1697 ATLANTIC BEACH DR - STRU, DRAWINGS WOOD: TRUSSES: HOLD DOWN CONNECTOR SCHEDULE GENERAL DESIGN CRITERIA
GENERAL: FASTENERS
SIMPSON USP
A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER LICENSED F _T2_014 FBC - RESIDENI!LLJ
A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. HOLD DOWN ALTERNATE BU I LDING CODE
ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS-#2 SYP B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S)SHOWN ON THE FRAMING PLAN(S). ANY LTT20B TO POST: (10) 10d COMMON (.148)x 3" NAILS - j 0
INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, 2. WALL PLATES-#2 SYP, U.N.O. VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING FOUNDATION TO SLAB: 3/8" x 6" ATR w/2x2xl/8 WASHER WIND DESIGN CRITERIA
MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S)WITHOUT THE EXPRESS WRITTEN 3. WALL HEADERS-#2 SYP POUR OR FRAMING. TO POST: (8) 1/4"xl-1/2"SDS SCREWS IN OD WE TRUST
PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. 4. WALL STUDS-#2 SPF, U.N.O. C. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED/EXPOSURE DESIGNATED IN THE DTT2Z
R DATE OF ORIGINAL ISSUE. B. ALL ENGINEERED WOOD PRODUCTS(EWP)TO BE AS FOLLOWS: TO SLAB: 3/8" x 6"ATR
B. DESIGN IS VOID TWELVE MONTHS AFTE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. DESIGN GUIDE ASCE 7-10
C. DESIGN 15 BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING CODE-BUILDING a. ALL STRUCTURAL COMPOSITE LUMBER(SCL)TO BE AS FOLLOWS TO POST: (18) .162 x 2-1/2" NAILS
MJST
AND SECTION R301 OF THE FLORIDA BUILDING CODE-RESIDENTIAL. THE ENGINEER OF b. BEAMS b. COLUMNS D. REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER HTT4 HTT4 WIND SPEED MIT) 130 mph IN IC
RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS COMPLIANCE WITH PORTIONS - LSL- 1.55E - LSL- 13E CONNECTIONS. IF NO CONNECTION IS SPECIFIED,,CONTACT THIS OFFICE IMMEDIATELY. TO SLAB: 5/8" x 10"ATR WIND SPEED (VASD 101 mph
E. REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. TO POST: (26) .162 x 2-1/2" NAILS
OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. - LVL- 2.OE - LVL- 1.8E F. TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS HAVE HTT5 HTT5
D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF - PSL-2.OE - PSL- 1.8E/2.OE (PER PLAN) BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS SHOULD BE TO SLAB: 5/8" x 10"ATR EXPOSURE CATEGORY C
DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. 1. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI)40, U.N.O. FOLLOWED. HDQ8 UPHD8 TO POST: (20) 1/4" x 3"SDS SCREWS BUILDING TYPE ENCLOSED MURFLAY
E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING,, BUT NOT LIMITED TO,. 2. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND G. TRUSSES REQUIRE EXTREME CARE IN FABRICATION,, HANDLING, SHIPPING, INSTALLING AND BRACING. TO SLAB: 7/8" x 13"ATR ENGINEERING INCORPORATED
ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY OTHERS. THIS INSTRUCTIONS. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE FUNCTIONS. TO POST: (30) 1/41' x 2-1/2"SDS SCREWS RISK CATEGORY 11 157 HAMPTON PT DRIVE,STE.3
OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OR C. ALL SHEATHING TO BE AS FOLLOWS: H. TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE(SEE FR HDUll UPHDll ST.AUGUSTINE - FL - 32092
DERIVED FROM OTHER SOURCES. 1. SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORT TO SLAB: 1" x 15"ATR TOPOGRAPHY FLAT C.O.A.#26894 (W4)342-8751
F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BY ALL DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SHEETS) OR 2x4#3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD -
OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES,VALLEY TRUSSES, OR VALLEY HDU14 UPHD14 TO POST: (36) 1/4 x 2-1/2"SDS SCREWS <
COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH THE SPECIFICATIONS,, INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR OVERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD w/(2) TO SLAB: 1 to x 15"ATR MEAN ROOF HEIGHT 30'
FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEER LICENSED A DESIRED HIGHER PERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING,
IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF THICKER THAN THAT SPECIFIED ON THESE PLANS. FOLLOW THE MOST .13lx3" NAILS. NOTE:
RECORD. IN ADDITION.. COMPONENTS NOT SPECIFICALLY SPECIFIED IN THESE STRINGENT SHEATHING THICKNESS REQUIREMENT. IF ROOF SHEATHING 1. BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING OR ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION SOLID SAWN MEMBER DESIGN CRITERIA
DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. REQUIRED THICKNESS REQUIRED EXCEEDS 15/32 it, USE 10d RING-SHANK NAILS. 2x4#3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD OF THE USING SIMPSON "SET-XP" 2-PART EPDXY INSTALLED PER MANUFACTURER'S
COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE 2. ALL SHEATHING TO BE APA OR TECO RATED. TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/(2) .13lx3" NAILS. INSTRUCTIONS. ATTACTH USE L.L. D.L. L.L.A T.L.A
ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER 3. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES. FOR USP UPHD HOLD DOWNS,, USE THE WS3 SCREWS PROVIDED TO
J. PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT THE HOLD DOWN TO POST. FILL ALL HOLES.
ROOF (METAL) 20 3 L/240 L/180
LICENSED IN THE STATE OF FLORIDA. SUPPORTS.
G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER OR 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/2x SOLID MATERIAL. LOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING BRACING,
DESIGNER. 5. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: REFER TO OPTION I BELOW. FOR INDIVIDUAL TRUSS WEBS,, L OR T BRACE PER OPTION 2 BELOW. FRAMING CONNECTOR SCHEDULE FLOOR (ROOMS) 40 15 L/360 L/240
H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE a. 7/16.. ...... .437" THICKNESS - 24/16 SPAN RATING SIMPSON USP FASTENERS FLOOR (DECKS) 40 15 L/360 L/240 J
PRIOR TO COMMENCING WORK. b. 15/32 it ------ .469"THICKNESS- 32/16 SPAN RATING (1) 2x4 S.G.SPF 6 CONNECTOR ALTERNATIVE FLOOR (BALCONIES) 60 15 L/360 L/240
1. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE,,ARE THE PROPERTY OF THE ENGINEER 0
OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN c. 19/32.. ...... .594" THICKNESS-40/20 SPAN RATING DI GONAL BRACE FROM MAX. H2.5A OR H2.5T RT7A OR RT7 (5)8d COMMON x 1-1/2" PER END
d. 23/32.. ...... .719" THICKNESS-48/24 SPAN RATING C)NTINUOUS LATERAL H8 RT8A (5) 10d COMMON x 1-1/2" PER ENE ATTIC CEILING (STORAGE) 20 5 L/360 L/240
CONSENT OF THE ENGINEER OF RECORD. D. ATTACH ALL STUD COLUMNS..JACK ASSEMBLIES,, KING ASSEMBLIES, CORNER
J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL BRACE TO UNDERSIDE OF
% MTS12 MTW12 (7) 10d COMMON x 1-1/2" PER END ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240
POSTS 0�
AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE , ETC. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS: TRUSS TOP CHORD. T-BRACE
1. 2x4 POST- (1) ROW OF 10d NAILS @ 6"o/c STAGGERED WITHIN 3/4" OF APPLY OVER MIN. (3) FASTENED TO WEB HTS20 HTW20 (12) 10d COMMON x 1-1/2" PER END WALL (BRITTLE FINISH) ><>< L/36
WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 450 to -
CENTERLINE OF POST. TRUSSES @ EACH END OF w/.13lx3" @ 6 (16) 16d SINKER x 3-1/4"TO TRUSS il
K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE - (1) ROW OF 10d NAILS @ 4 it 0/c STAGGERED 1-1/2" OFF STUD MAX. LGT2 LUGT2 I WALL (FLEXIBLE FINISH) >< L/120 z
2. 2x6 POST EACH CONTINUOUS O/C. T-BRACE TO (14) 16d SINKER x 3-1/4"TO PLATE/POST ><
AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS
DURING ERECTION. EDGE. LA ERAL BRACE LINE AND BE SAME SIZE, (12) 1/411 x2-1/2" SDS SCREWS TO TRUSS w D
L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY 3. 2x8 POST- (1) ROW OF 10d NAILS @ 8"o/c ALONG CENTERLINE AND (2) @ MAX. 20' INTERVALS SPECIES AND LGT3 LUGT3
BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND ADDITIONAL ROWS @ 8 to o/c 1-5/8" OFF STUD EDGE. BETWEEN ENDS. (26) 16d SINKER x 3-1/4"TO PLATE/POST TRUSS MEMBER DESIGN CRITERIA
GRADE AS WEB TO it 2 0
PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE E. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/MIN 8d NAILS @ 14 2x4 S.G. SPF LATERAL- BE BRACED. LGT4 LUGT4 (16) 1/4 x3" SDS SCREWS TO TRUSS
(30) 16d SINKER x 3-1/4"TO PLATE/POST L.L. T.L. 0
STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. F. 211 o/c OR ATTACH GYPSUM TO INTERIOR POST w/MIN 5d NAILS @ 4 o/c. IF BRACE. QUANTITY AND I I - I MEMBER L.L. D.L.
