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115 DONNER RD - NEW HOME - STRU. DWGSi �o w �aco5 pJ] cE�cE` Ow� E a m ®="wLL r FILE COPY Wmw I JE 4 7a QQU Ws` i.. Ot m_Em pOj� WWw n.E.mO- K02 � jyfCbj Jj? a_3 >ow >. N?nno Q2ri- 0 m Q m c@ a%rcyz �.�Eam C�g� `3o�p 2v N -s 1ao�2 F9 o~ K6 � n �amcrn QaK� cl)wzm N »iO c� ii -`ma OwF m a mJ0 ac3 ova@Om0 ;2Eo S. c mviU 'RuY mea �� wjJ 2ca8u ==r !F FO¢ �rq�m am3dg. �'gLL cE c' m9oU `'` OMW 8a�8p ramnmo � O�> v?E9.m ��.rnp mrc5 mo®m'm` ono= -m iim ' 2-0 -00 �' t X JE 4 7a wN r Al E. � O LL m JG .73. O _ N'O p UCO 4: a W t J N 33-10-00 O. N oaawlND REVIEW DISPOSITIONm E a� SHOP ASIENifOlk.RWW of SW dro"'O s Is oldy lar �aal0roance vvhh na reheae the cooractm e _ O til 111 'O cccit, y 'a .v ip O. C) N � tla desige calxel# at the Project does ft. do regdreoeM of the SMP U O. D 0 J fn O O of reap fer MV deviat M deutooeowWlyall gold measurenteats. m dirtwraps;tonuacmr (� 13RMRNEDFORCORRECTION a U')1, APPROVED ORETURNEDWITHOUT ACTION oCO�APPROVEDASNOTED ` M 0 r- OSEETM. NSNI�7AL LETTER ND7 APPROVED fANINIENTS T m M 00 W Q 0� 9 DATE = _ (6 g� N 00 �00N W BV FL _ m M O N N O HIA N •-• ST AEN01NEERING.R7G it1BI1(NWE.S E:.i702JACSW ,Em old LL N Li- -9 mPw 00 F- ao ISIGENERAL NOTES: _ - 8 All concrete slabs on grade shall be the thickness as indicated on the drawings over UL SBERG DESIGN SPECIFICATIONS: limited to the structural requirements of this project. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with HENGINEERING, INC. -1. Project has been designed in accordance with the 2010 Florida Building Gode, applicable). The scope of these plans is Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, 6x6 W1.4xl.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, be with fiber length of. }' to 2" 11481 OLD ST. AUGUSIINEL.3258 202 Residential, and the Florida Building Code, Existing Building (as and flashingrequirements are not addressed in these plans. or fibermesh. reinforcement shall used a minimum JACKSONVILLE FL 32258 complying with ASTM C:1116: The dosage amount shall be 0.75 to 1.5 pounds per 9P: 904.686.2401 F: 9042604367 DESIGN CRITERIA: 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in cubic yard in accordance with manufacturer's recommendations. jhulwng@bells uthnet - w FLORIDA CA NUMBER 25846 ASCE 7-10 : ASCE conformance with all requirements of the authorities having jurisdiction over this type : b 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and € Wind Design Method Basic Wind Speed: ph of construction and occupancy. - other deleterious material.Structural fill shall be compacted to a density of at least Building Risk Category' II 3.. The contractor is responsible for the means and methods of construction. It is the 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated s 01111 Wind Exposure: B (Enclosed Structure) Classification. Residential contractor's sole responsibility to determine the procedure, sequence, and . the building and its component parts during with termite Polson before is placed. s O�(.9� Building Type: Type V Construction bracing as to insure the safety of 10. Footings may bear upon. undisturbed soil or upon structural fill. Structural fill shall be n �' i`L\C '• , Building Wind-Bome Debris: NOT located in the wind-borne debris region Construction. - compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density.G�� - rl {C 4 - /V0 - 4. The contractor shall verify all conditions and dimensions at the job site prior to .g -- (ASTM 01557) for a depth of at least two (2'-0") below thebottom of the footing _ ,9 Unless otherwise noted, project site Cons iderations shall be the responsibility of the commencing work. _ $ : owner and/or contractor. Examples. of such items include, but shall not limited to, 11. The following minimum Concrete Cover be provided for reinforcement: , _ _ determination. of grade elevations, drainage features, and special requirements 5. The contractor shall supply, locate, and build into the work all. inserts, anchors, an les, 3' Concrete Cast against and permanently exposed to earth - F F - associated with FEMA flood hazard and/or DEP zones. plates, openings, sleeves, hangers, slab depressions, or other components as may be 2" Concrete exposed to earth or weather c 0411 required to attach and accommodate other work. - i %" Concrete not exposed to earth or weather p� J' ` •. '�FL�(�'S 51 nj�E • - DESIGN DEAD LOADS: - .. intended to be typical drawings are into tyP I draw shown on the structural 9 6. All details and sections s lap -spliced with the follow! I s he hall be a 1 m concrete s 9 12. All continuous reinforcing sloe P P A 9 $ '' /p RE , E G91, ,`` Floors. situation ere in the work except elsewhere Pminimum Construed I to an similar9 and shall ce apply Y len ths: v ,^"�"�'�"` ,w. a I The design floor dead load of 12 psf assumes:a floor system utilizing wood decking or where indicated otherwise. is #4 bars: 21" minimum wood subflooring,over wood truss, wood 1 -joist, or. solid sawn lumber framing. The floor - #5 bars: 26" minimum m covering is assumed to be Carpet, vinyl, wood or ceramic tile. The Engineer shall be - 7: Refer to the structural drawings far all structural details and sections. The contractor #6 bars: 32" minimum - € notified if the floor coverings differ from the noted assumptions shall contact the Engineer for clarification in Cases of Conflict between the structural ' to c5immencing work 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. s i s prepared b others prior drawings and drawm P P Y P. dra 9 Y 9 ,. Roofs: Metal or Shingle: 10 psf (Rafters) 2. psf (Wood Truss) 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The Contractor shall provide spacers, chairs, bolsters, etc., necessary to suppo rt Concrete or Clay Tile: 15 psf The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel. Support items which bear on exposed concrete surfaces shall have g -. Refer to Architectural Plans for Roof Covering System -£ psi.. The Engineer shall be notified if soil conditlons encountered differ from the ends which are plastic tipped or stainless steel - .2000 noted assumptions. All requirements for site preparation and soil Compaction - - - - -- . DESIGN LIVE LOADS: specified in the soils report shall be followed unless more stringent requirements are MASONRY: specified in these plans.. Floors: General. Exterior Balconies: 40 psf Exterior Decks. 40 psf .. p CONCRETE: - - - Y. All masonry work shall be: in accordance with "Building Code Requirements for = Stairs: 40 psf (or 300 lb point load) be in accordance with "Building Code Requirements , g q Masonry Structures," ACI 530-08, and Specifications for Masonry Structures," ACI 2 ' Garages: 60 psi (or 2000 Ib point load) 1. All concrete work shall Concrntefor Structural Concrete," ACI 318 08 and Specification for Structural Concrete," ACI 301 530.1-08. m All Other Areas: 40 psf II have t following minimum compressive ressive strength at 28 days: shall All concrete 9 2. Grout shall conform to ASTM C476 with minimum 28 day Compressive strength of - - Attics: tt 'Pc=2500 sl de footings, and mist :concrete: P Slabs on gra 9 2000- psi per ASTM C1019. Grout shall be mixed to provide a slump between 8. to 11 . P P ., x ... Without Storage' 10 psfS With Limited Storage:. 20 psf. fractural slabs, walls' beams and columns: '.fc=3000psi _ Designated radon zones only -all concrete: Pc. 3000psi Type N mortar may be used 270 and be P 3. Mortar shall conform to ASTM C YP Y s m With Storage. 30 psf (fixed stair access) - in brick veneer. 3. Cement shall Conform to "Specification for Portland Cement' (ASTM C150) - -. shall be responsible for the design and installation of all flashing g m CLIENT: a ELITE HOMES Roofs: - Less than 4:12 slope: 20 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates' (ASTM C33) 4:. The Contractor I 4:12 slope or greater: 16 psf Concrete Masonry (CMU): - DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic that are deleterious to concrete or steel reinforcement. 1. Concrete: masonry units (CMU) shall be ASTM C90 -06B, Hollow Lead -Bearing PROJECT material or other substances - Concrete Masonry Units, normal weight, with a minimum Compressive strength of ' DUPLEX SOUTH Walls: - 6.. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi (f m=1500 psi). ` DONNER ROAD. ATLANTIC BEACH) Brittle Finish (wind load): L/240 `Flexible Finish (wind load): U1120 structural drawings. All reinforcing details shall conform rwiDetails and Detailing of ACI 315, detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following 2 Joe NUMBER. 7 - m15.0717 - co" Floors: *. Concrete Reinforcement" unless drawings.. --_ minimum lengths - # SCALE: a Y' = 1'-0' (U.O.N) Live Load: L/480 #4 bars 20":mimmum .: Total Load: U240 * 7.alignment as well as placement of reinforcement Tolerances for foundation and slab #5 bars: 25" minimum OO NOT SCALE THIS ORawlNc RELEASE DATE: *increased floor stiffness may be required by floor covering manufacturer -a shall be in accordance with Standard Tolerances for Concrete Construction and " #6 liars: 30": minimum - - Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the. sill plate. in 5'-0" maximum lifts. B. 06-18-15 REvi ioNs Roofs: 3. Grout all cells containing vertical reinforcement d Live Load:. L/240 Total Load: - L/180 _ 4. Provide cleanouts per ACI 530.1-08 in the bottom course of masonry when the wall g ... - _. height exceeds 5'-0„ I DRAWN BY. CMF. CHECKED BY:MJB 5. Beam reinforcement shall be continuous across Control joints. .. IRLMor�W \= 00.UMM /FSS {�R CiiNOF AiL+MQKFILE' /t� PERMITS�ORlI1RlL1R (�/' O TITLE: GENERAL NOTES BHEET1of2 n SHEEri �CSEE '.. 1KQU S-1 �.ls- Clay Masonry (Brick): 12. Fasten plies of 1 '/e wide engineered lumber as follows: WINDOW, DOOR AND SOFFIT PRESSURES: 2 -ply beams with (3) rows of 0.131 x3 W nails @ 12"o c. 1. All window, door and soffit assemblies shall be designed to withstand the design + each side - manufacturers . nails 8"o.c. ) m accordance with the 131"z3 / ( e Installed rows of 0. @ w and shall b k and ms wdh 3 r res indicated. brio Facing nc , 3- I bra O pressures hall conform to ASTM C62, C216, or C652 for Budding Brick, 9 P Y SDW screws @ 12 o.c. P 1, Brick s _ .with 2. rows of Simpson 6'/<" long Brick, respectively. Grade SW shall be used. 4 ply beams O P requirements. Hollow Br 2. Brick veneer shall be anchored with approved ties spaced no more than 16' o.c. STRUCTURAL STEEL: vertical and 16". o.c. horizontal.- Additional ties shall be provided around all N all openings greater than 16' in either direction, and shall be spaced no more han 36" 1. Structural steel shall conform to AIS Specifications for Design andFabrication and o.c. and placed within 12' of the openings.- Erection of Structural Steel for Buildings (latest editions). a. Welded connections: AWS DIA 3, .Strand wire veneer ties shall not be less in thickness than No. 9 gage wireand shall b. Structural steel shapes, plates: ASTM A36 edin the mortaroint: Sheet metal ties shall not be les than No. E. Structural steel pipe: ASTM A53 or A501 IIS have a hook embedded J ha -ASTM A500 22 gage by 7/6" corrugated and fastened with 1 3/." galvanized roofing nod d. Structural steel tubing: Adjustable or strand wire veneer ties shall be used at CMU walls. - 2. All structural steel connections and fabricationsshallcomply with -AISC-specifications. 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for supporting brickveneer over openings... This angle will not be required for arched. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. windows where brick is. self-supporting._ If the length of the opening exceed S6,- 0' then connections may be drilled or punched. Flame -cut holes s " require for bolted Gonne Y angle shall be attached to the framing with / x 3 lag scr ws @ 12" 4. Holes req the sire g shall not be used. o.c. or Simpson Ya" x 3" SDS screws @12"o.c. WOOD FRAMING: - 5.Bolts shall be installed to the "snug -tight" condition - u.o.n. ;pacification 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior All wood framing has been designed in accordance with "National Designp SSPC SP -6 "Commercial Blast Cleaning". 1 � 9 - m steelwork shall be cleaned per t int in PRESSURES ON WINDOWS, DOORS & (NDS) for wood construction," 2005 edi on.. SOFFITS (psf) b AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) Pos`: Neg Fos Neg conditions. surfaces exposed and visible to the exterior of the structure. E 0 to 20 sf 18.3 -245 183 .19.8 20.1 to 50 at - 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 '. -18.0 100.1 to 200 sf 15.5 -19 1 15.5 --17 1 200.1 to 500 sf 14.7 -17.4 - 14.7 -16.3 Soffit Design Pressure .18.3 -24.5 18.3 -19.E - 18 HULSBERG ENGINEERING INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE FL. 32258 P 904.886.2401 F: 9042604367 jhul�ng@belisouth.net FLORIDA C.A. NUMBER 25646 isn flgl `C�yU�eV/A /;NSF %O °07g S ATOF _ F ORIDA-1615CF�.` 8 °s/ �LtiYDS.