Loading...
1728 MARITIME OAK DR - ENGINEERING DRAWINGS DESIGN SPECIFICATIONS: GENERAL NOTES: ULSBERG g. All concrete slabs on grade shall be the thickness as indicated on the drawings over Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this,project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall"be reinforced with ENGINEERING, INC. l Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance witn AS13V1-A 185, Code,Residential,and the Florida Building Code,Existing Building(as applicable). ( ) 11481 OLD ST.AUGUSTINE RD.,SUITE#202 and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of J"to 2" complying with ASTM C 1116. The dosage amount shall be 0`.75 to 1.5 pounds per JACKSONVILLE,FL.32258 DESIGN CRITERIA: P:904.886.2401 F:904.260.4367 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. w www.HulsbergEngineering.com Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type M FLORIDA C.A.NURSER:25846 of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and Basic Wind Speed: 130 mph Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least 2 contractor is responsible for the means and methods of construction. It is the � ° Wind Exposure: B(Enclosed Structure) 3. The co p 95/°of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection contractor's sole responsibility to determine the procedure,sequence.and temporary shall be provided in accordance with applicable code requirements. If soil treatment r Building Classification: Residential r�r,' Type V Construction bracing as to insure the safety of the building and its component parts during is used the treatment shall be done after all excavation,backfilling,and compaction 3 �` SI ., Building Type: Yp s' ��, 4construction. is completed.Wind-Borne Debris: NOT located in the wind-borne debris region .�`�� .•*`�.••...; . `GNS Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be commencing work. compacted to a densityof at least 95%of the Modified Proctor Maximum Dry Density Z owner and/or contractor. Examples of such items include,but shall not be limited to, (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. determination of grade elevations,drainage features,and special requirements _ 3 NO.Sd 1 • ° and build into the vrork ai associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate, insert anchors,angles, _ z • plates,openings,sleeves,hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement: a ,. 01V Cc DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth � � 09 28.'1 2" Concrete exposed to earth or weather �L �, ��PE Floors: 6. All details and sections shown on the structural drawings are intondea to be typical 1 %"Concrete not exposed to earth or weather ��'�.,� The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere it the work except :����>. where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following i�uta*�+�0 wood subflooring over wood truss,wood [-joist,or solid sawn lumber framing. The floor m covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths: 'i 7. Refer to the structural drawings for all structural details and sac io is. The contractor #4 bars: 21"minimum notified if the floor coverings differ from the noted assumptions shall contact the Engineer for clarification in cases of conflict Baty!eon the structure! #5 bars: 26"minimum $ drawings and any drawings prepared by others prior to cornirenr;ing work. #6 bars: 32"minimum 3 Roofs: Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) aiir;l port. 13Reinforcement in footings shall be bent around corners or corner bars shall be used. Concrete or Clay Tile: 15 psf � 8, It is the owner's andor contractor's responsibility to obtain a sc, ;:� re . g � Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil be- t nn j c:ypaCitY of E 2000 psf. The Engineer shall be notified if soil conditions P:.�,, i ►=r'd di��ci from the 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support noted assumptions. All requirements for site preparation and su:4•Cor'}pacrtior, reinforcing steel.Support items which bear on exposed concrete surfaces shall have DESIGN LIVE LOADS: R specified in the soils report shall be followed unless more stringent r=;Guirem:;nts are ends which are plastic tipped or stainless steel Floors: specified in these plans. MASONRY: 2��6 Exterior Balconies: 40 psf '�2 Exterior Decks: 40 psf CONCRETE: General: Stairs: 40 psf(or 300 lb point load) 1. All concrete work shall be in accordance with"Buiidi,ig;ode Requir,­nents for Garages: 50 psf(or 2000 Ib point load) All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for 3tructura!Concrete."A'-.I 301 1. All masonry work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI 2. All concrete shall have the following minimum compressive strFngth at 28 days: 530.1-11 Attics: ~� Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: t'c=250vpsi With Limited Storage: 20 psf Structural slabs,walls,beams and columns: i'c=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc-3000psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". 3. Cement shall conform to"Specification for Portland,Cement"(ASTM',C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Roofs: in brick veneer. Less than 4:12 slope: 20 psf 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"SASTM C331 CLIENT: 4. The contractor shall be responsible for the design and installation of all flashing. RIVERSIDE HOMES DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids.aika:•is,salts,organic material or other substances that are deleterious to concrete or steel rein:fomement. Concrete Masonry(CMU): PROJECT: Walls: $ 114 Atlantic Beach Country Club Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless ctherv%-ise noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-11 B,Hollow Load-Bearing Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Det.,'sls iarid; Detailing of Concrete Masonry Units,normal weight,with a minimum compressive strength of � (KEY WEST-MOD Concrete Reinforcement,"ACI 315,unless detailed otherwise on tl,t:structural 1900 psi(fm=1500 psi). m JOB NUMBER: COUNTY:DUVAL • Wind loads with flexible finishes: L/120 or L/180* ` L/180 for exterior walls with interior gypsum board finish. drawings. s_SCALE: Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following o %" -1'-0"(U.O.N.) Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: o 4 * shall be in accordance with"Standard Tolerances for Concrete Conscruction and #4 bars: 20"minimum = DO NOT SCALE THIS DRAWING Total Load: L/240 RELEASE DATE: *Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"ir:side of the sill plate. #5 bars: 25"minimum 09-28-16 #6 bars: 30"minimum REVISIONS: L Roofs: Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5-0"maximum lifts. m Total Load: L/180 DRAWN BY: 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DJM LS height exceeds 5'-0". g H CHECKED BY: REVIEWED FOR CODE COMPL CE MJB-FSS 5. Beam reinfor y� f -dints. TITLE: '� � - GENERAL NOTES SEE PERMITS FOR ADDITIONAL � SHEET 1 of 2 REQUIREMENTS AND CONDITIONS OFFICE COI� HEET: REVIEWED sy, DATE: � o S-1 Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: 2-ply beams with(3)rows of 0.131"x3'/4'nails @ 12"o.c. ULSBERG 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing E rick,and 3-ply beams with(3)rows of 0.131"x3'/a'nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEERING INC. Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 g/"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's ' requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 32258 2. Brick veneer shall be anchored with approved ties spaced no more than 16" D.c. STRUCTURAL STEEL: JACKSONVILLE, . P: F;904.886.2401 90404.260.4360.43 67 vertical and 16"o.c. horizontal. Additional ties shall be provided around all all w21 www.HulsbergEngineer'v�.com openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and FLORIDAC:4.NUM6t=R:25846 o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). o a.Welded Connections: AWS D1.1 ~ 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire at d shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS & SIS 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) - � ••��N Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) SOFFITS (pSf} m �`0••:���,�' ;F F•••'•�����''�i f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or g� 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used fc r ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4) 1Vo• � supporting brick veneer over openings. This angle will not be required for ar hed Pos Neg Pos Neg windows where brick is self-supporting. If the length of the opening exceeds 6-0"then 2. All structural steel connections and fabrications shall comply with AISC specifications. 