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Zrr �di3Orr fig! 0 rr C7f,4M �F R aaM N /a Co 1, o� TWO h 0 N / a 3 -L �!Otl •�'I Zr �u � 1 3�_zi Room o 7W 13 L 1o" M ri }Fg0po5r9 rL00 K C.,A, c� (fl j FjAT 0 ON N I I I f , roe 3-/ 9 // .5-,q !, if Sr/ "r 3/-7/1 0 G/'-&« 0411+ Aeg-A C ALC J I- A 7—/ 0 4/,,5- Ex►sTw(:� A/c � l vi,Nlq X 91 3) sF tjr--vtl Ac L1ved&I b 5r xIST1 14 7 �'�1 �� �Av,4Cj) Ez: 4�7 �FN/ 6?oLF CrV�T (-)APac7 I5 I S to C.ov�-: P'EF7 E;4-rf- \/ 195 COVEpEt> PORcH S38 5r� _7_OT-14 L V t\! ar );� )'OJ r 4 D 574- P,4- 4- S� ��jlj FEB -9 2011 GENERAL: A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER's SERVICE FOR I HE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING CODE -BUILDING AND SECTION R301 OF THE FLORIDA BUILDING CODE -RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER OR DESIGNER. H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. FOUNDATION: A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDI I IONS SUCH AS THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM MAY BE USED AT THE DISCRETION OF THE BUILDING CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. B. DESIGN HAS BEEN BASED ON A NON -EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf (LEVEL BACK SLOPE). NOTIFY THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE NON -CONFORMING CONDITIONS ARE FOUND TO EXIST. C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. 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) FOR A DEPTH OF AT LEAST TWO FEET (2') BELOW THE BOTTOM OF THE FOOTING. 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 REINFORCED WITH 6x6 W1.4x1.4 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. H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 1557). FILL SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS. J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: • CONCRETE CAST AGAINST EARTH - 3" • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 1112" • INTERIOR SLABS, WALLS - 3/4". 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCING SHALL BE 25" FOR #5 BARS AND 20" FOR #4 BARS. ALL 90* HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". STEEL: A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS". B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: • PIPE - ASTM A53, TYPE E OR S, GR. B • TUBE - ASTM A500 C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE. D. HEX NUTS AND COUPLERS USI D FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED RODS - ASTM A449 OR SIMILAR - SHALL BE HEAVY HEX ASTM A',63 GRADE DH. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. WOOD: A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: 1. RAFTERS/JOISTS - #2 SYP 2. WALL PLATES - #2 SYP, U.N.O. 3. WALL HEADERS - #2 SYP 4. WALL STUDS - #2 SPF, U.N.O. B. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: a. ALL STRUCTURAL COMPOSITE LUMBER (SCL) TO BE AS FOLLOWS b. BEAMS b. COLUMNS - LSL - 1.55E - LSL - 1.3E - LVL - 2.0E - LVL - 1.8E - PSL - 2.0E - PSL - 1.8E/2.OE (PER PLAN) 1. ALL I -JOISTS TO BE PERFORMANCE RATED I -JOIST (PRI) 40, U.N.O. 2. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND INSTRUCTIONS. C. ALL SHEATHING TO BE AS FOLLOWS: 1. SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORT ALL DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS, INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHER PERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THAT SPECIFIED ON THESE PLANS. FOLLOW THE MOST STRINGENT SHEATHING THICKNESS REQUIREMENT. IF ROOF SHEATHING THICKNESS REQUIRED EXCEEDS 15/32", USE 10d RING -SHANK NAILS. 2. ALL SHEATHING TO BE APA OR TECO RATED. 3. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS. 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/ 2x SOLID MATERIAL. 5. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: a. 7/16" ------ .437" THICKNESS - 24/16 SPAN RATING b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING d. 23/32" ------ .719" THICKNESS - 48/24 SPAN RATING D. ATTACH ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNER POSTS, ETC. INCLUDING MULTI -PLY STUD MEMBERS AS FOLLOWS: 1. 2x4 POST - (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF CENTERLINE OF POST. 2. 2x6 POST - (1) ROW OF 10d NAILS (u) 4" o/c STAGGERED 1-1/2" OFF STUD EDGE. 3. 2x8 POST - (1) ROW OF 10d NAILS (a) 8" o/c ALONG CENTERLINE AND (2) ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. E. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" o/c OR ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3 PLIES ARE USED, CONNECT EAC:IJ OUTER PLY TO SHEATHING AS SPECIFIED. F. WHERE NOT OTHERWISE SHOWN ON III ANS, ALL ATTACHMENTS SHALL BE AS INDICATED IN FBC TABLE 2304.9.1. G. ALL NAILS SHALL BE "COMMON", U.N.o- NAIL SIZES TO BE AS FOLLOWS: a. 8d - .131"x2-1/2" c. 12d - .1413"x3-1/4" b. 10d - .148"x3" d. 16d - .162"x3-1/2" I. USE OF TETRA GRIP (.113"X2-3/8") NAII S TO FASTEN FLOOR SHEATHING IS ALLOWED AS NOTED BASED ON ESR -3011 DATED DECEMBER 2015. CORROSION/DECAY RESISTANCE: A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT (DECK/BALCONY BOARDS, JOISTS, POSTS, ETC.) SHALL BE PRESSURE PRESERVATIVE TREATED TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. BORATE -TREATED WOOD SHALL NOT BE USED AS/FOR STRUCTURAL MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT UNLESS SPECIFICALLY RATED BY THE MANUFACTURER/TREATER AS ADEQUATE FOR THE USE. B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT WITH CORROSIVE MATERIALS (ACQ, CA -B, CBA -E, ETC.) SHALL BE Z -MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. D. STAINLESS STEEL AND ZINC -PLATED (Z -MAX, HDG, ETC.) FASTENERS AND CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLY ZINC -PLATED FASTENERS WITH ZINC -PLATED CONNECTORS. E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, LONG-TERM SATISFACTORY PERFORMANCE. MASONRY: A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402 MASONRY BUILDING CODE. B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8"-11". E. PROVIDE PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANS UNLESS NOTED OTHERWISE. F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25" FOR #5 BARS. ALL 90' HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x 7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND 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 SUPPORTING MASONRY VENEER SIZE OF STEEL NO STORY ONE STORY TWO STORIES ANGLE ABOVE ABOVE ABOVE L3x3x1/4 6'-0" 4'-6" 3'-0" L4x3xl/4 8'-0" 6'-0" j 4'-6" L5x3-1/2x5/16 10'-0" s 8'-0" 6'-0" L6x3-1/2x5/16 ; 14'-0" 9'-6" i 7'-0" 2 -6x3 -1/2x5/16 20'-0 12'-0" - 9'4" NOTES: a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 411 . b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. c. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING THOSE SHOWN. TRUSSES: A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER LICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S). ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING FOUNDATION POUR OR FRAMING. C. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN THE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. D. REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THIS OFFICE IMMEDIATELY. E. REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. F. TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS HAVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS SHOULD BE FOLLOWED. G. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE FUNCTIONS. H. TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FR 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 OVERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD w/ (2) .131x3" NAILS. I. BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD OF THE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2) .131x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES. J. PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT LOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2 BELOW. - OPTION 1 - CONTINUOUS LATERAL BRACING 6" MAX. T -BRACE FASTENED TO WEB w/.131x3" @ 6" 0/C. T -BRACE TO BE SAME SIZE, SPECIES AND GRADE AS WEB TO BE BRACED. 6" MAX. - OPTION 2 - INDIVIDUAL WEB BRACING HOLD DOWN CONNECTOR SCHEDULE (1) 2x4 S.G. SPF DIAGONAL BRACE FR01 CONTINUOUS LATERAI BRACE TO UNDERSIDE C 'TRUSS TOP CHORD. APPLY OVER MIN. (3) TRUSSES @ EACH END 3/8" x 6" ATR EACH CONTINUOUS LA ERAL BRACE LINE AN @ MAX. 20' INTERVAL! (26).162 x 2-1/2" NAILS BETWEEN ENDS. -- .x4 S.G. SPF LATERAL BRACE. QUANTITY AN LOCATION PER TRUS! 7/8" x 13" ATR ENGINEERING. 0 ERLAP SPLICES OVE 1" x 15" ATR MIN. (2) TRUSSES. - OPTION 1 - CONTINUOUS LATERAL BRACING 6" MAX. T -BRACE FASTENED TO WEB w/.131x3" @ 6" 0/C. T -BRACE TO BE SAME SIZE, SPECIES AND GRADE AS WEB TO BE BRACED. 6" MAX. - OPTION 2 - INDIVIDUAL WEB BRACING HOLD DOWN CONNECTOR SCHEDULE SIMPSON USP FASTENERS HOLD DOWN ALTERNATE CONNECTOR TO POST: (10)10d COMMON (.148) x 3" NAILS LTT20B RT8A i (5) 10d COMMON x 1-1/2" PER END TO SLAB: 3/8" x 6" ATR w/ 2x2x1/8 WASHER DTT2Z TOP (8) 1/4"xl 1/2" SDS SCREWS TO SLAB: 3/8" x 6" ATR HTT4 HTT4 TO POST (18) .162 x 2-1/2" NAILS TO SLAB: 5/8" x 10" ATR TO POST: (26).162 x 2-1/2" NAILS HTTS HTTS - -- TO SLAB: 5/8" x--1,0"-ATR HDQ8 UPHD8 TO POST: (20-1/4" x 3" SDS SCREWS TO SLAB: 7/8" x 13" ATR HDU11 UPHD11 TO POST. (30) 1/4" x 2-1/2" SDS SCREWS TO SLAB: 1" x 15" ATR TO POST: HDU14 UPHD14 (36)1/4" x 2-1/2" SDS SCREWS TO SLAB: 1" x 15" ATR NOTE: L/360 • ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. MST48 • FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON USP CONNECTOR FASTENERS ALTERNATIVE i H2.5A OR H2.5T RT7A OR RT7 (5) 8d COMMON x 1-1/2" PER END H8 RT8A i (5) 10d COMMON x 1-1/2" PER END MT512 MTW12- -- (7)10d COMMON x 1-1/2" PER END HTS20 HTW20 (12)10d COMMON x 1-1/2" PER END LGT2 - LUGT2 (16) 16d SINKER x 3-1/4" TO TRUSS - C-- RESIDENTIAL (14) 16d SINKER x 3-1/4" TO PLATE/POST LGT3 LUGT3 (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS LEVEL OF ALTERATION LEVEL 2 (26) 16d SINKER x 3-1/4" TO PLATE/POST LGT4 LUGT4 �- (16) 1/4"x3" SDS SCREWS TO TRUSS TOPOGRAPHY FLAT (30) 16d SINKER x 3-1/4" TO PLATE/POST CS22 RS300 (7) 8d OR (6) 10d COMMON x 1-1/2" PER END CS20 RS250 (8) 8d OR (7) 10d COMMON x 1-1/2" PER END 60 15 � () 8d OR x 1-1/2"PER END _' (100d -ER -END CS16 RS150 CCOMMON (16_) 8d OR (14COMMON ON x 1 -1/2"P MSTA12 MSTA12 (5) 10d COMMON x 1-1/2" PER END MSTA18 IMSTA18 (7)10d COMMON x 1-1/2" PER END MSTA24 MSTA24 (9) 10d COMMON x 1-1/2" PER END OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR L/360 MSTA36 MSTA36 (13) 10d COMMON x 1-1/2" PER END MST48 KST248 (25) 16d COMMON x 3-1/2" PER END MST60 KTS260 (34) 16d COMMON x 3-1/2" PER END SP1 SPT22 (6) 10d COMMON x 3" TO STUD (4) 10d COMMON x 3" TO PLATE SP2 SPT24 (6) 10d COMMON x 3" TO STUD (6) 10d COMMON x 3" TO PLATE ��LL�/❑-1W (4) 10d COMMON x 1-1/2" TO STUD SSP _ (3) 10d COMMON x 1-1/2" TO DOUBLE PLATE < (1) 10d COMMON x 1-1/2" TO SINGLE PLATE U] �a (8) 10d COMMON x 1-1/2" TO STUD DSP (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE (2) 10d COMMON x 1-1/2" TO SINGLE PLATE TSP LFTA6 (9) 10d COMMON x 1-1/2" TO STUD II (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE SPH4/6/8 SPTH4/6/8 (12) 10d COMMON x 1-1/2" TOTAL A34 MP34 (8) 8d COMMON x 1-1/2" TOTAL LTP4 MP41F - (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS .L GENERAL DESIGN CRITERIA B U I LD I N��CQ.- .----­.._ - C-- RESIDENTIAL METHOD OF WORK AREA COMPLIANCE COMPLIANCE METHOD LEVEL OF ALTERATION LEVEL 2 BUILDING TYPE ENCLOSED DESIGN GUIDE ASCE 7-10 WIND SPEED (V,,,) 130 mph WIND SPEED (VASD) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT < 15' SOLID SAWN MEMBER DESIGN CRITERIA USE L.L. D. L. L.L.A T.L.A ROOF (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240 WALL (BRITTLE FINISH) OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR L/360 * THE BOTTOM CHORD PITCH IS < 2/12. WALL (FLEXIBLE FINISH) ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. L/120 TRUSS MEMBER DESIGN CRITERIA MEMBER L.L. D.L. L.L. T.L. SYSTEM W ❑ A A ROOF TOP CHORD (SHINGLE) 20 7 L/240 L/180 ROOF BOTTOM CHORD 10a,b 5 L/240 L/180 FLOOR TOP CHORD 40 10 L/360 L/240 FLOOR BOTTOM CHORD 0 5 L/360 L/240 a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE) WHEN TWO OR MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING. * THE BOTTOM CHORD PITCH IS < 2/12. * BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. WIND-BORNE DEBRIS CLASSIFICATION NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:� 0 DATE: )- - b " 17 VERSION 3.5 * * + x * * x * x * x x + * + x x fi x fi x x fi x x x MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 .z TIE -DOWN DESIGN TYPE 3/8" ALL THREAD ROD SYSTEM W ❑ OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:� 0 DATE: )- - b " 17 VERSION 3.5 * * + x * * x * x * x x + * + x x fi x fi x x fi x x x MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM CIJOBNUMBER ❑6❑B SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 10 0 . ; STATE ., R 1 P''•���• At- .z W ❑ W U < � ❑ rn � < WW w L L.L, r O. Z W W 0 ��LL�/❑-1W ❑ ❑ _ - < 113 U] �a 2 J0� ❑ Z < W m < W L�JD❑ U r-a0L1 REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM CIJOBNUMBER ❑6❑B SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 10 0 . ; STATE ., R 1 P''•���• At- 5" 20" 1 #4/#5 DOWELS @ 32" o/c. EXTEND INTO NEW SLAB MIN. 20". (' EXISTING I . . i FOUNDATION L —J EMBED DOWEL INTO EXISTING FOUNDATION MIN. 5" w/ SIMPSON AT EPDXY. DETAIL A 5" EXISTING --1 i FOUNDATION - J NEW FOOTING. EMBED HORIZONTAL FOOTING REINFORCEMENT INTO EXISTING FOUNDATION MIN. 5" w/ SIMPSON AT EPDXY. DETAIL 6 20" 5" VARIES, SEE ARCHITECTURAL PLAN OR BUILDER SPEC. _— r-- -- EXISTING FOUNDATION I o I L J #4/#5 DOWELS @ EMBED DOWEL 32" o/c. EXTEND INTO EXISTING INTO NEW SLAB FOUNDATION MIN. MIN. 20". 