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1596 MARITIME OAK DR RES18-0358 REV TRUSSES, AC PAD, POC SHEETS■ is 0 T T HATCH LEGEND Notes No back charges will be accepted by Builders FirstSource unless approved in writing first. MACQ 12' 1-1/8" L7 �� scabbed on tails) must have an approved barrier applied 20' 7" 77 ORefer to BCSI-BI Summary Sheet: Guide for handling, 27' 1" O NI T T General Notes: - Per ANSI/T'PI 1.2002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufacturer's specifications for all hanger connections unless noted otherwise. - Trusses are to be 24" o.c. U.N.O. - All hangers are to be Simpson or equivalent U.N.O.- Use 10d x 1 1/2" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. - Dimensions are Feet -Inches- Sixteenths Notes No back charges will be accepted by Builders FirstSource unless approved in writing first. MACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied fust. ORefer to BCSI-BI Summary Sheet: Guide for handling, Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost. by Builders FirstSource. It. is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect:.., so the trusses do not interfere with these type of items. All common framed mof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placementt plan was not created by an engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements.. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Freeport PHONE: 850-835-4541 FAX: 850.835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813-621.9831 FAX: 813-628-8956 Dream Finders c oz ranine >eox .� s Lot 136 Atlantic Beach 31-o7-00 zt-t000 Taos-oo s0000 Custom D- of# 74-11-0] 12/5/18 DPS 1548842 MITEK PLATE APPROVAL VS 2197.2-2197.4, BOISE PRODUCT #'S LVL FL1644—R2, BCI FL1392—R2 n�15159863 F1-- N/A 1 .5 155548842 >®o.o',.-.nonnmr�:rNFar.-'"�sa ME MN ao ...... 20dde HdPMR-HONI se oar-au��.o$01 m1mg T-1 �gR19 �qR0 ' r�� 0300 4= mabom s 1�z5 qo aim>R a� Rs m m � AAAA A b mmmmm � 55555 00000 CO!D�A ODZ mJrnmNA WrA*iCNz�O[ON�I�Oi�NAm n>JW tiJ ro ZZZZZ A<-C::p r °1 =) n AZy_�-O DOr0 CrI)o 'GNyr-ODp-f�ZL) -O "Opm-ICCUI-IC-)pCym ZD ZZ�)O 1'00-I DmOOf*) Nn Dy," C mmN D�f'U1mZ �In m[nmD AN O� COD ZDvm Z:O memmm ND DtxTID ZMjZ nu)m �z 1n N O3 V)Z--Niz 0In>'.cZ mMo Oo➢Z �O u in Fn u5:si 0.6 m["�oC�o u)z A[mn or-I*A�yr-i+mmZm�"OAN Avz =�m�mrn .4 m0000 rn°o, yoomnz-0 [�zr�[ 'Zcv-A- OInzmr m m> NUt inyln VC1CjVZi N]�m>Dmmo2�AmZ zrA*iN O'Am z")p-iZcam �' -0 'DVV C ��ZCi� NCOO.I�Fn,K 0 D '�'ZDpop z "')rAn[mn°xm 0 m t= a DDD zm ' p it �O=��a oL°mN z -n m0 [n oZ Z'-2ZZZ DO NOfiO C�-jA'mDymmZZZZO (mCD)n-1 Z OOOICOT-Mmom2Z 1 1 1 1 1 2m .0 RflC m<rOZ pNO{-I m�z M0 p D C-R.zO A D OD-Iom \ gx Ox C30Dr� Wn ,OLl O oc, ZZ-im� AZ m O Om6 v)rn- rsz'm o�ypa< mo) zxAmmm-omom -I0O NS A Nmm moom x0 amzm ar-I* o). m o mzm mz mo a om zn =08K<� SNI. 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Ft. r x x x x x x� x > x )K- -X 'e !s ?o PROPOSED ?0 20 >Iro x4s TWO STORY RESIDENCE F.F. ELEV. 12.50 O TYPE "A"J ' ZALUPSKI D' x x x 45.00' X 75.54' xx x N O x x x x x x x '>9 A N 14.25' s I v 8.54' N W Jx 71.3 2 21' > c p5mo= D AOID M ° m M — 00 It M z 0 tTl 1` n D ogmm � m N W J C wn; � r Tn _ V o N � O QO oma n 0 O I-3 N K;.. C.nl 0 NO LD. OD C ( R/w) >mK F\D. t' j °` x'' moo O ?o 3 z �Fm 3 O-{ O O O Ln O O tU v N GOLF COURSE x rQ SILT FENCE, J J P 'O iso (TYP) oc' Cz L3 N r x?z X x, x (. v p x o' 10' B.R.L�' 9Z1, >0< x 3s X'?s x x' x x' J I x'2s '2s �A/C ° x 13.5 cx�24 . 4;J > :r_MATI �9. 2s ° °. .L c v - POR(.:°\ I x° -.X °x or[�.. 7•. 7' 14 31.00' LOT 136 0 ° s u� FO x>, (VACANT) •� fl ? 6,599 Sq. Ft. r x x x x x x� x > x )K- -X 'e !s ?o PROPOSED ?0 20 >Iro x4s TWO STORY RESIDENCE F.F. ELEV. 12.50 O TYPE "A"J ' ZALUPSKI D' x x x 45.00' X 75.54' xx x N O x x x x x x x '>9 A N 14.25' s I v 8.54' N W Jx 71.3 2 21' J/ > c H W I (p r m M — < z It z P C tTl 1` LJ II � C CURB INLET N N (PER NSP) ci? O N W J C wn; � r Co V �i — BENCHMARK: --✓✓ "----�� ELEV.c10.3K Cn Mv v v m O I-3 q ELEV-10.38 FOD NAIL frrl NO LD. r ( R/w) C rT MARITIME 0 z M m� zz z z o 0 0 O-{ O O O I-RIr i M m Gl N 0 (n w _.rl C O S -0 z1 -u M I i I c K -bM o O m O 0 0 0 No a o r M M o O N O -i O -1 J/ > c D O W I (p r m M m M < z It P C tTl 1` LJ x 4'SIDEWALKa 'o SALT FINISH x (SEE NOTE #18) C CURB INLET N N (PER NSP) ci? O N W J C wn; � r Co V �i — BENCHMARK: --✓✓ "----�� ELEV.c10.3K Cn Mv v v m SET NAIL P.T. NO I.D. ELEV-10.38 FOD NAIL frrl NO LD. r ( R/w) C rT MARITIME ®AK z M m� O " 3 x o 0 0 x - e h-- co x I O O O O m N N N n N N N p D DJ HT1 N Gl F I I`r0./fl 1 O O rq rl m z I i I w Fp o O m O 0 0 0 No a o z z M z z z o O N O -i O -1 <O 000 D -1 -i -1 --I O (n (n L/) N M X :D D p X z O -_I Z= O Z Z --� o 0 0 O � '. O rm 0 0 M O D E�ID°tt- °' !- 'T7 !)l -17 :(J '>> 6 WA K -o'u M < -i p T o' n jo — < D n JtA_X70' a 15' B.R.L. D r .-I n'1 M N C x o� e x O O m r m C-) .9RIVL>6�QY—z > C D \� J I LAY DOWN AREA ON SITE O O n v _! x PARKING s 7.5' JEA-E. z z o n 0 ■ ■ ■ .. > c x W I �j> r C lOs .c;o` It P C 6° ' o>x x C d� 1` LJ x 4'SIDEWALKa 'o SALT FINISH x (SEE NOTE #18) C CURB INLET N N (PER NSP) ci? O N W J C II/rn Co V �i — BENCHMARK: --✓✓ "----�� ELEV.c10.3K — B N HMARK• L7 P.C. SET NAIL P.T. NO I.D. ELEV-10.38 FOD NAIL N NO LD. O m (50' R/w) C rT MARITIME ®AK DRIVE m� '..n cJ r c z W I �j> r C It 0 1 C- `®J 1` LJ y r�11 N cJ r c z r g� I GENERAL: EER WOOD: TRUSSES: AS NOTED BASED ON ESR -3071 DATED DECEMBER 2015. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER A. B. ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS - #2 SYP LICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. 012 INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, 2. WALL PLATES - #2 SYP, U.N.O. B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S). THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS 3. WALL HEADERS - #2 SYP .ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING NON -CONFORMING CONDITIONS ARE FOUND TO EXIST. WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. 4. WALL STUDS - #2 SPF, U.N.O. FOUNDATION POUR OR FRAMING. B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. B. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: C. .ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN C. DESIGN 1S BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING 1. ALL STRUCTURAL COMPOSITE LUMBER (SCL) SPECIFIED BY THIS OFFICE TO BE AS THE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. "TRUSS ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. CODE -BUILDING AND SECTION 8301 OF THE FLORIDA BUILDING CODE -RESIDENTIAL. FOLLOWS: D. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE LOADINGS SPECIFIED IN THE BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS a. BEAMS b. COLUMNS 'MEMBER DESIGN CRITERIA" SHOWN ON THIS SHEET. WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY - LSL - 1.55E - LSL -1.3E E. ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24" o/c w/ SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. IDENTIFIED. CODE REQUIREMENTS FOR FIRE (FIRE SEPARATION BETWEEN - LVL - 2.0E - LVL - 1.8E (3) .131x3" TOENAILS/END. EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT DWELLINGS, SPRINKLERS, ALARMS, EGRESS, ETC.) ARE TO BE SPECIFIED BY OTHERS. - PSL - 2.0E - PSL -1.8E/2.OE (PER PLAN) F. REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 2. ALL BEAMS PROVIDED BY OTHERS (e.g. DESIGNED IN CONJUNCTION WITH A FLOOR CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THIS OFFICE IMMEDIATELY. COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. TRUSS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLAN ACCORDING TO BEAM G. REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT LIMITED CALCULATIONS PROVIDED BY OTHERS. REFER TO BEAM CALCULATIONS FOR H. TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY INFORMATION IDENTIFYING THE SCL MANUFACTURER, SIZE AND MATERIAL TO BE HAVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION USED. IT IS IMPORTANT THAT THE BEAM INSTALLED MATCHES THE SIZE, SHOULD BE FOLLOWED. FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. PROVIDED BY OR DERIVED FROM OTHER SOURCES. MATERIAL, AND MATERIAL MANUFACTURER SHOWN ON THE BEAM CALCULATION. 1. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BY SUBSTITUTING ANOTHER MANUFACTURERS MATERIAL, EVEN WITH MATCHING BRACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH PROPERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THIS OFFICE. FUNCTIONS. 1557) FOR A DEPTH OF AT LEAST TWO FEET (2') BELOW THE BOTTOM OF THE THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEER 3. ALL I -JOISTS TO BE PERFORMANCE RATED I -JOIST (PRI) 40, U.N.O. J. TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FR FOOTING. LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE 4. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND SHEETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT SPECIFICALLY SPECIFIED IN INSTRUCTIONS. CHORD OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. C. ALL SHEATHING TO BE AS FOLLOWS: OVERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED $ AT EDGES AND ENDS IN REQUIRED COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE 1. SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORT ALL w/ (2) .131x3" NAILS. CONFORMANCE WITH ASTM -A 185, OR FIBER MESH REINFORCEMENT SHALL BE BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY A DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS, K. BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING USED WITH THE MINIMUM 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH AS PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHER OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER PERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THAT OF THE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2) FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER OR DESIGNER. SPECIFIED ON THESE PLANS. FOLLOW THE MOST STRINGENT SHEATHING .131x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES. H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE THICKNESS REQUIREMENT. IF ROOF SHEATHING THICKNESS REQUIRED EXCEEDS L. PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT PRIOR TO COMMENCING WORK. 15/32", USE 10d RING -SHANK NAILS. LOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE 2. ALL SHEATHING TO BE APA OR TECO RATED. BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2 W ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT 3. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS. BELOW. I. EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/ 2x SOLID MATERIAL. 6" SC35 J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE S. NOMINAL PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS: (1) 2x4 S.G. SPF psi AT 28 DAYS. