1768 MARITIME OAK DR - STRU DRAWINGS DESIGN SPECIFICATIONS I USP CONNECT(IDRS O.131X3" TOE NAILS TYPICAL Dnt]R[-F TOP ENDOW SILL SCHEDULE
2XIS, 2x8 (5) NAILS TYPICAL TOP PLATE NAILINGD ELA11E SPHQF
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD N&Ut& - I- ) 0" MIN. SPLICE LENGT ROUGH DROPPED HEAD MINIMUM END
2x1O, 2x12 (7) NAILS OPENING OR SILL PLATES FASTENER EACH END
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTE-NERS FL#,CODE - FASTEN ALL TOP PLATES 16) 0.1310" NAILS
SYP SPF O.131X3" END NAILS: 9- LVL, 11" LVL (7) NAILS TOGETHER w/ (3) 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): 1 CAR It I ; i ROWS
6j,. I 1� EVENLY SPACED
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY GARAGE +16.3 (2) 0 2x4, 1-14- LVL, 16- LVL (9) NAILS OF .1310 0 12" O.C. STAGGARD 4 61-e -2)2x4 SPF #2 (5)12d TOE NAILS
AREA (sf) ZONE (PSF) Ilop = 40-6" DOOR USP A35 450 450 (9)1 Odxl'/2 (3) 0 2x6,
DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7') -17.9 USP RT7 585 495 (5)8d EA. END L (4) 0 2x8. SYP#2 4 B'-4" (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAILS
ROOF FLOOR USP RT8A 775 650 (5)1Odx1'/," EA. END SYP#2 DBL. HEADER, 4 12'-0* (3)2x6 SYP #2 (I)A35 + (4)12d TOE NAILS
2 CAR +15.5 TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, P"MAX. TOP PLATE. PER PLAN. 4'-0", MIN. m
(cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)1Odx1'/2�" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS.
ROOF LOADING (cd=1.2.5) F Lou Pontigo and
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)'10dx1l)�2* EA. END ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (1 6'x7') 1 SEE 5/SO.O.
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL. ARCHM TRANSOM OPTION-
BOTTOM CHORD DEAD LOAD 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END HEADER 420 Osceola Avenue
DEFLECTION CRITERIA: 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 V2"0 ROD TO FTG. 3. USE SYP#2 FOR ALL - ----- 2x SPF DIAGONAL BLOCKING jax. Beach, Florida 32250
FASTENED W/ 3-0.1,31-0-
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d TO HEADER HEADERS :# DROPPED EA. END TYPICAL. Ph. 242-0908 Fax.241-9557
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/."0 ROD TO FTG. HEADER Y/-SHEATHING MAY EXTEND 2" FL:CA# 8344 SC:CA# 3579
0.75" MAX ANY CASE 4. ALL WALLS SHALL BE 11 PAST BLOCKING- WINDOW
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/."o ROD TO FTG. BALLOON FRAMED FULL -------- ARCHED ATTACHMENTS MUST
L SYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/8"0 ROD �w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- - ---- FASTEN LOWER STUD TRANSOM PER PLAN
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5/ BEARING ELEVATION, U.O.N. ON P RMAN NT TRUS TO TALLER STUD W/ OPTION JACK AND
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 "0 ROD w/ (12)16d PLAN. SEE RIGHT.
PLUS = PRESSURE AND MINUS = SUCTION. 2-ROWS OF 10d COMS',,,... KING STUDS, .............
BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 (5)1/,"x2-1/,, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12* O.C. WINDOW SILL SEE SEE PLAN.
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 1 N 4 ,
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I $
SCHEDULE FOR - ,
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED RESPONSIBILITY OF THE INTERIOR LOAD BEARING FULL HEIGHT ANCHOR C
WINDOW/DOOR MANUFJSUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB SILL SIZE AND \cEiv
BY 0.75 WEN COMBINED w/ DEAD LOAD. AT INTERIOR WALLS TYPICAL SOLE AT TWO STORY CONDITIONS, v
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNE(`TO1zS CONNECTION
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH w/10d MASONRY CUT NAILS 0 TYPICALLY %" FULL PLATE HAURG, -WINDOW SILL SEE PROVIDE SOLID BLOCKING
ka k 48" O.C. MINIMUM. SEE HEJGHT THREADED EACH END. SCHEDULE. WITHIN FLOOR SYSTEM AT ALL No.
IMPORTANCE FACTOR --------------- 1.00 *a* UPLIFT FOUNDA11ON PLAN ADDITIONAL 0.1310" TOE NAILS:
RODS 0 6'-Om O.C. (3) 0 2x4, UPPER LEVEL POSTS & JACK
MEAN ROOF HEIGHT ---------------- 15.0 FT 0 Id CONNECTOR FASTE-NERS FL# CODE ANCHORS AT SHEARWALLS IN
I a SYP SPF (4) 0 2x6, STUDS.
ROOF PITCH ------------------- 7/12 1
-8qxl 1/2" 10 (5) 0 2x8. TA F
A35 450 450 12. ILI BLOCKING ONLY REQUIRED SDWC1 5600 SCREW 41 - 4:k.
�� I ! SEE 8/SO.O. % INQ
BUILDING CATEGORY ---------------- to C,
. 5-8d ItA. EN D11 11 4��8'.
600 520 4
H2.5T 1�
EXPOSURE CATEGORY --------------- B DENOTES EDGE STRIP. INTERIOR BEARIN WALL:- AT SHEARWALLS AND-\ PT. SYP#2 c) 5�11 Q
SOLE PLATE. m
HTS16 1150 1085 16-10d EA. END lo456.6 SEE PLAN FOR STL D SIZE C4
Q
ENCLOSURE CLASSIFICATION ------------ENCLOSED SEE C & C CHART f S C1%
AND O.C. SPACING. A
ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10&11/2" EA. END 104.56.3 STUCCO FINISH. A A A
INTERNAL PRESSURE COEFFICIENT ---------- .18 IE x, iE I A LTO'N-N
WALL SHEATHING - -- , . - .. - 0
*' "* A. I., ., I ., 11 . .- 1.V t
HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 SEE DETAIL 1/S0.1 jr
CONTINUOUS BLOCKING
..... FOUNDATION, SEE PLAN, Christopher j Sabourin P E
FOR SPLICING
MATERIAL SPECIFICATIONS 01 IL MSTA24 1765 1270 9-10d EA. E 4D 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS OPTIONS. 12 11/2 FL PE#71461
4-- WHERE POST IS ABOVE.
a MSTA36 2050 1870 13-10d EA. END' 13872.8, 0 8" 0.C. MAX. MIN'
r- WALL FRAMING AT WALL,FRAMI G AT SOLE PLATE ANCHOR:
3480 3080 18-16d TO TRUSS/BEAM I FLOOR SHEATHING PLATE CHANGE CONDITION RAISED HEAQE14 tONOITION FROM SOLE�: SEE SCHEDULE
HARDWARE AND ANCHORS: [NOT ACTUAL PLAN] HTT4 1-5/."0 ROD TO FTG. 1496.2 8d 0 3" SEE SPECIFICATIO��. PLATE BREAK ..........m-"44�
01 , r E�1-90t4s
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH 1� DATE
ASTM A 307 OR ASTM F 1554 GRADE 36. 5W IF I I BUILDER MAY CHOOSE EITH'Ek THE DROPPED
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CONDITION. W&L FRAMING AT
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SER"VICE HTT5 5250 4670 1-5/."0 ROD TO FTG. 11496.2 ------- DROPPED HEADER COND111ON
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I TYPICAL WALL FRAMING
6-10d TO HEADEF I
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS- LUS28 930 780 10655.113
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENG'61'NEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-10d TO JOIST
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM. HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO F EADER 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 L---- __j QR HOLD DOWN.
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST 3x3xY4" SLOTTED
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT ABU44 2200 %"0 ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. SEE 5/SO 0. SEE 1/SO.1. WASHER PUSHED
(DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. TOP PLATE. /'TO OUTSIDE BUTT JOINT
ABU66 2300 5/."0 ROD EPDXIED 6" MIN 10849.6 3x3xY4" SLOTTED FACE OF WALL.
EPDXY: ITW RED HEAD A7 BLOCKING ONLY REQUIRED
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONS11311LITIESe SET N/A N/A SIMPSON,EPC XY-TIE 11506.4 WASHER PUSHED FIELD ALTERA-nON
LIMITED TO THE FOLLOWING: CON11NUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISH.