5" w/ SIMPSON AT EPDXY. DETAIL C FOUNDATION PLAN SCALE: 1/4"=1'-0" 4 1 2 �20"x20"x16"-----------------� -- —� w/ 2-#4's BOTH WAYS I I I i 0 I I I 7 I J 20"x20"x16" w/ 2-#4's EXISTING ADDITION —� BOTH WAYS C4�, I i I I I I I I I � I I I I I I 4 I I I I 120N20N16" L w/ 244's 20"x20"x16" 20"z20"x16" — — — BOTH WAYS w/ 244's w/ 244's I BOTH WAYS BO i H WAYS C I FD I 1 1 1 7 I I I 1 SEE DETAIL I i II I B/FD1 1 I I i I I I I I I c A FD1 EXISTING � I SEE DETAIL 6/FDD —r @ GARAGE DOOR OPENING REAR ADDITION FD1 I SEE DETAIL B/FD1 EXISTING ADDITION EXISTING C z FD1 x Lu mo— z O 1 1 I I l I 1 1 I 20"x20"x16" Q 4 w/2 -#4's 20"x24"x16'=�. FD1 BOTH WAYS w/ 2-#4's Fi- - — — F - — BOTH WAY 20"x20"x16" w/ 2-#4's BOTH WAYS 4 4 ADDITION EXISTING 4 FRONT PORCH ADDITION 2 0 2 m d - OFFICE COPY NOTE: THIS PLAN IS TO BE USED FOR NOTES: Z W ❑ STRUCTURAL FOUNDATION REQUIREMENTS O REFER TO DETAIL O REFER TO DETAIL 2/FDD O3 ALL FLATWORK CONTAINED WITHIN THE BEARING FOOTINGS SAWCUT FLAT WORK IN 15'x15' O CERTAIN EMBED STRAPS ® 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 LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF FOUNDATION DETAILS PLAN FOR SLAB DIMENSIONS. FOOTINGS. WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. a MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE — FL — 32092 C.O.A.#26894 — (904)342-8751 REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM :JOBNUMBER 0608 SHEET FD 1 1 00 PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 A A4 , • *• No 0 •*; O ' F •.� �,��',,,11111111110 N A, `1 ````,. • Z W ❑ W� U Q Z �Q L.L U1 a W W �-` � Z Z W 0 � ❑ � ❑ J O� ❑ ❑�- _ � Q U Q EL O J °° o z Q z G m Q > D W r., 170 U ,"_ a Q LL REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM :JOBNUMBER 0608 SHEET FD 1 1 00 PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 A A4 , • *• No 0 •*; O ' F •.� �,��',,,11111111110 N A, `1 ````,. GRADE VARIES 12" MIN. I ��,�Il��lliil�ll ----J CONTINUOUS 8 FOOTING PAD FOOTING SHOWN w/(1) #4 or #5 CONT. BEYOND FOR BEARING POSTS. SEE PLAN FOR SIZE AND LOCATION. MONOLITHIC PORCH EDGE DETAIL OPTIONS: STEMWALL DETAIL 4 4" CONCRETE SLAB SEE DETAIL 1-STEMWALL '� --- T_ FOR WALL REQUIREMENTS II I PAD FOOTING SHOWN i BEYOND FOR BEARING POSTS. II SEE PLAN FOR SIZE AND GRADE 12' II LOCATION. MIN. 10" J . FOLLOW DETAIL 1-STEMWALL REQUIREMENTS STEMWALL PORCH EDGE DETAIL (MAX. 5 COURSES) OPTIONS: MONOLITHIC DETAIL 4 CENTER FOOTING ON LOAD OPTIONAL CONCRETE SILLTO BE CENTER OF BEARING WALL ABOVE. BUILT UP TO FINISH FLOOR WALL ABOVE. +, ELEVATION (MAX WIDTH = 61 , VARIES, SEE ARCH. I ` MAX HEIGHT= 8"). y j I I _= 45 4 - I 1212" MIN. o45 MIN. ! CONTINUOUS FOOTING AS FOLL WS: 1 -STORY: 16" WIDE w/ (2) #4 or 2) #5's OPTION 1 2 -STORY: 20" WIDE w/ (3) #4 or 2) #5's OPTION 2 3 MONOLITHIC BEARING STEP DOWN DETAIL D OPTIONS: STEMWALL DETAIL 3 CHAIR BLOCK w/ (1) #4 4" CONCRETE SLAB OR #5 CONT. VARIES, SEE ARCH. !i 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48 o/c THEREAF TER. BEND MIN. 10" _ 12" INTO SLAB. GROUT REINFORCED CELLS SOLID. CONTINUOUS STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2)# or (2) #5's 2 -STORY: 20" WIDE w/ (3) # or (2) #5's (FOR BRICK VENEER, ADD 4" O FOOTING WIDTHS SHOWN) 3 STEMWALL BEARING STEP D WN DETAIL OPTIONS: MONOLITHIC DETAIL 3 SLOPE FOR DRAINAGE OR PROVIDE 3/4" RECESS. STEP 45' 811 STEP +2" Ili (11 ,I!I IL IIL-III I�j CONTINUOUS FOO ING w/ (1) #4 or #5 CONT. NON-BEARING STEP DOWN DETAIL 6 THICKENED EDGE @ GARAGE OPENING FINISH FLOOR ELEVATION (1) #4 or #5 CONTINUOUS EXPANSION JOINT @ 3" FROM TOP. 6"MIN. CONCRETE 'URB TO BE BUILT UP �--� TO FINISH FLOOR ELEVATION ELEVATION OF POOL DECK #4 or #5 VERTICALS @ (MAX HEIGHT= 30"). 48" o/c BEND INTO FOOTING & LAPPED 6" ii 4" CONCRETE SLAB WITH UPPER STEEL.14J I POOL DESIGN BY OTHERS • GRADE lil 45• JV45'I III 12" MIN. �L _ it :-.- 8 TYPICAL LOAD BEARING - FOOTING, STEMWALL OPTIONAL 8"x8" BRICK —CONTINUOUSMONOLITHIC EXTERIOR SHOWN, MONOLITHIC I EDGE w/ (1) #4 OR #5 FOOTING AS OLLOWS: APPLIES AS WELL. t ONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's TYP. FOOTING IN PROXIMITY TO POOL THIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING IS IN PROXIMITY TO POOL. 10 MONO DETAIL w/ ELEVATED CURB GRADE 8" MIN. 20" MAX. --------- 12" MIN. CONCRETE CURB TO BE BUILT UP TO FINISH FLOOR ELEVATION 6MIN (MAX HEIGHT = 8"). �— 4" CONCRETE SLAB OPTIONAL 8"x8" BRICK LEDGE w/ (1) #4 OR #5 CONTINUOUS. 45� 8" CONTINUOUS MONOLITHIC EXTERIOR FOOTING AS FOLLOWS: 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL w/ CURB OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 HEADER COURSE w/ - (1) #4 OR #5 CONT. 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND 48" o/c - THEREAFTER. BEND MIN. 12" INTO HEADER COURSE. GROUT REINFORCED CELLS SOLID. GRADE 12" MIN.1 MAX PROJECTION OF CMU ABOVE SLAB = 16" " CONCRETE SLAB CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) 2 STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES EMBEDMENT LINE LOCATE ONE 24" #4 OR #5 REBAR WITHIN HATCHED AREA. LOCATE ONE 24" #4 - OR #5 REBAR WITHIN SHEAR CONE. (1) STHD14 @ EA. END OF WALL. IF GARAGE CURB EXCEEDS 8", USE STHDRJ's MONOLITHIC FOUNDATION 5 EMBED STRAP(S) @ GARAGE OPENING DETAIL DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. (1) #4 or #5 CONTINUOUS @ 3" FROM TOP. #4 or #5 VERTICALS @ EACH CORNER, EACH SIDE OF ELEVATION CHANGE, & 48" o/c THEREAFTER. BEND MIN. 12" INTO SLAB. GRADE 8" MI 48" M. 12" MIN OPTIONAL 8"x8" BRICK LEDGE W/ (1) #4 OR #5 CONTINUOUS. 4" CONCRETE SLAB �i 4 9" 50 I I I I I I II I I L - CONTINUOUS MONOLITHIC EXTERIOR FOOTING AS FOLLOWS: 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's O ELEVATED MONOLITHIC EXT. FOOTING DETAIL 8" MIN. GRADE20" MAX. 1 F 12" MIN. OPTIONAL 8"x8" BRICK LEDGE W/ (1) #4 OR #5 CONTINUOUS. 4" CONCRETE SLAB 458„ .. CONTINUOUS MONOLITHIC EXTERIOR FOOTING AS FOLLOWS: 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 i CHAIR BLOCK w/ (1) #4 - OR #5 CONT. 'LefAl j LOCATE ONE 24" #4 OR #5 REBAR WITHIN HATCHED AREA. 12" MIN. 1 4" CONCRETE SLAB II 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH FOOTING ELEVATION CHANGE AND LI �! 48" o/c THEREAFTER. BEND MIN. i 12" INTO SLAB. GROUT REINFORCED CELLS SOLID. CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) STEMWALL DETAIL (MAX. 5 EXPOSED COURSES) OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES (1) STHD14RJ @ EA. END OF WALL STEMWALL FOUNDATION (UP TO 2 -COURSES) MSTCM40 w/ (14) 1/4"x2-1/4" TITENS CMU/FOOTING AN[ 16d SINKERS TO FR) STEMWALL FOUNDATION (OVER 2 -COURSES) 4" CONCRETE SLAB 12 MIN. 45 /45 o o "— CONTINUOUS FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's M 0 N 0 L I T H I C S T E M W A L L INTERIOR BEARING FOOTING DETAIL OFFICE COPY MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM CJJO:B NUMBER 060B SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 ````N �A-�������''i P • E OF .z W 0 � W I— J U - Q 0 Q W U) � Q W W O � Z Z C) se ❑ J 0� 0 0 I- - CL 0 m 0 Z Q Z t�Q>� W ` -1 0 U aQIL REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM CJJO:B NUMBER 060B SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 ````N �A-�������''i P • E OF a a. a. Cl- a. U U U C:> U U UU U U U U U - co V) I- r- � r- I` I,- I` I- r- Lf) M SW4 -i -3 -� -, -� -3 -� 0 U U w w w w __ __ __ __ w w w w w C) U I 4x 1 #2 SYP PT POST - - Ca PORCH HDR w/ I I ! (11 ABU44 @BASE. (2)2x10 (2)2x4-1 (2)2x4-1 (2)2x4-1 1 (2)2x4-1 N 2 Iy POST ------- -- ---- J N-- GIRD i I I I 47G II 4x4 #2 SYP PT POST - 0 1 1 r' I I o Cal PORCH HDR w/ I I I I x (1) ABU44 @ BASE. I I I I N m I I I I I I I I I I I I II II EXISTING ADDITION II x II N II N II 4x4 #2 SYP PT POST 4x4 #2 SYP PT POST I I @ PORCH HDR w/ Cal PORCH HDR w/ (1) ABU44 @ BASE. (1) ABU44 @ BASE. I I II t o 1 CD o 11 ---------=--------- --------------------- (2)2x110 (2)2x10 ADDITION EXISTING DOOR TO BE INSTALLED EXISTING ELOW EXISTING -- HEADER/LINTEL. ADDITION DOOR AND WINDOW TO BE INSTALLED BELOW EXISTING 1? EXISTING BEAMS/LINTELS. T -F= -- T70 / ' - II C) ADDITION x LUC28 HANGER_ LUC26 HANGER I I I 4x4 #2 SYP PT POST @ PORCH HDR w/ I (2)2x10 /` ), !