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840 Paradise Ln 2015 SFR PLANS DESIGN SPECIFICATIONS: GENERAL NOTES: w N 8 All concrete slabs on grade shall be the thickness as indicated on the drawings over z > �I Project has been designed in accordance with the 2010 Florida Building Code, 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 o Residential, and the Florida Building Code, Existing Building(asapplicable). Architectural, civil(site), electrical, mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of '-z"to 2" DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per J 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. � conformance with all requirements of the authorities having jurisdiction over this type _ LU Wind Design Method ASCE 7-10 0 Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and o other deleterious material. Structural fill shall be compacted to a density of at least N r m Building Risk Category: II 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 R LL o Wind Exposure: C(Enclosed Structure) 3. The contractorp O w Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence,and temporary with termite poison before slab is placed. ��1-'� I�L/ 3 _' V Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during z Wind-Borne Debris: NOT located in the wind-borne debris region construction. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be - a w compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density O c? a 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. _ Z ') LU Unless otherwise noted, project site considerations shall be the responsibility of the = > commencing work. 3 a owner and/or contractor. Examples of such items include, buts all not be limited to, g :determination of grade elevations, drainage features, and specia requirements 11. The following minimum concrete cover shall be provided for reinforcement: w Y associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth Z U i„o'uiouw ,F�3 F a . plates, openings, sleeves, hangers, slab depressions, or other components as may be 2° Concrete exposed to earth or weather ,�e�°` f � T ca w N DESIGN DEAD LOADS: required to attach and accommodate other work. 1 '/2'Concrete not exposed to earth or weather w�`)�, W Floors: 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with 021 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 in the work except minimum lengths: " Z where indicated otherwise. ¢U caro wood subflooring over wood truss,wood I-joist, or solid sawn lu ber framing. The floor #4 bars: 21"minimum #5 bars: 26" minimum F�W covering is assumed to be carpet,vinyl,wood or ceramic tile. T e Engineer shall be notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32" minimum =! '°�� E k shall contact the Engineer for clarification in cases of conflict between the structural drawings an drawings re ared b others prior to commencing work. g ! wed Roofs: g Y g p p y p g 13. Reinforcement in footin s shall be bent around corners or corner bars shat �(. 4. Y az Metal or Shingle: 10 psf(Rafters)7 psf(Wood Tr ss) 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The con g cfor s'half provlcte" j3 oers-1 chajrs-,bolsfers=ete nee iy�to supp"61oiTt"IMm,nr Concrete or Clay Tile: 15 psf ' 2 Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of reinforce �RrlIpo ?, es shall have Z Z 2000 psf. The En ineer shall be notified if soil conditions encountered differ from the ends wh h are la ti s I s a H Z TBEACH noted assumptions. All requirements for site preparation and soil compaction P � � �� specified in the soils report shall be followed unless more stringent requirements are MASONRY:' S�EP�IIISFOF hDDITADDITIONALf LL DESIGN LIVE LOADS: ' UIMMFIN I`S AND CONDITIONS. W specified in these plans. Floors: W Exterior Balconies: 40 psf General: , ,��d ` Exterior Decks: 40 psf CONCRETE: DQE' J LU LU Stairs: 40 psf(or 300 Ib point load) 1. All mason rivorshalfbe In acoor a ee wiffi�" itdiricd Requirements for a �i Garages: 60 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530 08 and S e anon Structures,"ACI v w KY' d O %m All Other Areas: 40 psf Structural Concrete,"ACI 318-08, and"Specification for Structural Concrete,"ACI 301. 530.1-08 ` '� c V 1 x Z Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 2, Grout shall IConforrtS 6 aye ompresive strength of LL Slabs on grade,footings,and misc. concrete: fc=2500psi 2000 psi pe ASTIV C1�1g.Gro shall be ml e to provlce a slump between 8"to 11". A �J! w Without Storage: 10 psf ' With Limited Storage: 20 psf Structural slabs,walls, beams and columns: fc=3000psi With Storage: 30 psf fixed stair access) Designated radon zones only-all concrete: fc=3000psi 3. Mortar shallcorfS ` 270.antl bel'ype >or S Ype N'mortar may be used 9 g P ( ci in brick veneer ITE Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) Z LL 4. The contra or shallEbe responsible for the desi ,nand Installation of all flashing. o N J Less than 4:12 slope: 20 psf 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) = = Z o LL Concrete Masonry CMU : DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-066, Hollow Load-Bearing 3 SCALE: SCALE Walls: Concrete Masonry Units, normal weight,with a minimum compressive strength of $ �•_ -o Iu.o.N.i Brittle Finish(wind load): L/240 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi(fm=1500 psi). N THIS DO AWING structural drawings.All reinforcing details shall conform to"Details and Detailing of EAS DATE: Flexible Finish(wind load): L/120 RELEASE DATE: Floors: Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following Baia-�a Live Load: L/480 drawings. minimum lengths: t REVISIONS: #4 bars: 20"minimum Total Load: L/240 _ * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25" minimum Increased floor stiffness may be required by floor covering manufacturer shall be in accordance with"Standard Tolerances for Concrete Construction and #6 bars: 30" minimum Roofs: Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. - Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. = DRAWN BY: CMF Total Load: L/180 m CHECKED BY: 4. Provide cleanouts per ACI 530.1-08 in the bottom course of masonry when the wall FSS height exceeds 5'-0". a SHEET: 5. Beam reinforcement shall be continuous across control joints. o , s r 3 WINDOW DOOR AND SOFFIT PRESSURES: w N Clay Masonry (Brick): 12. Fasten plies of 1 /d'wide engineered lumber as follows: j Q 2-ply beams with (3) rows-of 0 131"x3'/4' nails @ 12"o.c. of > of Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick,and 3-ply beams with (3)rows of 0.131"x3'/4'nails @ 8"o.c. (each side) 1. All window, door and soffit assemblies shall be designed to withstand the design Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with (2)rows of Simpson 6 3/"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's requirements. - c) 2. Brick veneer shall be anchored with approved ties spaced lo more than 16"o.c. STRUCTURAL STEEL: - J vertical and 16"o.c. horizontal. Additional ties shall be provided around all wallof m � openings greater than 16"in either direction, and shall be paced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and E o o.c. and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). 2 _ a.welded connections: AWS D1.1 WIND PRESSURES ON WINDOWS, DOORS & U. N m 3. Strand wire veneer ties shall not be less in thickness than o.9 gage wire and shall b.Structural steel shapes, plates: ASTM A36 Q 0 Lu have a hook embedded in the mortarjoint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or A501 SOFFITS (pSf) 3 (D > 22 gage by 7/8"corrugated and fastened with 1 3/"galvanized roofing nails. Cl.Structural steel tubing: ASTM A500w N Adjustable or strand wire veneer ties shall be used at CMLJ walls. AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) = p C0 aWW. 2. All structural steel connections and Fabrications shall comply with AISC specifications. _ 4. Unless otherwise noted on the plans, a steel angle L4x4x1 4 shall be used for Pos Neg Pos Neg - J u� rw supporting brick veneer 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. o windows where brick is self-supporting. If the length of the opening exceeds 6'-0 then 0 to 20 sf 24.9 -33.3 24.9 -27.0 LU Y Q 20.1 to 50 sf 23.8 -31.0 23.8 -26 5"e R bye»�t'1°aai�3 the steel angle shall be attached to the wood framing with %"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 22.4 -28.1 22.4 ,24.5 �1 O ti m w N O.C. or Simpson J4"x 3"SDS screws @ 12"o.c. shall not be used. W ;, 100.1 to 200 sf 21.1 -26.0 21.123.2=' `� y d ' o 200.1 to 500 sf 20.0 -23.6 20.0 ;'{ 2 '2 �' 6h "' WOOD FRAMING: 5. Bolts shall be installed to the"snug tight"condition-u.o.n. Soffit Design Pressure 24.9 -33.3 24.9 Cs)-27.0 '>,T_4_'01' Base Design Pressure 21.10 GCpi = t0.18 LU R �O ,� o 1. All wood framing has been designed in accordance with "National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior (NDS)for wood construction,"2005 edition. to painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". 2. All wood members exposed to weather or in contact with masonry, concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel %s °•->� �a`0 shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. ,, 3. _ If ACQ treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation whore required to restore final finish. "'fill III as! a6- \ W hot-dipped galvanized nails meeting ASTM A153, Class C,or ASTM B695, Class 50. w N \\,-z'0 If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: d Z TYPICAL EDGE STRIP(5) $ Z 4. Prefabricated wood trusses shall comply with NDS and"N tional Design Standard for 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, a=4.0' o Metal Plate Connected Wood Truss Construction(ANSI/TPI 1-07)." United Steel Products(USP), or Engineer approved equal. Z"o 3 W¢. TYPICAL INTERIOR ZONE(4) 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM �m F1554, Grade 36. UJ 6. The Truss Manufacturer shall submit shop drawings and design notes with a a W o registered Engineer's seal for approval. Design notes shall include the rated load 3. All metal connectors and hardware which are exposed to the exterior or in contact L o capacity of the truss to truss connectors, and the manufac urer's license to fabricate with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per =Z trusses utilizing the connector system proposed.The contractor shall approve ASTM A153, Class C,or ASTM B695, Class 50. fabrication and installation drawings showing size, shape and layout. LL 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with 7. Jobsite handling and erection, including temporary bracing,during installation of Florida Product Approval)and installed according to the manufacturer's instructions. trusses shall comply with TPI/WTCA BCSI 1. Holes shall be cleaned of all debris and brushed out prior to installation of anchor , adhesive. y M 8. All prefabricated wood trusses subjected to uplift condition 3 shall be securely fastened Z LL N a � J to their supporting walls or beams with metal connectors a 3 noted in the Truss ROOF COVERING: 6)Connection Schedule. 1. The contractor shall be responsible for the design and installation of the roof covering C -Opv _ ¢ a 9. All gable ends shall be balloon framed or braced in accord 3nce with the applicable system. 'x i 1 8 detail as shown in the structural drawings. T SCALE: 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the Y•=V-0"(1-I.O.N.) 10. Guardrails, handrails, and guard in-fill components Balusters and Panel Fillers shall y DO NOTSCALE 9 p ( ) manufacturer's requirements. 0 b, d� N THIS DRAWING be provided by others. q iV ��� .., d RELEASE DATE s 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation L- , . d mama-ma 11. Engineered lumber LVL, Parallam or LSL shall meet the following minimum material > t REVISIONS: 9 ( ) 9 Manual,"and the manufacturer's requirements. �ry specifications: -- - - LVL or Parallam LSL 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according - E=1,900,000 psi E=1,550,000 psi to the manufacturer's requirements. _ Fb=2,600 psi Fb=2,325 psi Fc=750 psi Fc=800 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Southern Yellow Pine member design incorporates design values for all sizes and = DRAWN BY: Fv=285 psi Fv=310 psi and valley material. 9 y 9 p pp CMF grades of visual) graded Southern Pine dimension lumber per"Supplement No.13 to m CHECKED BY: the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the FSS Southern Pine Inspection Bureau(SPIB). a SHEET: ki -� J L v J N Q i a O 7 O 39'-0" �I o i 2" 9'-6" 9'6" IT-10" _ N - J Y p J w � W J 24"x 24"x I PAD FOOTING o co c FF WITH(2)#5 EACH WAY(TYP.) € o N I SEE DETAIL"E"ON SD-1 d w o w I 3 z CD - J z W 20'-0" 0 19'-0" an d a co a w - Z cn w Ln Q a o o 0 z r a , , b a b r f b f U 5 b 1 b 8 H b t O F[ d 'CONCRETE SLAB WITH ...... 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL :..._ ` q VAPOR BARRIER > B 9 co LLf COVERING CLEAN, & rr �-I COMPACT,TREATED FILL. �,( ` 1 6 6.