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND--/ WALL SHEATHING TO OUTSIDE
STRUCTURAL STEEL- SHALL BE ASTM A992, GRADE 50. � 10-1116d TO STUD/BEAM/POST SEE DETAIL 1/SO.1 FACE OF WALL. CONTRACTOR SHALL CONTACT LOU
WIELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PLAN VIEW PONTIGO a ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/2"0 ROD TO FTG. OPTIONS. RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELAS11C PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5, BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
FULL HEIGHT FROM THE INTENT OF THE ORIGINAL
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psl SPECIFICALLY ADDRESSED, TRUSS' TO-TRUSS CONNECTION, AND ANY h" THREADED ROD 12" 1VO SHEATHING. /- . . . . . . . . . . . . . ..
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 11705 11705 113-8d 10852.1 SHEATHING PT. SYP#2-/ �- CONSTRUCTION DOCUMENTS.ANY
TO BE EPDXIED 4* OR X"Ox6" SILL PLATE. MAX.- MIN-. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
SIMPSON TITEN HD. BEING APPROVED BY LOU PONTIGO
ID A CONTINUOUS EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR BEARING SOLE ELATE BREAK WHERE REQUIRED BYN�-..'
ADDITIONAL ENGINEERING OR
TOP PLATE. WAU._SEE SCHEDULE SECTION MEW GENERAL NOTES. NSPECTION FEES.
FOR STUD SIZE
FLOOR SHEATHING SPFCIFICATIONS
AND O.C. SPACING.
23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD I-N, . . . .. . . . . . . . . . . .
WALL SHEATHING TO . . . .... . . . . . . . . . .
SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
SOLE PLATE
ROOF SHEATHING SPEWCATIONSe r RAISE X" FROM EXT. WALL SHEARWALLS SUPPORTED EDGES,
S±NaE- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2m 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). WASHER MBEDMENT EDGE GENERAL NOTES
8d 0 3" SEE DETA LS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE
)!rO EPDXY 42* 24" 304.229" 4" 2-Y4*
ON S1.01 ON S1.01 PLAN AND FASTEN
RLF_ 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
'-;Ox6" TITEN HD
F r I F
1 5 42" 24* 4)!r 2Y4" (UNBLOCKED) PANEL EDGE-,
METAL MIN. 1/2% 24/16. APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- O.C. WITHIN 4'-0- )F ROOF EDGE). I . - 1 1. . I .,- ! - I
, I .. '-4.4 ., 1. . .I -A�.- j... Ii 11-1
(TYPICAL). -
�'l A4 NOTES:
WALL SHEATHING SPECIFICATION&
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO
FLEXIBLE FINISH-MIN. &", 24/16, APIA RATED OSB OR PLYWOOD STRUCTURAL-L
7 SHEATHING, FASTENED wl 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM, PLATE TO 'UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L----- --i L---------J L--------- SUPPORT IS 6" O.C. MAX. ROOF
STUCCO FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6m O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED.
(UON). TRUSSES, OR
MASONRY SPECIFICATION& SING.LE 'S TO Y MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4* PLATE WASHER, A 3"X3"XI/aft W/ 11/,"0 ROUND FLOOR JOISTS.
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH AC4530.1-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF
STEEL WASHER MAY BE USED.
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N JVI�OTA,0 0
O�',M�y I E 6SEO IN BRICK VENEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF ALL FLASHING. RO
1 TYP. WALL SECTIONS t3**N SOLE PLATE ANCHOR DETAIL a SCHEDULE r4 OF AND FLOOR SHEATHING NAILING
!3*77
CONCRETE MASONRY UNITS (CMW, \SO.0/ SCALE: 3/4" V-0" SCALE: 3/4" 1'-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 CELL")'CONTAINING VERTICAL \1�-O LIJ
REINFORCEMENT IN 5'-0* MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 5,V. MASONR*,WHEN THE WALL HEIGHT EXCEEDS 5'-0".
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
11/2
EMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING. WHERE PERMITTED. SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS,SHAL- BE REINFORCED FULL HEIGHT
USED. GROUT ALL CELLS CONTAINING VER11CAL REINFORC TI
WITH - #4 0 4-0- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSEC ONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORN:-'R BARS, MINIMUM OF 40 BAR (3) ROW'Or 10d,
NAILS 0 8" O.C.
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 RONF.- SHALL BE INCREASED AS,NOTED ON 2 PLY
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. 0 STAGGERED 0 n
SIMPSON 2x4 BLOCKING
SDWC -7 024P O.C. FASTEN
CLAY MASONRY (BRICK), 15600 %, 3 PLY BEAM. CS1
XK 0
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62. C216, OR C652 FOR BUILDING BRICK. FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF '�-'�2x4 MEMBERS: EACH END w/3-10d-1
FRAMING -7 (1) ROW OF 10d TOENAILS.
PLAN FOR 7
CONCRETE SPECIFICATIONS: EXTEND SHEATHING VERT. (4) ROWS 12d 0 NAILS 0 4" O.C.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30-0 P- P,S I AT 28 DAYS DETAILS. \-TO TOP OF TRUSS AS SHOWN. 12" 0.C.
AT
PROVIDE 2x4 BLOCKING 2X§ MFMB�m f
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE.
AT HORIZONTAL JOINTS. (2) ROW OF 1 Od
ROOF SHEATHING, SEE STUD BELOW
GENERAL NOTESs (3) ROWS 12d P 4-10
SPECIFICATIONS BELOW. NAILS 0 4'0 O.C. LOWER TO
HEEL 1'-OPP AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE 11-COMMONS
EA. SIDE. TOP PLATES,
FOOTING AND FOUNDA71QNSb PRE-ENGINEERED WOOD
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS.RE-�OMMENDED TO VEPWY SUITABLE -2x SPF BLO�!ING ROOF TRUSSES. 2 & 13 PLY BEAMS ORTHOGONAL VIEW WALL INTERSEC11ON
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVA11ONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) S)ILS. SOIL COMPACnON AND FILL RIPPED TO'71T- 2x4 OR Zx6 POST W PdST CONDITIONS
NTH ASTM D 1557. OFCORNER
WITH GAP SHOWN.
SHALL BE COMPACTED TO A MIN. OF 957. MODIFIED PROCTOR IN ACCORDANCE 0 C7)
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOTSCALE FOOTING DIMENSION L S AND LOCATION FROM THE 0 (3)ROWS OF 5" (3)ROWS OF 04"
ED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT IN
FOUNDA11ON PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BAS -SIMPSON TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC`15600-sl�, ENGINEERED WOOD ENGINEERED WOOD
SEE ROOF FASTENERS 0 24*o.c FASTENERS 0 24"o.c
0
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FO T1NGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROMOL :#34' 48" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING,,WH-:RE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION
DETAILS. SDWC1 5600 S
BAR DIAMETERS SHEATHING MAY SIMPSON_/ SEE ROOF CONDITION CONDITIONS
SIMPSON TERMINATE AT FRAMING 3-PLY 4-PLY NOTES:
CONCRETE SLABS ON GRADEs SDWC1 5600 TOP OF DBL. SDWC15600 PLAN FOR i
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 PREVE14TION OF SUBTERRAN;EAN SEE NOTE 1. TOP PLATE. SEE NOTE 1. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS.
J4-L DETAILS. 14" LVL AND GREATER 2. DENOTES 3*4.131" GUN NAILS 0 6' O.C. VERTICAL.
TERMITES. SAWCUTSo FOR CONTROLLED CRACKING CUT A 1* SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS.
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE.
WOOD FRAMING SPECIFICATION& 5" < HEEL < V-0m NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED.
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICA11ONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN.
SOIL SHALL BE PR ESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACIED FASTENERS SHALL BE
1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS.
STAINLESS STEEL. 2. H2.5T M�Y BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD TRUSSES: 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 WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTAL ED AT ALL TRUSSES AS 1111'� ROOF TRUSS CONNECTION '*� NTERSECTIONS 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 5 BUILT-UP MEMBER FASTENING tOO7 I
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.* AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON
-�-O
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER.
KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN
ROOF COVERING SPECIFICATIONS&
SDWC1 5600 SCREW. SDWC SCREW
TOP PLATE TO HEADER FASTENIN111
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 MANUFA,TURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE
ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA
AND 11LE ROOFS SHALL BE INSTALLED PER THE 'OCONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL.* AND THE MANUFACTURIER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTMI Ell 514 AND BE INSTALLED FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
THAN 4'-6"
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONS113LE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. TO TOP PLATE: FOR GABLE ENDS.