MORE THAN 3 PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS LOCATION PER TRUSS CS22 RS300 (7) 8d OR (6) 10d COMMON x 1-1/2" PER EN11 A A T
SPECIFIED. ENGINEERING. CS20 RS250 (8) 8d OR (7) 10d COMMON x 1-1/2" PER END
G. WHERE NOT OTHERWISE SHOWN ON PLANS,ALL ATTACHMENTS SHALL BE AS OVERLAP SPLICES OVER 6 CS18 RS200 (11) 8d OR (9) 10d COMMON x 1-1/2 11 PER END ROOFTOPCHORD (METAL) 20 3 L/240 L/180 0
INDICATED IN FBC TABLE 2304.9.1. MIN. (2)TRUSSES. MAX i a,b 2
H. ALL NAILS SHALL BE"GOMMON#I, U.N.O. NAIL SIZES TO BE AS FOLLOWS: CS16 RS150 (16) 8d OR (14) 10d COMMON x 1-1/211 PER END ROOF BOTTOM CHORD 10 5 L/240 L/180
FOUNDATION: a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4 11 MSTA12 MSTA12 (5) 10d COMMON x-1-1/2" PER END FLOOR TOP CHORD 40 10 L/360 L/240 0 w
b. 10d- .14811011 d. 16d - .162fix3-1/2" - OPTION 1- OPTION 2- MSTA18 MSTA18 (7) 10d COMMON x 1-1/2" PER END `*, -
A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, 1. USE OF TETRA GRIP (.11311X2-3/811) NAILS TO FASTEN FLOOR SHEATHING IS CONTINUOUS LATERAL BRACING INDIVIDUAL WEB BRACING MSTA24 MSTA24 (9) 10d COMMON x 1-1/2" PER END FLOOR BOTTOM CHORD 0 5 L/360 L/240 co
RECOMMENDED DESIGN SOIL PARAMETERS,AND ACCEPTED ENGINEERING DESIGN ALLOWED AS NOTED BASED ON ESR-3071 DATED DECEMBER 2015. MSTA36 MSTA36 (13) 10d COMMO I N x 1-1/2" PER END a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE 111
PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF LOAD REQUIREMENTS. :1 0
COMPLETION. THE DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT RESULTING MST48 KST248 (25) 16d COMMON x 3-1/2" PER END b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR 13
FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE SOIL OR CORROSION/DECAY RESISTANCE: MST60 KTS260 (34) 16d COMMON x 3-1/2" PER END MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND
DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE EXPLORATION wommummomm� - (6) 10d COMMON x 3"TO STUD ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR
CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM MAY BE USED ATTHE A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER Spi SPT22 (4) 10d COMMON x 3"TO PLATE GREATER,, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM z
DISCRETION OF THE BUILDING CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT(DECK/BALCONY BOARDS1 OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: >-
FINDINGS-,REPORTED TO THIS OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL JOISTS, POSTS, ETC.) SHALL BE PRESSURE PRESERVATIVE TREATED TO A LEVEL RATED SP2 SPT24 (6) 10d COMMON x 3"TO STUD THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR
ENGINEERS REPORT,THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE FOR THE SPECIFICAPPtJCATION. BORATE-TREATED WOOD SHALL NOT BE USED (6) 10d COMMON x 3-"TO PLATE FRAMED OPENING. w
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CONDITIONS WHICH MAY LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE AS/FOR STRUCTURAL MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND (4) 1Qd41QM, MON x 1-1/2"TO STUD THE BOTTOM CHORD PITCH IS< 2/12. 0 Z w
STRUCTURE. CONT NLESS SPEC4FICALLY RATED BY THE MANUFACTURER/TREATER AS SSP (3) 10d COMMON x 1-1/1*10 DOUBLE PLATE BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF 0
B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BEARING * S' ACTUAL IMPOSED DEAD LOAD OR 10 psf,. UNIFORMLY DISTRIBUTED < -I w
ADEQUUAT THE USE. (1) 10d COMMON x 1-1/2"TO SINGLE PLATE z En
CAPACITY OF 2000 psf,, ACTIVE EFP = 30 pcf(LEVEL BACK SLOPE). NOTIFY THE ENGINEER OF 4T 0
RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE NON-CONFORMING B. ALL INTERIOR BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR (8) 10d COMMON x 1-1/2"TO STUD OVER THE ENTIRE SPAN. cq 01
MASONRY SHALL BE PRESSURE'PAESERVATIVE TREATED TO RESIST DECAY.
CONDITIONS ARE FOUND TO EXIST. C. ALL METAL FASTENER&AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT DSP (6) 10d COMMON x 1-1/2"V�DOUBLE PLATE'—, LL 0 ul
C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND (2) 10d COMMON x 1-1/2"TO SINGLE PLATE cj
SLABS SHALL BE 2500 psi @ 28 DAYS. WITH CORROSIVE MATERIAJ-S (ACO, CA-B, CBA-E, ETC.)SHALL BE Z-MAX COATED,, WIND-BORNE DEBRIS CLASSIFICATION
HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE
D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. MANUFAMI(ER FOR COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR TSP LFTA6 (9) 10d COMMON x 1-1/2"TO STUD
E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE, z w
HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR SYSTEM ABOVE APPLICATION OF ANY MATERIAL TREATED WITH A PRESSURE PRESERVATIVE SPH4/6/8 SPTH4/6/8 (12) 10d COMMON-x 1-1/2"TOTAL
OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE CONTAINING AMMONIA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL W > >
USED THROUGHOUT CONSTRUCTION TO PREVENT MOVEMENT OF FASTENERS AND CONNfiCTORS. THE USE OF ANY MATERIAL TREATED WITH THE A34 MP34 (8) 8d COMMON x 1-1/2"TOTAL c� 0 �71 0
PRESSURE PRESERV4TIVE ACZA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS LTP4 MP4F (12) 8d COMMON x 1-1/2"TOTAL
RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM COMPLETION. IT IS THE STEEL FASTENERS AN&CONNECTORS. NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE
RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY SHORE THE WALLS THROUGHOUT D. STAINLESS STEEL AND ZINC-PLATED (Z.MAX, HDG,, ETC.) FASTENERS AND DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED.
CONSTRUCTION TO MAINTAIN THE INTEGRITY OF THE DESIGN. IF UNSURE WHAT COURSE CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS
OF ACTION TO TAKE IN ORDER TO PROVIDE ADEQUATE TEMPORARY BRACING/SHORING.- CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATED
CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CONSULTATION PRIOR TO CONNECTORS. REVISIONS
PROCEEDING. E. REGULAR INSPECTION AND MAINTENANCE OF WOOD,, WOOD-BASED AND METAL MEMBER CONNECTION DETAILS
F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A
DENSITY OF MIN. 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557) PRODUCTS USED IN OUMOOR OR OTHER CORROSIVE ENVIRONMENTS OR
FOR A DEPTH OF AT LEAST TWO FEET(21) BELOW THE BOTTOM OF THE FOOTING. APPLICATIONS IS NECESSARY FOR CONTINUED.. LONG-TERM SATISFACTORY
PERFORMANCE.
G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE
DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS SHALL BE TIE-DOWN DESIGN TYPE
REINFORCED WITH 6x6 Wl.4xl.4 WWM LAPPED 8" AT EDGES AND ENDS IN
CONFORMANCE WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE USED
WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH ASTM-C 116. DESIGNED BY: SDM
H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER 3/8" ALL THREAD ROD SYSTEM DRAWN BY: MSF
DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95%OF MASONRY:
MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557). FILL SHALL BE TREATED CHECKED BY: BAM
WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF PROTECTING A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402
STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. MASONRY BUILDING CODE.
1. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT OR B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING
PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 CONCRETE MASONRY UNITS,TYPE 1, GRADE N-1,, NORMAL WEIGHT,WITH A JOB NUMBER
DAYS. MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). J 9 E3 9 2
J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S.
• CONCRETE CAST AGAINST EARTH - 3" It D. GROUT WHEN SPECIFIED,SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY
• FORMED CONCRETE EXPOSED TO EARTH OR WEATHER- 11/2 COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A
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• INTERIOR SLABS, WALLS- 3/4 -lift.
1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL SLUMP BETWEEN 8
E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANS
REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND UNLESS NOTED OTHERWISE.
INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25"
REINFORCING SHALL BE 25" FOR#5 BARS AND 20" FOR#4 BARS. ALL 90- HOOKS SHALL FOR#5 BARS. ALL 900 HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND
HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR#5 INTO FOOTING UNLESS 7-1/2" FOR#5 INTO FOOTING UNLESS NOTED OTHERWISE.
NOTED OTHERWISE. G. ALL CMU TO BE RUNNING BOND CONSTRUCTION.
J. ALL CONCRETE OPERATIONS.. INCLUDING BUT NOT LIMITED TO MIX DESIGN,, MIXING,, H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S.GAGE x 7/8" SHEET
TRANSPORTING.. PLACING, REINFORCING DETAILING AND PLACING, CURING,AND TESTING CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES
SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE". SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIES
SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS
ALLOWABLE SPANS FOR LINTELS PROJECT ENGINEER
STEEL: SUPPORTING MASONRY VENEER BRYAN A. MURRAY
A. DETAIL, FABRICATE,AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION FOR THE SIZE OF STEEL NO STORY ONE STORY TWO STORIES FL PE#64010
ILDINGS11. ANGLE ABOVE ABOVE ABOVE OFFICE COPY
DESIGN,, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BU I-011 I-ofl
B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: L3x3xl/4 6 41-611 3 - 8/3/2016
* PIPE-ASTM A53,TYPE E OR S, GR. B L4x3xl/4 81-01# 60-011 41-6"
0 TUBE-ASTM A500 -011
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L5x3-1/2x5/16 10 8 6 REVIEWED FOR CODE COMPLIAMS
C. ALL BOLTS., ANCHOR BOLTSt AND THREADED RODS SHALL BE ASTM F1554 GRADE 36 E N
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L&3-1/26/16 14 0 91-611 7 - 4ro
UNLESS NOTED OTHERWISE. 0
I-oil 1-011 SEE PERMITS FOR ADDITIONAL z
D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS,,AND THREADED RODS SHALL 2-6x3-1/2x5/16 20 12 1 91-611
REQUIREMENTS AND CONDIITIONS
BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE CORRESPONDING NOTES:
D GRADE 2 BOLTS, ETC. HEX NUTS AND COUPLERS USED FOR HIGH
A36,SAE 1018 AN a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4 mEo sto 6
REVI VAT&
STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED RODS-ASTM A449 OR SIMILAR- ATE OF
b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION.
SHALL BE HEAVY HEX ASTM A563 GRADE DH. c. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING A-
4
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VERSION 3.4 *"4�-#'9/ONAt�
IN OD WE TRUST
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MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE,STE.3
ST.AUGUSTINE - FL - 32092
C.O.A.#26894 (904)342-8751
20 x20 �160
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IL 0 LL
SEE DETAIL 6/FDD
281-811 1
4- @ GARAGE DOOR
OPEMNG REVISIONS
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SEE DETAIL 5/FDD.