° t�fvS6N� g COMMENT Yawn Nuu H TITLE: g GENERALNOTES SHEET 2 of 2 J SHEET ^/ ® L (NDS) for wood construction," 2005 edi on.. o pain g,GC - t0. BaseDesign Pressure 15.50 Pi b to or in contact with masonry,: concre a or soil 7. SSPC Paint 36 (polyurethane) shall be applied as the. final coat to all structural steel 2. All wood members exposed weather shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. E 3: If ACQ treatment is used on wood member, then all nailing shall requi a 8. Field touch-up after installation where required to restore final finish. b E hot -dipped galvanized nails meeting .ASTM A153 Class C, or ASTM B69%Class 50. AND ANCHORS: TYPICAL EDGE STRIP (5) RE HARDWARE € If borate treatment is used then galvanizing isnot required. a = 3:5' X 4. Prefabricated woad ti u sea shall comply with NDS and 'National Design tandard for 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, Steel Products (USP), or Engineer approved equal TYPICAL INTERIOR ZONE (4) - 9 Metal Plate Connected :Wood .Truss Construction (ANSI/TPI 1-07)." United x 5. All trusses shall be designed by the Truss Manufacturer's registered Engi ear. -. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM �. F1554, Grade 36. 6. The Truss: Manufacturer shall submit shop drawings and design notes wit Engineers seal for approval. Design notes shall include the rat i a- '. d loadeel or gal. 3. All metal connectors and hardware which are exposed to the exterior or acontact Type 316 stainless stivanized per registered capacity of the truss to truss connectors, and the manufacturer's license t fabricate with ACO pressure treated lumber shall be ASTM Al 53, Class C, or ASTM 8695, Class 50. trusses utilizing the connector system proposed. The contractor shall app ove fabrication and installation drawings showing size; shape and layout. a h 4. Anchor adhesives shall beeither SET -XP or AT -XP by Simpson Strong -Tie (with m duan install L Jobsite.handling and erection, including temporary bracing, g Approval) and installed according to the manufacturer's instructions. f Florida Product ) tion o F o Pp debris brushed out prior to installation of anchor . a trusses shall comply with TPI / WTCA BCSI 1. Holes shall be cleaned of all and 9 adhesive. a CLIENT: " ELITE HOMES 8. All prefabricated wood trusses subjected to uplift conditions shall. be seCL walls or beams with metal connectors as noted in the rely fastened russ ROOF COVERING: to their supporting Connection Schedule.l I The contractor shall be responsible for the design and installation of the roof covering s V PROJECT DUPLEX SOUTH 9. All gable ends shall be balloon framed or braced. in accordance with the i pplicable system. ' detail as shown in the structural drawings - 2. Asphalt shingles shall comply with ASTM D3161 and be Installed according. to the i (DONNER ROAD •ATLANTIC BEACH) _ (Balusters and Panel ill components ts. B in -fill d guard ( an P . Guardrails handrails,.. 9 10 , Fillers) shall manufacturer's requirements. - 9 Joa NUNeER COUNTY. - w g 9 scALe. - y° = V-0" (U.O.N.) be provided by others. 3: Clay and file roofs shall be installed per the "Concrete and Clay Roof Tile Installation _ ..... ..... 11. Engineered lumber (LVL, Parallam or LSL)shall meet the following mini um material Manual," and the manufacturer's requirements. E DO NOT SCALE THIS DRAWING - specifications: 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according g a RELEASE DATE: 06-18-15 LVL or Parallam LSL E=1,900,000 psi : E=1,550,000 psi to the manufacturer's requirements. - REvisioNs: a z _ Fb=2,600 psi Fb=2,325 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Fc =750 psi Fc =800 psi . Fv=285 psi. Fv-310 psi and valley material s I BY.CMF DRAWN w a - CHECKED BY MJB I FSS H TITLE: g GENERALNOTES SHEET 2 of 2 J SHEET ^/ ® L 33-10"- WITH 24"x 24"x 12" PAD FOOTING uUL SB ERG . 24" x 24'x 12" PAD FOOTING 3„ 12'-0" 4'-8" 12'4" 3° 11 WITH (2)#5 EACH WAY (TYP.)\ .) . MONOLITHIC - - SEE DETAIL "E" ON SD -1 SEE DEETAITAI EACH WAY (TYPL "E" ON SD -1 ENGINEERING, INC. �. 11481 OLD ST. AUGUSTINE RD.; SUITE#202 --� JACKSONVILLE, FL. 32258 P: 904.886.2401 F: %4.260.4367 jhulseng@bellsouth.net w I Y o I I y o I w FLORIDA C.A. NUMBER 25846 iO'Mfi1v111111N1 8v5 :...: ",a< ew:: „ri -- -) DOOR REC SS DO RRECESS a � 4"CONCRETE SLAB..pampl WON '' 3 c "`. WITH 6x6 W14x1:4 WWF... �: 1.. 1`!_ �.. OR FIBERMESH OVER112 U.O.N. -OE.'SIPy1PS s MIL VAPOR 2x_ STUDS @ 16"0 C ( ) s �4 j BARRIER COVERING s 'v ECt1PFI '�a_— CLEAN, COMPACT, 2X_ TREATED SILL PLATE ➢ c WIVA �IIIE\'" i„o • , (SEE TYPICAL WALL SECTION s D TREATED FILL p FOR ANCHORAGE) s 5 3'-0”3-11 ' & T-11" 13'-0 SD- o CURB HEIGHT VARIES Ie 4" CONCRETE SLAB WITH 6x6 q F-1 i o / W1.4x1.4 WWF OR FIBERMESH29 a o rA I h I I«cn---1 — — E_ SD-2SD-2 e _ ¢ j VAPOR BARRIER OVER x N r- I :3 I I TREATED AND COMPACTED FILL 15 11-81. 20" WIDE FTG - 3 #5 CONT. s �3 L -j F F SECTION - BEARING CURB IN GARAGE H SD -2 9 i Mama. m CLIENT: km - /a•,. I ' ELITE HOMES ........ s -_j �— <'n ro PROJECT: — "—— ---J L DUPLEX SOUTH o(DONNER ROAD. ATLANTIC BEACH) I g Ie 'JOB NUMBER ICOUNTY d.I ( I CJ= SUGGESTED CONTROL JOINTS 150717 DUVAL N w I LOCATIONS (SEE DETAIL "T" ON 50.SCALE:2) �1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING. w s = DENOTES TWO STORY RELEASE DATE N J I p '-"„,",.: FOOTING CONDITION 06-18-15 REvlsloes: S•3 : I SD -1 - CONTRACTOR SHALL VERIFY ALL DIMENSIONS I I L, _I � tVU1YUH 11V 1Y rUilY IL_L 1213" �I 3'B" 14�-3�� �I g SHEET: . -10"V_ FOUNDATION PLAN - S..-3 ' 1'_0" 33_10^ ® V I m I I I I I GARAGE DO R OPEN I SEE DETAIL "F" ON S 1 I NG I -1 I uJllvvrllVF1[RrrrtvvGV RVVnr�nrr .vn TO CONSTRUCTION = E[TITLE­.­­_.­... CHECKED BY:CMF MJB / FSS I I L, _I � tVU1YUH 11V 1Y rUilY IL_L 1213" �I 3'B" 14�-3�� �I g SHEET: . -10"V_ FOUNDATION PLAN - S..-3 ' 1'_0" 33_10^ ® V - NOTE. i REAR POST SHALL BE TREATED T ON ABU44-2POST BASE. STRAP (2) 2x12 PON H — (p) 2x12 PORCH 'OST TO EACH BEAM ABOVE WITH III. BEAM(TYPICAL) BEAM (TYPICAL) (1) H6 -Z CLIP OR (1) MSTA24-Z III III �, TYPICAL ALL POSTS -(U.O.N.) III III III III SEE DETAIL F' ON SHEET SD -7 E III III III SD -7 III (2) 2x8 HEADER SD -7 III 2) 2x8 HEADER III M-3 2J 2K SW 3 2J 2K W_g 1 L_, I I ¢I Imo..... oI I� 3)2x6 BUILT-UP POST ALIGNED WITH I - (3) 2x6 BUILT -UP --.TRUSS Al ABOVE POSTALIGNED WITH "INSTALL SOLID .- I I TRUSS Al ABOVE BLOCKING •' I INSTALL SOLID `. BETWEEN FLOORS BLOCKING l I' BETWEEN FLOORS . F: I .. I I ; I I /(3) 2x6 BUILT UP POST ALIGNED WITH.I (3)2x6 BUILT -UPS POST ALIGNED WITH TRUSSAIABOVE .: c;I I TRUSS Al ABOVE INSTALL SOLID I INSTALL SOLID BLOCKING BLOCKING. BETWEEN FLOORS f BETWEEN FLOORS i I 1 I 'I I SW -3 —SW -3. S -W-3 — — Spy3 — _...i I .... EXTEND SHEARWALL SHEATHING .... I I ACROSS FLOOR TRUSS (PENETRATIONS ALLOWED FOR MECHANICAL ELECTRICAL) I: I I I �I I� (2) 2x4 BUILT-UP I I 2) 2x4 BUILT-UP �POST(MINJ I I POST (MIR) LD -- GARAGE DOOR SHALL I I GARAGE DOOR SHALL BE RATED FOR A BE RATED FOR A MINIMUM. DESIGN I L. MINIMUM DESIGN PRESSURE OF 18.3 psf t PRESSURE OF 18.3 psf t. (2) 2x12 HEADER (2) 2x12 HEADER 2J 2K 2J 2K WALL LAYOUT - FIRST FLOOR HULSBERG ENGINEERING; INC. 11481 OLD ST. AUGUSTINE RD., SUITE #202 JACKSONVILLE FL 32256 P: 904.886.2401 F 904 260.4367 lhulseng@bellsouth.net h 15 %� 'SOW PE - ENO��` r"rrra..Onpn111JOp" DENT ELITE HOMES ROJECT:. IUPLEX SOUTH )ONNER ROAD - ATLANTIC RFAclar wurvlr 15.0717DUVAL ,ALE Y' =1'-0" (U.0 N.) DO NOT SCALE THIS DRAWING LEASE DATE:. 06-18-15 alslONs RAWN BY:. - CMF 1ECKED BY:. MJB/FSS TLE WALL LAYOUT FIRST FLOOR S_4 OTE EACH REAR POST SHALL BE TREATED LOOR EXTERIOR WALLS SHALL BE 4x4 POST ON ABU44-Z POST BASE. STRAP POST F'FjNO�T��El� ED WITH 2X6 SPF N0.2 STUDS 16'O.C. TO EACH BEAM ABOVE WITH _@ (1) H6 -Z CLIP OR (1) MSTA24-Z HEIGHTS UP TO 9'-1 X" - U.D.N. TYPICAL ALL POSTS - (U.O.N.) E SEE DETAIL "F ON SHEET SD -7 LOOR INTERIOR BEARING WALLS SHALL SD -7 UCTED WITH 2x4 SPF N0.2 STUDS @ 16"O.C. PLATE HEIGHTS UP TO 9'-l)/B' - U.O.N. - ST FLOOR EXTERIOR WALL FINISH EXIBLE'{SIDING) - U.O.N. NOTIFY ENGINEER - -NY VARIATIONS SHEARWALL LEGEND: ` - NON-BEARING WALL = BEARING WALL O = SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2 Yz) NAILS @ 6"O.C. ON EDGES ANMD 12'0.C. . . ON INTERMEDIATE SUPPORTS.` C� = SHEARWALLS FASTENED WITH SdCOM (0131"x2Yz" NAILS@ TO.C. ON EDGES 'AD 12 0 C s _ ON INTERMEDIATE SUPPORTS. SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL DRY _ SHEARWALLS SHALL BE 8 'E'XTEND SHEARWALL SHEATHING CONSTRUCTED WITH Y ACROSS FLOOR TRUSS DRYWALL AND NAILED WITH (PENETRATIONS ALLOWED 6d COOLER NAILS FOR MECHANICAL I ELECTRICAL) @ TO.ON ALL SUPPORTS. S 2 .IT IT _I NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6' U 0 N.. a WOOD FRAMED HEADER LEGEND E NOTE SIZE OF HEADER '- > REFER TO ARCHITECTURAL PLANS - 2 2x_ HEADER s FOR SEPARATION WALL DETAILS J K GARAGE DOOR NOTES QUANTITY QUANTITY OF JACKS. OF KING STUDS. u - 1. INSTALL LI) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER, NAIL STRAP INTO: HEADER AND JACKS BELOW, NOTE: '. :ALL WOOD FRAMED LOAD BEARING HEADERS 2. EMBEDDED STRAP AT EACH END OF GARAGE SHALL BE MINIMUM (2) 2X6 NO.2 OR BETTER w DOOR OPENING SEE. DETAIL "F" ON SD -1 SYR INSTALL MINIMUM (1) JACK AND ; - (1) KING STUD. AT EACH HEADER (U.ORN HULSBERG ENGINEERING; INC. 11481 OLD ST. AUGUSTINE RD., SUITE #202 JACKSONVILLE FL 32256 P: 904.886.2401 F 904 260.4367 lhulseng@bellsouth.net h 15 %� 'SOW PE - ENO��` r"rrra..Onpn111JOp" DENT ELITE HOMES ROJECT:. IUPLEX SOUTH )ONNER ROAD - ATLANTIC RFAclar wurvlr 15.0717DUVAL ,ALE Y' =1'-0" (U.0 N.) DO NOT SCALE THIS DRAWING LEASE DATE:. 06-18-15 alslONs RAWN BY:. - CMF 1ECKED BY:. MJB/FSS TLE WALL LAYOUT FIRST FLOOR S_4 (2) 2x6 HEADER (2) 2x6 HEADER 1J 2K ( 1J 2K LI IIII IIII - I I ill IIII II WALL LAYOUT - SECOND FLOOR - SHEARWALLS SHALL BE PROJECT: CONSTRUCTED WITH Y2" DUPLEX SOUTH DRYWALL AND NAILED WITH s (DONNER ROAD -ATLANTIC BEACH) NOTES: - 6d COOLER NAILS couNTv JOB NUMBER:15-0717 HENGINEERING,ULSBERG1) @ 7"0 C. ON ALL SUPPORTS. DUVAL NOTE: ALL EXTERIOR WALLS SHALL BE SW -6 U.O.N. l SCALE:. 1'-V' (U.O.N.) ALL SECOND FLOOR EXTECRIOR WALLSSHALL BE DO NOT SCALE THIS DRAWING SIZE INC. ❑ ❑ ❑ 2 2x_HEADER CONSTRUCTED WITH2X6SPF N,.2 STUDS 16"O.C. @ _ a 714810LJACKSOGILLE, F.32USTINE RD., SUITE#202 JACKSONVILLE, FL. 32268 O UANTITY UANTITY DRAWN BY. CMF FOR PLATE HEIGHTS UP TO F-1 Y U.O.N. ffi P 904886.2401 F. 9042604367 MJB/FSS NOTE: TITLE: - WALL LAYOUT ALL WOOD FRAMED LOAD. BEARING HEADERS - SECOND FLOOR SHALL BE MINIMUM (2) 2X6 N0.2 OR BETTER ;, jhulung@bellouth.net SYP. INSTALL MINIMUM (1) JACK AND sNEET:. (1) KING STUD AT EACH HEADER (U.O.N.) a S-5 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL FLORIDA C A. NUMBER 25846 - A BECONSTRUCTED WITH 2X4 SPF N0.2 STUDS @ 16"O.C. R PLATE HEIGHTS UP T08-1 Ye"-U.O.N. - D , f FLOOR EXTERIOR WALLFINISH F y E ^/S'•.•�1'cJ /� 3)T THE SECOND IS "FLEXIBLE" U.O.N. NOTIFY ENGINEER / _ f j '; Q (SIDING) - OF ANY VARIATIONS.... ,^ / , 0. 507 I I I g 6 OF I MM RRMM ;' I l � MENTS: SOLID .:. I SOLI e CORNER CORNER III - I I , Q SII I I ISHEARWALL LEGEND: I I �I III" ..... _ NON-BEARING WALL .:.:. I .BEARING WALLS.. SW -6 _ IV SHEARWALLS FASTENED WITH e SbLID SOLI 8d COM (0.131" x2A )� CORNER :: ..:I. t.. . ODRNER :: .. .:..,..... 2I0@ 6"OC: ON EDGES " .C. '! .... ... .. ON INTERMEDIATE SUPPORTS: m SWC, D)� ,....... I —_ I . _.:: .— �1 — �. _ SHEARWALLS FASTENED WITH ® 8d COM (0.131"xM") Y") NAILS @ 3"O.C.ON EDGES AND 12'O.C.: ON INTERMEDIATE SUPPORTS. - _ SBS = SHEATH BOTH SIDES OF WALL E CLIENT AT INDICATED SHEARWALL ; ELITE HOMES (_DRY); (2) 2x6 HEADER (2) 2x6 HEADER 1J 2K ( 1J 2K LI IIII IIII - I I ill IIII II WALL LAYOUT - SECOND FLOOR - SHEARWALLS SHALL BE PROJECT: CONSTRUCTED WITH Y2" DUPLEX SOUTH DRYWALL AND NAILED WITH s (DONNER ROAD -ATLANTIC BEACH) 6d COOLER NAILS couNTv JOB NUMBER:15-0717 @ 7"0 C. ON ALL SUPPORTS. DUVAL NOTE: ALL EXTERIOR WALLS SHALL BE SW -6 U.O.N. l SCALE:. 1'-V' (U.O.N.) WOOD FRAMED HEADER LEGEND: DO NOT SCALE THIS DRAWING SIZE z RELEASE DATE 06-18-15 OF HEADER n y REVISIONS: 2 2x_HEADER � O UANTITY UANTITY DRAWN BY. CMF OFJACKS OF KING STUDS CHECKED BY: MJB/FSS NOTE: TITLE: - WALL LAYOUT ALL WOOD FRAMED LOAD. BEARING HEADERS - SECOND FLOOR SHALL BE MINIMUM (2) 2X6 N0.2 OR BETTER ;, SYP. INSTALL MINIMUM (1) JACK AND sNEET:. (1) KING STUD AT EACH HEADER (U.O.N.) a S-5 11 HULSBERG ENGMERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 - R 904.886.2401 F: 904.260.4367 jhulseng@bellwLth.net g FLORIDA C.A. NUM .5846' WI ryY _.. _.. N d7,9 - T A E s eco �� SALE ... ECTORS ... ,.. ..NOTE INTERMEDIATE RIGHT:' F=� - ...... 1) ALL TRUSS CONNECTORS ARE BASED ON ,... ' . . UPLIFTS COMPUTED BY ENGINEER OF -- H2.5T OR 15600 H2.5T ORSDWC SDWC 15600 Q IIIYIIi IYt ll{111\l\\i\ g E x ... ,.. ..NOTE 9 £ - - ...... 1) ALL TRUSS CONNECTORS ARE BASED ON ,... ' . . UPLIFTS COMPUTED BY ENGINEER OF -- - a - ,. : UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS ..... .. ..... .. - SHALL BE DISREGARDED:. - 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM o SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. m DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR "- APPROVAL BY THE ENGINEER OF RECORD AND THE :.. - CONTRACTOR. 