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: MAX. • CONCRETE CAST AGAINST EARTH - 3„ TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION a. 7/16" ------ .437" THICKNESS - 24/16 SPAN RATING DIAGONAL BRACE FROM • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 11/2" D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY • INTERIOR SLABS, WALLS - 3/41'. ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.CONTINUOUS b. 15%32" ------ .469" THICKNESS - 32/16 SPAN RATING LATERAL BRACE TO UNDERSIDE OF E. BETWEEN 8"-11". 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. K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING TRUSS TOP CHORD. REINFORCING SHALL BE 25" FOR #5 BARS AND 20" FOR #4 BARS. ALL 90' HOOKS FOR #5 BARS. ALL 90' HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT d. 23/32" ------ .719" THICKNESS - 48/24 SPAN RATINGi APPLY OVER MIN. (3) G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. J. T -BRACE H. L. PARTS DURING ERECTION. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY D. ATTACH ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNER POSTS, TRUSSES @EACH END OF CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES 45* TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND FASTENED TO WEB w/ .131x3" @ 6" SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE ETC. INCLUDING MULTI -PLY STUD MEMBERS AS FOLLOWS: EACH CONTINUOUS MAX. 0/C. T -BRACE TO AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE 1. 2x4 POST - (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF LATERAL BRACE LINE AND BE SAME SIZE, i I STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. CENTERLINE OF POST. Cl MAX. 20' INTERVALS SPECIES AND ' 2. 2x6 POST - (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD EDGE. BETWEEN ENDS. GRADE AS WEB TO I I 3. 2x8 POST - (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) 2x4 S.G. SPF LATERAL BE BRACED. i FOUNDATION: ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. " BRACE. QUANTITY AND I 1 E. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 2 o/c OR LOCATION PER TRUSS A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3 ENGINEERING. RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS SPECIFIED.VERLAP F. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE A5 `� SPLICES OVER 6" PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF MIN. (2) TRUSSES. MAX. � COMPLETION. THE DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT INDICATED IN FBC TABLE 2304.9.1. RESULTING FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE G. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" - OPTION 1- - OPTION 2 - EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM b. 10d - .148"x3" d. 16d - .162"x3-1/2" CONTINUOUS LATERAL BRACING INDIVIDUAL WEB BRACING MAY BE USED AT THE DISCRETION OF THE BUILDING CONTRACTOR AND/OR H. FASTENERS USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PER FBC BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN 1506.5 (NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS). S REPORT THE E 0 R DOES NOT I USE OF TETRA GRIP (113"X2-3/8") NAILS TO FASTEN FLOOR SHEATHING IS ALLOWED 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 OTi-ERWISE. D. HEX NUTS AND C01_ PLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS CAPACITY OF THE SHALL BE LOW CAR �'',ON STEEL AND MEET OR EXCEED THE C CORRESPONDING x-.36, 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 A563 GRADE DH. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER' SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES ABOVE ABOVE ABOVE L3x3x1/4 6'-0" 4'-6" 3'-0" - - - L4x3x1/4 � 81-011 6-011 41-611 i -- LSx3-1/2x5/16 10- '-0- 4- " 8'-0" 6'-0 - - - L6x3-1/2x5/16 14'-0" ! 9'-6" 7'-0" 2-60-1/2x5/16 20'-0" 12'-0" 9'-6" NOTES: a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". j b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. c. CONTACT THIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN. ATR BM CL CLG THE ABSENCE OFA GEOTECHNICAL ENGIN, ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO STRUCTURAL CMU AS NOTED BASED ON ESR -3071 DATED DECEMBER 2015. -'--DEAD DSW4 DSW3 E.O.R. EXT. OR AESTHETIC DAMAGE TO THE STRUCTURE. FID FDD FR FRD G38 HDR B. DESIGN HAS BEEN BASED ON A NON -EXPANSIVE SOIL WITH AN ALLOWABLE SOIL CORROSION/DECAY RESISTANCE: 012 BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf (LEVEL BACK SLOPE). NOTIFY O/C OPT. THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN PSI PSF NON -CONFORMING CONDITIONS ARE FOUND TO EXIST. PRESERVATIVE TREATED / PRESSURE TREATED (TREATED FOR OUTDOOR USE) DIRECT GROUND CONTACT TO BE PRESERVATIVE -TREATED WOOD CONFORMING TO C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION GREEN QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE ORANGE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE AWPA STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITH RAISED STRUCTURAL COMPOSITE LUMBER (LSL, LVL, PSL) AND SLABS SHALL BE 2500 psi @ 28 DAYS. STUD GRADE SALT OR BRACKISH WATER). D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. B. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE SW4 EXPOSED TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BE SW3 WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR SWSI PRESERVATIVE -TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 - TD SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. TYP. USE CATEGORY UC3A. w/ EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT C. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR CS18 MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM CS18-200 MASONRY TO CONFORM TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC1. CS16 COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY D. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT A MST 12 _ SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF HTT4 WITH PRESERVATIVE TREATED MATERIALS SHALL BE Z -MAX COATED, HOT DIPPED (18) .162 x 2-1/2 THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE 5/8 x 12 ATR I GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR MSTA24 ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD NAILS COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANY MSTA36 FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. MS36 MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. _ MST_60 DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D mw W THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA 1557) FOR A DEPTH OF AT LEAST TWO FEET (2') BELOW THE BOTTOM OF THE SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND SP1 FOOTING. 113 CONNECTORS. G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE E. STAINLESS STEEL AND ZINC -PLATED FASTENERS AND CONNECTORS MAY NOT BE DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS Z COMBINED. USE ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLY SP2 SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED $ AT EDGES AND ENDS IN ZINC -PLATED FASTENERS WITH ZINC -PLATED CONNECTORS. CONFORMANCE WITH ASTM -A 185, OR FIBER MESH REINFORCEMENT SHALL BE F. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL SSP USED WITH THE MINIMUM 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH AS PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR W 116. Q APPLICATIONS IS NECESSARY FOR CONTINUED, LONG-TERM PERFORMANCE. H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER ko DSP U UJ (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST MASONRY: 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 1557). FILL SHALL BE 0y/ TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402 W PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. SPH4/6/8 MASONRY BUILDING CODE. I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING SC35 OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500 LTP4 CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM J. psi AT 28 DAYS. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). • CONCRETE CAST AGAINST EARTH - 3„ C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 11/2" D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY • INTERIOR SLABS, WALLS - 3/41'. COMPRESSIVE STRENGTH OF 3000 psi_ GROUT SHALL BE MIXED TO PROVIDE A SLUMP L REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL E. BETWEEN 8"-11". 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 FOR #5 BARS. ALL 90' HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. UNLESS 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„ TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND APPLICATION OF ACI 301, "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 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 OTi-ERWISE. D. HEX NUTS AND C01_ PLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS CAPACITY OF THE SHALL BE LOW CAR �'',ON STEEL AND MEET OR EXCEED THE C CORRESPONDING x-.36, 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 A563 GRADE DH. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER' SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES ABOVE ABOVE ABOVE L3x3x1/4 6'-0" 4'-6" 3'-0" - - - L4x3x1/4 � 81-011 6-011 41-611 i -- LSx3-1/2x5/16 10- '-0- 4- " 8'-0" 6'-0 - - - L6x3-1/2x5/16 14'-0" ! 9'-6" 7'-0" 2-60-1/2x5/16 20'-0" 12'-0" 9'-6" NOTES: a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". j b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. c. CONTACT THIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN. ATR BM CL CLG ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE BEAM CENTERLINE CEILING CONCRETE MASONRY UNIT 1 CONTINUOUS COVER SHEET LOAD DOUBLE SIDED SW4 SHEAR WALL - SEE FR PAGES DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES ENGINEER OF RECORD EXTERIOR FLORIDA BUILDING CODE FOUNDATION SHEET FOUNDATION DETAIL SHEET FRAMING SHEET FRAMING DETAIL SHEET SHEAR WALL HOLD DOWN - SEE TD PAGES HEADER INTERIOR LIVE LOAD MAXIMUM MINIMUM SHEAR WALL HOLD DOWN - SEE TD PAGES SHEAR WALL HOLD DOWN - SEE TD PAGES ON CENTER OPTIONAL ORIENTED STRAND BOARD CMU CONT. CS DL -'--DEAD DSW4 DSW3 E.O.R. EXT. FBC FID FDD FR FRD G38 HDR INT. LL MAX. MIN. 012 058 O/C OPT. OSB PCF POUNDS PER CUBIC FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PSI PSF PT PRESERVATIVE TREATED / PRESSURE TREATED (TREATED FOR OUTDOOR USE) QTB BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE QTG QTO GREEN QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE ORANGE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE RSD SCL RAISED STRUCTURAL COMPOSITE LUMBER (LSL, LVL, PSL) SG STUD GRADE SPF GRADE #2 SPRUCE PINE FIR SS STAINLESS STEEL _ SHEAR WALL- SEE FR PAGES SW6HP SW6 SHEAR WALL- SEE FR PAGES SW4 SHEAR WALL - SEE FR PAGES SW3 SHEAR WALL- SEE FIR PAGES SHEAR WALL -SEE FR PAGES GRADE #2 SOUTHERN YELLOW PINE TIE DOWN SHEET TIE DOWN DETAIL SHEET TYPICAL UNLESS NOTED OTHERWISE WITH I WITHOUT ED WIRE MESH/FABRIC SHEAR WALL HOLD DOWN - SEE TD PAGES SWSI SYP TD TDD TYP. U.N.O. w/ w/o WWM/F X58 ABBREVIATIONS HOLD DOWN CONNECTOR SCHEDULE 1, 2, 3, 4, s, 6 z Lu FASTENERS z H2.5 (AorT) RT7A OR RT7 0 0, 0 a z I ATTACHMENT - TO CONCRETE FOUNDATION _ FLAT Ln D LuATTACHMENT TO WOOD POST - --- ( INTERIOR WALL -- - -.T..