-92. 12'02" z -1 F M co ih '' - - U CD ':::5: � �� �= Z W o Lu p 61 _ O J LI B -3 w U - - - - 1„ - - - - - I » SD-1 �� 91-1 2 I n _ /'�� m �I U a Lu -2 o'91 V2 J J p c�J Fiii:? Y d U I I N iiia: } a%tis �J cc O Cn u W SPECIAL EMBEDDED STRAPS o s1 I I _ .... CJ=SUGGESTED CONTROL JOINTS REQUIRED AT"N RROW WALLS". M H SEE DETAIL"A" N SHEET SD-8 ,.. ' ...a SD-2 00 ""' LOCATIONS(SEE DETAIL"T"ON SD-2) o - D w Z... ........ SD 1 NOTE: I iI oo� . .. :.: . ENOTES TWO STORY CONTI�OUS FOOTING DFOOTING CONDITION sis :::t.?: :: :: : -a aN�F o i :: : . ? z::ACROGARAGE o -°' DOOR PENING 9 - CONTRACTOR SHALL VERIFY ALL DIMENSIONS $ SCALE: USING FINAL APPROVED FLOOR PLAN PRIOR F % =t'-o'(u.o.N.) 2" 161-011, 2" 6'-6" 12'-2" TO CONSTRUCTION. $ DO NOT SCALE N Q k THIS DRAWING RELEASE DATE: U) hL 10-14-14 -, py t THIS 24"x 24"x 12"PAD FOOTING - '!` Y o WITH(2)#5 EACH WAY(TYP.) _ 19'-2" 8'-2" U) 11'-8° SEE DETAIL"E"ON SD-1 3DRAWN BY: 9'0° 2 CMF t _ 4 m CHECKED BY: FOUNDATION PLAN � ___.__ _ t FSS SHEET: ld S_3 L J r NOTES of o o) N a 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 10'-1 l"-U.O.N. J J 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4u NOTE:\ a o EACH REAR POST SHALL BE TR:ATED —_ -- SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1'/s"-U.O.N. 4x4 POST ON ABU44-Z POST BASE. TRAP (2)2x12 PORCH O POST TO EACH BEAM ABOVE WITH BEAM(TYPICAL) III 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING) U.O.N. � o (1)H6-Z CLIP OR(1)MS--A24-Z. NOTIFY ENGINEER OF ANY VARIATIONS. a F- U)TYPICAL ALL POSTS-( .O.N.) = � > SEE DETAIL"F"ON SHEE F SD-7 III a w z w III E (2)JACKS SD-7 a- IIS (2)2x8 HEADER II MIN. a E 3 S _ _ cn w SD-7 1J 1K — > N 3 J Q (2)2x10 HEADER D 1J 3K PY f O'p11°uu ani U d (3)2x12 HEADER (ct,0 +°°j°' r+,�� W NCONT.(4)SPANS . t��. w opy �, 2J 2K .. PIN` � t +s ; IM Cocl " EACH I c (3)2x4 BUILTUP Zu�ia.�*: = --- (3)2x4 BUILT-UP POST(MIN.) "-� '�.,�i' �`•.°,, � �i POST(MIN.) SW-3 — — SW-3 — — (hill-: SHEARWALL LEGEND: Z o Z Lu Y o Y :::::::: = NON-BEARING WALL _ t�a ��- w r co (2)JACKS w N `n Z o W -. N MIN. N o = BEARING WALL W Q �I III CV N (V - F--: - U SW-3 SW-3 v N o NOTE: _SW-6 cr INSTALL SOLID BLOCKING O = SHEARWALLS FASTENED WITH �I , BETWEEN FLOORS AT 8d COM(0.131"x 2 Y)NAILS @ J.- ALL SECOND FLOOR POSTS. 6"O.C.ON EDGES AND 12"O.C. 2x6 FRAMED I SW 3 ON INTERMEDIATE SUPPORTS. (2)2x6 BUILT-UP WALL < � III IM o = SHEARWALLS FASTENED WITH a w POST(MIN.) (3)2x6 BUILT-UP N 13: 8d COM(0.131"x 2;V2")NAILS @ x III U' 3"O.C.ON EDGES AND 12"O.C. POST(MIN.) �, N (3)JACK STUDS BM1 2)2x6 BUILT-UP ON INTERMEDIATE SUPPORTS. a V REQUIRED AT THIS END POST ALIGNED WITH BM2 _ = OF HEADER ' POST ABOVE. GARAGE DOOR NOTES ggg = SHEATH BOTH SIDES OF WALL _ o z 2 (2)2x6 BUILT-UP INSTALL SOLID BLOCKING 1. INSTALL(�MSTA30 STRAP AT EACH END AT INDICATED SHEARWALL s ° (2)2x6 BUILT-UP� POST(MIN.) BETWEEN FLOORS. OF GARAGE DOOR HEADER.NAIL STRAP a 0 Z POST(MIN.) I INTO HEADER AND JACKS BELOW. Q o _ SW-3 SW-3 NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. r o a — — — — — — — E 2. 16'GARAGE DOOR SHALL BE RATED FORA s (3)2x12 HEADER SD-7 MINIMUM DESIGN PRESSURE OF 23.2 psf± WOOD FRAMED HEADER LEGEND: SCALE: HUC410 MINIMUM 2'-10" E %•=V-o•(U.O.N.) HANGER SHEARWALL LENGTH SIZE DO NOTSCALE REQUIRED ADJUST OF HEADER THIS DRAWING ONSTRUCT USING APA II ( d RELEASE DATE: NARROW WALL METHOD WITH WINDOW LOCATIONS) NOTE 2)2x_HEADER 1a1a-1a _ EACH FRONT POST SHALL BE TREATED L REVISIONS: HEADER CONTINUOUS U —_ —_ ]_ — — — — — — = J K ACROSS RETURN WALLS (2)2x12 PORCH 4x4 POST ON ABU44-Z POST BASE.STRAP - (SEE DETAIL"A"ON SD-8) BEAM(TYPICAL) POST TO EACH BEAM ABOVE WITH QUANTITY UANTITY (1)H6-Z CLIP OR(1)MSTA24-Z. OF JACKS OF KING STUDS TYPICAL ALL POSTS-(U.O.N.) _ SEE DETAIL"F"ON SHEET SD-7 NOTE: E = DRAWN BY: NOT ALL WOOD FRAMED LOAD BEARING HEADERS CMF WALL LAYOUT-FIRST FLOOR THIS OPEN PORCH CEILING REQUIRES A SHALL BE MINIMUM (2)2X6 No.2 OR BETTER CHECKED BY: MINIMUM/e"SHEATHING.FASTEN WITH SYP.INSTALL MINIMUM(1)JACK AND FSS 6d COM OR BOX NAILS AT 6"O.C.ON EDGES SHEET: AND 12"O.C.IN THE FIELD, (1)KING STUD AT EACH HEADER(U.O.N.) o S-4 r NOTES: J w v �I ¢ 0 0 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1'/a"-U.O.N. = v 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 d O w SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'1'/a"-U.O.N. LL o 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. E Z o NOTIFY ENGINEER OF ANY VARIATIONS. a O w 3 Lu �a (5 co z w a w !=Exl U) wm O cn w (2)JACKS t Q > N MIN. £ J o > PV J Y Q F (2)2x10 HEADER Q 0ev z m w N w 1J 2K i�ae�s�»ue>uy m �'jr& CONT.(3)SPANS ��HIS - LAIV 4 aaaat� �... Fr. = ON Job, 00 , rr.` ACH d Mi y\ `�'`~ E PS ed L OFJ e ? a r=T1Qa'a p2 SHEARWALL LEGEND,,,,rj,,,lo ,,, z� 0 �z :::: = NON-BEARING WALL < ¢ L o� . . ..... o = BEARING WALL m W Q U .SW--3- - - - - _SW-6_ ............... ... a = SHEARWALLS FASTENED WITH (Y-, d • Sd COM(0.131"x 2'/z")NAILS @ w 6"O.C.ON EDGES AND 12"O.C. t o M ON INTERMEDIATE SUPPORTS. =Z SW-3 CONT. 2 SPANS o = SHEARWALLS FASTENED WITH m (2)2x6 HEADER 8d COM(0.131"x 2)/2")NAILS @ a 1J 2K (4)2x4 BUILT-UP (4)2x4 BUILT-UP 3"O.C.ON EDGES AND 12"O.C. o POST(MIN.) ON INTERMEDIATE SUPPORTS. 7- POST(MIN.) (2)JACKS1=7 CONT. 2 SPANS SBS = SHEATH BOTH SIDES OF WALL z LL MIN. (2)2x6 HEADER AT INDICATED SHEARWALL J 2J I 2K - Z ¢ o SW-3 SW-3 - NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. ¢ a 75 (2)JACKS 3 MIN. WOOD FMED HEADER LEGEND: = SCALE: RA E %"=V-0"(U.O.N.) SIZE DO NOT SCALE OF HEADER N THIS DRAWING I RELEASE DATE: 2 2x HEADER 10-14-14 K d REVISIONS: QUANTITY QUANTITY - OF JACKS OF KING STUDS - NOTE: DRAWN BY: WALL LAYOUT-SECOND FLOOR ALL WOOD FRAMED LOAD BEARING HEADERS CMF SHALL BE MINIMUM (2)2X6 NO.2 OR BETTER m CHECKED BY: FSS SYP.INSTALL MINIMUM(1)JACK AND SHEET: (1)KING STUD AT EACH HEADER(U.O.N.) s S-5 L r OI O wl N z ' � m 7 O r JOB COPY J - Cn THIS L.Ai t o T 04 TRUSS CONNECTORS m 2x8 LEDGER W/ t 43 �, TRUSS ID LEFT INTERMEQIATF�_IRIg4lu f ? L W (5)0.131"x 3/" , 3 NAILS @ 24"O.C. P� ) 3 O z 2.5T CLIP REQUIRED -- _ �. J >- w (EACH VERTICAL - m Q � U) AT THIS END OF FLOOR ALL TRUSSES(ROOF) H2.5T OR H2.5T OR H2.5T OR J a w TRUSS END) cn CL JTRUSSES SDWC 15600 SDWC 15600 SDWC 1560011 - LL CL O cn w NOTE: 1)ALL TRUSS CONNECTORS ARE BASED ON o _ UPLIFTS COMPUTED BY ENGINEER OF RECORD. W Y Q UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. - O m W N w J w o laaaaaaaunu r f+t cc 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. LLco DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR 41 APPROVAL BY THE ENGINEER OF RECORD AND THE q�.o CONTRACTOR. 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR v� APPROVAL OF THE ENGINEER OF RECORD. x o Z 4) SEE SHEET SD-7A FOR INSTALLATION DETAILS ¢ ¢ H- (2)-F14 WHEN USING SDWC 15600 SCREW +•+,"1� a�a $ ,,`` 2aW + `o P z,Z BEAM SCHEDULE - OW �� (2) w F13 Zi o � OW o0 � 3 Q BEAM I.D. BEAM SPECIFICATIONS LL �L BM1 (2)1 Y4"x 16"2.0E LVL v a Wo w� BM2 (2)1 Y4"x 16"2.0E LVL o J M (5)-Fl l LL =Z BM3 (2)1 Y4"x 16"2.0E LVL } a D w w LSTA18 NAILED TO BACK OF LEDGER AND - N EXTENDING ONTORAFTER 6. INSTALL STRAP ONLEDGER BM2 PRIOR TO LEDGER - Z w PLACEMENT ON WALL � RATED SHEATHING - ¢ o IIII��� NAILED w/0.113"x2%'RING SHANKNA SPANK II N ALONG EDIGESCd(i.e.OL LEDGER) V -' AND INTERMEDIATE SUPPORTS -77771 _ __ _ 2x6 LEDGER,/ 2x4No.2SYP SCALE: DECORATI E— w w (4)0.131"x 3%" $ Ya"=P-0•(U.O.N.) BRACKET(TY .) O NOT SCALE NAILS 24" ch @ O.C.QC2xs No.2sYP LEDGER THIS DRAWING w/Y,"x 4Y"SDS SCREWS (EACH STUD/WEB) INTO STUDS @16'DC. — — w.2x4No.2 y RELEASE DATE BEVEL TOP OF SYP FASCIA �a�4_�4. LEDGER TO MATCH ROOFSLOPE REVISIONS: CANTILEVERED ROOF = _ — _ - — 3)o.13rx3Y,"NAILS _ (SEE DETAIL"A"ONS 6) &4N.2 SYP LEDGER w/�'x4y"SDS SCREWS (TYPICAL EACH RAFTER SET) INTO STUDS @ 32'O C. -2x4 No,2 SYP DRAWN BY: NOTE:FLASHING&WATERPROOFING BY BUILDER CMF LOWER ROOF LAYOUT q Y: BRACKET DETAIL L� FSS a CHECKED S 6 a SHEET: o S-6 L J r v of 0 mol d JOB copy IUJ uj THIS PLOV - J J D J_ m E 0 oJ 3 0 Lu Lu LL a EACH IEC Pp s 0 0 W Y Q Lu U t1 11y1111i51i9391iIF1pP( o f7.. m w CV � � .. ,`.� a�`beya• mrayka n o p ✓ TRUSS CONNECTORS Z _ 0�• TRUSS ID LEFT INTERMEDIATE RIGHT •� B1 LGT2 LGT2 °U , `" oQ w �a E F SD-6 ALL OTHER TRUSSES H2.5T OR H2.5T OR H2.5T OR ✓✓''�,� /-^�y°°•>a ®° E Z4 Y SDWC 15600 SDWC 15600 SDWC 15600 NOTE: fPuuassPSlPla�aaaess' w",j o 1)ALL TRUSS CONNECTORS ARE BASED ON �—+o o UPLIFTS COMPUTED BY ENGINEER OF RECORD W s UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS Q � .. SHALL BE DISREGARDED. - W w .. 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. Lu W . DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR a E ENGINEER OF RECORD AND THE o APPROVAL BY THE CONTRACTOR. _ o m M - L o V 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED a Y W AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR y i APPROVAL OF THE ENGINEER OF RECORD. a �+ V1 _ LGT2 4) SEE SHEET SD-7A FOR INSTALLATION DETAILS m LGT2 I AT ATTRUSS WHEN USING SDWC 15600 SCREW o _ g2--- _ - 75 Z - �4- _ Q N � a IIIIL� �IIII � SCALE:: S DO NOT SCALE THIS DRAWING z RELEASE DATE: 27 10-14-14 REVISIONS: UPPER ROOF LAYOUT_ DRAWN BY: CMF CHECKED BY: FSS SHEET: S-7 r Q NOTE: _ > 'I a ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, (1)SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_AT DOUBLE PLATE, - (2)SIMPSON SDWC 15600 SCREWS STUD O TO DOUBLE PLATE PER SIMPSON DETAIL. OJ C NOTE:\ a w w EACH REAR POST SHALL BE TREATE - \ _ _ _ _ _ _ _ _ _ DOUBLE Z m 44 POST ON ABU44-Z POST BASE.STRAF PLATE POST TO EACH BEAM ABOVE WIT III 0 0 (1)H6-Z CLIP OR(1)MSTA24- III OPTIMAL 2 °ANGLE a w w TYPICAL ALL POSTS-(U.O.N. 1 - SEE DETAIL"F"ON SHEET SD- III \ 4° O° w 3 z > �I II DOUBLE 3Q �� I z w III PLATE 0- in O HTT5 HTT5 �„MIN " I o U) w E w III SD-7 HOLDOWN HOLDOWN 1„MAXCL i w J co w E ' LnSD-7 III y Z • MIN, 3"(1/-1/4") z p 1,MAX SDWC 15600 *`49A1U1t011 N ` SD-5 SDWC 15600 SCREW �++`` PA a STUD ms`s ,, ul Jam „ W'o HTT5 SCREW o9 W Fa z HTT5 STUD �'� ds f°:.�cD HOEDOWN � ;° m 0 � . HOLDOWN ELEVATION-SDWC 15600 SECTION-SDWC 15600 g� +�\ ~ `� HTT5 �r.�'7®.°6/, �, E \�..�m•mow HOEDOWN HTT591 HOEDOWN 'o, HTT5 E x M� �LDOWN +Pldl//1/iiiil 3 i 'z 0 ci - - - - - - BOLTSO.C. ANCHOR BOL "0 C.� - N Z10 o JOB _ � �z _ : _ _ _ : : Z)w III 0 0 Q < III m � =z III 3 W Q U HTT5 HTT5 1-175 w P a 0 a HOLDOWN HOEDOWN HOLDOWN ON jOb W 0 K" W0 ANCHOR BOLTS @ 16"O.C. EACH g o ON m I =Z m " a " r LL W III - x HTS24 III AT BEAM " BNL " GARAGE DOOR NOTES THREADED ROD LEGEND. o - HTS24 BM2 • - %"THREADED ROD FROM Z AT BEAM 1. INSTALL U MSTA30 STRAP AT EACH END FOUNDATION TO DOUBLE PLATE. W - HTT5 TT5 OF GARAGE DOOR HEADER.NAIL STRAP (4"MINIMUM EMBEDMENT REQUIRED) N 00 I HOLDOW 5 HOLDOWN INTO HEADER AND JACKS BELOW. ¢ LL H 5� SD-5 TT5 HTT5 O = %"THREADED ROD FROM t Q EFOUNDATION TO UPPER $ HOLDOWN = _ _ _ _ _ _ _ — — = HOLDOWN HOLDOWN SD-7 FLOOR DOUBLE PLATE. SCALE: HUC410 %^=V-o°(u.O.N.) (4"MINIMUM EMBEDMENT REQUIRED) III HANGER N DO NORA ING ONSTRUCT USING APA THIS DRAWING III ALE 0 = HOLDOWN(AS NOTED) RELEASE DATE: NARROW WALL METHOD WITH NOTE: INSTALLED AT SILL PLATE 10-14-14 HEADER CONTINUOUS _ _ _ __ _ _ _ __ __ _ EACH FRONT POST SHALL BE TREATED REVISIONS: 4x4 POST ON ABU44-Z POST BASE.STRAP � = HOLDOWN AS NOTED INSTALLED ACROSS RETURN WALLS ( ) (SEE DETAIL"A"ON SD-8) POST TO EACH BEAM ABOVE WITH AT SILL PLATE.COUPLE MINIMUM%"0 _ (1)H6-Z CLIP OR(1)MSTA24-Z. ROD TO HOLDOWN ANCHOR AND TYPICAL ALL POSTS-(U.O.N.) CONTINUE TO DOUBLE PLATE ABOVE. _ SEE DETAIL"F"ON SHEET SD-7 O = HOLDOWN(AS NOTED)INSTALLED ` DRAWN BY:CMF TIE-DOWN LAYOUT-FIRST FLOOR AT SILL PLATE.COUPLE MINIMUM%"0m CHECKED BY: ROD TO HOLDOWN ANCHOR AND FSS CONTINUE TO UPPER FLOOR a SHEET: DOUBLE PLATE ABOVE. e C o S-8 r zl � J c �- z O Q p O J O u J � LL w E Q 0 O m U o SSP TOP&BOTTOM @ 16"O.C, _ w w AND Y4"x 4%"SDS SCREWS THROUGH (D SHOE PLATE INTO EACH INTERSECTING z FLOOR TRUSS BELOW = a- w a J C0 w SE DETAIL"G"ON SD-7 £ o a O Y = Cla, U a. .. ............... •-• 'i,�j 1\Uliflil9i�0 7P!!> .'fE v O fl, m w N 1 y e a s -r co O ®� , w ;U) w t 3 �� ........... . ............ . 's 1.�� (�• .? .