1661 PARK TERR E - NEW HOME STRUC DRAWINGS GENERAL: WOOD: TRUSSES: GENERAL DESIGN CRITERIA
A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS
I BUILDING CODE 12014 FBC - RESIDENTIA
ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS-#2 SYP ENGINEER LICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA.
INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED 2. WALL PLATES-#2 SYP, U.N.O. B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S)SHOWN ON THE
DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT 3. WALL HEADERS-#2 SYP FRAMING PLAN(S). ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS WIND DESIGN CRITERIA
THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED 4. WALL STUDS-#2 SPF, U.N.O. OFFICE PRIOR TO COMMENCING FOUNDATION POUR OR FRAMING. IN 13 0 D WE TRUST
BELOW. B. ALL ENGINEERED WOOD PRODUCTS (EWP)TO BE AS FOLLOWS: C. ALL TRUSSES TO BE DESIGNED TO MEET-OR EXCEED THE WIND SPEED/EXPOSURE DESIGN GUIDE
B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. a. ALL STRUCTURAL COMPOSITE LUMBER(SCL)TO BE AS FOLLOWS DESIGNATED IN THE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. ASCE 7-10
C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING b. BEAMS b. COLUMNS D. REFER TO TI�USS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, WIND SPEED (VULT) 130 mph
CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING - LSL- 1.55E - LSL- 13E OR LEDGER :ONNECTIONS. IF NO CONNECTION IS SPECIFIED,CONTACT THIS
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CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR - LVL- 2.OE - LVL- 1.8E OFFICE IMN EDIATELY. WIND SPEED (VASD 101 mph F>= w 0 00
THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE - PSL-2.OE - PSL- 1.8E/2.OE (PER PLAN) E. REFER TO TI MSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. 04 co
NOT SPECIFICALLY IDENTIFIED. 5. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI) 40, U.N.O. F. TRUSS UPLI :TS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE EXPOSURE CATEGORY C cl)
D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 6. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND DISREGARD -D. UPLIFTS HAVE BEEN CALCULATED BY THIS OFFICE AND ALL
DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. INSTRUCTIONS. CONNECTIO 4S SPECIFIED ON THESE PLANS SHOULD BE FOLLOWED. -BUILDING TYPE ENCLOSED 0 co%
E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT C. ALL SHEATHING TO BE AS FOLLOWS: G. TRUSSES RE 3UIRE EXTREME CARE IN FABRICATION, HANDLING,SHIPPING, WIND-BORNE DEBRIS CLASSIFICATION RISK CATEGORY 11
LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED 1. ALL SHEATHING TO BE APA OR TECO RATED. INSTALLING P%ND BRACING, REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA CL C>
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BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF PRIOR TO PERFORMING THESE FUNCTIONS. TOPO RAPHY FLAT 0
INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO H. TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER 0 -j
F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED SUPPORTS. MEAN ROOF HEIGHT < 30' LL-
3. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/2x SOLID SCHEDULE (SEE FR SHEETS) OR 2x4#3 SPF PURLINS SPACED ACCORDING TO THE
BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER MAXIMUM SPACING ON THE TOP CHORD OF THE TRUSS ENGINEERING BENEATH Z
THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A MATERIAL. PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY OVERFRAMING PER DETAIL w
DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE 4. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD w/(2) SOLID SAWN MEMBER DESIGN CRITERIA z
RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT a. 7/16. ...... .437" THICKNESS - 24/16 SPAN RATING .13lx3" NAILS. w Z P
SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING 1. BOTTOM C RD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED USE L.L. D.L. L.L.A T-L.A rvo vj
THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING DRYWALL CEILING OR 2x4#3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE LA- co
STRUCTURAL IN NATURE SHOULD BE BROUGHTTO THE ATTENTION OF THIS d. 23/32" ------ .719" THICKNESS - 48/24 SPAN RATING SPACING Of'THE BOTTOM CHORD OF THE TRUSS ENGINEERING. ATTACH PURLINS DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. ROOF (SHINGLE) 20 7 L/240 L/180 W c�
D. ATTACH ALL STUD COLUMNS,JACK/KING ASSEMBLIES, CORNER POSTS, ETC. =) W -4
OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS. TO EACH INTERSECTING BOTTOM CHORD w/(2) .13lx3" NAILS. SEE DETAIL C/FRD FLOOR (ROOMS) 40 15 L/360 I L/240 Z < co
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THE STATE OF FLORIDA. FOR BRACING OF BOTTOM CHORDS AT PORCHES. It
G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM 4. 2x4 POST- (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF J. WEB BRACING QUANTITY AND LOCATION TO BE ACCORDING TO THE TRUSS FLOOR (DECKS) 40 15 L/360 L/240 0
CENTERLINE OF POST. U) cr)
MANUFACTURER OR DESIGNER. ENGINEERING. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER TRUSS z
H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB 5. 2x6 POST- (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD ENGINEERING GUIDELINES. FOR MULTIPLE, IN-LINE TRUSS BRACING APPLY 2x4#2 FLOOR (BALCONIES) 60 15 L/360 L/240 w
SITE PRIOR TO COMMENCING WORK. EDGE. SPF BRACE TO EACH TRUSS WEB w/(2) .13lx3" NAILS. EACH LATERAL BRACE LINE ATTIC CEILING (STORAGE) 20 5 L/360 L/240 CK Lu
1. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE,ARE THE PROPERTY OF THE 6. 2x8 POST- (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) TO BE BRACED TO THE ROOF DECK. 0 z
ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. ATTIC CEILING (NO STORAGE) 10 5 L/3 60 L/240 0
EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. E. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" M
J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE o/c OR ATTACH GYPSUM TO INTERIOR POST w/MIN 5d NAILS @ 4" o/c. IF WALL (BRITTLE FINISH) L 360 0 0-
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION MORE THAN 3 PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS L WALL (FLEXIBLE FINISH) L/120 0-
ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. SPECIFIED. Z 't
K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION F. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS 0 0)
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PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS INDICATED IN FBC TABLE 2304.9.1. TRUSS MEMBER DESIGN CRITERIA (o
COMPONENT PARTS DURING ERECTION. G. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS:
L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL a. 8d - .131"x2-1/2" c. 12d .148"x3-1/4" L.L. T.L. <
TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE b. 10d - .148"x3" d. 16d .162"x3-1/2" MEMBER L.L. D.L.
STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE.
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BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED
STRUCTURE ONLY. ROOFTOPCHORD (SHINGLE) 20 7 L/240 L/180
a,b
ROOF BOTTOM CHORD 10 5 L/240 L/180
FOUNDATION:
FLOOR TOP CHORD 40 10 L/360 L/240
A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT HOLD DOWN CONNECTOR SCHEDULE
STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED FLOOR BOTTOM CHORD 0 1 5 IL/360 L/240
SIMPSON USP FASTENERS
ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE
AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOT ANTICIPATE HOLD DOWN ALTERNATE LOAD REQUIREMENTS.
DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH AS TO POST: (10) 10d COMMON (.148)x 3" NAILS b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE) WHEN TWO OR
LTT20B
THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND
MATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL TO SLAB: 3/8" x 6" ATR wl 2x2xl/8 WAS-HER ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR
CORROSION/DECAY RESISTANCE: TO POST: (8) 1/4"xl-1/2"SDS SCREWS
ENGINEERING FIRM MAY BE USED AT THE DISCRETION OF THE BUILDING DTT2Z GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM
CONTRACTOR AND/011 BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE TO SLAB: 3/8" x 6"ATR OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET:
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OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, LUMBER EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT (18) .162 x 2-1/2" NAILS THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR
HTT4 HTT4 <
FRAMED OPENING.
THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY (DECK/BALCONY BOARDS,JOISTS, POSTS, ETC.)SHALL BE PRESSURE TO SLAB: 5/8" x 10"ATR THE BOTTOM CHORD PITCH IS< 2/12.
LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. PRESERVATIVE TREATED TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. TO POST: (26) .162 x 2-1/2" NAILS w
B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BORATE-TREATED WOOD SHALL NOT BE USED AS/FOR STRUCTURAL HTT5 HTT5 TO SLAB: 5/8" x 10"ATR BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF
BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf(LEVEL BACK SLOPE). NOTIFY MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT UNLESS ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED w
THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE SPECIFICALLY RATED BY THE MANUFACTURER/TREATER AS ADEQUATE FOR HDQ8 UPHD8 TO POST: (20- 1-/4" x 3"SDS SCREWS OVER THE ENTIRE SPAN.