3}TRUSS CONNECTORS NOTED SHALL BE INSTALLED `.. AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR- - APPROVAL OF THE ENGINEER OF RECORD. b 4) SEE SHEET SD -7A FOR INSTALLATION DETAILS - :; WHEN USING SDWC 15600 SCREW n CLIENT:. .. ELITE HOMES 2 PROJECT:. DUPLEX SOUTH _...... _......._. ...... .._....... .._._...... g (DONNER ROAD. ATLANTIC BEACH - COUNTY: DUVAL JOB NUMBER: 15.0717 1 a SCALE'. E -0O NOT SCALE THIS DRAWING RELEASE DATE: - 1 06-18-15 ��', REVISIONS: a K ' ! DRAWN 8y: w CMF , g CHECKED BY: - MJBIFSS nne LOWER ROOF LAYOUT SHEET: S-6 i LOWER ROOF LAYOUT ® ' HULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202. JACKSONVILLE, FL 32258 g P: 904.886,2401 F: 904260.4367 w� jhulseng@bellsouth.net FLORIDA C.A. NUM R: 25846 / No a t3 ryp# yry� trm S e y C ';•°. ,<, L Y IMPSSDN PSri EL RE ES ' No 40 TRUSS CONNECTORS TRUSS TRUSS ID LEFT INTERMEDIATE RIGHT UPLIFTS COMPUTED BY ENGINEER OF RECORD. - HT 324 HTS24 I SHALL BE DISREGARDED. - .ALL OTHER TRUSSES H2.5TOR HZ5T OR SDWC 15600 SDWC 15600 - H2.5TOR SDWC 15600 NOTE: :. 1) ALL TRUSS CONNECTORS ARE BASED ON - UPLIFTS COMPUTED BY ENGINEER OF RECORD. - UPLIFT VALUES IN TRUSS ENGINEERING. DOCUMENTS I SHALL BE DISREGARDED. - 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM `.-f SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE -. g ✓2 CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED ' AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. - - - 4) SEE SHEET SD -7A FOR INSTALLATION DETAILS a CLIENT: WHEN USING SDWC 15600 SCREW a ELITE HOMES a PROJECT: 'g DUPLEX SOUTH (DONNER ROAD • ATLANTIC BEACH 2 JOB NUMBER: COUNTY: 150717 DUVAL: ,. SCALE: y" = T-0" (U.O.N ) g DO NOT SCALE THIS DRAWING RELEASE DATE: 06-18-15 REVISIONS: E DRAWN BY: . _ CMF CHECKEDBY: MJB/FSS S TITLE: m UPPER ROOF LAYOUT s SHEET' S-7 JL- NOT EACH REAR POST SHALL BE TREATED_ 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1)H6 -Z CLIP OR.(1)MSTA24-Z TYPICAL ALL POSTS -.(U.0 N.) SEE DETAIL F° ON SHEET SD -7 E SD -7 HOI I - I HENGMEPJNG,ULSBERG OTE INC. EACH REAR POST SHALL BE TREATED 11481 OLD ST. AUGUSTINE RD., SUITE # 202 44 POST ON ABU44-Z POST BASE. STRAPJACKSONVILLE FL 32258 POST TO EACH BEAM ABOVE WITH NOTE: g P: 904.680.2401 F. 9042604367 (1)H6 -Z CLIP OR (1)MSTA24-Z ALTERNATIVE TO SSP IDSP AT DOUBLE PLATE, w jhul ng@bellwuth.net TYPICAL ALL POSTS - (U.O.N.) (1) SIMPSON SDWC 15600 SCREW OR FLORIDA C.A.N BER 25846 SEE DETAIL "F' ON SHEET SD -7 ALTERNATIVE TO SPH—AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD )� TO DOUBLE PLATE PER SIMPSON DETAIL. „"1p z S/ - DOUBLE �\,•°•\r(,/\/S� �1Q ...PLATE t N '50791 c moo'° TA DsOF �a' MN. T. MAX T,MAX STUD SDWC 15600 2 SCREW ELEVATION-SOWC15500 m OPTIMAL 22Y2* ANGLE E DOUBLE 30\ t I. - PLATE fT SDWC 156SCRESTU. SECTION-SDWC15600 - CUENL a ELITE HOMES THREADED ROD LEGEND: PROJECT: • = a THREADED RODFROM g DUPLEX SOUTH FOUNDATION TO DOUBLE PLATE. DONNER ROAD - ATLANTIC - (4" MINIMUM EMBEDMENT REQUIRED) g JOB NUMBER: COUNTY O - % THREADED ROD FROM 15.0777 DUUAL FOUNDATION TO UPPER SCALE: Y8" = 1'-0' (U O.N.) FLOOR DOUBLE PLATE. - (4" MINIMUM EMBEDMENT REQUIRED) DD NOT SCALE THIS DRAWING RELEASE DATE. ❑ _ HOLDOWN (AS NOTED 06-18-15 ) � REVISIONS: - INSTALLED AT SILL PLATE O - HOEDOWN (AS NOTED) INSTALLED. R AT SILL PLATE. COUPLE MINIMUM Y8" 0 DRAWN BY CMP N N GARAGE DOOR NOTES - ROD TO HOLDOWN ANCHOR AND CHECKED BY SD -5 SD -5 - 1. INSTALL U) MSTA30 STRAP AT EACH END CONTINUE TO DOUBLE PLATE ABOVE:. 2 MJB /FSS OF GARAGE DOOR HEADER. NAIL STRAP TITLE. TIE -DOWN LAYOUT INTO HEADER AND JACKS BELOW. O - HOEDOWN (AS NOTED) INSTALLED , ' AT SILL PLATE, COUPLE MINIMUM %" 0 m FIRST FLOOR 2. EMBEDDED STRAP AT EACH END OF GARAGE ROD TO HOLDOWN ANCHOR AND - i SHEET: DOOR OPENING SEE DETAIL F" ON SD -1 CONTINUE TO UPPER FLOOR T ^ -� TIE -DOWN LAYOUT -FIRST FLOOR DOUBLE PLATE ABOVE. J HuGM RG (, ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258. P: 904.886.2401 F: 904 260 4367 ihnka ,fnRhAl.dh net. 0yN Cy �7pJ� �0? Dff:- Tgrpp 06-1&15 E4E6 . m.9%, •,, gyp. g - �CS16 BETWEEN CS16 BETWEEN 3 S w w ^ III FLOORS FLOORS w p _ s SII =ry a fl = goo III0 00 appH ... ... .. a p III /516 BETWEEN CS16 BETWEEN o ~ m w / FLOORS' 'FLOORS IR w 45 s m ) 5 CLIENT:. - ELITE HOMES THREADED ROD LEGEND: _ s • THREADED ROD FROM g PROJECT: FOUNDATION TO DOUBLE PLATE.DUPLEX SOUTH IIII (4" MINIMUM EMBEDMENT REQUIRED) _ (DONNER ROAD - ATLANTIC BEACH IIII�, JOB NUMBER: COUNTY: Oi = %" THREADED ROD FROM 1' 0" (U O.N.) 15.0717 DUVAL. FOUNDATION TO UPPER SCALE: _ YB FLOOR DOUBLE PLATE. " (4 MINIMUM EMBEDMENT REQUIRED). s3 DO NOT SCALE THIS DRAWING . RELEASE DATE: = HOLDOWN (AS NOTED) 06-18-15 IIII REVISIONS: $ INSTALLED AT SILL PLATE iF IIII, _ O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE. COUPLE MINIMUM % 0 W DRAWN Br: CMF ROD TO HOLDOWN ANCHOR AND CHECCONTINUE TO DOUBLE PLATE ABOVE TITLE: o er MJB / FSS S PRE. pp HOLDOWN (AS NOTED) INSTALLED TIE -DOWN LAYOUT AT SILL PLATE. COUPLE MINIMUM %' 0 1s SECOND FLOOR ROD TO HOLDOWN ANCHOR AND _ CONTINUE TO UPPER FLOOR SHEET: TIE -DOWN LAYOUT- SECOND FLOOR DOUBLE PLATE ABOVE. g S-9 BRICK VENEER WITH 1 AIRSPACE BRICK VENEER WITH 1"AIR - CONT x(1)#5 HENGINEERlNG,ULSBERG AND WALL TIES INC. CONT. FLASHING; PROVIDE WEEP HOLES SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC BILL PLATE - AUGUSTINE SUITE p202 @33"O.C. CONT. FLASHING; PROVIDE SILL PLATE JOINT FILLER HEIGHT OF CURB VARIES (8" FL. JACKSONVILLE; FL. 3225a JACKSONVILLE, 0.4367 SILL PLATE GROUT AIR SPACE BELOW FLASHING x WEEP HOLES @ 33"O.C. CONCRETE SLAB z 6"MIN. MAX.) P: 904. LIseng 1 FIsouth jhulseng@hellsoum t CONCRETE SLAB n GROUT AIR SPACE BELOW SILL FLASHING r-'—'`- GRADE CONCRETE SLAB ELORIDA C.A. NUM R 5846 \\ \� PLATE CONCRETE SLAB .. CONT GRAD / '. GRAD \//\(1)#5 �-.l /��\\/ 8" CMU STEMWALL WITH (1) 94@480C rg /\\/�\� �. •.•>�\� �a`y .. ,r'/A°,, CMU STEMWALL WITH " o\r.AND IN EACH CORNER. °. '.t//�% € •C'ENS �� \8" (1)#4@48"OC 5 m�\/ FILL CELL SOLID AT EACH #4 REBAR. \ �\ �i/ // ///\//! @1 ��� lS1 AND IN EACH CORNER / / • a \ ! FILL CELL SOLID AT EACH #4 REBAR. -q z; r a - i/ / �\/T// ✓ - • \/ \y Y\\j\\j , �/ HOOK REBAR 12"JNTO UPPER COURSE \ \y\\/\\ \ / / /,, OF BLOCKS AND 6" INTO FOOTING. /\ /�\%`�\/ 12" INTO SLAB AND 6' INTO \// \//� / 1'-0" ONE STORY - 2 #5 CONT.- \ HOOK REBAR !/� FOOTINGS j/A1j 6' TWO STORY - (2) #5 CONT. - 6„ 5" 1'E' ONE STORY 2 #5CONT. £ �� ., �TATEF �F 1'$" ONE STORY- 2 #5 CONT 1'-5" ONE STORY- 3 #5 CONT. 1'-8" TWO STORY -(3)#5 CONT. e TWO STORY - (3) #5 CONT. 6N A SECTION STEMWALL WITH BRICK SECTION MONOLITHIC WITH BRICK D SECTION STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE ' ,�AFAQ 5 MENTS: sD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 2 R F�� m CONCRETE SLAB I k'i r*ti J1 SILL PLATE L, { 8 CONCRETE SLAB `�.. SILL a `'- PLATE CONCRETE SLAB -' \/j\/\/\/\\i \%\r GRAD \/�\ / /\ CONCRETE SLAB GRAD GRADE V/ �//Vr\ GRADE - (1)#50 T. 1)#5.CONT. /V v y8 CMU STEMWALL WITH 1 #4 4WO.C. IN EACH CORNER. A AiV 1 ry\/AA A / `' -. - /VArjVA�V ADD B" x 16 CMU TO INSIDE OF AND V • �_ AA/fi FILL CELL SOLID AT EACH #4 REBAR. ..:� \V� ice/ • s:.' \ bENIWALL AT POST LOCATION - • \/AAA//A/ HOOK REBAR 12" INTO SLAB AND 6" INTO �/ WITH ,(1)#4 VERTICAL IN. EACH /AA FOOTING. 6 A (AS NOTED) REINFORCEMENT (AS NOTED) ONE STORY - 1'-8" ONE STORY - 2 #5 CONT. 1'A° TWO STORY -((2) #5 CONT. TED REINFORCEMENT (AS NOTED) 1'-8" TWO STORY - (3) #5 CONT. B SECTION-STEMWALL SECTION - MONOLITHIC E SECTION -PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE 50.1 NOTE: 1F STEMWALL HEIGHT EXCEEDS 48" CONTACT SUl NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS; ENGINEER FOR ADDITIONAL REQUIREMENTS. g BRICK VENEER WITH 1" AIR SPACE "ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) «« 3 CLIENT:..' AND WALL TIES € ELITE HOMES CONT. FLASHING; PROVIDE WEEP HOLES STHD14 STRAP NAILED TO @33"O.C. - GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH I"AIRSPACE AND WALL TIES a'. _ : �a�' PA51.STRAP NAILED TO GARAGE GARAGE DOOR POST.. EMBED STRAP INTO FOOTING n RROJEci::. g DUPLEX SOUTH y DOOR POST. BEND STRAP INTO AS SHOWN 8 (1) #5 CONT. CONT: FLASHING; PROVIDE WEEP o FOOTING AS SHOWN \ - DONNER ROAD. ATLANTIC BEACH): JOB NUMBER: COUNTY SILL PLATE .r HOLES 33"O:C. _ o ¢ z ¢ FILL JOINT WITH ELASTOMERIC w 6" MIN, GROUT AIR SPACE BELOW FLASHING a ' imm SCALE: 8, - 1'-0" (U.0 N.) JOINT FILLER= SILL HEIGHT OF CURB VARIES (8"MAX.) N z z o PLATE CONCRETE I- #4 WITH 6" HOOK INTO FOOTING z AND:BENT. 12" MINIMUM INTO a w - OO NOT SCALE THIS DRAWING RELEASE DATE ,. 06-18-15 CONCRETE SLAB GRAD GRAD \ \—m THICKENED EDGE. a m = GRADE REVISIONS: m 8"CMU STEMWALL WITH .(1)#4@48"O.C.,..gz _ // ,�//�\\/� ° °• 9,polji •Y _ a ° o \\r \ AND IN EACH CORNER I w° �� -GRADE °• �� FILL CELL SOLID AT EACH #4 REBAR. / / /`i/j��"i\� _. °° _ •a ° • _ _ _ y/r g DRAM BY: CMF w .HOOK REBAR I2 INTO UPPER COURSE 5,,,\\� /�//\\ ^ ��\.=..—/�\ /� °c _ -` \\/! /\/\/\ e..tl s: a /\/�`�. - \ cHECKEo By.MJB I FSS OF BLOCKS AND 6 INTO FOOTING 6„ 1'-5" ONE STORY 3 #5 CONT \i o\ \\'\;\/i��/\iT\jam `/ \ \i i ?lVA/A 'y 11,81pONE STOW '2).#5 CONT, / TITLE I -b TWO STORY - (3) #5 CONT � FOUNDATION DETAILS SHEET 1 of 2 SECTION STEMWALL AT GARAGE WITH BRICK SECTION MONOLITHIC AT GARAGE WITH BRICK DETAIL• PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC SHEET C� D �) - - F 50.1 NOTE:. IF STEMWALL HEIGHT EXCEEDS 48" CONTACT 50.1 NOTE: 1F STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS ® J -- T SHOWER AREA —' SHOWER AREA ' ----' FOOTING (2)MSTAM36-Z STRAPS H ULSBERG MONOLITHIC NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC.. ' WITH (13) 10d COM NAILS @ 11481 OLD ST. AUGUSTINE RD., SUITE#202 ,., 8" CMU STEMWALL 3" MAXIMUM OVERHANG ^" FASTEN STRAP TO FOUNDATION JACKSONVILLE, FL. 32258 m P: 904886.2401 F: 9042604367 FORM EDGE (OPTIONAL) <E WALL WITH (8) Ya" x 2k CONCRETE jhmseng@6ellsa net _ W FLORIDA C.A. NU BE 25846 PLAN VIEW CONCRETE SLAB # SCREWS INTO MASONRY OR PLAN VIEW - • ^ - (8)Y4" x 1 %" CONCRETE III �.\ SCREWS INTO CONCRETE. - CONCRETE SCREWS SHALL BE ® �, w�""�•.ai,�,� •�O°� S S�I \ jai \(1)#5 POWERS PERMA-SEAL 1 #4 CONT. CONT. GRADE FINISH OR EQUAL „ ..� S •. tP ', F• i „ 6 MIN \\/ ALL WITH 1 #4 \ 8 CMU STEMW 0 C AND IN EACH CORNER.@ "_ " STRAP SHALL BECOVERED WITH _ �.,. . R� ' �'!O- 2 HEIGHT OF CURB VARIES\�!�j/�48 1)#4CONT. SILL S�61MIN / A�/AAj� q \ - \\/\\� FILL CELL SOLID AT EACH #4\j\ SIDING OR STUCCO I 0791 PLATE CONCRETE SLAB c+ PLAHEIGHT OF CURB VARIES (8" MAX.) - \\/ `• •. \\/���// REBAR. HOOK REBAR 16" INTO \ NOTE a _ ` • z . GRADECONCRETE PORCH SLAB AND 6" INTO \��j/\\/\ �' THIS DETAIL MAY SUBSTITUTED FOR AT ` 2. T - SLAB '.;. 6� � FOOTING. EITHER THE PA51 STRAP (STEMWALL) OR O . F �, �y5 � 4�,•. GRAD /\ /\/� %y 2:#5 CONT... 1'8" O THE STHD14 STRAP (MONOLITHIC). a Y a ...jAaPE'0� s �8'CMU STEMWALL WITH(1) #4 4B"O.C: �,� A// ` • /. q z -moi/// "'I'4 tf� N Gomm Miulnn / AND IN EACH CORNER. _-?/ ,• .-. ,,A,>. SECTION -PORCH STEMWALL R DETAIL -EMBEDDED STRAP ALTERNATE. E FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO '�A� /V A j�//V*' # $ SD -2. NOTE: IF STEMWALL. HEIGHT EXCEEDS 48" CONTACT BD -2 6FOOTING.� ENGINEER FOR ADDITIONAL REQUIREMENTS. V-0" ONE STORY - 2 #5 CONT. 1'-81. ONE STORY - (2) #5 CONT 1'-0" TWO STORY - (2) #5 CONT. NOTE: - 1'-8" TWO STORY - 3 #5 CONT. O SAW -CUT CONTRACTION JOINTS (I e CONTROL JOINTS) s - AS SOON AS HE CONCRETE HAS HARDENED ENOUGH - `.. G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS (TYPICALLY 1-4 HOURS IN WARM WEATHER) s CONCRETE SLAB S So -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. 000 \ FILL CUT WITH V DEEP xYe"WIDE SAW ELASTOMERIC -CUT AT DENOTED >s# a - \\\�� GRAD \ \/ CONT. FILLER .LOCATIONS. CONCRETE SLAB SILL CONCRETE SLAB \\�\ 8" C \/�\8 CMU STEMWALL WITH (1) #4 O.C. AND IN EACH CORNER. _ PLATEQ//<�48 FILL CELL SOLID AT EACH #4 q \/�� a / /�\ ' ��-:;� ° • • �` REBAR. HOOK REBAR 16" INTO 9-/ o• ° m o- "</\\/F,� \ \ \ PORCH SLAB AND 6" INTO ,. /\.FOOTING.. _ CONCRETE SLAB 4 1,8" a2) #5 CONT. 11-4" ONE STORY- 2 #5 CONT. 1'-0'' (1)#S CONT. a CLIENT: V-8" TWO STORY -(3)#5:CONT. M SECTION PORCH STEMWALL WITH BRICK T SECTION -TYPICAL SAW -CUT CONTROL JOINT ELITE HOMES H SECTION INTERIOR BEARING K SECTION -THICKENED EDGE sD-z NorE: IFsrEMwaLLHEICHrExcEEDs4a°corracT sD_z , DUPLPROJECr. g DUPLEX SOUTH ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -2 50.2 - g (DONNER ROAD -ATLANTIC BEACH) n" JOB NUMBER:COUNTY: - TREATED POST 6 SCALE: g" = V-0". (U 0 N.) BEARING POST (AS NOTED) CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB ABU_ POST BASE WITH PAVERS BY OTHERS e DO NOT SCALE THIS DRAWING RELEASE DATE 06-18-15 CONCRETE SLAB 2^ GALV. ANCHOR EMBEDDED a 12"(SET-XP ADHESIVE) PLATE CURB HEIGHT VARIES ,REVISIONS. • �\\\,, _ °._////\/, ¢pz\i,/gra \ F•a-%//%✓`\\ ////\// .. /\\ <, 81'TALL, 12" SQUARE GROUTED e a i a; \\F' ;% \\,, / \ \,� > CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X24X12"PAD... I DRAWN Bv: CMF CHECKED BY: FOOTING WITH (2) #5 EACH WAY AS NOTED REINFORCEMENT (AS NOTED) 8': (1) #4 CONT.: Y TITLE: DETAILS ' 1'4" ONE STORY- 2 #5 CONT.FOUNDATION TWO STORY (3) #5 CONT. a SECTION -NON-BEARING STEPDOWN G DETAIL -PAD FOOTING SHEET z of z SECTION BEARING STEPDOWN P SECTION - INTERIOR BEARING PAD FOOTING sae sD.z SHEET: 2 //� S.D_L SD -2 SD -2 HENGINEERfNG,ULSBERG ROOF COVERING (BY OTHERS) INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 ROOF TRUSSES JACKSONVILLE, FL. 32258 CORNICE DETAIL P: 904886.2401 F: 904260.4367 DOUBLE PLATE (BY OTHERS) m jhulseng@bellsouthnet NUT WITH Tx 2"x is" WASHER / # FLORIDA CA NUMBER 25846 - ALTERNATE: SIMPSON LEES Y SLOTTED WASHER WITH 1" WASHER. /s"0 THREADED ROD Vd OR'Yz' RATED SHEATHING EXPOSURE I -SHINGLE ROOF s ° SSM %2" RATED PLYWOOD SHEATHING, EXPOSURE I -TILE ROOF j 1 /,", ••, A 19 III 3 �� _ EI -METAL ROOF _ .SIMPSON %`0 x 6" TITEN HD OR.: SIMPSON%_0 x 6 / TITEN HD ROD COUPLER 2x No.2-SPF ORNo 2 SYP \ � � /z RATED 0.113'x2 .11 ' x 2 Ys' _ - - a FASTEN 6-0Q.O EDGES RING SHANK g' THREADED ROD SET IN ADHESIVE OR e' THREADED ROD SET IN ADHESIVE WITH SUBFASNAI WITH (2) SS (x 3Ya" NAILS @ 6"0 C ON EDGES AND INTERMEDIATE SUPPORTS. WITH MINIMUM 4" EMBEDMENT' MINIMUM 4" EMBEDMENT WITH NUT & 1" ENDNAILS AT TRUSS (U O N) - r e $ o7g? WITH NUT .