1805 ATLANTIC BEACH DR - STRU. DWGS DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAIUK TYPICAL DOUBLE 7W WINDOW SILL SCHEDULE
0.131X3" TOE NAILS TYPICAL TOP PLATE NAILIN2. PLATE SPI IPF
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILINQ, 2X6, 2x8 (5) NAILS 4'-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END
2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 0.131x3" END NAILS: 2xl 0. 2xl 2 (7) NAILS FASTEN ALL TOP PLATES / (16) 0.1131x3" NAILS OPENING OR SILL PLATES FASTENER EACH END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 9" LVL, 11- LVL (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 4 4-4" (1)2x4 SPF #2 (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF):- GARAGE +16-3 (2) 0 2x4, 14" LVIL, 16- LVL (9) NAILS OF .131 x3 0 12" O.C. STAGGARD. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
AREA (sf) ZONE (PSF) p ap = 41-6" DOOR USP A35 450 450 (9)110&111/2" (3) 0 2x6, -C 8*-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAIL
DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (B'x7') -17.9 USP RT7 585 495 (5)8 EA. END (4) 0 2x8. SYP#2 DBL. SYP#2 4 12'-0* (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAIL
2 CAR 650 (5)1 0dx ND HEADER, 4'-0" MIN.
ROOF FLOOR +15.5 USP RT8A 775 11/2" EA. E TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN
ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)IINW/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS Lou Pontigo and
TOP CHORD LIVE LOAD 20 psf 40 psf D90! -17.0 USP HTW20 1450 1245 (12)1Cdx1'/2" EA. END ALL WALL STUDS.. ates, Inc.
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (16 x7) SEE 5/SO.O
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf j L-� I USP MSTA24 1640 1455 (9)10( 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 USP MSTA36 2065 2065 (13)1(d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL-\ HEADER ARCHED TRANSOM OPTION* 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
FASTENED w/ 3-0.131*0"
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 jax. Beach, Florida 32250
DEFLECTION CIRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)10( TO HEADER HEADERS L-A DROPPED EA. END TYPICAL. Ph.242-0908 Fax.241-9557
ROOF FRAMING: UVE LOAD L/240 TOTAL LOAD L/180 HEADER /'�-SHEATHING MAY EXTEND 2" FL:CA#8344 SC:CA#3579
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/."0 ROD TO FTC. 4. ALL WALLS SHALL BE rF-- 0o 000 PAST BLOCKING- WINDOW
L I ATTACHMENTS MUST
I
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 '5/3"0 ROD TO FTG. BALLOON FRAMED FULL -------- ARCHED
TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
WIND LOADINGt LINEAR INTERPOLA11ON IS PERMISSIBLE. USP PAU44 2535 '-7V$-;;O ROD w/ (1 2)16d HEIGHT TO ROOF OR FLOOR L-- - ----J FASTEN LOWER STUD PER VLA
ASCE 7/10 FOR WIND UPLIFT. TRUSSES SHALL BE DESIGNED NTH A 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 PLUS = PRESSURE AND MINUS - SUCTION. USP PAU66 2535 5/8"O�ROD w/ (12)16d PLAN. BRACING By OTHER 2-ROWS OF 10d COMS SEE RIGHT KING STUDS.
BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS SEE PLAN
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/4"x2-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" D.C. WINDOW SILL SEE
LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE
BY 0.75 MEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS, v P-4
CONNECTION EACH m
---------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTOC)q w/10d MASONRY CUT NAILS 0 \-TYPICALLY %* FULL PLATE NAlUb&- WINDOW SILL SEE PROVIDE SOLID BLOCKING C:)
BASIC WIND SPEED (ASCE 7-10) 48" O.C. MINIMUM. SEE HEIGHT THREADED END SCHEDULE WITHIN FLOOR SYSTEM AT ALL N 461 k;�
0.131x3" TOE NAILS:
IMPORTANCE FACTOR --------------- 1.00 UPLIFT M,
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, (3) 0 2x4, UPPER LEVEL POSTS & JACK
a CONNECTOR FASTENERS FL# CODE JANCHORS AT SHEARWALLS j ISTUDS
MEAN ROOF HEIGHT ------I---------- 20.0 FT i a SYP SPF (4) 0 2x6,
ROOF PITCH ------------------- 5/12 A35 450 450 12-8dxl 1/2" 10446.4 (5) 0 2x8. SDWC15600 SCREW S E OF
BUILDING CATEGORY ---------------- 11 ta BLOCKING ONLY REQUIRED SEE 8/SO.O C'!
H2.5T 600 520 5-8d E A. END 11478.3 AT SHEARWALLS AND PT. SPF#2 00
--------------- B DENOTES EDGE STRIP. 0 R 10
EXPOSURE CATEGORY INTERIOR BEARI STUCCO FINISH SOLE PLATE
SEE C & C CHART H8 620 530 5-10d*1/2" EA. END 11470.3 SEE PLAN FOR S D SIZ
ENCLOSURE CLASSIFICATION ------------ENCLOSED r
I ABOVE FOR 'a' DIMENSION AND O.0 SPACING 1111 A A Nk A A A I I 1E] A '01VAL
INTERNAL PRESSURE COEFFICIENT ---------- .18 MTS1 2 1000 860 7-1 Odx',1/2" EA. END 10456.3 WALL SHEATHING Is 11 is . 4111410 1 %%
HTS20 1450 1245 24-10d(11/2* EA. END 13872.3
SEE DETAIL 1/S0.1
L- %�Iml 14%.7 F. N' Chri'stopher J Sabourin PE
CONTINUOUS B
j !k FOR SPLICING FOUNDA110 SEE PLAN
MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d :-*A. END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS OPTIONS FL PE#71461
MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. 0 8" O.�._-� I "I 1 8" T -
r- WALL FRAMING AT WALL FRAMING AT MAX. OWINT SOLE PLATE ANCHOR&
HARDWARE AND ANCHORS: 18-16d TO TRUSS/BEAM FLOOR SHEATHING FROM SOLE SEE SCHEDULE
8d 0 3" SEE SPECIFICATI PLATE CHANGE CONDITION RAISED HEADER CONDITION
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] 'rar -fta if- HTT4 3480 3080 1-5/,"o ROD TO FTG. - 11496.2 O� BUILDER MAY CHOOSE EITHER THE DROPPED PLATE BREAK riTETIS01SIS DA
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM HEADER CONDITION OR RAISED HEADER COND11ION WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B).
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5/."0 ROD TO FTG. - 11496.2 F------- DROPPED HEADER CONDITION
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d 1`0 HEADER TYPICAL WALL FRAMING
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113
T
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-1 Od 170 JOIST VxV SIMPSON TITEN HD
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER w/3X3xO.229* WASHER SEE SOLE PLATE ANCHOR
LARGER THAN REBAR SIX AND Vam LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 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 ro JOIST I SYP#2 DBL
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 %"0 R)D EPDXIED 6" MIN 10849.6 SEE 5/S6.0 SEE 1/S0.1
(DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU66 2300 %"0 R)D EPDXIED 6" MIN 101349.6 TOP PLATE BUTT JOINT
EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: SET N/A N/A BLOCKING ONLY REQUIRED 2" 2*/� FIELD AI-TERATION
REINFORCING STEEL. SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SIMPSOI,11 EPDXY-TIE 11506.4 AT SHEARWALLS AND-J WALL SHEATHING
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISH CONTRACTOR SHALL CONTACT LOU
10-16d TO STUD/BEAM/POST SEE DETAIL 1/S0.1 A A
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PONTIGO&ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"o ROD TO FTG. OPTIONS -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 )!r THREADED ROD FROM THE INTENT OF THE ORIGINAL
MODULUS (E)1.900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY - FULL HEIGHT V-0 6 SHEATHING CONSTRUCTION DOCUMENTS.ANY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3xO.229" PT. SYP#2 MAX M.IN. FIELD ALTERNATIONS MADE PRIOR TO
TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL BEING APPROVED BY LOU PONTIGO
CONTINUOUS-� FOR SPACING SOLE PLATE BREAK EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS ER -INTERIOR BEARING WHERE REQUIRED BY ADDITIONAL ENGINEERING OR
TO UPP
TOP PLATE WAI I- EE SCHEDULE EPDXY ANCHOR TITEN HD GENERAL NOTES.
FOR STUD SIZE ANCHOR OPTION
FLOOR SHEATHING SPECIFICATIIONJ AND O.C. SPACING.
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 . . . .... . . . . . . .
ROOF SHE THING SPECIFICATIONS* SOLE PLATE SUPPORTED EDGES
affiH&L- MIN. 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. W1THIN 4'-0" OF ROOF EDGE). SEE DETAILS SEE DETAILS RAISE )j" FROM ANCHOR EXT. WALL SHEARWALLS WASHER EM13EDMENT EDGE GENERAL NOTE
8d 0 3" BOTTOM OF SOLE SPACING SPACING SPEC. - DEPTH DISTANCE
ON S1.01 ON S1.01 29" e- 2*
- MIN. 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). PLAN AND FASTEN TITEN HD 48" 24" 304.2
I!LL 15/32 w/8d 0 3" 0.C. EXAMPLE OF UNSUPPORTED
r EPDXY 48" 24" 304.229" 4" 20#
I I (UNBLOCKED) PANEL EDGE-,
- MIN. 1/2". 24/16, APA RATED 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 40 O.C. WITHIN 4'-0" OF ROOF EDGE).