DESIGNED BY: SDM
DRAWN BY: MSF
L CHECKED BY: BAM
JOB NUMBER
J 9 E39 2
L
SHEET
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PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
B/3/20 1 6
OFFICE COPY
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NOTES:
NOTE: THIS PLAN IS TO BE USED FOR
FOUNDATION STRUCTURAL FOUNDATION REQUIREMENTS nj REFER TO DETAIL REFER TO DETAIL 2/FDD ALL FLATWORK CONTAINED WITHIN THE BEARING FOOTINGS SAWCUT FLAT WORK IN 15'xl5' @) CERTAIN EMBED STRAPS @) FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR SEE SHEET FDD FOR
REQUIRE ADDITIONAL FOOTINGS., DEEPEN THE FOOTING THE DEPTH OF THE 4U
AND INTERIOR BEARING FOOTING 1/FDD FOR ALL FOR ALL EXTERIOR SHOWN -O BE A 4" CONC. SLAB REINFORCED W/ EITHER 6x6 GRID, 111 DEEP WHILE CONCRETE e-0
PLAN IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF FOUNDATION DETAILS N
LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. 0 0-*0.
PLAN FOR SLAB DIMENSIONS. FOOTINGS. WITH C . COMPACTED FILL. N A%-
SCALE: 1/4 URB/PEANUTWALL. TERMITE TREATED., CLEAN,
CONCRETE CURB TO BE BUILT UP
TO FINISH FLOOR ELEVATION
CENTER FOOTING ON LOAD OPTIONAL CONCRETE SILL TO BE CENTER OF (MAX HEIGHT=811). M I N OD WE TRUST
WALL ABOVE. 6"MIN.
BEARING WALL ABOVE BUILT UP TO FINISH FLOOR 4" CONCRETE SLAB 4" CONCRETE SLAB
ELEVATION (MAX WIDTH 61f 1 r+"1 0
VARIES, SEE ARCH. I r low MAX HEIGHT=8"). 4
N_ 8" MIN. 4. - 811 MI 4 N
4 2011 MAX. 4 4 N. 4
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VARIE�,_ 4 141 - 20" MAX 0
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GRAE pe- I A. . I I IEEI 50 11111 111
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1 717 M 7"1 8 '111
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CONTINUOUS 8" FOOTING PAD FOOTING SHOWN CONTINUOUS FOOTING AS FOLLOWS. CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8"x8" BRICK -CONTINUOUS MONOLITHIC EXTERIOR T ST.AUGUSTINE - FIL - 32092
w/(1)#4 or#5 CONT. BEYOND FOR BEARING POSTS. 1-STORY: 16"WIDE w/(2)#4 or(2)#5's OPTIONAL 8 x8" BRICK FOOTING AS FOLLOWS: FOOTING AS FOLLOWS: C.O.A.#26894 (904)342-8751
2-STORY: 20" WIDE w/(3)#4 or(2)#51 OPTION 2 LEDGE W/(1)#4 OR#5 LEDGE W/(1)#4 OR#5
SEE PLAN FOR SIZE AND FOPT13N s CONTINUOUS. 1-STORY: 1211 WIDE wl(2)#4 or(2)#5's CONTINUOUS. 1-STORY: 12"WIDE w/(2)#4 or(2)#5S H
LOCATION. 2-STORY: 16" WIDE w/(3)#4 or(2)#51S 2-STORY: 16" WIDE W/(3)#4 or(2)#5s
c
MONOLITHIC PORCH EDGE DETAIL MONOLITHIC BEARING STEP DOWN DETAIL MONOLITHIC EXT. FOOTING DETAIL W/ CURB MON LITHIC EXT. FOOTING DETAIL m
OPTIONS: STEMWALL DETAIL 3 OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 OPTIONSA STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9
OPTIONS: STEMWALL DETAIL 4
0
HEADER COURSE w/
4" CONCRETE SLAB CHAIR BLOCK w/(1)#4 4" CONCRETE SLAB (1)#4 OR#5 CONT. 4" CONCRETE SLAB La Z
OR#5 CONT. 8" CMU W/#4 OR#5 VERTICALS @ EACH MAX PROJECTION OF CMU w D
CORNER.. EACH SIDE OF EACH FOOTING ABOVE SLAB = 16"
4. VARIES, SEE ARCH. ELEVATION CHANGE AND 48 o/c CHAIR BLOCK w/(1)#4 S 0
SEE DETAIL 1-STEMWALL —411 CONCRETE SLAB OR#5 CON't
FOR WALL REQUIREMENTS THEREAFTER. BEND MIN. 12" INTO HEADER 8" CMU W/#4 OR#5 VERTICALS @ T 0 a
PAD FOOTING SHOWN 811 CMU W/#4 OR#5 VERTICALS @
_11FEI Ell =
COURSE. GROUT REINFORCED CELLS SOLID. 11 EACH CORNER, EACH SIDE OF EACH
i BEYOND FOR BEARING POSTS. ��_l I IE]i I IEI I I EACH CORNER, E CH SIDE OF EACH
7_1777 11 FOOTING ELEVATiON CHANGE AND FOOTING ELEVATION CHANGE AND E
SEE PLAN FOR SIZE AND d -2 r I I A 11
11 IEEI I ==I I I GRADE GRADI of
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FOLLOW DETAIL 1-STEMWALL REQUIREMENTS CONTINUOUS STRIP FOOTIN13 AS FOLLOWS: L ED ul
1-STORY: 16" WIDE w/(2) .or (2)#5 s 1-STORY: 16" WIDE w/(2)#4 or(2)#5'S 1-STORY: 16" WIDE W/(2) #4 or(2)#5's If] j
2-STORY: 20" WIDE w/(3)#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 L D 0
(FOR BRICK VENEER,, ADD 41, rO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER,ADD 411 TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 41'TO FOOTING WIDTHS SHOWN)
Ul Z w
STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) STEMWALL DETAIL (MAX. 5 EXPOSED COURSES) V < I >- C)
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OPTIONS: MONOLITHIC DETAIL 4 OPTIONS: MONOLITHIC DETAIL 3 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES lo'Ifooffe z z
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#4 or#5 CONT.
DESIGNED BY: SDM
MONOLITHIC STEMWALL FOUN ION STEMWALL FOUNDATION
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CHECKED BY: BAM
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6 5
DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. JOB NUMBER
FINISH FLOOR ELEVATION (1)#4 or#5 CONTINUOUS (1)#4 or#5 CONTINUOUS
@ 3" FROM TOP.
EXPANSION JOINT @ 3" FROM TOP. 6"MIN. CONCRETE CURB TO BE BUILT UP 4" CONCRETE SLAB
TO FINISH FLOOR ELEVATION
ELEVATION OF POOL DECK- #4 or#5 VERTICALS @ (MAX HEIGHT=3011). #4 or#5 VERTICALS @ EACH SHEET
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119 4811 o/c BEND INTO 777
4" CONCRETE SLAB CHANGE, &48" o/c THEREAFTER.
11 FOOTING & LAPPED 6 4 8's MIN. X..
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=jI 45 PROJECT ENGINEER
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1�fi MIN L I
POOL DESIGN BY OTHERS 4 L ��W-
2" MIN.
8 F,,
450 1 Ed BRYAN A. MURRAY
FL PE#64010
CONTINUOUS FOOTING AS FOLLOWS:
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FOOTING, STEMWALL OPTIONAL 8 x8" BRICK FOOTING AS FOLLOWS: 2-STORY: 20" WIDE w/(3)#4 or (2)#5's
A LEDGE w/(1)#4 OR#5 FOOTING AS FOLLOWS: LEDGE (1)#4 OR#5 J%%11111111111
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APPLIES AS WELL. CONTINUOUS.
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N.,
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11
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Type FOOTING IN PROXIMITY TO POOL MONO DETAIL ELEVAT D CURB ELEVAT MONOLITHIC EXT. FOOTING DETAIL INTERIOR BEARING FOOTING DETAIL ATE OF
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AS SHOWN. BALLOON FRAME GABLE ALL EXTERIOR WALLS TO INTERIOR
WALL. US--_ 2ply STUDS @ 16 BE FRAMED w/2x6#2 SIZE END ZONES
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METAL' 15/32" EDGE FIELD EDGE FIELD
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SEE DETAIL E/FR1
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If
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FLORIDA PRODUCT APPROVAL.
P R ESS U R E TR EATED POST W/ 172T2_x6-1/Tj (2)2x6-1/2 F(-2)2x8-2/2 (2)2x8-2/2 1 0 9j
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ABU66 @ BASE. (POST TO 0 ItL 11 - Ap-I y - 0
0 ENGINEERING INCORPORATED
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157 HAMPTON PT DRIVE,STE.3
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NOTE: PLACE HEADER ST.AUGUSTINE - FL - 32092
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Z P OF OPENING SIDE OF POST. (FULL LENGTH C.O.A.#26894 (904)342-875
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ALL NAIL HOLES. HEADER W/311 o/c GRID WINDOW AND DOOR
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OPENING SIZE OR INTERIOR END
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j W/8d NAILS @ 3 If o/c. PLATE BETWEEN PROJECT ENGINEER
JACK STUDS. BRYAN A. MURRAY
FL PE#64010
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1. MAY BE 7/16" PROVIDED THAT METAL
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FLORIDA PRODUCT APPROVAL.
MURRAY
WALL SHEATHING ENGINEERING INCORPORATED
ALL EXTERIOR WALLS TO 157 HAMPTON PT DRIVE,STE.3
ST.AUGUSTINE - FIL - 32092
BE FRAMED w/2x6#2 C.O.A.#26894 (9(A)342-8751
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CORNER ONTO WINDOW 0 =2x4#2 SPF @ 16" o/c. >
C-4 W cl
HEADER MIN 16". FILL 2x4#2 SPF @ 1211 o/c.
ALLNAItHOLES.
2x6#2 SPF @ 16" o/c.
nn
L L 2x6#2 SPF @ 24 o/c. z ul
2x8#2 SPF @ 16 o/c. LL
OTHER, SEE PLAN z
PLACE HEADER @ 2
j
00 1. FOR EXTERIOR WALLS,SEE NOTE 3 IN WALL
AD- s @ _x
TOP OF OPENING. N�111 I ctj
_x___Tj__Tj\j -24f1 0 C IIJ , -4x4#2 SYP PT POST SHEATHING SCHEDULE. z
C*4 (14
2ply 2x6 @ @ PORCH HEADER w
< >
HEADER HEIGHT
c� 0
END-ZONES
ATTACH WALL L----------- i,F 0. LL
SHEATHING TO FRAMING CORNERS IDENTIFIED&
now
w/3"o/c EDGE/12"o/c u ILI u u u DIMENSIONED INDICATE
_j
WALLS SEGMENTS WHERE
FIELD 8d NAILING.