�7 a X U .. .. - - - - - O - ➢Bdl N 07 O . . . . & � z ci s. a co ADDITIONAL CS16 =:r r _ _ - U 0 z ) BETWEEN rLOORS ::;.; co H 6 cp o ALIGNED w/ - - JOB, a Zi o HOLDOWNS BELOW= THIS 3 W¢ Z + AK Lu ON b fi9 Lu .. ..... .. ... .. ........... .... .. ..... ._ � 0 m M �� =w �D > w� - � w _ B1 THREADED ROD LEGEND: - c • _ %"THREADED ROD FROM - w26 z FOUNDATION TO DOUBLE PLATE. J W = (4"MINIMUM EMBEDMENT REQUIRED) - 0 ¢ o SEE DETAIL"A"ON SD-7 Oi = g"THREADED ROD FROM m DSP AT TOP PLATE FOUNDATION TO UPPER 3 AND(2)CS16 BETWEEN FLOOR DOUBLE PLATE. SCALE: FLOORS ALIGNED W/ (4"MINIMUM EMBEDMENT REQUIRED) E Y°=r-0"(U.O.N.) DO NOT SCALE HOLDOWNS BELOW y THIS DRAWING = HOLDOWN(AS NOTED) v RELEASE DATE: INSTALLED AT SILL PLATE 10-14-14 REVISIONS: D = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE MINIMUM%"0 _ TIE-DOWN LAYOUT-SECOND FLOOR ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. = HOLDOWN(AS NOTED)INSTALLED DRAWN BY: CMF AT SILL PLATE.COUPLE MINIMUM%"O CHECKED BY: ROD TO HOLDOWN ANCHOR AND FSS CONTINUE TO UPPER FLOOR a SHEET: DOUBLE PLATE ABOVE. s C 9� © v L J r " � I BRICK VENEER WITH I`AIR SPACE - m N - >IAND WALL TIES BRICK VENEER WITH 1"AIR >(1)#5 CONT. x g o El CONT.FLASHING;PROVIDE WEEP HOLES SPACE AND WALL TIES a �{ o FILL JOINT WITH ELASTOMERIC N ILL PLA PV @ 33'O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER SILL PLATE GROUT AIR SPACE BELOW FLASH NG x WEEP HOLES 33"O:C. z HEIGHT OF CURB VARIES(8" m v @ CONCRETE SLAB - ' " CONCRETE SLAB GROUT AIR SPACE BEL OW 6MN A J J NPh SILL FLASHING r-�- s° ' PLATE G�tADE CONCRETE SLAB " " uj o /AAA VA%AAi CONCRETE SLAB GRAD VA VA//AA a t I i y E u- \ \\/\\/\� �. . O CONT. GRAD \\/\\�\/\j \\ \%\/i8"CMU STEMWALL WITH 1 #4 48"O.C. z_ \\/ / \\\\\\ '� '�' o 8"CMU STEMWALL WITH 1 #4 \/ \/j\/\.AND IN EACH CORNER. w w O °@ %/// 45 // //\// FILL CELL SOLID AT EACH#4 REBAR. i i` \\//f J I lowt' Q > AND IN EACH CORNER. o z i � �\// j\�\/%f/ /// • /%/ FILL CELL SOLID AT EACH#4 REB R. /\/ ° /\// \ \ \ \ /\ HOOK REBAR 12"INTO UPPER COURSE \ \�A V • ti • VA \� A \ \ V ` \ \\ \\\\\ `// HOOK REBAR 12"INTO SLAB AND "INTO OF BLOCKS AND 6"INTO FOOTING. a w /// V-0" ONE STORY- 2 #5 CONT. a z _ U) w l\��/ FOOTING. \. \\\\ \/\/ 6" ° a 6" 5.. /i/i,iii 1'-4" TWO STORY-(2)#5 CONT. 0 v� w 1'-8" ONE STORY-(2)#5 CONT. Q ¢ p 1 '8" ONE STORY- 2 #5 CONT. 1'-5-5" ONE STORY- 3 #) 5 CONT. z 1'-8" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. V-8" TWO STORY-(3)#5 CONT. Z Y .aaaaa'+'U+�utsattt:ry reto r�aP w N A SECTION-STEMWALL WITH BRICK SECTION -MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE P _ � �tx SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ��` ;.•y°`" . w mea R w. V,✓ a ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ary`• �a. � ° d�� sy, �„ X CONCRETE SLAB SILL PLATE L_I J '�, �y� >VLu` CONCRETE SLAB SILL SILL - A\\-//— /-V/\\\—-aoPLATE CONCRETE SLAB GRAD Xl IwYz t as GRAD \\\\\��' - GRADE \//\ \ //\//\�% GRADE r�1 CONCRETE SLAB Jt ttiyt i� o o w V/V( o 1)#5 CONT. w/./� A /�//\ \ �//� I• N VAjAAjA AA ��, A VA V A VA VA V 1 CONT. #5 z /v//VA/�AAVAv8"CMU STEMWALL WITH(1)#4 @ 8"O.C. zV --_y_ s Zo o ' A/ ° A//V/�'AND IN EACH CORNER. //V�//V�/ i.�//V//V/ // A/A/////A// A _ a �VA,� ° yAAjAAjAAjAAj` s z z o A/ A/AAj� A/ • �o `/AA/AA% o .� VA/AA VAA�AA�AA ADD 8"X 16"CMU TO INSIDE OF �Ai Q a V� • v//�/ FILL CELL SOLID AT EACH#4 REB R. / / �'�V//V//` o i//' ///// In \ \ r AA v /VA/vA/ STEMWALL AT POST LOCATION v//v!� �j \/\ `\i\\\\\\\\\\\\\\`\ z o HOOK REBAR 12"INTO SLAB AND "INTO `�V/VA VA�VA/� � / //��/ WITH(1)#4 VERTICAL IN EACH /i�!/��/��/,w/�/.`//� w w �/� FOOTING. ��//� ./ ///�// //�//�//�//�//�%//� w a 6 1'-p" ONE STORY-(2)#5 CONT. \\ \ \j\j�\j/\\ \ (AS NOTED) REINFORCEMENT(AS NOTED) V-8" ONE STORY- 2 #5 CONT. 1'4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) v V-8" TWO STORY-(3)#5 CONT. �- B ¢ 0SECTION-STEMWALL SECTION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT PORCH THICKENED EDGE t 0.10 m SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-t NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT U) =z ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. W J BRICK VENEER WITH 1"AIR SPAC `ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2) a x w LL AND WALL TIES 3 CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO N @ 33"O.C. BRICK VENEER WITH 1"AIRSPACE AND a _ o GROUT AIR SPACE BELOW FLAS ING WALL TIES u) < PA51 STRAP NAILED TO GARAGE GARAGE DOOR POST. L _ EMBED STRAP INTO FOOTING m Z LL X ¢ DOOR POST.BEND STRAP INTO AS SHOWN. $ N (1)#5 CONT. < CONT.FLASHING;PROVIDE WEEP o FOOTING AS SHOWN. (D SILL PLATE HOLES @ 33"O.C. o ¢ a - a a o 0 FILL JOINT WITH ELASTOMERIC w 6"MIN. 0', GROUT AIR SPACE BELOW FLASHING a � z r a JOINT FILLER z < W SILL ❑ HEIGHT OF CURB VARIES(8"MAX.) w CONCRETE SLAB PLATE Z #4 WITH 6"HOOK INTO FOOTING SCALE: �• \%% CONCRETE SLAB GRAD - - _ - - i° AND BENT 12"MINIMUM INTO Ya°=1'-0 (U.o.N.) GRAD \ VA \ _ ¢ DONOTSCALE THICKENED EDGE. THIS DRAWING /\//\//\ \ �// //\//' - - `✓= a RELEASE DATE: 8"C USTEMWALL WITH(1)#4 @ 8"O.C. _o z_ / j \\/ E GRADE o � \/ AND IN EACH CORNER. �i/\\ . °. ;. sr \\// a °;; ° Qul to-ta-la o\/ ° \/\\j` ° a t REVISIONS: \\� • + \\/\`/ FILL CELL SOLID AT EACH#4 REBAR. \/ / / / /y yj\\j\ = /GRADE / - v HOOK REBAR 12"INTO UPPER COURSE XX/vvw//vv//vvvv//vv/wv� OF BLOCKS AND 6"INTO FOOTING 1'-5" ONE STORY 3 #5 CONT. \ - j \ T 1'8" ONE STORY-(2)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. VA'��////j�� //\��//��A//��/j�/j�/��/jam/j�/j�//�/ - 1'8" TWO STORY (3)#5 CONT. 6"M1fV.' DRAWN BY: CMF C SECTION-STEMWALL AT GARAGE WITH BRICKm CHECKED BY: SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION (STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC FSS SD-t SHEET:NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT N H1 D_ ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. J L O J r SHOWER AREA w E ; SHOWE AREA --- `- MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS I > of m - � - NAIL EACH STRAP TO CRIPPLE STUD 8"CMU EMWALL WITH(13)10d COM NAILS 3"MAXIMUM OVERHANG U FORM EDGE (OPTIONAL) FASTEN STRAP TO FOUNDATION J PLAN VIEW CONCRETE SLAB o w WALL WITH(8)'X"x 2'/4"CONCRETEcd PLAN VIEW o< SCREWS INTO MASONRY ORLL N o - (8)X"x 1 X"CONCRETE - O SCREWS INTO CONCRETE. N m CONCRETE SCREWS SHALL BE E o POWERS"TAPPER"WITH PERMA-SEAL d J w 1 #4 CONT. GRADE %\ \ /\(1)#5 CONT. = CD w 6"MIN. O \\ \ \\j> FINISH OR EQUAL. a 8 CMU STEMWALL WITH(1)#4 @ uJ z w HEIGHT OF CURB VARIES - / ///// —•= STRAP SHALL BE COVERED WITH m a w SILL SI�61MIN (1)#4 CONT. \,\\,\\48"O.C.AND IN EACH CORNER. N PLAo\\� \\//\\/�' FILL CELL SOLID AT EACH#4 \\j� SIDING OR STUCCO o Z a PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.) \ z \ • '" \ REBAR.HOOK REBAR 16"INTO U) w NOTE: - - . / h- > to / C? GRAD /�/ /�//���/� FOOTINGPORCH . AND 6"INTO \���//�\�/w�/j THIS DETAIL MAY BE SUBSTITUTED FOR 0 0 Q0 \\\\j\\/\\ CONCRETE SLAB 6 \ EITHER THE PA51 STRAP(STEMWALL) a Z a GRAD /\\\\//\\//\\< OR �a�u„s,mo rrrrO Y Q j j� (2)#5 CONT. a�� 0 a THE STHD14 STRAP(MONOLITHIQY, 8”CMU STEMWALL WITHO 1 4 48"O.C. /�\/❑\// //\\/❑ .v``' doZ"•' W o @ o Z j\//\// i,//\/❑ m<w "`"`���o-® .� - Via• r, y o\ \\\ AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR: ,\ CTION-PORCH STEMWALL R TAIL- EMBEDDED STRAP ALTERNATE, - \ Sl SEDEw HOOK REBAR 12"INTO SLAB AND 6"INTO \\//j/\�j j /\�/ SD-2 SD-2 Q9� U�y i, ❑\/ /❑\ NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT � 6 \ FOOTING. ❑ \\, ENGINEER FOR ADDITIONAL REQUIREMENTS. ;U3 _ ?• a;� o 1'-0" ONE STORY- 2 #5 CO T. 1'_g^ ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. _ a •��4" p` 2nw SAW-CUT CON f A,QTION JOINTS(i.e.CONTROL JOINTS) , _ ate o _ALL TWO STORY-(3)#5 CONT. _. m� � o g S SOON AS TWONCRE_&G-, TE HAS HARDENED ENOUGH %,� ��•°« ,• - • tw: G SECTION -STEMWALL AT EXTERIOR WAL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWERioT�QDAr� GED n RI G T�I�CUTTING PROCESS. d'o,,, '���" • T ,w"� o Z TYP LC 1- HOUR IN WARM�IVEATHER) SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTAC CONCRETE SLAB , 'y,�,u u,,,,< o w ENGINEER FOR ADDITIONAL REQUIREMENTS. N 000 - �Z ❑ j\VjvAjvA FI L CU WITF j 1"DEEP x Ya"WIDE SAW01- wz ❑ \j\\\j� Et STQ(�ERIC 1 CUT AT DENOTED m 0 ❑ '` \\/\\\\/\ 1 #5 CONT. FILLER-' 1 LOCATIONS. c w GRAD ❑ \\\\\\\�\\�) I 3 CONCRETE SLAB /, SILL ❑ \ \/\ CONCRETE SLAB \\\\\\\ 8"CMU STEMWALL WITH(1)#4 @ as /////// FZ PLATE �\/\/\❑. � ,- � \ \ \48 O.C.AND IN EACH CORNER. \ \ � w C:) 4 0.Aja Aj�\j� FILL CELL SOLID AT EACH#4 //\%4 • •° //\\//• _ \ \j REBAR.HOOK REBAR 16"INTO d W o W \ X /` ' G ///� / PORCH SLAB AND 6"INTO L o m M / \ FOOTING. t 6.. (;QCICRETEB1.r Y V-8" (2)#5 CONT. 11 w LL 1'4" ONE STORY-(2)#5 CON . 1'-0" (1)#5 CONT. LL 1'-8' TWO STORY-(3)#5 CON a xi H SECTION-INTERIOR BEARING K SECTION-THICKENED EDGE M SECTION-PORCH STEMWALL WITH BRICK _ SEC ON TYPICAL SAW-CUT CONTROL JOINT 9 SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 = SD-2SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. m Z LL q ¢ o a m BEARING POST(AS NOTED) TREATED POST 3 CURB HEIGHT WARIES = SCALE: SILL 5i POST BASE WITH CONCRETE SLAB CONCRETE SLAB PAVERS BY OTHERS ABU_ yD0 NOTSCALE) E CONCRETE SLB g GALV.ROD EPDXIED INTO THIS DRAWING PLATE29, CURB HEIGHT VARIES FOOTING MINIMUM 12" RELEASE DATE: 10-14-14 _ A�VAVA\❑ P'�A%❑SAA - • ° REVISIONS: \; a • ° \ OUTED CMU PIER ° ON 24"x 2 x 12"PAD FOOTING WITH(2)#5 EACH WAY AND (AS NOTED) REINFORCEMENT(AS NOTED) g" (1)#4 CONT. 2'4" (2)#5 VERTICAL DOWELS(TYP.) V-4" ONE STORY- 2 #5 C ONT. = DRAWN BY: 1 8 TWO STORY-(3)#5 C ONT. = CMF Q SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS K CHECKED BY: J SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING SD-2 SD-2 SHEET: FSS SD-2 SD-2 SD-2 L J r N Q qI V ROOF COVERING(BY OTHERS) ROOF TRUSSES CORNICE DETAIL DOUBLE PLATE (BY OTHERS) NUT WITH 2"x 2"x 16'WASHER '` ' w ALTERNATE:SIMPSON LBPS% SLOTTED o _ WASHER WITH 1 WASHER. ILL = M m "0 THREADED ROD0 o Vis"OR%2"RATED SHEATHING,EXPOSURE I-�HINGLE ROOF 3 — > %z"RATED PLYWOOD SHEATHING,EXPOSUR I- .I�: OF SIMPSON%"PI x 6"TITEN HD OR SIMPSON%"ID x 6%"TITEN HD ROD COUPLER 2x_No.2 SPF OR No.2 SYP _ / 9 a J z w /i'RATED SHEATHING,EXPOSURE I-METAL 0 ( — N 8"THREADED ROD SET IN ADHESIVE OR 8'THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.131"x 3 Ya" FASTEN WITH 0.113"x 2%"RING SHANK `` Q a w WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1" ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIAT S POOR S; �' I I a WITH NUT&1"WASHER WASHER _ w GYPSUM BOARD o V, y II CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) F a Y Q 01111 - (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) Q U a ° """" .. � �o G DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY _- ' N r, z GYPSUM BOARD SD-3 ,tip Vis"RATED SHEATHING,EXPOSURE I. j>sw FASTEN WITH 0.131"x2 Y2"NAILS @ 6"O.C.ON `t' +'yz yl EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. e + (U.O.N.)(BLOCK ALL EDGES) 2x SPF@ 1 2 ST D (J' n # U S 6 O.C.-U.O.N.(SEE WALL LAYOUT) NUT WITH 1"CUT WASHER ROOF COVEF ING(BY OTHERS) 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM �� t�$�',`�/ �y co c ROOF TRUSS S BOARD WITH 0.131"x 3 Y"NAILS @ 6"O.C. '�� .�� E /~*pN 23 �' Nq Q�z CORNICE DE AIL I /2"RATED STURD-I-FLOOR(T&G)SHEATHING Fs' Iw (BY OTHERS) / GLUED AND NAILED.FASTEN WITH 0.131"x 2 Y"RING �'r�errjua�rtsa3 .W`N o SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN THE ZE z FIELD. o FLOOR JOIST(I-JOIST SHOWN,SAWN o LJ:-:, �65 /JOIST SIMILAR-SEE SECTION"C"ON - LL o SD-4 FOR OPEN WEB TRUSS) o w r,Q F j ' %s"OR %z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ' L %z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF WI LL 2x_No.2 SPF OR No.2 SYP _ / %%2"RATED SHEATHING,EXPOSURE I-METAL ROOF GYPSUM BOARD a /'V w w SUBFASCIA WITH(2)0.131"x 3 Y" FASTEN WITH 0.113"x 2%"RING SHANK RIM BOARD Q ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. a w Q w n GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x 3 X,"TOENAILS t M (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) a a Y w CONNECTOR AT EACH TRUSS 'w a (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH 2 2x SYP#2 DOUBLE PLATE U.O.N. Y" 0.131"x 3 e NAILS @ 8"O.C. 3 GYPSUM BOARD THREADED COUPLING AS REQUIRED # s o GYPSUM BOARD m z - 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) g N J 2x_SPF 92 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) ? Z a o m 7 N /s"RATED SHEATHING,EXPOSURE L %s"RATED SHEATHING,EXPOSURE 1. z a ii FASTEN WITH 0.131"x 2 Y2"NAILS @ 6"O.C.ON FASTEN WITH 0.131"x 2 Yz"NAILS @ 6"O.C.ON m a NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. a )(BLOCK ALL EDGESN O. . SILL PLATES ON EXTERIOR WALLS (U. ) SILL PLATES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) SCALE: SHALL BE ANCHORED BY THREADEDSHALL BE ANCHORED BY THREADED '/a'=1'-0"(U.O.N.) THREADED ROD ASSEMBLY AT $ DO NOT SCALE RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL"C" RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT - THIS DRAWING ANCHOR BOLTS AS REQUIRED TO ANCHOR BOLTS.AS REQUIRED TO THIS SHEET) NOTED SPACING(SEE DETAIL"C" v RELEASE DATE: MAINTAIN MAXIMUM 48"O.C.SPACING MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET 10-14-14 (U.O.N.) (U.O.N.) v REVISIONS: 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS INSET WALL Y"FOR STUCCO (SEE DETAIL"C"THIS SHEET) INSET WALL Yz"FOR STUCCO 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS APPLICATIONS APPLICATIONS (SEE DETAIL"C"THIS SHEET) SEE FOUNDATION DETAILS W' SEE FOUNDATION DETAILS DRAWN BY: CMF B SECTION -TYPICAL EXTERIOR TWO STORY WALL la CHECKED BY: A SECTION -TYPICAL EXTERIOR ONE STORY WALL SD-3 FSS SD-3 v SHEET: S D-3 J rSILL PLATE(BELOW) a 2x_CORNER FRAMING FULL of > o) HEIGHT STUDS(TYPICAL) 2x_SPF#2 SOLE PLATE(U. .N.)NAIL TO BAND (2)ROWS OF 0A31-"x.1 BOARD WITH 0.131"x 3 Y"NA LS @ 6"O.C. — NAILS STAGGE X12'0 C. u E[ED(TYPI L)' ` _ cn� - op BAND BOARD 1 w �° Q E J 2x6 0R 2x8 FRAMED WALL THIC r. _.. LL o 0 co N SILL PLATE(BEIM. O w w w " > 2x4 CORNER F�(%FUL E31 ITv TUB z OPEN WEB TRUSS � � i J w MINIMUV OF ILL) S.1','2"LONG NAILED Q a w SHEATHING CONTINUOUS F OM BAND BOARD oW a WITH(4)0.13 ;aA JA E + I TO UPPER PLY OF DOUBLE F LATE. FASTEN WITH STUD ' _,__ _,�.