METAL MAS-7 48" 24" N/A N/A "t4/A,, (TYPICAL)
WALL SHEATHING SEECIFICATIONSP NOTES:
FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL-1 SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE 4< Ln
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J --------- J CORNERSAND PLATE BREAKS AND KING STUDS. SUPPORT IS 6* O.C. MAX. ROOF
7/ - (LION) TRUSSES. OR Uj
STUCCO FINISH-MIN. Is , 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE.
MASONRY SPECIFICATIONS: SINGLE STOR, Y MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. Ln
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3'XY4" PLATE WASHER, A 3"X3"X/.* W/ 1'/,"0 ROUND
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 MORTAR I AY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. SOLE PLATE ANCHOR DETAIL a SCHEDULE ., tl�ROOF AND FLOOR SHEATHING NAILING
TYP. WALL SECTIONS t3
CONCRETE MASONRY UNITS (OAW, SCALE: 3/4' - 1'-0" SCALE: 3/4" 1'-0"
CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING MU ���14-11, NORMAL,WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUTALL CELLS CONTAINING VERTICAL 66-�-O U Uj
REINFORCEMENT IN 5'-0* MAXIMUM LIFTS PROVIDE CLEANOUTS PER XO"�ttd COURSE OF MASONRY 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 11/2"
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEJGHT (3) ROW OF 1 Od
WITH - #4 0 4'-0- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING "ORNER BARS, MINIMUM OF 40 BAR
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 REINF. SiALL BE INCREASED AS NOTED ON 2 PLY STAGGERED
1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON BEAM. 2x4 BLOCKING
SDWC1 5600-s-, 3 PLY BEAM. C'j C14 024" O.C. FASTEN
CLAY MASONRY (BRIQa-_ SEE ROOF "`N�2x4 MEMBERS: EACH END w/3-10dj
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING 7- (1) ROW OF 1 Od TOENAILS Uj
PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C.
CONCRETE SPECIFICATION& DETAILS TO TOP OF TRUSS AS SHOWN. 2" 0.C.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 300C PSI AT28 DAYS PROVIDE 2x4 BLOCKING AT 1 2x6 MEMBERS:
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE.
AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 1 Od STUD BELOW
GENERAL NOTESs SPECIFICATIONS BELOW. (3) ROWS 12d - NAILS 0 4" O.C. LOWER TOP- 4-10d
HEEL ;il 1'-0" AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
FOOTING AND FOUNDATIONS* PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES WALL INTERSECTION
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMa 2x4 OR 2x6 POST 2x8 POST ORTHOGONAL VIEW CONDII10NS
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- OFCORNER
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN a Uj
4E - -
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE 0 (3)ROWS OF 5" (3)ROWS OF 6V z
TION PLAN. IF FOOTING SIZE OR LOCATION IS NOT .11
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE F007ING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDA SIMPSON -14) TRUSSLOK TRUSSLOK
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
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
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCINC, WERE PERMITTED, SHALL BE 48 PLAN FOR S'MPE AS SHOWN AS SHOWN CORNER WALL INTERSECTION
BAR DIAMETERS DETAILS SHEATHING MAY SDWC1 5600 CONDITIONS COND11IONS
'\\_TERWNATE AT SIMPSON_/ SEE ROOF 3-PLY 4-PLY NOTES:
CONCRETE SLABS ON GRADE% SIMPSON_/ TOP� OF DBL. SDWC1 5600 FRAMING
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEAN SDWC1 5600 SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1m SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 14-a- TOPI PLATE. 14-L DETAILS 14m L\A- AND GREATER 2. DENOTES 3*xO.131" GUN NAILS 0 6" O.C. VER11CAL
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED
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 CONTA-T NTH MASONRY, CONCRETE OR HEEL < .9" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MUL11PLE
I JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
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: i
STAINLESS STEEL 1. TOP PLATE TO STUD S WC ONLY REQUIRED NAEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITJTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-ENGINEERED WOOD 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 WERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA. TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS /0005� ROOF TRU$S CONNECTION m***N t007� 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 r6 BUILT-UP MEMBER FASTENING
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MUL11PLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON 11661�-O 1-1%I�-O
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN
SDWC15600 SCREW. SDWC SCREW
ROOF COVERING SPECIFICATION& TOP PLATE TO HEADER FASTENING,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTIM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING. CRITERIA
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTh E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
ACCORDING TO 'ME 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: THAN 4'-6" FOR GABLE ENDS.
WATERPROOFINGe SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: 0 AND
NOT REQUIRED AT GABLE-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED
THAN 4'-6m FOR GABLE ENDS. 0 GENERAL
PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK '0 KING & JACK SDWC SCREW 0- NOTES
0
CONNECTION INTERIOR LOAD BEARING WALL STUDS SEE PLAN STUDS SEE PLAN 4* O.C.
MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN f�71 BUILT-UP POST IN THE WALL ... (2)12d TOE HEAD Ca SILL A DO NOT SCALE DIMENSIONS FROM
TYPE le�sl --NAILS E.E. PLATES SEE\ HEAD QR THESE DRAWINGS.IF A DIMENSION 6
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L3'/ 2 x1/4 4 W-Ops GABLE X-BRACE, SEE DETAIL 1O/SO-1 (MIN) SCHEDULE SILL 2X6 WALL UNCLEAR REFER TO THE
2 x3l/
PLATES ... ARCHITECTURAL DRAWINGS OR
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L 4 x 3/2*X/4 6" 80-01P H6-1/2 HEADER SIZE. JACK AND KING STUD ROUGH OPN'G, SEE ARCH SCHEDULE CONTACT THE E.O.R.
DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QUANTITY. HEAD Q& SILL KING STUD TO FRAMING BELOW- TRUSS TO PLATE:
L 5 x 3/2 m X1/4 6" 10'-00 --------- HIDDEN LINE DESIGNATES SIDE OF SDWC SCREW
WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dxlX" -ROUGH OPN'G. SEE ARCH PLAN NAME
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- LWI/2 Y/4 6" 12'-0* SW TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS NAILING: DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR rCUMBERLAND-CARIBBEAN)
L 7 x 3/2"X/4 6" 16'-Om Bd*3*/6 O.C. EDGE & 6" O.C. "IN THE CONNECTON: IMPSON -ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. DESIGN/DRAWN/CHECKED
CEILING JOIST, OVER PAR111IONS FACE NAIL (3-16d) 4-GUN NAILS nELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE
- 1. STEEL LINTELS TO BE MINIMAL 3699 SHEARWALL HOLD DOWN IS--\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS / BTC/LAP
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANJF - Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" O.C. 2X4 WALL DATE
PAINT. WALLS
WEATHER BOT BOTTOM MON Monolithic THAN 3'-6" 09.18.15
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG BEARING OC On Center HEADER FASTENING SECTION
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE
BE LATERALLY SUPPORTED NOT TO
DBL DOUBLE PERP Perpendicular A A A I
AS NOTED
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. wl 2-1/4x3" WD. DIA DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW,
SCREWS INTO HEADER PROVIDE A 1/2" LINTEL -10DXlN'
EA EACH PSF - Pounds per Square Foot CS1 8 STRAP W/6 LPA No.
:-'DGE
CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE
-15-00527
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR ENGINEER OF RECORD PT PRESSURE TREATED 0 STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF WALL. TOLL
3. BRICK VENEER ATTACHMENT: EQ EQUAL QT Quick 'Fie 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 REIN7 - Reinforce LOCATED WITHIN 6" OF,/ PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLEENDS OR
SOLE PLATE To JOIST/BLOCKING FACE NAIL (16d 0 16") GUN NAIL 0 8- TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS
WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY MULTI STORY MULTISTORY THAN 8' OR OPENINGS LESS SHEET
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT FOOT SYP Southern Yellow Pine (STACKED WIND THAN 3'-6"
3"xO.131"0 = GUN NAILS 2*4.11113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE'3/je"O WEEP SEE SCHEDULE FTG FOOTING THRLI Through (UNSTACKED W
2*xO.113"0 - 6d 21/2%0.1131"0 = 8d HOLES 0 33* O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - Typical /'-�8 TYPICAL HEADER STRAPPING S060
HORIZ - HORIZONTAL LION - Unless Otherwise Noted
3*xO.148"0 = 10d 31/2*4.162"o = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT Vertical
C'F'CA"'
RE_ENG
ROOF TRt
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11/2"xO.148*0 10dxl'/2" 11/2"xO.131 0 8dxl 1/2 WWF Welded Wire Fabric SHEET OF 9
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- 1141� PLATE w/ 10d 0 4" O.C. WALL SHEATHING
PLATE w/ 1 Od 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
NAILS AT EA. FRAMING INTERSECTION.
60P (MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER
PLATE BE W TOP PLATE
AT SHEARWALLS AND �& a Lou Pontigo and
STUCCO FINISH 5-8d COM P CH SHEATHING, HEADER Associates, Inc.