SDWC1 5600 SCREW TOP PLATE TO HEADER FASTENING: AND
.4
LAjT
NOT REQUIRED AT GABLE--.,,
SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/IN STALLA11 ON OF ALL WATER PROOFING. ENDS OR OPENINGS LESS
THAN 4-6 FOR GABLE ENDS. GENERAL
F--P=5--a I r=111 A A I 11=1111 A m F--% 9, 0% =1=0=%a
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD FLAXIN Lt:L3t:INU /AINJU /At5r-1KLV1/A I 1UI'N'*1) KING & JACK KING & JACK SDWC SCREW 0 NOTES
,STUDS SEE PLAN
CONNECTION INTERIOR LOAD BEARING WALL STUDS SEE PLAN 24" O.C.
MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN 1�71 BU LT-UP POST IN THE WALL
TYPE (2)12d TOE HEAD OR SILL
Lnj 00 NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE\ Sl THESE DRAWINGS.IF A DMENSION 5
L3'/2 x 31/2 x 1/4 4* 6#-Ox GABLE X-BRACE, SEE DETAIL 10a0.1' �-(MIN) SCHEDULE HEAD LL 2XIS WALL UNCLEAR REFER TO THE
-16d) -GUN NAILS Pl�A SEE ARCHITECTURAL DRAWINGS OR
C
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2 3 L4x3/2 Y/4 6* 80-0" .(2)2x--7-1/2 HEADER SIZE, JACK AND KING STUD 'G, SEE ARCH i DULE CONTACT THE E.O.R.
DESIGNATES SHEARWALL. THE QUANTITY. ROUGH OPN
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE:
1-501/2"x1/4 6* 10,-0" --------- WALL THE SHEARWALL SHEATHING PLATES SEE\ CS18 STRAP w/6-10dxlN' ROUGH OjN'G, SEE ARCH SDWCSCREW
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6" L 6 x 3/2"XV4 6w 12'-0" Sw TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP PLAN NAME
NAILING:
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES Bd COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR ANASTASIA - SHINGLE)
L7x3/2*XV4 6* 16'-Om 8d63*/6* -GE & 6" 9.G. "IN THE CONNECTON:�! IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL.
DESIGN/DRAWN/CHECKED
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LI FIELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\
FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION X PLATE TO HEADER: CS KM /LAP
CEILING JOIST TO ROOF RAFTER BRICK SPECIFIED. NOT:REQVIRED AT
ADJ ADJACENT LG Long JACK TRUSSES LESS SDWC SCREW 0
TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM GABLE ENDS'OR 2-STO�Y ..I I -E,IF DATE
NTELS TO BE MINIMAL 36" SHEARWALL HOLD.�DOWN IS FOLLOWING: GABLE ENDS OR
JOIST/TRUSS TO PLATE MANUF - Manufacture THAN 8' OR OPENINGS LESS 24" O.C.
'�S
PAINT. WEATHER BOT BOTTOM MONO - 'Jonolithic WA,,Lj 20 WALL
-6"
THAN 3' Ell 09.23.16
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS 2. LINTEL MORE THAN W-00. SHOULD BARRIER BRG BEARING OC, - On Center HEADER FASTENING SECTION I
CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
TOE NAIL (3-10d) 4-GUN NAILS
JACK RAFTER TO HIP BE LATERALLY SUPPORTED NOT TO
DBL DOUBLE PERP Rerpendicular I A A I AS NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. wl 2-'/.x3m WD. DIA DIAMETER PRE ENG - Pre Engineered
A:
SCREWS INTO HEADER PROVIDE A '/2- LINTEL EA EACH PSF - Pounds per Square Foot CS18 STRAP W/6-10DXlX" LPA No.
16d@ 16" O.C. 0 EDGE
EACH END. STRAP ATTACHM
NAILS r
CONT. HEADER, TWO PIECES FACE NAIL ATTACHMENT - Poinds per Square Inch A,
VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EE - EACH END PSI ENTCAD"FICE C TOLL-16-00690
CONT. HEADER TO STUD TOE N Al L (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT PRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL.
3. BRICK VENEER ATTACHMENT- EQ EQUAL QT Qui* Tie SOLE PLATE' CONNECTOR �SOLE PLATE ANCHOR 0 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 - Zeinforce PER SCHEDULE STRAPPING NOT REQUIRED w/8-10d COMMONS GABLE ENDS OR
71ES 0 12- O.C.- (FOR 11Omph FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot LOCATED"WITHIN 6" OF/ AT LOWER 'LEVEL HEADERS-,"Z JACK TRUSSES LESS
SOLE PLATE To JOIST/IBLOCKING FACE NAIL 1(16d 0 16-) GUN NAIL 0 8- HEADER, STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY
FDN FOUNDATION SPF -Sprice Pine Fur
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN HOLD DOWN IS SPECIFIED .tt MULTISTORY THAN 8" OR FHMEWM FOR CODE COMPUANCE, SHEET
BRICK LINTEL, FT FOOT SYP - Southern Yellow Pine SINGLE STORY i
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG FOOTING THRU - 'hrough (STACKED WND THAN 3'-6" CITY OF ATLANTIC BEACH
3"xO.131*0 = GUN NAILS 2*xO.113"O = RINK SHANK 12" OF OPENINGS. PROVIDEVIg"O WEEP HDR HEADER TYP - T)Acal TYPICAL HE&,DER STRAPPING � (UNSTACKEQ 9 SEE PERMITS FOR ADDITIONAL
2*xO.113"0 = 6d 21/,*xO.131"0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION MEW
FLASHING. HORIZ - HORIZONTAL UON Uiless Otherwise Noted REQUIREME31118MMUCOND91IONS S060
3"xO.148"0 = 10d 3/,%0.162"0 = 16d �SO.O/
OF BRICK LINTEL LBS POUNDS VERT �ertical
rAR �DER
C
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OPTI
SEE
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rrF- -11 a-
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5EE GENERAL
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ly
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11/2"xO.148*0 10dxl'/," 1V,*xO.131"0 8dxl'/," WWF Wi0lded Wire Fabric %%-WOO SHEET OF7
RMEMID Or.--4J-tF-,VATC: I L/ -4 1
2x6 SYP#2 BLOCKING BETWEEN
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 WRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16
NAILS AT EA. FRAMING INTERSECTION.
60
(MIN. OF 6-16d BETWEEN EACH TRUSS)
DBL. TOP MAX NOTCH HEADER
BLOCKING ONLY REQUIRED
AT SHEARWALLS AND PLATE BELOW TOPPLATE
STUCCO FINISH r Lou Pontigo and
5-8d COM P CH SHEATHING, HEADER
EACH SIDE S E SPECIFICATIONS Associ ates, Inc.
B LOW ERL PORCH
16d COMMONS OF SPLICE 16d COMMONS 8-GUN NAILS- HEADER,
2x4 SYP#2 HORIZ. BRACING 0
0 8" O.C. SHEATHING SPLICE 0 8" O.C. I SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
24" O.C. BETWEEN OUTER WALL- I
PORCH PARALLE HEADER & SUPPORT FULL HEIGHT- OETAIL 9
& FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. IK\\._(2)MSTA24 ANCHOR OR DTT2Z jax. Beach, Florida 32250
CONT. RIBBON I STRAPS Ph.242-0908 Fax.241-9557
CONT. RIBBON 8d COM 0 EACH END w/ 3-0.1310" NAILS PERPENDICULAR HOLD DOWNAT MIN. (2)2x4 WOOD
BOARD (TYP BOARD (TYP) 3" 0.C. 1[ 1K
(TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579
EACH SIDE FLOOR TO PORCH HEADER, WALL
OPTION A
FLOOR FLOOR OF SPLICE TRUSS SHEATHING-\
24" 16 GUAGE POST BASE:
24" 16 GUAGE STUD WALL FRAMING
OR JOIST 2x4 SYP#2 STRAP W/1 1 PO T 4x4 POST.ASU44
OR JOIS
TRUSSES TRUSSES
T. SHEA ING SPLICE DIAGONAL 1 Odx%" EA. END BELOW STRAP w11 1-- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING
r.n ii,
FASTEN EA. LSTA1 2 FOLDED OVER TOP
10dxlN' EA. END AT SHEATHING EDGE
DOUBLE TOP PLATE 8d COMMON WIRE NAILS
PLATE w/5-10d NAILS lot
END W/ PORCH. E
OSB or PLYWOOD CONTINUOUS OVER- INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C.