NON-CONFORMING CONDITIONS ARE FOUND TO EXIST. THE USE. I TO SLAB: 7/8" x 13"ATR
C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE TO KOST-._j J30) 1/4" x 2-1/2"SDS SCREWS
FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. HDUll UPHDll
D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. TO SLAB: � 1" x 15"ATR
C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN
E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE CONTACT WITH CORROSIVE MATERIALS (ACQ, CA-B, CBA-E, ETC.) SHALL BE HDU14 UPHD14 TO POST�L(36) 1/4" x 2-1/2" SDS SCREWS
WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR Z-MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE TO SLAB: � I" x 15'iATR z
SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE NOTE: a] W
EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION w I`- Z W
MOVEMENT OF RETAIN I NG/FOU NDATION WALLS UNTIL STRUCTURAL SYSTEM WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE USING SIMPSON "SET-XP" 2-PART EPDXY INSTALLED PER MANUFACTURER'S TIE-DOWN DESIGN TYPE
COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE INSTRUCTIONS. w
SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH
THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND THE HOLD DOWN TO POST. FILL ALL HOLES. 0 0� 0 T
ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD 3/8" ALL THREAD ROD SYSTEM
CONNECTORS. T w Ll ul
FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. D STAINLESS STEEL AND ZINC-PLATED (Z-MAX, H DG, ETC.) FASTENERS AND FRAMING CONNECTOR SCHEDULE
F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A I v
DENSITY OF MIN. 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS SIMPSON USP J
1557) FOR A DEPTH OF AT LEAST TWO FEET(2') BELOW THE BOTTOM OF THE CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATED CONNECTOR ALTERNATIVE FASTENERS
FOOTING. CONNECTORS. w z w
E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND H2.5A OR H2.5'r RT7A OR RT7 (5) 8d COMMON x 1-1/2" PER END
G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE H8 RT8A (5) 10d COMMON x 1-1/2" PER END ko < > >
DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS ENVIRONMENTS OR APPLICATIONS 15 NECESSARY FOR CONTINUED, w ko j D 0
SHALL BE REINFORCED WITH 6x6 W1.41.4 WWM LAPPED 8" AT EDGES AND ENDS MTS12 MTW12 (7) 10d COMMON x 1-1/2" PER END
LONG-TERM SATISFACTORY PERFORMANCE.
IN CONFORMANCE WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE HTS20 HTW20 (12) 10d COMMON x 1-1/2" PER END �3
USED WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH
(16) 16d SINKER x 3-1/4"TO TRUSS
ASTM-C 116. MASONRY: LGT2 LUGT2 (14) 16d SINKER x 3-1/4"TO PLATE/POST
H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER REVISIONS
DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS LGT3 LUGT3 (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS
95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557). FILL SHALL 402 MASONRY BUILDING CODE. (26) 16d SINKER x 3-1/4"TO PLATE/POST
BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING LGT4 LUGT4 (16) 1/4"x3" SDS SCREWS TO TRUSS
PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. (30) 16d SINKER x 3-1/4"TO PLATEROST
1. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A
GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). -CS22 ----------- (7) 8d OR (6) 10d COMMON x 1-1/2" PER END
OF 2500 psi AT 28 DAYS. C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. CS20 RS250 (8) 8d OR (7) 10d COMMON x 1-1/2" PER END
J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM RS200------- (11) 8d OR (9) 10d COMMON x 1-1/2" PER END
CONCRETE CAST AGAINST EARTH - 3" 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO CS16 RS150 (16) 8d OR (14) 10d COMMON x 1-1/2" PER END DESIGNED BY: BAM
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER- 11/2" PROVIDE A SLUMP BETWEEN 8"-11".
INTERIOR SLABS, WALLS - 3/4". E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL MSTA12 MSTA12 (5) 10d COMMON x 1-1/2" PER END DRAWN BY: BCW
1. REI;FORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL PLANS UNLESS NOTED OTHERWISE. MSTA18 MSTA18 COMMON x 1-1/2" PER END
REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25#1 MSTA24 MSTA24 (9) 10d COMMON x 1-1/2" PER END CHECKED BY: BAM
FOR#5 BARS. ALL 900 HOOKS SHALL HAVE A MIN. BEND LENGTH OF 611 FOR#4
INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF AND 7-1/2" FOR#5 INTO FOOTING UNLESS NOTED OTHERWISE. MSTA36 MSTA36 (13) 10d COMMON x 1-1/2" PER END
REINFORCING SHALL BE 25" FOR#5 BARS AND 20" FOR#4 BARS. ALL 900 HOOKS
G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. -MST48 KST248 25) 16d COMMON x 3-1/2" PER END
SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR#5 INTO CJ409B NUMBER
MST60 KTS260 (34) 16d COMMON x 3-1/2" PER END
H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x A(
FOOTING UNLESS NOTED OTHERWISE.
7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR (6) 10d COMMON x 3"TO STUD JEB547 D
J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN,
JOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND SP1 SPT22
MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, (4) 10d COMMON x 3"TO PLATE
VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO
CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS (6) 10d COMMON x 3"TO STUD SHEET
AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". SP2 SPT24
(6) 10d COMMON x 3"TO PLATE
ALLOWABLE SPANS FOR LINTELS (4) 10d COMMON x 1-1/2"TO STUD
STEEL: SUPPORTING MASONRY VENEER SSP (3) 10d COMMON x 1-1/2"TO DOUBLE PLATE REVIEWED FOR CODE COMPLIANCE c S
A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO -NO STORY (1) 10d COMMON x 1-1/2"TO SINGLE PLATE CITY OF ATLANTIC BEACH
AISC "SPECIFICATION SIZE OF STEEL ONE STORY TWO STORIES SEE PERMITS FOR ADDITIONAL
FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ANGLE ABOVE ABOVE ABOVE (8) 10d COMMON x 1-1/2"TO STUD REQUIREMENTS AND CONDITIONS
BUILDINGS". L3x3xl/4 61-011 41-611 DSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE PROJECT ENGINEER
B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: L4x3xl/4 81-011 61-011 41-611 (2) 10d COMMON x 1-1/2"TO SINGLE PLATE REVIEWED BY.*_.M'k DATF.-_ 22,jl 6 %%%A11111fill
• PIPE-ASTM A53, TYPE E OR S, GR. B A. 44(,�Io�,
101
L5x3-1/2x5/16 --011 81-Ofl V-011 S� \r
• TUBE - ASTM A500 (9) 10d COMMON x 1-1/2"TO STUD E N
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-C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE L6x3-1/2xS/l6 r:��4 91-611 71-011 (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE
-f - N W10 %
36 UNLESS NOTED OTHERWISE. 2-6x3-1/2xS/ n_nil 121-011 91-611
HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS I SPH4/6/8 SPTH4/6/8 (12) 10d COMMON x 1-1/2"TOTAL :BRY
RAY
NOTES: A34 MP34 (8) 8d COMMON x 1-1/2"TOTAL P 010
SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE
a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4".
CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND LTP4 8d COMMON x 1-1/2"TOTAL
L=L.
COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION.
c. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING R I
RODS ASTM A449 OR SIMILAR-SHALL BE HEAVY HEX ASTM A563 GRADE DH, ........
THOSE SHOWN. NA
E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. MEMBER CONNECTION DETAILS VERSION 3.3 lit WO
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REMOVE EXISTING
511
+
I + �lj CURB FOR NEW
+1 C4
+ + + +
11 +
71-1011 4 -2 1/2" +1 211 1,+ OPENING
+ -+ 4 \5�-�� I+ +++I
1+
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+ + 4 ++
+
FOUNDATION Ln
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FOUNDATION + L +
+ T-19+
+ + + + + + +
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+ +1 +
++ % F-, 7-7 7-7 7-7 7-, 74, + _j
NEW FOOTING. EMBED HORIZONTAL + + + >- EL
IFA7 I,,+I+J-+j,++:. . .