�."�, _ D � �w s ER WALL LL LID STUD IN THIS C9 EDGE NAILING REQUIREMEN S OF UPPER ALTERNATE:INSTA SO _ D_ 3 TOENAIL TRUSS TO PLATE 0 LTH SPACE Z (2)0.131"x 3Ya"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD ggqqqqqqqlqftit"1°'"+uay 'fE Q U Qom. o. DOUBLE PLATE(U.O.N.) (2)ROWS OF 0.131"x 3/a NAILS @ 12"O.C. '`s m ,W o N 2x4 FRAMED WALL '' a° \ 5 ei C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F SECTION -TYPICAL FRAMING AT 900 CORNERS la r o SD-4 SD-4 SD-4 :i71uj5z NAIL SCAB TO TOP CHORD WITH �.�✓ o 4 (4)0.131"x 3/a"NAILS f ROOF OR FLOOR FRAMING(AS NOTED) ;r m `; Lu ADD 2x4 VERTICAL SCAB IN EACH Q� TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED , j� aoa 'z o"Z UPLIFT CONNECTOR(AS NOTED) (3)0.131"0X" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) �37a;:ui�ate�iaaa r W o w tz EACH TRUSS _ 2x4 SPF BLOCKING-NAIL WITH 2 W N z ( ) 2x4 X-BRACE ACROSS LENGTH OF � Z'� -Z 0.131"x 3'/a"NAILS AT EACH END SHEARWALL o rill oz (END NAIL OR TOENAIL) Lu NAIL SCAB TO PLATE WITH(3) `L ,�i o �W 0.131"x3%"TOENAILS W Q ~z GYPSUM BOARD TRUSS(AS NOTED) Lu TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) a TOENAILED TO DOUBLE PLATE WITH W0 W� NAIL PORCH SHEATHING AS NOTE 0.131"x 3/a"NAILS @ 4"O.C. �a EXTERIOR FRAMED WALL DOUBLE PLATE 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. Y W MINIMUM Vis"RATED SHEATHING, (SEE WALL LAYOUT) w EXPOSURE I FASTEN AS NOTED a x LL LL ON WALL LAYOUT(BLOCK ALL EDGES) _ D SECTION -EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION- INTERIOR SHEARWALL PERPENDICULAR TO TRUSS �GYPSUM BOARD o SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED THREADED ROD ASSEMBLY(IF NOTED) - w o � J INTERIOR SHEARWALL(IF NOTED)SHALL / USE X16"RATED SHEATHING FASTENED NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH(3)0.131"x 3 AS NOTED. a TRUSS(AS NOTED) INSTALL 2x4 BLOCKING BETWEEN 3 SCALE: TRUSS BOTTOM CHORDS @ 12"O.C. 2x_TREATED SYP#2 SILL PLATE WITH 2x4 SPF NAILER-NAIL TO TOP P E WITH ANCHOR(SEE DETAIL"C"ON SHEET SD-3) /DO NOT SC LE I 0.131"x 3Ya"NAILS @ 6"O.C. — THIS DRAWING BOTTOM CHORD OF TRUSS 2x SPF#2 SOLE PLATE v RELEASE DATE: 14-14 NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) — ONS: WITH 0.131"x 3 X"NAILS � REVISIONS: 0.131"x 3%"NAILS @ 8"O.C.-U.O.N. NAIL PORCH SHEATHING AS NOTE D DOUBLE PLATE _._ / FLOOR BEAM(AS NOTED) EXTERIOR FRAMED WALL MINIMUM Xs"RATED SHEATHING, - EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION DRAWN BY: CMF E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL m CHECKED BY: FSS SHEET: S 4 sD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED sD-a J© ^ D_4 L i III , r TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL w N (TYPICAL DOUBLE PLATE SPLICE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. a 48"MINIMUM SPLICE LENGTH NAIL EACH PLY OF KING AND JACK STUDS TOGETHER > m v JOINT IN LOWER PLATE MINIMUM NAILING OF JOINT IN UPPER PLATE WITH 0.131"x 3Ya"NAILS @ 6"O.C.STAGGERED I STAGGERED STUD TO PLATE NAILING* o 0 THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO (16)0.131"x 3"NAILS IN THIS ZONE. I (TYPICAL) DOUBLE PLATE I I TYPICAL FRAMING AT CHANGE IN "� ON SPLICE IN PLATE OR THREADED ROD JACK STUD AND KING CONNECTION f PLATE HEIGHT STUD SIZE END NAIL TOENAIL - U g'MAX. ASSEMBLY WITHIN 12"ON EACH SIDE OF ( L = 6 M JOINT. 6"MAX. STUD REQUIREMENTS u (SEE WALL LAYOUT I I MSTA36 STRAP CENTERED ON CHANGE IN 2x4 (2) (3) PLATE HEIGHT 2x6 (3) (4) p E J 2x8 (4) (5) _ LLco THREADE ROD ASSEMBLY WITHIN 9 O 2x10 (5) (6) w 6"OF SPLICE IN LOWER PLATE I I 2x4 BLOCKING BETWEEN STUDS TOENAIL w 'I ALTERNA E:IF ROD IS GREATER y u > =NAIL EACH PLATE TO JACK STUD OR ENDNAIL EACH END TO ADJACENT * N CD II THAN 6"F QOM SPLICE-ADD ALL NAILS NOTED ARE 0.131"x 3Ya" a J z w SSP ATS LICE. WITH(3)0.131"x 3 Y"NAILS-TOENAIL STUD WITH(3)0.131"x 3 Y"NAILS II OR END IL(TYPICAL m 0- co = Q a W f42 - LUcn w2xSPSTUDS @t1,"O.0 U. _ > In ii �' � II T] (SEE W LL LAY% a r ``� HE=ADER NAILING REQUIREMENTS E q Y a DOUBLE SILL REQUIRED WHERE OPENING TH C x6 01 k(3)NQ(L'S PER P,ItY! 7 ' ±W,m L N W IDTH EXCEEDS 61" U.O.N. /.- v s � II THREADED ROQA E BLY A �` g r ' 2x8 (4)NAILS PER PLY f II NOTED SPACINtob 4 a 2210 (5)NAILS PER (6)-N IL EE Pl h JOINT IN SILL PLATE j II 2x_TREATED'SYp SILUR FF -. r \ EI 9YY LVL (5)NAILS PEf F-��� & Z W n n n u r-i m -.- u i n u u u n i� u u u u u u u 11/e LVL (6)NAILS PER P}';Y > mo �. / �.�• XTHREADED uu uu u u u u u u u uANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE 14"LVL (7)NAILS PER PLYROD ASSEMBLY 4' MIN.; SEE DETAIL"C"ON SHEET SD-3) CONNECTION jJ%%rt 4j j .10 E (BEYOND) 1 "MAX. ( 16"LVL (8)NAILS PER PLY N o�- ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) F"o o BUILT-UP CORNER POST I-.-.I x Z w (SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.131"x 3Ya" NAILS @ 6"O.C.STAGGERED o O¢ a L DETAIL-TYPICAL WALL FRAMING CONDITIONS Z a W Lu LL 12"MAX. ef W WO �M INSTALL MSTA24 STRAP =z LOOPED OVER DOUBLE > w INSTALL DSP CLIP @ 32"O.C. a PLATE.NAIL TO CRIPPLE ON w MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6) x .131"x IX"NAILS. —DOUBLE PLATESTRAP —JACKS AND KING STUDS TO HEADEIR PPLE WITH m z26 (AS NOTED) LSTA18 STRAP J HEADER(AS NOTED) - Z oLL o _ —2x_BLOCKING(TYPICAL) it �(3)0.131"x3%"TOENAILS AT EACH END ______________________ ________ =__ �TYPICAL� THREADED --n---n---Ti---ri----rr-- -n---n--- ---ri--- r-- THREADED SCALE: AIL EAC SILL PLY TO KING STUD ROD ASSEMBLY ROD ASSEMBLY %•=V-0•(U.O.N.) _ I I DO NOT SCALE \ WITH(3)0.131"x 3 X"NAILS-TOENAIL H I I I I I I I I I I I I NOTE: THIS DRAWING OR ENDNAIL(TYPICAL) NOTE: RELEASE DATE: THREADED ROD ASSEMBLY I I I i i i I I l THREADED ROD ASSEMBLY 10-14-14 BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE t REVISIONS: 2"NAIL PENETRATION INTO MAIN FRAMING i DOOR OPENINGS(U.O.N.) - MEMBERS.(TYPICAL) DOOR OPENINGS(U.O N.) I II II I II II _ it (2)2x_SILL u p u u u _ SHEATHING MAY CANTILEVER UP TO 2" �ANCHOR AS REQUIRED ANCHOR AS REQUIRED MAXIMUM PAST SUPPORTS.ALL WINDOW FLUSH HEADER CONDITION DROPPED HEADER CONDITION = DRAWN BY: ATTACHMENTS MUST BE ANCHORED INTO 2x_ _ CMF MEMBERS. m CHECKED BY: M DETAIL-TYPICAL ARCH OP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS v SHEET: FSS SD-5 SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED ® S D L r END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING v NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS of > of B ITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL ° EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING BRACING 16"0. 24"O.C. 16"O.C. 24"O.C. _ (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE J J NONE REQUIRED 0"TO 3" 0"TO 47" 0"TO 67" 0"TO 59" WEBS WITH 2 NAILS _ ROOF SHEATHING O w 2x4 L-BRACE 54"TO 14" 48"TO 99" 68"TO 145" 60"TO 126" 2x4 SPF No.2 DIAGONAL BRACE a W w ROOF TRUSS BY OTHERS WITH (TYPICAL AT EACH END OF I O 2x6 L-BRACE 115"TO 82" 100"T0158° 146"TO 232" 127"TO 201" BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) LU m NOTE: NAIL DIAGONAL BRACE TO TRUSS m I ITO REPLACE(1)ROW OF LATERAL BRACING BRITTLE F NISHES ARE STUCCO OR ADHERED VENEER �� Q w I I INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS = (9 w FLEXIBLE INISHES ARE WOOD SIDING,HARDI-PANEL, I I y 06 I I EACH PLY OF TRUSS WEB AT 6"O.C.WITH Lu J BRICK VE EER,ETC. RATED ROOF SHEATHING < '> I I <''> 0.131"x 3"NAILS TO REPLACE(2)ROWS OF CONTINUOUS LATERAL BRACE(QUANTITY z� N LI AND LOCATION DEFINED BY TRUSS SHOP Z a w 2x L-BRACE NAILED TO I I LATERALBRACING INSTALL 2x6 No.2 SYP , `> DRAWING. _ - � w I I T-BRACE NAILED TO EACH PLY OF TRUSS <' < ) $ U °- VERTICALWEB WITH Q U) W E- 0.131"x 3"NAILS @ 6"O.C. - ---- - @ NAIL CONTINUOUS LATERAL BRACE TO = WEB WITH 0.131"x 3"NAILS 6"O.C• , EACH TRUSS WEB WITH(2)NAILS 3 m a o �-� VERTICAL WEB IN GABLE -- --_---T ---" - co END TRUSS ROOF TRUSSES(BY OTHERS) _ ? Y a v a C) .i ptiie��uuu f". 2x_LOOKOUTS AT 48"O.C. NOTES: M o H (3)TRUSSES M�'6S IMUM 1) CONTINUOUS LATERAL BRACES SHI E`BE 1>S4 ,`z C° w `� NOTE: E w FOR CONTINU LATERAL BR CE No.3 SYP OR 2X4 No.2 SPF OR BETTER.,(U.0�1:)��` .. wn �+ a > 16"OR 24"O.C. T-BRACING TO BE USED WHEN CONTINUOUS .��° o �z SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. j � L 11 w 2) ALL NAILS SHOWN SHALL BE 0211 3M AIL$ (U.O.N.) ) FL o a g0- A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END B SECTION TYPICAL T-BRACE C DETAIL-TYPICAL ITERAL TRUSS BRACING W :dry r .,o r.i Z w J SD 6 SD-g .I 2x4 SYP BLOCKING BETWEEN H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3'/a"NAILS NUT&3'x 3"x'X"WASHER LOOKOUTS (S R DED ROD ASSEMBLY DETAILS.) ° 2x4 LOOKOUTS @ 48"O.C.FOR (3)0.131"x 34'TOENAILS AT EACH "' t„t"- 'd"°r°�nsrau a EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH - d OVERHANG LOOKOUT TO TOP CHORD OF TRUSS. V BE NAILED TO BOTTOM CHORD 12' LO O'2x_SCAB(MATCH BOTTOM CHORD)WITH ''/z" 2 Z" ROOF SHEATHING(AS NOTED) (3)0.131"x 3X"NAILS EACH END SPS --S-NAIL wl(310.131"x 3"NAILS Z o o OF TRUSS WITH / 2x4 BLOCKING REQUIRED BETWEEN q _ � � � , ~� ZZ i ROOF SHEATHING(AS NOTED LOOKOUTS •" 1- 0.131"x 2/"NAILS @ 6"O.C. (U.O.N.ON WALL LAYOUT) _- - - 2x_BARGE RAFTER B,QTTOM CHORD OF GABLE END TRUSS d Z o o BALLOON FRAMED STUDS I & ?fit' 3 W (AS NOTED) \��� I I� READED"E2QDAEMBLY r I I 7FASCIA(BY OTHERS) L K `-' SINGLE PLATE NAIL TO TRUSS I SECTION A-A �$ms FOR OVOERHAN @ 48"O.C. w a BOTTOM CHORDWITH 0.131"x 3�" I I I i 2x4 LOOKOUTS @ 48"O.C. NAILS @ 6"O.C. I I � I 0- Wc; H3 CLIP OR EQUAL AT EACH H2.5A AT EACH LOOKOUT m LOOKOUT c vl ll. =Z II d a Y a GABLE END TRUSS(DROP GABLE) ��\ ROOF SHEATHING(AS NOTED) a I I I �® 2x6 BRACE SPACED @ 48"O.C.UNLESS m I OTHERWISE NOTED ON ROOF LAYOUT. TOP CHORD OF GABLE END D DETAIL-BALLOON FRAMED GABLE ND LOW CEILING VAULT i i I I I �a I TRUSS ADD 2x4 T-BRACE NAILED @ 6"O.C. o M sD-s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH I I I \� VERTICAL WEB OF GABLE END WITH 0.131"x 2/z"NAILS IF BRACE Z LL o N H2.5A AT EACH LOOKOUT LENGTH EXCEEDS 9'-0". TRUSS t 8 I ��� < >z 2x4 LOOKOUTS @ 48"O.C.FOR I I I I I 4, I �� NUT&3"x 3"x X"WASHER OVERHANG / ROOF SHEATHING(AS NOTED) �_ A 12"LONG SCAB SCALE: 2x4 SYP BLOCKING BETWEEN /-(MATCH BOTTOM CHORD) E 38•=1-0 (U.O.N.) LOOKOUTS _ �� WITH'/z"SPACERS DO NOT SCALE BALLOON FRAMED STUDS - THIS DRAWING / \ i / d RELEASE DATE: (AS NOTED) ` SEE DETAIL"G"ON SD-6 10-14-14 DOUBLE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE REVISIONS: TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING END TRUSS - INTERIOR VAULT TRUSS TO DOUBLE PLATE WITH (2)2x_DOUBLE PLATE - EXTERIOR SHEATHING SHALL BE w j NAILED TO UPPER PLY OF 0.131"x 3 NAILS @ 8"O.C• —THREADED ROD ASSEMBLY / DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE: — — - 0.131"x 2%"NAILS @ 6"O.C. \ CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE#2 SYP. f2x_STUDS 91 CMF DRAWN BY: (U.O.N.ON WALL LAYOUT) — -�— m CHECKED BY: E DETAIL-BALLOON FRAMED GABLE ND HIGH CEILING VAULT F SECTION-GABLE END DIAGONAL BRACING G SECTION-PLATFORM FRAMED GABLE END SHEET: FSS sD-6 INTERIOR CEILING PITCH EXCEEDS X2 CF EXTERIOR ROOF PITCH SD-6 THREADED ROD NOT SHOWN FOR CLARITY sD-s © J C� v D_G' J L I INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE of oI PLATE � NOTE: ATTACH DOUBLE PLATE TO STUD PER == ALTERNATE:MSTA24 STRAP LOOPED OVER _ v DETAIL"G"ON SD-7 I DOUBLE PLATE NAILED WITH(6)10d x 1 X2"NAILS EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD uj UPPER LEVEL STUD UPPER LEVEL STUD a (nDOUBLE PLATE w CS16 STRAP(CUT TO L NGTH)FROM UPPER CS16 STRAP(CUT TO LENGTH)FROM UPPER a STUD TO BEAM BELOW 32"O.C.