---- MONO SLAB @ - i STEMWALL @ "' <[ 60 (no slab edge) ! EXTERIOR WALL EXTERIOR WALL I 3j8" " x 4 ATR 60 15 (10) x 3" n n I 3/8 x 6 ATR 3/8" x bn ATR LTT20B N/A .148" 1 NAILS -OR- 3/8"x6" TITEN HD i -OR- 3/8"x6" TITEN HDi -OR- 3/8"x6" TITEN HD * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR (30) 16d SINKER x 3-1/4 TO PLATE/POST (8) 1/4"" x1-1/2„ 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR - DTT2Z N/A SDS SCREWS -OR- 3/8"x6" TITEN HD; -OR- 3/8"x6" TITEN HD -OR- 3/8"x6" TITEN HD CS20-250 (8) 8d OR (7) 10d COMMON x 1-1/2" j END CS18 RS200 CS18-200 (11) 8d OR (9) 10d COMMON x 1-1/2" / END CS16 RS150 11 I A MST 12 _ MSTAl2 MSA HTT4 HTT4 (18) .162 x 2-1/2 „ 5/8 x 6 ATR 5/8 x 12 ATR I „ 5/8 x 15 ATR MSTA24 MSTA24 NAILS (9) 10d COMMON x 1-1/2"/ END MSTA36 MSTA36 HTTS 1 HTT5 ((26) .162 x 2-1/2" 1 NAILS HDQ8 UPHD8 1 (20) 1/4" x 3° SDS SCREWS 5/8" x 6" ATR 11, 5/8" x 12" ATR 1 5/8" x 15" ATR 7/8" x 8" ATR HDU14 jUPHD14 (36) 1/4"x2-1/2" i 1" x 10" ATR SDS SCREWS 7/8" x 16" ATR 1" x 18" ATR 7/8" x 16" ATR 1" x 20" ATR HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON CONNECTOR USP ALTERNATIVE QT ALTERNATIVE i FASTENERS H2.5 (AorT) RT7A OR RT7 HA4 I FMFF006 ; 1 (5) 8d COMMON x 1-1/2" / END N/A (5) 10d COMMON x 1-1/2" / END SDWC15600 H8 RT8A MTS12 MTW12- FLAT - - (7) 10d COMMON x 1-1/2" /END HTS20 HTW20 15 (12) 10d COMMON x 1-1/2" / END (16) 16d SINKER x 3-1/4" TO TRUSS LGT2 LUGT2 60 (14) 16d SINKER x 3-1/4" TO PLATE/POST LGT3 (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS LUGT3 60 15 L/360 L/240 (26) 16d SINKER x 3-1/4 TO PLATE/POST 20 - L/360 (16) 1/4"0" SDS SCREWS TO TRUSS LGT4 LUGT4 * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR (30) 16d SINKER x 3-1/4 TO PLATE/POST L/240 WALL (BRITTLE FINISH) ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. CS22 RS300 CS20-250 (7) 8d OR (6)10d COMMON x 1-1/2" j END CS20 RS250 CS20-250 (8) 8d OR (7) 10d COMMON x 1-1/2" j END CS18 RS200 CS18-200 (11) 8d OR (9) 10d COMMON x 1-1/2" / END CS16 RS150 CS16-150 (16) 8d OR (14) 10d COMMON x 1-1/2" / END A MST 12 _ MSTAl2 MSA LS12 � 1 - S Od COMMON x 1 1 2 END O / / MSTA18 MSTA18 MS24 (7) 10d COMMON x 1-1/2" / END MSTA24 MSTA24 MS24 (9) 10d COMMON x 1-1/2"/ END MSTA36 MSTA36 MS36 (13) 10d COMMON x 1-1/2"/END MST48 KST248 i (25) 16d COMMON x 3-1/2„/ END _ MST_60 KTS260 mw W (34) 16d COMMON x 3-1/2" / END (6) 10d COMMON x 3" TO STUD SP1 SPT22 113 (4) 10d COMMON x 3" TO PLATE U) ----------- ----- - O� Z (6) 10d COMMON x 3" TO STUD SP2 SPT24 (6) 10d COMMON x 3" TO PLATE 0 J ) 10d COMMON x 1-1/2" TO STUD SSP (3) 10d COMMON x 1-1/2" TO DOUBLE PLATE W Z- Q (1) 10d COMMON x 1-1/2" TO SINGLE PLATE (8) 10d COMMON x 1-1/2" TO STUD L.1.. ko DSP U UJ (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE N (2) 10d COMMON x 1-1/2" TO SINGLE PLATE 0y/ (9) 10d COMMON x 1-1/2" TO STUD TSP LFTA6 W i (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE SPH4/6/8 SPTH4/6/8 0� (12) 10d COMMON x 1-1/2" TOTAL A34 MP34 SC35 (8) 8d COMMON x 1-1/2" TOTAL LTP4 MP4F SC35F - (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS HIP ROOF - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. Ell Y 1 MAIN ROOF BODY J FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF L 4" o/c NAILING TO -j WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. 4' TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERAL DESIGN CRITERIA BUILDING CODE 2017FBC- RESIDENTIAL WIND DESIGN CRITERIA DESIGN GUIDE ASCE 7-10 WIND SPEED (VOLT) 130 mph WIND SPEED (VA=o) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT < 30' r SOLID SAWN MEMBER DESIGN CRITERIA USE L.L. D.L. L.L.® T.L.A ROOF' (METAL) 20 3 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 - FLOOR (GAME ROOMS) 60 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) 105 * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR L/360 L/240 WALL (BRITTLE FINISH) ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. L/360 MAX. 16 o/c. WALL (FLEXIBLE FINISH) E1/180 i ~ U' Q F.. = v a. ROOF MEMBERS HAVE NOT BEEN DESIGNED TO SUPPORT PHOTOVOLTAIC (SOLAR PANEL) SYSTEMS. TRUSS MEMBER DESIGN CRITERIA MEMBER L.L. D. L. L.L. T.L. N (-) M (-) WINDOWS DOORS WALLS 0-20 25.6 27.7 ROOFTOP CHORD(METAL) 20 3 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 0 S SH ALL BE DESIGNED FOR THERE R G ATE OF ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. c. INCREASEAM G E ROOM LIVE LOADING TO0 fA 6 psf AND SPACE TRUSSES @ MAX. 16 o/c. d. TRUSSES HAVE NOT BEEN DESIGNED TO SUPPORT PHOTOVOLTAIC (SOLAR PANEL) SYSTEMS. II WIND-BORNE DEBRIS CLASSIFICATION NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES SURFACE OPENING SIZE OR TRIBUTARY AREA IN SQUARE FEET INTERIOR ZONES END ZONES N (-) M (-) WINDOWS DOORS WALLS 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 51-100 23.0 25.1 23.0 29.0 101-200 21.7 23.8 21.7 26.7 201-500 20.6 22.8 1 20.6 1 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITS ALL 25.6 1 27.7 1 25.6 34.2 VERSION 5.1 GOD WE TRUSI=j MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J14576 REVISION BP#�&� / R -03S2 DATE_- .`3 -/-7F� SIGNED W 0F1 IC .a., I"Y'OPY DESIGNED BY: BAMS DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 *0.0% III A'...114i►U 1�� .`.%Iro P STATE T 0 R ONA;,��``�� 1 2/6/1 8 J U NJ U i.f. C S; W Z 0 c Q(1 W !w' U ® W i ~ U' Q F.. = v U �0 W a T •L Z !_�-w W U car, U W W O UJ mw W W U 113 0 U) �-- O� Z �- WQ M rn 0 J 0- -71-1 Z W W Z- Q J L.1.. ko Q U UJ N m 0y/ zQW W Q>i 0� 0 ._.I ::1 ❑ 0 1ILOC] DESIGNED BY: BAMS DRAWN BY: TPM CHECKED BY: BAM SHEET c S PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 *0.0% III A'...114i►U 1�� .`.%Iro P STATE T 0 R ONA;,��``�� 1 2/6/1 8 FOUNDATION PLAN SCALE: 1/4"=1'-0" El -- I� 2 -- – — ------------ ------------------------------------------------------ - --, --- ----- EMBEDS REQUIRED 30"x307x16" t , I I SEE DETAIL 5/FDD. I III I I j I w/ 3-#4/#5's L4 _ BOTH WAYS I I j I I I I I I I I SEE DETAIL 6/FDD ' I I I I I I I 3 @ GARAGE DOOR III I I I OPENING , I II I ;I I I I I I 30"x60"x16" - N w/ 3-#4/#5'S ( 1 LONG WAYS 'E I EMBEDS REQUIRED I I ( t I I I & 6-#4/#5s l SEE DETAIL 5/FDD. ' I _ ___ L`— _ --- _ I SHORT WAYS I II L— tI ( II I SEE DETAIL 6/FDD t 3 @ GARAGE DOOR , Ll I I �I I( I 1 I OPENING 13'-81/2" ( X24"x24"x16" 4'-7" 1 I I I "" Iw/ 3-#4/#5's x16 I i I t 30"x30 I JBOTH WAYS I t I L- _ _ — _ — _ — — — — _ I , I w/ 3-#4/#5'sEMBEDS REQUIRED BOTH WAYS I I i — SIEIE DETAIL 5/FDD. ILl - 4 L -------- � --_� —, 0o I 30"x30"x16" p I I I 1 w/ 3-#4/#5's BOTH WAYS I , L------ -- 20"x20"x16" -- -- _ _- - w/ 244/#5's BOTH WAYS I I I I I I I I I 11-7 II N I I II I I I, zo If I, I I 20"x20"x16„ (- cry F J— I I i I 7 8 I L- W/2 2-#4/#5's I I I I I I I BOTH WAYS I i I I I L _ - - - - _— J I I — L _ _ J 24"x24"x16 r- — — — t I I I F 36"x36"x16" w/ 3-#4/#5's T i i I I w/ 4-#4/#5's BOTH WAYS I t I N BOTH WAYS m 1 I I � IrF � 30"x30"x16" � , I j I II 24"x24"x16" I j l I I w/ 3-#4/#5's I I I t mow/ 3-#4/#5's I I N BOTH WAYS BOTH WAYS — -----_J I L------------- — ��-------------� —-- ------ -------J 1 I --------- ------------- L------------------------- ------------------------------------- — — -- — -------------- _t --------------- [! 1 NOTE: THIS PLAN IS TO BE USED FOR NOTES: STRUCTURAL FOUNDATION REQUIREMENTS O REFER TO DETAIL AND INTERIOR BEARING FOOTING 1/FDD FOR ALL LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PLAN FOR SLAB DIMENSIONS. FOOTINGS. 1 2 H ® REFER TO DETAIL 2/FDD ALL FLATWORK CONTAINED WITHIN THE BEARING FOOTINGS ® SAWCUT FLAT WORK IN 15'x15` () CERTAIN EMBED STRAPS © FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR FOR ALL EXTERIOR PERIMETER FOOTINGS SHOWN TO BE A 4" CONIC. SLAB REINFORCED W/ EITHER 6x6 10/1.0 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER GRID, 1" DEEP WHILE CONCRETE REQUIRE ADDITIONAL IS WORKABLE (WITHIN 12 FOUNDATION FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE PENETRATION. FOR CHASE PENETRATIONS OF WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. SEE SHEET FDD FOR FOUNDATION DETAILS MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J14576 A B REVD"' 9 OFFICE CO W J U uJrrnn LL� r w Z ❑ ❑ w T U U 7 G 1 ❑ U w � Q O Lo m W Lo U U W 0� rrnn En OY r Z \ / J a. w oLJazZ Q In Z 1� <j � � ❑ ❑ — LL W Q N U Q m J 0 Q'--Z<Z w Q > n ❑ —J:3 ❑ (� I IL 0 LL PRIOR VERSION DATES SHEET FD 1 PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 �� tilliiilii �� N A. MU !,o. �� yp. .... •, R �� Q-� .•'�G E N 4010 STAT OF O 4 p R 3-13N AC 1 2/6/1 8 OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. MIN. WIDTH = 6". G VARIES MAX. 20" OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. MAX HEIGHT = 8". ,I OPTIONAL PEDESTAL DETAIL timmititim CONTINUOUS 8" FOOTING—" PAD FOOTING SHOWN BEYOND w/(1) #4 or #5 CONT. FOR BEARING POSTS. SEE PLAN FOR SIZE AND LOCATION. ONOLITHIC PORCH EDGE DETAIL OPTIONAL CONCRETE SILL TO BE BUILT UP TO FINISH FLOOR CENTER FOOTING ON LOAD ELEVATION CENTER OF BEARING WALL ABOVE. (MAX HEIGHT = 4" FOR 4" WIDTH) 4� WALL ABOVE. MAX HEIGHT = 8" FOR 6" WIDTH) ( VARIES, SEE ARCH. r I 45° a - =III 12" MIN.!I_I ° til ili ,il ail= g""�1112" MIN. ° --ii 45 i45 = 171 ,:j I--CONTINUOUS FOOTING AS FOLLOWS: 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 MONOLITHIC BEARING STEP DOWN DETAIL 8" MIN. 20" MAX. GRADE li -=1 Ii - -1,II- III -11112`' MIN fl OPTIONAL 8"x8" BRICK LEDGE w/ (1) #4 OR #5 CONTINUOUS. CONCRETE CURB TO BE BUILT UP TO FINISH FLOOR ELEVATION (MAX HEIGHT = 4” FOR 4" WIDTH) (MAX HEIGHT = 8" FOR 6" WIDTH) r-- 4" CONCRETE SLAB a 4 a � a a � a 45° I I I� 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 GR 4" CONCRETE SLAB OPTIONAL 8"x8" BRICK LEDGE W/ (1) #4 OR #5 CONTINUOUS. 