FOOTING REINFORCEMENT + + �-�+ ' ++ + -1
+ ++ ItT
I +4 1+ EXISTING BEARING
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+ + + + �%++% . . . . � �++ �%+ %+++
+ I + 1 -4 + + T T . T T T . T T + -7 7� ;--+-4 1 + STEPDOWN BASED ON
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+ + . . . . . . + +
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DETAIL B u
1++ NOTE: HATCHED AREA
NOTE: HATCHED AREA ++ CUT& INSTALL NEW
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EXISTING SLAB >
SEE DETAIL B/FDl
w 0
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Ll @ GARAGE DOOR @ GARAGE DOOR
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w/244's
BOTH WAYS DESIGNED BY: BAM
NOTE: REMOVE 24" OF EXISTING ]
FOOTING BENEATH OHD AND DRAWN BY: BCW
INSTALL FOOTINGS PER DETAIL
CHECKED BY: BAM
2&6/FDD. TIE INTO EXISTING sm
SLAB PER DETAIL A/FD1.
FJOB NUMBER
J 8
547
�013
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No 64 10
BRYAN A. U RRAY
NOTE: THIS PLAN IS TO BE USED FOR NOTES: ;l -
FOUNDATION FL i4010
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STRUCTURAL FOUNDATION REQUIREMENTS REFER TO DETAIL REFER TO DETAIL 2/FDD ALL FLATWORK ONTAINED WITHIN THE BEARING FOOTINGS SAWCUT FLAT WORK IN 15'xl5' (�5) CERTAIN EMBED STRAPS (�6) FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR SEE SHEET FDD FOR
AND INTERIOR BEARING FOOTING 1/FDD FOR ALL FOR ALL EXTERIOR SHOWN TO BE A 4" CONC. SLAB REINFORCED W/ EITHER 6x6 GRID, 1" DEEP WHILE CONCRETE REQUIRE ADDITIONAL FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE
PLAN 0 R
LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/10 WWM OF FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF FOUNDATION DETAILS le 15�
'//l'/O N Al-
SCALE: 1/4"=l'-O" PLAN FOR SLAB DIMENSIONS. FOOTINGS. WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE.
12/ 15
71)
M N 13 0 D WE TRUST
CONCRETE CURB TO BE BUILT UP ::lf/
CENTER FOOTING ON LOAD OPTIONAL CON :RETE SILL TO BE TO FINISH FLOOR ELEVATION 0
BEARING WALL ABOVE. BUILT UP TO Fit�ISH FLOOR 6"MIN (MAX H EIGHT=8"). IN
ELEVATION (M) X WIDTH 6", 0') LO
MAX HEIGHT= 311). 4" CONCRETE SLAB 4" CONCRETE SLAB w 0 00
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VARIES, SEE ARCH. 8" MIN. co 4
VARIES 4 4 1 8" MIN. 4 L
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CONTINUOUS 8" FOO PAD FOOTING SHOWN CONTINUOUS FOO1 ING AS FOLLOWS: LL
w/(I)#4 or#5 CONT. BEYOND FOR BEARING POSTS. 1-STORY: 16" WIDE w/(2)#4 or (2)#5's OPTIONAL 8"0' BRICK CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR
SEE PLAN FOR SIZE AND 2-STORY: 20" WIDE w/(3) #4 or (2)#5's LEDGE w/(1)#4 OR#5 FOOTING AS FOLLOWS: LEDGE W/(1)#4 OR#5 FOOTING AS FOLLOWS: w
LOCATION. CONTINUOUS. 1-STORY: 12" WIDE w/(2)#4 or (2)#5s CONTINUOUS. 1-STORY: 12" WIDE w/(2)#4 or(2)#5's c (D z
2-STORY: 16" WIDE w/(3) #4 or (2)#5's 2-STORY: 16" WIDE w/(3) #4 or (2)#5's
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MONOLITHIC PORCH EDGE DETAIL MONOLITHIC BEARING STEP DOWN DETAIL MONOLITHIC EXT. FOOTING DETAIL w/ CURB MONOLITHIC EXT. FOOTING DETAIL W qt
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OPTIONS: STEMWALL DETAIL 4 �OPTIONS: �STEMWALLD�ETAIL�3 OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 OPTIONS: STEMWALL DETAIL I OR ELEVATED MONO DETAIL 9 5 11_� ,
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8" CMU w/#4 OR#5 VERTICALS @ EACH MAX PROJECTION OF CMU S (0
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VARIES, SEE A%4RCH. ,,�
SEE DETAIL I-STEMWALL _T_ CHAIR BLOCK w/(1)#4
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ELEVATION CHANGE AND 48" o/c
FOR WALL REQUIREMENTS 4 THEREAFTER. BEND MIN. 12" INTO HEADER 4" CONCRETE SLAB OR#5 CONT.
8" CMU w/#4 OR#5 VERTICALS @
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GRADE GRAI I GRADE M
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LOCATION. 48" o/c THEIR---AFTER. BEND MIN. 1 -771=711 11=111 10 11- 48" o/c THEREAFTER. BEND MIN.
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FOLLOW DETAIL 1-STEMWALL REQUIREMENTS CONTINUOUS STRIP FOorING AS FOLLOWS: CON
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1-STORY: 16" WIDE w/ (2)#4 or (2)#5s I-STORY: 16" WIDE w/(2)#4 or (2)#5s 1-STORY: 16" WIDE w/(2)#4 or (2) #5's L
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2-STORY: 20" WIDE w/M #4 or (2) #5's 2-STORY: 20" WIDE w/(3)#4 or (2)#5's 2-STORY: 20" WIDE w/(3)#4 or (2) #5's
(FOR BRICK VENEER, ADC 4"TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4"TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4"TO FOOTING WIDTHS SHOWN)
1 1 F—
VIEM ALL PORCH EDGE DETAIL (MAX. 5 COURSES) STEMWALL BEARING STEP DOWN DETAIL STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) _STE�MW�AL�LDE�TA�IL (M_AX. 5 EXPOSED COURSES) ca
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EXCEEDS 8", USE STHDII
BEARING STEP DOWN DETAIL HICKENED EDGE GARAGE OPENING EMBED STRAP(S) @ GARAGE OPENING DETAIL REVISIONS
6
�DETA�ILIS O�NLY R�EQUIR�EDWH�ENSP�ECIFIED�ON P�LAN.
FOR STEMWALLS, OVER 2-COURSES OR MONO CURBS OVER 16", SEE DETAIL 11.
DETAIL 11 MAY ALSO BE FOLLOWED IF EMBED IS NOT PROPERLY INSTALLED.
DESIGNED BY: BAM
(1)#4 or#5 CONTINUOUS (1) #4 or#5 CONTINUOUS DRAWN BY: BCW
FINISH FLOOR ELEVATION
@ 3" FROM TOP. @ 3" FROM TOP.
EXPANSION JOINT 6"MIN. - CONCRETE CURBTO BE BUILT UP 4" CONCRETE SLAB CHECKED BY: BAM
TO FINISH FLOOR ELEVATION
ELEVATION OF POOL DECK7� #4 or#5 VERTICALS @ (MAX HEIGHT= 30"). #4 or#5 VERTICALS @ EACH
CORNER, EACH SIDE OF E ION 44
JOB NUMBER
48 o/c BEND INTO LEVAT
FOOTING & LAPPED 6" 4" CONCRETE SLAB CHANGE, & 48" o/c THEREAFTER.
4
8 MIN.
WITH UPPER STEEL. BEND MIN. 12" INTO SLAB.
48" MAX. J8547
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TYPICAL LOAD BEARING
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FOOTING AS FOLLOWS: FOOTING AS FOLLOWS:
SHOWN, MONOLITHIC LEDGE w/(1)#4 OR#5 LEDGE W/ (1)#4 OR#5
APPLIES AS WELL. CONTINUOUS. I-STORY: 12" WIDE w/(2)#4 or (2)#5's CONTINUOUS. I-STORY: 12" WIDE w/(2)#4 or (2)#5's PROJECT ENGINEER
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IS IN PROXIMITY TO POOL. 4010
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12/ 15
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
INTERIOR ZONES END ZONES
SIZE ZONES 1 & 2 ZONE 3 IN E3 0 D WE TRUST
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SQUARE FEET
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@ PORCH HDR w/ @ PORCH HDR W/ @ PORCH HDR W/ @ PORCH HDR w/ JOB NUMBER
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FJ�8547
SHEET
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ROOF SHEATHING
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INTERIOR ZONES END ZONES
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8d RING SHANK 8d RING SHANK
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OVER AND CENTERED ON RIDGE ONE OF THE FOLLOWING: - T_
ALL OVERFRAMING TO BE BRACED F-
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TO ROOF BELOW PER DETAIL WITH THE LONG DIMENSION LI 00
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INDICATES DIRECTION OF RAFTERS n UJ Z) ,4-
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2. ALL EXTERIOR WALLS NOT LABELED z
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w
z
0
WINDOW SILL/HEAD Z 1:
ATTACHMENT
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OPENING WIDTH ATTACHMENT 0
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@ PORCH HDR. @ PORCH HDR. 0
HEADERS
71 if - 21
(2)2x
2)2xl.
