plate
Splice)
(2)2x4 BLOCKING
DIRECTLY BELOW DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
WALL ABOVE. FASTEN UNCLEAR REFER TO THE
JC from top plate RCHITEC7URAL DRAWINGS OR
EACH END w/ 3-12d CONTAC7 THE E.O.R.
Splice Offset
TOENAILS. for full values STUD NOT DIREC
BELOW TRUSS PLAN NAME
CATALINA
-7-7-7-7 r
DESIGN
CS / RD /LAP
DATE
.DWC AT TOP PLATE SPLICE 07.21.15
SCALE
AS NOTED
LPA No.
FLOOR TRUSS—/ TOLL-15-00394
CONTROL No.
BLOCKING AT FLOOR TRUSS 5437
SHEET
SC
S1.2 ALE: 3/4" V-0" S102
min
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- DESIGNATES SIDE OF WALL THE
SW' 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)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER. rj
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACKAING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O,
420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
ANCHOR LEGEND FL:CA#8344 SC:CA#3579
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/S0.1
A307 DIAMETER FULL HEIGHT E/V&
X5 THREADED ROD. SEE DETAIL 12/SO.1 4�-
0
0. It
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR S
TOP PLATE, SEE DETAIL 12/SO.1
S E- OF
A307 DIAMETER THREADED .* .4,
;0' 04 o_*,ei;4G1
ROD TERMINATES AT FIRST FLOOR I
0 R I'D
TOP PLATE, SEE DETAIL 12/SO.1
sm
rz ONAL
SIMPSON HTT5 SEE DETAIL 15/SD.1
2x6 FULL 10 Christopher J Sabourin PE
HEIGHT WALL FL PE#71461
SIMPSON DTT2Z SEE DETAIL15/S0.1
...........
Koo �ISUNS DA
(2)2x6--1/1�
z SIMPSON LTT20B SEE DETAIL15/SO.1
C'�
X 0
C14 12" LONG LIGHT GAUGE STRAP
01-N 0 0
04 T_ _j 0 LSTA12 FASTEN TO TOP PLATE AND STUD
CD NTH 5-10d COMMONS
0 LLJ r
1.- 0- 04
w WALL STUD SCHEDULE
0 X
STUD SIZE
OSB SHEATHING 0 LOCATION PLATE
< (3)2x6 SPF#2 POST. I-_ HEIGHT & SPACING
THRU LOWER ROOF STRAP WALL TO BEAN M _j STRAP TO POST 0 EXTERIOR 91-1" 2X4 SPF#2 0 16" O.C. r�FIELD ALTIEIZATION
(0 MAX
TO BEAM BELOW. BELOW PER DETAIL �AO.2. < :2 < BELOW w/2-CS18. X LLI CONTRACTOR SHALL CONTACT LOU
I-_ N _j 10`-1 2x6 SPF#2 0 16* O.C.
< LLJ (3)2x6 ISPF#2 0--% _j n EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO&ASSOCIATES PRIOR TO
LLJ 04 MAKING ANY STRUCTURAL FIELD
- -------- ------ M POST. < 3: EXTERIOR 10'_1 TO 2x6 MODIFICATIONS WHICH MAY VARY
3.1 14'-0* SPF#2 0 16" D.C. FROM THE INTENT OF THE ORK31NAL
LISS T26 ABOVE CS1 8 0
_j N A
0- Lj INTERIOR 101-00 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
< M MAX BEING APPROVED BY LOU PONTIGO a
(3)2x6 SPF#2 OST. INTERIOR 12'-0" 2X6 SPF#2 0 16m O.C. ASSOCIATES MAY RESULT IN
STRAP TO POS 0 1 MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OP.
INSPECTION FEES.
BELOW W/1-CS18.-\ sum NOTM
1 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
m X a
TRUS T24 ABOVE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
(2)2x6-1/1 V) d CONTRACTOR MAY INCREASE STUD SIZE TO MEET
V) ARCHITECTURAL REQUIREMENTS.
C3 (2)2x6 SPF#2 :D 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
CD z
YELLOW PINE.
0 V
LL
/zo CLUIL
BE
%us-
Z//r
c 0 POST. STRAP TO _j
X
POST BELOW J04 0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L9
1.- 00 <
V) 1.4- W/1 CS1 8. Ld 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
0 @ _j TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* D.C.
F- < MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
0 cr_ SHEARWALLS
Ld Uj
I LIJ 0
F- (0 6x6 SYP#2 P.T. POST.
< In < 3: COMBINED USE PANEL NOTES
i , X STRAP TO TRUSS BELOW
CL 0 0
_j
3: U) w/2-HTS20 STRAPS. 1. EXTERIOR WALL SHEATHING SHALL BE
0- 0 Ld
0 V) > m (2 2x12 (TYPICAL 3 PLACES) CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
0 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
m SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj
< (2)CS1 8-
CS1 8 BOTTOM OF STUD 2. SEE SHEET SO.0 FOR WALL SHEATHING
�co
WHERE NOTED.' SEE DETAIL 0 SPECIFICATIONS.