L END-ZONE PRESSURES SHALL
2ply 2x6 @ SILL "4 51-711
vi APPLY TO COMPONENTS &
HEIGHT
LA. =44ql 0 CLADDING. ALL OTHER AREAS
MAY USE INTERIOR-ZONE
2ply 2x6 SILL
PRESSURES FOR
Lu
COMPONENTS&CLADDING.
. . . . . . [,2),Xj0-1p
I I F(2)i
>/1 _ . '1 11 1 1 0
DESIGNED BY: SDM
(2 X4-1/1 COMPONENTS & CLADDING
o I 111(2)12X4-� 1
(2) CS16's FROM WAL 4
CORNER ONTO WINDOW 7 DRAWN BY: MSF
PRESSURES
SILL MIN 16". FILL ALL
NAIL HOLES. SwX WINDOW AND DOOR CHECKEDBY: BAM
ALL EXTERIOR WALLS TO DESIGN PRESSURES
BE FRAMED w/2x6#2 JOB NUMBER
SPF STUDS @ 1611 o/c. OPENING SIZE OR INTERIOR END
TRIBUTARY AREA IN ZONES ZONES J 9 E3 9 2
DETAIL-E/FR2: SWX DETAIL SQUARE FEET N H N H
+
0-20 25.6 27.7 25.6 34.2 1
21-50 24.5 26.724.5 32.1
51-100 23.0 25.1 23.0 29.0
2nd FLOOR 101-200 21.7 23.8 21.7 26.7
201-500 20.6 22.8 20.6 124.3
>500 19.1 21.2 19.1 1.2
SHEET
PROJECT ENGINEER
BRYAN A. MURRAY
FL PE #64010
8/3/2016
OFFICE COPY %% l, A A4 jj
%
N
010
00
FRAMING PLAN 00
-A TATE Q
0)
SCALE: 1/4"=f-O"
00
000R`iV N
40' tS 00 0
'4e; &/0"0'"04 V
11NAk- to
-NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF
TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO <4
TRUSS w/8d NAILS @ CHORD OF TRUSS W/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING ROOF SYSTEM ROOF SYSTEM
If TRUSS w/8d TRUSS w/8d TO BLOCKING WITH
3 11 o/c. 8d NAILS@ 3 o/c. it 0 If 2x4#2 SYP
NAILS@ 3 o/c. I I NAILS@ 3 o/c. o/c 8d EDGE ROOF SHEATHING
2x#2 SYP I I NAILING SPECIFIE BLOCKING. (SEE FR SHEETS)
I I ROOF SHEATHING
ENGINEERED CONTINUOUS FROM ENGINEERED I I ENGINEERED ON PLAN. (SEE FR SHEETS) IN OD WE TRUST
ENGINEERED TOP PLATE OF 7/16" THICK(MIN.) I L.--J- 110-
ROOF TRUSS. -ATTACH EACH BRACE ROOF TRUSS. ROOF TRUSS. SHEATHING I ROOF TRUSS.
SHEATHED-WALLTO I
TO TOP/SILL PLATE w/ ADJACENT TRUSS. 2X4#2 SYP NAILER ATTACHED TO I
NAILER,TOP PLATE 11 TOP PLATE
11 TOP PLATE TOP PLATE
(4) .1310' NAILS. 2x MUST MATCH OR ATTACHED TO TOP PLATE
ATTACH EACH EXCEED LENGTH OF AND BLOCKING w/ ATTACH SHEATHING FOR STUCCO
BRACE TO EACH 2x4#2 SPF LEDGER NAIL TRUSS SHEATHED-WALL. TRUSS BOTTOM 8d NAILS @ 3 o/c. TO UPPER TOP FINISH: PROVIDE
TRUSS BOTTOM ATTACHED TO TRUSS BOTTOM CHIOKIJ CHORD w/.13lx3"
CHORD w/(3) w/(4) .13lx3" NAILS @ TO 2x BLOCKING NAIL 2x BLOCKING TO NAILS @ 3 o/c. ATTACH B.C. OF PLATE WITH o/c 8d 2x BLOCKING @
EACH INTERSECTING w/ .13lx3" NAILS L TRUSS TO TOP EDGE NAILING 16 11 o/c FOR 15/3211 MU RAY
.13lx3" TOENAILS. TOP PLATE w/.13lx3" PLATE w/.13lx3" SPECIFIED ON PLAN. SHEATHING
TRUSS MEMBER. USE @ 3 o/c. NAILS @ 3 o/c. ENGINEERING INCORPORATED
2x4#2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3 o/c. APPLIED INTERIOR WALL- EXTERIOR WALL INTERIOR WALL 157 HAMPTON PT DRIVE,STE.3
2 to CHORDS ADJACENT TO 11.25" MAX. 16" MAX. VERTICALLY. EXTERIOR WALL STUDS-SEE STUDS- SEE STUDS-SEE ST.AUGUSTINE - FL - 32092
o/c ALONG WALL STUDS- SEE FRAMING PLAN FRAMING PLAN FRAMING PLAN C.O.A.#26894 (904)342-8751
LENGTH. WALL ARE AT FRAMING PLAN FOR SIZE FOR SIZE FOR SIZE -
DIFFERING HEIGHTS. OPTION #3 OPTION#4 OPTION#5 WALL SHEATHING FOR SIZE WALL SHEATHING FLOOR SHEATHING
OPTION #1 OPTION#2 (SEE FR SHEETS) (SEE FR SHEETS)
SH EATH ED WALL TI E-I N TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL- HIGH HEEL
PARALLEL EACH SIDE(PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TR U SS D I R ECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT
SHOE PLATE SHOE PLATE 2x4#2 SYP kIBBON SHOE PLATE /--SHOE PLATE
A/FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) BOARD ATTACHED
TO EACH �
-*--�FOUNDATION -SEE FD SHEETS INTERSECTI i G Pag
2x4 PLANK ORIENTED TRUSS w/(3)
NAIL FLOOR SHEATHING NAIL FLOOR BRACES @ 4811 o/c. 1-STORY WALL SEC71ON .13lx3" NAO. TOP PLATE TOP PLATE
TO TOP CHORD OF ATTACH FLOOR SHEATHING SHEATHING TO TOP ATTACH TO TOP CHORDS
TRUSS W/10d NAILS @ TO 2x4#2 SYP PANEL EDGE CHORD OF FLOOR w/(4) 10d TOENAILS) FLOOR SYSTEM
3 11 o/c. BLOCKING/RIBBON BOARD TRUSS W/10d FASTEN FLOOR DECKING SHOE PLATE WALL SHEAT4HING
WITH 10d NAILS @ 311 o/c. ATTACH FLOOR NAILS @ 3 it o/c. TO LATERAL BRACE w/(4) (SEE FR SHEVS)
ATTACH EACH BRACE SHEATHING TO 2x4
TO TOP/SILL PLATE W/ SEE BLOCKING PANEL #2 SYP PANEL EDGE 10d COMMON NAILS. SIZE 2x(MATCH WALL STUD) EXTERIOR WALL INTERIOR WALL
(4) .13lx3" NAILS. DETAIL OR SHEATH BLOCKING WITH ENGINEERED GRADE #2 SYP (PT ON CONCRETE) STUDS-SEE STUDS-SEE
ENGINEERED - CONTINUOUS TO 10d NAILS @ 3 it o/c. FLOOR TRUSS. 2x4 DIAGONAL BRACE @ NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM FRAMING PLAN FRAMING PLAN Ul
FLOOR TRUSS. SHEATH FLOOR TRUSS 11 FOR SIZE FOR SIZE
ADJACENT TO SHEAR RIBBON BOARD. 48 o/c. ATTACH BOARD WITH .13lx3" NAILS @ 8" o/c. w
WALL w/7/16" RATED i ATTACH B.C. OF DIAGONAL BRACE TO
ATTACH EACH 6/1, .10 1�1/0 TRUSS TO TOP PLATE LATERAL BRACES w/(4)
SHEATHING ATTACHED w/ ENGINEERED 7/1611 RATED w/.13lx3"NAILS @ TOP PLATE
BRACE TO EACH 10d COMMON NAILS AT u
TRUSS BOTTOM 8d NAILS @ 3" EDGE& 12" FLOOR TRUSS. 00006e --- - SHEATHING 3 If o/c. ACH END. MATCH SIZE, GRADE&QUANTITY OF ALL 2nd
CHORD w/(3) FIELD. BLOCK ALL PANEL ATTACHED EXTEND WALL SIZE 2ply 2x(MATCH WALL STUD) FLOOR MULTI-PLY STUD COLUMNS w/ SHOE PLATE SHOE PLATE T
.13lx3" TOENAILS. EDGES. SHEATHING w/8d NAILS I,-;!<,- SHEATHING TO x4PLANKORIE NTED GRADE #2 SYP BLOCKING IN FLOOR SYSTEM AND w/lst
LENGTH TO MATCH @ 3[1 o/c. FLOOR TRUSS TOP RACES @ 4811 io/c. (2) ROWS OF .13lx3" NAILS @ 12" o/c FLOOR LEVEL STUD COLUMN, U.N.O.