-1,d COMMOw HEADER, SLAB-\ 0-
3 ONS PORCH
RIM BOARD Y40 U; 6" HEADER NAILS INTO BEAM. SPACE
SEE PLAN -------
SHORTER THAN ITS16 MAX 7\ 1, 0 48* O,C. OMIT IF WALL
No 1 1
FLOOR SYSTEM. ALIGN CEILING SHEATH114G IS INSTALLED
WALL FRAMING WALL FRAMING WALL FRAMING 3TRAPS MSTA24 %" ROD I -&
VERTICAL JOINTS NTH LINE EPDXIED 6*0 ON FACE OF BEAM ROOF TRUSS
WALL SHEATHING STRAPS MIN 5% z
SHEATHING SPLICE INSTALL FLOOR TO -T I OR JOIST -,,.,,\FOR PERPENDICULAR S *1 ST�T F
JOINTS 01 A S-0 ..
FLOOR STRAPPING PER EW PLAN MEW OF ELEVATION MEW OF TRUSS CONNECTION
OPTION 1 J, PORCH HEADER PORCH HEADER OVE ox,-
V!,
OR 2
A%
AT SHEARWALLS AND EACH SIDE NAILS UOUS 2x6 R
BLOCKING ONLY REQUIRED 5-8d COM tOPNI7 8-GUN SEE DETAIL B AB
P AT POST AT POST CONTIN SYP#2
ti
STUCCO FINISH OF SPLICE FULL HEIGHT 11 LEDGER FASTEN WITHJ
OPTION 2
QPTION 1 ANCHOR OR DTT2Z 5-0.13lx3" EA. STUD.
FLOOR TRUSS PARALLEL SPECIFICATION&
OVER LAP SHEATHING APKAIM 130ARD OP71ON 'PORCH SWEATHIN 2 HOLD DOWN AT MIN. (2)2x4 WOOD
GYPSUM,(WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST 41\-
BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR ornON B
TO PORCH HEADER.
DETAIL A Christopher j Sabourin PE
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/a" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADE6�RODS ARE INSTALLED FL PE#71461
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS tl� TYPIC.AL PORCH FRAMING DETAILS r3--NTYPICAL PORCH BEAM CONNECTION VMEN 4 WALL ADJ. TO ROOF CONNECTION
SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF ONS
IN I AZO, AND WALL SHEATHING AND STUD FRAMING. REMS1 DAT�E
SEE DETAIL 5/SO.1 FOR
DIAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
ROOF 2-SIMPSON H2.5T.
BOT. CHORD w/ 0.1310" 0 3" O.C. f ral r�RELD ALTERA-nON
-I- FLOOR OR TRUSS.-\�4 FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF B
2x4 SYP#2 CATS AT 12" ,---ROOF TRUSS. TR tt-----------t t----------t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP-- USS- SDWC 15600 -----------4 4----------44 1 01 1 _R6" PONTIGO&ASSOCIATES PRIOR TO
PLATE w/ 4-0.1310" 111/4 SHEATHING FASTENED TO 0 32" O.C. KING ANY STRUCTURAL FIELD
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
SHEARWALL- 0 RUCTION DOCUMENTS.ANY
16" OSB WALL FIELD ALTERNATIONS MADE PRIOR TO
ol-0 BEING APPROVED BY LOU PONTIGO a
FASTEN CATS EACH EN SHEATHING ASSOCIATES MAY RESULT IN
MAX.
TO TOP PLATE AND TRUSS
D w/7 2x SYP#2 CONT. ATTACH
3-0.1310" COMMON TOE NAILS
w/ 0.1310" 0 3" O.C. EDGE OF ADDITION L E G
SHEARWALL-//
2x MAY OVERHANG TOP PLATE. C
SHEARWALL OR-/ SHEARWALL
EXTERIOR WALL I'd I
; 5V/ 8d SW 8d ) I ROUGH OPENING SEE ROUGH OPENING, SEE iu+J-L
ALTERNATE A ALTERN TE B ALIERNATE C PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO
A ALT-:'RNATE G I.TRUS$ UPLIFT TABLE AT LEF�T STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2-CS161 I 1 - 1
TO Loam STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16
ANCHORS ARE NOT USED STRAPS MEN FULL HEIGHT
7/,." OSB QIAPHRAGM. FASTEN ROOF FLOOR D 10d 04"O.C. FLOOR $W 8dO3 : (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
TRUSS.N 4-j-
TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS TRUSS. %- END STUDS TO FOUNDATION (g)- END STUDS TO FOUNDATION
0 3" O.C. FASTEN TO TOP 7/ - OSB LEDGER FASTENED 9W 8d03/6: HTT5 OR HDU5 -SW 8dO3/6: HTT5 OR HDU5 HEADER DOWN, CONNECTION HEADER UP CONNECTION
PLATE w/ (2) ROWS TRUSS WEBS WIT E PLATE ANCHORS CONNECTION
SOIJ- SOLE PLATE ANCHORS CONNECTION
OF 8d 0 3" 0.C. BLOCKING w/3-0.1310" --DULE ON DETAIL 3/SO.O UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR
NEL LIU. TEE SCHI- TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT
2x4 SPF FLOOR COMMON. 1. AT ROOF TRUSS.
:2�1 T T
FRAMING C014TRACTOR MAY SHEA WALC-NOTES A H2.5T 0 32* O.C. TOP & BOT A LS1 8 0 32" O.C.
CHOOSE A,B,C,D, OR G. 1. PROVIDEI(s" 6SB' SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN
SYP#2 2x4 NAILER FASTENED ALL AROUND W B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/:7 2x4 SYP#2 CATS AT 12" i
PROVIDE 2x BLOCKING AT�LL PANEL EDGES.
(2) ROWS 0.1310" 0 3" O.C. 3-0.1310" NAILS 0 6" O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
INTERIOR_ PLATE W/ 4-0.131x�" AT EXTERIOR WALLS 2. PROVIDE..,A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS FULL HGT THREADED ROD SEE PLAN
SHEARWALL. D FULL HGT THREADED ROD SEE PLAN D
-2AU COMMON. ENDING BETWEEN ROOF END POSTS'.FOR SW.
OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOM AT BASE (U.Oi
SW SHEARWALL OR L
5-16d N^11�, TRtJSSES.