EACH SIDE S E SPECIFICA11ONS EhL PORCH
OF SPLICE 16d COMMONS BELOW 8-GUN NAILS--- HEADER,
16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 0 0! SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue
0 80 O.C. SHEATHING SPLICE 0 80 O.C. 24" 0.C. BETWEEN OUTER WALL- PORCH PARALLJE HEADER & SUPPORT FULL HEIGHT---I DETAIL B Jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z _Ilk ' Ph.242-0908 Fax.241-9557
CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0-1310" NAILS PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD
BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. WALL FL:CA#8344 SO CA#3579
FLOOR FLOOR OF SPLICE TRUSS 0P110N A TO PORCH HEADER. SHEATHING
EACH SIDE FLOOR
TRUSSES TRUSSES-\ 24" 16 GUAGE POST BASE:
OR JOIST OR JOIST. \\, 2x4SYP# STRAP w/11- POST 24" 16 GUAGE 4x4 POST-ABU44 STUD WALL FRAMING
SPLICE BELOW 6x6 POST.ABU66 w/ 2x SOLID BLOCKING
2
SHEATHING DIAGONAL 10dx%" EA. END STRAP w/11-
FASTEN EA. 10dx%7 EA. END DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP AT SHEATHING EDGE -R
-10d NAILS 8d COMMON WIRE NAILS
PLATE w/5
-Y4* OSB or PLYWOOD END w/ PORCH. CON11NUOUS OVER- INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. 'o C. 40
E
.0. 4:kQ 0!-
3-10d COMMONS PORCH HEADER, SLAB HEADER
RIM BOARD Y4* �# r11/1 IL 6" NAILS INTO BEAM. SPACE ---
SEE PLAN kn
SHORTER THAN HTS16 MAX I,\ 6 0 48" O.C. OMIT IF WALL C>
Cj
WALL FRAMING FLOOR SYSTEM. ALIGN CEILING STRAPS MST;24 96" ROD SHEATHING IS INSTALLED 4 W)
WALL FRAMING WALL FRAMING ROOF TRUSS
VERTICAL JOINTS WITH LINE ON FACE OFBEAM
STRAPS EPDXIED 6" MIN OR JOI ST
WALL SHEATHING 00 ULAR
SHEATHING SPLICE \\ FOR PERPENDIC
INSTALL FLOOR TO 0
JOINTS PLAN ME PLAN \AEW OF ELEVATION \AEW OF _TRUSS CONNECTION 0
FLOOR STRAPPING PER 00 E OF
BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 PORCH PORCH HEADER PORCH HEADER 8-GUN SYP#2 SEE DETAIL B ABOVE 0 0.
AT SHEARWALLS AND EACH SIDE NAILS CON11NUOUS 2x6 00
AT CORNER P AT POST AT POST j X", 0 "-4
STUCCO FINISH OF SPLICE FULL HEIGHT LEDGER FASTEN WITH 0 R 10
0P110N 1 OPTION 21 PORCH SHEATHIN1 SPECIFICATIONS* ANCHOR OR DTT2Z 5-0.13lx3" EA. STUD. % AL
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2X4 WOOD
1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST OPTION B BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR TO PORCH HEADER. DETAIL A Christopher J Sabourin PE
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 FL PE#71461
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS /--2� TYPICAL PORCH FRAMING DETAILS r3-%\TYPICAL PORCH BEAM CONNECTION 4 WALL ADJ. TO ROOF CONNECTION
CONSTRUCTION SPECIFIrATIONS FOR ROOF P"ISIONS DATE
�O WALL SHEATHING AND STUD FRAMING.
SEE DETAIL 5/SO.1 FOR
-DIAPHRAGM ATTACHMENT\
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS 2-SIMPSON H2.5T. FIELD ALTERAMN
TRUSS.-\- BOT. CHORD w/ 0.1310" 0 3" O.C. 11/-0 11 B
2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3* O.C. ROOF tt-----------t ---------7 t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP-- ,,`--ROOF TRUSS. TRUS 3- SDWC 15600 -------4 ---------- PONTIGO a ASSOCIATES PRIOR TO
PLATE w/ 4-0.1310* 111/4 SHEATHING FASTENED TO 0 32" O.C.
COMMON. MAX. TOP PLATE w/ 10d 0 3'p O.C. SCREWS FROM THE INTENT OF THE 0 INAL
CONSTRUCTION DOCUMENTS.ANY
16* MAX. SHEARWALL OSB WALL FIELD ALTERNATIONS MADE PRIOR TO
J7- 2x SYP#2 CONT. ATTACH BEING APPROVED BY LOU PONTIGO&
FASTEN CATS EACH END w/ TO TOP PLATE AND TRUSS SHEATHING C C ASSOCIATES MAY RESULT IN
3-0.1310" COMMON TOE NAILS 441 ADDITIONAL ENGINEERING OR
w/ 0.1310" 0 3" O.C. EDGE OF INSPECTION FEES.
2x MAY OVERHANG TOP PLATE. SHEARWALL-//
4AX \-Q @j
SHEARWALL OR SHEARWALL t - r--T- QJ 1 .111 -
EXTERIOR WALL SW 8d SW 8d ROUGH OPENING, SEE ROUGH OPENING, SEE
ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFOR AdED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT. STRAP KING POST TO JRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2-CS16Y I
STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16j
UPPER M LOWER STUDS UPPER TO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
OSB DIAPHRAGM- FASTEN ROOF FLOOR D 1 Od 04"O.C. FLOOR SW 8dO3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED
TO NAILER w/ (1) ROW 8d TRUSS.N - - - 2x4 SPF#2 CONTINUOUS -2f- 2�b TRU Ct- END Sn" M FOUNDATION I'M END STUDS TO F()UNDIATION HEADER DOWN C-ONNECTION HEADER UP CONNECTION
0 3* O.C. FASTEN TO TOP-- 7/ - OSB LEDGER FASTENED 'SW 8d 6: HTT5 OR HDU5 TV78dO3/6: HTT5 OR HDU5
PLATE w/ (2) ROWS - a TRUSS WEBS WITHW flt�- SOLE PLATE AN04M SME KATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
OF 8d 0 3" O.C. BLOCKING w/3-0.131 x3* SHEARWALL NOTES: CALL OUT CALL OUT
2x4 SPF PANNEL FLOOR COMMON. 1. AT ROOF TRUSS, TEE SCHEDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O
SYP#2 2x4 NAILER FASTENED ALL AROUN FRAMING T T I CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32* O.C. TOP & BOT A LS1 8 0 32" O.C. Uj
D CHOOSE A,B,C,D, OR G. 1. PROVIDE 34s" OSB SHEATHING NTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12- PROVIDE 2x BLOCKING AT ALL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS
O.C. FASTENED TO TOP
(2) ROWS 0.1310" 0 3* O.C. INTERIOR 3-0.1310*p NAILS 0 6" O.C. 2. USE ALTERNATE A.
PLATE W/ 4-0.13lx3m AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN
S V SHEARWALL. .11 S I r
W-2 SHEARWALL OR./ COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE. (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
\-5-16d NAILS EXTERIOR WALL TRUSSES.
ALTERNATE Q ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S0.1 U Lij
E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0
TRUSS ATTACHMENT-j z
SHEARWALL ATTACHMENT AT ROOF Et FLOOR tl� TYPICAL S HEARWALL ELEVATION HEADER TIE DOWN
17 1\1�1 PROVIDE SOLID BLC CKING WITHIN FLOOR SYSTEM AT SW END POSTS. r3ks'.0.ji THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN
0
8d COMMON NAILS V L 4-12d TOE 2x4 SYP#2 OUTLOOKERS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE aRAONG SPEC11FICATIONS V)
AT 3" O.C.(TYP) ROOF NAILS (T�YP.) 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
2x4 BLOCKING. FASEN TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 :D
WALL STUDS WALL STUDS EACH END w/3-10d-/ H3 9R H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENA ILS OUTLOOKER TO TRUSS. (UON)
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRA R (D
w/ 4-12d NAILS AT EACH RAFTER. 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING COMMONS (4) TRUSSES APPLIED 101 THE WEB OF THE BRACED TRUSS, PER
OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. 1.1 DELEGATED TRUSS ENGINEER. Uj
V- 2X6 3.)PERMANENT PERMANENT BRACING Z
ROOF TRUSSI ROOF TRUSS-/ ANGLE BRACING APPLIED TO WERE NOTED ON TRUSS MFR. SHOP
SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER I I PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING
PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED PERPENDICULAR TO TRUSS BOTTOM
SCHEDULE BELOW BLOCKING WEN OVERFRAME REQUIRED FOR BRACE GABLEEND TRUSS. WEB w/ 12d 0 6*O.C. CHORDS AND ATTACHED TO EACH
C"M RAFTER LENGTH LENGTHS > 8'-0*. T-BRACE TO BE THE
A-SINGLE LEDGER B-DOLIBI E, LEDGER ALT. TO BOTH H3 ABOVE LESS THAN 4'-0* FASTEN w/10d COMMONS SAME SIZE, SPECIES, TRUS NTH 2-8d COMMON NAILS. AT
PRODIDE MTS12 QR CS16 DIRECTLY 2X4 #2 SYP BLOCK 0 EACH AND GRADEAS WEB GABLE END WALLS PROVIDE DIAGONALS
VER71CAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTE 0 6" ON-CENTER /-GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE TO BE BRACED. 101 AT END WALLS PROVIDE DIAGONALS
REAC11ON LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND (APPROXIMATELY 457.) TO THE 0
0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/4"04" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL-/ 1*1 ADJACENT EXTERIOR PERPENDICULAR
BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
776-1250 2x8 w/ 8-0-1310* 2346-3125 2x12 w/ 8-1/4"OXIS" SDS SCREWS BLOCK TO DBL TOP I I U
1251-1540 2x1O w/ 10-0.13lx3" /-PLT W/ 2-H2.5T AS SHOWN. - TO FORM A ZIGZAG PATTERN ALL
1540-1850 2x12 w/ 12-0.1310m 1. CONSTRUCTED OF THE SAME BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT to MATERIAL. THIS REQUIRMENT IS NOT
TO 11E IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 7- NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C. I ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS I BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT v 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. 8-10dj LSTA12 0 48" O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A
X-BRACE w/ 2-16d INTO BOTTOM- COMMONS MAXIMUM SPACING OF 20 FEET.
CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL
E E N E N 9 DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SDWC15600 0 36p* D.C. OMIT IF PERMANENT TRUSS BRACING
CTIO WI14EN SHEATHING OVERLAPS GABLE 12" MIN FRAMING
0 NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. �,SOAJ SCALE: 3/4" l'-O'* MIN 2 PLY STUD MIN 2 PLY STUD
Y %%ft000v
E TION B TRUSS SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.
0 � C
L R�ER CO
TRU? 0 LED
OT S y
ENGSINEETR N HO M FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS
�'D ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS
TO SISTER A r-TO SISTER A OR BEAM CARDER TRUSS
FULL HEIGHT MIN 2 PLY 36N LONG STUD 36" LONG STUD OR BEAM
WASHER- ix
PLAN
N
:(D FOLD OVER TOP PLATE
q ANCHORI G SPECIFICATIONS (I)MSTA24 STRAPS (2)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
0.1310" GUN 0.1310* GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/1 B-1 Od FOLD OVER TOP PLATE SIMPSON HTT5 OR (2)MTS1 2
0 . NAILS
FULL HT. HDU5. FASTEN (2)MTS1 2
SOLE DOUBLE ANCHOR SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d \ 00
i i FULL HT. TOP PLATE. RODS, ORIENTED VER11CALLY AND ATTACHED TO THE 26-10d COMONS 60 1 1 1 1
UPLIFT PLATE 1 1 1 1 A 1 0 0
ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE SIMPSON DTT2Z DO NOT SCALE DIMENSIONS FROM
J J .1 J
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE THESE DRAWINGS.IF A DIMENSION 5
W/8- X"XlY
PLATE SEE PLAN TOP PLATE, PROVIDE A 2"X 2*x X" STEEL WASHER. f UNCLEAR REFER TO THE
---T,l T 0 0 1 SDS SCREWS 11
ARCHITECTURAL DRAWINGS OR
C� UK
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 0. SIMPSON FULL HEIGHT L'U T L 77
THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) 0 0 (2)H2.5T (2)H2.5T
�CONTA TUHNEE�.OR
OR POST. 0 0 D
FULL HEIGHT LTT20B THREADED ROD
--j MINIMUM 2 PLY o
X" THREADED ROD WITHIN 6* OF
FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD STUD MINIMUM UMBERLAND-CARIBB
MINIMUM AME
ROD PROVIDE A HOLE IN THE PLATE 9- LARGER THAN THE 2 PLY-\ EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY AT 2ND STORY PLAN N
THREADED
MILE TURN T1TEN HD AT 2ND STORY %
DIAMETER OF THE THREADED ROD USED. STU STUDS PROVIDE
SEE PLAN ELEVATION SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT STUD [Xx6* TITEN HD rc EAN
STUDS PROVIDE ROD EPDXIED X- THREADED ROD 2 CS18 STRAPS
-------- 7.5" MIN 00 r L
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS EPDXIED DESIGN/DRAWN/CHECKED
STEEL COUPLER 1 4" MIN OR AT BASE OF STUDS
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS jr .01-
(OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR &6" TITEN HD 11(FLOOR TO FLOOMI CS / BTC/LAP
ANCHOR--- MINIMUM
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE RODS THD37634RC
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO 2 PLY HOLD DOWN SEE PL0 DATE
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. /-STUD ROD = DTT2Z 09.18.15
7HIE NUT A90VE THIE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z
FULL HEIGHT ANCHOR INSTALLATION CHART SEMM OM THE WMM TO A SNUC-TWT W/8- Y4"X1X* HTT5 ROD = HTT5 SCALE
FLOOR cotaim PLUS am-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP POST, BUILT-UP POST,-
FRAMING 0 WNCH (APPROMATELY 30 FTo-M OF TORQUE). SEE PLAN. SEE PLAN. AS NOTED
THREADED DUE TO SHRRKAGE AND COMIFESSIM I OF BUILDING
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SMIL RE-TIONTEN NUT TID 30 LPA No.
THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DIS NCE FT.-LOL OF 7ORME AFTER ALL TRADES ARE TOLL-15-00527
SEE PLAN PER PLAN. 3/8 Ano V2*0 2x2x,/$0 40 14" 2" 3* COMPLETE AND FIRM M DdIULATM. HTT5 or HDU5 QTT2Z LTT208 CONTROL No.
EMBEDMENT 5/8 %-o -3/4"0 3x3x'/4" 7.5" 112- 2r 3* EPDXY ANCHORING: ALL THREADED RODS SHALL BE OPT10N 1 OPTION 2
DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR
DEPTH -MONO I STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL H EU LL H FULL HEIGHT TR CONVENTIONAL SHEET
FULL HEIGHt ANCHOR 0 REQUIREMENTS EIGHT ROD % EIGHT ROD
WALL SECTION THREADED ROD INSTALLATION CHART
FULL HEIGHT ROD ALTERNATE
rl 4%N FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPING
FULL HEIGHT WOOD FRAME WALL ANCHORJNG SYSTEM TTACHMENT SO*]
kSO.1j THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE S DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0
0
T
B
NS
*C*
ON
yP)
Elm
P Cf
E S
VSB LOV
�E
3EIa
OD
L
0 0
\tS,HE.Al 0 0 \1
A
@Tw SEEE
SO.1 I
)WSAND
%%MOOR SHEET 2 OF 9
–OVERLAP SIDEWAL- OVERLAP SIDEWALL
TOP PLATE TOP PLATE
OVERLAP SIDEWALL I ALWAYS PLACE
TOP PLATE . . . . .. . . . . . . . . . ALWAYS PLACE HEADER AT
HEADER AT TOP OF ROUGH
TOP OF ROUGH OPENING
OPENING
. . .. . . . . . . . . . . . . . .
5/11*0 THREADED ROD
GARAGE . . .. . . . . . . . . . . . . . .
. . . . . . . . . .
HEADER . . . . . . w/3x3x/4" PLATE . . .. . . . . . . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . T.R. . . .. . . . . . . . . . . . . FULL HEIGHT
. . . . . . . . .. . . . . . . . . . . . . THREADED ROD-"�',
HEADER AT PACK NTH 2–ROWS OF 16d (ONE IN SIDE 114" . .. . . . . . . . . . . . . . . Lou Pontigo and
TOP OF ROUGH RING SHANK NAILS 0 12* O.C. . . . . . . . . . WALL) MAX ... .. Associates, Inc.
OPENING
l,X2)20ga STRAPS
HEADER M JACK ATTACH GARAGE DOOR THRU ... .. LEXTEND HEADER TO
[EXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL -.-6x6 POST AS SH OWN. Jax. Beach, Florida 32250
.. 7
H TT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 (2)2 5 SPF12 AS SHOWN. Fol 0
(2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS Ph.242-0908 Fax.241-9557
EPDXIED 12"–\ 6 6 6 4'–O"x4'–O" PIECE OF WALL
AND 1(1) 4'–O"x4'–Om PIECE OF WALL SHEATING INSTALL AT UPPER F L:CA#8344 SC:CA#3579
no K NG.
HTT5 w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1* BELOW GARAGE HEADER
(2)2x STUD CORNER\,, CORNER 1" BELOW GARAGE HEADER THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A
z%* THREADED ROD DETAIL A
ON EXTERIOR STUD (TRIMED AS AND (1) z SHOWN)
EPDXIED 12" EPDXIED 12"
I:,> Z SHOWN) KING.\
P.T. SOI E PLATE,,., FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS
FASTEN SHEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
GARAGE HTT5 w/ 40
If. SOLE PLATE] HTT5 w/ C
n
FLOOR ANCHOR THREADED ROD IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. pr
4
%" THREADED ROD Ck. .* \; 4�'
EPDXIED 12 111 (SiDS, BLOCKING & SILLS) TYP.
EPDXIED 12"
f7mN M7
z z
0
4A
SOLE PLATE 00
A - A Q
ANCHOR GARAGE WING WALL SECTION A BLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS ETHER wl 3-16d SINKERS N 1461
DOL DOUBLE BLOCKING AT PANEL JOINT NAILED TOG
THICKENED SLAB EDGE
AT GARAGE OPENING.
6x6 POST NTH ABU66
.4- 5/ "0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN
N11-1- -0 % S E OF
4 w/ 5/8* THREADED ROD - 0
4 .4 � .11 . A% 0 40-
NOTES: S DS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/4* WASHER. EPDXIED 12" MIN. 0 % 00
0
V R
1 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. [T '�-tp Ila
GARAGE WNG WALL ELEVA-00N % 01VA
Christopher J Sabou rin P E
Ly FL PE#71461
GARAGE HEADER FRAMING Vm 2 GARAGE PORT,,NL WING WALL (qj)(2� GARAGE WING WALL FRAMING LESS THAN 12' �ISUNS DATE
0 SO.2 0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN r��SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
RELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
ROOF SHEATHING PER FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
1–MTS12 STRAP CONSTRUCTION SPEC's ASSOCIATES MAY RESULT IN
0 EACH RAFTER ADDITIONAL ENGINEERING OR
10d COMMONS 1/2"00" S.S LAG B(LT INSPECTION FEES.
2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c
w/3–#&3)�" WOOD CONSTRUCTION SPEC's SPLICE 2x6 x 4'-6" P.T. SYP NO.2
SCREWS 0 16"O.0 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL M EACH ROOF
2x6 SPF#2 RAFTERS 0 24"o.c
TRUSS 0 24" O.C.