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 M O N O L T H ��O'P'T�IONS: OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 �-/ OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 STEMWALL DETAIL 4 OPTIONS`. STEMWALL DETAIL 3 OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. MIN. WIDTH = 6". OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. MAX HEIGHT = 8". HEADER COURSE w/ II �- CHAIR BLOCK w/ (1) #4 4" CONCRETE SLAB (1) #4 OR #5 CONT. 4" CONCRETE SLAB II �_•� OR #5 CONT. 8" CMU w/ #4 OR #5 VERTICALS @ EACH MAX PROJECTION OF CMU II _ _ CORNER, EACH SIDE OF EACH FOOTING ABOVE SLAB = 16" S II VARIES, SEE ARCH. _-_- ELEVATION CHANGE AND 48" o/c I _ CHAIR BLOCK w/ (1) #4 -1, „ „ T THEREAFTER. BEND MIN. 12 INTO HEADER 4 CONCRETE SLAB OR #5 CONT. II - „ - J 8 CMU w #4 OR #5 VERTICALS @ la II I I ,_ � 8" CMU w/ #4 OR #5 VERTICALS @ _•_,� --1 II COURSE. GROUT REINFORCED CELLS SOLID. II — EACH CORNER, EACH SIDE OF EACH E EACH CORNER, EACH SIDE OF EACH _- FOOTING ELEVATION CHANGE AND yl FOOTING ELEVATION CHANGE AND -- M PEDES TAL DETAIL I! I I L-' I i, Ir 1 I! 48" o c THEREAFTER. BEND MIN. GRADE - I I_i GRADE - _' uu I I' i!' II f 1 48" o/c THEREAFTER. BEND MIN. III- II OPTIONAL-! ! I„ , / j 12„ 12 , -� 12 INTO SLAB. GROUT - !', , _-�j I,, I.= -I' - - -i 12" INTO SLAB. GROUT W REINFORCED CELLS SOLID.-_• - -' 1 IL-IIIMIN.10 it N ! I_ I I- = I � I � � � � �-�' �, MI I I � REINFORCED CELLS SOLID. 11—.I II:I SEE DETAIL 1-STEMWALL _ 1 I_ (I l= ! FOR WALL REQUIREMENTS °�� I� CONTINUOUS STRIP FOOTING AS FOLLOWS: - PAD FOOTING SHOWN -i �1 I I CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: _ J BEYOND FOR POSTS. 1 -STORY: 16" WIDE w/ (2) #4 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 L p II I I 1-1. 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 SEE PLAN FOR SIZE AND i— GRADE _ - II III I I I I i- LOCATION_ . (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) 12 a J I I-1 MIN. 10"! =1_I_I 1=1 FOLLOW DETAIL 1-STEMWALL REQUIREMENTS STEMWALL PORCH EDGE DETAIL (MAX. 5 COURSES) STEMWALL BEARING STEP DOWN DETAIL STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) STEMWALL DETAIL (MAX. 5 EXPOSED COURSES) 4 OPTIONS: MONOLITHIC DETAIL 3 OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 OPTIONS: MONOLITHIC DETAIL 4 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES STEP 45° -= �—li� r I 11 IiL— I_I Ii= --1 ISTEP + 2" SLOPE FOR DRAINAGE OR PROVIDE 3/4" RECESS. - �� -rrr-777- T` g° ° 45° II I IL-11! III -11i LII ° =III--�flflill�llllllllll,.,IJLI!12"fili�„ljjlll— LOCATE ONE 24" #4 nD +F[ DCRAD WITL.IIIU 1/2" MIN. EMBEDMENT LINE LOCATE ONE 24" #4 OR #5 REBAR WITHIN HATCHED AREA. LOCATE ONE 24" #4 OR #5 REBAR WITHIN HATCHED AREA. MSTCM40 w/ (14) 1/4"x2-1/4" TITENS CMU/FOOTING ANI 16d SINKERS TO FR" CONTINUOUS FOOTING w/ (1) SHEAR CONE. (1) STHD14 @ EA. END OF WALL. IF _ . #4 or #5 CONT. GARAGE CURB EXCEEDS 8", USE STHDRJW 's END OF ALL MONOLITHIC STEMWALL FOUNDATION STEMWALL FOUNDATION FOUNDATION (UP TO 2 -COURSES) (OVER 2 -COURSES) NON-BEARING STEP DOWN DETAIL THICKENED EDGE'@ GARAGE OPENING EMBED STRAPS) @GARAGE OPENING DETAIL 7 � � DETAIL IS ONLY REQUIRED WWEN SPECIFIED ON PLAN. FINISH FLOOR ELEVATION (1) #4 or #5 CONTINUOUS (1) #4 or #5 CONTINUOUS EXPANSION JOINT @ 3" FROM TOP. 6"MIN. CONCRETE CURB TO BE BUILT UP @ 3" FROM TOP. 4" CONCRETE SLAB ELEVATION OF POOL DECK #4 or #5 VERTICALS @ TO FINISH FLOOR ELEVATION ##4 or #5 VERTICALS @ EACH „ (MAX HEIGHT= 30"). CORNER, EACH SIDE OF ELEVATION �a 48 o/c BEND INTO I a- II FOOTING & LAPPED 6 I 811 MI II- �I �� I 4 CONCRETE SLAB CHANGE & 48 o/c THEREAFTER. I I ' � I_ , II WITH UPPER STEEL. li ° 1 BEND MIN. 12 INTO SLAB. '_ II a II G 48 MAX. �I III �— 4" CONCRETE SLAB POOL DESIGN BY OTHERS n � '77777 GRADE_ _ 45° —� • I !i -11112" MIN. 811 IE ° — - L 45° -111 fit ; IIr �-i1-�II1�I, III III -11_ !I— I� TYPICAL LOAD BEARING i= ' = ! i= 1 I'== 1=i FOOTING, STEMWALL OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR SHOWN, MONOLITHIC LEDGE w/ (1) #4 OR #5 FOOTING AS FOLLOWS: ?yam APPLIES AS WELL. CONTINUOUS. 1 -STORY: 1211 WIDE w/ (2) #4 or (2) #51s 2 2 -STORY: 16 WIDE w/ (3) #4 or (2) #S's TYP. FOOTING IN PROXIMITY TO POOL THIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING IS IN PROXIMITY TO POOL. MONO DETAIL w/ ELEVATED CURB I_! G. GRADE = II! h112" MIN.III� L -! -III_ I_I lil= li OPTIONAL 8'tx8 BRICK CONTINUOUS MONOLITHIC EXTERIOR LEDGE W/ (1) #4 OR #5 FOOTING AS FOLLOWS: CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's ELEVATED MONOLITHIC EXT. FOOTING DETAIL 12" MIN. 45° 11 ;II - 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 INTERIOR BEARING FOOTING DETAIL MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 Iiiii.C.O.A. #26894 - (904) 342-8751 JOB NUMBER J14576 B REYISED OFFICE COP m Z U rrnn c� uJ r W Z 2 ❑ ❑ W = U U 3 = Z ❑U W Iii -Q 0 rn W rn u, u J m 1J D wJ — U Lj w UJr `) W Q ZYVLL'0 W Q 0 nn 7r Z 7 LL Z Z -1 ❑ _ Q J❑ - W Q L] � cN Q G _ 0 Q 'ZQZ W I-' ❑ J ] ❑ O -i a 0 L.L. PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM 00 SHEET FDD PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 `N JA.rrA4tj , *. 010 STATE 40R�O, �� N,A W?�```` 12/6/18 (2)2x -1 3) 6-1 (2)2 6-1 F (2) 6-1 �I IIII Z l O 2 O I Z Lu _ N X -� IIII Z c~i� 0 1 1118 O O 0 n x Lu IIII U o- Z II N U uj Lu _ N cV a U I I 1118 _ Q u ! 1118 N I IIII' r IN I _ I I I 6x6 #2 SYP PT POST _ I @PORCH HDR w/ I I (2) 1- /4"x1]1/4" L L (1) ABU66 @ BASE. f 'if \ - - - - - I ill j\ II N - � I I I I I II III -_ I 6x6 #2 SYP PT POST ! J @ PORCH HDR w/Ln (1) ABU66 @ BASE. I I I II > I I N ! I I x 00 I I ! r 1 - -- __ - FR1 x �I m Fi •-' 6x6 #2 SYP PT POST i v III @ PORCH HDR w/ I III rl ji IIII (1) ABU66 @ BASE. I If I I PI IIRII � I Itl ► it � IIIII N I III I I x I - Iglu N \\ Ir 6x'o 12 SYP PT POST I If f II „ I I I I t IN I II (2) 1- /4 x1 ;1/4 011. @I PORCH HDR w/ ! - - - - - - - - -- I Oi /'BU66 @ BASE. - - - 1I Ii L_ _A I I �L =___ 1 L-----\--------- --J FRAMING PLAN SCALE: 1/4"=1'-0" INTERIOR END ZONES 2x4 #2 SYP RAFTERS @ 2x6 #2 SYP LEDGER 16" o/c. ATTACH TO ATTACHED TO EACH SUB -FASCIA AND LEDGER INTERSECTING w/ (3) .131x3" TOENAILS. STUD/WEB w/ (5) Itill ply .131x3" NAILS. 6/12 ROOF PITCH (MIN.) 2x4 #2 SYP LEDXH I FIELD ATTACHED TO 1iVIND STUD w/ (2) .131x3" /DO( NAILS. 7/16" RATED OSB 1,2 1. MAY BE 7/16" PROVIDED THAT METAL ROOFING 2x4 #2 SYP JOISTS @ APPROVAL. 16" o/c. ATTACH TO 4" / 12" RAFTER w/ (3) .131x3" SW3 NAILS AND TO LEDGER 3" / 12" w/ (3) .131x3" i TOENAILS. 3" / 12" 36" MAX. 11 DOUBLE SIDED SW4 7/16" RATED OSB DETAIL SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB A/FR1 SYP 12'7 1 1 1 2 2 3 1 1 2 3 5 5 NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL (2)2x -1 3) 6-1 (2)2 6-1 F (2) 6-1 �I IIII Z l O 2 O I Z Lu _ N X -� IIII Z c~i� 0 1 1118 O O 0 n x Lu IIII U o- Z II N U uj Lu _ N cV a U I I 1118 _ Q u ! 1118 N I IIII' r IN I _ I I I 6x6 #2 SYP PT POST _ I @PORCH HDR w/ I I (2) 1- /4"x1]1/4" L L (1) ABU66 @ BASE. f 'if \ - - - - - I ill j\ II N - � I I I I I II III -_ I 6x6 #2 SYP PT POST ! J @ PORCH HDR w/Ln (1) ABU66 @ BASE. I I I II > I I N ! I I x 00 I I ! r 1 - -- __ - FR1 x �I m Fi •-' 6x6 #2 SYP PT POST i v III @ PORCH HDR w/ I III rl ji IIII (1) ABU66 @ BASE. I If I I PI IIRII � I Itl ► it � IIIII N I III I I x I - Iglu N \\ Ir 6x'o 12 SYP PT POST I If f II „ I I I I t IN I II (2) 1- /4 x1 ;1/4 011. @I PORCH HDR w/ ! - - - - - - - - -- I Oi /'BU66 @ BASE. - - - 1I Ii L_ _A I I �L =___ 1 L-----\--------- --J FRAMING PLAN SCALE: 1/4"=1'-0" 12 1st F OO R EXTERIOR WALL STUDS ALL EXTERIOR WALLS TO BE FRAMED w/ MIN. 2x6 #2 SPF STUDS @ 16" o/c, U.N.O. SW4 \; --17 \- T (2)2IX12-2 I 2x8 #2 SYP PT JOISTS @- 24" o/c. POCKET INTO EXTERIOR WALL OR ATTACH TO OPTIONAL LEDGER w/ (6) .131x3" TOENAILS. ATTACH EACH JOIST TO HDR w/ (1) SDWC15600. 2ply 2x8 #2 SYP BEAM. ATTACH TO EACH BRACKET BELOW w/ (2) SDWC15600 SCREWS. 1/2"x6" LAG SCREW. BRACKET CUT TO MIN. _ 3.5"x3.5" DIMENSIONS PER ARCHITECTURAL DETAILS. 2x8 #2 SYP PT LEDGER ATTACHED TO EACH STUD OR TO HDR w/ (3) 1/4"x3-1/2" SDS SCREWS. 1/2"x7" LAG SCREW. \ — 4x4 #2 SYP PT BRACKET MEMBERS, 1/2"x7" LAG SCREWS TO WALL POST. 77 -----I--- --- — PERGOLA DETAIL (2)2 -1 I I if FR1 I1 ■ ` N I !� ■ > III ■ X i GARAGE DOOR D.P. jlii +23.0 / -26.6 m IIII IIII fill 1111 - - IIII II;I N UII fill G�DOORi I m II � III III (N iI I fi I II (3)2x-2 l I \ I 100 10 !, c» �V) I I I I I —� '— - -- _ _--_,---------- \ I -------- - 1I — ✓ I I i I I -� 0rq I I I e^r x I E��-�=SEE SHED ROOF N DETAIL A/FR1. ` I I I I I I I.I. LI I I I INTERIOR END ZONES END POST ZONES -1 jl(2)20j1-CONfINUO 7/16" 8d RING SHANK 8d RING SHANK (2)2x6-1 Itill ply *K POS, BETW I FIELD I IEAC I'I 1iVIND o/c /DO( SW6 7/16" RATED OSB 1,2 1. MAY BE 7/16" PROVIDED THAT METAL ROOFING MANUFACTURER ALLOWS PER FLORIDA PRODUCT APPROVAL. 7/16" RATED OSB 1,2 4" / 12" 2ply SW3 7/16" RATED OSB 1,2 3" / 12" 3ply i 7/16" STRUCTURAL 1 RATED OSB ' 3" / 12" 4ply SYP 11 DOUBLE SIDED SW4 7/16" RATED OSB 411/12" SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB 3" / 12" SYP 12'7 1 1 1 2 2 3 1 1 2 3 5 5 NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL INTERIOR OPENINGS. 2. �;� v , v y� Z 3 II' 3. USE WIDTH OF TOTAL OPENING FOR II II -N CONTINUOUS HEADERS. < I I W \ I I I I 12 1st F OO R EXTERIOR WALL STUDS ALL EXTERIOR WALLS TO BE FRAMED w/ MIN. 2x6 #2 SPF STUDS @ 16" o/c, U.N.O. SW4 \; --17 \- T (2)2IX12-2 I 2x8 #2 SYP PT JOISTS @- 24" o/c. POCKET INTO EXTERIOR WALL OR ATTACH TO OPTIONAL LEDGER w/ (6) .131x3" TOENAILS. ATTACH EACH JOIST TO HDR w/ (1) SDWC15600. 2ply 2x8 #2 SYP BEAM. ATTACH TO EACH BRACKET BELOW w/ (2) SDWC15600 SCREWS. 1/2"x6" LAG SCREW. BRACKET CUT TO MIN. _ 3.5"x3.5" DIMENSIONS PER ARCHITECTURAL DETAILS. 2x8 #2 SYP PT LEDGER ATTACHED TO EACH STUD OR TO HDR w/ (3) 1/4"x3-1/2" SDS SCREWS. 1/2"x7" LAG SCREW. \ — 4x4 #2 SYP PT BRACKET MEMBERS, 1/2"x7" LAG SCREWS TO WALL POST. 77 -----I--- --- — PERGOLA DETAIL (2)2 -1 I I if FR1 I1 ■ ` N I !� ■ > III ■ X i GARAGE DOOR D.P. jlii +23.0 / -26.6 m IIII IIII fill 1111 - - IIII II;I N UII fill G�DOORi I m II � III III (N iI I fi I II (3)2x-2 l I \ I 100 10 !, c» �V) I I I I I —� '— - -- _ _--_,---------- \ I -------- - 1I — ✓ I I i I I -� 0rq I I I e^r x I E��-�=SEE SHED ROOF N DETAIL A/FR1. ` I I I I I I I.I. LI I I I 2x PLATE ATTACHED TO EACH INTERSECTING TRUSS OR BLOCKING w/ (2) .131x3" NAILS. PORCH SHEATHING PER PLAN HEADER PER PLAN. 2x WALL STUDS PER PLAN. — 7/16" RATED SHEATHING — ATTACHED TO EACH PLATE (TOP & BOTTOM) w/ 8d NAILS @ 6" o/c. PERPENDICULAR TRUSSES OR BLOCKING PER DETAIL A/FRD. -GYPSUM WALL/CEILING BOARD. 2x WALL STUDS @ 16" o/c 7/16" RATED SHEATHING ATTACHED TO EACH PLATE (INSIDE & OUT) w/ 8d NAILS @ 6" o/c. DETAIL C/FR1 POCKET S.G.D. HDR DETAIL ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS SIZE INTERIOR END ZONES END POST ZONES 7/16" RATED OSB 1,2 SHINGLE 7/16" 8d RING SHANK 8d RING SHANK (2)2x6-1 15/32" EDGE FIELD EDGE I FIELD TILE 15/32" 116" o/c 12" o/c SW6 7/16" RATED OSB 1,2 1. MAY BE 7/16" PROVIDED THAT METAL ROOFING MANUFACTURER ALLOWS PER FLORIDA PRODUCT APPROVAL. 7/16" RATED OSB 1,2 4" / 12" 2ply SW3 7/16" RATED OSB 1,2 3" / 12" 3ply SWS1 7/16" STRUCTURAL 1 RATED OSB ' 3" / 12" 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB 411/12" SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB 3" / 12" SYP 12'7 1 1 1 2 2 3 1 1 2 3 5 5 NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL INTERIOR OPENINGS. 