EXTERIOR WALL
ALTERNATE D ALTERNATE E (TYPICAL) 3JSE ALTERNATE FASTEN ALL INI�ERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE F
c F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 Uj
ISS ATTACHMENT
SHEARWALL ATTACHMENT AT ROO a FLOOR r6� TY2E��L S EARWALL ELEVATION M*:N 7 HEADER TIE DOWN
0
PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
%%woe
7 F Uj
8d COMMON NAILS 4-12d Tor MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING N07ES AND SPEDMATICIINS
AT 3" O.C.(TYP) ROOF NAILS (TY:).) L 2x4 SYP#2 OUTLOOKERS V)
TRUSS 0 24* O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3
WALL STUDS WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTCO-OKER TO TRUSS. (LION)
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRA R
ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
THE WEB OF THE BRACED TRUSS. PER
LLJ
2X6 3.)PERMANENT PERMANENT BRACING
ROOF TRUSS-/ ROOF TRUSS-/ ANGLE BRACING APPLIED TO 1*1 WERE NOTED ON TRUSS MFR. SHOP z
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. 1.1 DRAWINGS. THE CONTRACTOR SHALL
TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS I I PROVIDE 1x4 SYP#3 OR BETTER
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO 1.1 BOTTOM CHORD BRACING
BLOCKING MEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > W-10". T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH
ALT. TO BOTH H3 ABOVE FASTEN w/10d COMMONS SAME SIZE, SPECIES, 1-1 TRUS WITH 2-8d COMMON NAILS. AT
VER11CAL VER11CAL PRODIDE MTS12 9R CS16 DIRECTLY LESS THAN 48-Oss 0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS
ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AT END WALLS PROVIDE DIAGONALS
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING TO BE BRACED. 161
TRUSS SHOP DRAWING FOR QTY. AND
0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-/4*'Ox6" SDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS LOCATION. LE MORE THAN (1) LATERAL-/ I I (APPROXIMATELY 457.) TO THE 0 0
776-1250 2x8 wl 8-0.1310" 2346-3125 2x12 w/ 8-/."Ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE ADJACENT EXTERIOR PERPENDICULAR
-0.13lx3m BLOCK TO DBL TOP AS SHOWN. WALL BETWEEN EACH LINE OF BRACING U
1251-1540 2xl 0 w/ 10 PLT W/ 2-H2.5T TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.1310" CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 1.0 MATERIAL. THIS REQUIRMENT IS NOT
LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 0.1310" TOE NAILS 0 13"O.C. NECESSARY AT HIP ROOFS. ALSO
ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS 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 BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6* SYP#2 LATERAL BRACE EA. 8-10d LINE OF BOTTOM CHORD BRACING AT A
LSTA12 0 48" O.C. QS DBL TOP PLT
X-BRACE w/ 2-16d INTO BOTTOM COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. IN\- TYPICAL
--4- SDWC15600 0 36" O.C. OMIT IF
WE LEDGER CONNECTION VIIHEN DECK LEDGER AT CIVERFRAME RAFTERS t*wl�o GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING
TRUSS TO LEDGER CONNECTION BY TRUSS S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. \'SO.1/ NOTES:, 1. SPACE GABLE END BRACING 0 4'-6" MAX. \,smj SCALE: 3/4" 1'-0* FRAMING
%%moor MIN 2 PLY STUD MIN 2 PLY STUD
ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 if
IN LIEU OF 2 STUDA IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS
k A TO SISTER A TO SI STER A OR BEAM GIRDER TRUSS
FULL HEIGHT
WASHER PLAN 1XI MIN 2 PLY 36" LONG STUD 36" LONG STUD ORBEAM
(I)MSTA24 STRAPS
STUD FASTEN w/12- F
@ T) ANCHORING SPECIFICATIONS FOLD OVER TOP PLATE (2)MSTA24 STRAPS ASTEN w/12- r
0.13lx3m GUN O.131x3* GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS
FULL HT. (2)MTS12
SOLE DOUBLE AIN(NOR SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/1 8-1 Od HDU5. FASTEN (2)MTS1 2
FULL HT. TOP PLATE. RODS. ORIENTED VERTICALLY AND ATTACHED M THE Od COMONS
UPLIFT 26-1 0.
PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE -,A&- I
CONNECTOR I 1.1rX.M.1 i I SCALE DIMENSIONS FROM
DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE t1j zxwj -1
r r
/-w/8- THESE DRAWINGS.IF A DIMENSION 6
SEE PLAN TOP PLATE, PROVIDE A 2*x 2"X W STEEL WASHER. I
PLATE X"X%"
---- I UNCLEAR REFER TO THE
WALL STUD SDS SCREWS
FASTEN WITH A NUT AND ALLOW AT LEAST 3
o. \_SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)
& FUIL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD (2)H2.5T \-(2)H2.5T
ROD
FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, STUD Y2" THREADED ROD WITHIN 6" OF
MINIMUM MINIMUM
PROVIDE A HOLE IN THE
� THREADED ROD --------- PLATE 34* LARGER THAN THE TURN TITEN HD 2 PLY-�,, EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY- AT 2ND STORY PLAN NAMI---�*)
SEE PLAN LIEVATION DIAMETER OF THE THREADED ROD USED. WHILE STUD AT 2ND STORY %" THREADED D
z, I& COUPLER TIGHT 6 x6m TITEN HD INGLE
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS STUDS PROVIDE ROD EPDXIED STU STUDS PROVIDE ANASTASIA - SH
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES A A LATE 1 CS1 8 STRAPS .5" MIN eo THREADED ROD
STEEL COUPLER i- o
TIONAL, LOCATE FULL HT.--- WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS /--EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED
(IMATELY CENTERED j ol
(OP ANCHOR--- - ROD SHALL BE INSTALLED APPROX / SIMPSON TITEN HD ROD COUPLER FL2�R Jjx6m TITEN HD r (FLOOR TO FLOO!j CS / KM /LAP
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE %" RODS THD37634RC (%*x6-Y4-) 1,(FLOOR TO MINIMUM
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET To oo 2 PLY HOLD DOWN SEE PLAN DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
THE NUT ADM THE UPPERMOST PLATE SMALL K SIMPSON DTT2Z STU D %" ROD = DTT2Z 09.23.16
SECURM OWR THE WASHER: TO A WJC-=HT
FULL HEIGHT ANCHOR INSTALLAT10N CHART rMIC /,/-w/8- Y4"xlX* HTT5 ROD = HTT5
FLOOR I= OW-44" TURN OF A STANDARD SCALE
FRAMING WAINCH (APPIROMMAT&Y 30 FT.-M OF 10R"� SDS SCREWS BUILT-UP POST, BUILT-UP POST,
SEE PLAN. SEE PLAN.
THREADED ow TO SHROKAGE AND OF BUILOM AS NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CON ACTORS SHALL RE-TIGHTEN NUT 70 30 LPA No.
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-M Of T== AFTER ALL TRADES ARE
SEE PLAN COMPLETE AND FIRM TO INSULAWK Fy TOLL-16-00690
PER PLAN. 3/8 1/2"0 *0 2x2x'/s 4" 4" 2* 13
2
CONTROL No.
EMBEDMENT 5/8 -y4i"O 1 Y4"0 13x3x/4" 7.5" 12* 2y 13* EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z
DEPTH(g) DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2
MONO STEM MONOISTEM CHART FOR EMBEDMENT AND EDGE DISTANCE
FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD K FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL
WALL SECTION THREADED ROD INSTALLA11ON CHART %11 FULL HEIGHT ROD ALTERNATE SHEET
ATTACHMENT , rl 4 FULLHEIGHT THREADED ROD
F 11:1 *- - `N1\ -��l F7m
CI
3 E S
:PE
OD
Alm
SHEA1
5-
C.A
S EE
AND�%
LCA
L
d;O36
D4
HOLD DOWN ATTACHMENT DETAIL ER BEAM STRAPPING
rl 2 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 3 16 GIRD
Soo]
\,SO.1,/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \,,�i ALTERNATE THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
�SO-1 SHEET2 0 F7
OVERLAP SIDEWALL
TOP PLATE
ALWAYS PLACE
H A ER AT
TOP OF ROUGH
OPENING
. . .. . . . . . . . . . . . . FULL HEIGHT ROOF SHEATHING PER I
. . .. . . . . . . . . . . . . THREADED ROD---�, 1-MTS12 STRAP CONSTRUCTION SPEC's
. .. . . . . . . . . . . . . . . w 0 EACH RAFTER Lou Pontiso and
A s s o c i a
tes, Inc.
10d COMMONS
1/2"xlO" S.S LAG BOLT
2x6 SYP#2 LEDGER 7Z ROOF SHEATHING PER! ,
ITEXTEND HEADER TO S:
W/3-#8x3V WOOD CONSTRUCTION SPEC' :;
7-6x6 POST FAR SIDE OF WALL SCREWS 0 16"O.0 2x6 SPF#2 RAFTERS 420 Osceola Avenue
AS SHOWN. 1r-2X6 SPF#2 RAFTERS 0 24"o.c Jax. Beach, Florida 32250
ALIGNED w/1 STUDS Ph.242-0908 Fax.241-9557
4'-O"x4'-O" PIECE OF WALL 2x6 SYP#2 LEDGER H2.5T
SHEATING INSTALL AT UPPER w/2-1/4"W SDS FL:CA#8344 SC:CA#3579
(2)2x6 CORNER 1" BELOW GARAGE HEADER SCREWS 0 16*0.c��
JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A I
AND (1) SHOWN) 2x4 SYP#2 LEDGER
KING. w/2-#8xW�" WOOD--,---
-10d NAILS WOOD BEAM PER PLAN
FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS SCREWS 0 16"O.0 A
1000'r
6x6 POST SE
IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
E PLAN S�
(2)H2.5T
2x4:SPF# JOISTS
(STUDS, BLOCKING & SILLS) TYP. 1-H2.5T 0 4x4 HORIZONTAL LEG
EACH JOIST ALIGNED w/ RAFTERS
3-10d TOENAILS %N8" LAG SCREW No.
10� DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS EACH SIDE RECESSED
6x6 POST WITH ABU66 ARCHITECTURAL 4x4 DIAGONAL S F
BRAP ET,
w/ 5/8* THREADED ROD 00
40
A,
10
EPDXIED 12" MIN. WALL FRAMING %N8" LAG SCREW 0
SEE PLAN RECESSED man
0N
4x4 VERTICAL
AL. EXPOSED METAL ALL EXPOSED METAL Christopher j Sabourin P E
CC SINECTORS AND CONNECTORS AND FL PE#71461
FA 3TENERS SHALL FASTENERS SHALL
qE STAINLESS STEEL BE STAINLESS STEEL
/���SIONS DA-M
GARAGE WING WALL FRAMING LESS THAN 12 r2 SHEDROOF BRACKET DETAIL r3 SHEDROOF - BRACKET DETAIL
DETAIL ONLY APPLIES WHEN NOTED ON PLAN �,�-2 ��2 SCALE: 3/4" 1 0-00
FIELD ALTERAM:O:N:�
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE OR)GINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTK30 a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
4<
LLJ
Imu
� Al
0 Cj) LLJ
0 Z
4
00
MISC
FRAMING
DETAILS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
UP
"K
W!R-5
=CT�THKE E�.O .j
PLAN NAME
ANASTASIA - SHING:
DESIGN/DRAWN/CHECKED
CS / KM /LAP
DATE
09.23.16
SCALE
AS NOTED
LPA No.
TOLL-1 6-00690
CONTROL No.
SHEET
OFFICE COPY S002
SHEET 3 OF7
SYMBOLS LEGEND F7mMM
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associ ates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
FL:CA# 8344 SO CA#3579
4 0%
J.
4011
4:kQ 0 %
N o.
S TAT F
2 3
Q
(OR
S1.01 S1.01 S1.01
C,
C
Q
101
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 3 Ch ri stophei j S a bou ri n P E
S1.01 FL PE#71461
Fw�;SIIONS DAM
7B
�Si.01) S1.01
6
S1.01 K1 O�B
2 1 F—_ 0-2p$ 2p-f8pp 24p-6t* S1.01
SAWCUT _ ALTERAMN
00 0-) r�MELJD
ID L CONTRACTOR SHALL CONTACT LOU
C�'
PONTIGO Et ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
Si :D FIELD ALTERNATIONS MADE PRIOR TO
6 1,- 1 0
3:1 BEING APPROVED BY LOU PONTK30 a
S1.01 7 B ASSOCIATES MAY RESULT IN
< ADDITIONAL ENGINEERING OR
0�1 INSPECTION FEES.
0yo SAWCUT
— .—Q—
J4\�i Oil
3
I f
MONO FOOTING TO 6 S1.01
4<
S1.01
STEMWALL w/ X
Opp
2—#5x3O" DOWELS PROVIDE 2—#4x4 STAIRS BY I <
12 x12" CMU PILASTER BUILT BUILDER ui
I "I CORNER CRACK BARS X>(
INTEGRALLY w/ STEMWALL EPDXIED 6" MIN. TYP. X>,
AT SLAB MID—DEPTH. K�3 12 x12" CMU PILASTER BUILT 0
w/ (2) #5 VERTICAL 00 X"X INTEGRALLY w/ STEMWALL
S1.01
T/PILASTER F.F.E. w/ (2) #5 VERTICAL
8 T/PILASTER F.F.E.
st
404xxxxxy
_F _1 STAIRS BY
$p _711
PROVIDE SAW CUTS PER 4 C.ONCRETE SLAB w/ 6 4 BUILDER
5/S1.01, BUILDER TO FIBERMESH @ 1.5 LBS/CU.YD. S
S1.01 S 1
OF �'/ONCRETE OR 6x6 W1.4xW1.4
COORDINATE WITH FINISH PAVERS
STAIRS BY FLOOR MATERIAL. WWR ON 6MIL VAPOR BARRIER 80-1 Opp BY OTHERi UJ
BUILDER 8 IN PREPARED GRADE. F V)
�Si.01)
PAVERS 10
BY OTHERS S1.01
F
0 r6 011 Cp
S1.01
MONO FOOTING TO 00 MONO FOOTING TO
-ALV1 STEMWALL w/ STEMWALL w/ S1.01
2—#5x3O" DOWELS 2—#5x3O" DOWELS
EPDXIED 6" MIN. TYP. EPDXIED 6" MIN. TYP.
_T
.0
12 x12$' CMU PILASTER BUILT S1.01 S1.01
INTEGRALLY w/ STEMWALL
w/ (2) #5 VERTICAL
T/PILASTER F.F.E.
FOUNDATION
PLAN
Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWII�MS OR
CONTACT THE E.O.R.
FOUNDATION PLAN PLAN NAMI�
FOOTING SCHEDULE AND NOTES SCALE: 1/4 1$_00 ANASTASIA — SHINGLE )
DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE CS KM /LAP
3—#5 EA. WAY BOT. —Opp 20-01t 2p—Opt F2.0 DATE
3—#5 EA. WAY BOT. 20-6#1 F2.5 09.23.16
3—#5 EA. WAY BOT. it-090 S—Olo 3$—Ol$ F3.0 SCALE
4—#5 EA. WAY BOT. it—Opt 3*—(>"* S-6sp F3.5 AS NOTED
4—#5 EA. WAY BOT. it—Opt 40-01* 4p—000 F4.0 LPA No.
#—Opt 40-6" 40-600 F4.5
4—#5 EA. WAY BOT. 1 J_ I TOLL-16-00690
1. THIS FOUNDA11ON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY. SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
OFFICE COPY
3. SOIL COMPAC11ON AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160
PROCTOR IN ACCORDANCE WITH ASTM D 1557. HE�ET 4�OF�7 ��
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND
PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING ANCHORAGE PER
AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
CO, NER BARS (TYPICAL)
AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 -#5 CONT., PROVIDE SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 3/SO.O Lou Pontigo and
FOR TEMPORARY BRACING BLOCK w/ 1-#5 CONTINUOUS Associates, Inc.
LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN N\
PERMANENT LATERAL w -*1 / $# J/ - 1 420 Osceola Avenue
f z-SLAB ON GRADE, 51 SLAB ON Jax. Beach, Florida 32250
.SUPPORT DETAIL. I -d r 2 Ph.242-0908 Fax. 241-9557
SEE PLAN. I I - GRADE,
SEE PLAN. FL:CA# 8344 SC:CA#3579
4
GRADE OR CONC.
SLAB, SEE PLAN
X
8" CMU STEM WALL W
#4 DOWEL TO MATCH VERT. 0 D
SHOWER PAN SL ES TO DRAIN, SEE ARCH SLAB ON
#4 VERTICAL DOWELS @ 24" O.C.
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE 4 %
GRADE- "16 4
SCHEDULE) w/ 6" HOOK INTO PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. LU 90o BEND INTO FTG. All C4
CMU SEE PLAN I
00 No, i
REINFORCING FOOTING. LAP VERT REINFORCING
COURSES 4
25" IF STEMWALL IS GREATER
1 TO 6 #4 VERT. 0 48"O.C. Ld STAT
F
THAN (3) COURSES,
_j
7 TO 10 #4 VERT. @ 24"O.C. v- '04
8TEMWALL, SEE 1 /S1 .01 q * OR 00
CONTINUOUS CONCRETE
11 TO 12 #4 VERT. 0 8"O.C. CONT. CONCRETE FOOTING
FOOTING
3 C A
4 up,
1-STORY, w/(2)#5 CONT. ;,1-1 v Ty LEAR
STEMWALLS OVER 6 COURSES TO 8"d x 16� w �# 4 P
HAVE TRUSS TYPE HORIZ. JOINT Pt 2-STORY, w/(3)#4 OR (2)#5 CONT. Christopher ) Sabourin PE
REINF. BETWEEN EVERY OTHER 1 O"d x 20 w
COURSE. FILL CELLS SOLID. 10 x20'$ FL PE#71461
w/ 2-#5 CONT.
STEMWALL FOOTING r2e`%� FOOTIN( W/ SHOWER RECESS GARAGE STEM WALL DA-M
-�01 SCALE: 3/4" = 1'-0" S1.01 (IF REQUIRED) (IF REQUIRED)
TYPICAL WALL FRAMING AND ANCHORAGE r""F�IELD ALTERA-nON
PER CONSTRUCTION SPECS. I
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
(1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD
-'s MODIFICATIONS WHICH MAY VARY
CORNER BARS (TYPICAL) FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
12" HOOK INTO SLAB. STEP, SEE Zt, FIELD ALTERNATIONS MADE PRIOR TO
ARCH. .4 BEING APPROVED BY LOU PONTK30 a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
(4'$ MAX.) EQUAL TO SLAB
THICKNESS.