&1"WASHER WASHER GYPSUM BOARD _ * CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) nn J. (2) 2x_ SYP #2 DOUBLE PLATE (U 0 N) '�`-�•.,j. Y SIMEG` c SD -3 DETAIL ROD ASSEMBLY GYPSUM -ANCHOR BOLT s aN+eeqrm nuEnNrr' 10 Y6RATED SHEATHING, EXPOSURE FASTEN WITH 0131"x2Y2"NAILS@60C ONI EDGES AND 12-O.C. ON INTERMEDIATE SUPPORTS g (U.O.N.)(BLOCK ALL EDGES) g __2x SPF #2 STUDS @ 16'O.0 - U.O.N. (SEE WALL LAYOUT) NUT WITH 2x_SPF #2 SOLE PLATE(U.ON) NAIL TO RIM ROOF COVERING OTHERS) BOARD WITH 0.131'x 3 Ye NAILS @6'OC - 8 _.. ROOF TRUSSES _ - - Wiz" RATED STURD I FLOOR (T&G) SHEATHING CORNICE DETAIL GLUED AND NAILED FASTEN WITH 0,131"x 2 Y" RING (BY OTHERS) SHANK @60C ON EDGES AND 12-O.C. IN THE B FIELD. FLOOR JOIST (I,IOISTSHOWN SAWN `a JOIST SIMILAR - SEE SECTION'C" ON 2 SD -4 FOR OPEN WEB TRUSS) a ( %6"ORIYP'RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 'Yu' RATED PLYWOOD SHEATHING, EXPOSURE I -TILE ROOF GYPSUM BOARD 2x_No2 SPF OR No 2SYP \ _ 'Yz'RATED SHEATHING, EXPOSURE I - METAL ROOF RIM BOARD SUBFASCIA WITH (2) 0131"x 3Ya FASTEN WITH 0.113" x 2 Y' RINGSHANK - t\� ENDNAILSATTRUSS(U.O.N.) NAILS@6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS: s NAIL JOIST TO PLATE WITH Y4"TOENAILS GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE (U:O.N.) CONNECTOR AT EACH TRUSS (SEE CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH 0.131"x 3Y4'NAILS @ 8"O.C. CLIENT: (2) 2)L_ DOUBLE PLATE(U.o.N.) € ELITE HOMES APPLY SHEATHING HORIZON=STUECCAOL APPLY SHEATHING HORIZONTALLY FOR STUCCO �—GYPSUM BOARD APPLICATIONS, EXCEPT THATHREADED COUPUNGAS REQUIREDAPPLICATIONS, EXCEPT THAT 7116" STRUCTURAL 1 RATED OR 15132 RATED SHGYPSUM BOARD PROJECT: RATED OR 15132 RATED SHEATHING MAY BE 2x_ SEE #2 STUDS @ 16"O.C. - J.O.N. (SEE WALL LAYOUT) INSTALLED VERTICALLY: a DUPLEX SOUTH z_sPF#zsTuos@1s°o c.-u.o.N.(sEEwuL Avou g (DONNERROAD • ATLANTIC BEACH) INSTALLED VERTICALLY,- . COUNTY J08 NUM"R. %6" RATED SHEATHING, EXPOSURE I. %s" RATED SHEATHING, EXPOSURE L _ FASTEN WITH 0.131"x 2 Yz^ NAILS (1a 6"O.C. ON FASTEN WITH 0.131"x 2 Y' NAILS (al 6"O.C. ON 9 SCALE: EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. NOTE EDGES AND 12'O.C. ON INTERMEDIATE SUPPORTS 3 y' = 1'-O" (U O N ) Flw::l (U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES) g ON EXTERIOR WALLS SILL ON EXTERIOR WALLS E DO NOT SCALE THIS DRAWING SHALL BE ANCHORED BY THREADED RELEASE DATE CHORED BY THREADED �—THREADED ROD ASSEMBLY AT RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT 06-16-15 LEMENTED BY ADDITIONAL NOTED SPACING (SEE DETAIL "C" ANCHOR BOLTS AS REQUIRED TO NOTED SPACING (SEE DETAIL C' UBAS REQUIRED TO THIS SHEET) MAINTAIN MAXIMUM 48'O C. SPACING THIS SHEET) .REVISIONS AXIMUM 48"O.C. SPACING -(VON) 2x TREATED SYP#2 SILL PLATE WITH ANCHORS �(SHE DETAIL "C"THIS SHEET) INSET WALL Yz FOR STUCCO 2x TREATED SYP 92 SILL PLATE WITH ANCHORS E INSET WALL Y2" FOR STUCCO - APPLICATION (SEE DETAIL "C"THIS SHEET) DRAWN BY CMF LICATIO APR NS a _ 9 CHECKED BY MJB/FSS r N,'"SEE FOUNDATION DETAILS s TITLE: �— SEE FOUNDATION DETAILS- FRAMING DETAILS B SECTION - TYPICAL EXTERIOR:TW0 STORY WALL $ SHEET 1 of 3': ONESTORYWALL 603 SHEET: A SECTION -TYPICAL EXTERIOR 0 r S D3 I - . SILL PLATE (BELOW)FRAMING UL SBERG FULL HENGWEERING, HEIGHT STUDS (TYPICAL) 1NC. " (2)' ROWS OF 0.131 By 11481 OLD ST. AUGUSTINE RD., SUITE # 202 " JACKSONVILLE; FL. 32258 2x_ SPF #2 SOLE PLATE (U.O.N.).NAIL TO BAND NAILS @12"O.C, P: 904.886.2401 F: 904260.4367 BOARD WITH 0:131°x3Ya'NAILS@6"0A. — STAGGERED (TYPICAL) jhulseng@bellsou et FLO 16A C : NUMBER 25646 - BAND BOARD - 2X6 OR 2x8 FRAMED WALL ryn�uu llp 9 l.,ppS.I SILL PLATE (BELOW) `���,��' 2x4 CORNER FRAMING FULL HEIGHT STUDS /•t '•� ��•O OPEN WEB TRUSS - - - - - - MINIMUM OF (3)-2x4 BLOCKS 12" LONG NAILED - WITH (4) 0:131"x 3 Y" NAILS TO EACH ADJACENT - O C�'97 '- SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE FASTEN WITH STUD EDGE NAILING REQUIREMENTS OF UPPER WALL : ALTERNATE: INSTALL SOLID STUD IN THIS T.A�'(_ y} - TOENAIL TRUSS TO PLATE WITH SPACE - m 2x4 CORNER FRAMING. FULL HEIGHT STUD••.�� A' (2)0131^x3Ya NAILS : DOUBLE PLATE (U.O.N.) (2) ROWS OF 0.131"x 3Ya" NAILS @ 1z^o.c. 2x4 FRAMED WALL m g SECTION -TYPICAL FRAMING AT 900 CORNERS G SECTION TYPICAL OPEN WEB FLOOR TRUSS F b soa sD-a saa NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3Ya" NAILS - ROOF OR FLOOR FRAMING (AS NOTED) 7 ADD 2x4 VERTICAL SCAB IN EACH CONNECTOR IF NOTED TRUSS IF NO WEB IS PRESENT (SEE CONNECTION SCHEDULE) s UPLIFT CONNECTOR (AS NOTED) (3 0:131"x 3Ya" NAILS TYPICAL AT EACH TRUSS - E. 2x4 SPF BLOCKING- NAIL WITH (2) 2x4 X-BRACE ACROSS LENGTH OF g 0.131"x 3 Y' NAILS AT EACH END SHEARWALL c.: s (END NAIL OR TOENAIL) - NAIL SCAB TO PLATE WITH (3) a 0.131"x 3Y" TOENAILS GYPSUM BOARD TRUSS (AS NOTED) TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.)� TOENAILED TO DOUBLE PLATE WITH NAIL PORCH SHEATHING AS NOTED 0.131"x 3Ya" NAILS @ 4"O.C. EXTERIOR FRAMED WALL DOUBLE PLATE 2X_SPF#2 STUDS.@16"O.C.-U.O.N. m MINIMUM'/16' RATED SHEATHING, (SEE WALL LAYOUT) _ $ ' `- EXPOSURE I FASTEN AS NOTED CLIENT: ELITE HOMES , _ ON WALL LAYOUT (BLOCK ALL EDGES) SECTION EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION INTERIOR SHEARWALL PERPENDICULAR TO TRUSS D G - GYPSUM BOARD so asa4 SECTION ONLY APPLIES WHEN REFERENCED 2 PROJECT THREADED ROD ASSEMBLY (IF NOTED) _ INTERIOR SHEARWALL (IF NOTED) SHALL € DUPLEX SOUTH i (DONNERROAD- ATLANTICBEACH) USE 3/16' R TED SHEATHING FASTENED - JOB NUMBER: COUNTY: NAIL EACH END OF BLOCKING To AS DUVAL SCALE BOTTOM WITH (3) 0.131"x 8-Y" RUSS (AS NOTED) INSTALL 2x4 BLOCKING BETWEEN x4CHORDSBLOC 2x TREATED SYP #2 SILL PLATE WITH 140" (U 0 N. ) x4 SPF NAILER- NAILTOTOP PLATE WITH TRUSS BOTTOM CHORDS @12"O.C: - ANCHOR SEE DETAIL ON SHEET SD-3 ( ) DO NOT SCALE THIS DRAWING g RELEASE DATE: 06-16-15 131"x 3Ya^ NAILS @ 6-O.C. BOTTOM CHORD OF TRUSS 2x_ SPF #2 SOLE PLATE # „ REVISIONS: NAIL EACH. BLOCK TO DOUBLE PLATE WITH (3) WITH 0.131"x3Ya"NAILS $ 9 *EXTERIOR 0.131N 3Ya" NAILS' @ 8"O.C. -U.O.N.: AIL PORCH SHEATHING AS NOTEDDOUBLE PLATE �" / FLOOR BEAM(AS NOTED)ORAwN sv.CMF FRAMED WALL - T MINIMUM RATED SHEATHING, - 2 CHECKEDBv: MJB / FSS EXPOSURE I FASTEN AS NOTED .EDGES ON WALL LAYOUT BLOCK ALL ) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION _ s TITLE:( - FRAMING DETAILS E SECTION - EXTERIOR WALL PARALLEL TO TRUSS ' H SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION -TYPICAL INTERIOR BEARING AND/OR SHEARWALL - SHEET s of s JII SHEET: sorso-a THIS SECTION ONLY APPLIES WHEN REFERENCED soa r SQ-4 TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) PLATE(SYP#)DOUBLE T71T SBER�'1 48'MIALUOUBLICE LENGTH = KING AND JACK STUDS TOGETHER PLATE WITH 0.131'x UL DN LJ NAIL EACH PLY OF K PLATES WITH 0.131'x 3' � SPLICE LENGTH PLATE I EKING INC. 48• MINIMUM s JOINT IN UPPER STUD TO PLATE NAILING ENGINEERING, JOINT IN LOWER PLATE WITH 0.131 x 3Yn" NAILS @ 6"O.C. STAGGERED NAILS @ 8'G.0 PI LSTUD TO MINIMUM NAILING OF N CA (16) 0.131"x 3" NAILS IN THIS ZONE. THREADED ROD ASSEMBLY CENTERED (TYPICAL) DOUBLE PLATE I I STAGGERED N 17481 OLD ST. AONVILL , F .32 SUITE #202 ON SPLICE IN PLATE OR THREADED ROD —JACK STUD AND KING CONNECTION STUD SIZE END NAIL TOENAIL JACKSONVILLE, FL. 32258 g„ E°� ASSEMBLY WITHIN I2° ON EACH SIDE OF I TYPICAL FRAMING _ P: 904.886.2401 F: 904260.4367 MAX,�. STUD REQUIREMENTS AT CHANGE IN m jhulseng(a]hellsouth.net JOINT. 6"MAX. I I 2x4 (2) (3) _ (-•. (SEE WALL LAYOUT PLATE HEIGHT m MFLORIDA CA NUMBER: 25846 STA36 STRAP 2x6 (3) (4) CENTERED ON e CHANGEIN 2x8 (4) (5) I - PLATE HEIGHT (5) (fi) ji THREADED ROD ASSEMBLY WITHIN I I 2x10 gyp...... fi OF SPLICE IN LOWER PLATE 2x4 BLOCKING. BETWEEN ALTERNATE: IF ROD IS GREATER STUDS TOENAIL 1 WITH(3)) JACKSTUD � � S xALL NAILS NOTED ARE 0131 x3Y �. ••. THAN 6'FROM SPLICE -ADD NAIL EACH PLATET OR ENDNAIL EACH ENO SSP AT SPU CE - O NAILS -TOENAIL - TO ADJACENT - - 1 OR ENDNAIL (TYPIC AL STUD WITH (3) 0.131 x 3 Ya �Y• ,,!!p NAILS . 2x_SPP #2 STUDS SII @ 16-O.C. (U.O.N.) EQUIREMENT$ FLO e-15(sEE WALL LAYOUT) HEADER NAILING RYDSSIMP"• P _- , DOUBLE SILL REQUIRED.WHERE @PENING 2x6 (3) NAILS PER PLY '� ••' 0. WIDTH EXCEEDS 61" U.O.N. p17 THREADED ROD 2x8 (4)NAILS PER PLY a ANAL E�G\ ASSEMBLYAT +xoni:pnrnun+iiu+`pOH""` NOTED SPACING 2x10 (5) NAILS PER PLY _ JOINT SILL PLA TE 2x _ TREATED 2x72 (6) NAILS PLY � IN g. SYP SILL PLATEL Ll I 94" LVL (5) NAILS PER PLY � I �� " i' II ii n ii ' - 11 %" SE ii LVL (6) NAILS PLY ' r-- n ' - ul u u u u � u u u u u TYPICAL STUD TO SILL PLATE 14" LVL (7) NAILS PER PLY s 4" MIN.; ANCHOR AS REQUIRED - CONNECTION m THREADED ROD ASSEMBLY 129 MAX. (SEE DETAIL "C" ON SHEET SD -3) BUILT UP POST (WHEN NOTED ON WALL LAYOUT) 16" LVL (8) NAILS PER PLY (BEYOND) ANCHOR COUPLED TO THREADED ROD $ BUILT-UP CORNER POSTNAIL EACH PLY WITH 0,131x 3 Y" (SEE DETAIL "C" ON SHEET SD -3) NAILS @ 6-O.C. STAGGERED L DETAIL - TYPICAL WALL FRAMING CONDITIONS m 12' MAX . s e INSTALL MSTA24 STRAP LOOPED OVER DOUBLE INSTALL DSP CLIP @ 32"O.C. L IE:]E-. PLATE. NAIL TO CRIPPLE ON MAXIMUM SPACING U.O.N. EACH SIDE WITH (6) P CLIENT: .131"x tYz" NAILS. f ELITE HOMES m DOUBLE PLATE STRAP CRIPPLE —JACKS AND KING STUDS. TO HEADER WITH m PROJECT: (AS NOTED) LSTA18 STRAP DUPLEX SOUTH v' (AS NOTDER D) NOTED)I/` (DONNER ROAD - ATLANTIC BEACH `l m DUVAL JOB NUMBER CDUNfl 2x_ BLOCKING (TYPICAL) 1 �pp' �. --__ ___ SCALE::. ___ — _-- __ ___ _____ (3)8.131"x3Ya"TOENAILS AT EACH END -- `-- ---- --- n- n -rr- n --rr-- THREADED � YB 1 0 (LION) PICAL THREADED --n n --Ti -n— 7r-- fl fl II € NAIL EAC SILL PLY TO KING STUD ROD ASSEMBLY ROD ASSEMBLY I. II II ' II II II I. I II II II II II I s DD NOT SCALE THIS DRAWING I II II I u RELEASE DATE. WITH (3) 0.131 x NALS TOENAIL NATE: 06-18-15 OR ENDNAIL (TYPICAL) NOTE: THREADED ROD ASSEMBLY. L 1 l I THREADED ROD ASSEMBLY REVISIONS n nGARAGE BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 NOT REQUIRED AT GARAGE I 1 - NOT REQUIRED S (.0)=. I I I I I I I I L I I -. Y I I I I I I I n I I I DOOR OPENINGS (U O.N. �- YY NAIL PENETRATION INTO MAIN FRAMING DOOR OPENINGS (U.O.N.) ) MEMBERS. (TYPICAL) IE DRAWN BY. (2)2x_SILL : u u.. n uL. w CMF u CHECKED BY SHEATHING MAY CANTILEVER UP TO 2" - `ANCHOR AS REQUIRED ANCHOR AS REQUIRED. MJB / FSS MAXIMUM PAST SUPPORTS. ALL WINDOW FLUSH HEADER CONDITION DROPPED HEADER CONDITION TITLE: FRAMING DETAILS ATTACHMENTS MUST BE ANCHORED INTO 2x_ - s MEMBERS: SHEET 3 0f 3 M DETAIL -TYPICAL ARCH TOP OPENING N DETAIL -DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SHEET: so -s SQSD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED a 5 I - END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 161O.C. 24'O.C. 16'0.C. 24'O.C. NONE REQUIRED 0'TO 53' 0" TO 47" 0" TO 67'. 0"TO 59' 4x4 L -BRACE 54" TO 114" 48" TO 99" s8" TO 145" 60" TO 126" 2x6 L -BRACE 115'TO 182' 100"TO 158" 146'TO 237' 12TTO 201" ROOF SHEATHING ROOF TRUSS (BY OTHERS) WITH BRACE (IF REQUIRED) LAST TRUSS IN ROW REQUIRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS Z(3) NAILEACH SD TO ADJOACENTOTRUSS W TIH ///,--RATED EDIAGONAL BRACE TO INTERMEDIATE NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3 X" NAILS 2x6 BLOCKING BETWEEN TRUSSES WITH / (3) 0.131"x 3 Y4" NAILS EACH END ROOF SHEATHING (AS NOTED) ( LS AT EACH LOOKOUT TO TOP. CHORD OF TRUSS. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS 2x_ BARGE RAFTER FASCIA (BY OTHERS) 2x4 LOOKOUTS @ 48"O.C. H3 CLIP OR EQUAL AT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) '2x6 BRACE SPACED @48"O.C. UNLESS OTHERWISE NOTED .WEBS WITH (2) NAILS -2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) —NAIL DIAGONAL BRACE TO TRUSS WEB WITH (3) NAILS i —CONTINUOUS LATERAL BRACE (QUANTITY/- AND QUANTITY/AND LOCATION DEFINED BY TRUSS SHOP -- DRAWING.) NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS —ROOF TRUSSES (BY OTHERS) - NOTES: 1) CONTINUOUS LATERAL BRACES SHALL BE 1J No.3 SYP OR 2x4 NO.2 SPF OR BETTER (U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS NUT &3"x Tx Y4"WASHER - (SEE THREADED ROD ASSEMBLY DETAILS.) - 12" LONG 2x_ SCAB ( MATCH BOTTOM CHORD) WITH Y2" SPACERS - NAIL W/(3)0.131"x3"NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY SECTION A -A. 2x4. LOOKOUTS @ 48"O.C. FOR OVERHANG H2 5A AT EACH LOOKOUT. o DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT) I I \ I ON ROOF LAYOUT. ( V NOTE:I I II TO REPLACE (1). ROW OF LATERAL BRACING ADD 2x4 T -BRACE NAILED @ 6"O.C. r� LOOKOUTS 2x4 LOOKOUTS @ 48"OQ. FOR I I - WITH 0131"x 2 Y' NAILS IF BRACE I I I I LENGTH EXCEEDS 9'-0". EXTERIOR SHEATHING SHALL OVERHANG H2 5A AT EACH LOOKOUT BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I4 INSTALL 2x4 No.2 SYP T -BRACE NAILED TO OF TRUSS WITH / OVERHANG 0:131"x2Y'"NAILS @6"O.C. / ROOF SHEATHING (AS NOTED) (U.O.N. ON WALL LAYOUT) FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, I I I I �, EACH PLY OF TRUSS WEB AT 6"O.C. WITH BALLOON FRAMED STUDS - (AS NOTED) LOOKOUTS SINGLE PLATE NAIL TO TRUSS -U BRICK VENEER ETC �R TED ROOF— SHEATHING LTO <,�� 0.131" x 3" NAILS TO REPLACE (2) ROWS OF - I I I I I II DOUBLE PLATE GBC CLIP -(2) REQUIRED AT EACH BRACE L -BRACE LATERALBRACING INSTALL 2x6 No.2 SYP GYPSUM BOARD CEILING INTERIOR VAULT TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH VERTICAL WEB WITH II T- BRACE NAILED TO EACH PLY OF TRUSS NAILED TO UPPER PLY OF NOTE -:z 0.131"x3"NAILS @60C. —J- - ---`-- WEB WITH 0.131"x3"NAILS@6"O.C. 0.131"x MY NAILS @ 6"O.C. CONTINUOUSLY BETWEEN BRACES 9 --VERTICAL WEB IN GABLE __ _ __T ---- - ----------- -� -- — E DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT) F SECTION - GABLE END DIAGONAL BRACING so -s THREADED ROD NOT SHOWN FOR CLARITY so -s \,so -s INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH w s END END TRUSS a 2x_ LOOKOUTS AT48"O.C. - (3)TRUSSES M IMUM. NOTE: FOR CONTINU S LATERAL BR CE > 1 R 24" O.C. T -BRACING TO BE USED WHEN CONTINUOUS z w SPACING SEE TABLE) LATERAL BRACING IS IMPRACTICAL. e SECTION -TYPICAL T -BRACE Q DETAIL - TYPICAL LATERAL TRUSS DETAIL VERTICAL BRACING AT GABLE END -TYPICAL so -s s06 NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3 X" NAILS 2x6 BLOCKING BETWEEN TRUSSES WITH / (3) 0.131"x 3 Y4" NAILS EACH END ROOF SHEATHING (AS NOTED) ( LS AT EACH LOOKOUT TO TOP. CHORD OF TRUSS. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS 2x_ BARGE RAFTER FASCIA (BY OTHERS) 2x4 LOOKOUTS @ 48"O.C. H3 CLIP OR EQUAL AT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) '2x6 BRACE SPACED @48"O.C. UNLESS OTHERWISE NOTED .WEBS WITH (2) NAILS -2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) —NAIL DIAGONAL BRACE TO TRUSS WEB WITH (3) NAILS i —CONTINUOUS LATERAL BRACE (QUANTITY/- AND QUANTITY/AND LOCATION DEFINED BY TRUSS SHOP -- DRAWING.) NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS —ROOF TRUSSES (BY OTHERS) - NOTES: 1) CONTINUOUS LATERAL BRACES SHALL BE 1J No.3 SYP OR 2x4 NO.2 SPF OR BETTER (U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS NUT &3"x Tx Y4"WASHER - (SEE THREADED ROD ASSEMBLY DETAILS.) - 12" LONG 2x_ SCAB ( MATCH BOTTOM CHORD) WITH Y2" SPACERS - NAIL W/(3)0.131"x3"NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY SECTION A -A. 2x4. LOOKOUTS @ 48"O.C. FOR OVERHANG H2 5A AT EACH LOOKOUT. o DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT) I I \ I ON ROOF LAYOUT. ( V 2x4 SYP BLOCKING BETWEEN H2.5A AT EACH LOOKOUT ADD 2x4 T -BRACE NAILED @ 6"O.C. r� LOOKOUTS 2x4 LOOKOUTS @ 48"OQ. FOR I I - WITH 0131"x 2 Y' NAILS IF BRACE I I I I LENGTH EXCEEDS 9'-0". EXTERIOR SHEATHING SHALL OVERHANG H2 5A AT EACH LOOKOUT BE NAILED TO BOTTOM CHORD ROOF SHEATHING (AS NOTED). OF TRUSS WITH / OVERHANG 0:131"x2Y'"NAILS @6"O.C. / ROOF SHEATHING (AS NOTED) (U.O.N. ON WALL LAYOUT) '. BALLOON FRAMED STUDS - (AS NOTED) LOOKOUTS SINGLE PLATE NAIL TO TRUSS BALLOON FRAMED STUDS - BOTTOM CHORDWLTH 0.131" x 3 Y" NAILS @ 6"O.C. — I I I I I II NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3 X" NAILS 2x6 BLOCKING BETWEEN TRUSSES WITH / (3) 0.131"x 3 Y4" NAILS EACH END ROOF SHEATHING (AS NOTED) ( LS AT EACH LOOKOUT TO TOP. CHORD OF TRUSS. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS 2x_ BARGE RAFTER FASCIA (BY OTHERS) 2x4 LOOKOUTS @ 48"O.C. H3 CLIP OR EQUAL AT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) '2x6 BRACE SPACED @48"O.C. UNLESS OTHERWISE NOTED .WEBS WITH (2) NAILS -2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) —NAIL DIAGONAL BRACE TO TRUSS WEB WITH (3) NAILS i —CONTINUOUS LATERAL BRACE (QUANTITY/- AND QUANTITY/AND LOCATION DEFINED BY TRUSS SHOP -- DRAWING.) NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS —ROOF TRUSSES (BY OTHERS) - NOTES: 1) CONTINUOUS LATERAL BRACES SHALL BE 1J No.3 SYP OR 2x4 NO.2 SPF OR BETTER (U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS NUT &3"x Tx Y4"WASHER - (SEE THREADED ROD ASSEMBLY DETAILS.) - 12" LONG 2x_ SCAB ( MATCH BOTTOM CHORD) WITH Y2" SPACERS - NAIL W/(3)0.131"x3"NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY SECTION A -A. 2x4. LOOKOUTS @ 48"O.C. FOR OVERHANG H2 5A AT EACH LOOKOUT. o DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT) I I \ I ON ROOF LAYOUT. ( V sas INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH ADD 2x4 T -BRACE NAILED @ 6"O.C. r� I I - WITH 0131"x 2 Y' NAILS IF BRACE I I I I LENGTH EXCEEDS 9'-0". H2 5A AT EACH LOOKOUT I OTS@48"O.C. FOR OVERHANG / ROOF SHEATHING (AS NOTED) '. 2x4 SYP BLOCKING BETWEEN LOOKOUTS BALLOON FRAMED STUDS \ (AS NOTED) �\ SEE DETAIL "G" ON SD -6 DOUBLE PLATE GBC CLIP -(2) REQUIRED AT EACH BRACE GYPSUM BOARD CEILING INTERIOR VAULT TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH EXTIERIOR SHEATHING SHALL BE / 0.131''x3/a" NAILS @ 8"O.C. NAILED TO UPPER PLY OF NOTE DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED \ ALL MEMBERS SHALL BE #2 SYR 0.131"x MY NAILS @ 6"O.C. CONTINUOUSLY BETWEEN BRACES — —. - (U.O.N. ON WALL LAYOUT) — E DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT) F SECTION - GABLE END DIAGONAL BRACING so -s THREADED ROD NOT SHOWN FOR CLARITY so -s \,so -s INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH ROOF SHEATHING (AS NOTED) TOP CHORD OF GABLE END TRUSS VERTICAL WEB OF GABLE ENC TRUSS NUT & 3"x Tx Y" WASHER A 12" LONG SCAB ( MATCH BOTTOM CHORD) WITH Y2' SPACERS BOTTOM CHORD OF GABLE END TRUSS (2) 2x_ DOUBLE PLATE THREADED ROD ASSEMBLY 2X—STUDS ON - PLATFORM FRAMED GABLE END HULSBERG ENGINEERING, INC. 11481 OLD ST, AUGUSTINE RD., SUITE #202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 m No j V" 7 ®® X, OG18'Tf /'O,cx�`•.fFL09{DS, SIM�SON RF�.� CLIENT: ELITE HOMES PROJECT: DUPLEXSOUTH (DONNER ROAD - ATLANTIC BEACH JOB NUMBER COUNTY: - 15,0717 DUVAL SCALE: Y8" = V-10" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE. 06-18-15 REVISIONS'. DRAWN BY: CMF CHECKED 6Y: MJB / FSS TITLE: TRUSS BRACING AND GABLE DETAILS SHEET: SD -6 INSTALL SPH_ CLIPS AT 32"O.C. AT DOUBLE HULSBERG NOTE: PLATE ENGINEERING, INC. ATTACH DOUBLE PLATE TO STUD PER 11481 OLD ST. AUGUSTINE RD., SUITE #202 DETAIL "G" ON SD -7 - ALTERNATE: MSTA24 STRAP LOOPED OVER D ST. AUGUSTI ER32258 DOUBLE PLATE NAILED WITH (6)10d x 1 Y2" NAILS IFR: 904.886.2401 F: 904 ,260.4367 UPPER LEVEL STUD EXTERIOR BEAM (AS NOTED) INTO. EACH SIDE OF STUD wP jhulseng@bellso#.net CS16 STRAP (CUT TO LENGTH) TH FROM UPPER DOUBLE PLATE - UPPER LEVEL STUD DA C.A. NU R B 25846 16 STRAP GUT TO LENGTH FROM UPPER nunnr CS u ( ) STUD TO.BEAM ;BELOW @ 32-O.C. (U.0 N) - xns I Ynx a NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32-O.C. (U.O.N.). ,a � NAIL INTO UPPER STUD WITH (11) 10d AND NAIL cJ� / 1 FIT BENEATH DOUBLE PLATE NAIL INTO UPPER SINTO BEAM WITH (11) 10d NAILS. INTO HEADER WITH (11)10d NAILS STUD WITH (11)10d AND NAIL € BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEAM BEARS ON (2) 2x_ JACKS �— \ w ��✓�\C A BEGIN NAILING 1 MINIMUM BELOW TOP OF (TYPICAL - U O.N.) BEGIN NAILING V MINIMUM ABOVE SOLE PLATE BEAM CONDITION: - NAILING NOT REQUIRED BETWEEN UPPER SILL Ogg -T PLATE AND LOWER DOUBLE PLATE. BEAM (AS NOTED) (NOTCHED BEAM) -o T -A. / FLOOR: SYSTEM (AS NOTED) Si •- ,IT �aF A DETAIL -UPPER LEVELSTUDAVERBEAM BEGIN NAILING 1'MINIMUM BELOW DOUBLE PLATE z`S46* j�yny�Al�mN'�pE.` 50.7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED _ MTODOUBLE \ - E k[b Y4yda" DOUBLE PLATE - 'NAIL SHEATHING PLATE WITH A Ce MENTB: MONOLITHIC FOUNDATION -EXTERIOR (2) ROWS OF 0.131"x 2 Y" NAILS @ 6"O.C. LOWER LEVEL HEADER (AS NOTED) s NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.G s ,Alf� a Y" x 8' TITEN HD SCREW ANCHOR or a".x 6" SCREW ANCHOR BY HURRI-BOLT INC. INSTALL DSP CLIPS @ 24" O.C. OR o 6r Ya" rTHREADED ROD SET aY^ INTO ADHESIVE SPH`@ 32"Q.C. G DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW EXTERIOR BEAM (AS NOTED) P STEMWALL FOUNDATION -EXTERIORDOUBLE PLATE 50.7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED m Y2" THREADED ROD SET 7" INTO ADHESIVE is BEAM INSTALLED BENEATH DOUBLE PLATE m INTERIOR APPLICATIONS- - BEAM BEARS ON (2) 2x_ JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N) MetalBonnector Faslenin Sctiedule USE MONOLITHIC CONDITION ISI son ID USP ID - uplift C ci s Fasteners Anchorage .o.N. CONDITION: A35 MPA, a (12)0.131'x ,h' Na a (DROPPED BEAM) ASI -144 Z PAu44-Tc ma0t,YP) 1z}0.1x2• x 2x or(i2)0.1srx3x" s,a'wn•ambea s ABU88 Z IPAU66 TZ 2300(GYP) (12) 0.182" x 2'h' or (12) 0.162' x 3R" 518• w17' embed F B DETAIL - TYPICAL DTT2-Z INSTALLATION E DETAIL EXTERIOR BEAM TO WALL CONNECTION o5P6 RSPTa.2 775(�P a°SPFF' (8) 0 488xxIle" in[ostudsd (22,to al m {61 0146`x 1X' Into double plate 50.7 (USPbTB•TZ SIMILAR) SD -7 Drr2z Die-rz 2145(SYP) 1835(SPF) (el %'x1n'sDs 'A -W4% (mono) and Tainted (steml GBC HC520 n,e (510.131'into antic brace me (7)0.131'x2%-,ntodbable Plate m - MONOLITHIC FOUNDATION - EXTERIOR- .Hz.5A n18 use RT7 BecrsYP) (5) 0131° x 2%- in each end- All total nra a Y" x 12" TITEN HD SCREW ANCHORiH2.5T nTe ase RT7 545(SYP or SPF) (5) 0.131' x ,s' in each end- (fol total ms § " ALTERNATE ANCHOR: H3 RT3A 455(svP) (4) ot31x 2Y2 n each end (e) total n,a or'/8"THREADED ROD SET 7" INTO ADHESIVE. Hs LFTAs a50(SYP)82o(sPF) (810.131'x 2'h'm each end (16)total: Na Y" x 6' TITEN HD HB RT8A 745(s P) (s) 0.148 x 1x• In each end (10) t°ta1 We STEMWALL FOUNDATION - EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED) HDoa ma use UPHDe 7530(SYP) 549 5(SPF) (20)r.'x T taus 7,s'w I mmbed(sET epoxy omvl el AS NOTED 1 HDue PHDS - 5s4s(SYP)4oe5(SPF) (14)Gx 2%"SD5 ms'wn°embed (m ono) and ,z•embaa(atem Y" THREADED ROD SET 12" INTO ADHESIVE ( ) WITH 2"x/e"WASHER iHDUS PHD6 as70(SYP) 5a20(SPF) (20)r.•xs°sos na"wl,s embed (SET epox• only) m H6 CLIP FROM IHETA16 HTA16 1810(SYP) (10) 0148" x 1h" 4" embed ,POST TO BEAM HTS20 HTS24 or HTS30 HTW20, H1Vd24 or HTW3o 1450(SYP) 1245(SPF) (10} 0.148• x3'n each end (20)totel he CLIENT: ma � ELITE HOMES APPLICATIONS- o 1175 sYP - a 0.148 x3 into woad ,,..,._ .._..,,.-_..__ _ INTERIORAP HTsmis ar Hrsnnm HnrvMls or ( 1 (1 IF EDGE DISTANCE EXCEEDS 5" USE LAP BEAM PLIES AND ""'"'"-- "-""'"' "' -" (4) / x 2r iiten into cMU„te _ `g /. (4) x 1'/.'Tten Into candela Y” x 12" ANCHOR NAIL AS SHOWN - (5) TITEN HD SCREW AN5 •. HTi4 HTT4 4235(sYP) 3840(SPF) (18) 0 16z'x 2% Sl8' wl i' embed (mono) and 12" emtetl (stem aPROJECT: or Y" z 8" TITEN HO SCREW ANCHOR 0.131"x 3 Y" NAILS PER PLY HTrs - HTT5 s(e0(SYP) 4JItISPF) (26l 0.152', , era' w) T pored ono) and 12" embed (stems DUPLEX SOUTH 56 Al MP4F Nn {t2)0.141"x1R" nfa or/s THREADED ROD SET 6'INTO ADHESIVE. PTPOST (AS NOTED) ' LSTA1e LSTA1e -. 