� ` (22x6 I I (1) ABU44 @ BASE. - II it II o ' II II x x II 4x4 #2 SYP PT POST I I N NO HDR REQ. N I I 4x4 #2 SYP PT POST @ PORCH HDR w/i i v I I @ PORCH F6R w/ ----------------- (1) ABU44 @ BASE- ------------- - (1) ABU44 @ BASE. IT09GL 4x4 #2 SYP PT POST @ PORCH HDR w/ (1) ABU44 @ BASE. EXISTING PORCH TRUSSES TO BEAR ON KNEE WALL ABOVE EXISTING CMU WALL. (SEE DETAIL A/FR1.) I 4x4 #2 SYP PT POST @ PORCH HDR w/ (1) ABU44 @ BASE. --- EXISTING ADDITION tl II f" I I GARAGE DOOR D.P. N i +19.9 / -23.0 II -r,4 I I II II II 11 (2)2x4-1 r� I� Lr) fh w w w c LI STRUCTURAL PLAN SCALE: 1/4"=1'-0" ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS SIZE INTERIOR LIP PER PLAN C ADDITION ROOF INTERIOR ZONES TRUSSES EXISTING ROOF 8d RING SHANK TRUSSES 2x4 #2 SPF STUDS @ 16" o/c. FIELD SHEATH EXPOSED SIDES PER FIELD CHART THIS PAGE. PROVIDE (1) SP2 15/32" 6" o/c @ EVERY OTHER STUD TO TOP PLATE -- 8'-0" R w/ (1) MSTAM24 @ BASE TO CMU 1. MAY BE 7/16" PROVIDED THAT METAL w/ (4) 1/4" x2-3/4" TAPCONS OR CONTRACTOR TO TITENS. SITE VERIFY 12" o/c MORTAR FILLED P.T. SILL PLATE-11TOP COURSE. a. A/FR1: 8'R WITH THE LONG DIMENSION 1 KNEEWALL b. 15/32" SHEATHING GRADE. c. 7/16" STRUCTURAL 1 GRADE. OVER BE CONSIDERED SW6. CME:]_, STUDS REQUIRE THE WALL SHEATHING (7/16" or 15/32") TO BE INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STU DS. STUD COUNT MAY BE DECREASED a a. a. Cl- a. U U U C:> U U UU U U U U U - co V) I- r- � r- I` I,- I` I- r- Lf) M SW4 -i -3 -� -, -� -3 -� 0 U U w w w w __ __ __ __ w w w w w C) U I 4x 1 #2 SYP PT POST - - Ca PORCH HDR w/ I I ! (11 ABU44 @BASE. (2)2x10 (2)2x4-1 (2)2x4-1 (2)2x4-1 1 (2)2x4-1 N 2 Iy POST ------- -- ---- J N-- GIRD i I I I 47G II 4x4 #2 SYP PT POST - 0 1 1 r' I I o Cal PORCH HDR w/ I I I I x (1) ABU44 @ BASE. I I I I N m I I I I I I I I I I I I II II EXISTING ADDITION II x II N II N II 4x4 #2 SYP PT POST 4x4 #2 SYP PT POST I I @ PORCH HDR w/ Cal PORCH HDR w/ (1) ABU44 @ BASE. (1) ABU44 @ BASE. I I II t o 1 CD o 11 ---------=--------- --------------------- (2)2x110 (2)2x10 ADDITION EXISTING DOOR TO BE INSTALLED EXISTING ELOW EXISTING -- HEADER/LINTEL. ADDITION DOOR AND WINDOW TO BE INSTALLED BELOW EXISTING 1? EXISTING BEAMS/LINTELS. T -F= -- T70 / ' - II C) ADDITION x LUC28 HANGER_ LUC26 HANGER I I I 4x4 #2 SYP PT POST @ PORCH HDR w/ I (2)2x10 /` ), !� ` (22x6 I I (1) ABU44 @ BASE. - II it II o ' II II x x II 4x4 #2 SYP PT POST I I N NO HDR REQ. N I I 4x4 #2 SYP PT POST @ PORCH HDR w/i i v I I @ PORCH F6R w/ ----------------- (1) ABU44 @ BASE- ------------- - (1) ABU44 @ BASE. IT09GL 4x4 #2 SYP PT POST @ PORCH HDR w/ (1) ABU44 @ BASE. EXISTING PORCH TRUSSES TO BEAR ON KNEE WALL ABOVE EXISTING CMU WALL. (SEE DETAIL A/FR1.) I 4x4 #2 SYP PT POST @ PORCH HDR w/ (1) ABU44 @ BASE. --- EXISTING ADDITION tl II f" I I GARAGE DOOR D.P. N i +19.9 / -23.0 II -r,4 I I II II II 11 (2)2x4-1 r� I� Lr) fh w w w c LI STRUCTURAL PLAN SCALE: 1/4"=1'-0" ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS SIZE INTERIOR END ZONES ZONES INTERIOR ZONES SHINGLE 7/16" 8d RING SHANK 8d RING SHANK METAL' 15/32" EDGE FIELD EDGE FIELD TILE 15/32" 6" o/c 12" o/c 4" o/c 4" o/c 1. MAY BE 7/16" PROVIDED THAT METAL ROOFING MANUFACTURER ALLOWS PER FLORIDA PRODUCT APPROVAL. II HEADERS 11 # OF PLIES NOMINAL SIZE OF HEADER (#2 SYP) NUMBER OF JACK STUDS EACH SIDE SEE SCHEDULE BELOW FOR KING STUDS. RAISED HDR IF LABELED "RSD". CONTINUOUS IF LABELED "CONT". WALL SHEATHING CORNERS IDENTIFIED & INTERIOR ZONES SIZE SW Z CALLOUT 8d COMMON ` END -ZONE PRESSURES SHALL EDGE FIELD ■ SW6 6" o/c 12" o/c 7/16"13 SW4 4" o/c 12" o/c N SW3 3" o/c 12" o/c 1. EXTERIOR STUCCO FINISH REQUIRES ONE OF THE FOLLOWING: a. 7/16" SHEATHING GRADE ORIENTED 8'R WITH THE LONG DIMENSION 1 PERPENDICULAR TO THE WALL STUDS. b. 15/32" SHEATHING GRADE. c. 7/16" STRUCTURAL 1 GRADE. 2. ALL EXTERIOR WALLS NOT LABELED TO BE CONSIDERED SW6. 3. ALL EXTERIOR WALLS FRAMED w/ 24" o/c STUDS REQUIRE THE WALL SHEATHING (7/16" or 15/32") TO BE INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STU DS. STUD COUNT MAY BE DECREASED II HEADERS 11 # OF PLIES NOMINAL SIZE OF HEADER (#2 SYP) NUMBER OF JACK STUDS EACH SIDE SEE SCHEDULE BELOW FOR KING STUDS. RAISED HDR IF LABELED "RSD". CONTINUOUS IF LABELED "CONT". STUD WALL LEGEND ■ = 2x4 #2 SPF @ 16" o/c. ® = 2x4 #2 SPF @ 12" o/c. ® = 2x6 #2 SPF @ 24" o/c.' ® = 2x6 #2 SPF @ 16" o/c. ® = 2x8 #2 SPF @ 16" o/c. ® = OTHER, SEE PLAN 1. FOR EXTERIOR WALLS, SEE NOTE 3 IN WALL SHEATHING SCHEDULE. KING STUDS CORNERS IDENTIFIED & INTERIOR ZONES DIMENSIONED INDICATEI MAX. OPENING WIDTH m m I 10 mi WALLS SEGMENTS WHERE ` END -ZONE PRESSURES SHALL 4' 6' 8' 10' 12' 14 16' 18' ■ 8'R 1 2 2 3 4 4' 5 - x 9'R 2 3 4 5 - - - - N 10'R - - - - - - - - 25.1 12'R - - - - - - - - 18.7 8'R 1 1 1 1 1 1 1 1 119.7 9'R 1 1 1 1 1 1 2 2 ^' 10'R 1 1 1 1 2 2 2 3 12'R 1 2 2 3 3 4 5 5 STUD COUNT MAY BE DECREASED * = BY 1 FOR FLEXIBLE FINISH. NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL INTERIOR OPENINGS. 2. STUD COUNT MAY BE REDUCED IF FRAMED SOLID TO ADJACENT EXTERIOR WALL CORNER. 3. USE WIDTH OF TOTAL OPENING FOR CONTINUOUS HEADERS. STUD WALL LEGEND ■ = 2x4 #2 SPF @ 16" o/c. ® = 2x4 #2 SPF @ 12" o/c. ® = 2x6 #2 SPF @ 24" o/c.' ® = 2x6 #2 SPF @ 16" o/c. ® = 2x8 #2 SPF @ 16" o/c. ® = OTHER, SEE PLAN 1. FOR EXTERIOR WALLS, SEE NOTE 3 IN WALL SHEATHING SCHEDULE. COMPONENTS & CLADDING PRESSURES END -ZONES CORNERS IDENTIFIED & INTERIOR ZONES DIMENSIONED INDICATEI (+) m m I 10 mi WALLS SEGMENTS WHERE ` END -ZONE PRESSURES SHALL ■ APPLY TO COMPONENTS & 3'-0" ■ CLADDING. ALL OTHER AREAS ■ MAY USE INTERIOR -ZONE ■ PRESSURES FOR 21.2 COMPONENTS & CLADDING. 51-100 19.9 COMPONENTS & CLADDING PRESSURES WINDOW AND DOOR DESIGN PRESSURES OPENING SIZE OR TRIBUTARY AREA IN SQUARE FEET INTERIOR ZONES END ZONES (+) (-) (+) (-) 0-20 22.1 24.0 22.1 29.6 21-50 21.2 23.0 21.2 27.7 51-100 19.9 21.7 19.9 25.1 101-200 18.7 20.6 18.7 23.0 201-500 117.8 119.7 117.8 121.0 > 500 1 16.5 118.4 116.5 118.4 MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE; STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 OOF • z W 0 W U � NQ L.L cn 0 Q Z W W / �- O' i- Z Q W L.L -1J Q ❑ 0- _j ch 0 0 Q 2UL9 L.I. an -i z m 0 zQ57 2 mQ>Q W :1 0� U a0LL REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM J CJ:OBNUMBER 060B SHEET FR 1 -0 FRICE CV PY PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 00%11111111111111 �: Q-'•��C NSF '•9 iii N ; TE P •' z '����/0 N A� NAIL ROOF SHEATHING NAIL ROOF NAIL ROOFNAIL 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 3" o/c. 0 8d NAILS @ 3" o/c. LI TRUSS w/ 8d _Q_ TRUSS w/ 8d TO BLOCKING WITH ROOF SYSTEM ROOF SYSTEM NAILS @ 3" o/c. NAILS @ 3" o/c. o/c 8d EDGE 2x4 #2 SYP 2x #2 SYP ROOF SHEATHING ENGINEERED CONTINUOUS FROM NAILING SPECIFIE BLOCKING. (SEE FR SHEETS) ROOF SHEATHING ROOF TRUSS. ENGINEERED TOP PLATE OF ENGINEERED -�� 7/16" THICK (MIN.) �� ENGINEERED ON PLAN. (SEE FR SHEETS) I N G ❑ D WE TRU 5T ATTACH EACH BRACE ROOF TRUSS. �� SHEATHED -WALL TO ROOF TRUSS. SHEATHING ROOF TRUSS. TO TOP/SILL PLATE w/ (4).1310" NAILS. ADJACENT TRUSS. 