SLAB ON GRADE,-`�qz_ 7B @ SLAB RECESS
SEE PLAN.--,s,,_1
ACCEPTABLE WITHOUT
WALL FRAMING INCREASE OF FOOTING
WALL FRAMING
SIZE.
8" CMU STEM WALL W/ 1 DEEP SAWCUT w/ $LA i 8 ON GRADE, 5 V)
$EE� PLAN
STEP, SEE ARCH. PLAN.
#4 VERTICAL DOWELS @ 24 vp O.C. SLAB ON ELASTOMERIC SEALANT 2-# CONT. __111X
4N SLAB ON
GRADE-
90* BEND INTO FTG. + _�d__ .
Uj
—4—
GRADE,
SEE PLAN SLAB ON 4
14 *1 * [ , \\ v
'4
--------- ------ ------ `_SEE PLAN.
Of GRADE, -
CO
-C
SEE PLAN. 4_1
N OTES:
4
_j 1 1) PROVIDE SAWCUTS TO' tREATE
CONTINUOUS CON CRETE---,"'.-'X APPROXIMATE 12' X 12' �MAX. SQ.
FOOTING 2) SAWCUT CONC.4 St AB WITHIN 4 TO
3" CLEAR-, z
3" of
12 HOURS OF �COqC. PLACEMENT. OPTIONAL
TYP 8"xl 6"
2" FLAIR -I-STORY, w/(2)#5 CONT.
80Px20P$ 8%16" 1-STORY, w/(2)#5 CONT.
1-0 10 x20" 2-STORY, w/(2)#5 CONT. 8"x2O" 2-STORY, w/(2)#5 CONT. CL
w/ 2-#5 CONT. Uj
SAW CL,T DETAIL BEARING AT INTERIOR MONO. FOOTING AT SI-EP—DOWN
I`�4 STEMWALL AT GARAGE 1`7 r6
7
PIP 4
. 7-1
S1.01 SCALE: 3/4 19-099 -�01
\I..�-O 1 .0�1
0
0
TYPICAL WALL FRAMING 00
AND ANCHORAGE PER U
CONSTRUCTION SPECS.-\ TYPICAL MONO-
TYPICAL WALL FRAMING MATCH DOOR
AND ANCHORAGE PER FOOTING NOTES, WITH, SEE ARCH. RECESS
CONSTRUCTION SPECS. �EE DETAIL 8/S1.01., r J. I '' SLAB ON
41 4
4. GRADEV PAVER BY
—fSEE PLAN. BONDBEAM w/1—#5 OTERS
SLAB ON 6A .. 9 11*1111111 . I
'',jgip
PAVING MISIC
GRADE, Y. BY BUILDER
SLAB ON SEE PLAN. I
1#5 CON T.
X F MING
r GRADE, 1'"xl IDETAIL 10B < - 8" MASONRY
SEE PLAN. E.J.
00 STEM WALL w/
DETAILS
MATERIAL r
X 00 '14 Ld C) -#4 @4
< Li SLAB ON GRADE OR CONC. C'14 8 0.C.
ALT. FOOTING AT
cj V)
GRADE, SLAB, SEE PLAN.
BUILDERS DISCRETION.
0 `0 .1 - SEE PLAN. V
4 q ALT. FOOTING AT
N
T_
4' BUILDERS DISCRETION.
00 NOT SCALE DIMENSIONS ROM
THESE DRAWINGS.IF A DIMENSION 5
4 THICKENED EDGE x8" UNCLEAR REFER TO THE
#3 @ 48$, 0.C. w/ 1-#5 CONT. ETAIL 1 OA .4 ARCHITECTURAL DRAWINGS OR
Jif 3-#4 HOOKED CONTACT THE E.O.R.
ROD CHAIRS (TYP.)
24 0
VERTICALS 81, O.C.
12 1—STORY, w/(2)#4 CONT. 1 (2)#5 CONT. V- PLAN NAME
16 PIP 2—STORY, w/(2)#5 CONT. 8 ISOLATED� FOOTING, \-REINFORCING, ANASTASIA — SHINGLE
SEE PLAN SEE SCHEDULE. ICK x 20 w D DESIGN/DRAWN/CHECKED
CS / KM /LAP
ISOLATED FOOTING ,, UNDER MONOLITHIC EDGE II(�io THIC PORCH STEM WALL W/ PAVERS DATE
r8 MONOLITHIC EDGE FOOTING KENED SLAB
r9 09.23.16
SCALE: 3/4" l'—O" S1.01 SCALE: 3/4$$ V-0" S1.01 S1.01 SCALE: 3/4" V-0 PP AS NOTED
� -�01
LPA No.
TOLL-16-00690
CONTROL No.
SHEET
OFFICE COPY S1001
IMAM
ssess�S H E�ET 5�O F�7
SYMBOLS LEGEND -7mMM
DESIGNATES SHEARWALL. THE HIDDEN is
---------- LNE DESIGNATES SIDE OF WALL THE
Sit 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-.l/2 OF PLYS & JACK/KING STUDS NEEDED
FORSUPPORTHEADER.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associ ates, Inc.
ANCHOR LEGEND 420 Osceola Avenue
Jax. Beach,Florida 32250
W 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
ROD TERMINATES AT FIRST FLOOR
TOP PLATE. SEE DETAIL 12/S0.1 00 E
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR No. 7
(95
TOP PLATE. SEE DETAIL 12/SO.1
f -10 STAT 0
6x6 SYP#2 POST SIMPSON HTT5 SEE DETAIL 15/S0.1 A-
(2)2x6
t 2)2x6
SPF#2 w/ABU66, SEE '%4*0R
SPF#2
_4
POST. c J. DETAIL 1/SO.2. aN
(2)2x6-1/1 (2)2x6--l/ (2)2x67 1/1� (2)2x6-1/1� (2)M-_1/1� POST. SIMPSON DTT2Z SEE DETAIL15/S0.1
% I Ch ri stoph er j S a bou ri n P E
46 GARAGE PORTAL FRAME,
SIMPSON LTT20B SEE DETAIL15/S0.1 FL PE#71461
OSB )INALL OSI3 WALL I SEE DETAIL 1/SO.2.
EATHIt G, SHEATHING.--'*s I
1 12* LONG LIGHT GAUGE STRAP REVISIONS DATi�
I LSTA1 2 FASTEN TO TOP PLATE AND STUD
I WITH 5-10d COMMONS
to WALL STUD SCHEDULE
(0 PLATE STUD SIZE
X LOCATION HEIGHT & SPACING
04
10-1 CAI
04
%-1 EXTERIOR 2X4 SPF#2 0 16" O.C.
MAX
C14 EXTERIOR 101-1 2X6 SPF#2 0 16" O.C.
X MAX 2X4 SPF#2 0 12" D.C.
TOP RLATE S S: 16-1 TO
FASTEN TOP OF WALL EXTERIOR 14 P-080 2x6 SPF#2 0 16- O.C. r7�IELD ALTmA-nON
SQWC45600 48 FASTEN TOP OF WALL
PER DETAIL 5,/50.1. 10,-0*
PER DETAIL 5 S0.1. I MAX 2x4 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
INTERIOR 12'-0* 2x6 SPF#2 0 16" O.C. MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VAFZY
(2)2x6-1/1 MAX 2x4 SPF#2 0 12* O.C. FROM THE INTENT OF THE ORIGINAL
(2)2x4 NOTM CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
\-SPF#2 6x6 SYP#2 POST BEING APPROVED BY LOU PONTIGO
ASSOCIATES MAY RESULT IN
POST, w/ABU66, SEE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR
CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES.
DETAIL 1/SO.2. ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
U-i Ld YELLOW PINE.
0 S fi0q a 0.C. 0 IV 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
> 0 L�T�T Q /5:TW 8 pp r- t-
m 1 .4 m
< 1 1 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
AOwA <
-Z zz1/////m/////// TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16m O.C.