2x4#2 SYP BRACES @ SHEAR WALL LENGTH. ATTACH PANEL EDGE - Z2x4#2 SYP PANEL CHORD. ATTACH TO CH TO TOP OF NAIL STAGGERED. TIGHTEN TO 611 o/c -*-�FOUNDATION- SEE FD SHEETS
12 If o/c ALONG WALL ADDITIONAL 2x4#2 SYP BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM TTOM CHORD/FLANGE PATTERN STAGGERED @ ALL WALLS LABELED <
LENGTH. TOP PLATE ABOVE PLATE w/.13lx3" AT ALL PANEL CHORD w/8d NAILS t/(4) 10d NAILS. SW3/SW4 OR ATTACH WALL FLOOR SHEATHING w
SHEAR WALL. ATTACH TOENAILS @ 3 If o/c. EDGES. @ 311 o/c. SHEATHING TO UPPER PLY OF TOP In
TO TOP PLATE w/ PLATE. 10d COMMON NAILS w/ADHESIVE 2-STORY WALL SECTION ul
.1310" NAILS @ 3"o/c. BLOCKING PANEL DETAIL OPTION#3 OPTION#4 MIN. 48"w/(24) .131x3" NAILS IN LAP SIZE -or PASLODE TETRAGRIP FASTENERS ci
OPTION #1 OPTION #2 LAP SPLICE UPPER PLY LAP OVER HEADERS It NAILING FIELD it NAILING
SHEATHED WALL TIE-IN TO CONTINUOUS SHEATHED WALL TIE-IN TO EXTERIOR WgL-TRUSS/JOISTS WHERE POSSIBLE. 23/321, 6 o/c 6 o/c
SHEATHED WALL TIE-IN TO ADJACENT TRUSSES TRUSSES PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARA WALL ul
PARALLEL EACH SIDE
B/FRD SHEATHED WALL TlEmIN DETAILS (FLOOR TRUSSES) K/FRD TYPICAL WALL SECTIONS
W
12 12
2x8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS&TRUSS TOP w
X,
1211 IF DISTANCE FROM SUB
RATED VINYL CEILING OVER ix4#2 SYP OR 2x4#2 SPF CHORD OR BLOCKING w/(3) -1310"TOENAILS. 12 2x6#2 SYP BRACE. LOCATE @ PEAK, BLOCK ALL PANEL EDGES AND FASTEN ROOF FASCIA TO lst OUTLOOKER ul
PURLINS SPACED AT 1211 o/c AND ATTACHED WITH (2) BRACE TOP CHORD OF TRUSSES BELOW OVER zRAMING w/ 41 EACH SIDE OF PEAK, AND 6'o/c SHEATHING w/8d RING-SHANk NAILS @ 4" EXCEEDS 3211, DOUBLE lst n
lx4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS C9
.13lx3" NAILS TO EACH INTERSECTING TRUSS. THEREAFTER. BRACE TO ATTACH TO o/c WITHIN 4' OF END OF GABLE RAKE. OUTLOOKER ONLY. ci L9
ENGINEERING w/(2) 8d NAILS PER INTERSECTING TOP
MID-PT OF BLOCKING EACH END. 2x4#2 SYP OUTLOOKERS @ 2411 o/c ci
CHORD. LAP SPLICES MIN. (2)TRUSSES. ADD 2x4#2 SYP T-BRACE TO ANY z
MIN. 3/8" SHEATHING w/6" EDGE 1211 FIELD 8d NAILING. 2'!! BRACE GREATER THAN VIN LENGTH (MAX RAKE = 24" o/c).'FASTEN J
OUTLOOKERS TO FIRST FULL HEIGHT
#2 SPF CRIPPLES @ 4'o/c PER w x 0 C.
BLOCK ALL UNSUPPORTED PANEL EDGES. SCHEDULE BELOW, ATTACH TO BOLTS- TRUSS w/(3) .13lx3"TOENAILS. ADD
SHEATH PORCH RAFTER w/(3) .13'�xT' NAILS. 21". 2x BLOCKING BETWg,EN ALL w >
SOLID SAWN (SYP) HEADERS OUTLOOKERS ABOVE TOP
CEILING PER (5) M I N. w/3/8" SH EATH I NG w/6" EDGE 1211 FIELD 8d 2x6#2 SYP CRIPPLE MAX HT. 2ply/3ply 2x-(2) ROWS OF 10d COMM S. PLATE/CHORD TOENAILE6@ 611 o/c. 0
OPTION 1 OR 2.. NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. RAFTERS@ & III: III p I ELEVATION VIEW
UNLESS NOTED if o/c. 2x4 61-311 - - I 1 0. LL
ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE 24 1-1011 SCL LUMBER(LSL,. LVL, PSQ
OTHERWISE ON &TO PORCH HDR w/.13lx3" NAILS @ 611o/c. 2x4 w/lx4'IT" 81 ACE 9
2ply/3ply 1-3/41' (DEPTHS UP TO 11-7/8")-(2) ROW F 12d NAILS.
PLAN. 2x4 w/2x4'IT" BI ACE 1 111-2"
*ATTA H#2 SPF'7"E RACE TO CRIPPLE 2ply/3ply 1-3/4" (DEPTHS 14"AND GREATER)-(3) RO OF 12d NAILS. (1) H2.5 @ EACH SLOPE TOP PLATE
PORCH SHEATHING DETAILS 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2-�BOLTS. REVISIONS
w/.1310'NAI_S @ 4-0/c. 2x4#2 SYP BLOCKING Ca) OUTLOOKER TO TOP TO MATCH ROOF
BRACE LEG ATTACHED TO PITCH.
CHORDITOP PLATE.
SEE DETAILJ/FRD E/FRD BM/HDR CONNECTION DETAIL TOP CHORD w/(3)
PORCH HEADER PORCH HEADER OR DETAIL 6/TDD. (3) .13',x3"TOENAILS @ .1310' NAILS.
PER PLAN 41 o/c M CRIPPL:_TO TOP CHORD GABLE END TRUSS
PER PLAN
POCKET PORCH OR BLOCKING BELOW. OPTION I BRACED AS SPECIFIED
HEADERINTO (1)SPH @ LOWER BY DELE A E U
--I f 1 (3) .13 10' ENGINEERING.
NOTCH PORCH HEADER WALL AS SHOWN. TOP P LAIE TO
3" AROUND TOP PLATE TOENAILS @ 4 DOUBLEEND L DESIGNED BY: SDM
R 2 ATTACH BOTTOM
AND POCKET INTO 2x4#2 SYP ply CHORD TO TOP
WALL AS SHOWN. SUPPORT PORCH ----- ... P LATE w/.13 IX3 DRAWN BY: MSF
HEADER w/ (1)2x PER ROOF TRUSS VALLEY NAILER
__qT_ SUPPORT PORCH PORCH HEADER PLY. TOP CHORDS. TTACHED TO 2x6#2 SYP FLAT BLOCKING @ TOENAILS @ 61'o/c. NOTE: OUTLOOKERS/BLOCKING MAY CHECKED BY: BAM
HEADER w/(1)2x PER LL ATTACH LOWER TOP OPTION 2 BRACE LEG. ATTACH TO EACH PLATEFORM BALLOON BE OMITTED PROVIDED A FULL HEIGHT
OPTION 1 PORCH HEADER PLY. I TERSECTING PLATE TO ADJACENT (1) CS18 HORIZ @ TRUSS BOTTOM CHORDS w/ FRAMED STUPS FRAMED STUDS GABLE END TRUSS IS PROVIDED OR
OPTION 2 IF CRIPPLE DOES NOT BEAR DIRECTLY USS TOP WALL PER OPTION 1 OR LOWER TOP PLAITE TO WALL IS FRAMED CONTINUOUS TO
(4) .131x3"TOENAILS. PER PLAN. PER PLAN JOB NUMBER
(NON-PLATED ABOVE TRUSS TOP CHORD,,ADD 2x4#2 CHORDS w/(2) 2. NOT REQUIRED AT 2x#2 SYP BLOCKING IN ROOF DECK AND THE GABLE RAKE
(PLATED PORCH HEADER)
PORCH HEADER) SPF BLOCKING BETWEEN ADJACENT .1310' NAILS. CORNERS OR INTERIOR HIGHER WALL'(9) DOES NOT EXCEED 12 .
TRUSS TOP CHORDS AND ATTACH w/(3) WALLS. 10dx 1-1/2 If NAI LS EACH
PORCH HDR WALL INTERSECTION DETAIL .13lx3"TOE-NAILS PER END. SIDE OF JOIW. PLATFORM FRAME11111111,11, OR BALLOON FRAM
SEE DETAIL 5/TDD FOR
C/FRD PORCH DETAILS F/FRD OVERFRAMING DETAIL G/FRD EXTERIOR PLATEliEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL STRAPPING REQUIREMENTS
FOR OPENINGS >4'SEE DETAIL CLIP TRUSS TC 2x GARAGE DOOR JAMB
HEADER PER J/FRD OR DETAIL 6/TDD. SHEATHED SIE E OF ATTACHED TO JACK/KING
PLAN CUP TRUSS TO HEADER. POST w/(1) ROW OF
--NAIL LEAD KING STUD TO SHEATHED SIDE OF NOTE: GARAGE JDOR 5/16 if x3" LAG SCREWS @ SHEET
HEADER OR TOENAIL PER HEADER. (1) MTS12 OR
TO BE ATTACHE TO 24 o/c FOR OPENINGS
IF> 16" ADD SCHEDULE BELOW
1. (1) MSTA18
311 o/c 8d NAI FRAMING MEMB IN UP TO 10' IN WIDTH AND
CRIPPLE STUDS STRAP @ EACH of
to o/c. ACCORDANCE @ 12 o/c FOR OPENINGS
@ 16 KING TO HDR NAILING 3" o/c 8d NAILS. NO HORIZONTAL - CORNER OF APPLICABL UP TO 18' IN WIDTH.
HDR .13lx3 If JOINTS ALLON VED. NS CHIMNEYTO MANUFACTUR Is
DEPTH NAILS NO HORIZONTAL RAFTER/TRUSS INSTRUCTION .
ATTACH HEAD/SILL- 2x BLOCKING FOR JOINTS ALLOWED.
TO JACK STUD PER ARCH WINDOWS 4 (2) PER PLY 2x4#2 SYP BOCKI NG TOPCHORD JAMB LAG SCR S PROJECT ENGINEER
SCHEDULE. w/(2) .13lx3 If (3) PER PLY 311 o/c 8d NAILS. BETWEEN TRUSSES OR 2x4 TRUSS MAY BE OMI D BRYAN A. MURRAY
SC
6 BLOCKING
NAILS/END. 8 (4) PER PLY if BELOW CHIMNEY L SCAB RAFTER TO PROVIDED R S FL PE#64010
3 o/c 8d NA[l it BELOW. FASTENING GA GE
WALLS w/(4y,13lx3
WIDTH ATTACHMENT 10 (5) PER PLY TOE/END NAILS AT TOPCHORDOF DOOR TRACK E E3/3/20 1 6
12 If (6) PER PLY TRUSS w/.1310' INCREASED INCR ED GARAGE DOOR
0-111 (4) .13lx3"TOENAILS FLUSH HEADER DROPPED HEADER EACH END OF 19
14 (7) PER PLY BLOCKING T0q0P NAILS@ 4 0/c. IN LENGTH BY 2' R A JLf(j'!*
111-16' (6) .13lx3"TOENAILS Fl '0�
16 (8) PER PLY CHORD OF TRUSS OR THE DEPTH OF E E N�-- 'P- �.,
4Q>
RAFTER. ROOF TRUSS 2x4#2 SYP SCAB: MAX OVERHANG 20" JAMB MATERIAL. 00
1 8" (9) PER PLY 41110
TOP CHORDS. N 64010
THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GR ER THAN V IN WIDTH UNLESS THE 2x6#2 SYP SCAB: MAX OVERHANG 42"
GARAGE DOOR BUCK.