(U.O.N.). NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). W o — NAIL INTO UPPER STUD WITH(11)10d AND NAIL FIT BENEATH DOUBLE PLATE / — NAIL INTO UPPER STUD WITH(11)10d AND NAIL a 0 INTO BEAM WITH(11)1 d NAILS. INTO HEADER WITH(11)10d NAILS. � U w 1 3 ° CD > BEGIN NAILING 1"MINI UM ABOVE SOLE PLATE BEAM BEARS ON(2)2x_JACKS BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE a (TYPICAL•U.O.N.) BEGIN NAILING 1"MINI UM BELOW TOP OF NAILING NOT REQUIRED BETWEEN UPPER SILL W a w \ BEAM CONDITION: I PLATE AND LOWER DOUBLE PLATE. z a N O (NOTCHED BEAM) FLOOR SYSTEM(AS NOTED) C3 BEAM(AS NOTED) y BEGIN NAILING 1"MINIMUM BELOW DOUBLE 9 Q Y a __ PLATE — & A DETAIL-CONNECTION OF UPPER LEVEL S UD OVER BEAM " �r ggilptElniti � t➢:(� � � G .. s. a' i.T i . J�++f✓+i tea' SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFE ENCED _ -DJBIP T NAIL SHEATHING TO DOUBLE PLATE WITH - ------------- "� C, LEVFLOHEADER` - (2)ROWS OF 0.131"x 2 Y2"NAILS @ 6"O.C. ?a MONOLITHIC FOUNDA ION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. x8"TITEN HD SCRE ANCHOR INSTALL DSP CLIPS @ 24"O.C.OR N THIS PLA or e"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. ` � SPH_@ 32"O.C. G DETAIL-CONNECTION OF=J,P�E ' 1'RVSTUD�TO HEADER BEL"'OV� o ��a; r or%"THREADED ROD ET 4�"INTO ADHESIVE EXTERIOR BEAM(AS NOTED) _ SD-7 THIS DETAIL ONLY APPL ES WH WSPECIFI ALL REFERENCED d Z, STEMWALL FOUNDATION-EXTERIOR DOUBLE PLATE ' ', �� `t i4V. A a�6 c Y2"THREADED ROD SE 7"INTO ADHESIVE zo Z BEAM INSTALLED BENEATH DOUBLE PLATE BEAM BEARS ON(2)2x_JACKS INTERIOR APPLICATI NS (TYPICAL U.O.N.) Metal Connector Fastening Schedule 8 �)Z IF EDGE DISTANCE EX EEDS 5" U lift C acit Ilhs Fasteners Anchora a u.O.N. USE MONOLITHIC CO DITION CONDITION: 2 Simpson ID USP ID Fla , Z o A35 MPA1 nfa (12j 0'131 x 1'/z' ABU44-Z PAU44-TZ 2200(SY P) (12)0.162 x 2!'or(12)0.162'x 3%' 518"wf T embed (DROPPED BEAM) ABU66-7 PAU66-TZ 2300(SY P) (12)0.162 x 2/'or(12)0.162'x 3Y' 518 wf 7'embed zt-�- '<' n d F-lLU n w DETAIL-EXTERIOR BEAM TO WALL CONNECTION CS16 RB 150 705(SYP or SPF) (11)0.148 x 3'in each end-(22)total nla r, E DSP RSPT6-2 775(SY?or SPF) {8)0 148 x 1/"into studs nfa �' W� DETAIL-TYPICAL DTT2-Z INSTALLATIO 61° 148 x 1 into double Plate K-BSD-7 DTT2Z DTB-TZ 2145{SYP)1835(SRF) {8)/ x 'h'wf 4%"embed(mono)and T embed(stem) SD-7 (USP DTB-TZ SIMILAR) 6BC HC520 n!a (5)0.131 x 1 h into gable brace Na LU w (7)0.13 1 x 2into double plate H'1.5A nla:use RT7 600(SY P) (5)0.131'x 2% in each end-(10)total Fla U MONOLITHIC FOUNDA ION-EXTERIOR 9 W 0 w H2.ST nfa:use RT7 545(SYP or SPF) (5)0131'x1% in ach?nd-[10)total nla ALTERNATE ANCHOR: H3 RT3A 455(sY 2h in each end-(3)total nla L O j m 22"x 12"TITEN HD SC W ANCHOR = s rEXTERIOR H'3 LFTA6 tl la - 'nOri"THREADED ROD SET 7"INTO ADHESIVE �"x 6"TITEN HD Hg RTSA 745(SYP) 148 x 1/ In each and-{to)total nla V LMECHANICALLY GALVANIZED 718"wf IS embed(sET epoxF�BEAM ( ) HG08 nfa.useUPHpg 7630(S'i P)5495(11'1) ( °1 $3 cOS 518°wl 7'embed(mono)and ' (stem)STEMWALL FOUNDAT ON•EXTERIOR 5645(SYP)4065(111) [14) x 2/"SDS 718"wl 15°embed(SET epoxyD) WITH 2"xYa"WASHER US PHD6 6s7o(SYP)5020(111) (20)'/<"x 3"SDS%"THREADED RODS T 12"INTO ADHESIVEROM a1°(s'rP) ( 0 14a'x 1'F:° 4 embedHETA16 TA16 BEAM HT 20 HTS24 or HTS30 HTW20HN124 or HTVV30 1450(�Y P) 1o45(SPF) (101 0 148 x 3 ro eacentotal nla HTSM 16 or HTS<v120H NU Mt 16 or HPNM20 1175{ YP) 138 x 3mto wooFlaINTERIOR APPLICATI NS- .. ' / Trten into CMUM PLIES AND ( x oIF EDGE DISTANCE E CEEDS 5"USE {d)/ x 1/'Then mto concrete ' Y' NAIL$PER PLYHTr5 HTTc e 12 0.131 x 2 518"wf 7'embed(mono)and 12'embed{stem) w%"x 12"TITEN HD SC EW ANCHOR SHOWN (5) 162m Z 4 35 YP 640 SPF). (1%0 ( ) { 518"wf T embed(mono)and 12'embed(stem) 0.131'x 3 a' sago{sre) 437s(sRF) (.610.1x_°x zr or e"x 8"TITEN HD S REW ANCHOR _ LTP4 MP4F nfa ( ) 'x 1Y' or�"THREADED ROC SET 6"INTO ADHESIVE PT POST(AS NOTED) LSTA18 LSTA18 235(SYP)1 t 10(111) (7)0.14&•x 3-m each end-(12)total nla LL • LTS 12 LT'�f 12 775(SYP)665(SPF) (6)0,148'x 3'in?arh end-(12)total nla W d MSTA24 MSTA24 1640(SYP)1455(^PF) (o)0 8 x 3'in each end (18)total nfa � 90118x W C DETAIL-TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST I NISTAM24 NISTAM24 1500(SYP or SPF) ) 3"into wood - (5)/ x 2W Titan into con c 3 TO BEAM PT POST(AS NOTED) 1 SD-7 (USP PHD5 SIMILAR) 1t 0 148 x 3 in each end-(22)total Fla 1'-0"(U.O.N.) (51/ x 1/Tten into concrete SCALE. { EXTERIOR BEAM ABU POST BASE MSTA30 MSTA30 2050(S'f P)132 SPF) (1E %"- I I (AS NOTED) MSTA36 MSTA36 205015 P or SPF) (13)0 N3 x 3 in each end (26)total No N DO NOT SCALE (AS NOTED) MONOLITHIC FING OUND TION-EXTERIOR MSTAM36 mtsTAMss 87o(sYP or SPF) (1 1, ua x 3 into wood Fla L DATE: . ° %"THREADED ROD a)/ z/'Titan into c ncITHIS RELEASE DATE: e THREADED ROD ET 15"INTO ADHESIVE PLAN VIEW AT TOP OF POST 0 j WITH NUT SET IN s)/ x l i"Titan into concrete a t0-14-14 O 3'in each end [14)total n/a REVISIONS: -- ADHESIVE 4)/ x 2/r3'into wood n a _ STEMWALL FOUND ION-EXTERIOR (7"EMBEDMENT) ntrsl2 or MTS'20 - MTVV tz or M w_o 000(sYR)Sfio(sPF) (7)0 1 x Titan into c u " ° x"Titan into concr-to v L m Ni FSM I6 or t1T"M%0 HNVN116 or HTYVMoO 860(SY P) (7)7 THREADED ROD ET 15"INTO ADHESIVE (4)r x 1. ° PA51 TA61 3685(5 f P or SPF) (21)0.162"x 2h'or(21)0.162 x 3%' 4'embed v - 1210.148"x 1%• nla INTERIOR APPLICAT ONS j SPH4 or SPH6 1PTH4 or SPTH6 35ClSYP)or PF) RSPT6 350(SYP or SPF) [-310.1'3 x1r'into studs nla i' IF EDGE DISTANCE EXCEEDS 5"USE " a ° s'P O o'I48'x 1x"into double plate Ir STHD14 STAD14 4430(SYP or SPF) (38)0.148"x 3:5• 14"embed @ pRAyyN BY: t CMF Y8"THREADED ROD ET 8' INTO ADHESIVE Notes. EC SIDE VIEW AT BASE OF POST 1.All connectors are manufactured by Simpson Strong Fie or USP Structural connectors(U 0.11.) m CHECKED KED SS 2 SYP Southern Pine aPF Spruce-Pine-Fir --._.. - ----- -- - - SHEET: F F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 3 Mane=monolithic concrete.,tem=masonry stairwell or bond beam D DETAIL-TYPICAL HDU8INSTALLATIO o S D-7 {,. SD-7 4.Anchorage refers Co threaded anchors with noted diameters and embedment depths }: SD-7 (USP PHD6 SIMILAR) r r _ vol pN w Ngo 2��� TRUSS al o =I 0 o w P >- o c J o�> OPTIMAL 22%° :Y J o _ O � -NU10° 0° = Lu 30�� _ J { Z m j TYPICAL SDWC SCREW , TRUSS BEARINGON " 3LLLij uI "A"ON SD-7a OR6 FCGE GiAIN =� w c9 > \ "B"ON SD-7a tl SDWC SCpEW� r U iw �/ MAX .--- ACCEPTABLE w� $ 0 a TRUSS TO TOP PLATE SHOWN BEARING WALL cf) W w (RAFTER TO TOP PLATE SIMILAR) 0 0 0 SDWC15600 EDGE GRAIN BEARING CONDITION a co >_ NOTE: C�iitl911lusus:.. UTILIZE METAL INSTALLATION GUIDE TOOL '�PROVIDED BY MANUFACTURER. ° ' `A DETAIL-SANDARDSDWC ROOF TO WALL INSTALLATION Hi TRUSS ALIGNED WITH TUD) % °° , En b.0.wOaoz o t tips o ONLY CLIPS ARE ALLOWED /lan: W:o annul ++ o a TRUSS BEARING ON WITH THIS CONDITION END GRAIN (NO SDWC SCREWS) (EXTENDED VERTICAL) Z o o SDWC SCREW IS NOT o ACCEPTABLE 6 Z o- �c Lu BEARING WALL 3 w a ~Z U END GRAIN BEARING CONDITION m TRUSS TO TOP PLATE SHOWN a o N (RAFTER TO TOP PLATE SIMILAR) D DETAIL-SDWC AT EDGE I END GRAIN CONDITIONS a W c m MIN SD-7a o J m =Z SDWC15600 ®=DO NOT INSTALL SDWC IN N a }� HATCHED AREA B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION NOTES: 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK SD-7a (TRUSS OFFSET FROM TUD) INTO THE DOUBLE PLATE(±81 o m o 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO m = TRUSS(RAFTER SIMILAR) A WOOD MEMBER. (D > a - ¢ oit 0 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. L %"MINIMUM EDGE DIE TANCE INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE a (WITH OR WITHOUT A PLATE PLICE) WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF SCALE: 3 Z, e'=r-0°(U.0X) DO NOT SCALE THIS DRAWING 4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL RELEASE DATE: BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW 10-14-14 I INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE REVISIONS: OFFSE %"FROM--I - INSTALLING CLIPS. - T P PLATE SPLICE MAY - SPLICE OR FULL BE IN UPPER 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. VALUES OR LOWER PLATE - DRAWN BY: DETAIL-SDWC MINIMUM EDGE DISTANCE _ CMF SD-7a CHECKED BY: FSS SHEET: L o SD-7a 1 J -a v o) Q of v fl DOUBLE PLATE U J NOV 2 5 2014 u� W - o _ E J ZD gY — - E o a J ° - W 3 W O ° HEADER(AS NOTED)MAY BE RAISED TO BOTTOM J W ° ° OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT _ F-- a_ Lu U) TOP OF OPENING WITH RAISED HEADER. - o `" a U) w 0 0 0 - JN o t 0 0 ; ¢ ¢ p FASTEN SHEATHING TO HEADER ° Q IN 3"GRID PATTERN AND FASTEN ° O O ° ° (2)MSTA30 STRAPS a � o SHEATHING TO ALL FRAMING @ 3"O.C. ° ° ° `����,,,� ¢ Z m N �i p NOTE:SHEATHING ONLY SHOWN FOR °� d USE 0.131' x 2Yz"NAILS AT ALL.LOCATIONS(U.O.N.) Gj ,. •• e, moo( ° do NARROW WALL SECTION. Q t REMAINING SHEATHING NOT .,�.�� Z FASTEN PLATE TO HEADER ° ° ° ° O SHOWN FOR CLARITY. �o w/(2)ROWS OF 0.131"x 31/4"@ 3"O.C. °l° MINIMUM(3)STUDS = ;U `n 3 y—� w J MINIMUM(3)STUDS 91 •.., r �`� - 0 0 0 N ° �C7 o o - 91 o Z O n Z i ° a F�2 z0 0 0 ° 0 ef MINIMUM 1s" 0 W0 RATED SHEATHING ° HIC M� W Lu NAIL BLOCKING TOGETHER O ° ° ° T r x m �'' w/(3)EVENLY SPACED JOB 4 r o o ° �o 0.131"x 3Y4" w STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) ° o - a xi w i 3 Y8"EPDXIED ANCHOR BOLT STHD14 EMBEDDED STRAP N w w/(7)MIN.EMBEDMENT w/ ° ° (OR HTT5 IF NOTED) MINIMUM 2"x 2"x%s" ° ° - S o PLATE WASHER ° F� N - Q O O O O 3 CONCRETE FOOTING SCALE: PER FOUNDATION PLAN %"=T-0' a DO NOT SCALE.) - 4 d I a y THIS DRAWING 4 d RELEASE DATE: a 10-14-14 a REVISIONS: O d _ L] I O ap d d I DRAWN BY: CMF A DETAIL-NARROW WALL METHOD DETAIL m CHECKED BFSS a SHEET: SD-8 © S D-8 - I I - � . . � � � $ I I - � � I � ! _!n i� - CS I I (-) , � : I - to � uVal r.oounty , Florida :A � C) 6 ' � ! q9 I � . -*: ot 0 0 0 � i 0 1 i n . to I I - � k I w - , �' , I I I I . 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I ...1111................... ­....1...... . .......11 ............. ........................ .T.,..........­...- AND COAG COPE OF ORDINANCES L .....111.1.-....11- 4, I I I I��-..-..I I I......- ���I I I I I I I I�- -I I I I I-I I�I.I.�I-I I I I I I 'I............ ............. ... PRODUCT: SINGLE FAMILY RESIDENCE 11 .- , ..I-I-.I� I I�.�..�I�I I-I I.I I I�I I� L'I�......�....�'��...�' i....I-�...I I I I-I--I---I... � I.I I­��...... � ,� I I OCCUPANCY CLA551FICATION: (FE5C 310)KE51DENTIAL-F\3 .0 ....�......... ...�....­­­­­....I L........................ I—.........................�..."........�....�...�.........--1....11...I................................1,.........­­..........�..........................�......-............. � ....-1.................... [::] [=)�[::] :11 � ­ 11..........11 ....-..............�... ......................... i_._...................­�.........................................._1--_1...-....�...I.........._1_1.1......�...���",-..,..�,.�,,�,���,����,����.����..��..�.��.���1.1".� -160 MFH WINE)SPEED I3A5IC WIND SPEED:(PER K301,2(4)) (RBC)-130 �: 1�- 1-11-1......1.�.111,�1.1�,�,��������-,��,-",�...­,.­ I � --1.1--___ -_11. ____....�..........1'-----................­­­­­.......-.........­­­­.....�......­­...­' CONSTRUCTION TYPE: (FBG)602-TYPE VB - ' I ' Ji - !�mmmmwmi�immm A oli' �1111111111111111111 ALLOWABLE HEIGHT I I I 1 ' A 4 1 , I &131JILDING AREAS:(F13C Table 506) ALLOWED I I , I ,�- .' I �J� V_-), (,.4P_V 0-_r___J C� 11(k 0- CC) (1-A -:1 5, ')'�_ S Mac ,:I ��7:�-c_(, A -��--�,e-k j � �' �'J�#_ ' - V �. * I HEIGHT: mix,no,of feet 35 feet Max. ! � ' . k 'X V-zj�.r- .�_o vl-,-\- Q^'-'�'"_'\ Design I I - \ I I '�� G_ " A -�' �'_-"\A�'__10 '\"3tA-_1J -I-- 4L, , , '_ 'C', -i `( ' I - � -\ max,no,of 5torle5 3-story max. �' I I I \1 I & �� I 11 --CA\ _S 10,e(�_kl,tk- t r" A C_ AREA: one otory&multir9tory/floor UNLIMITED SkyMaC,Pe5i9n@Bel 15outh-net . '74clS Saundersville Ct. � _C I ,IV -?--f -I Jack5onville, Florida 52244 N a . I � I . Phone: 904 777 6556 11 �' I . Fax: 904 Tll -1-130 I I I : I ,.a PROJECT ' FROJECT# 514-026 � . DRAWN: MAB,KLCJ " � I FRO.]M(S'K: � I rd' ), I C 0- 'PY � cHevKep: . ��f I I - L_i'�' .iii ' ____ , L � I K -- _ i COVER SHEET � . . tivi U Is I � �� P)LA K , � T H I rz � I � '� :23( �i v. mate: 5/15/2014 COP ISSUE I � �'. 7UFJ()f i .JSJJ --- ' J 0"� � 1� I . , - 4 - - � ' 1�I ' I _1 , � k(��0 0)ilk- � . 'i"O' 6 i SHEET# :'� Project # 51.4-026 "-.!' CUSTOM HOME �,111-4 p-- -- � 'I 11 �' A000 I I e p e C H 2w 1 1 1 1 1 1 � . i - L I I 1� ; I i . " . I rt I ' I . � m 0 N 20'-0" 19'0" 201-011 8.. N 3'-7' 4'8" 4,_7/, 6.1� 2-8 91-0184 184 (� W (TYP) 8"5Q.COLUMN 6.. (TYP) — — — — — — — — — — — — — — — — LINE OF PORCH BELOW 8"WIDE 50FFIT ABV Y — — — — — — — — � Ii iI m i o I I COVERED FORGH I I N I 10'-0"CLG+5TEP I � I I 1 181-01, > � O 4040 FX 6'-3y2" L3'-10�" 4'10" 3'10" 3'-41' 3'4" 3'4"' 4'6" o 10 96"AFF I I — — — — 3060 5H — 3060 5H— — 3060 5H 3060 HH— — LINE Of ' @ 96"AFF 96"AFF @ 96"AFF 1} @ 96"AFF -1 FLOOR ABOVE � 7 55H ----K/5---- 3050 5H 3050 5H 3050 5H u' I _ � ( 3040 5H d 96"AFF 96"AFF 96"AFF LL- LINEN "? _ i N @ 96"AFF 0= N `\■ WIGo � �V�D .V�/■ 9'0"CLG i A%C HANDLEK(5) O.H.C. I I O,H,C, 3080 FR W! x95.. I N O AND 4"CONG PAD r'-------� ❑ ❑ I ----I 3080 FR FIXED =� pp`` N O �0�8 2 8 - 6 7Y i�, FINAL LOCATION i U-) W o BY OTHER j 51NK p/W 1 N •— M 9BTH o ; KITCHEN Z-4/2" .v I T 0" 10'0"CLG ,h- 2'-1" 1'-11: 9.3y2 161-511 ASTER BEDR M �V I ST DRI Lo ---------- OD - M STACK R/5 = i E l� I 12"O/HANG FAM I L 1 � i\_ N Q I I I 10-0"CLG - �] 19'-&"x 13'10" u- _ 0/0 4'X 5'15LAND ' I I o BREAKFAST ¢ W Lo N BASE CABS W/ ' I I i 10'-0"CLG � L LAIM WC Lo o = 1 G'TOP @ 36" I � I = L II , Q BEDROOM R o -' o� �N 9'-0"CLG I � N x11 0 L 3'-5' S 3" 1'-5" 3'11 13'-4y2" c9 2 2 1 _ 1 - 3� 91 4/, I w c9 m 1 1 1 * 3068 ,: . . _. 