ALIGNED w/ STUDS 2x6 SYP#2 LEDGER H2.5T I—
W/2-1/4-4- SDS z
SCREWS 0 16"o.c
2x4 SYP#2 LEDGE�R� LD
w/2–#80)j" WOO 0 PRE–ENGINEERED-
SCREWS 0 16"O.0 5-10d NAILS 000or WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 12d C MMO 2x6 SPF BLOCKING
6x6 POST SEE PLAN (2)H2.5T WIRE NAILS
0 4" 0.C. Uj
1–H2.5T 0 2x4 SPF#2 JOISTS 4x4 HORIZONTAL LEG STAGGERED
EACH JOIST ALIGNED w/ RAFTERS =4 0 SOFFIT, SEE
3-10d TOENAILS ARCH. 0
EACH SIDE %N8" LAG SCREW
RECESSED
ARCHITECTURAL 4x4 DIAGONAL DOUBLE
BRACKET 2x4 P.T. SYP
WALL FRAMING %N8* LAG SCREW MP PLATE 1*-4" FASCIA Uj
SEE PLAN RECESSED SHEATHING MAY z
4x4 VERTICAL TERMINATE AT
TOP OF DBL.
MP PLATE.
ALL EXPOSED METAL ALL EXPOSED METAL
CONNECMRS AND CONNECTORS AND
FASTENERS SHALL FASTENERS SHALL
BE STAINLESS STEEL BE STAINLESS STEEL RAFTER TAI DETAIL Uj
j!2) SHED ROOF BRACKET DETAIL SHED ROOF BRACKET DETAIL r6
\Za-.2 SCALE: 3/4" 19-01" V)
'*,�.2 \Z2.2 SCALE: 3/4" 1'-0"
o LL1
z
CONVQ411ONAL FRAMING MAY BE REPLACED
NTH PRE–ENGINEERED TRUSSES
KING STUD TO TOP PLATEo 4 1
SDWC15600 SCREW. 2x8 SYP#2
RIDGE BEAM 3-12d MENAILS
0 STUD TO TOD PLATE& o 2x6 SYP#2 AT 24" O.C.
SDWC15600 SCREW.-/
o/// o 0 32" O.C. (4)16d ME NAILS (6)12d COMMON AT EA.
STUD TO
STU M TOP PLATE* SDWCI 5600 SCREW. 0 EACH RAFTER TO END OF CEILING JOIST
SDWC1 5600 SCREW. 0 0 32m O.C. TOP PLATE TO ROOF RAFTER (TYP)
0 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATEe
BOT PL TRUSS SDWC1 5600 SCREW. misc
HEADER ?^ 1A Y4wx4Jj" L G SCREW 0 32N O.C. 2x6 SYP#2 CEILING JOIST wl
I WITH ROUN WASHER J8)12d NAILS EACH END,
1–MSTA2' AT EACH TRUSS rl A
SDWC1 55600 SDWC1 5600 FIXMMING
DETAILS
2X4 BRACE 0
SOT PLATE TO FRAMING BOT PLATE TO FRAMING_ SDWC1 5600 6'-0" O.C. SDWC1 5600
FASTEN w 4-10d
EACH SIDE
STUD M SOT PLATE* X7
BELOW CS180 32" O.C. BELOW CS180 32" O.C. 130T PLATE 'MUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW. X
0 32" O.C.
A"'x4h" L G SCREW DO NOT SCALE DIMENSIONS FROM
WITH ROUN ) WASHER THESE DRAWINGS.IF A DIMENSION 5
I -------Li----------LL— ........ - - -------- UNCLEAR REFER TO THE
Z=17-7777777- -------- --- ------------ ------------ AT EACH FLOOR TRUSS A HI ECTURAL DRAWINGS OR
CONTACT THE E.O.R.
ANCHOR WALLS TO BLOCKING w/ SDWC15600
AT 24-'j PLAN NAME
C. WHEN OVERFRAMING FALSE DORMER
BETWEEN fROOF TRUSSES PROVIDE 2x4 BLOCKING --j CUMBERLAND–CARIBBEAN)
BETWEEN t'RUSSES 0 24" O.C. FASTEN BLOCKING DESIGN/DRAWN/CHECKED
EACH END Awl 5-1 Od TOENAILS. ROOF SHEATHING
SHALL EX11ND CONTINUOUS & DORMER SHALL BE CS / BTC/LAP
BUILT ON TOP OF ROOF STRUCTURE.
TRUSS OR BEAM PARALLEL TO WALL ABOVE DATE
09.18.15
SCALE
WALL STRAPPING DETAIL WMEN 8 WALL STRAPPING DETAIL WALL STRAPPING DETAIL tl-�o DORMER DETAIL ASNOTED
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN - DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN L.PA No.
MLL-15-00527
CONTROL No.
SHEET
S062
OF�9 ��
�S H E�ET3�
SYMBOLS LEGEND F7m
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SO CA#3579
..............
10
N 461
S
OF
0 26.1
CONCRETE STAND 0'0
OFF PAD, SEE S1.01 S/0NM_
DETAIL 10/S1.01
H B Ch ri stoph er j Sa bou ri n P E
FL PE#71461
----- -------- ----------------- ------------- ------ -------- -- -- - - -- --- --
Dol r";TE71SK)NS DATE
F_ DO1
1013 1
MONO FOOTING TO Dol
MONO FOOTING TO Dol
I I DO<
STEMWALL w/ 2-#5x3O" TO< I
STEMWALL w/ 2-#5x3O DO<
DOWELS EPDXIED 6" MIN. VX
DOWELS EPDXIED 6" MIN.
S1.01
PAVERS
BY OTHERS r4
4" CONCRETE SLAB w/ S1.01
rRELD ALTERAT N
'__FIBERMESH @ 1.5 LBS/CU.YD.
I I 1 0:1 CONTRACTOR SHALL CONTACT LOU
OF CONCRETE OR 6x6 W1.4xW1.4 PROVIDE '2-#4x4'-O" PONTIGO a ASSOCIATES PRIOR TO
WWF ON 6MIL VAPOR BARRIER '..'ORNER CRACK BARS MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
IF IN PREPARED GRADE. AT SLAB TH. FROM THE INTENT OF THE ORIGINAL
-Vol
/9\ A CONSTRUCTION DOCUMENTS.ANY
;Qq ^4 FIELD ALTERNATIONS MADE PRIOR TO
�'Si.o) XA BEING APPROVED BY LOU PONTK30 a
XA \'S1.01/ ASSOCIATES MAY RESULT IN
6 ADDITIONAL ENGINEERING OP.
\�L-0�1
\S1 01
Is I-lift OP PAVERS
8'_11 7 .3 -4 S1.01 BY OTHERS
MONO FOOTING TO %
STEMWALL w/ 2-#5x3O" L J
L J/
DOWELS EPDXIED 6" MIN.
20P-2$1 91-8) _n I 4< Ln
N 01 CONCRETE STAND
OFF PAD, SEE
V)
DETAIL 10/S1.01
7 11 -\-STAIRS BY
BUILDER (4 PLACES)
It
XA
XA
^6
X4
)04
I?5x3C' '
71-
r
I
L
F3.5 S1,01 5
91 117 ui
1 111 \'S1.0) S1.01
F2.0
.01
I
11 __LT T,
Rq - / _j 0
4 1�
*q I
�4s L----------- - jr3 0
6 SAWCUT z"m 11/11 1%1 - i
�Si.01) r6 0 1 t�i 1.U
S1.0
< Lij
1 ----------
IZVOO V)
S1.01 I
co
PROVIDE SAW CUTS PER
i OP S1.01
10 5/S1.01, BUILDER TO
r COORDINATE WITH FINISH
14 6 1 FLOOR MATERIAL. W
0) Isl 'z
Ll _j r3
S1.01
1XI 1XI;XX *X xx;;;; 1P,1XI 1XI p 1XI 1XI I 1XI 1XI I,,<1XI 1>1XX1 1XI 1XI a,10,OX 10, 10,
ammamammmmmm-
HB
00
2 3
S1.01 S1.01 S1.01
_j
FOUNDATION
PLAN
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
FOOTING SCHEDULE AND NOTES rcU MBERLAND-CARIBBEAN
SOLE PLATE ANCHOR SPACING SCHD
FOUNDATION PLAN DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" 0.C. CS / BTC/LAP
is-0to UNLESS OTHER NOTED SCALE: 1/4" 1'-0"
3-#5 EA. WAY BOT. 21-08# 2'-Opo F2.0 DATE
3-#5 EA. WAY BOT. is-OP$ 2'-6'p 2'-6 to F2.5 SHEARWALLS 24" O.C. 09.18.15
3-#5 EA. WAY BOT. 19-0*0 31-0" 30-0" F3.0 (SW 8d03"/6") SCALE
4-#5 EA. WAY BOT. lo-C 3v-6w 3#-6" F3.5 SOLE PLT 0 1 WHEN NOTED ON PLAN AS NOTED
4-#5 EA. WAY BOT. 11-010 4)-Opp 4'-0 to F4.0 SEENOTE 2 LPA No.
4-#5 EA. WAY BOT. 1'-0" 4'-6- 4'-6' F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-15-00527
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.O CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR
REFERENCE ONLY. EXAMPLE - SOLE PILT 0 36" = 36" SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING S1 0 0
3. SOIL COMPAC11ON AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET4 OF 9
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. 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 SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and
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 SLAB ON ax. Beac , F orida 32250
F v-SLAB ON GRADE, 51
SUPPORT DETAIL. @�/
2 -t7 Ph.242-0908 Fax.241-9557
__1h',_SEE PLAN. z'11.1-41 .1.A GRADE, 4.. F L:CA#8344 SO CA#3579
-4 -- SEE PLAN.