18.3 -24.5 18.3 -19.8 20 to sf 3•• C the steel angle shall be attached to the wood framing with 3/$"x 3"lag screw @ 12" R Y4 � *� :• o.c.or Simpson "x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. fl 0 to to sf sf 17.5 -22.8 17.5 -19.1 ��.,A '�a.��C �,�C��""�� WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 �'' "', ` 'fig' P ,, shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 m CO MENT : rk!lrr+u�+++*� 1. All wood framing has been designed in accordance with"National Design Srecificatior 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 o (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 18.3 -24_51 18.3 -19.8 m Base Design Pressure 15.50 GCpi= t0.18 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by 0 the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel o surfaces exposed and visible to the exterior of the structure: 3. All wood members exposed to weather or in contact with masonry,concrete or soil r shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. TYPICAL EDGE STRIP(5) a=5.0' 4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50. TYPICAL INTERIOR ZONE(4) If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, o United Steel Products(USP), or Engineer approved equal. 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard forFZZ I Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554,Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. _ 3. All metal connectors and hardware which are exposed to the exterior or in contact L1 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per registered Engineer's seal for approval.Design notes shall include the rated load ASTM A153,Class C,or ASTM 8695,Class 50. FEOFFICE COPY capacity of the truss to truss connectors,and the manufacturer's license to fabricate trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor 8. Jobsite handling and erection,including temporary bracing,during installation of adhesive. R CLIENT: trusses shall comply with TPI/WTCA BCSI 1. RIVERSIDE HOMES ROOF COVERING: 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened r m PROJECT: to their supporting walls or beams with metal connectors as noted in the Trus 1. The contractor shall be responsible for the design and installation of the roof covering I g 114 Atlantic Beach Country Club Connection Schedule. system. J (KEY WEST-MOD) 12 10. All gable ends shall be balloon framed or braced in accordance with the app icable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the JOB NUMBER: ,1242 1 COUNTY:DUVAL detail as shown in the structural drawings. manufacturer's requirements. g SCALE: - %" =1'-0"(U.O.N.) 11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fill rs)shall 3. Clay and the roofs shall be installed per the"Concrete and Clay Roof Tile Installation E 0DO NOT SCALE THIS DRAWING be provided by others. Manual,"and the manufacturer's requirements. RELEASE DATE: 09-28-16 12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according REVISIONS: specifications: to the manufacturer's requirements. LVL or Parallam LSL - E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing DRAWN BY: Fb=2,600 psi Fb=2,325 psi and valley material. w DJM Fc=750 psi Fc=900 psi CHECKED BY: Fv=285 psi Fv=310 psi MJB-FSS TITLE: GENERAL NOTES w SHEET 2 of 2 m SHEET: S-2 STEMWAL ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 =DENOTES TWO STORY JACKSONVILLE,FL.32258 49'-11" -- FOOTING CONDITION P:904.886.2401 F:904.260.4367 Ls www.HulsbergEngineerii.ng.com -51 FLO A C.A.NUMPIER:25846 e 0 NOTE: y VERIFY ELEVATOR FOUNDATION AND mm 1,psAp11111111niff, ` � FRAMING REQUIREMENTS "' .�'``''i wiz. -V6. FINAL ELEVATOR SELECTION. 3 °°o°°'`t ; .� S0�'``',; ........... LL : • ♦ r - r f • c O v - r f f Y �_ " a e 14'-32,. T- 0" 6 5'-0" ��`� » . 23'-12„ yy, �'� CN { co SD-2 '< att►w!�uilnla�l� .......... t EO C�l PROVIDE RECESS I — I �- ': :' H ::<« .: FOR SHOWER — — — — 1- — ;;.> SD-2 3 (SEE ARCHrrECTURAL PIAN) o '' E .. ........... ... M I I - . 41-11' T-8.. 0.. 0.. 5-12 L — �'.=. 0 -30"x 30"x 12 PAD FOOTING v' 4'-0" ` • WITH 3)#5 EACH WAY S -1SEEDETAIL'P"ON SD-1 ': 19'-0" 1Ak 4"CONCRETE SLAB WITH 061 _ J ##I 6x6 W1.41.4 WWF OR { :<> 0 I I SD-2 •��.::•::I FIBERMESH OVER 6 MIL � <� VAPOR BARRIER COVERING _ -IC14 CJ CLEAN AND COMPACTED FILL C9 I �-�•� � _ �' UD NOTE-: >>#: 71 :::< : OFFICE COPY CONTINUOUS FO TING ACROSS GARAGEI1 1b- - - - DOOR OPENING 1 1 - 2 �i 1 _ ,;,, :: $,_12" 21.3211 �� 18'-72 : . . CLIENT: — — — ';,.•:. RIVERSIDE HOMES - _ - - - I : B = N SD-1 t o � PROJECT: F o co 9'-0" I . ' 114 Atlantic Beach Country Club 7i , _.: m III (KEY WEST-MOD) 2 2 I k 9 JOB NUMBER: COUNTY: ::::: kk 16-1242 DUVAL >..:.:............—........._..—. ..—.. — :..... SC ALE:— ........................................... ............................................. ........................ ....... - � N.SPECIALEMBEDDED STRAP1 : REQUIRED AT NARR W WA L DO NOT SCALE THIS DRAWING SEE DETAIL"A"ON SHEET S -8. r I I I I 2 RELEASE DATE: 09-28-16 REVISIONS: N"' Yi 1" I `—N L EMBEDDED STRAP AT )U2) 11-22 I L o c GARAGE DOOR OPENING I I SD-2 DRAWN BY: DJM - - - � w21 SEEDETAIL F ON SD-1 � — �---L - - - �- --L - - - - � CJ=SUGGESTED CONTROL JOINT y CHECKED BY: — — — — — — — — — LOCATIONS(SEE DETAIL"T"ON SD-2) MJB-FSS 1.. TITLE: - � L212 -22 m FOUNDATION PLAN 1 1 30"x 30"x 12"PAD FOOTING CONTRACTOR SHALL VERIFY ALL DIMENSIONS 13'-22" 5'-92" 30'-11" WITH(3)#5 EACH WAY USING FINAL APPROVED FLOOR PLAN PRIOR �I (TYPICAL) TO CONSTRUCTION. SHEET: FOUNDATION PLAN 49-11 SEE DETAIL E ON SD-1 0 S-3 N WALL SHEATHING WALL FRAMING NOTES: ULSBERG FULL HEIGHT1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC. CONSTRUCTED WITH ZXC SPF No.2 STUDS 11481 OLD ST.AUGUSTINE RD.,SUITE#202 m NOTE: @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y"-U.O.N. JACKSONVILLE,FL.32258 INSTALL SOLID BLOCKING BETWEEN - P:904.886.2401 F:904.260.4367 FLOORS AT ALL SECOND FLOOR 2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL j m www.HulsbergEngineenng.com BUILT-UP POSTS. FLORIDA C.A.NUMBER;-25846 BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS g @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Ys"-U.O.N. N TYPICAL ALL SD-5 EXTERIOR WINDOW AND HTT5 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS HTT5 HOEDOWN ' DOOR OPENINGS HOEDOWN "FLEXIBLE"(SIDING)-U.O.N. ; ��'��F sl�P'3 NOTIFY ENGINEER OF ANY VARIATIONS. °•'``����!`'• °°°'O LDTT2-Z HOLDOWNJ - � ALIGNED WITH THREADED ROD LEGEND: _ 10 _ �° - LU STRAPS ABOVE _ %"THREADED ROD FROM = FOUNDATION TO DOUBLE PLATE. . ......... HTT5 (4"MINIMUM EMBEDMENT REQUIRED) o '% �, 4 E HOLDOWN NOTE: �! VERIFY ELEVATOR FOUNDATION AND ( = %"THREADED ROD FROM ���! FRAMING REQUIREMENTS FOUNDATION TO UPPER �`��������+�`� PER FINAL ELEVATOR SELECTION. FLOOR DOUBLE PLATE. m (4"MINIMUM EMBEDMENT REQUIRED) ❑ = HOLDOWN(AS NOTED) R ...............U (2)2x6 BUILT-UP INSTALLED AT SILL PLATE € HTT5 .......,. POST(MIN.) HOLDOWN :. ALIGNED WITH SHEARWALL LEGEND: R .. E POST ABOVE. " A ao (4)2x6 BUILT-UP 3)2x6 BUILT-UP POST(MIN.) ........... = NON-BEARING WALL > I POST(MIN.) �I U ....... 2x6 WALL g I D = BEARING WALL U �I(2)2x6 BUILT-UP —SW-6_ 1. POST(MIN.) O = SHEARWALLS FASTENED WITH C I ALIGNED WITH 8d COM(0,131"x 2Y")NAILS @ 3 0POST ABOVE. 6"O.C.ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. All _SW-3— HTT5 �� = SHEARWALLS FASTENED WITH HOLDOWN COM "x 2 AND 12"O.C.NAILS @ � BALL00 FRAME WALL 3"O.C.ONN EDGES ANOFFICE COPY SW-3 � (4)2x4 BUILT-UP ED WITH 2x6 STUDS @ 8"O.C. — ON INTERMEDIATE SUPPORTS. POST(MIN.) HTTS = HOLDOW : SBS ATEN BOTH SIDES OF SHEARWAWALL CLIENT: (2)2x4 BUILT-UP LL m RIVERSIDE HOMES HTT5 POST(MIN.) NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER r L J (2)2x12 HE ER �- HOEDOWN = PROJECT: DETAILS"A"&"B"ON SHEET SD-3-U.O.N. $ 114 Atlantic Beach Country Club CONSTRUCT USING APA NARROW WALL LSTA18 EACH END WOOD FRAMED HEADER LEGEND: o (KEY WEST-MOD) HTT5 NI OF HEADER HTT5- -� METHOD WITH HEADER CONTINUOUS ACROSS HOEDOWN m SIZE t JOB NUMBER: COUNTY: RETURN WALLS(SEE DETAIL"A"ON SD-8) I HOEDOWN i' E 16-1242 DUVAL / \` SD-7 OF HEADER SCALE: GARAGE DOOR NOTES 2 2x_TU %" =1'-0"(U.O.N.) s s E — — _ SW-3 _ —SW-3 Q _J g DO NOT SCALE THIS DRAWING rl. INSTALL 1 MSTA30 STRAP AT EACH END SW-3 U SD-7 w (2)2x8 HEADER 1 (2)2x8 HEADER ��mRELEASE DATE: 09-28-16 OF GARAGE DOOR HEADER.NAIL STRAP m III I 2 J 2 K (2)2x8 HEADER QUANTITYNTITY INTO HEADER AND JACKS BELOW. w III 2 J 2 K REVISIONS: a 2 J 2 K w LSTA18 EACH END OF JACKS OF KING STUDS t 2. EMBEDDED STRAP AT EACH END OF GARAGE w(I `(2)2x6 BUILT UP II DOOR OPENING SEE DETAIL"F"ON SD-1 NII POST(MIN.) II°="V OF HEADER NOTE: NOTE: x ALL WOOD FRAMED LOAD BEARING HEADERS DRAWN BY: DJM 3. EACH GARAGE DOOR SHALL BE RATED FOR A NII II EACH EXTERIOR POST SHALL BE TREATED w SHALL BE MINIMUM(2)2x6 No.2 OR BETTER CHECKED BY: MINIMUM DESIGN PRESSURE OF 18.4 psf± N N�6x6 POST ON ABU66-Z POST BASE.STRAP SYP.ALL EXTERIOR HEADERS SHALL BE mi B-FSS (3)2x12 TREATED BEAM (3)2x12 TREATED BEAM (3)2x12 TREATED BEAM POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP INSTALLED WITH MINIMUM(2)JACKS AND = TITLE: OR(1)MSTA24-Z. ( )1 KING STUD AT EACH HEADER. ALL = WALL LAYOUT TYPICAL ALL POSTS-(U.O.N.) FIRST FLOOR SEE DETAIL"F"ON SHEET SD-7 INTERIOR LOAD BEARING HEADERS SHALL BE w 21 INSTALLED WITH MINIMUM(1)JACK AND - SHEET: (1)KING STUD.(U.O.N.) o S-4 WALL LAYOUT-FIRST FLOOR U U0 - o w NOTE: [[F FRAMING NOTES: ULSBERG M o m INSTALL SOLID BLOCKING BETWEEN SECOND FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC. ?CO C/) FLOORS AT ALL SECOND FLOORm cn� NSTRUCTED WITH 2X6 SPF No.2 STUDS BUILT-UP POSTS. m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 o -- @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1'/e"-U.O.N. JACKSONVILLE,FL.32258 m 0 O0 P:904.886.2401 F:904.260.4367 Q o U 2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL www.HulsbergEnginesnng.com Fl Okl C.A.NUMBER:25846 o =z BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS E a X ti w @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1'/s"-U.O.N. s r J _ I (2)CS16 STRAPS E a Z w 3)THE SECOND FLOOR EXTERIOR WALL FINISH IS `��� � a z' _ SW-3 _ FLEXIBLE (SIDING)-U.O.N. 3�` `,�•�'� S�' NOTIFY ENGINEER OF ANY VARIATIONS. d .•'� 5 '•.� '�•, a N '. SSP C LIP TOP AND BOTTOM@ 32"O.C. AND�/'x 4%"SDS SCREWS INTO FLOOR z BUSSES BELOW @ 32°O.c• THREADED ROD LEGEND: . . NOTE: • _ %"THREADED ROD FROM *; FOUNDATION TO DOUBLE PLATE, �� VERIFY ELEVATOR FOUNDATION AND (4"MINIMUM EMBEDMENT REQUIRED) A°•.*# °FPS a FRAMING REQUIREMENTS PER FINAL ELEVATOR SELECTION. O = %"THREADED ROD FROM m o FOUNDATION TO UPPER o co �`�e"f„"`!"`,���. NII FLOOR DOUBLE PLATE. t c� U 0 co ul. (4"MINIMUM EMBEDMENT REQUIRED) o 0 = HOLDOWN(AS NOTED) o 01 - —(2)2x6 BUILT-UP INSTALLED AT SILL PLATE € w s Zcmn — B03 POST(MIN.) ... CL LU SHEARWALL LEGEND: N .. a x _ ........... ........... = NON-BEARING WALL < a CS16 BETWEEN FLOORS cC/)i� AT TRUSS TI]E-DOWN BEARING WALL U —SW-6— 0 o (2)2x6 BUILT-UP :: O = SHEARWALLS FASTENED WITH POST(MIN.) :: 8d COM(0.131"x 2%")NAILS @ 3 6"O.C.ON EDGES AND 12"O.C. B07 ON INTERMEDIATE SUPPORTS. SW-3 O = SHEARWALLS FASTENED WITH N 8d COM(0.131"x 2%")NAILS @ PE 3"O.C.ON EDGES AND 12"O.C. OFFICE COPY ON INTERMEDIATE SUPPORTS. LIE SBS SHEATH BOTH SIDES OF WALL 3 CLIENT: AT INDICATED SHEARWALL RIVERSIDE HOMES .. NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER BALLOON FRAME WALL----. SSP TOP AND BOTTOM DETAILS"A"&"B"ON SHEET SD-3-U.O.N. m PROJECT: WITH 2x6 STUDS @ 8"O.C• ::: ' : AND 4"x 4 2"SDS SCREWS INTO WOOD FRAMED HEADER LEGEND• 114 Atlantic Beach Country Club FLOOR JOISTS BELOW(32 O.C.MAX.) E (KEY WEST-MOD SD-7 SIZE :9 JOB NUMBER: COUNTY: OF HEADER 16-12421 DUVAL NOTE: ; SCALE: THIS OPEN PORCH CEILING REQUIRES A 2 2x_HEADER E Y8 =1'-0"(U.O.N.) MINIMUM%"SHEATHING.FASTEN WITH 6dJ K DO NOT SCALE THIS DRAWING S 7 COM OR BOX NAILS AT 6"O.C.ON EDGES — RELEASE DATE: AND 12"O.C.IN THE FIELD. QUANTITY UANTITY 09-28-16 2 x6 HEADER JACKS OF KING STUDS a REVISIONS O2B� OF : NOTE: z ill 2J 2K EACH BALCONY POST SHALL BE TREATED l 44 POST STRAPPED TO FRAMING BELOW NOTE: WITH MSTA36-Z STRAP.STRAP POST TO EACH ALL WOOD FRAMED LOAD BEARING HEADERS DRAWN BY: BEAM ABOVE WITH 1 H W DJM O 6-Z CLIP SHALL BE MINIMUM(2)2x6 No.2 OR BETTER OR 1 MSTA24-Z. N CHECKED BY: (2)2x12 PORCH BEAM(TYPICAL) ( ) SYP.ALL EXTERIOR HEADERS SHALL BE MJB-FSS INSTALLED WITH MINIMUM(2)JACKS AND TITLE: (1)KING STUD AT EACH HEADER. ALL WALL LAYOUT INTERIOR LOAD BEARING HEADERS SHALL BESECOND FLOOR W INSTALLED WITH MINIMUM(1)JACK AND SHEET: WALL LAYOUT-SECOND FLOOR (1)KING STUD.(U.O.N.) 0 S-5 ULSBERG NOTE: HENGINEERING, INC. H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR 11481 OLD ST,AUGUSTINE RD.,SUITE#202 SIDE OF THE WALL. JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 TRUSS CONNECTOR SCHEDULE m www.HulsbergEngineedng.com TRUSS ID LEFT INTERMEDIATE RIGHT E -FLORI C.A.NQ R:25846 '`��11►411{tl9itflflflr�;`' 2x6 LEDGER WITH(4)0.131"x 3" °� ` ISI m 9�,����' ALL TRUSSES H2.5T H2.5T H2.5T zo`� �;..•••...•. I. 0 NAILS @ 16 O.C.(EACH STUDU.O.N. OR OR OR ��5� '•• INTERSECTING TRUSS WEB) SDWC 15600 SDWC 15600 SDWC 1560f 1 • IICI) 117 104 Him HIT ju) a a a 4: a a a AID -= NOTE: . - 3 1)ALL TRUSS CONNECTORS ARE BASED ON = L �C ; g C UPLIFTS COMPUTED BY ENGINEER OF RECORD. ,t ;Qv- LZ 4 -- _ UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS a 'C � J� -_-- SHALL BE DISREGARDED. %� ,• � ��' ~. .... IN ON PE ...... 1=1s 2)THE TRUSS LAYOUT AND NUMBERING SYSTEMo.50791 . .. .. - -_-- SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. 7� 6 — DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR ._ APPROVAL BY THE ENGINEER OF RECORD AND THE ' 6 2x8 LED R WITH(5)0. 31"x 3" — CONTRACTOR. NAILS @ 16"O.C.(EACH STUD) s --- 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED 3 j AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR 6 fD --- APPROVAL OF THE ENGINEER OF RECORD. u �LL LL u BM1 .........47 E wn 4) HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE 15 INTERIOR SIDE OF WALL. m 1a ..••.•. - 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS 2x10 LEDGER WITH(6)0.131"x 3" 13 WHEN USING SDWC SCREWS. 0 NAILS @ 16"O.C.(EACH STUD) 12 NAIL INTO SOLID BLOCKING BEHIND ------ 11 HANGER AT GI DER _ R I m I 10 09 i C7 N Ch CN OFFICE COPY r h — � J05 L � �� 7 CLIENT: M LN N ::.:.:.: ::::::: :: ... RIVERSIDE HOMES •...•• m PROJECT: 114 Atlantic Beach Country Club N (KEY WEST-MOD) Nep a m f- — JOB NUMBER: COUNTY: 16-1242 DUVAL F c SCALE: Y�� _1'-0"(U,O.N.) DO NOT SCALE THIS DRAWING LUS210-Z HANGER(TYPICAL) RELEASE DATE: 09-28-16 x10 RJI'JIJOI[TsAED @ 16" C. a REVISIONS: 7 (TAPER UP TO!"FOR DRAINAGE) 2x10 TREATED LEDGER WITH(2)1'x 3 2"SDS _ SCREWS INTO EACH STUD OR INTERSECTING BEAM SCHEDULE TRUSS WEB(16"O.C.MAX.) 5 DRAWN BY: DJM w 21 BEAM I.D. BEAM SPECIFICATIONS '. CHECKED BY: MJB-FSS BEAM-1 (2)1%"x 20"2.0E LVL TITLE.ROOF TRUSS AND FLOOR LDOUBLE JOIST BENEATH WALL ABOVE I BEAM-2 (2)1%"x 20"2.0E LVL � LAYOUT-LOWER LEVEL w m SHEET: ROOF TRUSS& FLOOR LAYOUT-LOWER LEVEL ---- 0 S-6 NOTE: ULSBERG H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. ENGINEERING, INC. TRUSS CONNECTOR SCHEDULE m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 TRUSS ID LEFT INTERMEDIATE RIGHT P:904.886.2401 F:904.260.4367 603 HTS24 HTS24 www.HulsbergEnginee[ing.com B07 HTS24 HTS24 FLORIDA .NUM R:25846 CO2 HTS24 HANGER o ALL TRUSSES H2.5T H2.5T H2.5T ,,��00t % -U.O.N. OR OR OR 3 ����aSl m � SDWC 15600 SDWC 15600 SDWC 15600 •'••••`•'• °° •'•G��iS,E' ✓ NOTE: p® 9 J& 1)ALL TRUSS CONNECTORS ARE BASED ON �o o� UPLIFTS COMPUTED BY ENGINEER OF RECORD. = N©•� NOTE: o `'oma �/01 J UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS = 3 ' RO DF TRUSSES DO NOT BEAR1 J SHALL BE DISREGARDED. •' Q� tt' ON ELEVAT R SHAFT INTERIOR WALLS. •.•� �,� �' ` B(1 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM AL 111111u) 1111 F-7 • SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. ���'• �P� `� v °' DO NOT VARY FROM THIS LAYOUT WITHOUT PRIORC APPROVAL BY THE ENGINEER OF RECORD AND THE �����+E�������i�'��°�� 10 II : o, CONTRACTOR. N: _- HTS24 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED 42 HTS24 AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR 3 HTS24 18 :::::::. :::_: ::: :: APPROVAL OF THE ENGINEER OF RECORD. a B03 I....\ B 4) HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. T' 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS o WHEN USING SDWC SCREWS. 0 c m HTS24—,- TS24 HTS24 a B B ............................... OFFICE COPY a m 4 --- CLIENT: : ............................ RIVERSIDE HOMES PROJECT: --- $ 114 Atlantic Beach Country Club ...... (KEY WEST-MOD) B 1 L JOB NUMBER: COUNTY: 16-1242 DUVAL B1 SCALE: Y8if =1'-0°(U.O.N.) - o DO NOT SCALE THIS DRAWING --- — 61 RELEASE DATE: 09-28-16 1 REVISIONS: BlE J1 I 10 DRAWN BY: 11jo ' 22(1 JD W DJM o o 00 21 -,A y CHECKED BY: = MJB-FSS TITLE: ROOF TRUSS W UPPER LEVEL y SHEET: ROOF TRUSS LAYOUT-UPPER LEVEL S .7 0 6HULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 LU www.HulsbergEngineering.com FLORIDA .NUIVt13ER:25846 E 0 1'-8" H ,,�t`��y�ni�utttrttriijrfi� OVERHANG 3'-4" .00-1r i m ps OVERHANG EX END RAFTER PAST DIAGONAL a ` •••""••`�•; 0.131"x 3" AILS @ 8"O.C. •°G ,1, • `, •e '' ROOF SHEATHING STAG ERED ACROSS •V • 0. 31"x "NAILS @ 8"O.C. INCREASE NAIL SIZE TO ALL INTERSEC ING MEMBERS 5Q1 L STAGGERED ACROSS 0.120"x 3"RING SHANK IN Nv• w ROOF SHEATHIN ALL IN ERSE TING MEMBERS OVERHANG AREA N 0!N ORx 3'SRINGISHANK N THROUGH TRSS INTO RAFTER •• = 0 ;• .;����, � OVERHANG AREA FROM OPPOSITE IDES OF NOTCH !• `, "` 1x6 T&G DECKING •• �'!••� 8- 1x6 T&G DECKIN '�. PE 791 COMMEATS7.. • RE-ENGINEERED TRUSS 2x6 RAFTER SISTERED TO SIDE L_,_�BEARING WALL OF TRUSS.LOWER RAFTER TO RE-ENGINEERED TRUSS ALIGN WITH BOTTOM OF T&G 2x6 RAFTER SLOTTED INTO GAP (i.e.RAFTER IS NOT CUT OR ELEVATION t BETWEEN CORNER HIP JACKS EARING WALL NOTCHED E LOWER RAFTER TO ALIGN WITH ) o BOTTOM OF T&G ELEVATION 6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS o L WER RAFTER TO ALIGN WITH 2x6 RAFTER SISTERED TO SIDE BOTTOM OF T&G OF TRUSS.LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e.RAFTER IS NOT CUT OR NOTCHED) 3 EARING WALL PRE-ENGINEERED HIP TRUSS RE-ENGINEERED TRUSS EARING WALL ®PEKE COPY PLAN VIEW PLAN VIEW a CLIENT: A CORNER HIP RAFTER D AILB RAFTER TAIL DETAIL RIVERSIDE HOMES PROJECT: m 114 Atlantic Beach Country Club (KEY WEST-MOD) m JOB NUMBER: COUNTY: g 16-1242 DUVAL 2x8 or 2x6 R SCALE: � _-1'-0"(U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 09-28-16 2X12 2X 2 REVISIONS: U C1 31"x 3"NAILS DRAWN BY: C 3"O.C. w DJM CHECKED BY: MJB-FSS 2X8 or 2X6 2 TITLE: DETAILS c BOX BEAM 21w S-8 SHEET: S8 N Q BRICK VENEER WITH 1"AIR SPACE AND WALL TIES BRICK VENEER WITH 1"AIR ULSBERG CONT.FLASHING;PROVIDE WEEP HOLES SPACE AND WALL TIES (1)#5 CONT. ENGINEERING, INC. El —FILL JOINT WITH ELASTOMERIC @ 33-O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER N L ILL PLATE 0 11481 OLD ST.AUGUSTINE RD.,SUITE#202 SILL PLATE GROUT AIR SPACE BELOW FLASHING a WEEP HOLES @ 33"O.C. - JACKSONVILLE,FL.32258 CONCRETE SLAB z EIGHT OF CURB VARIES(8" CONCRETE SLAB GROUT AIR SPACE BELOW 6"MIN. AX.) P:904.886,2401 F:904.260.4367 SILL FLASHING �,- --�_ ao a www,HulsbergEngineering.com PLATE \ GRADONCRETE SLAB FLORIDA C.A.NUMBEF�'25846 CONCRETE SLAB \ \V//11 \\\\/\\j j(1)#5 CONT. - GRAD GRAD v vv//v//�' °° v/v//� i ,8 CMU STEMWALL WITH(1)#4 @ 48"O,C. 8"CMU STEMWALL WITH 1 #4 48 O.C. \ \ �E - / \!\/\\AND IN EACH CORNER. o \ VA a VA/ cs / i �\ \\i\\ AND IN EACH CORNER. - / • ///i FILL CELL SOLID AT EACH#4 REBAR. \\\/ .• "' •. ��. ° \� FILL CELL SOLID AT EACH#4 REBAR. �I '/�/ '�j/%\///\/!/ /i HOOK REBAR 12"INTO UPPER COURSE \i; j\j j\j/ \j j\jj GSNS# +,� / Wo HOOK REBAR 12"INTO SLAB AND 6"INTO j/�/vj�ij ' j j � �< �� /\ V /���/,. ( OF BLOCKS AND 6 INTO FOOTING. It j\jj�\/ FOOTING. jj\//\\j///j\\jj/ 6" j 1'-0" ONE STORY-(2)#5 CONT. y' 5Q�, � 6 5" %'/i`/ / �` _1'-4" TWO STORY-(2)#5 CONT. = N®' ! =c 1_ '-8"_ ONE STORY-(2)#5 CONT. 1-5 ONE STORY- 3 #5 CONT. 1'-8"_ ONE STORY-(2)#5 CONT. 14TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. - i,'�' o t r A SECTION-STEMWALL WITH BRICK SEC ION-MONOLITHIC WITH BRICK rD SECTION-FEMWALL AT GARAGE � �� `�� � PE SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SECTION-MONOLITHIC AT GARAGE 4"`+ •.., ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 1 ENGINEER FOR ADDITIONAL REQUIREMENTS. �+tr1mfu10100t m t j � 1 CONCRETE SLAB _ SILL PLATE ! F I� t ,---CONCRETE SLAB `� SILL f i LATE CONCRETE SLAB —-—- vvvvivvivvi G AD ////////////,/////////// I I a GRAD \\ \\ \ �-- \,j \/\ \ (1)#5 CONT. /,j\ GRADE-1 j/�� ,��\��\\� 'e CONCRETE SLAB v /v/v/\/ GRADE \\/\\j\ CMU STEMWALL WITH(1)#4 @ 48 O.C. j//j%\\/ - `''°'% / \�j\/\ ✓j\\//\ (1)#5 CONT. / / % \%\ i\/\ \ \/\ AND IN EACH CORNER., r- ,/\�\ \/\/\, / /; \ o\// \/\\/ _ - \ ADD 8 x 16 CMU TO INSIDE OF f' FILL CELL SOLID AT EACH#4 REBAR. '// / \'�\//\//%/ :o i\//\j ° �\\/i\\/j� / " %,/ �\\/\ STEMWALL AT POST LOCATION HOOK REBAR 12 INTO SLAB AND 6 INTO \j\//\\//\\\�//\\//j/i /\ • a ° /\\j�� \�j\j\\j\\j\\\\j\\j\jjj\/ FOOTING. WITH(1)#4 VERTICAL IN EACH 1'-0" ONE STORY-O 2 #5 CONT. v �;!���``<vy!'' 1'-8" �j ONE STORY- 2 #5 CONT, �,�j,;j, L_(AS NOTED) REINFORCEMENT(AS NOTED) �1'-8" TWO STORY-(3)#5 CONT. 1-4 TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) B SECTION-STEMWALL SEC ION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT G AT THICKENED EDGE N ��� E COPY FOR ADDITIONAL REQUIREMENTS. SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT Q C ENGINEER FOR ADDITIONAL REQUIREMENTS. BRICK VENEER WITH 1"AIRSPACE y AND WALL TIES **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)' CLIENT: �CONT.FLASHING;PROVIDE WEEP HOLES RIVERSIDE HOMES @ 33"O.C• /—BRICK VENEER WITH 1"AIR SPACE a STHD14 STRAP NAILED TO GROUT AIRSPACE BELOW FLASHING AND WALL TIES cn Q V J w I PA51 STRAP NAILED TO GARAGE GARAGE DOOR POST. PROJECT: ZZ DOOR POST.BEND STRAP INTO EMBED STRAP INTO FOOTING $ (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP z AS SHOWN. 114 Atlantic Beach Country Club SILL PLATE - HOLES @ 33"O.C. o FOOTING AS SHOWN. o FILL JOINT WITH ELASTOMERIC N 6"MIN.❑ CL — — 0 (KEY WEST-MOD) JOINT FILLER z GROUT AIR SPACE BELOW FLASHING to a JOB NUMBER: COUNTY: 2 SILL _ o HEIGHT OF CURB VARIES(8"MAX.) _ Y � $ SCALE: j LATE CONCRETE SLAB _ 0IFNG 'O"(U.O.N.)CGAD FwGRADE ONCRETE SLAB BENT " -0 o THICKENED EDGE. Q DO NOT SCALE THIS DRAWING �. " _ j ° ° ///i o RELEASE DATE: 09-28-16 8 CMU STEMWALL WITH(1)#4 @ 48 O.C. o z / /\\/ GRADE F- C? o\j/ �//j\\//% AND IN EACH CORNER. ao �;j\\ . °• ,,a °� '�//\\/l 7 �REVISIONS: \\/ • ° j//j��/ FILL CELL SOLID AT EACH#4 REBAR. HOOK REBAR 12 INTO UPPER COURSE "GRADE u ° ° — - — - ° ° + OF BLOCKS AND 6"INTO FOOTING. v!/�//� v�i�/ v'j��/ LLI - - ii/ ° ° v�v�<� /////: �\�\\�\ /\ 8 ` ' \� � DRAWN BY: 6 1'-5" ONE STORY-(3)#5 CONT. \/j\/ DJM 1'-9" TWO STORY- v;v vv vv v v v v v v v v v/ 'v//v//v /ivy/ �1 8" ONE STORY- 2 #5 CONT. (3)#5 CONT. /i;//ii/y�,ji/vi/vi/vi/vi/�/jvi/j v,j i v v v v v v v v v v v�� O \/X1 \ \ \ \ \ \ CHECKED BY: 1-8 TWO STORY-O 3 #5 CONT. 6 MJB-FSS TITLE: FOUNDATION DETAILS C SECTION-STEMWALL AT GARAGE WITH BRICK SECTI N-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION(MONOLITHIC) SHEET 1 of 2 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SNOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SHEET: ENGINEER FOR ADDITIONAL REQUIREMENTS. D 1 ENGINEER FOR ADDITIONAL REQUIREMENTS. 0 SD-1 I SHOWER AREA SHOWER AREA T TLSBERG jMONOLITHIC FOOTING (2)MSTAM36-Z STRAPSlJ _ ; I NAIL EACH STRAP TO CRIPPLE STUD HENGINEERING, INC. 8"CMU STEMWALL WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202 3"MAXIMUM OVERHANG a JACKSONVILLE,FL.32258 (OPTIONAL) Z a:(OPTIONAL) STRAP TO FOUNDATION w P:904.886,2401 F:904.260.4367 FORM EDGE M oWALL WITH(8 'X"x 2X"CONCRETE21 www.HulsbergEngineedng.com PLAN VIEW PLAN VIEW CONCRETE SLAB o a SCREWS INTO MASONRY OR FLORIDA C.A,NUMBEf?:25846 ` V Z T8 Xa"x 1 X"CONCRETE o SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE ,`pv�t�+lkkkikntltttlt��',, 1)#5 CONT. POWERS"TAPPER"WITH PERMA-SEAL 3 �.•�`' S� � +1� 6"MIN. (1)#4 CONT. GRADE \\//\\ \\/� •�.• �S •.,• /\ \ \/� FINISH OR EQUAL. ••` Y X /\\/\\/\\ 8 CMU STEMWALL WITH(1)#4 @ �C. •. a \//\//\//\� STRAP SHALL BE COVERED WITH HEIGHT OF CURB VARIES SILL 1)#4 CONT. `> / /\\�\\/\�48"O.C.AND IN EACH CORNER. SILL - /\'FILL CELL SOLID AT EACH#4 � SIDING OR STUCCO V ~ Q° � • PLATE CONCRETE SLAB N LATE �_ - j/j / HEIGHT OF CURB VARIES(8 MAX.) • //�/ " �� • z a � REBAR.HOOK REBAR 16 INTO NOTE: 6 MIN. -�--'��i �/ � 3 � • PORCH SLAB AND 6 INTO THIS DETAIL MAY BE SUBSTITUTED FOR R Off. C? G AD FOOTING. wv "� • / CONCRETE SLAB 6 1111 \'` EITHER THE PA51 STRAP(STEMWALL) t2-•: GRAD \\\\\\ OR •.t+ • �� �,� ��� _ 4/ 1 g (2)#5 CONT. THE STHD14 STRAP(MONOLITHIC). •. 4FT . .p�• ��� 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. o z `7 / AND IN EACH CORNER. r_ !