3 4� — — 4 2 4 6Y2 5-11� 12 2, - N _ _ N N . _ �Ib T'WALL —o E _ 10680 OPNG Lo o -d IN o -� I I I Z _ I I i ,� \ >i 8o PANTRY S \ UP -N =w _N i I I I a i i W/CAP �� _ `� `s'< 3 4 18 R15ER5 N = � o 2;AFF 1 0 0 0 1 --- 1 Q ---------- ------ ---� 5 1� 8 3 9 RISERS I I I I I I I I I I (V 12"5HELVE5 9'-0"CLG i O i @71/4" � .. I Iz DINN C7 - -------" 16 SHELF D LL _ o WC 1 N - `R/5 � � 1 15T4RA�E I I "' Ito.. LC u a " m u ------------ - - N ------ i c 10 D CLG Q I I I I I II 2xb WALL R/5 Q �. . I I I*I �8e 2�1/?mac A/C&W.H. i. V I`� N cis N �� W.H. 4 1 �4)/2" 21-4)/21111.9 31.5 5.0 TtC ACCES�� IN ATTIC 28 8 -x, 5.3� 2'0" 5 a' — — a ----------- � s CHASE — - 2'-10" 1T-2%" 6'9�" 12'2" V Z TUB/ - - - - - - - - - LLI p c� BEDROOM 2 J SHON/ER — — — — — — — — — — — — — •— n` N * 2'-10" 5'5" 5080 OPNG 8080 OPNG VJ '-9"CLG 2'-b" 11'9"x 11'11" CV BATH 2 lwc O I I L " 2 CAR SARASE FOYER I I v t� •v 9-0 CLG � � 10'-0'CLG � o I <o - 10'-0"GLG+5TEP � I O � Ilo B H3 0 �¢ 9' "CLG STUDY/LI\(INS N Q (6 „ BEDROOM 3 N - - - - - - - - II U 2 5 9 2'0 4 6 0 0 10'-01'CLC 9'-0"CLG — — — —LINE OF 2ND FLABV— — �1 11'-6"x 11'-10" — — — — —1— — — — ({� r 3050 5H 3050 5H c:s = w I I I "� I @ 96"AFF @ 96"AFF N N L - - - -I- - - - — - - a I 200 51 2040 5H � @ 90'AFF i 96"AFF �° I i o �. - py4 � o '-P+ ? I I 3050 5H 3050 5H � I I 3060 5H 3060 5H PLAK 3050 5H 96"AFF 96 AFF AFF - - -, > I 3'-3' I q _ I' L — — — — — — GARAGE WALL BELOW — — — — — — J I ENTRY i I _ I H T 160700GD I � �' I I I 10'-0"CLG+STEP -- I I I III I o U CANTILEVERED ROOF ABV I I I LJ_.. ._.... ...__ ...... - ------ -- --..- ---- -----. ....._ .__. _ � _. ....._ ....._ ...._. ....... ....... .... Mac I I I o o I I I I Design I I f I I I I 12"5Q.COLUMN (TYP) 5k MacDesi nc�Belisouth.net LINE OF PORCH BELO N y 7415 5auun ersvi e G . L - -- - - -- - - - - - - - - - - — — — — J v - - - - - - - - - - -12 WIDE50FFIT- - - - - Jacksonville, Florida 52244 Phone: 104 'M 6556 2.. Fax: 104 "1'71 T150 (TYP) LOT 20 ARMA TABULATION PROJECT# 514026 1'0" MAIN FLOOR PLAN 1192 5Q.FT. DRAWN. MAB,KLG PROD MGR: 3'9�" 2'-5�" 3'3" 5'9" 3'-3" 4'-4" 3'6" 4'4" 10'-2" 10'-2" 6'6" 12'2" _ UPPER FLOOR PLAN 1410 5Q.FT, CHECKED: TOTAL A/C AREA 2602 5Q.FT. MAIN&UPPER FLOOR PLAN5 12 2° 20'-4" 18 3° ENTRY PORCH 193 . 5Q.FT. COVERED PORCH 215 5Q.FT. 39 0" 2-CAR GARAGE 408 5Q.FT. 39 0 TOTAL AREA 3418 5Q.FT, CUSTOM HOME UPPER FLOOR PLAN MAIN FLOOR PLAN SHEET# A2 , 1 5CALE.1/4`=1'-0' ------------- ............. ...... . ........... ............. . ........ ------------------------------------------- -------------------------------------------------- ............................------------------------- --------------------------------------------------------- ------------- .......................... .................................... ...... ....................... ................... ................ .... ....................... I.........................--------.............. .............. .......... ....... ................-............--1.1 -.1.1... .........--: ::::::::: .--............-- .............I.......... ............... .......... ............. ................... .............11,............ ........ ...... 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WINDOW5 IN MA5TEK .............. ----------- ........... ............. ................ 13EPROOM)SEE ELEVATIONS T.O.F. .......... ........... ............... ............ ...................... ................. ........... ........................ .............. ....................... .........................................................................1-..................-.......................................... ............ .......... ................................................................................................................................... ........... ................... ........................................ .......... ............... .......... ............ .......... ................ ............... ..................................... ................................. ............. ............... ............... .......... ................. 101-1 Val, ------------------ 4�'TKIM(TYP) ............ ............ .......... .......... ............... .............. ............... ........... ............ .......... ------ ------ ...... ....... ....... ------ ....... ------ ----- ------ ...... --- ------ ------ ------ ------- ------- ------ ....... ------ ....... ............... ........... ............ ................. ............ ........................................................... ................................. ............. .................... .......... ................. ADJUST 5KC,(TO CLEAK LAPSIPING(TYF) ........... ........ .............. .................. .......... ............... ............ ..............-......................... ...............11............. ............ ----------------*------------------------ WINDOWS IN MA5TEK ........... -. I L11 1� ........................ ............. .......... ------------ ............................... ........... 5EPROOM) .......... ........... ........... .............. ----------------------------------- ------------------------------------------------ 12 ---------------------------------------- 12 3.5 ..........................................................................................................I........................................I ......................................................................................... ............ ...................................................... .................. ................................... ........... 35 ------------------------- 71b'2ND FIN.FLK. ............................ ........... 7/8"2NP FIN.FLK ............ ........ ...................................... (TYP) ........... ....................... ........................................ ................ ............. ............... ............ ................................................... ................... ............................... .......... .......... > ............. ............. ................................ .................................................... .............. u ............ .............. ........................... ......... ..........101-1 iffill T.O,P. 20'-7'l3KC7 ............ ................................................................................... ------------ .................. ------------ --------------------------------------------------- .............. .......... ....................... -------------------------------------- ---------- --------------..........-------------- ............ .......... ........................ : I-- 11----111-111-1-11............. b"5Q,COLUMN (TYP) ..................... .......... .......... ...... ............. .......... ......... ...... ............ .................. .......... ................................. .................. ........... .............. ............... ........... ................. .......... .............. ............................ ............... ............ 20'-7'DKG(+T-9"HEEL) ..................... ............. .............. ............... .......... ................................. ................... .......... .......... ............ .......... ..................................... .................. ................................ .................................... ............... ................................. ............. ............................ ........... --------------------------- ------- -------- ....................------------------------- ...................... .......... ................................... ............... ............ .............. .............. Lt- .......................... i........... ......................... .................. .......... ............................. ........................ ........................... .............. ............... I.................... ........................... ................... ............... ................ ........... r ------------ 43 ...... ................. ............. ..............--------------- ................................. ............ ............. IL .......... ................... .................. .... ----------- ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------- ..................... &,0'-0"FIN,FLK .............................. ............ .................................. ................. ............... .......................... i............................ QL .............. .......... ............ ....................... .............. ............... .............. .......... +Q�Q"f IN.FLK, RADE ------------- 4-1 ...................... GKADE ............ ------------------------------- .......... HT ELEVATION 5CALE:it ............. .................................................... ............................... ......... it......... .................................. .z................. ................. FIDGE ii10............... ........... ------------ .............. .............. ............ ......... ----------- ............ .............. ............... ............ ............... ... ---- -- ......... .......... .......... .......... ................... .......................... ........................................................... ............................... -—----- I"I'll.I.I.I.I.I.'.'.'.'.'......'.'.'.'.'.'�'�......... ................ .................................... .... .................... ------------- .......... .......... .................. ............ ............................. .............. -----------------------------------------------. ..........----------- ------------------------------------------.............. .............. ...... ....................... ........... . .............. .. .......... ........... 1111111111�1�. ......... ........................................ ................................ .......... .................. ----------------------------------- ............ ............... z z ........ ------------- 000 ........................ ....................... .............. ....................... ................ ........... ............ ...................................................... ............. ---------------- ............. i ------------ it ---------- ................................ .............. ............ ........... -------------------------- it .............. ................... .......................................... ............... ..... ..... it .. ......... ..... ..... .......... t.......................... ..................... -------- it ..... ....... ... ............I ............I ---------- ................ ... .......................... .............. ... ......... ------- ...... -............. .......... ............. . .................... ............. .... ..... ........... ................. .................. .................. ............. ............... .....................---------------1...... -------------- ....... ....... ............................. ........... ........... .......... ---------- .......... .............. ...... ....... ............ ............................... ............I ................ .................... I �i ............. ii ................ ............ ............--------------------------------.... ....................................................... .........................-----------------......... --------------- .............. ............... ......... ........ ............................. .............. ............ ............ ........................................ ............................................................. ................................ k"\C�,,,� i- t........... ......... ................................................................................................... .................................................... ........... ............ ..................... .......... .......... --------- .. ...... 6"FKIEZE DOAKP ....... ..... ............... .............. r\A a- I ........... ........................... . ............ -7 c,' ...... ------------L, ................................................ ------------------- ............ .......... ........... .................... .............. ............. ---------- ................................. ................................. ............... ............... ......... ... ......... ........... ............ . .... ......... ---------- ..................... .......... ........... .................... 161 T.O.F. 1/8"T.O.F; .............414�D OL 70 Lu ............. ------ ............... :12 10:12 ....... ...... ........... ........... .......... w ................ .............. .......... PECOKATIVE GFOWN �-51 L 0 P E E2 z: 11-1--11111-11.1 1111111111111- 4) ............ ........... ............ 0/6"TKIM(TYF) ............................... ................ ----------- .................. ............ .......................... 4"TKIM(TYF) ............... ........... ........... ............ ---------------- ........... ............ 11"14------------------- ............................ ....... ... ................. -YP) .............. ............ `Xil�-SILL (I -7'l3KG .................... ........... ................. ............. 20' ....... .......... ........... ................................ .................. ........................... ........... .......... .................... ............... ............... -----------.............. ............... ........... .................... ........... ..................... ............ ...... .............. ................. .......... ................ METAL FOOF (TYF) .......... z 10-12- 20'-7'RG Lu ------------------------------ 7/5"2ND FIN.FLK ............... ............ IT-5 71b"2ND FIN.FLK. 1-1 11b"T.O.P. . ............... .................. ........... 20'-7'13KG ............ ............ .......... ............. .......................... ........... ............. ... ......................... .......... ..... ............ ............Lb"bEAFINQ .............. .... ---------- 'T ........... ........... .............. .......... .. ....... ....... ...... ....... ....... ...... .......------ ac ............. .............. ............. ....... .... Lu 12"5Q.COLUMN (TYF) Design CANTILEVEKED KOOF DELOW 4:12 SLOPE LD .......... ............ SkyMa6l7e5 ig In @ Be 115 outh.met %%000 ................ .......... E] F71 wl<5onville, Florida 52244 4"TKIM(TYF) ....... ................ .......... 411 -------- --— ----------- El ...... hone: c104 "76556 (1yF) (TYP) ....... ...... ... LAP SIDING(TYF) ...... ................. ................. Fax: qO4 T71 7750 ................. ... 101-11/811 RG F][Df7.Lil F11 [7)(7 Ell ............ .......... ........... ..................... ............. ............ ---------- FLK. FK0JrXT# 514-026 FLK, PKAAN: MAD,KLG GKADE PR.0j mcvK: -011 RADE \—MIN(2)STEPS,ADJUST GKADE AS REQUIKEP (Typ FRONT&FIGHT ELEVATION PLAN5& ROOF PLAN FRONT ELEVATION CUSTOM HOME 5CALE: 5HF-F-T# OF PLAN A2 02 5CALE: ........... ...... ---------------------------- ...................... -------------------------------------- ...... ------------------------------------------------------------ ......................... -------------------------------------------------- -------------------------- ......------------------------------------------- ------------------------ ----------------------------------------------------- ........... ------........................ ................... .............. -------- ............... ...............--------------......... ................. ............. ... ............. ............................................... ............ ................................. ..................................... ................................................---------- ...... ....................... ............................ ............1 2 .................. ............. .............. ................ ...... .... ...................... ...................... ...................... .............................­­­­........... .............. ..... ...... .............7 ................... .................. ............................ ................. .......................... ...... ........... .................................................. ............... ----------------............... ................ ..................... -1111111-1-11.......... .............. .............. ...................... ........... ............ .................... =:............. ........................ ........................... ........... ............ ........... ......................... ........ ........... ................ -­­-------------...........................------------ ......... ... ...................... .......... ...........(+I'-9"HEEL) ............................ ............................... ............... .............. .......... ............ ................. .................... ---------- .......... . ......... ............. .............. ................... ............... ............... ------------ ........................... ....... ............. ... . ..... ........ ............ .............. .......... .......... ........... ............. ........ .............................. ................................... ................ ............... ...................... ............................ ............. ............ ............................. ............ ............................. ............... ........... ............ ............. ................. ......... ............ ............................. ....................... ........... ............. .... ............................I............ .................................. ............. ............. .......... . ....................... ........... -111-1111111.................. ...... ............. ................. ................... .......... .......................... ........................ .......................... .................................. ............... ............ .......... ........... .......... ............ ....................... ........—----------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------- -—--------­­------- ............. ...... .............. ................. ............. ............ .............. ...................................... .............. ............ ................................ I....................... .................. .............. ................--------------------------­-­---------------------- I----------------------------------------- -------------------11-11------------------------ --------------------------------------- ------------------1-1-1-1-1---------------- ---- -------------------------- -------------------------ADJUST 5KG(TO CLEAR ............ .............. ...................................... .............. .................... .......... .................. ........... ................. ...............WINPOW5 IN MA5TEK --------- ............. ............... ------------------------ .................... ................ ........... ........... ........... ..........15EPKOOM) 1 2 ---------------—1 ........................... ............. ............ ................ ........................... .............. ............ ................... ............. ............. 1 2 3 5 F:: ............... ...... ...........ll'-5 7/8"2NP FIN.FLK ------ ........... -------------- .......... .......................... ............... 3.5........... ...................... .......... ..................... .......... ............ ....................... :............. ............ 7/6"2ND FIN.FLK. .......�........................................ .................... ......................... ------ ............... .............. ............... .................. ............ ---------10'-1 10,T.O.F. ........... ............... ............... ...... .............. .................... .......... ........... ............. ............ ............. .......... ........... ........... ........... .......... ............. O.P. 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LAP 51PING(TYP)................... -------------- ---------- ­­--------------------------111-11------------------------------------------------------------------------------------------------------------------ ----------------------------------- ----------------------------------------"I­­-------------------------------------­­­----------11---------------------- ..................... ............................................ .............I.-I................... ....................... ................................. ............................ ........... ......................... ............ ....................................... ............... ............. ........... .............. ---------------------- ........................................................ ....................... ............... .......... ............... ......................... ...........O'-O"FIN,FLR. 0— r_..........GRADE ........... .......... f IN.FLK,LEFT ELEVATION 5CALE:................ ............ ........................ ....... .......................... .......... - ----------------- ... .................................................. .................... .................. .... ............. ........... ......... ............................................................ .................. ­----------------------------------------------- .......... ........... ----------------- -------------------------------- --------.................... .... .............. ............. ............................................ ... ................... .... .......................... .... ................................................. ...................------- ......................................... .................... .......... .............. ....... ................ ................................................ ................ .......... . ..... ............................ .......... ........... . ............... ......... .......................... ................. .......................... .......... ...... ........... PY ......... .......... i 0 B C f...... ------------- ......... --- ........................................................ ......................... .................................................. ... -------------*"-','.-"................ ----------- ...... ..... ...................................... ::::� I .1................................ 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Ow job m:::::: -, 111111111--- .......... ........................................................ .......... ............ ......... ..........."IlIllIllllIllIll,Ill""I,----'I.... .......... ........................... ............. . ..... .............. . ............................. ............. ................ ......................................... ------------------------- ------------­--------- ................... .............. EAC H 1 11 Sft........................... .......... -----------............ ..... ------ ................. .......... .......... ............ .................................... ............... ....................... ....... .......... ..................................... ........... .............. ............. ................. .............. ...................... ............................................................. ............ ............................... ......................................... ....... . .. .......... ...................... ............ ......................... . ............... ................ .................................................. .......... .. ........ .... ........................ ................... .....................................*................................. ................ ............ ................................ ..... .................. ................................... ............. ..... .........ii:::: ----------- ------------- . ....................... ---------- ............................... ... .................................----------- ---------- ............ ..................... ------ --------------------------------.............. .......... ............. ........... ............. .......... .... ................................................. ............................................................................................. ............. .................. .......... -lu----------- .......... -9'HEEL) ................ .......... .. .............. ............................ ................... ................. .................................................... ....................... 1/6"T.O.F.—-------------.............. ........... ...................... ........................... ........ ............. ............. ........... .................6_011 T.O.W. ............. ............. .............................. ...... ............... 40 ..............-.............. .................11-11-...............-------------............... .......................... ............ ....... ....I--.......... ................ ............. . ...................................... ............ ... .......... .. ........ .................. .......... 41A ......................................... ....................... ------------ ------------------------- ---- ------ ------------- ------------ ADJUST DKG(TO CLEAR............... ............... ........ ..... ............................ ............. ......................................Ll WINPOW5 IN MASTER ................. .......... ............. .......... ......................... .......... ......................... 5EDKOOM) .......... ........................ ............ ........... ........... .............. ----------------------------............ ---- .............. -------- .....111'5 71b"2ND FIN.FLK. .......... ............... .......... ..................................... ........... PFIN.FLR.................... .............................................. .................... .. ........... ........... ........................................ ........... ........... ................ .......... ............ ............... .................... ..............