TOP PLATE IS STRAPPED TO THE HEADER PER DETAIL 6/M . THIS DETAIL DOES NOTAPPLYTO USE PT LUMBER IF 2x
L OFFICE COPY
IF > 16 ADD CRIPPLE WALLS SU PPORTI NG A FLOOR SYS TEM ABOVE. :
MATERIAL.
0
If o/c.
STUDS @ 16 go
so 0%
4 0
*Go-*
mommomm�
I[Nram C
i JST
SHEA
USS
A/F� LTR
NOTE: WINDOWS/DOORS TO BE ATTACHED TO FRAMING M/FRD CHIIVINEY�",OVERFRAIVIING N/FRD RAFTER SCAB DETAIL P FRD GARAGE DOORJAMB DETAIL N Al.
H/FRD TYP. OPENING DETAIL MEMBERS PER MANUFACTURER's INSTRUCTIONS. J/FRD HEADER DETAIL
GENERAL NOTES
SEE COVER SHEET(CS) FOR TRUSS TO
PLATE CONNECTION NAIL SIZE AND
QUANTITIES.
SEE COVER SHEET(CS) FOR
(1) MSTA24 @ EACH JACK TO HOLD-DOWN FASTENERS,ANCHOR I N OD WE TRUST
HEADER. DIAMETER AND EMBEDMENT.
SEE TIE-DOWN DETAIL SHEET(TDD)
ATR INSTALLATION INSTRUCTIONS
AND STUBBIE OPTIONS.
SEE DETAIL 3/TDD FOR PORCH
HEADER/PCIST STRAPPING DETAILS
7
U.N.O.
MURRAY
ENGINEERING INCORPORATED
TRUSS TO PLATE 157 HAMPTON PT DRIVE,STE.3
ST.AUGUSTINE - FIL - 32092
CONNECTION SCHEDULE A.#26894 (904)342-8751
(1) H2.5T or(1) SDWC15600 @ EACH
TRUSS TO TOP PLATE OR HEADER
UNLESS DENOTED AS SHOWN
IRA
(1) H8 (1) MTS12
CIO
OTHERWISE
FOLLOW SPECIFIC :3
ATTACH EACH STHD14 w/ 1/2"x7" EMBED EPDXIED ALL CALL OUT ON PLAN J
THREAD ROD w/2"x2llx3/1611
SEE DETAIL 5/TDD FOR GABLE
(30) 16d SINKERS. IN THE
WASHER. STRAPPING AND DETAIL 6/TDD FOR
EVENT THE STHD14 IS STRAPPING AT OPENINGS
OMITTED OR THE SEE DETAIL 5/TDD; NOTE: ALL UPLIFTS HAVE BEEN >_
STEMWALL FOUNDATION STUBBIES @ 321,0/c CALCULATED BY ENGINEER OF RECORD.
IS GREATER THAN (2)
COURSES TALL, REFER TO UPLIFT VALUES REPORTED BY TRUSS
STUBBIES @ 161,o/c SOFTWARE SHALL BE DISREGARDED. IF
THE STHD14 OPTION, USING ALTERNATIVE CONNECTIONS z
DETAIL 11/FDD _F THAN THOSE SPECIFIED, THE
w D
(TYPICAL EACH SIDE).
CONNECTIONS MUST EXCEED THE
L �j
d 'z CAPACITY OF THE CONNECTION
SPECIFIED ON THIS PLAN.
Ll
Jill All. (1)*DU11 @ BASE
Jill 1 r2 OEAEND POST, Jill SDWC15600 INSTALLATION
ATR
DETAIL A/TDI : PORTAL FRAME DETAIL :::----
0 --- --- GUIDELINES
L3
SDWC MAY BE INSTALLED
ILL- Y, h
'8r e._ I'll 1 1 !$ tr,�,-T, SKEWED UP TO 300
IL0__j'jl w
L
EHE!�—---�� @j 1-i PROVIDED IT PASSES
(1) HDQ8 @ kn I THROUGH FULL DEPTH m
BASE OF END POST. uj If]
Jill co I OF TOP PLATE.
4a- co SEE DETAIL 3/TDD ADR
Jill co
Jill ll�- PORCH HEADER/PO$T IF TRUSS ALIGNS ci
Jill 1 3:) STRAPPING DETAILS, WITH STUD,
s s ----------------------___
klij — I! 1 0
1A 'o' "j U.N.O. SKEW SDWC UP
---------------------------
F-------I I r I-- 1�1 11111 TO 30*TO FULLY Ln Z
------------------------------------- EMBED IN
F
L
-1 ATR -1 L--- F T -1 CHORD (AS
L - - -------- W
_1 F_
SHOWN).
INSTALL SDWC @ CENTER
OF WALL DEPTH (+/- 1 CL
I
SE DE IL 3 OR z
OFFSET FROM ANY TOP
P CH EADEF
ST
PLATE SPLICE MIN. 1/4 IENI 0 Z
S API ING DE''A LS,
LL
J.N.O. STUBBIES @ 321'o/c L3
H I L3
JJ ------
GENERAL STUBBIE
ATR @ BEAIV —SEE PORTAL FRAME
i/2 LOCATIONS
4L z
DETAILA/TD1 (SEE DETAIL 7/TDD FOR ALLOWABLE
Jill
STUBBIE OPTIONS) w >
W
s @1 4 0/c j CL 0
�T
EACH SIDE SPECIFIC
ft SPACING
IIL
EF F JILFF I'f LOCATIONS
k E I EE F FE OFEACH
(1) 3/8" ATR OR(1)SPH @ SPECIFIED
LL- I I SHOE PLATE
Ur. Din DENOTED BY REVISIONS
PI ATF TQ Vj ST- ON PLAN
)xli BREAK
W/(1) LTT20B @ BASE. THE SYMBOL-*S
�11 3/8"A R ORj"[)SIH @
I ' ILrPILAI 111y'KIIIIIJI'UNII
F-T -I A! A! A!
20B @1-1�
IT IS ALLOWABLE TO ELIMINATE STUBBIES
(2� H8,ps/(311 GIRD TO
Jill PROVIDED THAT ALL THREAD RODS ARE
TOP PLA7 wk(l A L (1) M TS12 @I�ACH
1111 �'I I I Ln PLACED AT THE STUBBIE SPACING
4L THRE D ROC I\ 1 1 __j I I �ANTI�!:VERED BEAM (1) �STA24 @ HDR TO
@j 1 11 ACK POST w/(1) SPECIFIED.
T 1 HEAD---R
STUBBIES ARE ONLY REQUIRED AT INTERIOR
THD14 @ BASE. DESIGNED BY: SDM
Jill WALLS WHERE SPECIFICALLY N
CITED.
F
IL DRAWN BY: MSF
GENERAL FULL LENGTH
L_
CHECKED BY: BAM
If
ATR LOCATIONS
_77' JOB NUMBER
ALL THREAD RODS (ATR s)TO BE
MSTA12 GIR
DER
LOCATED AS FOLLOWS:
ASE,
TO END 23 X T4.0- R 9 a 9 2
Jill
1. 3/8"ATR's LOCATED @ SPACING
SPECIFIED ON PLAN.
2. 3/8" ATR LOCATED WITHIN 211 OF
Jill 0
got�EAMJ
SEE PORTAL FRAME END POST OF ONE SIDE OF EACH
1 0 L I WIL __A a I I DETAIL AjTD1 EXTERIOR CORNER.
3. 3/8" ATR LOCATED EACH SIDE OF
OFFICE COPY
V)
EACH PLATE HEIGHT CHANGE.
co
co 4. 3/8" ATR LOCATED THROUGH
ATR CENTER OF UPPER TOP PLATE SPLICE
ATR's @ 5o/c OR EACH SIDE OF UPPER TOP PLATE
SEE D I L 5/TD,D; SHEET
STUBBIES @ 321,o/c SPLICE.
b I Ut$u -1c
07 0
5. SPECIFIC LOCATIONS DENOTED BY
THE FOLLOWING SYMBOLS:
TD 1
A o = 3/8"ATR
1 r2
A = 1/2"ATR
ATR
os 5m
5/8"ATR
ATR PROJECT ENGINEER
&W NOTE: SPECIFIC ATR LOCATIONS BRYAN A. MURRAY
---------------
SHOWN @ CORNERS OR TO SIDES OF FL PE #64010
OPENINGS TO BE LOCATED WITHIN 2
_L1_j_j E3/3/20 1 6
OF END OR KING POST.
%%III I I fill,.
4 1st FLOOR %
k%� XA A- A4 tj
REFER TO DETAIL 81TDD FOR FULL %
LENGTH ATR DETAILS. N 8
ATR's @ 5'O/c Q� �4-
oo
010 - I
-DOWN PLAN 4U
TIE
TATE 0
o 10C
-Zb
SCALE: 1/4"=V-01' I*
RID N
a 19
I N rrm C
- SIT
0 N A k-
GENERAL NOTES
• SEE COVER SHEET(CS) FOR TRUSS TO
PLATE CONNECTION NAIL SIZE AND
QUANTITIES.
• SEE COVER SHEET(CS) FOR
HOLD-DOWN FASTENERS,ANCHOR IN 130D WE TRUST
DIAMETER AND EMBEDMENT. r
SEE TIE-DOWN DETAIL SHEET(TDD)
ATR INSTALLATION INSTRUCTIONS
AND STUBBIE OPTIONS.
SEE DETAIL 3/TDD FOR PORCH
HEADER/POST STRAPPING DETAILS,
U.N.O.