GRADE OR CONIC. 4
SLAB, SEE PLAN.
\3 El 1',4E #4 DOWEL TO MATCH VERT. %
SLAB ON - :�
SHOWER PAN SLOPES TO DRAIN, SEE ARCH '4 #4 VERTICAL DOWELS @ 24" O.C.
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE V 4
GRADE 00
MIN. SLAB THICKNESS. UU 90" BEND INTO FTG. 7
SCHEDULE) w/ 6" HOOK INTO 2� SEE PL4,N 461
47 –
CMU REINFORCING 00 im—A
FOOTING. LAP VERT REINFORCING :2 +
COURSES Ol. I ��\ 4
4 4
10 1� I - .I I I V r S
25" IF STEMWALL IS GREATER < .0 OF
El r1ft-L
1 TO 6 #4 VERT. 0 48"O.C. 0 A,
00
7 TO 10 #4 VERT. 0 24"O.C. 44 * q "_4
THAN (3) COURSES.
STEMWALL, SEE 1 /S1.01 CONTINUOUS CONCRETE
11 TO 12 #4 VERT. 0 8"O.C. CONT. CONCRETE FOOTING FOOTING AL CN
STEMWALLS OVER 6 COURSES TO 8"d x 16 w .1–STORY, w/(2)#5 CONT. CLEAR ..............
HAVE TRUSS TYPE HORIZ. JOINT 1 O"d x 20"w 2–STORY, w/(3)#4 OR (2)#5 CONT. $-P Christopher J Sabourin P E
REINF. BETWEEN EVERY OTHER 10 x20" FL PE#71461
COURSE. FILL CELLS SOLID.
w/ 2–#5 CONT.
7%s� FOOTING W/ SHOWER RESESS GARAGE STEM WALL r70L—SIONS ODA
STEMWALL FOOTING K-2 K7
-�01 SCALE: 3/4" 1'-0" .�01 (IF REQUIRED) S1.01 (IF REQUIRED)
rFIELD ALTERATK)N
CONTRACTOR SHALL CONTACT LOU
PONTiGo a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCL*,f_NTS.ANY
STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO
TYPICAL WALL FRAMING _q 4' 1 BEING APPROVED BY LOU PONTIGO&
ARCH. ASSOCIATES MAY RESULT IN
AND ANCHORAGE PER (4" MAX.) ADDITIONAL ENGINEERING OR
CONSTRUCTION SPECS. EQUAL TO SLAB INSPECTION FEES.
THICKNESS.
7B @ SLAB RECESS
6;d SLAB ON BRICK VENEER IS z
GRADE, ACCEPTABLE WITHOUT
z —F SEE PLAN. WALL FRAMING INCREASE OF FOOTING
:2 WALL FRAMING SIZE.
< ftoo 2–#5 CONT.
X 4 -04 1 DEEP SAWCUT w/ SLAB ON GRADE,
ELASTOMERIC SEALANT /SEE PLAN
0 -0 z
STEP, SEE ARCH. PLAN. *-SLAB ON
—ir :--- —4—
V. N.-SLAB ON . 4. GRADE,
ALT. FOOTING AT ---–––––––- j L--––––– GRADE, K-SEE PLAN.
44 A 00
BUILDERS DISCRETION. A
'SEE PLAN. 4.
4
1 PROVIDE SAWCUTS TO CREATE
NOTES:
//-00
#3r @ 48 0.C. Q8_ APPROXIMATE 12' X 12' M AX. SQ.
ROD CHAIRS (TYP.) 2) SAWCUT CONIC. SLAB WITHIN 4 TO
12 wA2)#5 CONT. 12 HOURS OF CONIC. PLACEMENT. OPTIIONAL 8010 x16" 11–STORY, w/(2)#5 CONT. 3*
2" FLAIR 8"x20" 2–STORY, w/(2)#5 CONT. 8"x1 6 1–STORY, w/(2)#5 CONT.
-7 8"x2 --2–STORY, w/(2)#5 CONT.
Uj
SAW CUT DETAIL BEARING AT INTERIOR MONO. FOOTING AT STEP—DOWN
rT� MONOLITHIC EDGE FOOTING r5 6 D
SCALE: 3/4" 1'-0)'
I<i-�01 8x8 PRE–CAST LINTEL, -�01 oil S1.01 0
w/ 1–#5 o LLJ
z
FLOOD VENT,–.
SEE NOTES ABOVE
STRUCTURAL
JAMB REINF.
POST U
ABU66
3
PAVER BY POST- , MATCH DOOR /4
12 X1 O"X1 0" WITH, SEE ARCH. RECESS
OTHERS BASE I I
C BON-D BEAM w/1_#5 CONCRETE BASE SLAB ON
WALL 4
GRADE,
rR 1!'M'' 1 4.
GRADE VERTICAL 2–#3 STIRRUPS -- SEE PLAN.
RR T
ZI I n–
BAR
I 1=1 I 1=1 I 1= I F-1 I 1;::�I 1=1 I 1��I I I I X EACH WAY PAVING MISC
< --8" ,MASONRY
z - ------- BY BUILDER
STEM WALL w/ 2"x12" 1#5 CONT. FRAMING
C> PP 0.C. w DETAIL 10B
GRADE OR CONIC. 04 @ 48 V-11 E.J.
U-= ATERIAL DETAILS
SLAB, SEE PLAN. M
FLOOD VENT NOTES: SLAB ON
1–#5 CONTT�'
GRADE,
–THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS �71 SEE PLAN.
ABOVE THE ADJACENT GROUND LEVEL. 7'
03
4 00 NOT SCALE DIMENSIONS FROM
–510 SMART VENTS AS THESE DRAWINGS.IF A DIMENSION 6
OPENINGS SHALL BE MODEL 1540 THICKENED EDGE1 UNCLEAR REFER TO THE
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED 8 X8 ARCHITECTURAL DRAWINGS OR
w/ 1–#5 CONT. DETAIL 1 CIA CONTACT THE E.O.R.
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF (2)#5 CONT. '77'7
COLUMN STAND OFF PAD
2" THICK x 20 Wl�) PLAN NAME
rcUMBERLAND—CARIBBEAN
DESIGN/DRAWN/CHECKED
CS / BTC/LAP
FLOOD VENT DETAIL (07� PORCH STEM WALL� DATE
8 /0047�0 CONCRETE PEDESTAL AT BOX COLUMN TMICKENED SLAB 09.18.15
SCALE: 3/4" 1'-0" �ZOOOIIJ SCALE: 3/4 1 P-09P ��.O 1 SCALE
-�01 1\�_o 1 AS NOTED
LPA No.
TOLL-1 5-00527
CONTROL No.
SHEET
S1601
�S H E�ET �5O F�9
SYMBOLS LEGEND
-------- DESIGNATES SHEARWALL THE HIDDEN 7M7
LINE DESIGNATES SIDE OF WALL THE
sw. 3 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6m O.C. "IN THE
FIELD*
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8--1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/80.0, 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/SO.1
-----------
04.1�p
A307 DIAMETER FULL HEIGHT " - 10 --"
X5 THREADED ROD, SEE DETAIL 12/SO.1 �e V\G E/VS
A307 DIAMETER THREADED N 46
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
S OF
W A307 DIAMETER THREADED A,
ROD TERMINATES AT FIRST FLOOR 00
(95 10
TOP PLATE, SEE DETAIL 12/SO.1 OR
all
6x6 SYP#2
SEE 3/S0.1 FOR S*/0
NAL
POST W/ABU66. (3)2x6 (,3)2x6 BEAM CONN. (TYP) SIMPSON HTT5 SEE DETAIL 15/SO.1 #1118121111111 '0�
SEE DETAIL 2/S0.1 HB SPF#2 ((3)2x12-=2/2 SPF#2 ((2)2x8-1Zj2 - Ch ri stopher j Sa bou ri n P E
(TYPICAL) (2)2xl 2 POST. POST. C(2)2x6-1/1 (2)��l 0
FL PE#71461
MI SIMPSON DTT2Z SEE DETAIL15/S0.1
DNS ' DAT;)I
rols
0 SIMPSON LTT20B SEE DETAIL15/SO.1
X
LLI X 12" LONG LIGHT GAUGE STRAP
> LSTA1 2 FASTEN TO TOP PLATE AND STUD
0 C-4 WITH 5-10d COMMONS
(0
< WALL STUD SCHEDULE
C14
p 0c) z PLATE STUD SIZE
F- 14- LOCATION HEIGHT SPACING
U) 00
X 0 U) 2x4 SPF#2 0 16* O.C. ��FIELD ALTERA-nON
X o 0 EXTERIOR
I-_ MAX
0
X 10,-1 2X6 SPF#2 0 16* O.C. 21 CONTRACTOR SHALL CONTACT LOU
F- 0 EXTERIOR MAX 2x4 SPF#2 0 12* O.C. PONTIGO&ASSOCIATES PRIOR TO
_j (0 X MAKING ANY STRUCTURAL FIELD
a- L0 04 10,_1 TO 2x MODIFICATIONS WHICH MAY VARY
q- 0-1 EXTERIOR 6 SPF#2 016- O.C. FROM THE INTENT OF THE ORIGINAL
CL C%4
%_�, 10'-0" CONSTRUCTION DOCUMENTS.ANY
0 3r. 1-_� INTERIOR MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
0 BEING APPROVED BY LOU PONTIGO a
SEE 3/S0.1 FOR INTERIOR 12-ON 2x6 SPF#2 0 16* 0.C. Qr- ASSOCIATES MAY RESULT IN
FN I MAX 2X4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
sm M07M
BEAM CONN. (TYP)
(2)2x6-1/1� 04 1.) WALL STUDS SPEanED ON PLAN SUPERSEDE THIS TABLE
I 1 0
> C14 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
o (�)2X4 X X X CONTRACTOR MAY INCREASE STUD SIZE TO MEET
C14 ARCHITECTURAL REQUIREMENTS.