1235(svP)11IOSPF) (7)0.,48'x3 insechend-(14)total N. (DONNERROAD • ATLANTIC BEACH) G DETAIL - TYPICAL .HTT5INSTALLATION �I. LTs12 LTW,2 ImideP}666(1i" (61U148'x3,neachena t12,t°tai me H6 CLIP FROM POST MSTA24 MSTA24 1840(SYP) 1455(sPF) (a) 0148 x 3' m each end (18) total me g JOB NUMBER COUNTY DUVAL $0.7 (USP PHDS SIMILAR TO BEAM MSTAM24 MSTAM24 1500(sYP or SPF). (5) 01482:'3Ttten°Into CMU We SCALE: ( ) PT POST (AS NOTED) EXTERIOR BEAM (5) / x I '' Then Into concrete e = V -O" (U,0 N.) ABU POST BASE MSTA30 MSTA30 20W(SYP)1820(SPF) (11)0148', 3'ineath.nd-f22)towl hM S ' (AS NOTED) AS NOTED MSTA36. MSTA36 2050(EVP or SPF) (13) 0.148" x 3' In each end -j26)imai we 00 NOT SCALE THIS DRAWING MONOLITHIC FOUNDATION - EXTERIOR : ( ) MSTAM36 MSTAM36 1870(SYP or SPF) (13)0148'x3 mtowood me P 7 „ 6 - (8) / x 2T Tten hho CMU -- RELEASE DATE /a THREADED ROD SET 15" INTO ADHESIVE , • /s" THREADED ROD .. ... __ _ ._ _ -_... _ 06-18-15 PLAN VIEW AT TOP OF POST o, WITHNUTSET IN - REVISIONS (8) / x 1/'Tten Into concrete STEMWALL FOUNDATION -EXTERIOR o ADHESIVE MTs1z or MrszO MTw12 dr Mm 20 1o00(sYP) 86o(SPF) (7) 014x' x 3' m each end 1141 tma ma a MTSM 16 or MTSM 20 HTWM18 or HiWM�O 88aSYP} (71014e'x 3- Into wootl ma _ < THREADED ROD SET 15" INTO ADHESIVE -- (7" EMBEDMENT) -"' (4) / 2$' nen Into cmu e - " - (4) J. x 1%" Titan Into concrete - >n PA51 TA51-3855(SYPor SPFj (21)0162"x2M' ar(2110162' x 3% 4embed DRAWN BY: INTERIOR APPLICATIONS �' `a 1 / SPH4 e'SPHs SPTH4 or sPhiB ss0(svP sas(sPF (,2)014a"x th' ma _ CMF IF EDGE DISTANCE EXCEEDS 5" USE °.I a ✓ SsP Rsais 35U(sY`o1 SPF) (4) 0148' x 16' Inm studs Inn -- CHECKED BY 1: 1'.I 4 a / - (3)0148'z1%'Intodoablemare MJB/FSS THREADED ROD SET 8 INTO ADHESIVE srnD14 sTADt4 443otsYP or SPF) (3e) 0148' x 3 z' 14' emtea w _ i. TITLE ,. Notes _ a .METAL CONNECTOR SIDE VIEW AT BASE OF POST n. Ad connectors are manufactured by'simpson strong Te cr USP Structural connectors (u ON.). _ DETAILS D DETAIL -TYPICAL HDU8INSTALLATION F DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST 'mono EoatharnPnnSPF stem aUcnq, -ll_ .. i3. Mono m0noh[h c concrete stem = masonry stemrvall or bond beam � SHEET: % 50.1 (USPPHD6 SIMILAR) - o SD-/ SO 4_Ancnorage refers te[hreatled anchors anth notsd tliameters and embedmen[dep[hs N ' o�pe�ETRUSS HENGINEERING, ULSBERG INC.. )asj 1,ONE F 11481 OLDST. AUGUSTINE RD., SUITE$ 202 m JACKSONVILLE, FL. 32258 P: 904.886.2401 F', 904.260.4367 g jhulseng@belXuth.net OPTIMAL 22'/2° F ID C.A. MI 25046 zxt 301 I ® i1 TRUSS BEARING ON m \� TYPICAL SDWC SCREW "A" ON SD 7a OR EDGE GRAIN / S� "B ONSD7a_: _._ SDWC SCREW .IS _ ACCEPTABLE 3 %�OIY O._ /)%9j Yz" MAX. .iZ`_ TRUSS TO TOP PLATE SHOWN BEARING WALL (RAFTER TO TOP PLATE SIMILAR) EDGE GRAIN BEARING CONDITION SDWC15600NOTE: E O L�' YS,t8`I.P°E � UTILIZE METAL. INSTALLATION GUIDE TOOL s§6Y�1 a coMMENTs: PROVIDED BY MANUFACTURER, DETAIL SDWC ROOF TO WALL INSTALLATION TRUSS A -STANDARD _ 9 SD-7a (TRUSS ALIGNED WITH STUD) 3 - ONLY CLIPS ARE ALLOWED TRUSS BEARING ON - - WITH THIS CONDITION END GRAIN - (NO SDWC SCREWS) (EXTENDED VERTICAL): g ®® - SDWC SCREW IS NOT s ®m®a-�mACCEPTABLE � EzU - = ®gsa .BEARING WALL END GRAIN BEARING CONDITION a- - - TRussroTOP PLAreSHOWN D DETAIL SDWC AT EDGE/ END GRAIN CONDITIONS (RAFTER TO TOP PLATE SIMILAR) V MIN MIN - DO NOT INSTALL SDWC IN Do SDWC15600 ® " CLIENT:' HATCHED AREA NOTES: I ELITE HOMES STANDARD SDWC ROOF TO WALL INSTALLATION - 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK s 8 DETAIL - : INTO THE DOUBLE PLATE ( a°) soca (TRUSS OFFSET FROM STUD) PROJECT g DUPLEX SOUTH 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO A WOOD MEMBER. DONNER ROAD - ATLANTIC BEACH) couNTv: I&CALE: TRUSS (RAFTER SIMILAR) 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. JOB NUMBER s " = 1'-D° (U.O.N:) INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL .ARE ACCEPTABLE %" MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF E O NOT SCALE THIS DRAWING (WITH OR WITHOUT APLATE .SPLICE) 3" RELEASE DATE: 4. TYPICAL HURRICANE CLIPS PER TRUSS CONNECTOR SCHEDULE SHALL ( ) 06-18-15 � REVISIONS: BE USED To REPLACE MI5-INSTALLED SCREWS AND/OR SCREW INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE OFFSETY4" FROM-- INSTALLING CLIPS m DRAWN BY _ CMF - TOP PLATE SPLICE MAYALLOWED. 5 -:ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED CHECKED BV SPLICE FOR FULL BE IN UPPER - - MJB / FSS s F .TITLE: , SIMPSON SDWC TRUSS VALUES OR LOWER PLATE m ANCHORSYSTEM DETAIL - SDWC MINIMUM EDGE DISTANCE SHEET SD-7a G/5/2015 I 1:45:4G AM, ARCH D, 1:240,jim gilliam 50' a JEXISTING- _-__- - - - ._ _ _ - —.. j_.1 -L` -- EXEJ ISTING EJ DRIVE j j ARDELLA ROAD -------------------------------- ------------ PROVIDE INLET PROTECTION' F ANY FOR ALL I N LETS LEGAL: A PART OF LOT 15, DONNER5 5UBDIV15ION ACCORDING TO A PLAT THEREOF RECORDED 1N PLAT BOOK 89 PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED A5 FOLLOWS; FOR A POINT OF BEGINNING COMMENCE AT THE INTERSECTION OF WEST -LINE OF LOT 15 AFORESAID AND NORTH LINE OF THE PUBLIC ROAD KNOWN AS DONNER5 ROAD SHOWN ON PLAT RECORDED IN PLAT BOOK -199 PAGE I G OF SAID PUBLIC RECORD5; THENCE NORTH 00'38'45" WE5T ON THE WEST LINE OF SAID LOT 159 A D15TANCE OF 31 G.00 FEET; THENCE NORTH 89'4G'30" EAST, A DISTANCE OF 50.00 FEET THENCE SOUTH 003845 EAST, A D15TANCE OF 320.30 FEET TO THE NORTH LINE OF 5AID DONNER5 ROAD; THENCE NORTH 85"18'40" WEST ON AND ALONG THE NORTH LINE OF SAID DONNER5 ROAD, A DISTANCE OF 50.22 FEET TO THE POINT OF BEGINNING. J L I 0j �00 W� Q m I. J()° W Z W 0 �Q° IY N ° -°° Q0) m :i It z o� � ° o N0) W ALTERNATE LOT COVERAGE: 20' 30 OR ROAD T Z GRAI,. PARKIN PARKING NORTH UNIT: FOOTPRINT (porch garage included) 2330 LL SPOY" SPOT CONIC, DRIVE J °I � DRIVE * WALKS 1210 WQ W 27'-10" zw Zm _ A/C PADS 18 11 0 � Q110 ,,,v .. `�_. CONIC. DRI J TOTAL COVERED (north unit) - 3558 Q W 3 0 J 3 W �' Id NORTH D 0 0 SOUTH UNIT: FOOTPRINT (porch garage included) 2330 H U 0 Q ' ' ""'T DRIVE * WALKS 12G5 GARAGE GARAGE A/C PADS 18 O 0 - ---- TOTAL COVERED (south unit) TOTAL 3G 13 I I TOTAL COVERED (both units) 7171 CONIC. 7n WALK m LOT (5outh of Ardella ea5ement) 1437 PERCENT COVERED 50% !<, 2 STORY DUPLEX g•_,^. PROVIDE INLET PROTECTION' F ANY FOR ALL I N LETS LEGAL: A PART OF LOT 15, DONNER5 5UBDIV15ION ACCORDING TO A PLAT THEREOF RECORDED 1N PLAT BOOK 89 PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED A5 FOLLOWS; FOR A POINT OF BEGINNING COMMENCE AT THE INTERSECTION OF WEST -LINE OF LOT 15 AFORESAID AND NORTH LINE OF THE PUBLIC ROAD KNOWN AS DONNER5 ROAD SHOWN ON PLAT RECORDED IN PLAT BOOK -199 PAGE I G OF SAID PUBLIC RECORD5; THENCE NORTH 00'38'45" WE5T ON THE WEST LINE OF SAID LOT 159 A D15TANCE OF 31 G.00 FEET; THENCE NORTH 89'4G'30" EAST, A DISTANCE OF 50.00 FEET THENCE SOUTH 003845 EAST, A D15TANCE OF 320.30 FEET TO THE NORTH LINE OF 5AID DONNER5 ROAD; THENCE NORTH 85"18'40" WEST ON AND ALONG THE NORTH LINE OF SAID DONNER5 ROAD, A DISTANCE OF 50.22 FEET TO THE POINT OF BEGINNING. J L I 0j �00 W� Q m I. J()° , W I. 8•-1" 33'.'10" 8'_7. 0 a 0 COVERED N O T E S j PORCH I 1.) ELECTRICAL WIRING PER NEC 2008SOUTH W I W 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, L TH UNIT SINGLE PHASE, 15- AND 20 -AMPERE OUTLETS r IN5TALLED IN BEDROOMS 5HALL BE PROTECTED J I "OU BY AN ARC -FAULT CIRCUIT-If4TFRRUPTER L15TED TO PROVIDE PROTECTION OF TIDE ENTIRE CIRCUIT. N I M 3.) UNUSED { I CONC. WALK J O O a W W. -- W N v) h GARAGE GARAG( w w �. I NOTES: W a! ff W 3• -JI 3• 1) OCCUPANCY CLA55 IS GROUP R-3 I �_ 2) CON5TRUCTION TYPE IS TYPE 513 N 'Iy 3) APPLICABLE CODES: N (j W�E 4�G jCONC. DOVE O .GRAVEL; -2010 FLORIDA BUILDING CODE, RE5IDENTIALN s I �__� 1'ARK11,10 In ----_- 2005 NATIONAL ELECTRIC CODE �j ----zo'EIRE 50.22 2010 FLORIDA FIRE PREVENTION CODE HYDRANTI n u �iP WER POLECURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE° ONICONIC. J WALK 0 Q : DONNER ROAD UI D COPYe W REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH z ' SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS z (\ Q REVIEWED BIP �r O S 0 0 W Z W 0 �Q° IY N ° -°° Q0) m :i It z o� � ° o N0) W Z Q� LL J °I � WQ W zw Zm 11 0 Q110 z Z J L Q W 0 J 3 W �' Id W It D 0 0 H U 0 Q , W I. 8•-1" 33'.'10" 8'_7. 0 a 0 COVERED N O T E S j PORCH I 1.) ELECTRICAL WIRING PER NEC 2008SOUTH W I W 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, L TH UNIT SINGLE PHASE, 15- AND 20 -AMPERE OUTLETS r IN5TALLED IN BEDROOMS 5HALL BE PROTECTED J I "OU BY AN ARC -FAULT CIRCUIT-If4TFRRUPTER L15TED TO PROVIDE PROTECTION OF TIDE ENTIRE CIRCUIT. N I M 3.) UNUSED { I CONC. WALK J O O a W W. -- W N v) h GARAGE GARAG( w w �. I NOTES: W a! ff W 3• -JI 3• 1) OCCUPANCY CLA55 IS GROUP R-3 I �_ 2) CON5TRUCTION TYPE IS TYPE 513 N 'Iy 3) APPLICABLE CODES: N (j W�E 4�G jCONC. DOVE O .GRAVEL; -2010 FLORIDA BUILDING CODE, RE5IDENTIALN s I �__� 1'ARK11,10 In ----_- 2005 NATIONAL ELECTRIC CODE �j ----zo'EIRE 50.22 2010 FLORIDA FIRE PREVENTION CODE HYDRANTI n u �iP WER POLECURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE° ONICONIC. J WALK 0 Q : DONNER ROAD UI D COPYe W REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH z ' SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS z (\ Q REVIEWED BIP �r O S 0 0 GL5/2015 1 L:49:49 AM, ARCH D, 1:48,,pm gdliam 33'-10" J L 16'-11" 16'-11" Io) 2'-3" 12'-4" 2'-4 2'-4" 12'-4" 2'-3' _ �0d) x N 2" Q 9 lw TYPICAL POST SETBACK In El El El El El Z ` J<o 33'-10, W Q0) N LANAI 16'-1 1 " 16'- 1 1 " I N -. 8'-5" 8'-5" m 8' 5 8' 5 N z0 5'-8Ec Es " s 5'-8� f, 0 36" 60" 0 co HB 6' SGD HB co N SHOWS N m �N O I Z �0 t 2' N0) w III N 2 HR FIRE RATED co 2 HR FIRE RATED 00 N D aD I ASSEMBLY SEE ASSEMBLY SEE ENGINEERING N ENGINEERING I �ath # 2 BEDROOM # 300 W LIVING ROOM ° 1'-82 0' 2, • O 3'-8 3'-11" 3'-11" 3'-8„ Q - d' Z rN 4' BI—PASS Q J c/) I 3' SEE N I ELEV SOLID I I Y+ WALL — I wW LLI BEDROOM # 2 2 6 °' z m 1 0u 0 Q �- _ ' aQ o N� o o z I DINING ' I Q O 00 0- 2 6 42" HI 00 P -- ----- r`°i SOLID Q W _g I RAIL 2'ATTr r I n— ---- _ Q 0 IACCEISSI I LO 0 I � W I, 28 _ BAR powder OD bath # I 0 SI F----1 r r � DW I O 0 2 2'6 w w 2'6 A IC 00d LAI o - —1 5-4 3 -8 3'- 8 5 -4 uj N a Q° 0 zQ0 LJ L_ GNGE KITCHEN BEDROOM #IE o ICRO o ., I L -J L_J I I I I r a °' REFER — 3,-.4 In r2'8 -- ---- 72" X 42" HS 'n M 1 11 M EGR SS Y, 8 1 1 3' 1 3'-11 8 1' a' CURE 16'-11 16-11 1'-8" Q F r 33'-10"" > aWW� w� W _00 UNIT I UNIT 2 co UNIT IU N T I 2 _ illll 0 Ln I ao I 0 00 0 N to GARAGE t0 Wfam7 J 0 GARAGE l 77 Copyw BELOW Q F B 12' X 7` OH H m a t —11-10-12'-3" 1' 1 —10" 12'-3't 1' 10" 15'-11" 115'-11" ' FIRST FLO -OR SECOND FLOOR 4 ILI Ill D 0 z 3 0L 0 s 6/5/201 5 I I :53:08 AM, ARCI1 D, I :45,,pm gilliam 6/5/201 5 I I :48:55 AM, AKCh D, I :45, dim jilliam PORCH SHED OVERHANGS ❑ ❑ 41 PORCH SHEDS ONLY X LJ II II I 16" WIDE X 16" DEEP O LL �J LI MONOLITHIC FOOTING T 6 ENGINEER STORY OR PER Q i UPPER O W r — , ROOF r _1— .J L J I IL AlJ UNIT I O U UNIT 2 3 — — I � W N. F ----,F ---] � —fir— � 0 w ILJLJII O O FIL,LL4 Ir L--_—JII .. - .. w ` 0 Q - d-_ 0 V-6„ I` TYPICAL O L O 'UPPER ROOF31 J II I I II' II I I II /'� I I 4° CURB 12 o UNI 1 I UNIT L.� I THICKENED SLAB N N L WIDE X 16" DEEP w D I• ® 1 STORY GARAGE OR PER 7 > > 12" WIDE X 16" DEEP ENGINEER W W I I MONOLITHIC FOOTING W I I ® ONE STORY GARAGE O U Ii U 12" WIDE CURB O w TOP FLUSH o WITH MAIN FLOOR. HT. WILL VARY iD N (V N co N FROM 4" TO 6" II I 00 Q I I 6" WIDE CURB 12 I I TOP FLUSH 0 4F— I I WITH MAIN FLOOR. GARAGE HT. WILL VARY L ONLY I FROM 4" TO 6" Q F 1 4 0— w w m GARAGE 1' 1'-10" 12'-3" 1'-10" 1'-10" 12'-3" 1'-10» 1' D Ln OVERHANG ONLY 15'-11" 15'-11" Z ' FLOE: COPY z 3 Q ROOF PLAN FOUNDATION PLAN 33'-10" J (p Lo) 16'-11" 1'6'-11» A I rp 2'-3" 12'-4" 2'-4° 2'-4" 12'-4" 2'-3" U POST BASE W rn <I mo) ❑O.----00 WOZ� JQ C14 a. m I co cop Woo 0 + SILL SILL } Q N� It O Y, NO) N 16" WIDE X 16,,. DEEP THICKENED SLAB ®2 STORY OR PER W ENGINEER d TOP OF SLAB ®#•.# Q M.S.L.` p J J 0 Z F] 12" WIDE X 16" DEEP I THICKENED SLAB 0 2 STORY OR PER O w 0 W Q ENGINEER Ld W W J J Z m -W f/1 O -0 I � o � 0 LJ II II I 16" WIDE X 16" DEEP O LL �J LI MONOLITHIC FOOTING T 6 ENGINEER STORY OR PER Q i UPPER O W r — , ROOF r _1— .J L J I IL AlJ UNIT I O U UNIT 2 3 — — I � W N. F ----,F ---] � —fir— � 0 w ILJLJII O O FIL,LL4 Ir L--_—JII .. - .. w ` 0 Q - d-_ 0 V-6„ I` TYPICAL O L O 'UPPER ROOF31 J II I I II' II I I II /'� I I 4° CURB 12 o UNI 1 I UNIT L.� I THICKENED SLAB N N L WIDE X 16" DEEP w D I• ® 1 STORY GARAGE OR PER 7 > > 12" WIDE X 16" DEEP ENGINEER W W I I MONOLITHIC FOOTING W I I ® ONE STORY GARAGE O U Ii U 12" WIDE CURB O w TOP FLUSH o WITH MAIN FLOOR. HT. WILL VARY iD N (V N co N FROM 4" TO 6" II I 00 Q I I 6" WIDE CURB 12 I I TOP FLUSH 0 4F— I I WITH MAIN FLOOR. GARAGE HT. WILL VARY L ONLY I FROM 4" TO 6" Q F 1 4 0— w w m GARAGE 1' 1'-10" 12'-3" 1'-10" 1'-10" 12'-3" 1'-10» 1' D Ln OVERHANG ONLY 15'-11" 15'-11" Z ' FLOE: COPY z 3 Q ROOF PLAN FOUNDATION PLAN } J� LL 0) wN I(D WO) lm0) —O a J FO W J Q°' J O Z O. - O Z fr d ANO oZ Z �N a Z - �U - O w30 mw pz F-0 C) b - m -OO ; m a m w ujzpoZ Nx�z ow w 0 r o. mr=� >ww� o 0 U rLLJ w f C) �- `` 'm�. UQOz cnaOZ ON mQ >_ 0) z - o a Y w U w U W Q lid 30 z. Z. ILLI Nm OZ WUQZ O� Zw } J a W w O } N W d' V) m 0 W N r m - o a¢ gr w m m z �- o r :.a wow w w x} w a " a a w - ln„ r� Z •N r O a m a a Nm �aa a r w fn tttni- Of r m� N a N� Q IN o ao 3m ao ao 3� ao oo �U1 Q(/1 Ym QU7- UwU' O `L .. z=a oo w� wwW ww JmW L m~3 m4. ma J ma ma m0- ma : Zpz I w�� �_ :i a: z �_ �x �� �� moZ fU ". wZQ :D L) Q - JU JU a J Ujw :W Q :: W Ha W(_) Zr W x Q - H a a. a zO W - lLLll O a FmwQ F $ z ` Z d O zr J s r 3 : " 3 � a 0 F_ 0 W 0 Z a 0 0 o Mwr .':. OK IY .: " ± d z - o 0 Ir D: H OC9 O ocdo JWw /w W_ UZ �W N Uz LO LL t0 3 j. U2.. 111 m z YW ® OJ .�. Nom: ZW J3z ., 1 h i O O U= J OQU . 7w dx J Ln / Y a.. m 7 m- • p m m` 7 W i - m® Z�, �O W.W. mJ® �. ? ZOO i zzz to aW Od0 zzz m C�> O. L)m� m N r\imz'8 WOw: Om� N m : am0 _ •• ON v • _W W A W W _ Z �a I O O Q \z Z \ Q i uj o apoF x o wo ? II LO Y. - z I.JmO�dm a �,aOw mZ<d w®mw. Od� ZO - O Q Ln lx/l zdm pz N. N H_z r� Z x �1 m d' En m�wU�w0 ® ppp wmw~' mQm@Z Li d K mr m as wa Orw mafma mZW da a \ gW Ow Ja .mm W J �z W07W=. p (3 (n Ow - oJmdam m z p� UFom' -o®Q,nJJ N w 0 x iOLU da .pd m - D -w wx 1000 paa D m� \FmWc WJ. a' X Xa >r .moa WX m: \\UNIJmw r d' .