2. �;� v , v y� Z 3 SOLID TO ADJACENT EXTERIOR WALL CORNER. 3. USE WIDTH OF TOTAL OPENING FOR 00 o CONTINUOUS HEADERS. ❑ ❑ W I U Ll Z ❑ U w ul ul �71W m W I U U 0 rrnn UJ O LL— F- zZ z W Qco F Q (� -ja'ZJ cn I Q -� ❑ I Li k0 o U L9 - - -- - - - - - � �--• I W - I N 2ply 2 I POST��/j ❑ z � w @ GIRDER. III D `LU o L — GIRE ' z LII DO 1_. O I I i ! \ N N d = III If Z 1— Lu I I I II — "' a N N III ■0 ■ , O Z I I cn III ■ `� V I f \! 2x6-1 � 00 ._j III (2)2x6-1 III ■ ■ N N �? Q = a Q L__ x i u N ■ ca --- — = — SW6 2x PLATE ATTACHED TO EACH INTERSECTING TRUSS OR BLOCKING w/ (2) .131x3" NAILS. PORCH SHEATHING PER PLAN HEADER PER PLAN. 2x WALL STUDS PER PLAN. — 7/16" RATED SHEATHING — ATTACHED TO EACH PLATE (TOP & BOTTOM) w/ 8d NAILS @ 6" o/c. PERPENDICULAR TRUSSES OR BLOCKING PER DETAIL A/FRD. -GYPSUM WALL/CEILING BOARD. 2x WALL STUDS @ 16" o/c 7/16" RATED SHEATHING ATTACHED TO EACH PLATE (INSIDE & OUT) w/ 8d NAILS @ 6" o/c. DETAIL C/FR1 POCKET S.G.D. HDR DETAIL ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS SIZE INTERIOR END ZONES END POST ZONES 7/16" RATED OSB 1,2 SHINGLE 7/16" 8d RING SHANK 8d RING SHANK METALI 15/32" EDGE FIELD EDGE I FIELD TILE 15/32" 116" o/c 12" o/c SW6 7/16" RATED OSB 1,2 1. MAY BE 7/16" PROVIDED THAT METAL ROOFING MANUFACTURER ALLOWS PER FLORIDA PRODUCT APPROVAL. WALL SHEATHING ALL SHEATHED WALLS TO BE TIED 0_ ROOF/FLOOR SYSTEM ABOVE PER DETAIL A/FRD (ROOF) OR B/FRD (FLOOR). SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF - --_- SHEAR WALL. REFER TO HOLD TYPICAL DOWN SCHEDULE (TD PAGES) SHEARW L FOR HOLD DOWN OPTIONS, I LL CALLOUT --- - - -- - ID SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB 1,2 6" / 12" 1ply 5/16" HARDI-PANEL 6" / 6" 3/8" SMARTSIDEz 6" / 6" SW6HP 7/16" RATED OSB 1,2 6" / 12" 1ply 5/16" HARDI-PANELz 6" / 6" 3/8" SMARTSIDE2 411/611 SW6 7/16" RATED OSB 1,2 6" / 12" 2ply SW4 7/16" RATED OSB 1,2 4" / 12" 2ply SW3 7/16" RATED OSB 1,2 3" / 12" 3ply SWS1 7/16" STRUCTURAL 1 RATED OSB ' 3" / 12" 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB 411/12" SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB 3" / 12" SYP NOTES: 1. EXTERIOR STUCCO FINISH REQUIRES ONE: a. 7/16" SHEATHING GRADE ORIENTED WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS. b. 15/32" SHEATHING GRADE. c. 7/16" STRUCTURAL 1 GRADE. 2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c STUDS REQUIRE THE WALL SHEATHING or 15/32" OSB) TO BE INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STUDS. HARDI-PANEL AND SMARTSIDE NOT ALLOWED WITH 24" o/c FRAMING. STUD WALL LEGEND . = 2x4 #2 SPF @ 16" o/c. = 2x4 #2 SPF @ 12" o/c. ® = 2x6 #2 SPF @ 24" Ill ®= 2x6 #2 SPF @ 16" o/c. ®= 2x8 #2 SPF @ 16" o/c. ®= OTHER, SEE PLAN 1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL SHEATHING SCHEDULE. HEADERS KING STUDS # OF PLIES REFER TO SCHEDULE BELOW (2)2x6-1/*-* FOR KING STUDS, PLATE U.N.O. NOMINAL SIZE OF RAISED HDR IF HEADER (#2 SYP, U.N.O.) LABELED "RSD". NUMBER OF JACK CONTINUOUS IF STUDS EACH SIDE LABELED "CONT". END -ZONES KING STUDS DIMENSIONED INDICATE WALL MAX. OPENING WIDTH N PLATE NON -STUCCO FINISH STUCCO FINISH 4'-5" 76 1 HT 4' 6' 8' 12' 16' 18' 4' 6' 8' 12' 1t6l8'7 INTERIOR -ZONE PRESSURES FOR ■ 1 1 1 2 2 3 1 2 2 4 9'7 1 1 2 3 4 4- - - - x 10'7 1 2 2 4 5 - - - N 12' 7 8'R 1 1 1 1 1 111 1 1 1 1 1 1 9'7 1 1 1 1 1 1 1 1 1 1 2 2 10'7 1 1 1 1 2 2 1 1 1 2 2 3 ^' 12'7 1 1 1 2 2 3 1 1 2 3 5 5 NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL INTERIOR OPENINGS. 2. STUD COUNT MAY BE REDUCED IF FRAMED Z SOLID TO ADJACENT EXTERIOR WALL CORNER. 3. USE WIDTH OF TOTAL OPENING FOR CONTINUOUS HEADERS. END -ZONES CORNERS IDENTIFIED & DIMENSIONED INDICATE WALL SEGMENTS WHERE END -ZONE ■ ■ ■ PRESSURES SHALL APPLY TO i COMPONENTS & CLADDING. ALL 4'-5" ■ OTHER AREAS MAY USE INTERIOR -ZONE PRESSURES FOR ■ COMPONENTS & CLADDING. MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J14576 A B REVISES OFFICE CO W U N� LL En LTJ Z 2 ❑ ❑ W I U Ll Z ❑ U w ul ul �71W m W U U 0 rrnn UJ O LL— F- zZ z W Qco F Q (� -ja'ZJ ]�a _ Q -� ❑ Li k0 Q U L9 M N J Z �--• Z W Q>Q LL ❑ 01 PRIOR VERSION DATES 1 0/1 6/1 8 DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET FR 1 PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 `01%ti n i fill/, �� N A. AWU -1�, .-tp.�,•.. R ., *'\G E N SF•' Q'9� No 64010 •' ,,' ST ATE O '' O *..4..0 It9/ ,fjilON,A; 12/6/18 (2) CS16': FROM WALL - CORNER ONTO WINDOW HEADER MIN 16". FILL ALL NAIL HOLES. ATTACH WALL SHEATHING TO EACH SIDE OF WALL w/ 3'b/c EDGE / 12"o/c FIELD 8d NAILING. (2) CS16's FROM WALL - CORNER ONTO WINDOW SILL MIN 16". FILL ALL NAIL HOLES. SWX PLACE HEADER @ TOP OF OPENING OR PROVIDE 2ply 2x HEAD PLATE @ TOP OF OPENING FOR COIL STRAPPING. - 2ply 2x @ - HEADER/HEAD PLATE HEIGHT 2ply 2x @ SILL HEIGHT 2ply 2x SILL -(2) CS16's FROM WALL CORNER ONTO WINDOW HEADER MIN 16". FILL ALL NAIL HOLES. SWX DETAIL D/FR2: SWX DETAIL ATTACH WALL SHEATHING TO EACH SIDE OF WALL w/ 3"o/c EDGE / 12"o/c FIELD 8d NAILING. - (2) CS16's FROM WALL CORNER ONTO WINDOW SILL MIN 16". FILL ALL NAIL HOLES. EXTERIOR WALL STUDS ALL EXTERIOR WALLS TO BE FRAMED w/ MIN. 2x6 #2 SPF STUDS @ 16" o/c, U.N.O. NOTE: RAFTER SCAB ;HANG PER DETAIL N/FRD. A/BRACKETS BELOW ARE NON-STRUCTURAL. NOTE: HEADER TO RUN CONTINUOUS TO END POST. ,TE: BRACKETS @ TOWER ARE STRUCTURAL, TYP. ROOF SHEATHING PANELTO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS SIZE I TERIOSR 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID END ZONES SHINGLE 7J16" 8d RING SHANK 8d RING SHANK METAL' 15/32" DGE FIELD EDGE FIELD TILE 15/32" 16"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. WALL SHEATHING ALL SHEATHED WALLS TO BE TIED IN TO ROOF/FLOOR SYSTEM ABOVE PER DETAIL A/FRD (ROOF) OR B/FRD (FLOOR). SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD AL DOWN SCHEDULE (TD PAGES) 5HEA TYPICAL ALL FOR HOLD DOWN OPTIONS. CALLOUT ID SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB 1,2 6" / 12" 1ply 5/16" HARDI-PANELZ 611/611 3/8" SMARTSIDE2 611/611 SW6HP 7/16" RATED OSW" 6" / 12" 1ply 5/16" HARDI-PANELZ 6" / 6" 3/8" SMARTSIDE2 411/611 SW6 7/16" RATED OSB 1'2 6" / 12" 2ply SW4 7/16" RATED OSB i'2 4" / 12" 2ply SW3 7/16" RATED OSB 12 3" / 12" 3ply SWS1 7/16" STRUCTURAL 1 RATED OSB 1,2 3" / 12" 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB 411/1211 4ply SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB „ / 3 12„ 5ply SYP NUILS: 1. EXTERIOR STUCCO FINISH REQUIRES ONE: a. 7/16” SHEATHING GRADE ORIENTED WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS. b. 15/32" SHEATHING GRADE. c. 7/16" STRUCTURAL 1 GRADE. 2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c STUDS REQUIRE THE WALL SHEATHING (7/16" or 15/32" OSB) TO BE INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STUDS. HARDI-PANEL AND SMARTSIDE NOT ALLOWED WITH 24" o/c FRAMING. STUD WALL LEGEND ■ = 2x4 #2 SPF @ 16" o/c. ®= 2x4 #2 SPF @ 12" o/c. ®= 2x6 #2 SPF @ 24" o/c.1 ®= 2x6 #2 SPF @ 16" o/c. ®= 2x8 #2 SPF @ 16" o/c. ® =OTHER, SEE PLAN NUMBER OF JACK 1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL SHEATHING SCHEDULE. HEADERS # OF PLIES — REFER TO SCHEDULE BELOW (2)2x6-1/*-* FOR KING STUDS, MAX. OPENING WIDTH U.N.O. NOMINAL SIZE OF RAISED HDR IF HEADER (#2 SYP, U.N.O.) LABELED "RSD". NUMBER OF JACK CONTINUOUS IF STUDS EACH SIDE LABELED "CONT". END -ZONES CORNERS IDENTIFIED & DIMENSIONED INDICATE WALL SEGMENTS WHERE END -ZONE NOW PRESSURES SHALL APPLY TO COMPONENTS & CLADDING. ALL F-4 OTHER AREAS MAY USE INTERIOR -ZONE PRESSURES FOR COMPONENTS & CLADDING. 44 MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J14576 REVS""' 1" OFFICE COPY KING STUDS MAX. OPENING WIDTH N PLATE NON -STUCCO FINISH STUCCO FINISH N HT 4' 6' 8' 12' 16 18' 4' 6'8' 12' 16' 18' 8'R 1 1 1 2 2 3 1 2 2 4 5- 9' 1 1 2 3 4 4- - - - - - x 10'R 1 2 2 4 5 - - - - - - - x W Z J 8'2 1 1 1 1 1 1 1 1 1 1 1 1 9'R 1 1 1 1 1 1 1 1 1 1 2 2 10'R 1 1 1 1 2 2 1 1 1 2 2 3 x12'R 1 1 1 2 2 3 1 1 2 3 5 5 NOTES: Z 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL v 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. END -ZONES CORNERS IDENTIFIED & DIMENSIONED INDICATE WALL SEGMENTS WHERE END -ZONE NOW PRESSURES SHALL APPLY TO COMPONENTS & CLADDING. ALL F-4 OTHER AREAS MAY USE INTERIOR -ZONE PRESSURES FOR COMPONENTS & CLADDING. 44 MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J14576 REVS""' 1" OFFICE COPY .oma PRIOR VERSION DATES -1 0/1 6/1 8 DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 A A4 No 64010 I � ��--,,s;ON1111111110% 1' 1 2/6/1 8 W D rJ IJ N� LL ��nn uJ W Z 2 ::) O ❑ w U U Z Z v W ❑ co uJ M Ll.l w U U 0L rrn� uJ L— r `r " Z Z W Q �LL" J n LL 7r Z ® ZD 4L -- Q J ❑ LL tD Q U C9 N Z � ZQ� W r Q " Q OY ❑ _j -1 ® JCt0LL .oma PRIOR VERSION DATES -1 0/1 6/1 8 DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 A A4 No 64010 I � ��--,,s;ON1111111110% 1' 1 2/6/1 8 NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO TRUSS w/ 8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF 3" o/c. 8d NAILS @ 3" o/c. TRUSS w/ 8d !I ! ! NAILS @ 3" o/c. II !I II ENGINEERED 2x #2 SYP ;!! CONTINUOUS FROM ROOF TRUSS. ENGINEERED ATTACH EACH BRACE ENGINEERED �i! ! TOP PLATE OF -�� 7/16" THICK (MIN.) ! ! ROOF TRUSS. ROOF TRUSS. ! ! ! ! TO TOP/SILL PLATE w/ SHEATHED -WALL TO SHEATHING (4) .131x3" NAILS. ! ! ADJACENT TRUSS. 2x4 #2 SYP NAILER ATTACHED TO ATTACH EACH 2x MUST MATCH ORNAILER, TOP PLATE ! ! ! ! ATTACHED TO BRACE TO EACH ! 2x4 #2 SPF LEDGER NAIL TRUSS EXCEED LENGTH OF TRUSS BOTTOM i AND BLOCKING w/ TRUSS BOTTOM ATTACHED TO TRUSS BOTTOM CHORD SHEATHED -WALL. CHORD w/ .131x3" 8d NAILS @ 3" o/c. CHORD w/ (3) w/ (4).13W" NAILS @ TO 2x BLOCKING NAIL 2x BLOCKING TONAILS @ 3" o/c. .131x3" TOENAILS. EACH INTERSECTING w/ .131x3 NAILS TOP PLATE w/ .131x3S TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. 2x4 #2 SYP BRACES @ WHEN BOTTOM 12" o/c ALONG WALL CHORDS ADJACENT TO 11.25 MAX. LENGTH. WALL ARE AT 16" MAX. DIFFERING HEIGHTS. OPTION #1 OPTION #2 OPTION #3 SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS A/FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) NAIL FLOOR SHEATHING 0-11' (4) .131x3" TOENAILS TO TOP CHORD OF SHEAR WALL LENGTH. ATTACH FLOOR SHEATHING TRUSS w/ 10d NAILS @ I~ 6" - TO 2x4 #2 SYP PANEL EDGE 8" o/c. TRUSS BOTTOM BLOCKING/RIBBON BOARD ATTACH EACH BRACE 8d NAILS @ 3" EDGE & 12" WITH 10d NAILS @ 3" o/c. ATTACH FLOOR TO TOP/SILL PLATE w/ (7) PER PLY SHEATHING TO 2x4 (4) .131x3" NAILS. ATTACHED SEE BLOCKING PANEL #2 SYP PANEL EDGE ENGINEERED DETAIL OR SHEATH BLOCKING WITH FLOOR TRUSS. ! SHEATH FLOOR TRUSS BLOCKING TO TOP CONTINUOUS TO 10d NAILS @ 3" o/c. ADJACENT TO SHEAR SHEAR WALL, ATTACH RIBBON BOARD. ATTACH EACH 0-11' (4) .131x3" TOENAILS WALL w/ 7/16" RATED SHEAR WALL LENGTH. BRACE TO EACH (2) PER PLY I~ 6" - SHEATHING ATTACHED w/ ENGINEERED r/ 7/16" RATED / TRUSS BOTTOM 12" o/c ALONG WALL (5) PER PLY 8d NAILS @ 3" EDGE & 12" FLOOR TRUSS. SHEATHING CHORD w/ (3) (7) PER PLY 16" FIELD. BLOCK ALL PANEL ATTACHED .131x3" TOENAILS. EDGES. SHEATHING LENGTH TO MATCH w/ 8d NAILS 2x4 #2 SYP BRACES @ 0-11' (4) .131x3" TOENAILS 11'-16 SHEAR WALL LENGTH. F 4" (2) PER PLY I~ 6" - (3) PER PLY @ 3" o/c. i (4) PER PLY 12" o/c ALONG WALL (5) PER PLY ADDITIONAL 2x4 #2 SYP (6) PER PLY 14" (7) PER PLY 16" ATTACH PANEL EDGE -- 2x4 #2 SYR PANEL LENGTH. TOP PLATE ABOVE U BLOCKING TO TOP EDGE BLOCKING SHEAR WALL, ATTACH PLATE w/ .131x3 AT ALL PANEL TO TOP PLATE w/ TOENAILS @ 3" o/c. EDGES. 