/\/\/ a \//\//. C \'' SECTION PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE ''""t«l�tkllkk��+"'"`� X/ FILL CELL SOLID AT EACH#4 REBAR. ' \ / j\y��j� L " /////V//V/ //�V//V�/ HOOK REBAR 12 INTO SLAB AND 6 INTO \\,� \\/ \ \ SD 2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 FOOTING. \ \�, ENGINEER FOR ADDITIONAL REQUIREMENTS. 6 T-0" ONE STORY- 2 #5 CONT. 1_g ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. NOTE: 3 1'-8" TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) 0 AS SOON AS THE CONCRETE HAS HARDENED ENOUGH G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SEC-1ION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT To BE DAMAGED DURING THE CUTTING PROCESS. (TYPICALLY 1-4 HOURS IN WARM WEATHER) SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT //--CONCRETE SLAB R ENGINEER FOR ADDITIONAL REQUIREMENTS. LGGG FILL CUT WITH 1"DEEP x%"WIDE SAW ELASTOMERIC CUT AT DENOTED FILLER LOCATIONS. ° CONCRETE SLAB GRADE ❑ j,///// �)#5 CONT: PLATE —CONCRETE SLAB r /\jj\\\/ 8"CMU STEMWALL WITH(1)#4 @ a -_ \, a \\\ 48 O.C.AND IN EACH CORNER. a _ o\� /\\j FILL CELL SOLID AT EACH#4 /j//� a° /ij//j14 ! _ ✓—�- - " ' ' \�;��/ REBAR.HOOK REBAR 16"INTO d / \\/ PORCH SLAB AND 6 INTO ,�� ��j sp! �/ s°/�j� ��6; vv;<��'/' li FOOTING. Ui OFFICE COPY CONCRETE SLAB--/ V-8" (2)#5 CONT. 1'-4" ONE STORY- 2 #5 CONT. V-0 (1)#5 CONT. --— — — a 1'-8" TWO STORY-(3)#5 CONT. CLIENT: M SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES H SECTION-INTERIOR BEARING K SECTION-THICKENED EDGE SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTsD-2 SD 2 SD 2 ENGINEER FOR ADDITIONAL REQUIREMENTS. m PROJECT: 114 Atlantic Beach Country Club (KEY WEST-MOD) t JOB NUMBER: COUNTY: TREATED POST g SCALE: CURB HEIGHT VARIES BEARING POST(AS NOTED) %"—V-0"(U.O.N.) CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH E SILL CONCRETE SLAB — PAVERS BY OTHERS �°GALV.ANCHOR EMBEDDED � DO NOT SCALE THIS DRAWING PLATE ' 8 m RELEASE DATE: -CURB HEIGHT VARIES 12"(SET-XP ADHESIVE) REVISIONS: 09-28-16 LU00 ° \ < 0 TALL 12 SQUARE GROUTED 8 /�/// - -� CMU OR CAST-IN-PLACE CONCRETE DRAWN BY: PEDESTAL ON 24"X 24"X 12"PAD w DJM m FOOTING WITH(2)#5 EACH WAY y CHECKED BY: AS NOTED REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 2'-0" - MJB-FSS T-4" ONE STORY- 2 #5 CONT. TITLE: 1'-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS a SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2 J SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING SD-2 SD-2 SHEET: SD-2 SD-2 PI SD-2 %s"OR 1%z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) ULSBERG 1X32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES 1%2"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEERING, INC. FASTEN WITH 0.113"x 2%"RING SHANK 11481 OLD ST.AUGUSTINE RD.,SUITE#202 NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS, JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 CONNECTOR AT EACH TRUSS m www.HulsbergEngineering.com (SEE TRUSS CONNECTION SCHEDULE) / FLORI A.NUMBER:25846 NOTE: TRUSS TO WALL CONNECTION CORNICE DETAIL---_/ H a�aa�at�ua rnr+rurrr HARDWARE MUST BE INSTALLED (BY OTHERS) m % %% ,MP ON THE EXTERIOR SIDE OF THE Gj••••.•••••.,• / �''�., WALL ` GYPSUM BOARD ,�••�° •.•'•�NS� •'oto 2x_No.2 SPF OR No.2 SYP — •�� v SUBFASCIA WITH(2)0.131"x 31/4" v 0�9� ENDNAILS AT TRUSS(U.O.N.) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) = 0 •G3 c Cc WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN ALL LOCATIONS AND SHALL a .+ ► ' < r'`` BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE R +•.,,•;`FL; \ DOUBLE PLATE(NAILING MAY ALSO BE .4.144h"t ' PE STAGGERED ACROSS BOTH PLATES) 0791 a C a+nataaaa 0 d . s `o SEE DETAIL"F"ON SD-4 FOR BETWEEN FLOOR o %s"OR 1%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVE RING(BY OTHERS) CONNECTIONS 3 ROOF TRUSSES 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM E 1%z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF BOARDWITH 0.131"x 3'/a"NAILS @ 6"O.C. z�z"RATED STURD-I-FLOOR(T&G)SHEATHING 1%2"RATED SHEATHING,EXPOSURE I-METAL ROOF GLUED AND NAILED.FASTEN WITH 0.131"x 2Y" FASTEN WITH 0.113"x 2 s"RING SHANK RING SHANK @ 6"O.C.ON EDGES AND 12-O.C.IN NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. THE FIELD. CONNECTOR AT EACH TRUSS o (SEE TRUSS CONNECTION SCHEDULE) / 1/e"CLEARANCE BETWEEN PANELS– g BETWEEN FLOORS 1 FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST NOTE: / SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN TRUSS TO WALL CONNECTION CORNICE DETAIL-----_/ HARDWARE MUST BE INSTALLED (BY OTHERS) ( WEB TRUSS) ON THE EXTERIOR SIDE OF THE a WALL — / GYPSUM BOARD GYPSUM BOARD s. 2x_No.2 SPF OR No.2 SYP SUBFASCIA WITH(2 0.131"x 3Y4 NAIL JOIST TO PLATE WITH 2 0.131"x 31/4" ENDNAILS AT TRUSS(U .O.N.) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) TOENAILS ( } m WALL SHEATHING SHALL EXTEND TO TOP OF (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) OFFICE COPY DOUBLE PLATE IN ALL LOCATIONS AND SHALL E NAILED @ 3"O.C.TO THE TOP PLATE OF THE RIM BOARD(LSL OR LVL) 1%2"FULL LENGTH RATED SHEATHING,EXPOSURE I.–� DOUBLE PLATE(NAILING MAY ALSO BE %Z FULL LENGTH RATED SHEATHING EXPOSURE 1. FASTEN WITH 8d COM OR 0.131"x 2/2" NAILS @ 6-O.C.ON STAGGERED ACROSS BOTH PLATES) @ CLIENT: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. FASTEN WITH 8d COM OR 0.131"x 2X" NAILS S 6-O.C.ON ; EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. RIVERSIDE HOMES (U.O.N.)(BLOCK ALL EDGES) GYPSUM BOARD y (U.O.N.)(BLOCK ALL EDGES) j 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. m PROJECT: APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. $ 114 Atlantic Beach Country Club APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) KEY WEST-MOD RATED OR 15132"RATED SHEATHING MAY BE APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 ) RATED OR 15132"RATED SHEATHINGMAY BE 9 JOB NUMBER: COUNTY: INSTALLED VERTICALLY. INSTALLED VERTICALLY. f. 1242 1 3 SCALE: 0 8" =1'-0"(U.O.N.) E 0 DO NOT SCALE THIS DRAWING INSET WALL X"FOR STUCCO APPLICATIONS INSET WALLY"FOR STUCCO APPLICATIONS RELEASE DATE: 09-28-16 REVISIONS: WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_TREATED SYP#2 SILL PLATE WITH L INA s „ ALL LOCATIONS AND SHALL BE NAILED 3 O.C. " IN ALL LOCATIONS AND SHALL B s ,�BE 3 O.C. °� � SIMPSON/s 0 x 6 TITEN HD °� SIMPSON/s 0 x 6 TITEN HD (OR TITEN HD ROD COUPLER) (OR TITEN HD ROD COUPLER) DRAWN BY: Ile - WITH 3"x 3"x)/4"WASHER @ 24"O.C. Ila a- WITH 3"x 3"x 1144"WASHER @ 24"O.C. W DJM A CHECKED BY: = MJB-FSS TITLE: FRAMING DETAILS T SHEET 1 of 3 A SECTION-TY ICAL EXTERIOR ONE STORY WALL B SECTION-TYPICAL EXTERIOR TWO STORY WALL 21 SD-3 SD 3 SHEET: _ o SD-3 SHEATHING -SILL PLATE(BELOW) ULSBERG 2x_CORNER FRAMING FULL FIELD NAILING j HEIGHT STUDS(TYPICAL) ENGINEERING, INC. 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND 2 ROWS OF 0.131x 3X" 11481 OLD INE RD.,SUITE#202 ( ) " - JACKSONVILLE,FL.32258 BOARD WITH 0.131"x 3X"NAILS @ 6"O.C. SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C• P:904.886.2401 F:904.260.4367 RIM BOARD MINIMUM 6" — X1 STAGGERED(TYPICAL) www.HulsbergEngirteering.com 75 TO ALLOW FOR NAILING -Ft IDA C.ktZMBER:25846 E EDGE NAILING AT SOLE PLATE o 0 2x_BAND BOARD PER TRUSS MANUFACTURER 2x6 OR 2x8 FRAMED WALL Cn RIM BOARD `�`������►Smfruru�rryrrr ''/s"CLEARANCE BETWEEN PANELS Y SILL PLATE(BELOW) ,�`�� .SIM F��'QA`'�>,.,,�°°° BETWEEN FLOORS (2)ROWS 0.131 x 2 2 NAILS 2x4 CORNER FRAMING FULL HEIGHT STUDS �.�` N C. `•. STAGGERED @ 6 O.C.REQUIRED j c •*. SSE, •.