2x4 #2 SYP NAILER ATTACHED TO ATTACH EACH 2x MUST MATCH OR ATTACHED TO NAILER, TOP PLATE EXCEED LENGTH OF AND BLOCKING w/ ~� TOP PLATE TOP PLATE r� TOP PLATE - TOP PLATE - BRACE TO EACH f -2x4 #2 SPF LEDGER NAIL TRUSS TRUSS BOTTOM ATTACH SHEATHING - FOR STUCCO TRUSS BOTTOM ATTACHED TO TRUSS BOTTOM CHORDSHEATHED-WALL. CHORD w/ .131x3" 8d NAILS @ 3" o/c. TO UPPER TOP FINISH: PROVIDE CHORD w/ (3) w/ (4) .131x3" NAILS @ TO 2x BLOCKING f� NAIL 2x BLOCKING TO NAILS @ 3 o/c. ATTACH B.C. OF PLATE WITH o/c 8d 2x BLOCKING @ .131x3" TOENAILS. � EACH INTERSECTING w/ .131x3" NAILS TOP PLATE w/ .131x3" TRUSS TO TOP EDGE NAILING 16" o/c FOR 15/32" MURRAY TRUSS MEMBER. USE @a 3" o/c. NAILS @ 3" o/c. " PLATE w/ .131x3" SPECIFIED ON PLAN. SHEATHING ENGINEERING INCORPORATED 2x4 #2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3" o/c. 157 HAMPTON PT DRIVE, STE. 3 12" o/c ALONG WALL CHORDS ADJACENT TO 11.25 MAX. APPLIED INTERIOR WALL EXTERIOR WAIL INTERIOR WALL 16MAX. VERTICALLY. ST. AUGUSTINE - FL - 32092 EXTERIOR WALL STUDS - SEE STUDS - SEE STUDS - SEE LENGTH. WALL ARE AT STUDS - SEE FRAMING PLAN FRAMING PLAN FRAMING PLAN C.O.A. #26894 - (904) 342-8751 DIFFERING HEIGHTS. FRAMING PLAN FOR SIZE FOR SIZE FOR SIZE OPTION #1 OPTION #2 OPTION #3 OPTION #4 OPTION #5 -�� WALL SHEATHING FOR SIZE WALL tHEATHING � 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) PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT +� SHOE PLATE SHOE PLATE SHOE PLATE - SHOE PLATE A/FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) 2x4 #2 SYP RIBBON �� -.-fBOARD ATTACHED --�� FOUNDATION - SEE FD SHEETS TO EACH INTERSECTING NAIL FLOOR SHEATHING 2x4 PLANK ORIENTED 1 -STORY WALL SECTION 131x3" NAILS. -TOP PLATE ~ TOP PLATE NAIL FLOOR BRACES @ 48 o/c. 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) 3" o/c. BLOCKING/RIBBON BOARD TRUSS w/ 10d FLOOR SYSTEM ATTACH EACH BRACE WITH 10d NAILS @ 3" o/c. ATTACH FLOOR NAILS @ 3" o/c. FASTEN FLOOR DECKING SHOE PLATE WALL SHEATHING TO TOP/SILL PLATE w/ SHEATHING TO 2x4 TO LATERAL BRACE w/ (4) (SEE FR SHEETS) SEE BLOCKING PANEL #2 SYP PANEL EDGE 10d COMMON NAILS. SIZE 2x (MATCH WALL STUD) EXTERIOR WALL INTERIOR WALL (4).131x3" NAILS. GRADE #2 SYP (PT ON CONCRETE) STUDS - SEE STUDS - SEE DETAIL OR SHEATH BLOCKING WITH ENGINEERED ENGINEERED NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM FRAMING PLAN FRAMING PLAN FLOOR TRUSS. SHEATH FLOOR TRUSS CONTINUOUS TO 10d NAILS @ 3" o/c. FLOOR TRUSS. - 2x4 DIAGONAL BRACE @ FOR SIZE FOR SIZE ADJACENT TO SHEAR RIBBON BOARD. + 48" o/c. ATTACH BOARD WITH .131x3 NAILS @ 8 o/c. ATTACH EACH WALL w/ 7/16" RATED ATTACH B.C. OF DIAGONAL BRACE TO SHEATHING ATTACHED w ENGINEERED TRUSS TO TOP PLATE BRACE TO EACH J 7/16" RATED - r LATERAL BRACES w/ (4) TRUSS BOTTOM 8d NAILS @ 3" EDGE & 12" FLOOR TRUSS. / SHEATHING w/ .131x3" NAILS @ 10d COMMON NAILS AT TOP PLATE FIELD. BLOCK ALL PANEL 3" o/c. - CHORD w/ (3) ATTACHED EACH END. - - - -- - - - MATCH SIZE, GRADE & QUANTITY OF ALL 2nd EDGES. SHEATHING EXTEND WALL SIZE 2ply 2x (MATCH WALL STUD) FLOOR MULTI -PLY STUD COLUMNS w/ SHOE PLATE .131x3" TOENAILS. LENGTH TO MATCH �/ 8d NAILS SHEATHING TO 2x4 PLANK ORIENTED GRADE �#2 SYP � SHOE PLATE BLOCKING IN FLOOR SYSTEM AND w/ 1st SHEAR WALL LENGTH. FLOOR TRUSS TOP BRACES @ 48" o/c. I () " FLOOR LEVEL STUD COLUMN U.N.O. 2x4 #2 SYP BRACES @ 2x4 #2 SYP PANEL � 2 ROWS OF .131x3 NAILS @ 12 o/c I _ , ADDITIONAL 2x4 #2 SYP ATTACH PANEL EDGE CHORD. ATTACH TO ATTACH TO TOP OF STAGGERED. TIGHTEN TO 6" o/c 12" o/c ALONG WALL EDGE BLOCKING NAIL FOUNDATION -SEE FD SHEETS LENGTH. TOP PLATE ABOVE BLOCKING TO TOP TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE STAGGERED @ALL WALLS LABELED FLOOR SHEATHING • SHEAR WALL. ATTACH PLATE w/ .131x3 AT ALL PANEL PATTERN CHORD w/ 8d NAILS w/ (4) 10d NAILS. SW3/SW4 OR ATTACH WALL " SHEATHING TO UPPER PLY OF TOP i ---�---------_ --_- _ TO TOP PLATE w/ �� w TOENAILS @ 3" o/c. EDGES. @ 3 o/c. 10d COMMON NAILS w/ ADHESIVE .131x3 NAILS @ 3 o/c. BLOCKING PANEL DETAIL PLATE. 1 SIZE or d COME N NAILS FASTENERS 2 -STORY WALL SECTION W OPTION #1 OPTION #2 OPTION #3 OPTION #4 MIN. 48 w/ (24).131x3" NAILS IN LAP _ LAP SPLICE UPPER PLY LAP OVER HEADERS EDGE NAILING FIELD NAILING U SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO CONTINUOUS SHEATHED WALL TIE-IN TO EXTERIOR WALL - TRUSS/JOISTS WHERE POSSIBLE. 23/32" 6" o/c 6 o/c Q rn PARALLEL EACH SIDE TRUSSES PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARAI LEL TO WALL -- -- Q UJ B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) K FRD TYPICAL WALL SECTIONS U] Q >_/ W WF_ Q }-NZ� 2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSS TOP 12 12 W O. W CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. 12" IF DISTANCE FROM SUB \\ // 10 RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPF 12 BLOCK ALL PANEL EDGES AND FASTEN ROOF FASCIA TO 1st OUTLOOKER Q Y ❑ PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ 2x6 #2 SYP BRACE. LOCATE @ PEAK, '' SHEATHING w/ 8d RING -SHANK NAILS @ 4" EXCEEDS 32"DOUBLE 1t 4EACH SIDE OF PEAK, AND 6o/c , s .131x3" NAILS TO EACH INTERSECTING TRUSS. 1x4 SYP PURLINS @MIN. SPACING DESIGNATED N TRUSS .J O� ❑ ENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOP THEREAFTER. BRACE TO ATTACH TO o/c WITHIN 4' OF END OF GABLE RAKE. OUTLOOKER ONLY. _ < U ❑ CHORD. LAP SPLICES MIN. (2) TRUSSES. • MID -PT OF BLOCKING EACH END. 2x4 #2 SYP OUTLOOKERS @ 24" o/cCnL ADD 2x4 #2 SYP T -BRACE TO ANY • ❑ L1_ 2� MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. 2BRACE GREATER THAN TIN LENGTH (MAX RAKE = 24�� o/c). FASTEN Z mm J BLOCK ALL UNSUPPORTED PANEL EDGES. #2 SPF CRIPPLES @ 4 /c PER / CE " OUTLOOKERS TO FIRST FULL HEIGHT wx3W SCHEDULE BELOW. ATTACH TO BOLTS NAILS NAILS H N TRUSS w/ (3).1310" TOENAILS. ADD ❑ z Q SHEATH PORCH RAFTER w/ (3) .131x3" NAILS. 2" 2x BLOCKING BETWEEN ALL `'J i I CEILING PER 3O MIN. w/ 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d 2x6 #2 SYP --- --- SOLID SAWN (SYP) IiEADERS I OUTLOOKERS ABOVE TOP W s J ❑ i OPTION 1 OR 2, CRIPPLE MAX HT. 2ply/3ply 2x- (2) ROWS Of 10d COMMONS. PLATE/CHORD TOENAILED @ 6" o/c. I f NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. RAFTERS @ -- ---- __ I I UNLESS NOTED ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE 24" o/c. 2x4 _ 6'-3" ELEVATION VIEW U IL Q �LL OTHERWISE ON & TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . 2x4 w/ 1x4 "T" BRACE T-10" SCL LUMBER (LSL, LVL, PSL) PLAN. 2x4 w/ 2x4 "T" BRACE 11'-2" 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8") - (2) ROWS OF 12d NAILS. 2ply/3ply 1-3/4" (DEPTHS 14" AND GREA I ER) - (3) ROWS OF 12d NAILS. PORCH SHEATHING DETAILS *ATTACH #2 SPF "T' BRAC : TO CRIPPLE 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. SLOPE TOP PLATE REVISIONS w/ .131x3 (1) H2.5 @EACH TO MATCH ROOF BRACE LEG ATTACHED TO OUTLOOKER TO TOP PITCH. PORCH HEADER SEE DETAIL J/FRD (3) .131x3" TOENAILS @ E/FRD BM/HDR CONNECTION DETAIL TOP CHORD w/ (3) 1 CHORD/TOP PLATE. PER PLAN PORCH HEADER OR DETAIL 6/TDD. PER PLAN 4' o/c MA .131x3" NAILS. 