BO TOM RIGHT OF PAGE. CS18-
$C-4
L! All W 3. UPPER MOST TOP PLATE SUPPORTING ROOF
V) C14
N MEMBERS SHALL BE STRAPPED AS SHOWN IN
T_ T DETAIL 1/SO.O
I X
w CN
X e-%, 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
N cl� N 3/SO.O
0-1% 1� Uj
C*4 V) 0
7-1 V)
2)CS18 '' :D GENERAL NOTES
CS18- _j 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
0
STRAP WALL TO BLDCKING FASTEN TOP 0 SEE WALL STUD SCHEDULE 111IS SHEET FOR STUD
SIZES AND SPACING. AT GIRDERS AND BEAMS,
t
BELOW PER DETAIL 6/SO.2. OSB WALL PER F_ ;-;zj N"C"
_j PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
SHEATHING 5B/S0.1 _j PLIES.
zi 3: Ljj 00
(0 V) 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
CS1 8 SHEATHING SPECIFICATIONS. 0
< (0 z
z X 0
0 C14 3. MERE FRAMING MEMBERS CONSIST OF MULTIPLE
3:: C14 V) PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
Ld X
m TOGETHER PER DETAIL 6/SO.O
FASTEN TOP
N
,,-OF WALL PER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
5/S0.1 3/SO.O
X 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
CS18- 04
)CS18 ATTACHMENT PER DETAIL 5/SO.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
(2)CS1 8 TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1
m
LU __ I - 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
cO ((2)2x8-2/2� cO (2)2x6-1/1 cO (2)2xi5-2/1 (2)2xl2
r- r- r- AND HOLD DOWNS
V) U) V)
(2)2x6 SPF#2 SEE 3/S0.1FOR BEAM CS-18 STRAPPING DETAIL
POST. STRAP TO CONN. (TYPICAL 2 PLACES)
BEAM W/ (1)CS18 CS1 8 STRAP w/ 10" SECOND
+ END LENGTH. FASTEN
'MIS END w/ 9-10d. LEVEL WALL
WALL FRAMING
r z
FRAMING
P IN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
WALL FRAMING ARCHITECTURAL DRAWINGS OR
z
CS18 STRAP w/ 10" PLAN NAME
END LENGTH. FASTEN CATALINA
MIS END w/ 9-10d.
DESIGN/DRAWN/CHECKED
SECOND LEVEL WALL FRAMING PL��N CS / RD /LAP
SCALE: 1/4" 1'-0" DATE
07.21.15
SCALE
ASNOTED
LPA No.
TOLL-15-00394
CONTROL No.
5437
SHEET
S 1e3
HEET 8 OF 9 0)
SYMBOLS LEGEND
HTS1 6 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 5=
4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
,&gonna&*,,
E/VS
. 71461
TATE OF
RAFTER ILS, SEE At
%#44 0
DETAIL 8/SO (TYPICAL)-
5
,STUD DIRECTLY
NAL.
SO.0 BELOW TRUSS TOP PLATE TO It.........111,11,
i \\ I I SDWC15600 STUD SDWC15600 Christopher J Sabourin PE
5 1711 FL PE#71461
or X
xmgmpo 1/Z I 000x ZZ
SO.0 REVISVINIS DATE
V
M CIS a, cc a er a op a e s own
russ to Top Plate similar
Optimal 22)T
E
lot
El--1 I
CIO, k jai so. 30*
r FIELD ALTERAn
gja&. i;E�
CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
IBELOW TRUSS MAKING ANY STRUCTURAL FIELD
HTS1 3 X*Max MODIFICATIONS WHICH MAY VARY
11 A L j
ZZ V'/ kv 0000
V ZZ/I X
max
BEING APPROVED BY LOU PONTIGO a
17\ DATE
H � SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
T25 INSPECTION FEES.
H TS1 6
1. Sloped-roof rafters may be sloped up to and including
12:12 pitch and must be birdsmouth cut.
T24' 2. Reference detail 4 for installation instructions.
V
z
SIMPSON SDWC INSTALLATION RANGE
/5\ 0
EJO ��_O
2 Uj
SO.1
Ej
u
THD26 122
MI.
H 16
D02
_i-eoo
n
STUD NOT DIRECTLY
AISO.2)I f2 f2 BELOW TRUSS
D02 t liff
Arl SDWC15600 Uj
Reference detail 2a for installation angle limit
*1")0 1
PORCH CEILING
SDWC INSTALLATION
SEE 2/S0.1
Rafter to Top Plate shown
- - - - - - - - - K"2 (Truss to Top Plate similar)
SO.1 Uj
'\T STUD NOT DIRECTLY
L_j
Do not install SDWC in
hatched area
0) 00 t__ I- r- I,- C9 04 0) 001 r- to M
T_ T_ T_ T_ T_ I n 0
F- F_
SDWC15600
0 U
7
17 1 1 A , A.,"I P1 1z'ZI 1z' 1/2' MIN
lvzz I F,IE i -SIK verhan
"I V_/'/ X XAV 1A I I ZZ,/ OIX 11�111 1-011"X/ �'�Kv t,/,.,V 21/11 771. 0
H TS 11
RAFTER TAILS, SEE—// 5 HTS1 6 2 SDWC INSTALLATION RANGE
DETAIL 8/80.2 (TWICAL) SO.0 SO.1
ROOF TRUSS
TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES V minimum edge ,,,-Rafter or Truss PLACEMENT
distance for full PLAN
values (with or Splice may be in upper or
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING without a plate lower plate
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 splice)
SCREW UNLESS OTHERWISE NOTED Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
r UNCLEAR REFER TO THE
X* from top plate ARCHITECTURAL DRAWINGS OR
splice Offset CONTACT THE E.O.R.
for full values STUD NOT DIRECTLY
BELOW TRUSS PLAN NAME
r CATALINA
ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED
SCALE: NJ.S. CS RD /LAP
DATE
NOTE: SDWC AT TOP PLATE SPLICE 07.21.15
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAIL,3 AND SCALE
UPLIFT CONNECTOR, SEE PLAN. AS NOTED
LPA No.
TOLL-15-00394
CONTROL No.
5437
SHEET
S1 *4
SHEET 9 OF 9