•• 2%z'RATED SHEATHING RIM BOARD- IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED NAIL TO TRUSSES WITH(6)0.131"x 2Y"NAILS. MIN.'X"SPACE BETWEEN PANELS WITH(4)0.131"x 3X"NAILS TO EACH ADJACENT '- j STUD LLcc Ep s T ENAIL TRUSS TO PLATE WITH SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS N I ®PLATE � (200.131"x 3'/a"NAILS NAILING INIMUM 6"TO ALLOW FOR SPACE --2x4 CORNER FRAMING FULL HEIGHT STUD S -0 DOUBLE PLATE(U.O.N.) EDGE NAILING AT DOUBLE PLATE __---2 ROWS OF 0.131"x 3'/a" .,� m �•• ���j„FI �'� �PE NAILS @ 12"O.C. ••• °PIP o. 1 2x4 FRAMED WALLsluNr �irritgto 11111111100 C SECTION-TYPICAL OPEN WEB FLOOR TRUSSF DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS SECTION-TYPICAL FRAMING AT 90° CORNERS , SD-4 SD-4 SD-4 NAIL SCAB TO TOP CHORD WITH 3 E (4)0.131"x 3X"NAILS ROOF OR FLOOR FRAMING(AS NOTED -ADD 2x4 VERTICAL SCAB IN EACH _TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED UPLIFT CONNECTOR(AS NOTED) 3 0.131"x 3Ya" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) SACH TRUSS r _ o 2x4 SPF BLOCKING-NAIL WITH(2) -2x4 X-BRACE ACROSS LENGTH OF 0.131"x 3Ya"NAILS AT EACH END SHEARWALL a (END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH(3) 0.131"x 3'/a"TOENAILS 3 GYPSUM BOARD 9 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 3'/a"NAILS @ 4"O.C. m (� EXTERIOR FRAMED WALL -DOUBLE PLATE 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. m OFFICE v O PY MINIMUM%6"RATED SHEATHING, (SEE WALL LAYOUT) EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES) CLIENT: a SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS y RIVERSIDE HOMES 4 sD-4 SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD PROJECT: THREADED ROD ASSEMBLY(IF NOTED) 61 114 Atlantic Beach Country Club 2 INTERIOR SHEARWALL(IF NOTED)SHALL9 (KEY WEST-MOD) NAIL EACH END OF BLOCKING TO USE%6"RATED SHEATHING FASTENED y JOB NUMBER: COUNTY: BOTTOM CHORDS WITH(3)0.131"x 3'/a" AS NOTED. $ SCALE: 11 -1242 DUVAL TRUSS(AS NOTED) m INSTALL 2x4 BLOCKING BETWEEN 2x_TREATED SYP#2 SILL PLATE WITH 1 1+ _ 1+ 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SIMPSON%"x 6"TITEN HD @ 48"O.C.MAX. g DO NOT SCALE THIS DRAWING 0.131"x 3Ya"NAILS @ 6"O.C. 2x_SPF#2 SOLE PLATE RELEASE DATE: WITH 0.131"x 3'/a"NAILS m 09-28-16 NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) @ 8"O.C.-U.O.N. REVISIONS: BOTTOM CHORD OF TRUSS 0.131"x 3Ya"NAILS NAIL PORCH SHEATHING AS NOTED \ I� % FLOOR BEAM(AS NOTED) DOUBLE PLATE �+ DRAWN BY: w DJM 21 EXTERIOR FRAMED WALL MINIMUM%6"RATED SHEATHING, a CHECKED BY: EXPOSURE I FASTEN AS NOTED wf MJB-FSS ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION TITLE: m FRAMING DETAILS SHEET 2 of 3 E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL 6 sD 4SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 SHEET: SHEET: 0 SD-4 (TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING 48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT ULSBERG MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (16)0.131"x 3"NAILS IN THIS ZONE. (SEE TABLE) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGINEERING, INC. NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH I PLATES WITH 0.131"x 3"NAILS @ 8"0.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JOINT IN LOWER PLATE JOINT IN UPPER PLATE STAGGERED m JACKSONVILLE,FL.32258 0.131"x 3"NAILS @ 6"O.C.STAGGEREDI I w P:904.886.2401 F:904.260.4367 TYPICAL STUD TO DOUBLE PLATE www.Hul bergEngineering.com JACK STUD AND KING I I CONNECTION FLORIDA IA.N $ER:25846 STUD REQUIREMENTS E o (SEE WALL LAYOUT) SPH4/6 INSTALLED HORIZONTALLY y E 2x_SPF#2 STUDS @ 16"O.C..(U.O.N.) 3 ���`� Si MP$ . BUILT-UP HEADER WITH 0.131"x 3 a" a•••'°•'"•'•. o��`'s NAILING AT STU NAILS @ 12"O.C.TOP AND BOTTOM HEADER TO KING NAILING ,: _ ••'•� N �•'�� LU STUD TO PLATE NAILING TO DOUBLE PLA E NAIL EACH PLATE TO JACK STUD N) 2x6 •v r'1 ••� 'Ksk STUD SIZE ENDNAIL TOENAIL (3)NAILS PER PLY _ 5(� _ WITH(3)0.131"x 3�a'NAILS-TOENAIL – 2x4 (2) (3) ORE DNAIL(TYPICAL) 2x8 (4)NAILS PER PLY $� �• 2x6 (3) (4) va 2x10 (5)NAILS PER PLY R :� �, ' 2x8 (4) (5) (6)NAILS PER PLY %901•'••4•`:��. 'o.��a 2x12 2x10 1 (5) 1 (6) DOUBLE SILL REQUIRED WHERE OPENING 9Y"OR 9 mI $���`�``` V- WIDTH EXCEEDS 61"(U.O.N.) LVL (5)NAILS PER PLY R JOINT IN SILL PLATE 11%"OR 11 4" LVL (6)NAILS PER PLY 3 BUILT-UP CORNER POST NAILING AT STUD s TO SILL PLAT 14"LVL (7)NAILS PER PLY R E 16"LVL (8)NAILS PER PLY 4..MIN.; II II II II II II II 12"MAX. ° ° ° ° 12"MAX. ° ° " 2x TREATED SYP#2 SILL PLATE o ANCHOR BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE L DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 34' CONNECTION SD-5 ALL NAILS NOTED ARE 0.131"x 3Yn" NAILS @ 6"O.C.STAGGERED (SEE TABLE) W m 3 DOUBLE PLATE NAILING NAIL SHEATHING TO HEADER WITH(2 ROWS 0.131"x 2Y"NAILS @ 6-O.C. DOUBLE PLATE OFFICE COPY i NAIL SHEATHING TO HEADER WITH(6 / 0.131"x 2Y"AT EACH END(TYPICAL) 3"O.C.NAILING WITH 0.131"x 2Y"NAILS CLIENT: JACKS AND KING STUDS INTO BOTTOM(TYPICAL)/ (AS NOTED) RIVERSIDE HOMES d v HEADER(AS NOTED) / NAIL SHEATHING TO KING STUD PROJECT: 2x_BLOCKING(TYPICAL) @ 12"O.C.MINIMUM. g 114 Atlantic Beach Country Club KEY WEST-MOD —(3)0.131"x 3'/a"TOENAILS T EACH ) FEND(TYPICAL) JOB NUMBER: 1 CIINTY:DUVAL EDGE NAILING PER SHEARWALL % REQUIREMENTS. NAILS MAYBE SCALE' NAIL EACH SILL PLY TO KI G STUD /- / s 11 –1'-0"(U.O.N.) / OR ENDNAIL(TYPICAL) i STAGGERED ACROSS TWO JACK WITH(3)0.131"x 31/a"NAIL -TOENAIL STUDS. / DO NOT SCALE THIS DRAWING 42 z RELEASE DATE: BEVEL BLOCKING AS REQ IRED FOR / EDGE OF PANEL(TYPICAL) 09-28-16 MINIMUM 1 z"NAIL PENETRATION INTO � REVISIONS: MAIN FRAMING MEMBERS.(TYPICAL) ZO (2)2x_SILL c ii RAWN BY: ��ANCHOR BOLT REQUIRED WITHIN 6 —�� � 1 w D SHEATHING MAY CANTILE ER UP TO 2" ° u DJM OF KING/JACK UNIT-MAY BE MAXIMUM PAST SUPPORTS.ALL 2 CHECKED BY: WINDOW ATTACHMENTS UST BE LOCATED ON EITHER SIDE. MJB-FSS ANCHORED INTO 2x_MEMBERS. ANCHOR BOLTS AS REQUIRED = TITLE: FLUSH HEADER CONDITION DROPPED HEADER CONDITION FRAMING DETAILS SHEET 3 of 3 M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-OPENINGS WITH SOLID SAWN, LSL, LVL,OR PSL HEADER SD-5 SD-5 SHEET: SD-5 END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG BRITTLE FINISH FL EXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL HENGINEERING, INC. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING 11481 OLD ST.AUGUSTINE RD.,SUITE#202 BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C' (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 6 " 0"TO 59" ROOF SHEATHING WEBS WITH(2)NAILS m www.HulsbergEngineering.com 2x4 L-BRACE 54"T0114" 48"TO gg" 68"T01 5" 60"T0126" 2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.NUMBER:25846 ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF 2x6 L-BRACE 1115"TO 182" 100"TO 158" 1 146"TO 2 32" 127"TO 201" BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) y ar NOTE: .I E u��9ruuur►ih�, BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I I TO REPLACE(1)ROW OF LATERAL BRACING ! NAIL DIAGONAL BRACE TO TRUSS �,•�'``� ��Q�`�F�°�. INSTALL 2x4 No.2 SYP T-BRACE NAILED TO k WEB WITH(3)NAILS `�� ..� �°••.. f`''� FLEXIBLE FINISHES ARE WOOD SIDING,H DI-PANEL, I I I tee "••Nr� •. 'yi J BRICK VENEER,ETC. RATE ROOF SHEATHING �> I I �> EACH PLY OF TRUSS WEB AT 6"O.C.WITH r < I I <' 0.131"x 3"NAILS TO REPLACE 2 ROWS OF CONTINUOUS LATERAL BRACE(QUANTITY •; `i O AND LOCATION DEFINED BY TRUSS SHOP +. 2x_ -BRACE NAILED TO j i LATERALBRACING INSTALL 2x6 No.2 SYP > > DRAWING.) I I T-BRACE NAILED TO EACH PLY OF TRUSS < <' � VERT CAL WEB WITH �- 0.131 x 3"NAILS @ 6"O.C. — ---- I ------ --- WEB WITH 0.131 x 3 NAILS 6 O.C. NAIL CONTINUOUS LATERAL BRACE TO = = j�® @ t W w VERT CAL WEB IN GABLE -- ---- --- EACH TRUSS WEB WITH(2)NAILS n : � Q END RUSS ROOF TRUSSES(BY OTHERS) •= • Cj� t ; NOTES: A.• ' 2x_LOOKOUTS AT 48"O.C. 3 TRUSSES INIMUM Of NOTE: FOR CONTINU IJS LATERAL B CE 1) CONTINUOUS LATERAL BRACES SHALL > 16"OR 24"O.C. ! 1 BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR coM T-BRACING TO BE USED WHEN CONTINUOUS o arruurrr"t►� z� SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. BETTER(U.O.N.) t III I`''Vol 111 2) ALL NAILS SHOWN SHALL BE 0,131"x 3" o NAILS(U.O.N,) B SECTION-TYPICAL T-BRACE C DETAIL-TYPICAL LATERAL TRUSS BRACING A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END 3 SD-6 SD 6 E SD-6 m 2x4 SYP BLOCKING BETWEEN NOTE: LOOKOUTS H2.5A AT EACI i LOOKOUT ALL MEMBERS SHALL BE#2 SYP. NAIL BRACE TO BLOCKING WITH(5)0.131'x 3Y4'NAILS EXTERIOR SHEATHING SPALL 2x4 LOOKOUT 2x6 BLOCKING BETWEEN TRUSSES WITH T @ 48"O.C.FOR (30.131"x 3�a"TOENAILS AT EACH LOOKOUT BE NAILED TO BOTTOM CHORD OVERHANG TOP CHORD OF TRUSS. j ROOF SHEAT ING(AS NOTED) (3)0.131"x 3%"NAILS EACH END g OF TRUSS WITH / 2x4 BLOCKING REQUIRED BETWEEN 0.131"x 21/2"NAILS @ 6"O.C. ROOF SHEATHING(AS NOTED LOOKOUTS (U.O.N.ON WALL LAYOUT) ! 