1 GABLE END TRUSS i CRIPPLE T TOP CHORD POCKET PORCH OR BLOCKI G BELOW. OPTION 1 BRACED AS SPECIFIED HEADER INTO (1) SPH @ LOWER BY DELEGATED TRUSS I i NOTCH PORCH HEADER I WALL AS SHOWN. (3) .1 1x3 3 AROUND TOP PLATE I TOP PLATE TO i i ENGINEERING. AND POCKET INTO TOENAILS @ i I i I -- ___ DOUBLE END WALL AS SHOWN. RAFT.R TO 2ply POST. ATTACH BOTTOM i DESIGNED BY: JRA SUPPORT PORCH 2x4 # SYP .... CHORD TO TOP i DRAWN BY: ICP SUPPORT PORCH HEADER w/ (1) 2x PER ROOF TRUSS VALLEY NAILER - - - _ - PLATE w/ .131x3 0 0 - - - - PORCH HEADER PLY. TOP CHORDS. ATTA HED TO 2x6 #2 SYP FLAT BLOCKING @ TOENAILS @ 6 o/c. NOTE: OUTLOOKERS/BLOCKING MAY CHECKED BY: BA HEADER w/ (1) 2x PER ALL ATTACH LOWER TOP OPTION 2 BRACE LEG. ATTACH TO EACHBE OMITTED PROVIDED A FULL HEIGHT PORCH HEADER PLY. INTERSECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ PLATEFORM BALLOON OPTION 1 TRUSS BOTTOM CHORDS w/ FRAMED STUDS IT FRAMED STUDS GABLE END TRUSS IS PROVIDED OR OPTION 2 IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSSTOP WALL PER OPTION 1 OR LOWER TOP PLATE TO WALL IS FRAMED CONTINUOUS TO (NON -PLATED ABOVE TRUSS TOP CHORD, ADD 2x4 #2 CHORDS w/ (2) 2. NOT REQUIRED AT 2x #2 SYP BLOCKING IN (4) .131x3" TOENAILS. PER PLAN. PER PLAN JOB NUMBER (PLATED PORCH HEADER) ROOF DECK AND THE GABLE RAKE PORCH HEADER) SPF BLOCKING BETWEEN ADJACENT .131x3" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) IFDOES NOT EXCEED 12". J 1 ❑ 6 ❑ 8 PORCH HDR /WALL INTERSECTION DETAIL TRUSS TOP CHORDS AND ATTACH w/ (3) WALLS. 10dx1-1/2" NAILS EACH .131x3" TOE -NAILS PER END. SIDE OF JOINT. PLATFORM FRAMED - OR r BALLOON FRAMED SHEET C/FRD PORCH DETAILS F/FRD OVERFRAMING DETAIL G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEE DETAIL REQUIRFOR EMENTS FRD FOR OPENINGS > 4' SEE DETAIL CLIP TRUSS TO HEADER PER J/FRD OR DETAIL 2/TDD. 2x GARAGE DOORJAMB PLAN SHEATHED SIDE O - ATTACHED TO JACK/KING CLIP TRUSS TO HEADER. NAIL LEAD KING STUD TO SHEATHED SIDE OF POST w/ (1) ROW OF HEADER OR TOENAIL PER PN NOTE: GARAGE DOOR 5/16"x3" LAG SCREWS @ IF > 16", ADD HEADER. 1 MTS12 OR SQ tiAl SCHEDULE BELOW O ��1• TO BE ATTACHED TO 24 o/c FOR OPENINGS CRIPPLE STUDS 3 o/c 8d NAILS. �p�/ (1) MSTA18 � FRAMING MEMBERS IN UP TO 10' IN WIDTH AND QFtCE �j7r-i- @ 16" o/c. STRAP @ EACH p.N KING TO HDR NAILING NO HORIZONTAL S 3 o/c 8d NAILS. CORNER OF p ACCORDANCE w/ @ 12" o/c FOR OPENINGS HDR .131x3" JOINTS ALLOWED. CHIAPPLICABLE UP TO 18' IN WIDTH. ATTACH HEAD/SILL 2x BLOCKING FOR DEPTH NAILS NO HORIZONTAL RAFMER/TRUOSS MANUFACTURER'S JOINTS ALLOWED. INSTRUCTIONS. TO JACK STUD PER ARCH WINDOWS 4" ((2) PER PLY TOP CHORD SCHEDULE. w 2 131x3" ;- 2x4 #2 SYP BLOCKING JAMB LAG SCREWS PROJECT ENGINEER J O 6" (3) PER PLY 3" o/c 8d NAILS. - BETWEEN TRUSSES BL 2x4 TRUSS MAY BE OMITTED BRYAN A. MURRAY NAILS/END. � g jj (4) PER PLY BLOCKING BELOW CHIMNEY PROVIDED SCREWS -�- -- 3 o/c 8d NAILS. BELOW. SCAB RAFTER TO FL PE #64010 WIDTH ATTACHMENT 10 (5) PER PLY WALLS w/ (4) .131x3" FASTENING GARAGE ---- ------- 0-7' (4} .131x3" TOENAILS 12" 1 (6) PER PLY TOE/END NAILS AT TRUSS w/ 1TOP D310x3" DOOR TRACK ARE 1/13/17 7'-11' (6) .131x3" TOENAILS FLUSH HEADER EDROPPED HEADER EACH END OF 14" (6) PER PLY INCREASED INCREASED GARAGE DOOR 11'-16' (2) A34's 16" (8) PER PLY - BLOCKING TO TOP NAILS @ 4" o/c. IN LENGTH BY 2" OR ,�`PN• A:• A4 CHORD OF TRUSS OR THE DEPTH OF THE �� '�E N •.;Q.9'i� 18" (9) PER PLY ROOF TRUSS. 40 v� <- RAFTER2x4 #2 SYP SCAB: MAX OVERHANG 20 JAMB MATERIAL. z. THIS DETAII APPLIES TO ALL WINDOW/PORCH HEADERS GREATER THAN 4' IN WIDTH UNLESS THE TOP CHORDS. 2x6 #2 SYP SCAB: MAX OVERHANG 42" GARAGE DOOR BUCK. * : • N 0, 0 TOP PLATE IS STRAPPED TO THE HEADER PER DETAIL 2/TDD. THIS DETAIL DOES NOT APPLY TO USE PT LUMBER IF 2x - - IF > ADD CRIPPLE WALLS SUPPORTING A FLOOR SYSTEM ABOVE. STUDS DS @ 16" o/c. MATERIAL. STATE OF � NOTE: WINDOWS/DOORS TO BE ATTACHED TO FRAMING H/FRD TYP. OPENING DETAIL MEMBERS PER MANUFACTURER's INSTRUCTIONS. J/FRD HEADER DETAIL I M/FRD CHIMNEY OVERFRAMING N/FRDJ RAFTER SCAB DETAIL P/FRD GARAGE DOOR JAMB DETAIL '���It NA1 ��,,•` EXISTING r --------------- II II II II II II II CJ5P, II II II SEE DETAIL 3/TDD FOR PORCH EADER/POST II STRAPPING DETAILS, U.N.O. II II 11 II II II II ADDITION I I II i Q I II Ito�-�T�---- lo c �� it iii o I I II r-== __________= ______= =_ (1) MTSM16 @ EA TRUSS TO CMU WALL j w/ (4) 1/4" x2-1/4" TITENS. ADDITION t EXISTING EXISTIN v ti U 0 U 0 ATF" @ 7' f#c 0 0 0 c. 0 wU w w w w w U TT 1s/s s/8 ATR ATR STUBBIES @ 22" o/c CJ1C C! i (1) HTS20's @ GIRDER TO POST w/ (1) ALL Cj THREAD ROD. T4 II �� I i® II II II II I I H8 II II I I Hg II —= H8 - H8 H8 H8 II II II II II z II O HS o - Q 4- c z X Lu C'7 N V02 i x W � V01 --T ---- - - SEE DETAIL A/FR1. Z¢ R 0 T70 ~ II 1 1 Q— II T03 If ------------- ------------ T02 LAI II II cr) co I I T01 L) w w II II U ADDITION EXISTING SEE DETAIL 3/TDD FOR PORCH HEADER/POST STRAPPING DETAILS, U.N.O. EXISTING 1) MTSM16 @ EA TRUSS 10TTOM_CHORD TO CIS ___ NALL w/ (4) 1/4" x2-1/4" TITENS. W 0 A v ti U 0 U 0 ATF" @ 7' f#c 0 0 0 c. 0 wU w w w w w U TT 1s/s s/8 ATR ATR STUBBIES @ 22" o/c CJ1C C! i (1) HTS20's @ GIRDER TO POST w/ (1) ALL Cj THREAD ROD. T4 II �� I i® II II II II I I H8 II II I I Hg II —= H8 - H8 H8 H8 II II II II II z II O HS o - Q 4- c z X Lu C'7 N V02 i x W � V01 --T ---- - - SEE DETAIL A/FR1. Z¢ R 0 T70 ~ II 1 1 Q— II T03 If ------------- ------------ T02 LAI II II cr) co I I T01 L) w w II II U ADDITION EXISTING SEE DETAIL 3/TDD FOR PORCH HEADER/POST STRAPPING DETAILS, U.N.O. EXISTING 1) MTSM16 @ EA TRUSS 10TTOM_CHORD TO CIS ___ NALL w/ (4) 1/4" x2-1/4" TITENS. ADDITION U O Ln - - T40,1� T40A T5 CJ5C j (;J 3i GENERAL NOTES • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN FASTENERS, ANCHOR DIAMETER AND EMBEDMENT. • 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. TRUSS TO PLATE CONNECTION SCHEDULE (1) H2.5T or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN H8 MO n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND DETAIL 6/TDD FOR STRAPPING AT OPENINGS NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED, THE CONNECTIONS MUST EXCEED THE CAPACITY OF THE CONNECTION SPECIFIED ON THIS PLAN. SDWC15600 INSTALLATION GUIDELINES SDWC MAY BE INSTALLED SKEWED UP TO 30* PROVIDED IT PASSES THROUGH FULL DEPTH OF TOP PLATE. IF TRUSS ALIGNS WITH STUD, SKEW SDWC UP TO 300 TO FULLY EMBED INTO TRUSS BOTTOM CHORD (AS SHOWN). INSTALL SDWC @ CENTER OF WALL DEPTH (+/- 1"). OFFSET FROM ANY TOP PLATE SPLICE MIN. 1/4" GENERAL STUBBIE LOCATIONS (SEE DETAIL 7/TDD FOR ALLOWABLE STUBBIE OPTIONS) ® O O EACH SIDE SPACING SPECIFIC OF EACH SPECIFIED LOCATIONS SHOE PLATE ON PLAN DENOTED BY BREAK THE SYMBOL-* S 0 0 L1\ IT IS ALLOWABLE TO ELIMINATE: STUBBIES PROVIDED THAT ALL THREAD RODS ARE PLACED AT THE STUBBIE SPACING SPECIFIED. STUBBIES ARE ONLY REQUIRED AT INTERIOR WALLS WHERE SPECIFICALLY NOTED. GENERAL FULL LENGTH ATR LOCATIOI\IS ALL THREAD RODS (ATR's) TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR's LOCATED @ SPACING SPECIFIED ON PLAN. 2. 3/8" ATR LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. 3. 