w
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#OF PLIES NUMBER OF KING ci
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NOMINAL SIZE UF STUDS EACH SIDE
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@ GIRDER. @ GIRI ER. 3ply 2x4 110ST 3ply 2x4 POST DESIGN PRESSURES
�2 (2)2x12��;�2] I
D GIRDER. @ GlRD_Eft--.-
OPENING SIZE OR INTERIOR END
(2)2x6-.1/2 _)2 X6-1/21 (2)2�4-1/1
j (2)2x,5-1/3 TRIBUTARY AREA IN ZON ES ZO ES
iL --------------11 SQUARE FEET N H N H
0-20 25.6 27.7 25.6 34.2
21-50 24.5 26.7 24.5 32.1
51-100 23.0 25.1 23.0 29.0
DESIGNED BY: BAM
101-200 21.7 23.8 21.7 26.7
1 (2)2x��-1/3
1 (2)2x4-1/21 1 1 (2)2x4-1/2-] 201-500 20.6 22.8 20.6 24.3 DRAWN BY: BCW
mu_- > 500 19.1 . 21.2 119.1121.2 j
CHECKED BY: BAM
JOB NUMBER
J8547
2nd FLOO SHEET
FR2
PROJECT ENGINEER
A. A40 ,
dR Y A R
OF
. 4(/
FRAMING PLAN /
4
R k 10
SCALE: 1/4"=l'-O"
1 1 / 12/ 1 5
NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF
TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO < 411
TRUSS w/8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING ROOF SYSTEM ROOF SYSTEM FUN
IJ 311 o/c. 8d NAILS @ 3" o/c. TRUSS W/8d TRUSS w/8d TO BLOCKING WITH
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2x#2 SYP NAILING SPECIFIE BLOCKING.
ENGINEERED (SEE FR SHEETS)
CONTINUOUS FROM ON PLAN. ROOF SHEATHING IN 130D WE TRUST
ROOF TRUSS. ENGINEERED ENGINEERED 7/16" THICK(MIN.) ENGINEERED (SEE FR SHEETS)
ATTACH EACH BRACE TOP PLATE OF ROOF TRUSS. ROOF TRUSS.
ROOF TRUSS. SHEATHED-WALLTO SHEATHING
TO TOP/SILL PLATE W/
ADJACENT TRUSS. ATTACHED TO
(4) .13lx3" NAILS. 2x4#2 SYP NAILER
ATTACH EACH 2x MUST MATCH OR NAILER,TOP PLA1 E cv a
BRACE TO EACH EXCEED LENGTH OF ATTACHED TO AND BLOCKING W/ \-TOP PLATE (SEE NOTEA TOP PLATE TOP PLATE (SEE NOTEA :2---\-TOPPLATE cr) Lo
TRUSS BOTTOM 2x4#2 SPF LEDGER NAILTRUSS SHEATHED-WALL. TRUSS B0170M 8d NAILS @ 3" oA. ATTACH SHEATHING FORSTUCCO FOR ADDITIONAL FOR ADDITIONAL W 6 co
ATTACHED TO TRUSS BOTTOM CHORD CHORD w/ .13lx3" TO UPPER TOP FINISH: PROVIDE M CN co
ATTACH B.C. OF NAILING REQUIREMENTS NAILING REQUIREMENTS
NAIL 2x BLOCKING TO NAILS @ 3" o/c.
CHORD w/(3) w/ (4) .13lx3" NAILS @ TO 2x BLOCKING PLATE WITH o/c 8d 2x BLOCKING @ > cy) 4
.13lx3" TOENAILS. EACH INTERSECTING w/.13lx3" NAILS TRUSS TO TOP EDGE NAILING 16" o/c FOR 15/32" AT SW3/SW4 SHEAR AT SW3/SW4 SHEAR -Mao 9 1 T"
TOP PLATE w/.13lx3" co
TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. PLATE w/.13lx3" SPECIFIED ON PLAN. SHEATHING WALLS) WALLS) 0 <
2x4#2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3" o/c. APPLIED g
11.25" MAX. INTERIOR WALL EXTERIOR WALL --/--INTERIOR WALL C11
12" o/c ALONG WALL CHORDS ADJACENT TO VERTICALLY. -0 w m 1
16" MAX. EXTERIOR WALL STUDS-SEE STUDS- SEE STUDS-SEE
LENGTH. WALL ARE AT STUDS- SEE FRAMING PLAN FRAMING PLAN FRAMING PLAN o 0
DIFFERING HEIGHTS. FRAMING PLAN FOR SIZE FOR SIZE FOR SIZE (-) LL.
Z
WALL SHEATHING FOR SIZE WALL SHEATHING
OPTION #1 OPTION #2 OPTION #3 OPTION#4 OPTION #5 FLOOR SHEATHING
SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL- HIGH HEEL (SEE FR SHEETS) (SEE FR SHEETS) OVER ADHESIVE
PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT z
Lo
-SHOE PLATE E PLATE r�'
SHO SHOE PLATE SHOE PLATE Z) co
A/FRESHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES)
Z co
FOUNDATION -SEE FD SHEETS
2x4 PLANK ORIENTED U)
NAIL FLOOR SHEATHING TOP PLATE TOP PLATE z
NAIL FLOOR BRACES @ 48" o/c. w
TO TOP CHORD OF ATTACH FLOOR SHEATHING TO TOP ATTACH TO TOP CHORDS 1-STORY WALL SECTION
TRUSS w/ 10d NAILS @ SHEATHING TO 2x4#2 SYP CHORD OF FLOOR w/(4) 10d TOENAILS)
3" o/c. PANEL EDGE BLOCKING TRUSS w/10d FLOOR SYSTEM z
WITH 10d NAILS @ 3" o/c. ATTACH FLOOR NAILS @ 3" o/c. FASTEN FLOOR DECKING WALL SHEATHING 0
-ATTACH EACH BRACE SHEATHING TO 2x4 TO LATERAL BRACE w/(4) (SEE FR SHEETS)
TO TOP/SILL PLATE w/ #2 SYP PANEL EDGE
SEE BLOCKING 10d COMMON NAILS. SEXTERIOR WALL -INTERIOR WALL 0
ENGINEERED (4) .13lx3" NAILS. PANEL DETAIL BLOCKING WITH ENGINEERED TUDS-SEE STUDS- SEE
I 10d NAILS @ 3" o/c. FLOOR TRUSS. FRAMING PLAN FRAMING PLAN Z .4-
FLOOR TRUSS. if 1 1 1 lx4 DIAGONAL BRACE @
SHEATH FLOOR TRUSS ADJACENT I i FOR SIZE FOR SIZE 0
LOOR SHEATHING TOP PLATE co
TO SHEAR WALL w/7/16" RATED 48" o/c. ATTACH F
ATTACH B.C. OF to
ATTACH EACH SHEATHING ATTACHED W/8d DIAGONAL BRACE TO Q.
ENGINEERED TRUSS TO TOP PLATE EDGE NAILING FIELD NAILING SIZE 2ply 2x (MATCH WALL STUD) _7
BRACE TO EACH NAILS @ 3" EDGE & 12" FIELD. 7/16" RATED LATERAL BRACES w/(4)
SIZE
w/ .1310" NAILS @
m
TRUSS BOTTOM BLOCK ALL PANEL EDGES. FLOOR TRUSS. SHEATHING 3" o/c. 10d COMMON NAILS AT 10d COMMON 10d COMMON GRADE #2 SYP
CHORD wl(3) SHEATHING LENGTH TO MATCH ATTACHED EACH END. 23/32" 6" o/c 611 o/c NAIL (2) ROWS OF .13lx3" NAILS @ 12" o/c
SHEAR WALL LENGTH. w/8d NAILS EXTE N D WALL ERN STAGGERED (SEE NOTE A). SHOE PLATE SHOE PLATE 0
.13lx3" TOENAILS. IFAII
@ 3" o/c. SHEATHING TO 2x4 PLANK ORIENTED -If
I LAP MIN. 48" wl(24) .13lx3" NAILS IN LAP
2x4#2 SYP BRACES @..... ADDITIONAL 2x4#2 SYP FLOOR TRUSS TOP BRACES @ 48"o/c. MATCH SIZE, GRADE& QUANTITY OF ALL 2nd T
TOP PLATE ABOVE ATTACH PANEL EDGE x4#2 SYP PANEL CHORD. ATTACH TO ATTACH TO TOP OF FLOOR MULTI-PLY STUD COLUMNS w/ FOUNDATION - SEE FD SHEETS
EDGE BLOCKING
12" o/c ALONG WALL SHEAR WALL. ATTACH BLOCKING TO TOP TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE BLOCKING IN FLOOR SYSTEM AND w/lst SHOE PLATE
LENGTH. TO TOP PLATE wl PLATE w/.13lx3" AT ALL PANEL CHORD w/8d NAILS w/(4) 10d NAILS. FLOOR LEVEL STUD COLUMN, U.N.O.