131x3" NAILS @ 3" o/c. rBLOCKING PANEL DETAIL r OPTION #1 w OPTION #2 SHEATHED WALL TIE -INTO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO CONTINUOUS ❑ PARALLEL EACH SIDE I TRUSSES PERPENDICULAR TO SHEATHED WALL U B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) PORCH Hr n r�rn PER PLAP O1 RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPF PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) .1310" NAILS TO EACH INTERSECTING TRUSS. �2 MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. CEILING PER j3 MIN. w/ 3/8 SHEATHING w/ 6" EDGE 12" FIELD 8d OPTION 1 OR NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. UNLESS NOTEDD ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE OTHERWISE ON & TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . PLAN. PORCH SHEATHING DETAILS OPTION 1 PORCH HEADEF PER PLAN NOTCH PORCH HEADER 3" AROUND TOP PLATE AND POCKET INTO WALL AS SHOWN. SUPPORTPORCH HEADER w/ (1) 2x PER PORCH HEADER PLY. rrr --TAIL J/FRD AIL 6/TDD. POCKET PORCH HEADER INTO WALL AS SHOWN. (NON -PLATED OPTION 2 PORCH HEADER) (PLATED PORCH HEADER) PORCH HDR /WALL INTERSECTION DETAIL C/FRD PORCH DETAILS HEADER PER PLAN IF > 16", ADD CRIPPLE STUDS @ 16" o/c. ATTACH HEAD/SILL TO JACK STUD PER SCHEDULE. WIDTH ATTACHMENT 0-11' (4) .131x3" TOENAILS 11'-16 (6) .131x3" TOENAILS F 4" (2) PER PLY 2x BLOCKING FOR ARCH WINDOWS w/ (2) .131x3" NAILS/END. SUPPORT PORCH HEADER w/ (1) 2x PER PORCH HEADER PLY. FOR OPENINGS > 4' SEE DETAIL J/FRD OR DETAIL 2/TDD. NAIL LEAD KING STUD TO • • - HEADER OR TOENAIL PER SCHEDULE BELOW KING TO HDR NAILING ! HDR .131x3" DEPTH NAILS F 4" (2) PER PLY I~ 6" - (3) PER PLY 8" i (4) PER PLY 10" (5) PER PLY 12 (6) PER PLY 14" (7) PER PLY 16" ! (8) PER PLY 18" (9) PER PLY - IF > 16", ADD CRIPPLE STUDS @ 16" o/c. TO BE ATTCHED TO FRAMING H/FRD TYP. OPENING DETAIL NOTMEM DOCIRS ERSO ER/MANUFACCTU ER's NS RUCTIONS. NAIL ROOF SHEATHING TO < 411 TOP CHORD OF ATTACH SHEATHING - TRUSS w/ 8d TO BLOCKING WITH ! ! NAILS @ 3" o/c. o/c 8d EDGE NAILING SPECIFIE� _�- ENGINEERED ON PLAN. ROOF TRUSS. ii ATTACH SHEATHING - TO UPPER TOP ATTACH B.C. OF PLATE WITH o/c 8d TRUSS TO TOP EDGE NAILING PLATE w/ .131x3" SPECIFIED ON PLAN. TOENAILS @ 3" o/c. 2x4 #2 SYP BLOCKING. FOR STUCCO FINISH: PROVIDE 2x BLOCKING @ 16" o/c FOR 15/32 SHEATHING APPLIED VERTICALLY. OPTION #4 OPTION #5 SHEATHED WALL TIE-IN TO EXTERIOR WALL - HIGH HEEL TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT NAIL FLOOR SHEATHING TO TOP CHORD OF FLOOR TRUSS w/ 10d NAILS @ 3" o/c. ENGINEERED FLOOR TRUSS. ATTACH B.C. OF TRUSS TO TOP PLATE w/ .131x3" NAILS @ 3" o/c. EXTEND WALL SHEATHING TO FLOOR TRUSS TOP CHORD. ATTACH TO TRUSS TOP/BOTTOM CHORD w/ 8d NAILS @ 3" o/c. OPTION #3 SHEATHED WALL TIE-IN TO TRUSS DIRECTLY ABOVE WALL 2x4 PLANK ORIENTED BRACES @ 48" o/c. ATTACH TO TOP CHORDS W/ (4) 10d TOENAILS) FASTEN FLOOR DECKING TO LATERAL BRACE w/ (4) 10d COMMON NAILS. ! 2x4 DIAGONAL BRACE @ 48" o/c. ATTACH DIAGONAL BRACE TO LATERAL BRACES w/ (4) 10d COMMON NAILS AT EACH END. 2x4 PLANK ORIENTED BRACES @ 48" o/c. ATTACH TO TOP OF BOTTOM CHORD/FLANGE w/ (4) 10d NAILS. OPTION #4 EXTERIOR WALL - TRUSS/JOISTS PARALLEL TO WALL ROOF SYSTEM - ROOF SHEATHING (SEE FR SHEETS) WALL SHEATHING (SEE FR SHEETS) TOP PLATE TOP PLATE ROOF SYSTEM - ROOF SHEATHING (SEE FR SHEETS) INTERIOR WALL EXTERIOR WALL STUDS -SEE STUDS -SEE FRAMING PLAN FRAMING PLAN FOR SIZE FOR SIZE WALL SHEATHING (SEE FR SHEETS) ��-SHOE PLATE _ f -SHOE PLATE 2x4 #2 SYP RIBBON BOARD ATTACHED -�h-FOUNDATION -SEE FD SHEETS TO EACH INTERSECTING 1 -STORY WALL SECTION i3iXNI3"AS. SHOE PLATE WALL SHEATHING - - SIZE 2x (MATCH WALL STUD) - (SEE FR SHEETS) i GRADE I #2 SYP (PT ON CONCRETE) NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM BOARD WITH .131x3" NAILS @ 8" o/c. MATCH SIZE, GRADE & QUANTITY OF ALL 2nd FLOOR MULTI -PLY STUD COLUMNS w/ BLOCKINGIN FLOOR SYSTEM AND w/ 1st FLOOR LEVEL STUD COLUMN, U.N.O. FLOOR SHEATHING 10d COMMON NAILS w/ ADHESIVE SIZE or PASLODE TETRAGRIP FASTENERS EDGE NAILING FIELD NAILING L2V32' ' - -- 6„ o/c 6 o/c K/FRD TYPICAL WALL SECTIONS TOP PLATE TOP PLATE EXTERIOR WALL INTERIOR WALL STUDS - SEE STUDS -SEE FRAMING PLAN FRAMING PLAN FOR SIZE FOR SIZE FLOOR SHEATHING SHOE PLATE j SHOE PLATE TOP PLATE TOP PLATE FLOOR SYSTEM -J EXTERIOR WALL INTERIOR WALL STUDS - SEE STUDS -SEE FRAMING PLAN FRAMING PLAN FOR SIZE FOR SIZE SHOE PLATE r- SHOE PLATE -�I�-FOUNDATION - SEE FD SHEETS �r 2 -STORY WALL SECTION 2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSS TOP 12" 12" CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. 12' 12 / > IF DISTANCE FROM SUB BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ /? �. 2x6 #2 SYP BRACE. LOCATE @ PEAK, BLOCK ALL PANEL EDGES AND FASTEN ROOF P 1x4 SYP PURLINS @MIN. SPACING DESIGNATED ON TRUSS FASCIA TO 1st OUTLOOKER ENGINEERING w 2 8 N / �. I" t 4' EACH SIDE OF PEAK, AND 6' o/c SHEATHING w/ 8d RING -SHANK NAILS @ 4" EXCEEDS 32 DOUBLE 1st / O d AILS PER INTERSECTING TOP �' THEREAFTER. BRACE TO ATTACH TO o/c WITHIN 4 OF END OF GABLE RAKE. OUTLOOKER ONLY. Y CHORD. LAP SPLICES MIN. (2) TRUSSES. p moi: MID -PT OF BLOCKING EACH END. 2x4 #2 SYP OUTLOOKERS @ 24" o/c 2 , r j ADD 2x4 #2 SYP T -BRACE TO ANY #2 SPF CRIPPLES @ 4 o/c PER 1 BRACE GREATER THAN 9' IN LENGTH (MAX RAKE = 24" o/c). FASTEN � � �� SCHEDULE BELOW. ATTACH TO / BOLTS NAILS w/ .131x3" NAILS @ 6" o/c. OUTLOOKERS TO FIRST FULL HEIGHT TRUSS w/ (3).13W" TOENAILS. ADD RAFTER w/ (3).131x3" NAILS. 2" 2x BLOCKING BETWEEN ALL 2x6 #2 SYP RAFTERS @ 24" o/c. 4' o/c CRIPPLE MAX HT.� 2x4 6_311 1 2x4 w/ 1x4 "T" BRACE 9'-10" -- 2x4 w/ 2x4 "T" BRACE ! 11'-2" *ATTACH #2 SPF "T" BRACE TO CRIPPLE w/ .131x3" NAILS @ 4" o/c. SOLID SAWN (SYP) HEADERS I OUTLOOKERS ABOVE TOP 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. ! PLATE/CHORD TOENAILED @ 6" o/c. SCL LUMBER (LSL, LVL, PSL) ELEVATION VIEW -IT 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8") - (2) ROWS OF 12d NAILS. 2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER) - (3) ROWS OF 12d NAILS. ! ! 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. ! ! SLOPE TOP PLATE 2x4 #2 SYP BLOCKING @ (1) H2.5 @EACH TO MATCH ROOF BRACE LEG ATTACHED TO ! i i OUTLOOKER TO TOP E FRD B M 1 PITCH. (3) .131x3 TOENAILS @ I BM/HDR CONNECTION DETAIL TOP CHORD w/ (3) ! ! ! ! CHORD/TOP PLATE. ! ! ! ! !! I! !! CRIPPLE TO TOP CHORD .131x3" NAILS. GABLE END TRUSS OR BLOCKING BELOW. OPTION 1 ! ! BRACED AS SPECIFIED ! ! ! (1) SPH @ LOWER i i ! BY DELEGATED TRUSS (3.) .131x3�� TOP PLATE TO ENGINEERING. ! ! ! TOENAILS @ stl DOUBLE END RAFTER TO 2ply POST.I II i i i i i ! ATTACH BOTTOM ! ! ! ! 2x4 #2 SYP ! - CHORD TO TOP ! ! ` ROOF TRUSS VALLEY NAILER _ _ _ -� - _ _ _� _ _ _ _ _ TOP CHORDS. ATTACHED TO PLATE w/.131x3" -- �- ----�----------_ ALL ATTACH LOWER TOP OPTION 2 TOENAILS @ 6" o/c. 2x6 #2 SYP FLAT BLOCKING @ NOTE: OUTLOOKERS/BLOCKING MAY INTERSECTING PLATE TO ADJACENT BRACE LEG. ATTACH TO EACH BE OMITTED PROVIDED A FULL HEIGHT (1) CS18 HORIZ. @ PLATEFORM BALLOON IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO TRUSS BOTTOM CHORDS w/ FRAMED STUDS FRAMED STUDS GABLE END TRUSS IS PROVIDED OR 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 WALL IS FRAMED CONTINUOUS TO SPF BLOCKING BETWEEN ADJACENT .1.31x3" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) ROOF DECK AND THE GABLE RAKE TRUSS TOP CHORDS AND ATTACH w/ (3) WALLS. 10dx1-1/2" NAILS EACH DOES NOT EXCEED 12". .131x3" TOE -NAILS PER END. SIDE OF JOINT. PLATFORM FRAMED- OR BALLOON FRAMED, F/FRD OVERFRAMING DETAIL CLIP TRUSS TO SHEATHED SIDE CLIP TRUSS TOHEADER. SHEATHED SIDE OF HEADER. 3" o/c 8d NAILS NO HORIZONTA JOINTS ALLOWE 3" o/c 8d NAILS, FLUSH HEADER 3" o/c 8d NAILS NO HORIZONTA JOINTS ALLOWI G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEE DETAIL 5/TDD FOR STRAPPING REQUIREMENTS 3" o/c 8d NAILS. CDROPPED HEADER THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GREATER THAN 4' IN WIDTH UNLESS THE TOP PLATE IS STRAPPED TO THE HEADER PER DETAIL 2/TDD. THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR SYSTEM ABOVE. J/FRD HEADER DETAIL 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS w/ (4) .131x3" TOE/END NAILS AT (1) MTS12 OR (1) MSTA18 STRAP @ EACH CORNER OF CHIMNEY TO RAFTER/TRUSS TOP CHORD OR 2x4 BLOCKING BELOW. EACH END OF BLOCKING TO TOP CHORD OF TRUSS OR ROOF TRUSS RAFTER. TOP CHORDS. M/FRDI CHIMNEY OVERFRAMING ✓"' II I � �- TRUSS SCAB RAFTER TO (REEVIS If `� TOP CHORD OF TRUSS w/ .131x3" NAILS @ 4" o/c. 2x4 #2 SYP SCAB: MAX OVERHANG 20" 2x6 #2 SYP SCAB: MAX OVERHANG 42" N/FRD RAFTER SCAB DETAIL NOTE: GARAGE DOOR TO BE ATTACHED TO FRAMING MEMBERS IN ACCORDANCE w/ APPLICABLE MANUFACTURER's INSTRUCTIONS. JAMB LAG SCREWS MAY BE OMITTED PROVIDED SCREWS FASTENING GARAGE DOOR TRACK ARE INCREASED IN LENGTH BY 2" OR THE DEPTH OF THE JAMB MATERIAL. 2x GARAGE DOOR JAMB ATTACHED TO JACK/KING POST w/ (1) ROW OF 5/16"x3" LAG SCREWS @ 24" o/c FOR OPENINGS UP TO WIN WIDTH AND @ 12" o/c FOR OPENINGS UP TO 18' IN WIDTH. GARAGE DOOR BUCK. USE PT LUMBER IF 2x MATERIAL. P/FRD FARAGE DOOR JAMB DETAIL GARAGE DOOR 74 MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O-A.#26894 - (904)342-8751 JOB NUMBER J14576 PRIOR VERSION DATES) SHEET FRD PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 A.•.... l0y �4 i N 010 qC STAT 1010. � r '�1, FS, 4 O R 1 lisiO N A �- r,��``� A e ` 7 (REEVIS If `� OFFICE COPY --W J J U LLL. rr nn UJ r w Z G ❑ w I U U G Z ®tiw r al �71 m W L W U U - It rn t.1 L Z � Q w oL�°-zw Q ul Z fir( LL ko Q N L] [9 m Z I-Q%Q �W PRIOR VERSION DATES) SHEET FRD PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 A.