MURRAY
TRUSS TO PLATE ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE,STE.3
(1) H8 OR TSP @ END POST TO
ST.AUGUSTINE - FL - 32092
TOP PLATE w/ CONNECTION SCHEDULE C.O.A.#26894 (904)342-8751
(2) CS16's @ BASE TO POST/HDR
BELOW. (1) H2.5T or (1) SDWC15600 @ EACH
TRUSS TO TOP PLATE OR HEADER
UNLESS DENOTED AS SHOWN
----------
.........
11
TV (1) H8 (1) MTS12
OTHERWISE
FOLLOW SPECIFIC
I IN �i Fr.=. 1 774 1 SEE DETAIL 3/TD FOR
ag I IF CALL OUT ON PLAN
i iii� PORCH HEADER/ OST
hill
f f,=-7-- STRAPPING DE LS, SEE DETAIL 5/TDD FOR GABLE
,j Ll
U.N.O. STRAPPING AND DETAIL 6/TDD FOR
F
STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN
CALCULATED BY ENGINEER OF RECORD.
T--I .I k
UPLIFT VALUES REPORTED BY TRUSS
I 1�x1i ,
SOFTWARE SHALL BE DISREGARDED. IF
jL__j USING ALTERNATIVE CONNECTIONS
�1 I i I it
(2)SPH's @ KING POST TO
THAN THOSE SPECIFIED.,THE
TOP PLATE w/
w
CONNECTIONS MUST EXCEED THE
-Ttl I I F 1 (2 CS16's @ BASE TO POST BELOW.
CAPACITY OF THE CONNECTION
SPECIFIED ON THIS PLAN.
Zi
—1 SDWC15600 INSTALLATION
T I T
GUIDELINES
__j 11 L
cj
SDWC MAY BE INSTALLED
SKEWED UP TO 300
0
PROVIDED IT PASSES
THROUGH FULL DEPTH m
Ln
kA_I OF TOP PLATE.
IF TRUSS ALIGNS D cj
WITH STUD,,
ui Z T1 SKEW SDWC UP cj
> — 1"""_
(2) HTS20's @ GIRDf-R
0 !� TO 300 TO FULLY
(A 0- To PO4 w/(1)Att ED Z
CLIP PER PLAN _j (A EMBED INTO
HK
.or D KOD.
(REFER TO DETAIL 5/TDD L ——————————- TRUSS BOTTOM
FOR GABLE CONDITION) CC A I F -7,-------- hill CHORD (AS
in 0 tn SHOWN). Li
U. (D 7z-
in Z
ATTACH EVERY OTHER !A 0 E INSTALL SDWC @ CENTER
- LLI OF WALL DEPTH (+/- 1").
STUD TO TOP PLATE 0 OFFSET FROM ANY TOP ul
ATTACH SHOE PLATE TO
AND SHOE PLATE w/TSP EACH INTERSECTING I F_ TF PLATE SPLICE MIN. 1/411 0
0
I LL
0
FLOOR TRUSS w/(1) cj
11 ui LL Li
3/8 x5" LAG SCREW w/ UJ 4-j 11 GENERAL STUBBIE IN
f^ I hill
211x2"x1/8" WASHER(MAX I 1 11 Ili 1 0
11 1 L A
SPACING@ 24 0/0 1 4 a III I I —(1) H8 @ PORCH HEADER TO LOCATIONS
(SEE DETAIL 7/TDD FOR ALLOWABLE
POST w/(1) H8 @ BASE uj
TO BEAM BELOW. STUBBIE OPTIONS)
ATTACH EACH FLOOR
L-----------
F-
FLOOR TRUSS TRUSS TO TOP PLATE
w/(1) H8 FF F 7 IT IF77
EACH SIDE SPECIFIC
U H U L SPACING
OF EACH
LOCATIONS
SPECIFIED
L ON PLAN DENOTED BY I N
DETAIL B/TD2 u BREAK THE SYM BOL- S
MTS141S @ GIF DER IT IS ALLOWABLE TO ELIMINATE STUBBIES
PROVIDED THAT ALL THREAD RODS ARE
T
ILL_ LJ_
PLACED AT THE STUBBIE SPACING
F1,
SPECIFIED.
STUBBIES ARE ONLY REQUIRED AT INTERIOR
DESIGNED BY: SDM
14/ ATR's @ 5'o/c WALLS WHERE SPECIFICALLY NOTED.
DRAWN BY: MSF
GENERAL FULL LENGTH CHECKED BY: BAM
ATR LOCATIONS
ALL THREAD RODS (ATR's)TO BE JOB NUMBER
LOCATED AS FOLLOWS: J989 2
1. 3/8" ATR's LOCATED.@ SPACING
SPECIFIED ON PLAN.
2. 3/8" ATR LOCATED WITHIN 211 OF
END POST OF ONE SIDE OF EACH
2nd FLOO EXTERIOR CORNER.
3. 3/8" ATR LOCATED EACH SIDE OF OFFICE COPY
EACH PLATE HEIGHT CHANGE.
4. 3/8" ATR LOCATED THROUGH
CENTER OF UPPER TOP PLATE SPLICE
OR EACH SIDE OF UPPER TOP PLATE SHEET
SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY
THE FOLLOWING SYMBOLS: D
3/8"ATR
1/2 1/2"ATR
ATR
618
5/8"ATR
ATR PROJECT ENGINEER
NOTE: SPECIFIC ATR LOCATIONS BRYAN A. MURRAY
SHOWN @ CORNERS OR TO SIDES OF FL PE#64010
OPENINGS TO BE LOCATED WITHIN 211
OF END OR KING POST. B/3/20 1 6
REFER TO DETAIL 8/7'DD FOR FULL
0"'E
LENGTH ATR DETAILS. N,3
-A
N 10
TIE-DOWN PLAN E OF 4u
SCALE: 1/4"=V-011 4 0 R
*109
MAXIMUM SPACING PER PLAN
(1) H8 OR(1) (1) H8 OR(1) GENERAL NOTES
TSP @ EVERY TSP @ EACH (1) FULL LENGTH
OTHERSTUD STUD TO TOP ATR WITHIN 211 OF 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET-XP'#
PLATE 2-PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS.
TO TOP PLATE HEADER POST.
2. NAIL DIAMETERS:
ti 8d COMMON=.131
16d SINKER=.148 IN GO D WE TRUST
10d COMMON=.148
16d COMMON=.162
3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION
SEE FULL SEE FULL SEE FULL SEE FULL OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO
LENGTH LENGTH SUBSTITUTE A SPHR OR MSTA24 w/(6)10d COMMON NAILS EACH
LENGTH LENGTH
ATR DETAIL ATR DETAIL ATR DETAIL ATR DETAIL SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED
PLATED CONDITION STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE.
4. ATR MAXIMUM OUT-OF-PLUMB TOLERANCE:1/4" PER FOOT OR 2"
SHOWN. NOTCHED SEE FULL SEE FULL SEE FULL PER FLOOR LEVEL-WHICHEVER IS LESS. MURRAY
HEADER APPLIES. LENGTH LENGTH ENGINEERING INCORPORATED
LENGTH 5. PROVIDE MIN. 2" EDGE DISTANCE FOR ALL 2X4 EXTERIOR WALLS
ATR DETAIL ATR DETAIL ATR DETAIL AND 3" EDGE DISTANCE FOR ALL OTHER WALL SIZES. 157 HAMPTON PT DRIVE,STE.3
ST.AUGUSTINE - FL - 32092
6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. C.OA#26
7. IN THE EVENT A COUPLER IS REQUIRED USE A LOW-CARBON STEEL 894 (904)342-8751
COUPLER w/MIN. 5/8"THREAD ENGAGEMENT FROM EACH ALL
PORCH HDR @ WALL THREAD ROD.
SEE SEE
STUBBIE STUBBIE
(1) FULL LENGTH DETAIL DETAIL
ATR WITHIN 211 OF
END POST, ONE 3/8 x6" TITEN HD
'I -A SIDE OF CORNER. w/CUT WASHER
u u
3/8 x6" EMBED 1/2 x7" CAST-IN-PLACE
11.111 BOLT W/NUT&CUT
EPDXIED ATR w/
STUBBIE SPACING
N
—IF SPECIFIED ON PLAN. OTE: INSTAL (1) NUT& CUT WASHER WASHER
STUBBIE WITHIN 811
NOTE: FULL LENGTH ATR TO BE INCLUDED OF EACH SID I EOF
(1) C IN STUBBIE SPACING. STUBBIES MAY BE
(1) CS22 ELIMINATED PROVIDED FULL LENGTH ATRIS EACH SHOE PLATE
w/(7) 8d x 1-1/2" NAILS PER w/(7) 8d x 1-1/2" NAILS PER BREAK. L
END @ EVERY OTHER STUD END @ EACH STUD TO HDR ARE SPACED AT SPECIFIED STUBBIE OPTIONS
PLATED CONDITION SPACING.
TO HDR BELOW(IN LINE BELOW. SHOWN. NOTCHED
U) Z
WITH H8/TSP ABOVE). HEADER APPLIES. 7/TDD STUBBIE OPTIONS
w
4/TDD ALL THREAD ROD SYSTEM DETAIL
2 0
ROOF BEARING WALL OVER HEADER BELOW ROOF BEARING WALL OVER HEADER BELOW PORCH HDR WALL CORNER X F.) LOW CARBON STEEL NUT 0 ci
T
UPPERMOST TOP PLATE
(1) SPH4/6/8 @ KING POST (1)SPH4/6/8 @ KING POST cj
TO TOP PLATE. TO TOP PLATE.
BALLOON FRAMED GABLE END
3/8" A307 STEEL ROD.
PLATED CONDITION
ATTACH STUDS TO TOP PLATE w/(1) 0
SHOWN. NOTCHED w
14.
HEADER APPLIES. H8 AND TO SHOE PLATE w/(1) SSP m
OR TO BEAM/HDR BELOW w/(1)
SET ROD IN 7/1611
CS22 @ 48" o/c MAX. ATTACH SHOE BRUSHED AND 0
PLATE w/3/8"x6" EMBED EPDXIED BLOWN HOLE. EPDXY
(1) H2.5A/T @ HDR ATR STUBBIES @ ATR/STUBBIE TO OVERFLOW ONTO
L TO POST w/(1) SPACING SPECIFIED ON PLAN. NOTE: SHOE PLATE.