EDGES. I
.1310" NAILS @ 3" o/c. TOENAILS @ 3" o/c. @ 3" o/c. SIZE .2x (MATCH WALL STUD)
BLOCKING PANEL DETAIL NOTE A: TIGHTEN NAILING TO 6" o/c STAGGERED GRADE 1#2 SYP (PT ON CONCRETE) 2-STORY WALL SECTION
_L - z
OPTION #1 OPTION #2 OPTION #3 OPTION #4 AT ALL WALLS LABELED SW3/SW4 OR ATTACH NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM
WALL SHEATHING TO UPPER PLY OF TOP PLATE. BOARD WITH .13lx3" NAILS @ 8" o/c.
SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO TRUSSES SHEATHED WALL TIE-IN TO EXTERIOR WALL-TRUSS/JOISTS
PARALLEL EACH SIDE PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARALLEL TO WALL
B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) K/FRD TYPICAL WALL SECTIONS If]
2x8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMM014 TRUSS &TRUSS TOP 1211'', 1211 2x BLOCKING @ ALL ROOF SHEATHING PANEL EDGES
CHORD OR BLOCKING w/(3) .13lx3" TOENAILS. 1211 1-
RATED VINYL CEILING OVER lx4#2 SYP OR 2x4#2 SPF 1211 WITHIN 4' OF END OF GABLE.
PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ T w
IF DISTANCE FROM SUB
.13lx3" NAILS TO EACH INTERSECTING TRUSS. lx4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS 2x6f#2 SYP BRACE. LOCATE @ PEAK, FASTEN ALL ROOF SHEATHING TO ALL FRAMING FASCIA TO lst OUTLOOKER LI
MEMBERS w/8d COMMON NAILS @ 4" o/c EXCEEDS 32", DOUBLE lst
ENGINEERING w/(2) 8d NAILS PER INTERSECTING TOP 4' EACH SIDE OF PEAK, AND 6o/c
CHORD. LAP SPLICES MIN. (2)TRUSSES. T THEREAFTER. BRACE TO ATTACH TO WITHIN 4' OF END OF GABLE RAKE. OUTLOOKER ONLY. ul
21 MID-PT OF BLOCKING EACH END. j
MIN. 3/8" SHEATHING w/6" EDGE 12" FIELD 8d NAILING. #2 SPF CRIPf LES @ 4- o/c PER ADD 2x4#2 SYP T-BRACE TO ANY 2x4#2 SYP OUTLOOKERS
BLOCK ALL UNSUPPORTED PANEL EDGES. SCHEDULE B LOW. ATTACH TO BRACE GREATER THAN 9' IN LENGTH @ 24" o/c (MAX RAKE = 24"o/c w/(1) H2.5T @ Z >_
EACH TO TOP CHORD OR TOP PLATE. FASTEN
RAFTER w/ .13lx3" NAILS, 211 w/ .13lx3" NAILS @ 6"o/c. ul w <
(1) MIN. w/3/8" SHEATHING w/6" EDGE 12" FIELD 8d 2x6#2 SYP I SOLID SAWN (SYP) HEADERS OUTLOOKERS TO FIRST FULL HEIGHT TRUSS TOP Z
RAFTERS @ CRIF PLE - MAX HT.- 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. CHORD w/(3) .1310'TOENAILS. ADD 2x Ill
NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. BLOCKING BETWEEN ALL OUTLOOKERS ABOVE v
ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE 24" o/c. 2x4 61-311_ SCL LUMBER (LSL, LVL, PSL) TOP PLATE/CHORD TOENAILED @ 6" o/c.
&TO PORCH HDR w/.13lx3" NAILS @ 6"o/c. 2x4 w/ lx4 "T" BRACE 9'-10" k ELEVATION VIEW
-2x4 w/2x4 "T" BRACE 111-2" 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8")-(2) ROWS OF 12d NAILS. 'I If I I f 0 0
2p[y/3p[y 1-3/4" (DEPTHS 14" AND GREATER)- (3) ROWS OF 12d NAILS. . . . py
*ATTACH#2 SPF"T"BRACE TO CRIPPLE T w ci 0
SHEATH PORCH CEILING PER w/.131 K3"NAILS @ 4"0/c. 2ply 3-1/2" OR 4ply 1-3/4" -(2) ROWS OF 1/2" BOLTS. I I GABLE END TRUSS.
a- v z
OPTION I OR 2, UNLESS NOTED SLOPE TOP PLATE
OTHERWISE ON PLAN. 2x4#2 SYP BLOCKING @ TO MATCH ROOF
2x "I" BRACE @
(3) .131x3" TOENAILS@ E/FRD BM/HDR CONNECTION DETAIL BRACE LEG ATTACHED TO PITCH. W
VERTICAL WEBS AS
PORCH SHEATHING DETAILS 4' o/c MA CRIPPLE TO TOP CHORD TOP CHORD w/(3)
SPECIFIED BY DELEGATED
OR BLOCKING BELOW. OPTION I .13lx3" NAILS. I i
TRUSS ENGINEERING, ko < >
(1) SPH @ LOWER o I
WHERE APPLICABLE.
3"o/c 8d NAILS. M .131x3f" TOP PLATE TO -3
TOENAILS @ DOUBLE END WALL SHEATHING
NO HORIZONTAL RAFTER TO 2ply POST. (SEE FR SHEETS)
JOINTS ALLOWED.
3"o/c 8d NAILS 2x4#2 SYP ATTACH BOTTOM
NO HORIZONTAL ROOF TRUSS VALLEY NAILER ...... CHORD OF GABLE REVISIONS
JOINTS ALLOWED. TOP CHORDS. ATTACHED TO L
ALL ATTACH LOWER TOP OPTION 2 -TRUSS TO TOP/SILL
3"o/c 8d NAILS. 3"o/c 8d NAILS. INTERSECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ 2x6#2 SYP FLAT BLOCKING @ PLATE w/.13lx3"
TOENAILS @ 6"o/c. 2x BALLOON
DROPPED HEADER IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO BRACE LEG. ATTACH TO EACH
DLUSH HEADER ABOVE TRUSS TOP CHORD, ADD 2x4#2 CHORDS w/(2) 2. NOT REQUIRED AT 2x#2 SYP BLOCKING IN TRUSS BOTTOM CHORDS w/ EXTERIOR STUD WALL FRAMED STUDS,
I I I SPF BLOCKING BETWEEN ADJACENT .13lx3" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) - ' I (4) .13lx3" TOENAILS. PER PLAN SEE PLAN
DROPPED OR PLATED PORCH HEADER SHEATHING OPTION TRUSS TOP CHORDS AND ATTACH w/(3) WALLS. 1061-1/2" NAILS EACH
.1310" TOE-NAILS PER END. SIDE OF JOINT. LPLATFORM FRAMED OR BALLOON F-R-AM--E-D-1
THIS DETAIL APPLIES TO PLATED PORCH HEADERS OR PORCH HEADERS DESIGNED BY: BAM
SUPPORTING WALL FRAMING ABOVE. IF THIS DETAIL IS FOLLOWED, THE TOP F/FRD OVERFRAMING DETAIL G/FRD EXTERIOR PLATE HEIGHT BREAKS FRD TYPICAL GABLE END DETAIL SEE DETAIL S/TDD FOR DRAWN BY: BCW
PLATE TO HEADER STRAPPING IS NOT REQUIRED AS SHOWN ON DETAIL 6/TDD. L/ STRAPPING REQUIREMENTS
ATTACH SHEATHING TO UPPER PLY OF TOP PLATE w/3" CHECKED BY: BAM
HEADER PER - o/c 8d NAILING &TO HDR w/(2) ROWS OF 6" o/c 8d NAILS.