•.... l0y �4 i N 010 qC STAT 1010. � r '�1, FS, 4 O R 1 lisiO N A �- r,��``� ATTA, PLS EACH (2) ATTA, HDR ti l Ih h 1I I I II IL Ih L _ \` ATTAC PLA1 EACH 5 (2) S ATTAC HDR %A STRAPPING DETAILS, U.N.O. (2) MSTA24's @ =ADER TO JACK POST '(1) STHD14 @ BASE. 114 @ BASE ID POST. TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. TRUSS TO PLATE CONNECTIONS (1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN: fig (9 It If (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND DETAIL 2/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. SDWC INSTALLATION GUIDELINES MAY BE SKEWED UP TO 30' PROVIDED IT PASSES THROUGH FULL DEPTH OF TOP PLATE. SKEW SDWC UP TO 14' TO FULLY EMBED INTO q. OF 3/4"-1" TRUSS BOTTOM WALL CHORD (AS +/-1" SHOWN). SINGLE DOUBLE TRUSS ALIGNED SDWC15600 SDWC15600 w/ STUD GENERAL FULL LENGTH ATR/QT LOCATIONS I ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL THREAD ROD OR BLUE QUICK TIE CABLE SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES ALL THREAD RODS / QUICK TIE CABLES TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN. 2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. LOCATE ON SIDE OF UPPER PLATE SPLICE LAP. 3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DENOTED BY THE FOLLOWING SYMBOLS: PLAN SPEC. OPTIONS ATR' ATR QT OVER BEAM/HDR 3/8" ATR QTB WG38 3/8" ATR QTG *012 1/2" ATR QTO 0 058 5/8" ATR QTO 0 X58 5/8" ATR N/A SHEAR WALLS SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD EARWAL TYPIC DOWN SCHEDULE (TD PAGES) SHEA IC ALL FOR HOLD DOWN OPTIONS. CALLOUT - -- -- - T [�_HOLD DOWN SCHEDULE SW ID OPTIONS ATR' QT 1 SIMPSON2 OVER BEAM/HDR B38 3/8" ATR QTB DTT2Z (1) CS16 G38 3/8" ATR QTG HTT4 (2) CS 16's 012 1/2" ATR QTO HTT4 (2) CS16's 058 5/8" ATR QTO HDQ8 (3) CS16's X58 5/8" ATR NJA HDQ8 (3) CS16's * PER PLAN PER PLAN I PER PLAN PER PLAN 1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST. 2. ATR / CIT SPACING TO BE MAINTAINED or ATTACH END POST TO TOP PLATE w/ (1) SPH. STUBBIE SPACING SEE DETAIL 7/TDD FOR STUBBIE OPTIONS SHEAR WALL ID STUBBIE SPACING1 INTERIOR WALL EXTERIOR WALL WALLS w/ NO ID NONE REQ. 96" o/c' SW6HP 64" o/c 36" o/c SW6 42" o/c 24" o/c SW4 28" o/c 16" o/c SW3 22" o/c 12" oJc SWS1 18" o/c 10" o/c DSW4 14" o/c 8" o/c DSW3 10" o/c 6" o/c NOTES: 1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR WALLS OVER WOOD FLOOR SYSTEM, 2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF EACH SHOE PLATE BREAK (SHEATHED WALLS ONLY). 3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL HAS ATR's OR QT CABLES INSTALLED. ,IN C;OD WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE, 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 (904)342-8751 JOB NUMBER J14576 REV""" � l OFFICE COP W U ulrrnn L� r w 7 0 0 W _ C] U 1 Z ® U W L Q f r��. UJ m UJ -I W w U U 0_ Urr nn LL_ J f _V 7 WUJ 1� 0 -- a- z Z F- -1-1a d J ❑ z I.� Q N .. _j 0 r-- Z ` WQ, 0 _j W W PRIOR VERSION DATES 10/16/18 DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET TD I PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 ``````N A. uA4��'''i .��•`��'lP �G E No 64010 A O R %V.. `e �0 N A 1 2/6/1 8 HIGH UPLIFT OVER BEAM/TRUSS REFER TO DETAIL 1/TDD, FOLLOW HIGH UPLIFT OPTIONS. FOLLOW HIGH PLIFT OPTIONS SHOWN ON DETAIL 2/TDD WHERE APPLICABLE ATR's @ 6' o/c SW6HP-B38 mmiml it (1) M A! �EAd j� TO - - I' JACK asitiw ;�]) CS 2 - BASES O Ai ER`,BE 20's TRUSS TO POST ( ) CS16" @ BASE Td EMBERS ATTACH T USS T OITO PLATE - ! ! (2) SDW( 560 S. i DR w/ (I I SPH 4 /8 \ HIGH UPLIFT OVER �— I I - h ---_--- — --- - REFER TO DETAIL 0 DD, - -- - +----- —_-- -__:: FOLLOW HIG PIP FT - --- ._ -- - - - _ OPTIONS.-F�LLOwHIGH UImo OPTIONS SH OWN ON pPlICABLE � WEE -- - --_-- (1) MSTA12 @ HEADER TO- -- JACK POST w/ 1 C522 @ -- - \rt AA EET E ELI F— Li -- EOrs a@?R -2--� 1 I I ! I !� L___ j TO T w/ (2) A III �T P PLATT w/! (1 C Li j0! _ - n i (2) HTS20's @ TRUSS / TO POST w/ (12) CS16hs 81J ----- __. —mac =BASE T0A71��/F j To POST w/ (2) c516's i BELOIIV. __ - - @ BASE TO MEMBER -- --- - ----- --_ -SEL -- �- - 1 ' I !1) SDWC 15600' or 11111 ` I I , I.) H2.5 ACH SpE � cilli f F TOP LATE O III ��II III I TRUSS vil (1) A R. 111119 I I � �I�I , -=- -- -� ! --- ---.4 ....._ _... _ _ ---- 1� --- ----- -- I - - -- ATR's @ 6' o/c 2nd FLOOR ATR/QT SPACING PLAN • REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS OVER OPENINGS EXCEEDING ROD SPACING SPEC'D. • REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPING DETAILS, U.N.O. -(1) H8 @ END POST TO TOP PLATE w/ (3) CS16's @ BASE TO POST BELOW. N -(1) H8 @ END POST TO TOP PLATE w/ (3) CS16's @ BASE TO POST BELOW. ;1) MSTA24 @ HEADER TO JACK POST. ATTACH BASE OF JACK/KING TO GIRDER BELOW w/ (1) CS16. -(1) H8 @ END POST TO TOP PLATE w/ (3) CS16's @ BASE TO POST BELOW. TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. TRUSS TO PLATE CONNECTIONS (1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN: IRAI 9 n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND DETAIL 2/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. SDWC INSTALLATION GUIDELINES MAY BE SKEWED UP TO 30' PROVIDED IT PASSES THROUGH FULL DEPTH OF TOP PLATE. SKEW SDWC UP TO 140 TO FULLY EMBED INTO q OF ---►I 3/4"-1" TRUSS BOTTOM WALL CHORD (AS +/-1" SHOWN). SINGLE DOUBLE TRUSS ALIGNED SDWC15600 SDWC15600 w/ STUD GENERAL FULL LENGTH ATR/QT LOCATIONS ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL THREAD ROD OR BLUE QUICK TIE CABLE SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES ALL THREAD RODS / QUICK TIE CABLES TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN. 2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. LOCATE ON SIDE OF UPPER PLATE SPLICE LAP. 3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPED TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DENOTED BY THE FOLLOWING SYMBOLS: PLAN SPEC. OPTIONS HIGH UPLIFT ATR QT OVER BEAM/HDR 3/8" ATR QTB O G38 ATTACH EACH TRUSS TO JA TOP PLATE w/ (1) H2.5 Q EACH SIDE OF WALL or (2) 0 058 SDWC15600's. FOLLOW QTO HIGH UPLIFT OPTIONS 5/8" ATR SHOWN ON DETAIL 2/TDD (2) CS16's WHERE APPLICABLE. 5/8" ATR HIGH UPLIFT OVER BEAM/TRUSS REFER TO DETAIL 1/TDD, FOLLOW HIGH UPLIFT OPTIONS. FOLLOW HIGH PLIFT OPTIONS SHOWN ON DETAIL 2/TDD WHERE APPLICABLE ATR's @ 6' o/c SW6HP-B38 mmiml it (1) M A! �EAd j� TO - - I' JACK asitiw ;�]) CS 2 - BASES O Ai ER`,BE 20's TRUSS TO POST ( ) CS16" @ BASE Td EMBERS ATTACH T USS T OITO PLATE - ! ! (2) SDW( 560 S. i DR w/ (I I SPH 4 /8 \ HIGH UPLIFT OVER �— I I - h ---_--- — --- - REFER TO DETAIL 0 DD, - -- - +----- —_-- -__:: FOLLOW HIG PIP FT - --- ._ -- - - - _ OPTIONS.-F�LLOwHIGH UImo OPTIONS SH OWN ON pPlICABLE � WEE -- - --_-- (1) MSTA12 @ HEADER TO- -- JACK POST w/ 1 C522 @ -- - \rt AA EET E ELI F— Li -- EOrs a@?R -2--� 1 I I ! I !� L___ j TO T w/ (2) A III �T P PLATT w/! (1 C Li j0! _ - n i (2) HTS20's @ TRUSS / TO POST w/ (12) CS16hs 81J ----- __. —mac =BASE T0A71��/F j To POST w/ (2) c516's i BELOIIV. __ - - @ BASE TO MEMBER -- --- - ----- --_ -SEL -- �- - 1 ' I !1) SDWC 15600' or 11111 ` I I , I.) H2.5 ACH SpE � cilli f F TOP LATE O III ��II III I TRUSS vil (1) A R. 111119 I I � �I�I , -=- -- -� ! --- ---.4 ....._ _... _ _ ---- 1� --- ----- -- I - - -- ATR's @ 6' o/c 2nd FLOOR ATR/QT SPACING PLAN • REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS OVER OPENINGS EXCEEDING ROD SPACING SPEC'D. • REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPING DETAILS, U.N.O. -(1) H8 @ END POST TO TOP PLATE w/ (3) CS16's @ BASE TO POST BELOW. N -(1) H8 @ END POST TO TOP PLATE w/ (3) CS16's @ BASE TO POST BELOW. ;1) MSTA24 @ HEADER TO JACK POST. ATTACH BASE OF JACK/KING TO GIRDER BELOW w/ (1) CS16. -(1) H8 @ END POST TO TOP PLATE w/ (3) CS16's @ BASE TO POST BELOW. TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. TRUSS TO PLATE CONNECTIONS (1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN: IRAI 9 n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND DETAIL 2/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. SDWC INSTALLATION GUIDELINES MAY BE SKEWED UP TO 30' PROVIDED IT PASSES THROUGH FULL DEPTH OF TOP PLATE. SKEW SDWC UP TO 140 TO FULLY EMBED INTO q OF ---►I 3/4"-1" TRUSS BOTTOM WALL CHORD (AS +/-1" SHOWN). SINGLE DOUBLE TRUSS ALIGNED SDWC15600 SDWC15600 w/ STUD GENERAL FULL LENGTH ATR/QT LOCATIONS ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL THREAD ROD OR BLUE QUICK TIE CABLE SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES ALL THREAD RODS / QUICK TIE CABLES TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN. 2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. LOCATE ON SIDE OF UPPER PLATE SPLICE LAP. 3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPED TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DENOTED BY THE FOLLOWING SYMBOLS: PLAN SPEC. OPTIONS ATR 1 ATR QT OVER BEAM/HDR 3/8" ATR QTB O G38 3/8" ATR QTG 0 012 1/2" ATR QTO 0 058 5/8" ATR QTO 0 X58 5/8" ATR N/A SHEAR WALLS SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD AL DOWN SCHEDULE (TD PAGES) SHEA TYPICAL ALL' FOR HOLD DOWN OPTIONS. CALLOUT HOLD DOWN SCHEDULE SW ID OPTIONS ATR 1 QT 1 SIMPSON2 OVER BEAM/HDR B38 3/8" ATR QTB DTT2Z (1) CS16 G38 3/8" ATR QTG HTT4 (2) C516's 012 1/2" ATR QTO HTT4 (2) CS16's 058 5/8" ATR QTO HDQ8 (3) CS16's X58 5/8" ATR N/A HDQ8 (3) CS16's * PER PLAN PER PLAN PER PLAN PER PLAN 1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST. 2. ATR / QT SPACING TO BE MAINTAINED or ATTACH END POST TO TOP PLATE w/ (1) SPH. STUBBIE SPACING SEE DETAIL 7/TDD FOR STUBBIE OPTIONS SHEAR WALL ID STUBBIE SPACING1 INTERIOR WALL EXTERIOR WALL WALLS w/ NO ID NONE REQ. 96" o/c3 SW6HP 64" o/c 36" o/c SW6 42" o/c 24" o/c SW4 28" o/c 16" o/c SW3 22" o/c 12" o/c SWS1 18" o/c 10" o/c DSW4 14" o/c 8" o/c DSW3 10" o/c 6" o/c NOTES: 1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR WALLS OVER WOOD FLOOR SYSTEM. 2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF EACH SHOE PLATE BREAK (SHEATHED WALLS ONLY). 3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL HAS ATR's OR QT CABLES INSTALLED. MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.0.A.#26894 - (904)342-8751 JOB NUMBER J 1 45'76 REVII FAJ 1�(3/�l/0`� Dir U OFFICE CUA W J U tt nn L.L, UJ w Z 57 -1 ❑ ❑ w U U Z ❑ U w L Q ❑ f Lo m ul W w U U 0� U)rrnn — wQ U3 ® _jCLZJ Z�-- -71 -1a _ <-1❑Z LL 0 Q U N M .. -1 ❑ �I—ZQO W Q>w ❑-1DW D -i a- 0 00, PRIOR VERSION DATES 10/16/18 DESIGNED BY: BAM DRAWN BY:—TPM CHECKED BY: BAM SHEET I PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 A. f t ►A4 4010 � s STAT e1l11n 1 2/6/1 8 CLIP Ok SCREW - PER PLAN (REFER "10 DETAIL 5 FOR GABLE CONDITION) `-- STUD TO TOP PLATE NOTE: STUD TO SHOE PLATE (1) SDWC15600 AND SHOE PLATE TO or MEMBER BELOW (1) H8, TSP, or SP2 CONNECTIONS MAY BE REPLACED w/ (1) CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. n 32" ojc MAX.