2x_BARGE RAFTER BALLOON FRAMED STUDS (AS NOTED) I I \ I I I , FASCIA(BY OTHERS) SINGLE PLATE NAIL TO TRUSS \� BOTTOM CHOI RDWITH 0.131"x 3'/a" I I I I I 2x4 LOOKOUTS @ 48"O.C. 9 NAILS @ 6"O.C. H3 CLIP OR EQUAL AT EACH C LOOKOUT OFFICE COPY GABLE END TRUSS(DROP GABLE) 2x6 BRACE SPACED @ 48"O.C.UNLESS 3 CLIENT: D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAUL I I I I I I � I I OTHERWISE NOTED ON ROOF LAYOUT. � RIVERSIDE HOMES ADD 2x4 T-BRACE NAILED @ 6"O.C. SD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN X2 OF EXTERIOR ROOF PITCH WITH 0.131°x 2%°NAILS IF BRACE PROJECT: H2.5A ATE H LOOKOUT I I ( I I LENGTH EXCEEDS 9'-0". $ 114 Atlantic Beach Country Club (KEY WEST-MOD) 2x4 LOOKOt TS @ 48 O.C.FOR OVERHANG I I I D• I I JOB NUMBER: 6.1242 COUNTY: DUVAL / ROOF SHEATHING(AS NOTED) – 1 $ SCALE: 2x4 SYP BLOCKING BETWEEN --� $11 =1'-0"(U.O.N.) LOOKOUTS _ �� �� / DO NOT SCALE THIS DRAWING BALLOON Ff ZAMED STUDS \ \ \ RELEASE DATE: 09-28-16 (AS NOTED) LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. REVISIONS: GBC CLIP- DOUBLE PTE (2)REQUIRED AT EACH BRACE GYPSUM BOARD CEILING INTERIOR VAULT TOENAIL BOTTOM CHORD OF EXTERIOR HEATHING SHALL BE TRUSS T�DOUBLE PLATE WITH w DRAWN BY: DJM NAILED TO PPER PLY OF 0.131 x 3 a NAILS @ 8 O.C. CHECKED BY: / DOUBLE PL TE WITH 2x4 DRYWALL BACKING INSTALLED MJB-FSS 0.131"x 2 2" AILS@ 6"O.C. CONTINUOUSLY BETWEEN BRACES TITLE: (U.O.N.ON ALL LAYOUT) TRUSS BRACING AND GABLE DETAILS E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT) F SECTION-GABLE END DIAGONAL BRACING SHEET: sD 6 INTERIOR CEILING PITCH EXCEEDS/1/2 OF EXTERIOR ROOF PITCH SD-6 0 SD-6 0 ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 - _ JACKSONVILLE,FL.32258 -- EXTERIOR BEAM(AS NOTED) P:904.886.2401 F:904.260.4367 www.HulsbergEngineedng.com a DOUBLE PLATE FLORIDA C.A.NUMBER:25846 E 0 1 NOTCH BEAM AS REQUIRED TO y ,���'t3ttttt€sitttpppppp�p, r' FIT BENEATH DOUBLE PLATE 5\M P� BEAM BEARS ON(2)2x_JACKS �f�XASE", ,. (TYPICAL-U.O.N.) DOUBLE PLATE m A\ la • NUT WITH 2"x 2"x 16"WASHER = Q CONDITION. 1 - ALTERNATE:SIMPSON LBPSX SLOTTED= (NOTCHED BEAM) WASHER WITH 1"WASHER. 3 X"0 THREADED ROD + '34-" SIMPSON Y8"0 x 6 TITEN HD OR SIMPSON VO x 6/ TITEN HD ROD COUPLER Wit'SON,PE _= r 8"THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER R 'lvo.50791 NAIL SHEATHING TO DOUBLE PLATE WITH WITH MINIMUM 4"EMBEDMENT OR 8"THREADED ROD SET IN ADHESIVE WITH COM (2)ROWS OF 0.131"x 2 Y NAILS @ 6"0.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOMOF HEADER @ 3"O.C. X"x 6"TITEN HD SCREW ANCHOR or X"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. -INSTALL DSP CLIPS @ 24"O.C.OR or X"THREADED ROD SET 4 X"INTO ADHESIVE SPH_@ 32-O.C. 3 E STEMWALL FOUNDATION-EXTERIOR EXTERIOR BEAM(AS NOTED) A DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY X"THREADED ROD SET 7"INTO ADHESIVE DOUBLE PLATE SD 7 BEAM INSTALLED BENEATH DOUBLE PLATE INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL U.O.N.) Metal Connector Fastening Schedule USE.MONOLITHIC CONDITION Simpson ID USP ID Uplift.Capacity lbs Fasteners Anchorage U.O.N. CONDITION. Z A35 MPA1 (12)0.131"x 1Yz" n/a (DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0.187 x 2'/2'or(12)0.162"x 3K' 518'wi 7'embed o ABU66-Z PAU68-TZ 2300(SYP) (12)0.162'x 2Y:'or(12)0.182"x 3Y7 518"wl 7"embed g B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION CSP RS,50 17D5(SYPrSPF)or (11)°.148°x Wnwctuds (22)total n1a 7( or ) (8)0.148 x 1 Y4 into studs n1a (B)0.148'x 1 YV into double plate SD 7 (USP DTB-TZ SIMILAR) SD 7 DT72Z DTB-TZ 2145(SYP)1835(SPF) (8)Y.'x 1'/z"SDS Y4'w1 4Y:"embed(mono)and 7"embed(stem) CIBC HC620 n/a (5)0.131 x 1 W into gable brace n1a (7)0.131'x 2W into double plate m MONOLITHIC FOUNDATION-EXTERIOR 1-12.5A n1a:use RT7 600(sYP) (5)0.131"x 2v,in each and-(10)total n1a H2.5T n/a:use RT7 545(SYP or SPF) (5)0.131"x 1 W in each end-(10)total n/a X"x 12"TITEN HD SCREW ANCHOR H3 RT3A 455(SYP) (4)0.131'x 2Win each and-(8)total n/a ALTERNATE ANCHOR: H6 LFTA6 950(SYP)820(SPF) (8)0.131'x 21<z in each end-(18)total We or X"THREADED ROD SET 7"INTO ADHESIVE H8 RTSA 745(SYP) ....(5)0.148".x 1 Y4'in each end-(10)total nJa ........................ OFFICE X"x 6"TITEN HD HDC]8 n/a.use UPHDS 763o(SYP)5495(SPF) (20)/,x 3"SDS 7J8"wl 15'em tied(SET-)(P epoxy only} y EXTERIOR BEAM HDU5 PHD5 5645(SYP)4085(SPF) (14)'/."x 2Y':"SDS 518"wl 7 embed(mono)and 12"embed(stem) STEMWALL FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED) (AS NOTED) HDU8 PHD6 6970(SYP)5020(SPF) (20)A'x 3 SDS 7/8'wi 15 embed(SET-XP epoxy only) \7\THREADED ROD SET 12"INTO ADHESIVE H6 CLIP FROM WITH 2"xX"WASHER HETAIe --,-, , ---HTA1t3 181o(SYP) (10)0.148 x 1'/i" 4°embed HTS20,HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x 3'in each end-(20)total n1a INTERIOR APPLICATIONS- POST TO BEAM HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148'x 3'into wood nia CLIENT: (4)r"x2r,"Titeninto CMU 9 RIVERSIDE HOMES IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)Y4"x 13/4'Titen into concrete I I L X"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 2'h' SIS'w/7'embed(mono)and 12"embed(stem) HTTS _,._..,_..HTTS - 5090(SYP)_4375(SPF) (26)0,162'x Y'h° _.__..,._---._---5/8'wJ-7"embed(mono)and 12"embed(stem} or X"x 8"TITEN HD SCREW ANCHOR 0.131'x 3'/a"NAILS PER PLY ' m PROJECT: LTP4 MP4F ,. _,.___-- � (12)0.131"x 1 h' nla or%"THREADED ROD SET 6"INTO ADHESIVE LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0.148'x 3"in each end-(14)total We $ 114 Atlantic Beach Country Club LTS12 LTW12 775(SYP)66 SP (6)0.148"x 3 in each end-(12)total n1a PT POST(AS NOTED) MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0,148'x 3 in each end-(18)total n/a KEY WEST-MOD) C DETAIL-TYPICAL HTT5 INSTALLATION �H6 CLIP FROM POST MSTAM24 MSTAiu24 ---- ------1500(sYPorS-PF) (9)0.148"x3"into-wood n/a - -- (5)Y x 2'/,Then into CMU t JOB NUMBER: COUNTY: _ TDUVAL SD 7 USP PHD5 SIMILAR TO BEAM PT POST AS NOTED (5)Yb x 1'/Trtenintoconcrete _ SCALE: - 1 ) MSTA30 MSTA3l) 205D(SYP)1820(SPF) (11)C1.148"x 3"in eache nd-(22)total n/a a it MSTA36 MSTA36 2050(SYP or SPF) 13 0.148"x 3 in each end-(26)total n/a " =1'-0°(U.0.N EXTERIOR BEAM ABU POST BASE 0 8 MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148"x T into wood nJa E MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) ! (AS NOTED) {ei y x 2'/;T.ten into cru s DO NOT SCALE THIS DRAWING 7 5 (8)'/."x 1'h"Titen into concrete RELEASE DATE: /s THREADED ROD SET 15 INTO ADHESIVE -/a THREADED ROD MTS12 or MTS20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3"in each end-(14)total n/a z PLA VIEW AT TOP OF POST 0" N 09-28-16 WITH NUT SET IN MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7)0.148'x 3"into wood n/a STEMWALL FOUNDATION-EXTERIOR .O ADHESIVE (4)1/4'x z3."Then into cMu REVISIONS: (4)A'x 1/,"Titen into concrete L THREADED ROD SET 15"INTO ADHESIVE -- -_-' (7"EMBEDMENT) PA51 TA51 2940(SYP or SPF) (14)0.167 x 2%'or(14)0.162"x 3%" 4'embed i i SPH4 or SPHe SPTH4 or SPTH6 880(SYP)585(SPF) (12)0.148'x 1'/:' n/a ° d i ° a a SSR RSPT6 350(SYP or SPF) (4)0.148'x IW into studs n1a INTERIOR APPLICATIONS- (3)o I I ° / (3)o:148'x 1 Winto double Plate __ _ c DRAWN BY: DJ M IF EDGE DISTANCE EXCEEDS 5"USE \ 4 ° I I / STHD14 ISTAD14 4210(SYP or SPF) (30)0.148"x 3 K" 14'embed ° a CHECKED BY: Y8"THREADED ROD SET 8"INTO ADHESIVE i i a 4 Notes: _ MJB-FSS ° " / _ a " Li 1 All connectors are manufactured by Simpson Strong Tie or USP Structural Connectors(U.O.N.) TITLE: - - 2.SYP=Southern Pine;SPF=Spruce-Pine-FirMETAL CONNECTOR SIDE VIEW AT BASE OF POST 3.Mono=monolithic concrete;stem=masonry stem"I or bond beam _ DETAILS D LJAIL-TYPICAL HDU8 INSTALLATION rF DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST P.Anchorage refers to threaded anchors with noted diameters and embedment depths21 :@' SHEET: SD 7 (USP PHD6 SIMILAR) SD 7 0 SD-7 ULSBERG ENGINEERING, INC. DOUBLE PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 LZ www.HulsbergEngineering.com = FLOR C. .NU ER:25846 e 0 r o C �7m ps 0 0 0 �. •sOaO�e°�� ��,���i HEADER(AS NOTED)MAY BE RAISED TO BOTTOM ° OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT °v 9� ° TOP OF OPENING WITH RAISED HEADER. _ �,� a LL I N R cc tw 4 o'' o 0 ° v R FASTEN SHEATHING TO HEADER IN 3"GRID PATTERN AND FASTEN ,,• I E o ° ° (2)MSTA30 STRAPS -� � '�►�**� • SHEATHING TO ALL FRAMING @ 3"O.C. USE 0.131 x 2/ NAILS AT ALL LOCATIONS(U.O.N.) ° ,�� ° ° ° NOTE:SHEATHING ONLY SHOWN FOR NARROW WALL SECTION. REMAINING SHEATHING NOT FASTEN PLATE TO HEADER ° ° ° SHOWN FOR CLARITY. W/(2)ROWS OF 0.131"x31/4"@ 3"O.C. ° MINIMUM(3)STUDS E 0 MINIMUM(3)STUDS oi� - I 0 of 0 0 0 0 $ 0O O s MINIMUM16" 0710 ° 3 RATED SHEATHING °I ° m O O O O O O � NAIL BLOCKING TOGETHER w/(3)EVENLY SPACED ° ° ° OFFICE � � 0.131 x 3 4 - O O O a m STHD14 EMBEDDED STRAP ° ° ° (OR HTT5 IF NOTED) ° CLIENT: ° RIVERSIDE HOMES %"EPDXIED ANCHOR BOLT ° ° STHD14 EMBEDDED STRAP PROJECT: W/(7)MIN.EMBEDMENT w/ ° ° �(OR HTT5 IF NOTED) $ 114 Atlantic Beach Country Club 3 ° ° KEY WEST-MOD MINIMUM 2 x 2 x/6 1 ) PLATE WASHER o o o :9 JOB NUMBER: COUNTY: 0 o' 16-12421 DUVAL d o o $ SCALE: ° ° -A CONCRETE FOOTING /�� =1'-0"(U.O.N.) ° PER FOUNDATION PLAN 8 DO NOT SCALE THIS DRAWING a G a IRELEASE DATE: a 09-28-16 1, REVISIONS: a t a' ° G a a 4 DRAWN BY: DJM a 4a 5 a N CHECKED BY: MJB-FSS TITLE: m APA WALL DETAIL A DETAIL-NARROW WALL METHOD DETAIL SHEET: SD-8 SD-8 N All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise said claim ' well be dented. LOADING CRITERIA 30'11" Roof Floor tV M 10'8" 17'11 1/2" Top Chord Live Load 20.00 40.00 p.s.f. i iv Top Chord Dead Load 7.00 10.00 p.s.f: )v, Bottom Chord Live Load 0.00 0.00 I p.s.f. J1�(3)� Bottom Chord Dead Load 10.00 5.00 ps.f. OFFICE COPY 9Total Load 37 55 p.s.f.0 0`� J Duration Factor 1.25 1.00 l J�1 Building Code FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. {L7Te Qo °� a�°� a�U °H zs. ..