L SEE DETAIL 6/TDD SEE DETAIL 6/TDD H2.5A/T @ BASE TO
FOR STRAPPING FOR STRAPPING IF OPTION 2 IS FOLLOWED,ATTACH 3/8" A307 STEEL ROD. J
OF TOP PLATE TO OF TOP PLATE TO POST/TOP PLATE z
TOP PLATE STRAPPING ON SAME
HEADER. HEADER. BELOW. ONLY(1) SIDE AS LTP4'S.
LOWEST SHOE PLATE >
W
H2.5A/T4=UIRED
(1) F U LL LENGTH- IF HEADER 0WAS 6
ATR WITHIN 211 OF DIRECTLY ON TOP OPTION 1 -2r- u z w
ATTACH TOP PLATE TO
HEADER POST. PLATE. GABLE END BOTTOM 0
CHORD w/LTP4's @ 5' o/c. z
0 Z
OPTION 2
LL Z.,
J. RAISED PORCH HDR @ WALL 3/8" ATR DETAIL cj
ATTACH TOP PLATE TO GABLE END
IL BOTTOM CHORD w/SIMPSON SDWC
OR 1/4"x6" SDS SCREWS @ S' o/c.
-j 0
FOR OPENINGS GREATER THAN 51 BUT I
(1) MSTA24 @ EACH I I < z 0
NO LARGER THAN 18, INSTALL(2) LOW CARBON STEEL NUT
PORCH HDR TO COLUMN
(M SCREWS EACH SIDE OF OPENING. OVER CUT WASHER OVER w < >
IN. (2) MSTA24's PER
COLUMN). 3 x3"x1/8" SLOTTED WASHER. uj
5/TDD GABLE END TIE-DOWN DETAIL
L (1) CS22 w/(7) 8d x 1-1/2" NAILS L(2) CS22's w/(7) 8d x 1-1/2" NAILS
PER END @ BASE OF KING POST PER END @ BASE OF JACK/KING 1/2" A307 STEEL ROD.
TO BEAM/HDR BELOW. POST TO BEAM/H DR BELOW. PORCH POST,
ATTACH TRUSS TO TOP
PORCH HDR,,j SEE PLAN. REVISIONS
SEE PLAN. PLATE ON SHEATHED
OPENING OVER HEADER FLOOR BEAM OPENING OVER HEADER FLOOR BEAM SIDE OF WALL PER PLAN. SET ROD IN 9/1611
FLUSH HEADER BRUSHED AND
BLOWN HOLE. EPDXY
SHOWN, DROPPED TO OVERFLOW ONTO
SHEATHING MUST BE HEADER APPLIES.
(1) H8 OR(1) SHOE PLATE.
(1) H8 OR(1) APPLIED PER DETAIL J/FRD.
TSP @ EVERY TSP @ EACH 3" MIN. ABU 1/2" A307 STEEL ROD.
OTHERSTUD STUD TO TOP
PLATE DESIGNED BY: SDM
TO TOP PLATE 4 OPTION LOWEST SHOE PLATE
n it
jI 12
(12) 16d FLUSH OR DROPPED HDR 6 STEM DRAWN BY: MSF
COMMON (.162)
5/8 x 6" EMBED 77--:1 '.1 MONO. WALL
-1k.—U
T. x 3-1/2" NAILS.
EPDXIED ATR. CHECKED BY: BAM
SDWC TO BE INSTALLED
0
ATTACH TRUSS TO TOP SKEWED BETWEEN 10
PLATE ON INTERIOR AND 300 FROM VERTICAL.
JOB NUMBER
PORCH HDR POST SIDE OF WALL PER
1/2" ATR DETAIL
PLAN.
d 9 a 9 2
ATTACH TOP PLATE TO FLUSH HDR ATTACH HDR TO Tap PLATE MEN i i i
(1) MSTA24 @ w/SPH's @ 48" o/c or SDWC15600's w/SDWC15600's 1$.241,o/c
EACH PORCH HDR (SEE DETAIL) @ 2411 o/c. TOP PLATE SKEWED BETWEEAO"AND
TO COLUMN (MIN. 300 FROM VERICAL. LOW CARBON STEEL NUT
(2) MSTA24's PER TO HDR STRAPPING MAY BE OVER DOUBLE 3"x3"x1/4"
COLUMN). OMITTED PROVIDED THAT EACH ROUND HOLE WASHER.
TRUSS IS ATTACH TO HDR w/MTS12 OFFICE COPY
FOR EACH SPECIFIED H2.5T OR UPPERMOST TOP PLATE
SDWC15600. SDWC OPTION
5/8" A307 STEEL ROD.
SHEET
OPTION
PORCH HDR.,
FLUSH HEADER
SEE PLAN. SET ROD IN 11/1611
TDD
ALL THREE BRUSHED AND
—PORCH POST,, OPTIONS APPLY BLOWN HOLE. EPDXY
A7TACH TRUSS TO TOP
SEE PLAN. PLATE ON INTERIOR TO ALL TO OVERFLOW ONTO
SIDE OF WALL PER WINDO1*/PORCH SHOE PLATE. 5/8" A307 STEEL ROD. PROJECT ENGINEER
PLAN. HEAOERS
GREATER THAN 4 BRYAN A. MURRAY
ATTACH EVERY LOW FL PE #64010
ABU IN WIDTH. THIS EST SHOE PLATE
(1) CS22 w/(7) 8d x 1-1/2" NAILS (1) CS22 w/(7) 8d x 1-1/2" NAILS
OTHER STUD TO TOP DETAIL OOES NOT
PER END OR (1) MSTA24 @ EVERY PER END OR(1) MSTA24 @ EVERY 9-1/2 11 1511 @ E3/3/20 1 6
STUD TO BEAM BELOW. (12) 16d PLATE AND HEADER APPLY tO WALLS MONO. I EXTERIOR
OTHER STUD TO BEAM BELOW(IN 5/811 x 6" EMBED COMMON (.162) BELOW w/(1) H8. SUPPORTING A I %%J11111111111
LINE WITH H8/TSP ABOVE). 8" INTERIOR I WALLS kS'�,A A. A4(j
EPDXIED ATR. x 3-1/211 NAILS. FLOOR SYSTEM u
ABOVE. C E N,�--
4$�
OPTION %
_j
010 wo
DROPPED HEADER
ROOF BEARING WALL OVER RAISED FLOOR BEAM PORCH HDR @ POST CO !NER 5/8" ATR DETAIL
ROOF BEARING WALL OVER RAISED FLOOR BEAM 3
wo
00 OF 0 %a
.01 0 -z'
4
R
M
MIT
Nil
1/TDD CONVENTIONAL STRAPPING DETAILS 2/TDD CONVENTIONAL STRAPPING DETAILS 3/TD ) PORCH HDR STRAPPING DETAILS 6/TDD HEADER STRAPPING DETAIL 8/TDD FULL LENGTH ATR DETAILS
**ALL HIPJACKS ARE OFFSET FROM RIDGELINE FOR EXPOSED TAIL SCAB**
6-08-00 1, 21-05-08 14-02-00 13-00-08
VMO1
02P
J02 it
T65
BUILDING COMPONENT SUPPLY, IN
2-OB-OO T64
9 4627 JP HALL BLVD. SUITE 2013
T63
2-OB-OO GREEN COVE SPRINGS, FIL 32043
T62 0: 904.297.9390
0 F: 904.529. 1 406
2-0 T61
2-06-00 T69
Cl
BEARING HEIGHTS
1-00 T58
FILE COPY L 1,
0 C) T57
2-01-00
C) IF--------!1 10 1 1 /13
2-" T56 .................-----------
08
2-01-00 T64 20 1 1
-its
Tal
10
ALL- DIMENSIONS ARE FRA VE TO FRAME z :z
I LIJ
I LU
Uil 01 0 0 C] LIJ
.j j
Bill
12 1 IN
Ul
**ALL HIPJACKS ARE OFFSET FROM RIDGELINE FOR EXPOSED TAIL SCAI3** z THIS IS A TRUSS PLACEMENT
0 1
0 FA
9 DIAGRAM ONLY.
C,
42-10-00 3-00-W These trusses are designed as
individual building components to be
77-1,
0 P incorporated into the building design at
S ORM E
JUSU
the specification of the building
designer. See individual design sheets
J for each truss design identified on the
A
4 1 GOI placement drawing.The building
J06A F F11
6-00-M 2-0)-00 designer is responsible for temporary
0 Q1
a? 4- and permanent bracing of the roof and
IN N I _, - A , : N I I F-04A
++ 4:: 1
J�
0 F11
9
4 floor system and for the overall
JOB jod F04A
2-0 l-OO F10 structure.The design of the truss
:2 T23 F04A support structure including headers,
JOB
2011�00 F
9
Jos
beams,walls,and columns is the
�joi
1 2-011,00 0 F04 responsibility of the building designer.
JO-3' F04 I For general guidance regarding
2-0"
J06
bracing,consult"Bracing of Wood
01
jai' F64
J05 3-0-M 2-0 11-00 Trusses"available from the Truss Plate
9
Institute, 583 D'Onifrio Drive; Madison,
F04
2-0 l-W
0 Wl 53179.
2-0140
ATTENTION.
2-0 M Refer to truss layout and engineering
I F04 documents that arrive with delivered
2-01-00 2A 2F
field trusses.
T27 JI F02 C Unless noted otherwise, all beams are
2-01-00 2-0"
LL by others.
T25 F02
2-0�-OO 24-00
T21 CLIENT
F02 DREAM Fl
T24 1 -7
2 2-" BALCONY CO1WV.T --MED]
-4 BY BUILDER
F02
JIB
102 2-011-00 1
0
SUBDIVISION TLANTIC BEACH
Y0�2
F02
F02
2411�00
MODEL CUSTOM
Truss Connector Total List, F02
4— Manuf Product Qty
USP THD26 Full
1ELEVATION
23-04-00 20-00-00 DRAWN By
4__
4 7-10-00 LOT #
7-0" 84)0-00 7418-013 20-06-M
I DOUG HILL
DATE
Truss Connector Total List
rO2P
BCS
TBB
T.
J03 i
J03
inn
S
H
SECOND FLOOR LAYOUT FIRST FLOOR LAYOUT Mind—Product Qtly El 7/2 7/20 1 6
Lisp JUS24 11 1 7�2 REF#
SCALE: NTS IS CALE: NITS I LISP MSH426 5
[USP THD26 1 10527