PORCH HEADER PORCH HEADER PLAN -NAIL
PER PLAN PER PLAN . . . . . . . . .. . . . LEAD KING STUD TO JOB NUMBER
HEADER OR TOENAIL PER
IF > 16", ADD (1) MTS12 OR JB547
SCHEDULE BELOW -.131x3" NAILS @ 6"o/c
CRIPPLE STUDS (1) MSTA18
POCKET PORCH
@ 16" o/c. 2x BLOCKING FO
HEADERINTO Y��\ KING TO HDR NAILING STRAP @ EACH
ARCH WINDO CORNER OF SHEET
NOTCH PORCH HEADER WALL AS SHOWN. ATTACH HEAD SIZE .13lx3" NAILS
3" AROUND TOP PLATE TOJACKSTUD w/(2) .13lx3' CHIMNEYTO
AND POCKET INTO SCHEDULE ON NAILS/END. 2x4 (2) PER PLY RAFTER/TRUSS
WALL AS SHOWN. SUPPORTPORCH FR SHEETS. ATTACH SHEATHING TO .. 2x6 (3) PER PLY 2x4#2 SYP BLOCKING TOPCHORD FR D
HEADER w/ (1) 2x PER APPLY EDGE JACK STUD(S)/HEAD & 2x8 (4) PER PLY BETWEEN TRUSSES OR 2x4
J�F�_ SUPPORT PORCH PORCH HEADER PLY. NAILING TO SILL PLATE w/NAILING 2x10 _(5) PER PLY BELOW CHIMNEY BLOCKING
HEADER w/ (1) 2x PER LEAD JACK STUD PRESCRIBED PER WALL 9-1/4" (5) PER PLY WALLS w/(4) .13lx3" BELOW.
PORCH HEADER PLY. SHEATHING SCHEDULE -PROJECT ENGINEER
OPTION 1 OPTION 2 NOTE: ATTACH SILL TO ON FR SHEETS. 9-1/2" (5) PER PLY TO E/E N D NAI LS AT 011111111111111
JACK STUD lk
WINDOW(S)/DOOR(S)TO BE (6) PER PLY EACH END OF A
(NON-PLATED (PLATED PORCH HEADER) ATTACHED TO FRAMING SCHEDULE ON --2xl2 BLOCKING TO TOP 4�. ......
PORCH HEADER) 11-1/411 (6) PER PLY
MEMBERS IN ACCORDANCE FR SHEETS. CHORD OF TRUSS OR
11-7/8"- (6) PER PLY RAFTER. ROOF TRUSS 0
w/APPLICABLE I �11 1.1, TOP CHORDS. Z* :
14" (7) PER PLY :B
MANUFACTURER'S
IF> 16", ADD (8) PER PLY
INSTRUCTIONS. 161" F I L EU'ft 09'y
F ilu
PORCH HDR / WALL INTERSECTION DETAIL CRIPPLE STUDS 18" (9) PER PLY
@ 16" o/c.
-.4 N
fly
N A
C/FR RCH DETAILS H/FRD TYPICAL OPENING DETAIL M/FRD CHIMNEY OVERFRAMING N/FRD EXTERIOR CORNER DTL I mill",
_PO
GENERAL NOTES
(REFER TO DETAIL SHEET CSD or TDD
FOR THE FOLLOWING)
TRUSS TO PLATE CONNECTION NAIL
SIZE AND QUANTITIES.
HOLD-DOWN FASTENERS, ANCHOR IN (3 0 D WE TRUST
DIAMETER AND EMBEDMENT. tii!22.n�
VISUAL REPRESENTATION OF ATR
AND STUBBIE PLACEMENT.
CONVENTIONAL STRAPPING DETAILS. C)
C)
U-)
w 0 00
F1w �9
TRUSS TO PLATE N 00
4
T-
CONNECTION SCHEDULE oo
0 <
(1) H2.5T @ EACH TRUSS TO TOP PLATE OR
C)
HEADER UNLESS DENOTED AS SHOWN
0 0
() LL X
z . <
3 3 LL
TDD TDD (D w
ATR's @ Go/c -1 z
OTHERWISE
STUBBIES @ 20" o/c F- 1.0
FOLLOW SPECIFIC U) [--
1/2 1/2 1/2 1/2 CALL OUT ON PLAN 0 00
ATR ATR ATR ATR W c�
NOTE: ALL UPLIFTS HAVE BEEN W
L-1 CALCULATED BY ENGINEER OF RECORD. z < co
1-1
U PLI FT VALUES REPORTED BY TRUSS . Nt
(D �- c)
SOFTWARE SHALL BE DISREGARDED. IF z W
(1) HDQ8 @ BASE OF USING ALTERNATIVE CONNECTIONS I
THAN THOSE SPECIFIED,THE Lij
Lu
CONNECTIONS MUST EXCEED THE Z
CAPACITY OF THE CONNECTION 0
SPECIFIED ON THIS PLAN. Z 2:
GENERAL STUBBIE
0
-0 Z v-
Ln LOCATIONS 0 im
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v)
V) uj (SEE DETAIL 7/TDD FOR ALLOWABLE C.0
R III,I I I 1 (1) ABU44 @ (1) ABU44 @) CL N
ca STUBBIE OPTIONS)
POST. BASE OF POST.
BASE OF
------------
1,,- 0
U-) b
EACH SIDE
SPACING SPECIFIC J
OF EACH LOCATIONS
ISPECIFIED
N La P LATE DENOTED BY
ATR's @ 4'o/c BREAK ON PLAN
A',R'S @ 4'o/c THE SYMBOL-* S w
7771
BBIES @ 24" Vic STUE BIES @ 18" o/c STUBBIES @ 16" o/c
s
IF 7 '___1 T-7
1/2 1/21
ATR ATR
A, A, A,
'8
_=TA 5/8 5 112 IT IS ALLOWABLE TO ELIMINATE
ATR ATR ATR A��R fii��R
STUBBIES PROVIDED THAT ALL
THREAD RODS ARE PLACED AT
THE STUBBIE SPACING SPECIFIED.
ATR GENERAL FULL LENGTH
ATR LOCATIONS
it ]
L————— ui
ALL THREAD RODS(ATR's)TO BE
x
Pi LOCATED AS FOLLOWS:
11 1 ci
_j F— T
_j 1. 3/8" ATR's LOCATED @ SPACING
SPECIFIED ON PLAN.
L9
2. 3/8" ATR LOCATED WITHIN 2" OF
J-1 END POST OF ONE SIDE OF EACH
EXTERIOR CORNER.
It
I I k-1�' 3. 3/8" ATR LOCATED EACH SIDE OF
0
0 EACH PLATE HEIGHT CHANGE.
w z j
-El F- 1
I L 1---1 _j_-t\
0 4. 3/8" ATR LOCATED THROUGH
- N w
lg ILD CENTER OF UPPER TOP PLATE SPLICE v
@j
uj Un OR EACH SIDE OF UPPER TOP PLATE
lBr Fm - ------ ------- En W SPLICE. 0 0 z
I<
5. SPECIFIC LOCATIONS DENOTED BY
I < w L3
V) (n THE FOLLOWING SYMBOLS:
LLI Ln
ca CL 2
co 3/8"ATR _j 10
M
1/2 o = 1/2"ATR
_H ATR LLJ v— Z
5/8 w = 5/8"ATR
ATR
(1) TSP @ END POST I) Ms 24'S @ ko <
NOTE: SPECIFIC ATR LOCATIONS
'K
Tn Tnp P, tA H EADE 11 TO JAC
SHOWN @ CORNERS OR TO SIDES OF
HDQ8 @ BASE. POST W,'(l)/H ""i r—
//�_ I I OPENINGS TO BE LOCATED WITHIN 2"
@\BASE.
5/8 OF END OR KING POST.
IAT
DETAIL 8/TDD FOR FULL
AE IF REFER TO
LENGTH ATR DETAILS. REVISIONS
REI
ATR
——— ———— ———— ——————-- ———————
DESIGNED BY: BAM
----- --------- ......
DRAWN BY: BCW
3 3 3 3 /3 \ CHECKED BY: BAM
TDD \,"TDV TDD TDD
JOB NUMBER
1st FLOO,�_] JE3547
SHEET
TD I
�0113
JE
PROJECT ENGINEE
A 44
No
jBRYAN Y .