X I MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT
0 SHEARWALLS
C(2)2x10-1/1
2x4 SPF#2 �(3)2xl 2-2/2 GARAGE PORTAL FRAMEP U
V) STUDS 2x6 SPF#2 STUDS 2x4 SPF#2 STUDS Cn
V) @ 2 O.C. @ 12" O.C. @ 12" O.C. Cn SEE DETAIL 1/SO.2. COMBINED USE PANEL NOTES un
7r- ?r
F_ 1. EXTERIOR WALL SHEATHING SHALL BE
I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
X TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
04 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
0-1% U)
C14
__F
2. SEE SHEET SO.0 FOR WALL SHEATHING
SPECIFICATIONS.
(2 6-1/1) (2)2x6 2x8 //>TOP PLATE DS: . SDW('.1%15600 0 48" O.C. (2)2xl2 3. UPPER MOST TOP PLATE SUPPORTING ROOF Uj
\-SPF#2 WALL MEMBERS SHALL BE STRAPPED AS SHOWN IN
A A DETAIL 1/SO.O
POST.
(2)2x6-1/1 H`0' 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
(2)2x6 04 6x6 P-T. SYP#2 POST 3/SO.O
I --, \-w/ABU66. SEE DETAIL
SPF I
I I N I 2/S0.1. (TYeICAL)
P T. GENERAL NOTES
;��J(=2)2x
2x4
S
2xJ6
)):F tj
0
< Uj
X X
N C4
N 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. r)01
7>---I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
_j F-1 SIZES AND SPACING. AT GIRDERS AND BEAMS, V)
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
SEE 3/S0.1 FOR BEAM PLIES.
04 2x6
V_ I CONN. (TYPICAL) 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
>_ X FASTEN TOP OF WALL PF#2 SHEATHING SPECIFICATIONS.
04 1
Cq PER DETAIL 5 S0.1._\ I POST.
CL.
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
0 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
EO TOGETHER PER DETAIL 6/SO.O LLJ
z
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
X 0
3/SO.O
N
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/SO.1
6x6 P.T. SYP#2 POST 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
2x8 OSB WALL
w/ABU66. SEE DETAIL /-WALL NNW TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 0
SHEATHING.
2/S0.1. (TYPICAL) 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
(2)PtY-1 6" LVL % AND HOLD DOWNS U
(2)2xC>-1/1� ((2)M-1/2 6-1/1�
SEE 3/S0.1 FOR BEAM
CONN. (TYPICAL)
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
ROOF END LENGTH. FASTEN F111\63T FLOOR
THIS END w/ 9-10d.
TRUSSES
z FRAMING
WALL FRAMING wo
p p z
a
PLAN
3-10d SHEARWALL NOTE: SW: 3/6
SHEATHING NAILER COMMONS NO NAILS REQUIRED
SW: .3/6 DESIGNATES SHEARWALL FLOOR IN CLEAR SPAN
V_Opp NAILING - 8d @ 3" EDGE AND 6" "FIELD" TRUSSES DO NOT SCALE DIMENSIONS ROM
+10 OR JOIST. THESE DRAWINGS.IF A DIMENSION 5
z UNCLEAR REFER TO THE
A.F.F.
CRIPPLE STUDS SOLE PLATE ANCHORS - SEE SCHEDULE WALL FRAMING W C.D ARCHITECTURAL DRAWINGS OR
0� z
@ 161, O.C. ON DETAIL 3/SO.O
00
00 FIRST FLOOR FRAM NG PLAN CS18 STRAP w/ 10" PLAN NAMIINGLE
00 END LENGTH. FASTEN ANASTASIA - SH
SCALE: 1/4" 1'-0" THIS END w/ 9-1 Od. r
HEADER SEE PLAN SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED
CS _KM /LAP
ALL EXTERIOR WALL 42* O.C. DATE
A.F.F. `4F UNLESS OTHER NOTED
+8 0 A-1
3-10d TOENAILS 09.23.16
2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK SHEARWALLS 24" O.C. SCALE
15600 SDWC SCREWS ORIENTED HEADER OVER (SW BdOY/6") AS NOTED
@ 12 pt O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN L SOLE PLT o i L WHEN NOTED ON PLAN LPA No.
TO JACKS EACH EACH END SEE NOTE 2 TOLL-16-00690
W/(l)A35 1. INSTALL SOLE PLATE ANCHORS PER DETAIL CONTROL NO.
HEADER SECTION 3/;0-0
S1.1 2. ANDHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36" 36" OFFICE COPY
ONCENTER SPACING
S191
SHEET6 OF7
SYMBOLS LEGEND
HTS1 6 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTE&
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Associates, Inc.
TRUSS
420 Osceola Avenue
FASTENING DETAILS
lax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
gs, A\"
:o C� E
No.
5
q STAT F
!S A% C11
0.0
-40R
C-4
00 (3) 0 04 ce) U11) L-0 Lir) L0 In V) L0 in 0) 0 C)
C:) V- ZJ7 Z;: Z A V_ V_ T_ A lV_ 4 1: 1 6Cq Cq C14 04 CV TOP PLATE TO ;A.
BELOW TRUSS
SDWC15600 STUD SDWC15600
C h r i s t o p h e r j 5 a bou ri n P E
111111 X, J21 FL PE#71461
Is HT
TRUSS TIE DOWN WITH SIMPSON SDWC
_r23_ r"""""01SIONS DAT��
Rafter to Top Plate shown
Truss to Top Plate similar
rio J-2 5
SOA Optimal 22)�
10,
3(y
_jT6—
F�IELD ALTERA-nON
J-1 6
—H 6
L CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO
BELOW TRUSS MAKING ANY STRUCTURAL FIELD
n MODIFICATIONS WHICH MAY VARY
X"Max FROM THE INTENT OF THE ORIGINAL
5 CONSTRUCTION DOCUMENTS.ANY
LL� SO.0 7 BEING APPROVED BY LOU PONTIGO
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
113-6 STUD SDWC15600 ADDITIONAL ENGINEERING OR
INSPECTION FEES.
J16 1. Sloped—roof rafters may be sloped up to and including
C%j C4 C%j N N 04 04 U 04 N C%j N 04 C 4 1 LO 14, M a 12:12 pitch and must be "birdsmouth" cut.
C) 40 a C) C) 0
LU 2. Reference detail 4 for installation instructions.
0 IL 131- 0- IL :L EL CL CL CL clq (L (L CL
C:) CD C
J16
Fj SIMPSON SDWC INSTALLATION RANGE
4ZZZ,1,1 IZZZZejZ�ZZ 'ZZZl oflYZ
A
J26 4<
LL4
F Al ��-O
LCCV:)
Va-
I U U
/—H'—Sl 6 ==2=6
N
2)HTS16 26, PORCH CEILING SHEATHING Uj
J06 F- 11 OTTOM CHORD OF
z
H TRUSS SEE 2/S0.1.
_4 zoll I
J06 STUD NOT DIRECT
BELOW TRUSS
SDWC15600
J06 < W
7'71
1 �SO.1 W% Reference detail 2a for installation angle limit
J31$
P66
SDWC INSTALLATION
J461
16J
SO.1 Rafter to Top Plate shown
(Truss to Top Plate similar)
J56
J06 IJ56 0
7- 5
I , STUD NOT DIRECTLY
- - -
-.3065-F J15 11�-O
Do not install SDWC in
_MW NN 6) 3 hatched area
11 S1 V/ NI 0
HT SDWC15600
Jail
—7-7,, — — -
7777� 17,17,771,17177
ce)
T_ ng
Overho 1 1/2- MIN
Ica)
k 2* MAX
2 5
SOA 1 PORCH CEILING SHEATHING SO-0
SDWC INSTALLATION RZANGE
AT BOTTOM CHORD OF
TRUSS SEE 2/S0.1.
FLOOR AND
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES ROOF TRUSS
Rafter or Truss
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING V minimum edge PLACEMENT
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full
values (with or Splice may be in upper or PLAN
SCREW UNLESS OTHERWISE NOTED without a plate
lower plate
splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
A* from top plate ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
A splice Offset
for full values STUD NOT DIRECTLI r
BELOW TRUSS PLAN NAME
ROOF TRUSS PLACEMENT PLAN
ANASTAsiA — SHINGLE
SCALE: 1/4" 1'-0"
DESIGN/DRAWN/CHECKED
CS KM LAP
DATE
SDWC AT TOP PLATE SPLICE 09.23.16
S CA L E
AS NOTED
LPA No.
TOLL-16-00690
CONTROL No.
SHEET
OFFICE COPY S1 *2
Cj
-FC.J
f F
SHEET 7 OF 7