< /-�PF#2 c1q
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
(2)/?�(l 0-�/11 POST. L YELLOW PINE
V_ 0 F
CD 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
00
X U
04 V) (5)2x6 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
11_1% V) TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C.
C14 V)
SPF#2 . .... (2)2xl 0 6x6 SYP#2 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
L X SHEMWALLS
POST POST W/ABU66. LLJ
S If'A T_H_-W-A L_L_
Zil
nil,
X
(T)
D
r- LLJ
SEE DETAIL 2/S0.1 COMBINED USE PANEL NOTES
CONTINIUOUS THRU
BUMP IOUT WALLS w SEE DETAIL TYPI CAL
1. EXTERIOR WALL SHEATHING SHALL BE
SHEATHINC 1 (04 0 1 1/SO.2.
\-2x6V < CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
F_ 7 F__ w TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING Lij
WALL r I
I I it I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS U LLJ
X
04 2. SEE SHEET SO.0 FOR WALL SHEATHING
01--. < SHEATH WALL z
Z 16 U�� of I SPECIFICATIONS.
L) 0 <
0 F CONTINUOUS THRU 3. UPPER MOST TOP PLATE SUPPORTING ROOF
z 3)2x4 BUMP OUT WALLS MEMBERS SHALL BE STRAPPED AS SHOWN IN
cc 00 -00 PF#2 6 7 DETAIL 1/SO.O
L/) X F- z L----------
C14 V) DOST. d 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0 3/SO.O
bi 1 04 ---------- Uj
0 > z "a
F- 0 FASTEN 0 3: 00
_j to 3 1 1 GENERAL NOTES
CL 111 OF WALL PER m U) SEE DETAIL
r- _j I Of I
a L) 5F/S0.1. _j Ld 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
I <11 0 1 1
0 3: 0 N < < 1/SO.2. SIM. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
0 1--- 0 0 LIJ
Y) K 01 m I SIZES AND SPACING. AT GIRDERS AND BEAMS,
_j N*N1 04 N PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
r- LIJ
X PLIES.
z < SHEATH WALL Uj
w 1 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
3: (AI CONTINUOUS THRU SHEATHING SPECIFICATIONS. z
(n qq- BUMP OUT WALLS
(2)2x6 3)2x6 X 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
/��SPF#2 3>PF 2 C*4 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
# L----------
POST. 'A 0 S T. TOGETHER PER DETAIL 6/SO.O
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
RYI 3/SO.O
(2)2x6 1/1 (2)2x8-1/1 (2)2x6-1/1� (2)2x6-1/1
5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
SEE DETAIL ATTACHMENT PER DETAIL 5/SO.1
1/SO.2. 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
j TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
7. AT PORCHES. SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN
IST FLOOR
4- THIS END w/ 9-10d.
12 1 F_ FRAMING
WALL FRAMING wo
it z
--- PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES 00 NOT SCALE DIMENSIONS FROM
OR JOIST. THESE DRAWINGS.IF A DIMENSION 6
z UNCLEAR REFER TO THE
r
ARCHITECTURAL DRAWINGS OR
Li
WALL FRAMING 21
z
CS18 STRAP w/ 10" PLAN NAME
END LENGTH. FASTEN UMBERLAND-CARIBBEAN
'MIS END w/ 9-10d. rc
DESIGN/DRAWN/CHECKED
FIRST LEVEL� WALL FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD 7A CS LAP
SCALE: 1/4" 1'-0" ALL EXTERIOR WALL 48" O.C. DATE
UNLESS OTHER NOTED 09.18.15
SHEARWALLS SCALE
(SW �dOY/V) 24" O.C. AS NOTED
LPA No.
�_SOLE PLT 0 0 WHEN NOTED ON PLAN TOLL-15-00527
SEE NOTE 2 CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/30.0 SHEET
2. AN,-1HOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36" = 36"
ON-CENTER SPACING S101
1*,,,�SH�EET 6�OF�9 �)II
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
4. MEN USING (2)H2.5T CLIPS ON 1'/,* WIDE LUMBER, PLACE CUPS aim
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. I ' — I
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
�;ER j.
;VrR0**!'6o'
,X_R
CE
�o 7"4:� **
4
146
S E OF
401
10 10 Q 00
2x6 EXPOSED 2x6 EXPOSED
PORCH CEILING X1
*..P R I O�'
logo
RAFTER TAIL SO.1 SO.1 SO.1 RAFTER TAIL R ECTLY No
STUD DI ZONAL 0N%,,
SHEATHING SEE SEE 6/SO.2. SEE 6/SO.2. TOP PLATE TO %%V
IBELOW TRUSS
2/S0.1
H E3 SDWC15600 STUD SDWC15600 Christopher J Sabourin PE
LOi Z08d FL PE#71461
. . . . . . IN'
TRUSS TIE DOWN WITH SIMPSON SDWC
601 \\'�--(2)HTS16 (2)HTS1 6-- tzsnr O'd a-__1 Sol r"iTETISONS DATE
PORCH CEILING
Rafter to Top Plate shown
SHEATHING SEE
601 vzsnr vzsnr /1,08d Sol Truss to Top Plate similar
X X X I I X 2/S0.1
Optimal 22)T
SOA 601 trzsnr vzsnr o A- 901
la
T—
C)
0
601 vzsnr u- 1, Sol
FIELD ALTERAMN
CONTRACTOR SHALL CONTACT LOU
t,zsnr
601 K Sol STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
0 BELOW TRUSS MAKING ANY STRUCTURAL FIELD
C:) 0) ax MODIFICATIONS WHICH MAY VARY
iz— 4 N so.1 FROM THE INTENT OF THE ORIGINAL
^2
ipzsnr shr CONSTRUCTION DOCUMENTS.ANY
601 A 1,0 d 1 .000- 901
BEING APPROVED BY LOU PoNTiGoa
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
1_j — —_ _Z� — ADDITIONAL ENGINEERING OR
;z F TUD SDWC15600
601<(SO.2 tpzs Vol
1. Sloped—roof rafters may be sloped up to and including
M co n N
4K Z//// C a o a 0 0 CD a a 12:12 pitch and must be 'birdsmouth" cut.
_7' U LL LL LL IJ_ LL LL LL LL I I
9ZGH-L vzsnr 1,09d 100-L r////,. 2. Reference detail 4 for installation instructions.
4--
Sol
,&I I I I I I 1 1 (2)H TS1 6-
Qni 2x4x8' VERTICAL SCAB nsn'r SIMPSON SDWC INSTALLATION P.,ANGE
48-1 1 Vol
�/EACH SIDE OF WEB. SET
ON TOP PLATE & FASTEN 000
i I -M Coi
9ZGH-L
Qni 0 F TO WEB w/2- ROWS OF -cy F 101 A l0i
NY 4<
J Od @ 6 ' 0.C.
Uj
9zaH1 "0 :109d Coi
Icrv- 1/' 10
I Pon I rC14 I 1��
co
I;TO llqt - X�"_ I
I. % Ip I —r
ri N� I Col
I 1 1711 1
Lpni C08d
-(4)HTS1&/
Uj
Lpni Sol
IL
r6 I E N;Wj - V,
11 1 �"I�
1A
SO.2 113 _ 0 ___ �[12
f:Fr LQni 1,08d ZO
oil
1 21 HTS16— STUD NOT DIRECTLY n
-tpzsnr 1,08d BELOW TRUSS
SDWC15600
LO
L /6\ Reference detail 2a for installation angle limit Uj
tpzsnr nArj zol SO.2 un
r\ SDWC INSTALLATION
7M
Lila I Min A
tzsnr zol 1P
Rafter to Top Plate shown
\Nf/ (Truss to Top Plate similar) C)
L-10 I tpzsnr Wl,0Qd W W zoi
Uj
C) 'd U-) co (0
0 C 0 C:) C) 0 00.1-
U_ LL U_ U_ U_ U_ U_ U_ 1109d zol
Jim,, C:) CD tzsnr // \ / \ / \1i / \ I
F I -- i i f STUD NOT DIRECTLY
(2)HTS16 J x L__ 1 1 ft*tk**
-4---A------ BELOW TRUSS
V
iv I M 11
1"�(2)H TS 16 Z0'9d lo_L Do not install SDWC in
F67] N. . I 2x4 X-BRACING OVER W Q hatched area
10 10 11 SHEARWALL. PROVIDE SDWC15600
SO.1 S0.1 SO.1 BLOCKING AT TOP &
BOTTOM CHORD OF 0�veang -11 1/2" MIN
' TRUSSES. 2* MAX
SDWC INSTALLATION RANGE
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES FLOOR AND
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING ROOF TRUSS
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 Rafter or Truss
SCREW UNLESS OTHERWISE NOTED V minimum edge PLACEMENT
FLOOR AND ROOF TRUSS PLACEMENT PLAN distance for full
SCALE: 1/4" 1'-0" values (with or Splice may be in upper or PLAN
without a plate lower plate
splice)
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
X* from top plate ARCHITECTURAL DRAWINGS OR
splice Offset CONTACT THE E.O.R.
for full values STUD NOT DIRECTLI PLAN NAME
BELOW TRUSS I
CUMBERLAND-CARIBBEAN
DESIGN/DRAWN/CHECKED
CS BTC/LAP
DATE
09.18.15
SDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-15-00527
CONTROL No.