F
:r-O
TIE-DOWN PLAN
0 R k
SCALE: 1/4"=l'-O"
1 1 / 12/ 15
GENERAL NOTES
(REFER TO DETAIL SHEET CSD or TDD
FOR THE FOLLOWING)
0 TRUSS TO PLATE CONNECTION NAIL
SIZE AND QUANTITIES.
0 HOLD-DOWN FASTENERS, ANCHOR N 130D WE TRUST
DIAMETER AND EMBEDMENT. =c
0 VISUAL REPRESENTATION OF ATR
AND STUBBIE PLACEMENT.
0 CONVENTIONAL STRAPPING DETAILS.
C) N 0
m LO
F*;m w CD 00
TRUSS TO PLATE N 00
>= co 4
Ir-
CONNECTION SCHEDULE 00
0 <
(1) H2.5T @ EACH TRUSS TO TOP PLATE OR LD
I < 0- C)
HEADER UNLESS DENOTED AS SHOWN
0 0
FR a w C-) U_
lf <
It z Lj_
(1) H8 (1) MTS12 w
ATR's @ Uo/c OTHERWISE Z z
FOLLOW SPECIFIC U-)
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CALL OUT ON PLAN 00
Lij c�
NOTE: ALL UPLIFTS HAVE BEEN Z) I-T
cy)
CALCULATED BY ENGINEER OF RECORD, z <
\\7,\ (1) TSP @ END POST 'IT
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TO POST BELOW. THAN THOSE SPECIFIED,THE uj
I w w
CONNECTIONS MUST EXCEED THE C) z
0
CAPACITY OF THE CONNECTION 0
SPECIFIED ON THIS PLAN.
t
0 (1) TSP @ END POST GEN RAL STUBBIE
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TO TOP PLATE W/ PORCH HEADER TO PORCH HEADER TO LOCATIONS 0 0-)
7 (3) CS16's @ BASE P 00
POST w/ (2) C522's @ POST w/(2) CS22's @ (SEE DETAIL 7/TDD FOR ALLOWABLE (0
TO HEADER BELOW. BASE TO POST BELOW. BASE TO POST BELOW. STUBBIE OPTIONS)
z>
----------
LO
_TTI � EACH SIDE SPECIFIC
SPACING
ATR's @ 4'o/c OFEACH LOCATIONS
SEE DETAIL I/TDD SPECIFIED
12Y is @ GIRDE SHOE PLATE DENOTED BY
ATR's @ 4 o/ ON PLAN
c BREAK
TOF-TOP PLATE W/ THE SYMBOL-* S
Fi�------------
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RW. 1/2
LI 7�1 I
-_Y:z�_ III/ 1 1
fit IIATR A A zj�
CLIP PER PLAN 1/2 11 1/2 1/2
5/8 IT IS ALLOWABLE TO ELIMINATE w
�TR ATF TR AT�/ STUBBIES PROVIDED THAT ALL
(REFER TO DETAIL 5/TDD 1(2) MT;12's I RC�1;
n C
FOR GABLE CONDITION) LI TO POST W/ 1)ALL/ THREAD RODS ARE PLACED AT
1 (2 MTS12 s @ GI ItDER— THE STUBBIE SPACING SPECIFIED.
TI-READ F D.
ATTACH SHOE PLATE TO TO,HDR. 3
ATTACH EVERY OTHER _____j La
EACH INTERSECTING 7_1 F-r-
STUD TO TOP PLATE 1 —(2) @ GIRDER TDD
FLOOR TRUSS w/(1) 1 1 1 1 <
I Fl- ---/-- _T,6 I I GENERAL FULL LENGTH
AND SHOE PLATE W/TSP 3/8"xS" LAG SCREW w/ F- 7 POST cs� 6's
W
@ BASErr CIS ATR LOCATIONS
2"x2"xl/8" WASHER (MAX 1
SPACING @ 24" O/C) B_EL I
F IL
w
/I F_ ALL THREAD RODS (ATR's)TO BE
Ll LOCATED AS FOLLOWS:
3
1. 3/8" ATR's LOCATED @ SPACING
SPECIFIED ON PLAN.
T— 2. 3/8" ATR LOCATED WITHIN 2" OF L9
U
1 0 END POST OF ONE SIDE OF EACH
L
FLOOR TRUSS EXTERIOR CORNER.
3. 3/8" ATR LOCATED EACH SIDE OF In w
@)
F EACH PLATE HEIGHT CHANGE. z j
.�n
< 4. 3/8" ATR LOCATED THROUGH
L j CENTER OF UPPER TOP PLATE SPLICE
F------------------------
DETAIL B/TD2
I OR EACH SIDE OF UPPER TOP PLATE
SPLICE. 0 0� 0
5. SPECIFIC LOCATIONS DENOTED BY
T < w ci
THE FOLLOWING SYMBOLS:
T__
IL v
3/8"ATR
1/2
(2)j4TS12 �; @ GIR ER o = 1/2"ATR
ATR w z
�P) POST IV/(1) ALL 518
w = 5/8"ATR
ATR
THREAD ROD.
ko >
(2) MTS 12' @ RDER\ NOTE: SPECIFIC ATR LOCATIONS w ko j D w
TO POST w/(2) 516's Cal
(2 MTSI� s @ GIRDER- T SHOWN @ CORNERS OR TO SIDES OF
—----- BASET HE, DER HTS2 '� s @ ID'E'R h TS12's @ GIRDER OPENINGS TO BE LOCATED WITHIN 2"
OF END OR KING POST.
TO HDR. 'TO POST w/(1)ALL —3
17EL W FO POS -w/(1 ALL '-HREAD ROD.
THREAD RO
-A ]HAR I %IF--1- REFER TO DETAIL 8/TDD FOR FU
A REVISIONS
------ ------ LENGTH ATR DETAILS.
(1) TSP @ END POST (1) TSP @ END POST
TO TOP PLATE w/ TO TOP PLATE wl
(2) CS16s @ BASE (2) CS16's @ BASE
-T
TO HEADER BELOW, TO HEADER BELOW.
DESIGNED BY: BAM
DRAWN BY: BCW
CHECKED BY: BAM
\JMT
JOB NUMBER
2nd FLOO J B547
SHEET
TD2
PROJECT ENGINEER
010
URRAY
401
0
TIE-DOWN PLAN
0 R X
SCALE: 1/4"=1'41
1 1 / 12/ 15
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(1) H8 OR (1) MAXIMUM SPACING PER PLAN GENERAL NOTES
(1) H8 OR (1) TSP @ EACH
TSP @ EVERY STUD TO TOP 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET-XP"
OTHERSTUD PLATE 11 M. 1 2-PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS.
if TO TOP PLATE 2. NAIL DIAMETERS:
8d COMMON = .131
r— (1) FULL LENGTH 16d SINKER=.148 IN OD WE TRUST
ATR WITHIN 2" OF
10d COMMON =,148
HEADER POST.
16d COMMON =.162
3. IN THE EVENTTHE SHEATHING IS APPLIED PRIOR TO INSTALLATION
cq 0
OF THE SPH CONNECTIONS SPECIFIED,IT IS ALLOWABLE TO 0) Lo
SEE FULL SEE FULL SEE FULL SEE FULL SUBSTITUTE A SPHR OR MSTA24 w/(6) 10d COMMON NAILS EACH W o w
I-- C-4 001
I LENGTH LENGTH —m-i LENGTH LENGTH SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED I cr) I
ATR DETAIL ATR DETAIL STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. >=
ATR DETAIL ATR DETAIL 9 1 ;�
4. ATR MAXIMUM OUT-OF-PLUMB TOLERANCE: 1/4" PER FOOT OR 2" co
0
f I f SEE FULL SEE FULL I SEE FULL PER FLOOR LEVEL-WHICHEVER IS LESS.