� nin mwoa r ooma d �� mz' o Z N- a w mW I�30�m Zm. d p D- r �m �w z¢ a fl: am ��d w Eto.. S u Z LLQ a - 0 0 .- m v - i ail E/5/201 5 1:55:25 AM, ARCH D, 1;4b, pm gilliam Block........ Count ---- REH..........1 ---------- FAN .......... 1 chond........ 1 EF ........... 1 PENDENT ...... 2 WH ........... 1 SMOKE ........ 2 FLOUR ........ 1 OPENER ....... 1 REC.......... 13 CABLE ........ 2 LITE ......... 3 3WAY......... 9 PHONE ........ 1 220..........2 SWITCH....... 15 AIR .......... 1 WLITE........ 5 WP ........... 3 PLUG ......... 24 UCFLOUR ...... 3 FLOOD ........ 1 LL I0 �Q� W (0 IM It ❑ El ElJp0) JQ L E D G E N D W _JO Va0 PLUG ® 220 VOLT p $ SWITCH �N $ RHEOSTAT SWITCH (DIMMER) Z ffQ 3 WAY SWITCH - QQ Block :._— Count } I ---_ 3 WAY RHEOSTAT SWITCH } 7N _ PHONE .1 INCANDESCENT CEILING MOUNT O m N 3WAY........ 3 WLITE....... 3 Z EF .......... 2 ® RECESSED LIGHT - Q NQ REC......... 7 SWITCH...... 15 -I-) WALL MOUNT LIGHT o,N0) PLUG ........ 20 C CABLE ....... 3 FLOUR. CLOSET LIGHT LLLJJJ SMOKE ....... 3 4' XR 2' FLOUR. LIGHT W FOUR TUBE 0� FLOUR. UNDER COUNTER LIGHT OPEN GARAGE DOOR OPENER Q — — — — y FLOOD LIGHT I �J OS SMOKE DETECTOR Q O (�• ® CARBON MONOXIDE DETECTOR °fn &*a WATER PROOF PLUG �Q W EF EXHAUST FAN W W C CC Zm L CEIL o CEILING FAN / LIGHT Q FAN -o Z R Q Q PHONE J © CABLE / COMMUNICATION Q W S L EF EXHAUST FAN & LIGHT. F — lite attic L — O �J tJ J 0� UNDER & OR OVER CABINET LED LJgb S heat EF EXHAUST FAN, LIGHT, & HEATER lite 0 4' X 1' FLOUR. LIGHT 01 to w 0 CHANDELIER 0 ry /w LL S w 0 AIR H HANDLE 2' X 2' FLOUR. LIGHT FOUR .TUBE � � 0 Z I QN NITE LIGHT It p TRACK. LIGHT EXIT EXIT SIGN FIK5T FLOOR I I I I I I L II UNIT I UNIT 2 II �lil I I 0� EMERGENCY LIGHT FIRE EXTINGUISHER 'w ul BILLIARD LIGHT mil PENDENT A/C A/C COMPRESSOR COMP wI• N N I w w �.. SPOT LIGHT m L' 1 W UO ROUND FLOUR. _I 1ryi sc SCONCE 00 I Q II WH WATER HEATER W O N o L I i; W o I I' o w L to D I A m D z , 5 E C 0 N D F L O G R� j Q I QIL 7/J 4/20t 5 10:53:46 PM, ARCH D, 1: 16; pm gdliam FIRE RETARDING _i to shaatwall & pre gaperelia6 Well sva[ems H -STUD, O-RUNNEA, ALUM}NUM BBEAICAWAY' CLIP& ASSEMBLY DETAILS wmabtirieawAREeo1a SheHwan a Ates sepwo*m Wall Statwas ,AREA SEPARATION WALL FIRE & SOUND RATING SUMMARY Www.MedwWAREebm Submittal 09 00 CONT, C SHAPED METAL TRACK SHEATHING WITHIN 4' -One OF PARTY WALL FIRE -RESISTANCE DESIGN ,ID \ �^ �I. 1`� Liner FILL SPACE BTWN TRACK & SHEATHING =10 Area SoMatian Walls Area Separation Wali Tes4Elbma ; AMERICAN na n a' Jhal l Assembly Usage y g WITH FIRE RESISTIRE _t - : Otte,WrinAWAREAmaSeparafp,Walmtmglmwd000fIMe gforomlwltkteWmaybe cas WW .. 'TehY.ReLemlUe: w9tBesgn pp aw1WA 120L3 TgdComponerrisa 2xourrvoneeannyAmsepAFgtienwenesavir dly :''. /,-,, Amedcen ryPau rye GYPSUM W/�LLBQARp FOAM ENTIRE mtlmmip.Mdudnakutnoae[mPprcmmrtreMlganmicea'AaeWltlom.Thearea aratioawaib '"�" "' consimsbAawnimum34 ayvay from llmadjaom&iimpn¢whmh,t typNellY ronFEncemd trowwoad. •.. y tiad"mg tautmmpgam'eb KSfpO In banV leper®tion WW{b podrbnedl YWa homed wWl • Any NLG{aasdWd art gypsum wah'hoard molded yen mllYar bashanmly mwood frnkdng. a offift cmpxelw.I'd. (When, , :qr r ngype uuw.amoa u _ _ :w BXUV -Fire Resistance Ratings -ANSI/UL 203 LENGTH TYP. ROOF W 0R //yyL4 W� ..., : •. ,.' %?; .;. >` ..' .. i. rases-tlW mea le Dwdfrkming- h mama .,. gYP Unm Baara pareira Mea Rm Wgtkbg sen ... the Ria dY. racnmcnl lnrome BXUV7 -Fire Resistance Ratings -CAN/ULCS701 Certified for Canada uhW:2 • Waaa kamin' NmnfiW:2 x4 WpodtrmMrM, A- �(a ,;4 t.eaosnsasos as. b7 _ 0 [CAL PROPERTIES sFcrrowPwRPaDIEs t: XpbW24ntmaaia4rm:aMspatealiegang aheEtwdlliwmee:AlR- „ Shaft r p ds consist of a are redamm dips gypsum cora Internmaatl.... lots. resistant UO percent remcieagmen See General Information for Fire-resistanceRating%-ANSINL.263 - IV_CJ' JL ,. MOMAo- w G Ya Owga WibS iYtiaM Nei IS. Se - -^ "4 , a D"( :,; y .. a Brad FeigAq. Rift&ill ann,. ampul.. I No �) • '. '. L madea to one a.. oft g fate and back paper The face WwYs tided around the long edges to reinforce and pmkd the core. The panels feature a double D11.6on wim ft. do baths precut and rushed smooth. Shan Liner panels are available t• Mick x tendo and a vera of bu ms. e a y e See General InformahUn for Fire Resistance Ratings- CANlU LC-S1g1 Cap for. Canada ALUM. BREAKAWAY W i- .�. `.. - _ Tmnkmm num dao '218ng25 2 26 19 Am89 Z40 0.4310' n1270 U -0X 0.11995 O.m47.,:0176 j ,\ ,dn flange 26 pauAv:SmA:spdmdZ a a.t <.,/;, Products menuladuretl by Ru meacen GY0.' m gamble no asbestos and no tlNedeble leveh it CHLIP EA. SIDE Z m V1 J ::�` ".�' ` u j Iaa oo..nd 112 from sAdfiwd lSndYR. 1 ... Q 218NSYP 2 30 90 OPGt2 6W n;)15p. 02100 0186L d.f482 .:0.0243 Od299: • StAdrmmbg WpaReaang3Sia Idneepiha - " ... ... 1 • part, M1 h tlULE ARO Gmeofth ARe GOLxpenarund, Design No. U347 J ... ....... ... .....y ,yl 1-1(4 sen. HWwa25 daoge¢mq, spa H:24 u. 9laumuipaifill immshahwapsvrtace. ,:' ` I .111 nelr.,n b air Formore inro amen vat wades ,re ma,M h 'al removing swnaams, Certified .to act Mird path C antl Pmaum[amaG m IIg t pet damage IIro andeetlskgEhemlcalexposurewaleatllg'nlhecreeaonofM1eale'er'ntlpaenvmnmenh. www.uic Igg December 15; 2014 2%4 NAILER CUT BTWN, C _ F /p a .., % % ..,.....} I. � ''l CAInIXxrc .�f.. �✓ • 2 b,UaWmimumhraaAawe4 timatukhedm -:wend w stall timing. • arae UL Ci.Mfitl l Type A%p%a larval \ `' �} \i �' U O Y'` Shop Li net panel ustl , notion with other Amerman Gypsum pandete an meal farming members for Share[I and Area Saar n Wall green Llghtsi nombm Waring gypsum$Aa�vall systems have 2pbced lradtldnal masonry for boards. Two s" back m:heth Bre ipsar(ed rapmaannleweb althDtmekmld imo me retrad { inferior tended endmum . Am¢dEan cypapm'a snap intlugap affiveelhc n end ares antl WecAennal dialer lltar haze pp t seem fulll assemblies Nonbearing Wall Rating -2Hr(See Items 4, 4A and 4B) ATTIC -s._{ i:Yrs"- Afine3pda. r.MarhlolWAREHSmd-3..26Omta.GliA 118 m11-33 alai U v5s •C - u w 75 2Hou H$utlA Separate, RII Systems id2n SweeperSrsW 'slcdam ciswaB z9 z Hop sn rw A Byte. a c H and c T swap Finish Rating - 720 Min (See Item 4) - C F 0 ZN anon Wall Aamph y dP$mA GAUBoxa ragnaaa9W,gW ` U V33: 29' 2H Are, spat Still sole sing CH and C4 Swtle 2H Street SystemUsing"I Strips L baaAMamxurwa 6rP.dMwal Clip (BA) „-- ,.. . ,.,: '.'j „ _[ tII capturena tame romwmlurea should be avoided during delivery, storage, handling antl EpollaRlwardingree erected..,n. STC Ratings - 61, 69, 70 See Items 7 -7B 9 ( 1 ATTIC A TYP. ROOF TRUSS 0 24" D.C. - QO W�{Saner Ama Y MniiPealbW aim4amh(",kill tmmm P Janie ffla Ihefid.W9U far Ino IDEe Yn wooA«staastoa p`"" g °'t"° p p`o1e" g - - -' '^i L' q'nA AeiAhband aella ' W. Paneed should must El'm nMesoumW iWr¢ mmmlggy to cmm�e far the system should be msetl pen me metal Biutl manu(anurere recommenmllons. airertronl UMK Eowl¢r masonry or Omar reviwstat o nen moisture remnm. - •Indicates such. products shall bear the UL or cUL Certification Mark for iunsdlctlons employing the UL or eUL Certification (such as Canada), respectively. a } CmewdhAma .', Pwitle flexible sealandc Ik at padtlionperlmners am pengrebons to avotl air leakagelwh'silrg and tlun tdlcction. u Q ' • mayion WWlSysiems Uag9hwa ` •Abmtnlm..Qfi3 'j Mmnan load bazenA vatdme any �;2J, TRUSS TIE DOWN STRAP m �N ,• ,_'- !.actml •Rasidrbdte amnntdeedm¢maheet :�.•-: - twO UL al9mifN ta '#' ,-.- .. '. .. .;" `:.: ", ,.', -. Not b¢P a' 1 morning mutb spaced Not to be uaee In areae wl Avoid exposure Wtempe 5g��e a supply d 1h 24«., nti red expoeureto watxrorcorlfnuous lighnumltlitV.eg. ones sVsm moms gang gainers orintlom awlmming pmb. tures exceeding 125°F (52°C to xbndea parous oifine,eg., located atljacmlta mod burning Moves and or neallnA eppllances. M1e properl stored Gypauml manes aenOril-a uPDodnt ,t-.✓ ° %3', tR,) ....,..... Yt _. _.....:`._.,,..,i„ As " d no � + TRUSS z0.j I�� N rc HSiM j • _net; grwngraddtland everywhere a are favorable amuse ly any are bat UI dH var,-mth some arepreaenla ryhre meet '" € a.......:.. 5'v�' .� "" ..f". Q?f. � as D M.4 V/ Walk as ]' L%1 , :}' .' T yetkmLacXl N': `pil^'�'}Ti �' �„ :,,,am DenanC OL A99ata1hhaS Fp]6..Qald aYDA mY0) tbKs,cop GYPSUM clow, contlametnn, antl oralnularan besOWin the Yemen the Nat be led advereewenmerconm- MUST asdmNORVt p etmegrnsth OtsegogamgyGypsum sWmoardto water or herformsMlure. Jobat¢cnndtiwa lhalmn expose AYPaum beak towebrar mo storeman be avowed In .� g..- r- ,,,,,_ ; .J .......1 t+ti "t Af �.,... UL 0938 OL 0366- ll1 U375 MEA i81;05M •`"` 2,e '. A}347 OL U37R- Gypsum board 'slid not aexpo lW der ficall mdsmde for extended p,tied,. Examples of ragedlreals of mmamre mantle, bot are am ',,add m. Same basic tlepeneinA ine a+C .{ 314"AIR SPACE. �`< $tsee :UredXtwd9 Lip �'� p \ /; ,e., UL Ul1)BRH. expmureromin, wntlens of me moisture antl mem �. lion, waterleakaA.end smmiapwafer exposmrothere mndfiens may not neetlrobe replaced upon source dl'an of the p book ben Placement gy [um 'Mons Berea rorre 4,,.+ •,.� Yry, C a`yy &uAlfom q Ki �/ OrEf T1 Tie When gYPsum board le exaeetl to leveed lofty.f moslure an azse�leem ofth..terier do.,. to Its gYPsum beam must be made by am mnVa,trrld.,la newer board to these be Gypsum limited exposure to moisture . - r x' w! a ga Fbgnyd4Po 1tv5aB5 ap wE $AL[L - - 3m A ppwadw w sFROM professieneVovener as to hose a addery ofames, m the following da axpom Aondaons mug replaced mllboam may experience shall ash al[,,or slorepe expanded or design mage afar leave, oto Gypsum bsak exposed to watur %bond be repleted tale.. all t 't a p a I W 1aa CONFIGURATION ft ALUM. BREAKAWAY CHLIP EA. SIDE TriBD GYP. BD CEIL Anal pdatmAwpba ,y�. +y.�e+'y.. timnA R Y: '.� ' 2 Theewm¢ nh e ,' 2. rhe WtlR W t -- 3. ThegyPs b d o to bM1me9YP um'08m age evMBB] pnC0111dIAna1¢d. d'ed Cher ly before maid 9rowlh beg' (ry% IIy 24 to 48 hours depeir be env mnmeMal mntl%onsl. RO SEWT'Rp:N k%IKdST.La r'(i f'laity{rrtEiii{.fiW,F55i.ta'r'.PfipiliaAar Pld4r.Iw.idFiLi ONLY (g ala^ °ala ask g [, 4. the y, b d' t $ me gran beat or I, d IIy aountl end Nerel n b i fiwl 1 pM1y' Itl A ins waultl tl'm Ash alepMsiPlpropedleB 01 derm 2ALCL Below prem j mv ".."artivanda make igYP - Ise a. exposed to molnure'. a1 < O FvnveMrvAd'all,gease ..IW -WAW Tey lS.,Nms.a' e9abm.15a5 8 firs .rdei Mfmmafvaronutl To, m mmwNnnorwaa b' and am9rlWimi, had a fmzm2.IprpmmWn,pP�sd mwaetm wnmTEaw.18,v rtaG3ni.lil6. Tb dM[IVn aaonteP'.nmedAnwrtedulermubnnmmlemtl aWeb #f am end at .Me.. of fag Adaivat¢ rAnd n aIt th Im atan. drambro and tlry m a1e..,6.11 b mum ae the potentalfor mold or other lunged Steam Fans ahul be used to iredem pwienapvbeewlmb'nimbearyp.latapap3t2ai5 4f p ItcPdbdgiws aihogw.my 11, 2g16'Ww l • air Wwdmdnl. BATT INSUL O Q Shafiwall A Area S11gy DWes SYgmms. . sMhwhil lle Area Sdparaliap Wall Symma - - •. r '-" 1;' ;2) nJ1 �`�`F'�.� LL a1 'OO. www.M»inAWARE,com MARINDIWa(R£ : INSTALLATION '.INSTRUCTIONS &DETAILS Wwn.MenaoWAREeom - Theintorrorofthebnudl Thelndoorhumal can y mact beBreach, arad,fi mired, B Yusn muomen en Yopdn rg P 9w when laxeredb IAfamand porlableah IdIT tis 1 t db u ti is lel A the ouralaealr la drlathan thealr )\ Y' r ' Damaged ehacbre :,. `,. ! �.; it � I - oamaA¢tl gypsum bwm Lloseh rabp h, tltl and ofiawet materials that are to he replaced must beremoved(mm the bold"nit lofacllete drying. ba op at h cearwbt ofaa : ` K n :-1 I` Far more seta led'fo shall ha nw: wage ab a9dmmamimDo nt nowa b¢aonwdea % i•"� 1. + ',.�/; 4Frnt 1 For dools duttsarothm lmAepenehatioMar opmuags.3. sh qR +,. - EfeCliA tka2 AYBa:9CPamllanwDfl .. eH details rAreaS mtlon S. sans n9Na%t � IMPORTANT IF TNEREI a EVERAOOUai ABOUT NHETHEfl TO KEEP OR REPLACE GYPSUM BOARD THAI MA$BEEN E%PQSEGiO FbISNRE REPLACE IT r/. L, �. __,-. _ _..... ,. .,' .:,.„; r... .,,,,..o,.,, L.:.. .,.:,:b,. .y.,...,(- .f` m'^.. I... """y`m a "A"�"-'^ &,_ ___ (� 1 10�/R FIRE RESTANT .RATED7$- - : eta as p«WwttE fnmmg lma2 buAe flak hie mal iw Duma ap ah R@ A. Apply a;nvgMadmanp Rea m.. na da ��>�-- gackbtlly,a a im&iMb baavuy.Jwebt emteo :leen WAhd aatlmare lakmal ?NUT, a. - • '-' � p th - ./�':e r(alrma LPr dBnfa4YCP:pN9T O'fladlL is .. .... - �..:e, " e sxlmnum34 tram rim frame Wap'01 ,,: 1. Paadem2 MmmpIWARECRennW d hda se aa�R� �a 6onwn5W��rlwgtffi;anara ,.e, 'i 4 _.. ', 1+l. ° 1WellO tall� FUI 6 CAUTION: WM1 nre loan P orsauM raletl tlsgn lniti Gypsum beam must be rtemetl P as stems are must be taken toensure ealallre 'rs are cone sleet wlA lAee mrrt (re sumo maTre reaalanw ar aountl rzle c eYO. Y an Pe fly censVuded gypsum beak typo; mBWners antl Meir SDatinA�aM slaggerm ldnbl. tlurin franc it awweerl ht ngmO mndAion. Plastic shipping bags areinlentled to Drovitle pmWclion tludnA trend g A a,,,,e",„,,,„::.:...:.. -.,. � ,,:.»»m.0Jaam " • - ! � n , ^" •• ^C- ! ts' ? 4-�J� +. .. -a _" t, t� ~'•. j WHEN TESTED IN ACCORDANCE �. W /rr W I?am 12 Wrda YBtlmfi IOD inIRfB (. BO pelwlrat F. CamlaYe •i' - "' i ,..,,>. 3.21n6mDatmumFmmiPafAriaS mahAnWelil R,TaPemalbrash�3ommatfamWyhswim,taPemdgOad aIm111110i 24�0.t. W11011 atlpM. aaamlmen Pf a SpeWJ ease an appy .