�.� ... ,: ,�. M,.. ,a„� ......,.,��, Wind Usage RES.CAT II j'9 HTU26 Building Exposure B 50 HTU26 U N Buildin T e �a�. � ®,__... All 2nd Floor Walls s vp NOTE loses HTU26 A4 are 9-01- 02 It is the responsibility of the building designer or architect to N ...:..._._,.. provide an appropriate ppropriate connection for trusses to supporting #8 structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbingand B Truss Hanger List their connections)in truss space must be diagrammed (he builder an approved truss layout prior to fabdcaton. � o TU26 � ,. Manuf Product B` Qty 1 7 1/ Manning Building Supplies is a truss manufacturer whose a responsibilities are limited to those described in WTCA 1-1995 � � Sim son HGUS26-2 1 (sections 6.0 and 7.0).Accordingly,it disclaims any TU26 ■ ■ p B '` Simpson HGUS28-2 1 responsibilities for the t construction design,drawings, _ Hru ding the installation and bracing of trusses _,,,. N ■ Simpson HTU26 1 Q documents b Mannin Buiidi Supplies, {i r N HTU26 B0 Warning . ., ._. - ry N . _ ,._ _ _ ” al framing,erection and/or permanent bracing is not I M..,. r V19Rti0n HTU� 1 2.. the responsibility of the truss designer,plate manufacturer,or truss manufacturer.Persons erecting trusses are cautioned to I n I seek professional advice regardingerection brad which is I s OCT1 2 (11 (" HT■ ® always required to prevent toppling and dominoi during v I U i _:�9. ., _ .....�. _d.. . cV erection;and permanent bracing which may be required in m I ' I specific applications.See"Bracing wood trusses commentary i 1'1 1/2" and recommendations(BCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. B I SHOP DRAWING REVIEW QISPOSITiON Where no sheathing is applied directly to the top and/or bottom r u... ATfENTtON:Review of shop drawings is only for conformance with chords,they shah be braced as specified on the engineered - design.Trusses shall be handled with reasonable care during _t N tit t d .= ® ■ ® V B deign concept of the n amage or personal Project and does not relieve the contractor i truss anchor by builderrn Aon o pa ry. ,,.., resPonsdldny f d Approved 0 - - any eviation from 2x4 minimum top and bottom chords, _ the requirements of the shop c+m B dr"S shall determine and verify all riots measurements. Square cut overhangs. ,�........ .z 12 : APPROVED ❑RETURNED FOR CORRECTION __L_ 7 ���..._. ._,.k...__ ,_:..,._, ■ �,.... I PROVED S NOTED ❑RETURNED WITHOUT ACTION �— D 1'6" m ❑NOT AQPi O BRc. h... v. , 0 i ��1t O= ❑SEE TRANSM TTAL LET�R 1 COMMENTS otherw� Unless noted oarE T icaI Truss Ends ■ MRS$EROVENGINEERING,INC. EL CERT.15846 _.... .,... _ w . 11481 ST AUGUSTINE RD.1202 Engineer of Record: o B11 JACKSONv!uE FL 3225s Jeffrey K. Hulsberg - FL PE 71'1/2" B1 ....� � 33152 0 11481 Old St.Augustine Rd#202, Jacksonville,J k 'Ae,FL 32258 Manning Building J �- o ■ _B�so Supplies, INC. ,�' , a ✓� I 11155 Philips Parkway Dr.E. i 0 24110.C.C24 O.C. -o I Jacksonville,FL 32256 � J 10 ifl Phone:(904)268-8225 09 J0 Fax(904)260.2981 J22(1I) ao o I WWVVM85-CORP:COM q� o v a v r c o o v o c v� V0 ov JAXTRl1SS MBS-CORP,Ct7oA Customer.• Riverside Homes i G 30'11" Job Name: Jordan Residence LotBlklSubdiv 114/ /ABC FLORIDA PRODUCT APPROVAL CODES: MITEK PLA ES 15638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 : Scale: to: rewn By: Job Number N.T.S. /13/2016 PC J160471 All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA 49'11" Roof Floor, j 17'11 1/2" I Top Chord Live Load 20.00 40.00 p.s.f. OFFICE COPY 8' Top Chord Dead Load 7.00 10.00 p.s.f. —iW _� _ 1 Bottom Chord Live Load 0.00 0.00 p.s.f. _' _' ¢ Q ¢ `� ,,Q Q Q 08 Bottom Chord Dead Load 10.00 5.00 ps.f. � � N 3 ; Total Load 37 55 p.s.f. q4 ®. - ® ® N °O ti Duration Factor 1.25 1.00 2'0., ,2,o„ ,2.0.. 2�0,� -2'p" 2� 2.0.. ,2�0.. M ES _ Building Code FBC 2014 R 56 f ,; T' �� Wind Standard ASCE 7-10 � � r J6 F18 1T 0" Wind Speed 130 m.p.h. THA426 Wind Usage RES.CAT II 36 THA426 v Building Exposure B 6 t THA426 1'7 3/4" LL Building Type Closed IUD I0a 2,Oii 5'9'1/2 ■ '2 1 l4" 14'11 1/r' NOTE ` THA426 s _ it is the responsibility of the building designer or architect to Iff- provide an appropriate connection for trusses to supporting v structure per reactions shown on truss engineering.Special J 36 fr® U_ considerations for mechanical equipment and/or plumbing(and HA426 their connections)in truss space must be diagrammed by the LL LL Owl] I bulkier an approved truss layout prior to fabr Caton. 6Aiv ® Manning Buildng Supplies is a truss manufacturer whose HTuze a $ $ w rHAa26 responsibilities are limited to those described in WTCA 1-1995 F- F (sections 6.0 and 7.0).Accordingly,it disclaims any M 5 = THA426 responsibilities for the the construction design,drawings, HTu documents including the installation and bracing of trusses manufactured by Manning Building Supplies. �4 . 19 0" rHA,26 Warning. Hru26 Conventional framing,erection and/or permanent bracing is not 3 THA426 j the responsibility of the truss designer,plate manufacturer,or U n ao truss manufacturer.Persons erecting trusses are cautioned to HTuzs 0 9 0 0 ao seek professional advice regarding erection bracing which is THA426 always required to prevent toppling and dominoing during ® Cv erection,and permanent bracing which may be required in N Hru26 specific applications.See'Bracing wood trusses commentary L0 1_ THA428 and recommendations(BCS/1-03)for further information. } SHOP DRAWING REVIEW DISPOSI-ION Trusses shall be installed in a straight and plumb position. HTU28 r ,.._,,.. ,, 18'11" Where no sheathing is applied directly to the top and/or bottom 10 ATTE ION:Review of shop drawings is only for conformance with chords,they shall be braced as specified on the engineered design.Trusses shall be handled with reasonable care during HTU26 ® c U the de concept of the project and does not reli6 to the contractor erection to prevent damage or personal injury. �y g of res for any deviation from the requireritents of the shop Approved truss anchor by builder. � HA428.. .-.:. dr Contractor shall determine and verify all field measurements. 2x4 minimum top and bottom chords. �� _ r Square cut overhangs. 12 LL LL LL� N `�- A ROVED ❑RETURNED FOR CORRECTION 4 o ' '° a ® ❑APPROVED AS NOTED ❑RETURNED WITHOUT ACTION a NJ. � � N LL 0 � cr) 13NOT APPRO� ,_ 13 SEE TRANSM ETfAL LETTER BRIG. 1 ao vo 9 Po To 9N N 7N V � 18'51/2 ,. �: COMMENTS / 11z o^ 9 Unless noted — 47,1 ! ` Z.` '�; 8Y GATE 1 otherwise. I . ... _ All 1st Floor Walls THA426 EN6lNEERIaG,INC. R cERt z Typical Truss Ends are 10-01-0 1141 .AltasTiNE R0. 202 o THA426 N JAC aFt.M58 Engineer of Record: Truss anger List i� MLanuf P duct Qty 10'11" 100 Jeffrey K. Hulsberg - FL PE THA426 3 #33152 Simpson H US28-3 1 1'9 /4" Simpson H U26 14 11481 Old St.Augustine Rd#202, Simpson THA426 24 Framer will build Approved truss anchor by builder. Jacksonville,FL 32258 FLOOR TRUSS out walls on porch p 31/2 \, Manning Building j on 20" V7 , Supplies, INC. LVL Beams I ons11155 Philips Parkway Dr.E. o Jacksonville,FL 32256 PlotlD Length Product Plies Net Qty Phone:(904)288-8225 260-2981 BM1 101011onCENTER® LVL 2.0E 1 3/4 x 20 2 2 BRA. WVVW,MBS-)CORP,COM BM2 101011 onCENTER® LVL 2.0E 1 3/4" x 20" 2 2ustomer. JAXTRUSS MBS-CORP.COM Riverside Homes Typical Truss Ends Job Name: Jordan Residence 13' 1/2" 69 1/2" 30'11" I.o&BWSubdiv 114/ /ABCC FLORIDA PRODUCT APPROVAL CODES: MI K PLATES 16638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELINX ON-CENTER BLi-JOIST 16432.... BLUELINX ON-CENTER RIMBOARD 16432 Scale: ate: wn By: Job Number. N.T.S. /14/2016 PC J160471