3/8" ATR LOCATED EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DEMOTED BY THE FOLLOWING SYMBOLS: o = 3/8" ATR 1/2 ATR o = 1/2" ATR 5/8 ATR o = 5/8" ATR NOTE: SPECIFIC ATR LOCATIONS SHOWN @ CORNERS OR TO SIDES OF OPENINGS TO BE LOCATED WITHIN 2" OF END OR KING POST. REFER TO DETAIL 8/TDD FOR FULL LENGTH ATR DETAILS. TIE -DOWN PLAN SCALE: 1/4"=1'-0" MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 N W 0 �I W U ADDITION U O Ln - - T40,1� T40A T5 CJ5C j (;J 3i GENERAL NOTES • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN FASTENERS, ANCHOR DIAMETER AND EMBEDMENT. • 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. TRUSS TO PLATE CONNECTION SCHEDULE (1) H2.5T or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN H8 MO n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND DETAIL 6/TDD FOR STRAPPING AT OPENINGS NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED, THE CONNECTIONS MUST EXCEED THE CAPACITY OF THE CONNECTION SPECIFIED ON THIS PLAN. SDWC15600 INSTALLATION GUIDELINES SDWC MAY BE INSTALLED SKEWED UP TO 30* PROVIDED IT PASSES THROUGH FULL DEPTH OF TOP PLATE. IF TRUSS ALIGNS WITH STUD, SKEW SDWC UP TO 300 TO FULLY EMBED INTO TRUSS BOTTOM CHORD (AS SHOWN). INSTALL SDWC @ CENTER OF WALL DEPTH (+/- 1"). OFFSET FROM ANY TOP PLATE SPLICE MIN. 1/4" GENERAL STUBBIE LOCATIONS (SEE DETAIL 7/TDD FOR ALLOWABLE STUBBIE OPTIONS) ® O O EACH SIDE SPACING SPECIFIC OF EACH SPECIFIED LOCATIONS SHOE PLATE ON PLAN DENOTED BY BREAK THE SYMBOL-* S 0 0 L1\ IT IS ALLOWABLE TO ELIMINATE: STUBBIES PROVIDED THAT ALL THREAD RODS ARE PLACED AT THE STUBBIE SPACING SPECIFIED. STUBBIES ARE ONLY REQUIRED AT INTERIOR WALLS WHERE SPECIFICALLY NOTED. GENERAL FULL LENGTH ATR LOCATIOI\IS ALL THREAD RODS (ATR's) TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR's LOCATED @ SPACING SPECIFIED ON PLAN. 2. 3/8" ATR LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. 3. 3/8" ATR LOCATED EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DEMOTED BY THE FOLLOWING SYMBOLS: o = 3/8" ATR 1/2 ATR o = 1/2" ATR 5/8 ATR o = 5/8" ATR NOTE: SPECIFIC ATR LOCATIONS SHOWN @ CORNERS OR TO SIDES OF OPENINGS TO BE LOCATED WITHIN 2" OF END OR KING POST. REFER TO DETAIL 8/TDD FOR FULL LENGTH ATR DETAILS. TIE -DOWN PLAN SCALE: 1/4"=1'-0" MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 N REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM Ni _00 CJJO:B NUMBER 060B SHEET TD 1 0FflCE-COP-X PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 ```0tiAI��M/41�''i ATE OF 'S,O N AL �\A ����mill W 0 W U 0 NQ O. 0� Q }- Z U1 W W r Q L.Z. ��Z_I W 0 � 0 � a J 0� 0 0 Z Q 2v�; aJ 0 m •• Z Q 0 2 M0 m > W L�J�_ < W U 1-- 0- O f- REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM Ni _00 CJJO:B NUMBER 060B SHEET TD 1 0FflCE-COP-X PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1 /1 3/1 7 ```0tiAI��M/41�''i ATE OF 'S,O N AL �\A ����mill TRUSS TO PLATE CLIP w/ CUT WASHER SDWC TO BE INSTALLED TRUSS TO PLATE CLIP OR / TOP PLATE ON PLATE TO HDR OR SCREW PER PLAN STUBBIE OPTIONS SKEWED BETWEEN 10' AND 30' FROM VERTICAL. SCREW PER PLAN STRAPPING MAY 3/8" A307 STEEL ROD. (REFER TO DETAIL 5 TO EACH MEMBER BRUSHED AND (REFER TO DETAIL 5 FOR BE OMITTED SHOE PLATE. FOR GABLE / **TIGHTEN TO 24" o/c, GABLE CONDITION) �(1) H8, FOR HIGH UPLIFT OPTION. ATTACH HDR TO TOP CONDITION) **MAY BE SPACED @ 48" o/c ATTACH TOP PLATE EACH TRUSS I TSP, or SP2 WHEN SUPPORTING MAX. TO OVERFLOW ONTO PLATE w/ SDWC15600's 1/2" A307 STEEL ROD. 15' SPAN TRUSSES. **TIGHTEN TO 16" o/c ATTACH SHOE R SAME STUD (1) SDWC OR USE (2) SCREWS/STUD SPH's @ 48" o/c. (1) SDWC MEMBER BELOW 15600 FOR "HIGH UPLIFT" OPTION. w/ (1) 3/8"x5" LAG BETWEEN 10° AND 30' 15600 SCREW or LOWEST SHOE PLATE **MAY BE SPACED @ 48" o/c SDWC15600 FROM VERTICAL. U H2.5T OR f WHEN ROOF TRUSSES SPAN CONV. METAL OPTION SDWC15600 ❑ SDWC SCREW OPTION ** 24" o/c MAX. NO MORE THAN 15'. 24" o/c MAX** CLIP OR SCREW PER PLAN SAME STUD SDWC15600's. (REFER TO DETAIL 5 FOR SAME STUD ATTACH SHOE INTERSECTING ATTACH SHOE PLATE PLATE TO ATTACH EVERY OTHER 1 TO EACH MEMBER WALL OVER TRUSSES/JOISTS STUD TO TOP PLATE AND MEMBER (1) SDWC BELOW w/ ❑ (1) SDWC BELOW w/ 15600 (1) SDWC15600 m 15600 SDWC15600 ® SCREW. IN CONV. METAL OPTION SCREWS (p W U HIGH UPLIFT 24" o/c. CLIP OR SCREW PER PLAN OPTION, USE (2) (REFER TO DETAIL 5 FOR (REFER TO DETAIL 5 FOR GABLE CONDITION) SDWC15600's. BEAM, GIRDER, INTERSECTING ViEi OR BLOCKING. TRUSS/JOIST/BEAM WALL OVER TRUSSES/JOISTS WALL OVER BEAM/GIRDER SDWC SCRE TRUSS TO PLATE CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION) —(1) H8, TSP, or SP2 f ** 32" o/c MAX. SAME STUD 1 — (1) MSTA12 or CS22 BEAM, GIRDER, OR BLOCKING. WALL OVER BEAM/GIRDER TRUSS TO PLATE CLIP w/ CUT WASHER SDWC TO BE INSTALLED OR SCREW PER PLAN / TOP PLATE ON PLATE TO HDR (REFER TO DETAIL 5 STUBBIE OPTIONS SKEWED BETWEEN 10' AND 30' FROM VERTICAL. FOR GABLE STRAPPING MAY 3/8" A307 STEEL ROD. CONDITION) TO EACH MEMBER BRUSHED AND WALL PER PLAN. BE OMITTED SHOE PLATE. BELOW / **TIGHTEN TO 24" o/c, 3/8" ATR DETAIL �(1) H8, FOR HIGH UPLIFT OPTION. ATTACH HDR TO TOP UPPERMOST TOP PLATE **MAY BE SPACED @ 48" o/c ATTACH TOP PLATE EACH TRUSS I TSP, or SP2 WHEN SUPPORTING MAX. TO OVERFLOW ONTO PLATE w/ SDWC15600's 1/2" A307 STEEL ROD. 15' SPAN TRUSSES. ** 32" o/c MAX. ATTACH SHOE R SAME STUD PLATE TO EACH @ 24" o/c SKEWED SPH's @ 48" o/c. w/ MTS12 FO MEMBER BELOW SET ROD IN 11/16" (1) SP1 w/ (1) 3/8"x5" LAG BETWEEN 10° AND 30' SHOE PLATE. SCREW or LOWEST SHOE PLATE 9-1/2" 11 15" @ SDWC15600 FROM VERTICAL. U H2.5T OR 8/TDD o(1) HIGH UPLIFT SCREW. CONV. METAL OPTION SDWC15600 ❑ SDWC SCREW OPTION OPTION, USE (2) / CLIP OR SCREW PER PLAN CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR SDWC15600's. (REFER TO DETAIL 5 FOR GABLE CONDITION) INTERSECTING GABLE CONDITION) TRUSS/JOIST/BEAM ATTACH EVERY OTHER J ATTACH EVERY WALL OVER TRUSSES/JOISTS 1/TDD CONVENTIONAL STRAPPING DETAILS WALL TO HEADER STRAPPING IS NOT REQUIRED IF ATR SPACING SPECIFIED IS MAINTAINED. n n SEE FULL " ' Y LENGTH ATR DETAIL FOR OPENINGS EXCEEDING ALL THREAD ROD SPACING SPECIFIED, STRAP WALL OVER HDR TO HDR PER OPTION nB OR ELEVATION VIEW SINGLE ROOF FRAMING DIRECTLY STORY OPTION OVER OPENING — (2) SDWC15600 SCREWS @ KING POST TO TOP PLATE. u I— SEE DETAIL 2/TDD FOR STRAPPING OF TOP PLATE TO HEADER. (2) CS22's w/ (7) 8d x 1-1/2" NAILS PER END @ BASE OF JACK/KING POST TO — BEAM/GIRDER --- BELOW. OPENING OVER BEAM/GIRDER W OPTION (1) TSP @ KING POST TO TOP PLATE or (1) MSTA12 @ HDR TO JACK POST. I SEE DETAIL 2/TDD FOR STRAPPING OF TOP PLATE TO HEADER. (2) CS22's w/ (7) 8d x 1-1/2" NAILS PER END @ BASE OF JACK/KING POST TO n - BEAM/GIRDER BELOW. OPENING OVER BEAM/GIRDER CONVENTIONAL METAL OPTION SEE FULL — LENGTH ATR DETAIL WALL TO HEADER STRAPPING IS NOT REQUIRED IF ATR SPACING SPECIFIED IS MAINTAINED. n n I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEE FULL I I i SEE FULL LENGTH I I j j-- LENGTH ATR DETAIL I I i i ATR DETAIL I I I I I I I I I FLOOR SYSTEM I I I I I I I I I I I I I I i l I I I I I i I I I I I I I I FOR OPENINGS EXCEEDING ALL I THREAD ROD SPACING SPECIFIED, I I STRAP WALL OVER HDR TO HDR i PER OPTION D]. I I MULTI ROOF FRAMING OVER FLOOR SYSTEM STORY OPTION OVER OPENING 2/TDD WALL OVER HEADER STRAPPING DETAILS OPTION A FLUSH/ DROPPED HEADER OPTION