�•"y Nm. e'b. rive un (., amC.Rm guotheendithe.CAunn mInthe aP.teap. ty,ft ¢wvorcu -noormtrs one and be only pmmpll my 9raumofmold emerging favorable to age removed upon of the Fail the sAlpping pap can (he likelihood oftleve In U^' • " � J "` . H IIII 263 WITH -V 1_ 263 nUy. �, � '" D Cn UMdatlliNFh fBstlmr heedawiM'Nm compound Efwndasdtt PaSNmo2 CAumer atneaend aifBc s¢Curtty' mAA 1 P ASTM G47b lse.Gflwmrm the aldhe RuuOddimn.lome Pse a(6fFaet uaib{r,m. GN sex me' dotme sftsmm R 11H un m., fi r _ e acema ass emwmo;, r• ns'm II'�� Gypsum bock muss be cornea not ora ea tp 1 Ag D area to iM1e ggypaum boakroiam'iw should ensure that this ab as nearto the trVll be used tlel0erin re ., of nor el'nslauafonw revere mama emnnbndd ed az. aA P A 0 � i E I `.`a ••./ .. ALUM. BREAKAWAY. /1 V tatamtlatbn at wm3aM 24' arm EUlmW m. ametinA • r ... : fhbetle[Ion with men: 714 beM at acdudcalseamn .amen 3.5 PrdlutbOnWWorh ,... - 2Wvbp MWewiWAflFN51d5 ands Llnet Eoafdm anmeoAma Aelphtgt .map, oo.sNordAwwd used¢. mw rxa+mp eYa®enap "s'^^,wYrwan, """hdue mom bnBt sxaging. Gypsum books revers mpnaane nm¢rpmWt ver smrawtr[ors mwtcepsea tpa[aaresappedmrin¢ennre l¢mm�onnn wapbwmmPrev¢m all always be slackk ilaL NEVER on etlge orene. Gypsum book swckm on mgeorand"e uwmAle aha preaznbasenous M1azartl sM1asltl V'aghts L ._-_... 3P4 AIRSPACE t'4:. 1,..." .. r �6� CHLIP EA. SIDE _ F t mlisian, SpearflMmlMscegp5a rel APrwemaAbttttlag Werk hem demdgemd.afmrKKD6m Pdn1G two demksugstmt aotrglelial. 2. First Flour lof I-NSmBawlal ria a.a Bump ".at path Rdtkwssea of i"lkaee6nmd vert salyin'GPumOruaih Wa, ... ...._:.. thehtlm Ne Mitt floor linfthroliwpI,ftimi MO hedobly'llilh :amof thermerowt utyowWi, ouch dtlMamvan war mthe wale Addi3eA edgesMm¢lmwEewdpmM68Muonprore dtAMdpW wbl the Wdllhazihe:wa;cvummw - ipteasmnaw. a,.er Aroundntally wpDle. GVp �` um boartlenouldNplcedAaw evenly distributed and me door is not pvmloaged, i 1 Instdthen l' Shaft Ling be aowbtent data to for smaltwalI Area 0 in. B. flrymk tlamagwi-wog to Fw!nW3unAm3pable emti-a4econt :ad Mrs HSmd. CMLlaue iniml ng HS,Aa: old filer Board .. .. _.. wAReldapewVfkgwt E0"0or, [¢pgreA BtrmjuiMA. 81(in ".1 fibnfilwd@sl MgAIU Attaeatm4b. Ado rasp timimaipnc ofirdue a fiber adid, at reached the OrenBlm ed ad the lW llaet aa, T011tlIUl8lhe Wap Y411W a h C' makes' at end of ft he Ma -d ,in ft . %var Cbl a a D 1p the 'ago d ectb AfGAunnm vain 0316" mVn6a4%fgaw: b#wmmga aux m.s m g P. '9 .. un -..x sw.onusw : exposure k _oewa^s munwE +MID 'P casonryco complaint fired 'e. Y P ° 'are used; do not Buhetltut orsuen of then, shall svlih several shall befter or Sapamton We11 Mg... The assembly meal IN In IN manna and Wlth all approved components used In a sue mane teal The contractor dell mfesaodand of evermaM1Sll snaand Regard the tomomene fhed ward DOMhea my W 9 P Y P m PP component Handling and agog t hill Do cola srentwe memotls deshribed'n To noted stantlaksM references'ndwtetl belay ay,yT� jnL'� /�} CGNI'IGIJftATRO1V fit L%AK356O'ril FtaL Fa47bi 6iTATE893i4i° 1- L p peropott Lfis,nBudwi corwmlm balhxdda Al4Are, Board Wi1N9I3"eM aWPI '. NmHa@ddecNlW; get robe used as an axsuPAlYtlntt mrecys. •. t bt b ,mue 1.Dtb6 Nm daLWred ma daposumm. m_ aM. M,mp Mm $. Cftvarat C Runmin IN usinwbllwitha CAM. asst h Ln adv yenta CRunreriafhemmwadsPlaa ale" haetl strew. Dao urs admwBa `nap. eEompud au wept Manufacturing. ASTMC139fi - Fetleral SpecifPt Type IV fi } �t I;Dn�iguFatlDn 4a Configuration ALUM, IP P L CLIPS SPACED ' ' 4 � 3. dntermedlatensg d/mnt Gibr,t124mmwr mdualit..: '� Gn-SSL300 10 0. C. VERT. BELOW BATT IN$UL Rum, below,abA,edngmtlgointa aabmat 72":fasten C�Rurmer • fbvamrAooneseemmies mgdm support ihtepMdant of c,.double Fazmn ahmiwdl PaytitWnn etentlsart 24"bMAa rNStadsma.ammfm 4..dtpminvmbaeakaway ups spam ihemytimm39"ahapam antlgovideaflrslbb Iinkhetween Rm H'Smds antl of the Metal Pamtrm Attachothe Mail $I" brethe*diosedOil of SIMusbq tyre 3lU'Pannead snmwaM to mrEnxmrxr rtam � `Gypsum Installation A$TMC840 - Gypsum sexadehan Be216 Associated GA620 - .- 23' AND 5' O.C. VERT. HAS*1. fr.Ag wall W to H$tth frall.m 3difif pclips. Atlanta hmakawa da AdAStud With Pw 316'dnll point •Rea Ptlanddpn graedcecdiafor pmssm, mntml Y Ps asrew aM to adjacent wmdhaMng..with:i'tIA'drYwap jdnis thtWtkideWith`ihatbflM hackersBSMpmma- screw.am"Iff fire pedebheawem add wall system am I t,,m bads er,it Wghla art To.eV;Red design Wblfica4aea .6�ate n[hdmm 3F NDM Inne,;npxwll,df.IlLLSe ilne Md any Af data plpaideA hd(M or by lnam tOrlW9,leat5UPDldr: 8 to the omfm Wm 1'dvywatlYerew,RbeaWmWmp break awaYti(ms eretypisepYWcamd vwhtWlYatpach:Aop, WaWIIA! JI'a.e.l:and hoeixdtttatq un ereay N:Smd12A"a.cl. Whenpm towihmpht ahtlremw se jo-fur der,W 2O p Porala.rril' - '. �-" "-'"a'nTd's"""T'r m _-wsa�x'ana --- Amoco, but "I'Ll, AU •Z news ASTMS eudace Burmng LM1amcthrmnca A$TMEB4 Flee $preatl a %oke Developed 0 hem lash Pcrom Ods rzted Drmetlh Tda entlen115[omides. these deal,,s ere metlau elSo. / 1 r' ! 3 j1{ L.�;; t ,! f!"W `yjt"'t - i11�0\/E 23' ABOVE ,.. _ O . . Irmra. nihmlmapank.aatgrpm2 (ocotlNrMwa apkdda lWkmbsaEtaAtlPoaef adtiipa imrmers Intl p . .. .. .. 4. Rpm Cut enc, 8dak a'tp NShdsdo meow not Plmh. pelwhetmPsmavoalmr bakagUbmismiNWMdost COlWApon. FmM H•$tpdb lq Rating with an dlpW,a hfB .4Y tem. tax teliasin -0ilnTated seaassaylit . , evet5'0'tor afe.bwm 20'A'mawwy l0'-0-t«[he WpW30-0 Y <sws eIIM hoM sltlea of lM1CwaY845emm.AILLTIaun hre94ewd C113aR imt M Y t D of lhP pyre sepalBtpn all. < eww .1,=-txz.?slalam .- - .---cnwww ;,:. µndendscum £""" \��,` Iw.aatlalif.M \ C must adlakee tp'neuree �a� .Dry a5aemb Y. 'D ra prnise a ntguN Ira g s Y Pp manemremenhmuarce cBcmaledab Ina preasemnfipuredw. When chow ng conetrudpn tlesgwlomcelcerMngre reastancarq A each cpm pnenl of lM1e s¢Iec@tl assembl s meanea dfla6n,Ae�ast and am In accordance dremenls gime P. Y an reg I.. - „__' •. �......- . -- "pr: Y' .' t.° Y.•(- �� •, � _ 3 ia.inatdiadvntidthsrha of trio woes was at each hour wvwaArmrt 3.11nsmllalfaa.at Itm.Based S, Fire mOekmg pgaiipq " .. - �..� ••� A% Intetmedlate Floor Detad ThicY Nees : wedma iengma Edge Type. UL Types A.AhatawWllStaiwrall an- anesfm: - ,.. 1. InsmY gypsbaaodrtlmadou6le bYwephlesi�, Al IRA my notified it Me IBL; .. 6.Td.hanUmN dawdl,»fella CNumw bum the CRwnw uses mtapihebwer. •. $ .... •. �'- y'-, ,.-'� �, ^'\ _ 314AIRSPACE. `-° \� S, } Y-'+, ALUM. BREAKAWAY - �- _ 1-(25Amm1 2(6101 6'-1212438mm-3fi58mm) Poude ndmled AG -S MnwOWNoraer.ct4Y.: demNd,, peed Walk ft backend aUdtlmd to�iM1ar With SAO, bean screws ,r-t•Uvm, edfalotµvdL64S5eesm CHLIP EA. SID,E< 2ND FLOOR . 2. testa a foe fiat lobe of DOWN bmm td MO]WM approved formerV.d 241 arid. 3"'[man all edges.. apA.kd 24'a c" ] The sapped wdb inforedadi..Ol to, and pa me aide of ere w1hf 2" Me _on-yan seas m Speaal length, 6cages may be available on am.1oNet Consult Paramedical GYphave mos representative for deWlls. Thermal PasibasIP R'Ved. 1•=0.73ervxurulw - N 3.OffsettheiorimmwptaW. as l2"from ally a k, deard.pages. sepaiatlen NaRthuteta andmaintalntAa rmlp'ed a'4"air aPam lADre Auppwt walls aft YtpusOtd pre aM Yovidep pgsM meq P mtp9&Yansswtiv3 TiuV can - mC'- p li, W part. In the time 4. Iwmli meface ceeyer, mgyDamn based rofhe be diagram as Walt banker,: Ttremv ,ten reelRy. eGanaOnhdMwft q. ..�a-mmvnuacasvi Job - - - - - - -' - - - - - " - - - - - - Parellpl ftamngwith mpromdfaztnkwmWawdmi6iftMIrmem q..d damage antl Plumkmg ayslu-eh nese Mnmm.ilmJdamlmPMatM requred � aa.-,senwnvamebr; l - O and6'{romMMpos S. Offset edge and mldlojms team the banfayw 91 DM 24"- R StenwalllSta lvwq Svatwn, FWPed Utah Spee: 3-0" dr space. Appy pee al 4edeiderawd grlgta,ons for rlwu m..C'pesbmi prmg. -. S. vma segim fi(.maalgom1.11ag _," papa } '�-wca,aaie#aWhlAsnawldan r Aanred �raunwuw mtrwrsonal an Conant Dam: Q f O F U 1, mstali gypsumbOemaT bAth sided, ¢iQierhariomaM mOfra2" AA inm&mway Kipirld i, watlr(eWerg tan begirt. Adnninum&eaknway Kip Old OtabmtkiPR bdiallafiona3 - mrerhtally idemital fmbath sides of the r mat separasm for _ .. asnmmr«amsadwemn, ' - W z 2. Attach gYPsum 4.1 uym.aPPrwed•aagmn0rsspaced 12" ae ago S" team .11 ed es, trz• dresuM noaao IAM'In Erri941pm1 } _y p' z. 3. Rural e6,8 am.& 8(Rraga.bo.daa vpOite Ad., +CJ$ a o w N Fw'mWeiu ion..,pWIDEenaetfYanMAYAm^hepWalS W M8aa545.an 12 ThuteeheOal MwrYuarpmtblAPmmlMmmferlwmauan9v&IBBIaaMagMldw mYaeNep yevieNmbavatfinreMetfiue Most 11 2ma$tA46 mE umsr paNrewaort;pmt.an.1-1WAMTandWServxvystemsg1945. In mums RiNd,slllsnwaLwree[cfWhallM p, -i p,vpuawaW.Ne me, 11,=5&W51m16 atla4dewl Lpwwdmaw so UL , Ntq]4 July 3013 ALUM. BREAKAWAY J saaawagaamasAvmmimWide srsaflw CHLIP EA. SIDE 2X4 STUDS ® 16" D.C. ARCHITECTURAL SPECIFICATIONS we harinP&R�sme STAGGER TYP" PART i - GENERAL 3. Met and C Rmmer a. balrad»dval l mnf..i.g m ASTM.CB45 IUD OesArlow awork manufactured by Mer'.aiWAK. ORA at Wwk, fke types of work tmr&speneRiad Woku but b Width: 2' are�nm llmmd m.CTBhmfwal CT SUWIwall'aPtlWivad Area cGe,me: 25133 kW - 0 SePambon Wap byatMn. imorl " iw AIRSPACE BETWEEN kL OupUbr Amomucnj"' B Fasmmp: Fdr Y5-gadpe fremwp Type Sxmewa. AFraR t. Ratings. Whets slinitwslltmmmWl4ysmina Fm 209 ,frdmne TOM, a 12 stidve. '. , AREA SEPARATION WALL AND WOOD N OR waif bre rechemo rafRP tae lAptemdr piend, UL CWcw.d geeT3 EXECUTION m Lams Dow. � ,d vast PER ENGINEERING D 3.t lastalWdon '6 Pmmde me teaigftW cored aaaWMba;dne ml m tease 0. ,.N heli W W Wio%d by zekrente m WHI(Wnkemdk Nemey lnbreebmpa W iAll ntaiNn.0 at wawm ing-aemmmeotladonsier amWea m mlif of other Coating a9mmpsascePtnbk td Iwialbsen of lllmd iramin, satparmestanrm grrisdiwim,. atlnamiletpn dfhmda9HSlmituiaiN34efrwelif - - L LAYERS //r y W _ � i:Yitualietmip» A.I.NKft.RetTabbed Trask, CT Study and t^Ling Rand ADJhafhyaWBmlrwatboom, m.mnzdd.shallbe:Imw�M dby paned. AMERICAN. GYPSUM 1» SHAFT LINER Me&AWARE AReIatHiak pouf W 4ttMIOin.1r flCP yrilh1. Leyabtshm AmletalimLLindiCamdhmm�shuction - i : ALUM. BREAKAWAY OR EQUAL APPROVED FOR primmimiAIAnpnnatmelbot m, re,atm4 by 14P Win a»hey.. dram*P. 2 AnewTuhbMTraskperilrmtekhnkmwmabptVng. CHLIP EA. SIDE U347 ASSEMBLIES' 1:38.bm is Prnmlm Dan. Smadt Mad.IWARLS dwxl*m gypsum. far NO 110 a.tel and vents el mmt",V.B. ATahwallismimallend AmaSgwacion Wet amt .t ndkaas 3- Molum vbappmvad tR9W,.sspOaM m.s 24": a,. - 00 Z �• g0tesrek. mdmnsiow,: aM raw his required to show cwnpg.. 4. APpty aw:AameWns. flexible chat m a ewhmmua wim nre spetd capons.: 2 LAYERS GYPSUM SHAFT LINER O 0 1 r O RA OeliverY.9mmBd:.abd NaMliaO S. spat@CTSuds et 24'os, Aqus[thaegecbm at andA:af Smaraapamafe,at 241 no, _" C TRACK AND H STUD 2 HOUR _ A. Deliver a, engines Packages, contribute¢! W.dbe :ahaffmtpdMmt1Md so end alum mr. M0mm 8'If0n FIRERATED AREA SEPARATION WALL SYSTEM- � Waren MT6.QIWAREa hmnd name Mdlda4iT oB. thaAnW' Steve mabdvel, mntle,ua., KeaPtaamriak &v 8. 1.1.11 the first andh' Batch Rhe peel IMUM aha@ be B ah le �m SEE ENGINEERING dual pmwftm weather and image tram mnamr :Ima dun the total Wight of pre famed promm. Plukh negotiate add hi moms. mepm Broken the web of Ihe'TabW Track it Mod ' ''. Q II . L H.Mle systaa Eompa..mm pmwnt tla ping dW, ads Autia mTdbbed Track to aztaredhe Welln plate.. _. Ill tilawfaml PfatmJ mmMarsessndey flROge.andtrim Rho, 7 I6mrtA CT stud mm she top ed belE.m To" Truck 4eM4and dmf", all fit "N owr INPC.*Wr installed I- panel. Allow ' - M N\ ¢quel Eleoma hmwden panelRod at by red Wifem PART PRODUCTS. "Ie»Ma Ma - Ulm antOthek kw 20 mrbis fitW heighCof the homed aekiian. ' THREADED ROD HOLD DOWN SYSTEM SEE ENGINEERING Q' 17 r 0 A M Ibunce, a fie li Me aecead K U. Board WO Mg IN Tabbed 1, C as, Track and Pgithn 0® tabs of the CT Serfs an il _ ad atael, madhmdM UpA m - IL 9, legal t.v".g ",and "no, b mnsame molder ma - cored by MadinotWAla. - ft averaged to, the feet ad paneh ads fie well b Wdm.2 " & antl 6" spsa nmtmnVfwa w W W c G uae:TB. am 25140 t0. AMM, dm fnW paid 966 at 12' Rum tum lahs NON LOAD BEARING J 2 TAh.d Times and t at: a Gaba%xed Al as It ASTM 0645 hm Ot T.bbWTmpk. NlhwdwatkeiWaexEredMmaammaraambbld3,ih SEPARATION WALL Uj U F el manDtett Mer WARE, `,4'WV fM.LM. Bbatdpends, ihaper "allNtat wed SET PLATES IN BED OF IA 13 If Widen: L6 ' 20: at date., dudes n oxy emlAossWcAMmimjan,matcurcbpwilhW fheteP Whottam. WATER PROOF CALK PER UL DESIGN- NO. U347 MW at Theahnny,muaAllbd d25sfandnkd aFsdwhP'e.14 1' . rnetmm.24 dagmidd MR*m 60 anerga0e 2aWtls. - IHWWI CONFIGURATION FOR FIRE - EXPOSURE FROM EITHER SIDE. rc W iw MietloimeamCikvasoaualme^MWARfwTwM1YUI SM'a4e*n9a&545riW5. CONC. MONOLITHIC m 1bsaM,eaW wmmmmrnaenmampaemnmevaalmapwlwelA6kead 4lpmkeamwaMN t] gerlwa PPN�bw*1hNuaMry 91.3115 d1WAem5 FOUNDATION SEE ENGINEERINGD Z a) A� l]41�' 0 .- Z ' DWELLING UNIT SEPARATION WALL SECTION WALL BOARD DESCRIPTION UL DESIGN a HARDWARE 8c INSTALLATION D ETAI LS a AM, Letter/ANSI A, 1 :96; jim glliam FET111I I ro 0 =F=0� I 000 DONNER ROAD ELEVATION ARDELLA ROAD ELEVATION THE 5AMEj� AM, Letter/ANSI A, I :96; jim glliam ■ is IIFET111 01:3 F=7 QQ0 DONNER ROAD ELEVATION ARDELLA ROAD ELEVATION THE 5AME hh y� i