LENGTH 1.4 LENGTH 5. PROVIDE MIN. 2" EDGE DISTANCE FOR ALL 2x4 EXTERIOR WALLS
LENGTH I a-
ATR DETAIL ATR DETAIL ATR DETAIL AND 3" EDGE DISTANCE FOR ALL OTHER WALL SIZES. w 0)
PLATED CONDITION 11E.5-
SHOWN. NOTCHED 6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. o 0
7. IN THE EVENT A COUPLER IS REQUIRED USE A LOW-CARBON STEEL _j
HEADER APPLIES. 0 LL
COUPLER w/MIN. 5/8"THREAD ENGAGEMENT FROM EACH ALL
Z LL
THREAD ROD.
w
(D z
SEE T_ I SEE
t STUBBIE I I STUBBIE
o- W
D
IT I DETAIL ETAIL
co
El
Ec�
A PORCH HDR WALL u
t
LOW CARBON STEEL NUT
1 Ell , cn
OVER 2"x2"x1/8"WASHER. z
STUBBIE SPACING
ir SPECIFIED ON PLA NOTE: INSTALL(1) w
N. w w
STUBBIE WITHIN 8"
NOTE: FULL LENGTH ATR TO BE INCLUDED I IPPERMOST TOP PLATE z
OF EACH SIDE OF
IN STUBBIE SPACING. STUBBIES MAY BE 0
_(1) CS22 EACH SHOE PLATE 3:
CS22 ELIMINATED PROVIDED FULL LENGTH ATR's
BREAK. 3/8" A307 STEEL ROD.
w/(7) 8d x 1-1/2" NAILS PER w/ (7) 8d x 1-1/2" NAILS PER (1) FULL LENGTH ARE SPACED AT SPECIFIED STUBBIE 0
END @ EVERY OTHER STUD END @ EACH STUD TO HDR ATR WITHIN 2" OF SPACING.
TO HDR BELOW (IN LINE BELOW. END POST, ONE Z -.I-
SET ROD IN 7/16" 0 0-)
WITH H8/TSP ABOVE). SIDE OF CORNER. co
4/TDD ALL THREAD ROD SYSTEM DETAIL BRUSHED AND to
BLOWN HOLE. EPDXY 04
TO OVERFLOW ONTO
SHOE PLATE.
3/8" A307 STEEL ROD.
ROOF BEARING WALL OVER HEADER BELOW ROOF BEARING WALL OVER HEADER BELOW
Lo (j
.-a EEE LOWEST SHOE PLATE
"DROP TOP" GABLE END TRUSS. J
(1) SPH4/6/8 @ KING POST (1) SPH4/6/8 @ KING POST
TO TOP PLATE. TO TOP PLATE. L PLATED CONDITION
SHOWN. NOTCHED
BALLOON FRAMED GABLE END ci
H8 AND TO SHOE PLATE w/(1) SSP @ z
48" o/c MAX. ATTACH SHOE PLATE 3/8" ATR DETAIL
w/3/8"x6" EMBED EPDXIED ATR
STUBBIES @ ATR/STUBBIE SPACING
SPECIFIED ON PLAN. NOTE: IF
OPTION 2 IS FOLLOWED, ATTACH
En Ul
TOP PLATE STRAPPING ON SAME
SIDE AS LTP4'S. < W
DR@ WALL CORNER 0�
OPTION 2 w
ATTACH TOP PLATE TO
GABLE END BOTTOM LOW CARBON STEEL NUT w
CHORD w/LTP4's @ 5o/c. OVER CUT WASHER OVER
3'1x3"x1/8" SLOTTED WASHER. Lj
(1) MSTA24 @ EACH < I Ln
UPPERMOST TOP PLATE
PORCH HDR TO COLUMN It Lo J
(MIN. (2) MSTA24's PER
I-------- COLUMN). OPTION 1 1/2" A307 STEEL ROD. It z
-A i 6 ATTACH TOP PLATE TO GABLE END In W F- IElEEE
BOTTOM CHORD w/SIMPSON SDWC
w
w il,
OR 1/4"x6" SDS SCREWS @ Vo/c. SET ROD IN 91165"
-.--PORCH POST, FOR OPENINGS GREATER THAN 5' BUT BRUSHED AND
22
I "D
L
0=0
F BA
AT
H8
4�
% I I
S1
PORCH HDR, SEE PLAN. NO LARGER THAN 18', INSTALL(2) BLOWN HOLE. EPDXY
L(2) CS22's w/(7) 8d x 1-1/2" NAILS SEE PLAN. SCREWS EACH SIDE OF OPENING, TO OVERFLOW ONTO 0 O� 0 Z
L (1) CS22 w/ (7) 8d x 1-1/2" NAILS I SHOE PLATE.
PER END @ BASE OF KING POST PER END @ BASE OF JACK/KING 1/2" A307 STEEL ROD. w Li
TO BEAM/HDR BELOW. POST TO BEAM/HDR BELOW. 5/TDD GABLE END TIE-DOWN DETAIL LOWES SHOE PLATE _j 0
OPENING OVER HEADER / FLOOR BEAM OPENING OVER HEADER FLOOR BEAM #1 W Z
M
3" IVIIN.� ABU IF SHEATHING IS APPLIED M LL >
PER DETAIL C/FRD OR u ko < —1 W
(12) 16d H/FRD, ATTACH TRUSS TO ko _j
(1) H8 OR(1) — (1) H8 OR(1) COMMON (.162) TOP PLATE PER PLAN ON Ell r— IL 0 IEEE
TSP @ EVERY TSP @ EACH 5/8" x 6" EMBED— x
OTHERSTUD STUD TO TOP EPDXIED ATR. 3-1/2" NAILS. SHEATHED SIDE OF HEADER IF SHEATHING IS NOT APPLIED PER 1/2" ATR DETAIL
TO TOP PLATE PLATE .EE DETAIL C/FRD OR H/FRD, ATTACH
TRUSS TO HEADER w/(1) MTS12- REVISIONS
c PORCH HDR @ POST
FLUSH HEAD THIS DETAIL APPLIES TO ALL WINDOW/PORCH
HEADERS GREATER THAN 4' IN WIDTH. THIS
D ETAI L DOES N OT APP LY TO WALLS
SUPPORTING A FLOOR SYSTEM ABOVE.
(1) MSTA24 @ LOW CARBON STEEL NUT
EACH PORCH HDR OVER DOUBLE 3"x3"xl/4" DESIGNED BY: BAM
TO COLUMN (MIN. IF SHEATHING IS NOT APPLIED PER ROUND HOLE WASHER. DRAWN BY: BCW
(2) MSTA24's PER IF SHEATHING IS APPLIED DETAIL C/FRD OR H/FRD, ATTACH EVERY UPPERMOST TOP PLATE
COLUMN). PER DETAIL C/FRD OR OTH ER STU D TO TOP P LATE AN D H EADER CHECKED BY: BAM
BELOW w/(1) H8 AND ATTACH TRUSS TO
H/FRD, ATTACH TRUSS TO
TOP PLATE PER PLAN ON TOP PLATE ON SAME SIDE OF WALL. 5/8" A307 STEEL ROD.
SHEATHED SIDE OF HEADER
JOB NUMBER
DRO
PPED HEADER
SET ROD IN 11/16" J8547
PORCH HDR,
SEE PLAN. BRUSHED AND
EE
A
TO OVERFLOW ONTO SHEET
OE PLATE.
5/8" A307 STEEL ROD.
PORCH POST, 6/TDD HEADER STRAPPING DETAIL SH TDD
SEE PLAN.
3/8"x6" TITEN HD LOWEST SHOE PLATE
ABU w/CUT WASHER 9-1/2" 151, @
MONO. EXTERIOR
(1) CS22 w/(7) 8d x 1-1/2" NAILS PROJECT ENGINEER
(1) CS22 w/ (7) 8d x 1-1/2" NAILS PER END OR (1) MSTA24 @ EVERY (12) 16d 3/8"xV EMBED 1/2"0'CASTAN-PLACE 8" INTERIOR WALLS
PER END OR (1) MSTA24 @ EVERY EPDXIED ATR w/ 11J" BOLT w/NUT& CUT -9,- U J,_ A
STUD TO BEAM BELOW. 5/8" x 6" EMBED COMMON (.162) ..
OTHER STUD TO BEAM BELOW(IN NUT & CUT WASHER WASHER -i wl��.
EPDXIED ATR. x 3-1/2" NAILS. 40 **\c
LINE WITH H8/TSP ABOVE). V
4
5/8" ATR DETAIL
L RRAY
PORCH H L 010 E
DR POST CORNER u
D ur T` Y i z
OPTIONS OF
ROOF BEARING WALL OVER RAISED FLOOR BEAM ROOF BEARING WALL OVER RAISED FLOOR BEAM
R%0
8/TDDYFULL LENGTH ATR DETAILS 11 Al-
2/TDD CONVENTIONAL STRAPPING DETAILS 3/TDD PORCH HDR STRAPPING DETAILS 7/TDD STUBBIE OPTIONS liw%
1/TDD CONVENTIONAL STRAPPING DETAILS L 1 1 / 12/ 15