SHEET
Sle2
SHEET 7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN 7m
-------- 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 aim I
FOR SUPPORT HEADER. m
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.0, 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
V A307 DIAMETER FULL HEIGHT -
X THREADED ROD, SEE DETAIL 12/S0.1
Omegas.
A307 DIAMETER FULL HEIGHT E
X5 THREADED ROD, SEE DETAIL 12/S0.1
A307 DIAMETER THREADED 14
-A-
ROD TERMINATES AT FIRST FLOOR S w
TOP PLATE, SEE DETAIL 12/SO.1
S E OF
A307 DIAMETER THREADED A%
'11� 00
ROD TERMINATES AT FIRST FLOOR , 0 �?
(95 TOP PLATE, SEE DETAIL 12/SO.1 X11- -0.4 OR 10
NAL
((2)2x6-2/2) SIMPSON HTT5 SEE DETAIL 15/S0.1 I
I Christopher ) Sabourin PE
FL PE#71461
SIMPSON DTT2Z SEE DETAIL15/S0.1
\,\\-,(2)CSl 8 (2)CS1 8 IONS DATE
ATBASE AT BASE
OF1 STUDS OF STUDS SIMPSON LTT208 SEE DETAIL15/S0.1
12* LONG LIGHT GAUGE STRAP
U) LSTAII 2 FASTEN TO TOP PLATE AND STUD
V) WITH 5-10d COMMONS
0
WALL STUD SCHEDULE
0 m PLATE STUD SIZE
1-- cr_ LOCATION HEIGHT & SPACING
-j LLJ EXTERIOR 9#-1"
-i 2x4 SPF#2 0 16* O.C. rRELD ALTERAMN
< MAX
10'-1 2x6 SPF#2 0 16* O.C. 9L CONTRACTOR SHALL CONTACT LOU
EXTERIOR MAX 2x4 SPF#2 0 12* O.C. PON11GO&ASSOCIATES PRIOR TO
z MAKING ANY STRUCTURAL FIELD
LLJ L EXTERIOR 10'-1 0 TO 2x6 SPF#2 0 16- O.C. MODIFICATIONS WHICH MAY VARY
F- Co 14'-0 FROM THE INTENT OF THE ORIGINAL
lo cf) 1 01-0" CONSTRUCTION DOCUMENTS.ANY
< INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
SO.2 LL- BEING APPROVED BY LOU PONTIGO&
INTERIOR 12'-Om 2x6 SPF#2 0 16m D.C. ASSOCIATES MAY RESULT IN
MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
IL
-j 3. SPF DENOTES SPRUCE PINE FIR- SYP DENOTES SOUTHERN
YELLOW PINE
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
U
X
C14 L 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
< TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
Cq 11 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 4< un
46 C; SHEARWALLS
Lo Ln 10
-J 00 SO.2 COMBINED USE PANEL NOTES
<
z elf
T-1 0 bi 1. EXTERIOR WALL SHEATHING SHALL BE
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
z TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
0 Ld
MEMO > SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj
z
0 2. SEE SHEET SO.0 FOR WALL SHEATHING
L",
X
SPECIFICATIONS. z
C14 4<
3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
V) I
V) fn I DETAIL 1/SO.O CL
X
C14
Of 0 1011%
N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
U Ir- V) 3/SO.O
Uj
00)
Q� GENERAL NOTES
< 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
3g: SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
0 SIZES AND SPACING. AT GIRDERS AND BEAMS,
-i PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
Ld Ld
m PLIES.
(2 CS1 8 (2)CS 8 (AI
<
A�T' BASE AT BAiE- LL- 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
OF1 STUDS OFSTUDS SHEATHING SPECIFICATIONS.
n N 3. MERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
F(2)2x6-1 TOGETHER PER DETAIL 6/SO.O 00
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
5. AT SHEARWALLS, PROVIDE DIAPHRAGM C)
ATTACHMENT PER DETAIL 5/SO.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN 2nd FLOOR
7 THIS END w/ 9-10d.
z FRAMING
WALL FRAMING CD
z
PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
z
WALL FRAMING Uj C.D ARCHITECTURAL DRAWINGS OR
z
CS18 STRAP w/ 10" PLAN NAME
END LENGTH. FASTEN UMBERLAND-CARIBBEAN
rc
THIS END w/ 9-10d.
DESIGN/DRAWN/CHECKED
SE OND LEVEL WALL FRAMING PLAN CS / BTC/LAP
SCALE: 1/4" V-089 DATE
09.18.15
SCALE
AS NOTED
LPA No.
TOLL-15-00527
CONTROL No.
SHEET
S103
SHEET 8 OF 9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES,
I. 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 a=
4. WHEN USING (2)H2.5T CLIPS ON 111/2" WIDE LLIMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, I nc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
ER J.
***\CE q
0! 461
2x6 SYP#2
OUTLOOKER -000. S OF rz!
00
@ 24 0. A,
STUD DIRECTLY
BELOW TRUSS TOP PLATE TO ONO"As k8_6 _0
SDWC15600 STUD SDWC15600
FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC
Ko"_�TISVNS DA
MIL
Rafter to Top Plate shown
Truss to Top Plate similar
Optimal 22)�
i a
W
1 "0)
�FIEUD ALTERAMN �)ii
r5 CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO
0.0 BELOW TRUSS MAKING ANY STRUCTURAL FIELD
X2"MOX MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUDSDWC15600 ADDITIONAL ENGINEERING OR
INSPECTION FEES.
hT_1 jigit 1. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be *birdsmouthp cut.
V11 2. Reference detail 4 for installation instructions.
e%i
--9 H I I
SIMPSON SDWC INSTALLATION RANGE z
L9.0
4< Ln
LLJ
tX LIJ
z
MIL STUD NOT DIRECTLY
BELOW TRUSS SDWC15600 n
Uj
o e: Reference detail 2a for installation angle limit
UO
ML _j SDWC INSTALLATION
Rafter to Top Plate shown
F1 (Truss to Top Plate similar) Uj
1 0
STUD NOT DIRECTLY
LOW RUSS Cn
Do not install SDWC in
2x6 SYP#2 hatched area
OUTLOOKER 0 0
0 24" 0.C. SDWC15600 U
O�veang 1 1/2' MIN
2* MAX
TRUSES ROOF RAFTER NOTES: STRAPPING NOTES SDWC INSTALLATION RANGE
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 TRUSS
SCREW UNLESS OTHERWISE NOTED
Rafter or Truss PLACEMENT
e minimum edge
distance for full PLAN
values (with or Splice may be in upper or
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
splice Offset
for full values STUD NOT DIRECT
BELOW TRUSS PLAN NAME
ROOF ITRUSS PLACEMENT PLAN CCUMBERLAND—CARIBBEAN
DESIGN/DRAWN/CHECKED
SCALE: 1/4' V-0" CS / BTC/LAP
DATE
SDWC AT TOP PLATE SPLICE 09.18.15
SCALE
AS NOTED
LPA No.
TOLL-15-00527
CONTROL No.
SHEET
Sle4
I%...- SHEET9 OF9
11-00
F 1 Zj COPY 24-11-00 15-MOO
1- 00
T11
- —————————-
T12
I UILDING COMPUNEINT S
T13 4627 JP HALL BLVD. SUITE 208
C nv- am dor er 6 T14 GREEN COVE SPRINGS, FL 32043
fr nt win ow
0: 904.297.9390
T15
F: 904.529. 1 406
BEARING HEIGHTS
011
42 11
C til I
FG01
F04 10 1 1 /E3
c4 F03
04 17 F03 1 9 1 7 11
04 F03
6 03 0. 20 7 if
04 0
81 Pit. THIS IS A TRUSS PLACEMENT
8 9. 02 DIAGRAM ONLY.
06 These trusses are designed as
pe Clg 12-11-04 1 8
individual building components to be
F06 1-00�00 incorporated into the building design at
THIS IS
D
T ese tI
indi d al b
vi u
cor or t
i[n p a ed
2 the specification of the building
)3
8 designer. See individual design sheets
9 O.0 zo
h d, tor each truss design identified on the
9- ig. T28 placement drawing.The building
designer is responsible for temporary
T2 and permanent bracing of the roof and
floor system and for the overall
T structure.The design of the truss
91 Pit. support structure including headers,
9 91 Pit. beams,walls, and columns is the
T responsibility of the building designer.
91 Pit. For general guidance regarding
12-0"8
8-03-08 17-11-08 bracing, consult"Bracing of Wood
24" C.
C?0
Trusses"available from the Truss Plate
Institute,583 D'Onifrio Drive;Madison,
WI 53179.
22 ATTENTION.
Refer to truss layout and engineering
33 c� 21
documents that arrive with delivered
2 T20
C.) field trusses.
8 0 Unless noted otherwise,all beams are
1 T- V
30 T18 04 REVISION by others. DATE
T17 CHECKED By 00/00/15--
j j 2
1- 00 Conv.fra e dormer T16 1. 00
r m w J01
24 8 1.0 CLIENT TOLL BROTHERS
48 iii 9
9 �Jol 8 8 16 8 Ljo 16
SUBDIVISION ATLANTIC BEACH
1-04-00
8
21-11-00 MODEL THE CUMBERLAND
5-01-00 12-11-00
39-11-00
NOTE:Roof truss heels are based on 1�4'overhangs. ELEVATION CARIB13EAN
L13T # DRAWN B
LP
SECOND FLOOR LAYOUT FIRST FLOOR LAYOUT DATE
SCALE: NTS SCALE: NTS 042 09/14/2015
REF#
B007