**� SHOE PLATE TO MEMBER BELOW STUD TO SHOE PLATE (1) SDWC15600 SCREW (1) SDWC15600 @ MAX. 32" o/c. or NOTE: WHEN HIGH UPLIFT (1) SP1 OPTION IS NOTED ON PLAN USE (2) SDWC15600 SCREWS x @ MAX. 24" o/c. BEAM, GIRDER, BLOCKING, OR PERPENDICULAR TRUSS/JOIST/BEAM. WALL OVER SUPPORT MEMBER BELOW 1/ uu j CONVENTIONAL STRAPPING 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. I� HEADER MAY I� BE FLUSH (AS SHEATHING MUST SHOWN) OR BE APPLIED PER DROPPED. DETAIL 1/FRD. CUT SECTION WALL TO HEADER STRAPPING IS NOT REQUIRED IF ATR SPACING SPECIFIED IS MAINTAINED. SEE FULL " LENGTH — ATR DETAIL LEVA I ION VIEW SINGLE ROOF FRAMING DIRECTLY STORY OPTION OVER OPENING SEE FULI LENGTH ATR DET I REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE SEE FULL LENGTH ATR DETAIL WALL TO HEADER STRAPPING IS NOT REQUIRED IF ATR SPACING SPECIFIED IS MAINTAINED. ELEVATION VIEW M V LTI ROOF FRAMING OVER FLOOR SYSTEM STORY OPTION OVER OPENING NOTE: JACK/KING TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/ (1) MSTA12 OR (1) CS22 @ BASE OF JACK/KING POST DIRECTLY TO MEMBER BELOW. SCREWS ALSO NOT REQUIRED IF STRAPPING IS SPECIFIED ON PLAN. (2) SDWC15600 SCREWS or (1) TSP @ KING POST TO TOP PLATE. SEE DETAIL 2/TDD FOR STRAPPING OF TOP PLATE TO HEADER. (2) SDWC15600 TOP PLATE ON ALTERNATIVE INTERIOR SIDE OF 3/8"x6" EMBED (2) SDWC15600 SCREWS or (1) DSP TOP PLATE <---FLUSH or TO FLUSH HDR w/ NOTE: WHEN HIGH UPLIFT SCREWS or .) DSP @ BASE OF (1) SPI HEADER OPTION IS NOTED ON PLAN USE @ BASE OF JACK/KING POST (2) SDWC15600 SCREWS JACK/KING POST TO SHOE PLATE. @ MAX. 24" o/c. TO SHOE PLATE. SEE SINGLE STORY OPTIONS LPLA WC15600 S @SHOE- - TO MEMBER ELOW. OPENING OVER PARALLEL MEMBER (2) SDWC15600 SCREWS or (1) TSP @ KING POST TO TOP PLATE. SEE DETAIL 2/TD[ FOR STRAPPING OF TOP PLATE TC HEADER. (2) SDWC156C SCREWS @ SH( PLATE TO EACi INTERSECTIN( MEMBER EACI ASIDE OF JACK/KI POST. OPENING OVER PERPENDICULAR MEMBER NOTE: PLAN SPECIFIC NOTES OVERRIDE THESE DETAILS. ATTACH TRUSS TO ALTERNATIVE DROPPED HEADER NOTE: TOP PLATE TO HDR STRAPPING MAY BE OMITTED PROVIDED THAI" EACH TRUSS IS ATTACH TO HDR w/ MTS12 FORT EACH SPECIFIED H2.5T OR SDWC15600. CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION) STUD TO TOP PLATE CLIP OR SCREW - PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION) NOTE: STUD TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAYBE REPLACED w/ (1) CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. SHOE PLATE TO MEMBER BELOW (1) SDWC15600 or (1) H8, TSP, or SP2 4PL 32" o/c MAX. STUD' SHOE PLATE (1) SDWC15600 or (I (1) H8 F— SDWC TO BE INSTALLED SKEWED BETWEEN 10' AND 30' FROM VERTICAL. ATTACH HDR TO TOP PLATE w/ SDWC15600's ,t @ 24" o/c SKEWED i m It 10° AND 30` FROM VERTICAL. SDWC SCREW OPTION ** HIGH UPLIFT OPTION ** REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE PLATE. ** LOW UPLIFT OPTION ** BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. OPENING OVER HDR BELOW NOTE: FOR OPENINGS WITH JACKS/KINGS OVER HEADER BELOW ATTACH KING POST TO TOP PLATE w/ (2;) SDWC15600 SCREWS or (1) TSP AND ATTACH BASE OF JACK/KING POST TO HDR BELOW w/ (1) CS22, UNLESS NOTED OTHERWISE ON PLAN. STUD TO TOP PLATE (1) SDWC15600 or (1) H8, TSP, or SP2 32" o/c MAX.** STUD TO SHOE PLATE (1) SDWC15600 SCREW TOP PLATE ON ALTERNATIVE INTERIOR SIDE OF 3/8"x6" EMBED WALL PER PLAN. 1ATTACH TOP PLATE <---FLUSH or TO FLUSH HDR w/ NOTE: WHEN HIGH UPLIFT SPH's @ 48" o/c. (1) SPI HEADER OPTION IS NOTED ON PLAN USE LCONV. METAL OPTION ALTERNATIVE DROPPED HEADER NOTE: TOP PLATE TO HDR STRAPPING MAY BE OMITTED PROVIDED THAI" EACH TRUSS IS ATTACH TO HDR w/ MTS12 FORT EACH SPECIFIED H2.5T OR SDWC15600. CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION) STUD TO TOP PLATE CLIP OR SCREW - PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION) NOTE: STUD TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAYBE REPLACED w/ (1) CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. SHOE PLATE TO MEMBER BELOW (1) SDWC15600 or (1) H8, TSP, or SP2 4PL 32" o/c MAX. STUD' SHOE PLATE (1) SDWC15600 or (I (1) H8 F— SDWC TO BE INSTALLED SKEWED BETWEEN 10' AND 30' FROM VERTICAL. ATTACH HDR TO TOP PLATE w/ SDWC15600's ,t @ 24" o/c SKEWED i m It 10° AND 30` FROM VERTICAL. SDWC SCREW OPTION ** HIGH UPLIFT OPTION ** REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE PLATE. ** LOW UPLIFT OPTION ** BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. OPENING OVER HDR BELOW NOTE: FOR OPENINGS WITH JACKS/KINGS OVER HEADER BELOW ATTACH KING POST TO TOP PLATE w/ (2;) SDWC15600 SCREWS or (1) TSP AND ATTACH BASE OF JACK/KING POST TO HDR BELOW w/ (1) CS22, UNLESS NOTED OTHERWISE ON PLAN. STUD TO TOP PLATE (1) SDWC15600 or (1) H8, TSP, or SP2 32" o/c MAX.** STUD TO SHOE PLATE (1) SDWC15600 SCREW 3/8"x6" TITEN HD (1) SDWC15600 3/8"x6" EMBED @ MAX. 32" o/c. EPDXIED ATR PLACE "1" BOLT or w/ NUT & CUT NOTE: WHEN HIGH UPLIFT WASHER (1) SPI OPTION IS NOTED ON PLAN USE (2) SDWC15600 SCREWS @ MAX. 24" o/c. SEE SINGLE STORY OPTIONS t r�'_ATTACH FOR ATTACHMENT OF 1st , FLOOR TOP PLATE TO HDR. �j IPLATE EACH FLOOR TRUSS TO (NOT REQUIRED IF 2nd w/ (1) SDWC15600 FLOOR STUDS ARE(NOT REQUIRED IF 2nd FLOOR ATTACHED TO HDR w/ STUDS ARE ATTACHED TO HDR CS22's. w/ CS22's) -- CUT SECTION 2/TDD I WALL OVER HEADER STRAPPING DETAILS ALL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERSABOVE. THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY. ** HIGH UPLIFT OPTION REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE PLATE. ** LOW UPLIFT OPTION BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. —(1) FULL LENGTH ATR WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) FULL LENGTH ATR WITHIN 2" OF END POST, ONE SIDE OF CORNER. PLATED CONDITION (1) FULL SHOWN. NOTCHED LENGTH ATR HEADER APPLIES. WITHIN 2" 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). L PORCH HDR, SEE PLAN. PORCH POST, SEE PLAN. ABU (12) 16d 5/8" x 6" EMBED - COMMON (.162) EPDXIED ATR. x 3-1/2" NAILS. PORCH HDR @ POST CORNER 3/TDD PORCH HDR STRAPPING DETAILS F(1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). PORCH POST, PORCH HDR, SEE PLAN. SEE PLAN. ABU (12) 16d 5/8" x 6" EMBED COMMON (.162) EPDXIED ATR. x 3-1/2" NAILS. PORCH HDR @ POST -71 ��II II II II II li II II II it II II ' 11 II II I! II II it I! II II II II Il II II II 'I II II II I II II II II II !I II II II II I II !! II II II !! !! II II II II I! !I II !I II II II II II II II II 'I !! II II II II II OPTION 2 ATTACH TOP PLATE TO GABLE END BOTTOM CHORD w/ SIMPSON SDWC OR 1/4"x6" SDS SCREWS @ Y o/c. :OR OPENINGS GREATER THAN Y BUT NO LARGER THAN 18', INSTALL (2) SCREWS EACH SIDE OF OPENING. 5/TDD I GABLE END TIE -DOWN DETAIL GENERAL NOTES 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP" 2 -PART EPDXY, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOR ALL QUICK TIE (QT) CABLES. 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/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT OR 2" PER FLOOR LEVEL- WHICHEVER IS LESS. 5. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. 6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL THREAD ROD. II L u OPTIONS 7/TDD STUBBLE OPTIONS 3/8" GRADE 2 HEX NUT OVER 2"x2"x1/8" WASHER. 3/8" ASTM F1554, GRADE 36 STEEL ROD. UPPERMOST TOP PLATE SET ROD IN 7/16 BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. LOWEST EMBEDMENT: = SHOE PLATE INTERIOR - 4" EXTERIOR* (MONO) - 6" -`�— EXTERIOR* (STEMWALL) - 6" *MIN. 2-1/2" EDGE DISTANCE u 3/8" ATR DETAIL L/2" GRADE 2 HEX NUT OVER 3"x3"x1/8" SLOTTED WASHER. FI 1/2" ASTM F1554, GRADE 36 STEEL ROD. UPPERMOST TOP PLATE SET ROD IN 9/16" BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. I— LOWEST EMBEDMENT: = SHOE PLATE INTERIOR - 5" EXTERIOR* (MONO) - 8" EXTERIOR* (STEMWALL) - 12" *MIN. 3" EDGE DISTANCE I i u 1/2" ATR DETAIL BALLOON FRAMED GABLE END 5/8" GRADE 2 HEX NUT OVER ATTACH STUDS TO TOP PLATE DOUBLE 3"x3"x1/4" ROUND w/ (1) H8 AND TO SHOE HOLE WASHER. PLATE w/ (1) SSP OR TO BEAM/HDR BELOW w/ (1) -- H CS22 @ 48" o/c MAX.5/8" ASTM F1554, ATTACH SHOE PLATE w/ GRADE 36 STEEL ROD. LUPPERMOST 3/8"x6" EMBED EPDXIED ATR TOP PLATE STUBBIES @ ATR/STUBBIE SET ROD IN 11/16" BRUSHED SPACING SPECIFIED ON PLAN. AND BLOWN HOLE. EPDXY NOTE: IF OPTION 2 IS TO OVERFLOW FOLLOWED, ATTACH TOP ONTO SHOE PLATE. PLATE STRAPPING ON SAME LOWEST SIDE AS LTP4'S. SHOE PLATE EMBEDMENT: INTERIOR - 6" OPTION 1 EXTERIOR* (MONO) - 12" EXTERIOR* (STEMWALL) - 15" I i ATTACH TOP PLATE TO i I GABLE END BOTTOM *MIN. 3" EDGE DISTANCE I I CHORD w/ LTP4's @ 5' o/c. jj 5/8" ATR DETAIL 8/TDD ATR DETAILS NOTE: IN THE EVENT WALL CAVITY SPACE DOES NOT ALLOW REQUIRED STUBBLE, IT IS ALLOWABLE TO USE AN LTT20B @ BASE OF WALL POST 11 J_ MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J14576 (B R�A�-� OFFICE CO' W U N� rr nn LLLL. uJ f W Z ❑ ❑ W I U U = Z ® U W L Q � m W U U 0� Ul Y �( Z W Q tJ J F_ ®Ja-ZW Z �J❑Z W �p Q U N M .. J ❑ r Z ❑ W Q i ❑ W LY -) _ ® .J a. 0 i- 01 PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 N ►A. 111111 U P .G•E NSF No 64 10 ' % TATE F .•�u� 3/8"x6" TITEN HD w/ CUT WASHER 3/8"x6" EMBED 1/2"x7" CAST-IN- EPDXIED ATR PLACE "1" BOLT w/ NUT & CUT w/ NUT & CUT WASHER WASHER II L u OPTIONS 7/TDD STUBBLE OPTIONS 3/8" GRADE 2 HEX NUT OVER 2"x2"x1/8" WASHER. 3/8" ASTM F1554, GRADE 36 STEEL ROD. UPPERMOST TOP PLATE SET ROD IN 7/16 BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. LOWEST EMBEDMENT: = SHOE PLATE INTERIOR - 4" EXTERIOR* (MONO) - 6" -`�— EXTERIOR* (STEMWALL) - 6" *MIN. 2-1/2" EDGE DISTANCE u 3/8" ATR DETAIL L/2" GRADE 2 HEX NUT OVER 3"x3"x1/8" SLOTTED WASHER. FI 1/2" ASTM F1554, GRADE 36 STEEL ROD. UPPERMOST TOP PLATE SET ROD IN 9/16" BRUSHED AND BLOWN HOLE. EPDXY TO OVERFLOW ONTO SHOE PLATE. I— LOWEST EMBEDMENT: = SHOE PLATE INTERIOR - 5" EXTERIOR* (MONO) - 8" EXTERIOR* (STEMWALL) - 12" *MIN. 3" EDGE DISTANCE I i u 1/2" ATR DETAIL BALLOON FRAMED GABLE END 5/8" GRADE 2 HEX NUT OVER ATTACH STUDS TO TOP PLATE DOUBLE 3"x3"x1/4" ROUND w/ (1) H8 AND TO SHOE HOLE WASHER. PLATE w/ (1) SSP OR TO BEAM/HDR BELOW w/ (1) -- H CS22 @ 48" o/c MAX.5/8" ASTM F1554, ATTACH SHOE PLATE w/ GRADE 36 STEEL ROD. LUPPERMOST 3/8"x6" EMBED EPDXIED ATR TOP PLATE STUBBIES @ ATR/STUBBIE SET ROD IN 11/16" BRUSHED SPACING SPECIFIED ON PLAN. AND BLOWN HOLE. EPDXY NOTE: IF OPTION 2 IS TO OVERFLOW FOLLOWED, ATTACH TOP ONTO SHOE PLATE. PLATE STRAPPING ON SAME LOWEST SIDE AS LTP4'S. SHOE PLATE EMBEDMENT: INTERIOR - 6" OPTION 1 EXTERIOR* (MONO) - 12" EXTERIOR* (STEMWALL) - 15" I i ATTACH TOP PLATE TO i I GABLE END BOTTOM *MIN. 3" EDGE DISTANCE I I CHORD w/ LTP4's @ 5' o/c. jj 5/8" ATR DETAIL 8/TDD ATR DETAILS NOTE: IN THE EVENT WALL CAVITY SPACE DOES NOT ALLOW REQUIRED STUBBLE, IT IS ALLOWABLE TO USE AN LTT20B @ BASE OF WALL POST 11 J_ MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A.#26894 - (904)342-8751 JOB NUMBER J14576 (B R�A�-� OFFICE CO' W U N� rr nn LLLL. uJ f W Z ❑ ❑ W I U U = Z ® U W L Q � m W U U 0� Ul Y �( Z W Q tJ J F_ ®Ja-ZW Z �J❑Z W �p Q U N M .. J ❑ r Z ❑ W Q i ❑ W LY -) _ ® .J a. 0 i- 01 PRIOR VERSION DATES DESIGNED BY: BAM DRAWN BY: TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 N ►A. 111111 U P .G•E NSF No 64 10 ' % TATE F .•�u