B FLUSH HEADER OPTION C 'DROPPED I HEADER OPTION D DROPPED HEADER BELOW FLOOR SYSTEM NOTE: PLAN SPECIFIC NOTES OVERRIDE THESE DETAILS. CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION). ATTACH TRUSS TO TOP PLATE ON SHEATHED SIDE OF WALL PER PLAN. SHEATHING MUST BE APPLIED PER DETAIL J/FRD. — (2) SDWC15600 SCREWS @ KING POST TO TOP PLATE. SEE DETAIL 2/TDD :OR STRAPPING F TOP PLATE TO HEADER. (2) SDWC15600 SCREWS @ BASE OF JACK/KING POST TO SHOE PLATE. (2) SDWC15600's or @ SHOE PLATE TO MEMBER EACH SIDE OF JACK/KING POST. OPENING OVER TRUSSES/JOISTS (1) FULL LENGTH ATR WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. >rr, (1) FULL LENGTH ATR WITHIN 2" OF END POST, ONE SIDE OF CORNER. (1) FULL — PLATED CONDITION LENGTH ATR SHOWN. NOTCHED WITHIN 2" HEADER APPLIES. OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) H2.5A/T @ HDR TO POST w/ (1) H2.5A/T @ BASE TO POST/TOP PLATE BELOW. ONLY (1) H2.5A/T REQUIRED IF HEADER BEARS DIRECTLY ON TOP PLATE. PORCH HDR @ WALL PORCH HDR @ WALL CORNER RAISED PORCH HDR @ WALL (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). (1) TSP @ KING POST TO TOP PLATE or (1) MSTA12 @ HDR TO JACK POST. L PORCH HDR, SEE PLAN. PORCH POST, SEE PLAN. LT (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). PORCH POST, PORCH HDR, SEE PLAN. SEE PLAN. 3" MIN. ABU SEE DETAIL 2/TDD ABU :OR STRAPPING (12) 16d F TOP PLATE TO ; (12) 16d COMMON (.162) HEADER. 5/8" x 6" EMBED COMMON (.162) 5/8" x 6" EMBED (1) DSP @ BASE OF EPDXIED ATR. x 3-1/2" NAILS. EPDXIED ATR. x 3-1/2" NAILS. JACK/KING POST TO SHOE PLATE. PORCH HDR @ POST CORNER PORCH HDR @ POST (2) SDWC15600's or (1) 3/8"x5" LAG SCREW @SHOE 3/TDD PORCH HDR STRAPPING DETAILS SLATE TO MEMBER EACH SIDE OF JACK/KING POST. OPENING OVER TRUSSES/JOIST HEADER MAY BE FLUSH (AS SHOWN) OR DROPPED. ATTACH TRUSS TO NOTE: TOP w/ CUT WASHER SDWC TO BE INSTALLED @ 24" o/c / TOP PLATE ON PLATE TO HDR UD. STUBBIE OPTIONS SKEWED BETWEEN 10' AND 30' FROM VERTICAL. INTERIOR SIDE OF STRAPPING MAY 3/8" A307 STEEL ROD. TO EACH MEMBER BRUSHED AND WALL PER PLAN. BE OMITTED SHOE PLATE. BELOW / 6„ II n u 3/8" ATR DETAIL PROVIDED THAT (1) SDWC1 ATTACH HDR TO TOP UPPERMOST TOP PLATE 1/2" A307 STEEL ROD. ATTACH TOP PLATE EACH TRUSS I BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO PLATE w/ SDWC15600's 1/2" A307 STEEL ROD. LOWEST SHOE PLATE TO FLUSH HDR w/ ATTACH TO H R 1/2" ATR DETAIL LOW CARBON STEEL NUT @ 24" o/c SKEWED SPH's @ 48" o/c. w/ MTS12 FO 5/8" A307 STEEL ROD. SET ROD IN 11/16" BRUSHED AND m BETWEEN 10° AND 30' SHOE PLATE. EACH SPECIFIED LOWEST SHOE PLATE 9-1/2" 11 15" @ MONO. I j EXTERIOR FROM VERTICAL. U H2.5T OR 8/TDD FULL LENGTH ATR DETAILS CONV. METAL OPTION SDWC15600 ❑ SDWC SCREW OPTION ('' `_❑❑Z / CLIP OR SCREW PER PLAN CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR (REFER TO DETAIL 5 FOR GABLE CONDITION) EL GABLE CONDITION) ATTACH EVERY OTHER J ATTACH EVERY STUD TO TOP PLATE AND OTHER STUD TO TOP W ❑ HEADER BELOW w/ (1) Q PLATE AND HEADER m SDWC15600. ATTACH TO BELOW w/ (1) H8. CENTER OF HEADER PLY. IN CONV. METAL OPTION W U SDWC SCREW OPTION CLIP OR SCREW PER PLAN CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR (REFER TO DETAIL 5 FOR GABLE CONDITION) GABLE CONDITION) (1) TSP, or SP2 f 32" o/c MA) SAME STUD (1) CS22 1- TIGHTEN TO 24" o/c, FOR HIGH UPLIFT OPTION. 1- MAY BE SPACED @ 48" o/c WHEN SUPPORTING MAX. 15' SPAN TRUSSES. CCONV. METAL OPTION (1) SDWC15600 w/ CUT WASHER Iln' @ 24" o/c MAX.,2 —L(— SAME S UD. STUBBIE OPTIONS LOW CARBON STEEL NUT ATTACH SHOE PLATE 3/8" A307 STEEL ROD. TO EACH MEMBER BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. BELOW / 6„ II n u 3/8" ATR DETAIL LOW CARBON STEEL NUT (1) SDWC1 5600. UPPERMOST TOP PLATE 1/2" A307 STEEL ROD. SEE OPTION 11 or CN BRUSHED AND BLOWN HOLE. EPDXY (NOT REQUIRED FOR \ I ATT CH EACH FLOOR TRUSS TO FLOOR TRUSSES I TOP PLATE w/ (1) SDWC15600 SPANNING 11' i (NOT REQUIRED FOR FLOOR ABOVE) � TRUSSES SPANNING > 111 SDWC SCREW OPTION MAXIMUM SPACING PER PLAN SEE FULL LENGTH ATR DETAIL SEE SEE I I I I I STUBBIE I I I I I I STUBBIE DETAIL I I I I I I DETAIL I I I I I I I I I I I I II II II IIII I��I ILII illi ILII u u u u u STUBBIE SPACING NOTE: INSTALL (1) IF SPECIFIED ON PLAN. NOTE: FULL LENGTH ATR TO BE INCLUDED STUBBIE WITHIN 8" IN STUBBIE SPACING. STUBBIES MAY BE OF EACH SIDE OF ELIMINATED PROVIDED FULL LENGTH ATR's EACH SHOE PLATE ARE SPACED AT SPECIFIED STUBBIE BREAK. SPACING. 4/TDD ALL THREAD ROD SYSTEM DETAIL 5/TDD I GABLE END TIE -DOWN DETAIL BALLOON FRAMED GABLE END ATTACH STUDS TO TOP PLATE w/ (1) H8 AND TO SHOE PLATE w/ (1) SSP OR TO BEAM/HDR BELOW w/ (1) CS22 @ 48" o/c MAX. ATTACH SHOE PLATE w/ 3/8"x6" EMBED EPDXIED ATR STUBBIES @ ATR/STUBBIE SPACING SPECIFIED ON PLAN. NOTE: IF OPTION 2 IS FOLLOWED, ATTACH TOP PLATE STRAPPING ON SAME SIDE AS LTP4'S. OPTION 1 ATTACH TOP PLATE TO GABLE END BOTTOM CHORD w/ LTP4's @ Y o/c. OPTION 2 ATTACH TOP PLATE TO GABLE END BOTTOM CHORD w/ SIMPSON SDWC OR 1/4"W' SDS SCREWS @ Y o/c. FOR OPENINGS GREATER THAN 5' BUT NO LARGER THAN 18', INSTALL (2) SCREWS EACH SIDE OF OPENING. GENERAL NOTES 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP" 2 -PART EPDXY, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 2. NAIL DIAMETERS: 8d COMMON =.131 16d SINKER =.148 10d COMMON =.148 16d COMMON =.162 3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. 4. ATR MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT OR 2" PER FLOOR LEVEL - WHICHEVER IS LESS. 5. PROVIDE MIN. 2" EDGE DISTANCE FOR ALL 2x4 EXTERIOR WALLS AND 3" EDGE DISTANCE FOR ALL OTHER WALL SIZES. 6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. 7. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL THREAD ROD. 3/8"x6" TITEN HD w/ CUT WASHER 3/8"x6" EMBED 1/2"x7" CAST -IN-PLACE EPDXIED ATR w/ "J" BOLT w/ NUT & CUT NUT & CUT WASHER WASHER u L u OPTIONS 7/TDD STUBBIE OPTIONS LOW CARBON STEEL NUT OVER 2"x2"x1/8" WASHER. UPPERMOST TOP PLATE 3/8" A307 STEEL ROD. SET ROD IN 7/16" BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. 3/8" A307 STEEL ROD. LOWEST SHOE PLATE 6„ II n u 3/8" ATR DETAIL LOW CARBON STEEL NUT OVER CUT WASHER OVER 3"0"x1/8" SLOTTED WASHER. UPPERMOST TOP PLATE 1/2" A307 STEEL ROD. Q SET ROD IN 9/16" BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. 1/2" A307 STEEL ROD. LOWEST SHOE PLATE 6" I I 12" MONO. j jAEM LLu 1/2" ATR DETAIL LOW CARBON STEEL NUT OVER DOUBLE 3"0"x1/4" ROUND HOLE WASHER. UPPERMOST TOP PLATE 5/8" A307 STEEL ROD. SET ROD IN 11/16" BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. 5/8" A307 STEEL ROD. LOWEST SHOE PLATE 9-1/2" 11 15" @ MONO. I j EXTERIOR 8" INTERIOR I I WALLS U 5/8" ATR DETAIL 8/TDD FULL LENGTH ATR DETAILS A IN G❑D WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM FJOB NUMBER 11 0608 SHEET TDD OffiCE CQPY PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1/13/1'7 ,,,,,,,,A. �A4jj � N • UR •. ATE OF • Z W ❑ W U Q Q rrnn uJ Q J rrn� UJ W W f r O. I.— 0L Z W WV L Q ❑ ❑ ❑ J ('' `_❑❑Z EL J ❑ W ❑ Z Q p m / W IN W U ra0l- REVISIONS DESIGNED BY: JRA DRAWN BY: JCP CHECKED BY: BAM FJOB NUMBER 11 0608 SHEET TDD OffiCE CQPY PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 1/13/1'7 ,,,,,,,,A. �A4jj � N • UR •. ATE OF