--------- .. ----------16-1 11b"T.O.F. .............. ...................... ------------- .......... %.............. lll­­-l­l..­­­..... ...............- — - —------------ -------------- —------ 11b"T.O.F. ............... ................... ................... ....... ............... .............. ............................... ............. ............. .......... ................ ........... ..........T.O.W, .................. ........ ----------- 6_011 T.O.W. ... .......................... . ..... ------...................... .................... ........... ........................... Mac 6'561 COLUMN (TYP). ................ .............. . ....... D e s i g n ...................... ....... .................... 4"TRIM(TYF)............ .............. .............. 5kyMa(rX;es igm@Be I Isouth.met ............ '74q5 5aundersville ct. .................. .......... Jac5onville, Florlda 52244 --------------------- ----- .......... ............. ............ LAP SIDING(TYP) Phone: 4 TM 6556 ...................................................... .................. Fax: qO4 '7'11 '7750............... ........... .............. ........... ........ ................................ ........... .......... ......... ... ........................... ..........FIN.FLK ...................... ............. FIN,FLK.I— PROJECT# 514-026 GRADE GRADE pFkA^N: MA3,KLG PK0j KSK: CHECKIM:FEAP&LEFT ELEVATION FLAN5 REAR ELEVATION 5CALE:14'4-0" CUSTOM HOME SHEET# A2 , 5 i m 0 U � 0 N A TEMPORARILY FOLD-UP& SECURE HOU5EWKAP(OR t!1 TUCK FLAP UNDER)AT HEAD CUT HOU5EWKAP AT € INSTALL WINDOW 45 DEG ANGLE AN •., PLUMB, LEVEL D ■ � MANUFACTURERS SQUARE PER � MANUFAC � m ■ ��� WRITTEN M 135^ ' i � � INSTRUCTIONS E m MODIFIED"I"CUT IN 1 ■ HOU5EWKAP j APPLY 3/8"E NOM. i : ■t ALIGN FLASHING W/ ■ M s CONTINUOUS BEAD OF ■ j ` ..nn t�) (�� E INT. EDGE OF SILL R.O. ■ VI `� . SEALANT AT JAMBS i ■ r AND H P ■ W HEAP or A TO PLY ■ i ■ nn,, O t ■ ■ } W BACK OF WINDOW ` tL LINE OF WINDOW i I' MECHANICALLY NAILING FLANGE IN LINE FASTEN FANNED W/PRE-PUNCHED i ■ OPENING ; ? FOLD HOU5EWKAP IN. ■ j E JAMBS&SILL i EDGE CAP NAILS, € HOLES OR ■ i ? STAPLES) IF REQUIRED ■ ■ s S ■ BY FLASHING ■ i •`I v Z ■ i MANU AG t � I ................. ■................. ....:..:.......:: :I ...::..::::::..::.. .... E ■ W . r i _ I APPROVED H OUSEWKAP OVER ` H W G OVER WD STUD WALL TYP t •— '�' SHEATHING f SLOPE SILL R.O.TO EXTERIOR ,t INSTA_L 9"WIDE SELF-ADHERING �� W v . . FLEXI LE MEMBRANE FLASHING ,j z AT 51L `I EXTEN FLASHING UP JAML 5 6" MIN 4 STEP 2STEPSTf� 4 STEP 1 � STEL' 5 NOTE: '- s=� 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE GON515TENT WITH , A5TM 2112 METHOD A-1 EXCEPT SELF-ADHERING MEMBRANE FLASHINGS AKE USED. 2. IT 15 THE INSTALLATION CONTACTORS KE5PON51BfLTY TO VERIFY THE M COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP,SEALANTS& ") SELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION,_ 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING:5EALANT5/FLA5HING5 MAY REACT ADVERSELY IF NOT m COMPATIBLE. INSTALL 6"WIDE 013 COPfW SELF-ADHERING p -� MEM13KANE FLASHING FOLD HOU 5EWKAP DOWN& OVEK NAILING FLANGE: TAPE DIAGONAL CUT& AT HEAD ACROSS HEAD OF vo- Ef S s EACHi - VJ E > ' Lt, (� INSTALL 6"WIDE SELF-ADHEKING MEMBRANE FLASHING k \ OVER NAILING FLANGE i t SEAL WINDOW FRAME TO IN51DE AT JAMBS E i E p EXTEND SELF-ADHERING OF R.O.W/SEALANT AT SILL L ,1" t p AND A MIN 12" UP BOTH JAMBS v 5 MEMBRANE FLASHING ? � E•. ,E ; TO FORM A BACK DAM.SEAL 40 MIN BEYOND JAMB E € BALANCE OF FRAME WITH `•i FLASHING SEALANT R N N- D E 0 0 EXPAN INC } I FOAM (PROVIDEB O M IN f ACKER ROD i 'E X 40 NAILS N0 MORE THAN 3 WHERE KEQ UIKED €I t `t •i I;: t FROM ENDS OF FOAM i : €I Y2 . . } AND 1 oc 1 it .. E` >3" FROM i I :s T B END OF BKANE NOTE: NAILS 0 E 3 EXTEND MEM - • € ` FLASHING MIN 1 BELOW SI I ': i ___ :.f`; GALVANIZED ROOFING FOAM E FLASHING ::`':' ;' : : f. • SELF-ADHEKING FLEXI5L .; NAILS WITH FOAM BUTTON CAP FLEXIBLE FLASHING at _ j j, SILL,FLUSH TO INTERIOR FRAMING. ` ? ATTACHED FOAM PIECE TO,WALL V t (PRIOR TO NAILING)WITH ac z INTERIOR \/IE^ i EYERFOAM QB 300 ADHESIVE z i Design t i kMaaeign@Be115outh.net STEP STEP f STEP S STEP Z1 STEP 10 5e .14q9 5aundersyC . Jacksonville, Florida 32244 Phone: 104 'i"I"I 6336 Fax: q04 '7'71 '7150 PROJECT# 514026 DRAWN: MA6,KLG FRO-1 MGR: CHECKED: N PETALS � ��O,�l F�A5HIN� 11�STA�� �'IO � CUSTOM HOME SHEET x I SCALE: NT5 Ap , 1 . . . . . . . . . . . APPROVED HOU5EWRAP OVER SHEATHING OVER WD INSTALL 6"WIDE SELF- DHERI 'STUD WALL . . I MEM[3KANE FLASHINGN c OVERLAPPING DOOR FRAME I" O .. . . . ,-I INE OF DOOR L OL .1. . . . . Q OPENING ` . . . . . 0 0 0 W 0 ALL "WIDE . . . ,a I. . INSTALL DOOR PLUMB, LEVEL INSTALL 6 . . . I. . . , . . . N . . . .. ., .1. . . . .". .'. . . . . . . . . . . . . ;;. . : . . .I.. . . . .; . . . . . . . . . . . .. . . ,. . . . AND SQUARE PER .. . . . . . . . . . . . . SELF-ADHERING MEMBRANE ``• • _ ,...'.'.'. . '. . . . . . . .. . . . . . . . . . . : . . . .� . . . . . . :' 1. . . . . . .i. . . . FOLD HOUSEW!.AP IN ; . . . ., MANUFACTURERS WRITTEN FLASHING OVERLAPPING DOOR RING CUT HOUSEWRAP :: M MBRANE FLASHING 1 MIN 1. . .. . . i . .. . AND AROUND JAMBS . . .I INSTRUCTIONS . . . . . . FRAME I° N AMFLASHINGMlN.' . . .1 ; . . . BEYO D J B It —�. . I. Q. v m 1. . . n, . . . . . } N . . . . . .. . . . �t : : SET THRESHOLD IN BED OF j SLE DOOR DETAILS FOR 1. . . . I '. . . . I. . . . . SEALANT FINISH/TRIM DETAILS ' APPLY SEALANT AT CORNERS AND FRONT EDGE OF THRESHOLD 2 ST ' 5 STEL' 4 STEL' 5 STEP 1 STEP POOR FLASHINCmv INSTALLATION PETALS 40 SCALE: NT5 HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN - 38" IN HEIGHT ABOVE THE STAIR NOSING. O HANDRAIL5 SHALL BE GONTINUOU5 PER FLIGHT OF STAIRS. MATCH HE16HT -=° 5GALE: I"=I'-O" HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL ADJACENT OF BASEBOARD FIN15H MATERIALS AND EN05 SHALL RETURN TO WALL OR TERMINATE FIN15HED SURFACE ° IN NEWEL POSTS OR SAFE TERMINALS. HANDRAIL5 SHALL BE 40 (0 3/4" PLYWOOD TREADS 1 1/4"-2" IN GRO55 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, O Im AND BE SMOOTH WITH NO SHARP ED6E5/GORNERS. (v EQ. TREADS � N .11 STAIR AND RAILING SUPPLIER INSTALLER SHALL 5AT15FY ALL m SEE PLAN r _ w LU D 3/ BU I LD I N6 DEPARTMENT APPROVAL REQUIREMENTS FOR z _ J TY� oeTHE PRODUCTS THEY PROVIDE OR INSTALL. ' I 4) 3/4" — JOB/ Copv rY_ CL -I-�-P fLL� — — THE HANDRAIL CONSTRUCTION SHALL BE C� I EXPAN510NI ABLE TO RE515T A LOAD OF 200 LB5 APPLIED IN gip\, Lu v ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. �,�� r — ————————I 6A {G� (V S ON Job 1OTGHED STRINGER I? 5TRIN6ER5 MIN. AT TMP (3 1 6UARDRAIL5 SHALL NOT BE 200 Ib5 0��� z ;�,.. - m EACH STAIR RUN _— _— _ LE55 THAN 42" IN HEIGHT. 20 O XPAN51ON ANY DIRECTION = -- _ GAP 6 ANY LOCATION 5/8" PLYWOOD R15ER5 F (TYP) It ———— — —— -- 2x 12 NOTCHED 5TRI N6E>;: OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR v Im v SECURE NOTCHED STRINGER TO SILL -1-� /.- „� _, AN ORNAMENTAL PATTERN SUCH THAT A � � � PLATE WITH FRAMING ANCHORS. SECURE 1 I 4" DIAMETER SPHERE CANNOT PA55 THROUGH. o 4" SPHERE PLATE TO SLAB WITH SLOT PINS. O THE GUARDRAIL CONSTRUCTION SHALL � MAY NOT PASS ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED i 1 BE ABLE TO RESIST A LOAD OF 200 LB5 `` THROUGH PER LINEAL FOOT APPLIED OR PROVIDE IMPERVIOUS MEMBRANE HORIZONTALLY ALON6 THE TOP RAIL OR 6" SPHERE SEPARATION AS ALLOWED BY CODE. A5 REQUIRED BY CODE. MAY NOT PAS THROUGH (3) 2X12 STRINGERS TVP. INSTALL 2X FIRE STOP AT THE TRI AN6ULAR OPEN I N65 TH15 D I A6RAM MID SPAN OF 5TR I N6ER AT STAIR TREAD, RISER i I LLU5TRATE5 THE SPEG I F I G (3) 2X12 STRINGERS TYP. BOTTOM SHALL BE SUCH REQUIREMENTS OF THE THAT A 6" DIAMETER BUILDING CODE AND 15 SPHERE CANNOT PA55 THROUGH. ONLY AN AID FOR BUILDING DE516N AND CONSTRUCTION. TAI RS STAIRS Mac STAIRS Design FLOOR TRINGER cx� LANDING T® P GUARDRAIL / HANDRAILCODE DATA ER DETAILC_STRING � 3 Sk MaCpesi n@l5ellsouth.net 2 SCALE: 1 1/2"=I'-O" SCALE: 1 1/2"=I'-O" 5GALE: 1 I/2"=I'_0" y 9 7495 5aundereville G . Jacksonville, Florida 32244 Phone: 904 777 6556 Fax: 904 '171 7750 3 PROJECT# 514-026 DR4WN: MAB,KLG PROJ MGR: CHECKED: CUSTOM HOME =s SHEET# AP .02 i �4 STUCCO/CV FINISH A55EM13LY LAP 13AKKfEK5 OVER NAILING FLANGE I FIBER6LA55 5HIN6LE5 OVER 30#FELT .%1 UNDERLAYMENT OVER APA RATED VINYL DRIP/WEEP 5CREED ';'` WALL SHEATHING 5TRUGTURAL SHEATHING PRE-ENGINEERED WOOD TRU55E5- 5EE _1 STRUCTURAL AND TRU55 DRAWINGS FOR STUCCO/CV FINISH ASSEMBLY W/ I 15#FELT OVER APPROVED 5PAGIN(5 AND GONNEGTION DETAILS f 5x5 METAL FLASHING HOU5EWRAP o R-38 BATT INSULATION- Q) KICK-OUT FLASHING (SEE OPTIONAL "BLOWN-IN" INSULATION DETAIL) LAP FELT AND HOU5EWKAP OVER © z0 VINYL STUCCO STOP/WEEP PREMANUFAGTURED INSULATION BAFFLE BETWEEN EAGH TR155 12 EXTEND KICK-OUT 2" BEYOND PER EXTEND 15# ROOFING FELT UP WALT.7" TRU55 HOLD-DOWN-5EE 5TRUGTURAL PLAN FASCIA i MIN DRAWINGS BY OT14ER5 A 8.. IW MIN PREFINI5HED METAL DRIP E06E ttl i _ - �; 5 X 5 METAL FLASHING OVER ROOFING i N z ";_I FELT NAIL TO ROOF DECK NOT WALL OVER VINYL FASCIA OVER 2x ( 5UB-FA5GIA-TYPIGAL MIN SHEATHING) 5.. I i 1 ,oma FELT UNDEKLAYMENT i . Cj SHINGLE=:00 NOT NAIL �,` .._�`:,....,�'......,1';...., \ MIN i `'' INSTALL WITH ROOF CEMENT \ . SHINGLE ROOFING i \. i A L DRIP EDGE BOTTOM GHOIRD BEARING `\ ::• MT , KOOF CEMENT V M FASCIA `' �;••. SINGLE ROOFING 2'-0" �< 5/8" 6YP5UM 11) s WALLBOARD OR I/2" GEILIN6 BOARD nn`` i W th { DOUBLE 2x TOP ..nn VENTED VINYL SOFFIT-IN5TALL PER , PLATE-BEARING V MANUFAGIURER51N5TALLATION ` WALL n` NOTE: INSTALL KICKOUT FLASHING AT �- WATER IN5TRUGTION5 i _<D A, 0 BOTTOM OF ROOF&WALL TIGHT SEAL � FRIEZE BD(SIZE MAY VARY PER ELEVATION \\ �U INTERSECTIONS STYLE) ,\ _ PETAIL-YSALLIKICKOUT FLASHINS PETAIL MSALL FLASHI s 1 : NT5 SCALE: NT5 - SCALE R 15 BATT IN50LATION cs W FIBERGLASS SHINGLE ROOFING OVER \\\ LAP SIDING OVER 2 LAYER5 GRADE "D" L� BUILDING PAPER OR VAPOR BARRIER "� • • 15#FELT OVER 7/16"0513 OVER r- '— PRE-ENG WD TRUSSES OVER APA RATED STRUCTURAL 40 IN5TALLSSHINGLE5 OVER FLANGE 5HEATHIN6 ��'� AT HEAD \\t ' 1/2"6YP5UM INSTALL SHINGLES OVER OFF-RIDGE VENT MIDWALL BLOCKING-TYPICAL ;Q,? i WALLBOARD OVER 2x FLANGE AT HEAD .� '? WOOD TYPICAL EXTERIOR WALL ASSEMBLY FRAMING-TYPICAL x •. FIBERGLA55 SHINGLE ROOFING OVER i �. -5EE 5TRUGTURAL ]?RAWIN65 5# FELT OVER 7/16"OSB OVER :: OPTIONAL: LEAD BOOT FLASHING W/ PRE-ENG WD TRUSSES BASE TRIM SELECTED INTEGRAL FLANGE SET IN PLASTIC ROOF BY OTHERS ZED METAL OFF-KIDGE VENT WITH CEMENT — 3/4" TON6l1E AND GROOVE,APA RATED i GALVANIZED 5TRUGTURAL SHEATHING,GLUED d BAFFLE. SET IN P,_A5TIC ROOF CEMENT OR \ OTHERS NAILED TO PRE-ENGINEERED OPEN WEB i FLOOR FINISH I VENT STACK. SEE PLUMBING FOP,SIZE FLOOR TRU55E5-5EE 5TPXTURAL AND ` SELECTED BY SEALANT &L CATIONS - TRU55 DRAWINGS FOR SPACING AND O op GONNEGTION5 PREFORMED FLEXIBLE BOOT FLASHING W/INTEGRAL FLANGE ��.� FIN15H FLOOR i SCREEN SE IN PLASTID ROOF CEMENT •- 10 tr M 43 INSTALL FLANGE OVER SHINGLE AT '� zt O BA 5E ii X10'-1 1/8" - - - '" 15T FLOOR BEARING INSTALL OFF-KIDGE VENT ------ ��' E ..•.- zzLr-/AR (5YP5UM FLANGE OVER SHINGLE AT I \ BASE '�•' GEILIN6 BOARD I/2 ' '� i \\\ WALLBOARD OR " W �; >-�` DOUBLE 2x TOP PLATE-BEARING WALL - - 4 NOTES: NOTES . COP W e K\ 1. INSTALL IN STRICT ACCORDANCE WITH i Q (� O 1. INSTALL IN STRICT ACCORDANCE WITH i i •_ MANUFACTURERS WRITTEN INSTRUCTIONS MANUFACTUKEKS WRITTEN INSTRUCTIONSPLAhi Qb W 2.APPLY ROOFING CEMENT OR SELF-ADHEKING 2.APPLY ROOFING CEMENT OR SELF-ADHEKING i FLASHING OVER FLANGE AT HEAD ONLY ON FLASHING OVER FLANGE AT HEAD ONLY i ` `• jpr L\! b - o -KithG NT �ET AIL VENT STAGK FLASHINS 3/4" TONGUE AND GROOVE,APA RATED :;�ETAIL STRUCTURAL SHEATHING,GLUED $ NAILED TO PRE-ENGINEERED OPEN WEB ; 4] SCALE: NT5 SCALE: NT5 FLOOR TRU55E5-5EE 5TRUGTURAL AND ;. TRU55 DRAWIN65 FOR 5PAGIN6 AND i W CONNECTIONS 1 i '„ I/2" GYPSUM ` WALLBOARD OVER 2x MIDWALL BLOCKING-TYPICAL �� WOOD FRAMING -5EE VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USfNG'WEAVE' METHOD. < STRUCTURAL DRAWINGS BOTTOM PLATE-5EE 5TRUGTURAL i BY OTHERS 1. EXTEND 1 FULL END SHINGLE MIN 12"PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN DRAWINGS BY OTHERS INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION BASE TRIM 5ELEGTED 4" WIDE,SELF-ADHERING,SELF �`� BY OTHERS 2. DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE ` HEALING,WATERPROOF MEMBRANE i v OVER FLOOR LINE JOINT \\\ \ \\ FLOOR FINISH FIBERGLASS SHINGLE ROOFING OVER 15# INSTALL STARTER STRIP PER SELECTED BY OTHERS - - Mac FELT OVER 7/16"OSB OVER PKE-ENG WD .��' MANUFACTURERS INSTALLATION •- " %+ IN5TRUGTION5 D e s n �,\\\ TRU55E5 ��� '� V — — — 2 FIR5T FIN15H FLOOR ii 24"WIDE METAL VALLEY ;\ \\ y�✓� ii SkyMacDesignc�Bellsouth.net \ .' '` x' ASSUMED FINISHED GRADE „ \ -7495 5aun ersvi e G . FLASHING OVER 15#FELT Jacksonville, Florida 32244 \\ �� Phone: 904 '17'1 6336 GONGRETE FOUNDATION 5EE \:'\ \ \ \ X. STRUCTURAL DRAWINGS BY \ �� \\'\\ \ \\\\\\\\\\ Pax: 904 '1'11 YI50 OPTIONAL:36"WIDE SELF-ADHEKING ROOFING OTHERS \\ � \ \\\ \•\'\\:' PROJ T# 914 026 UNDERLAYMENT CENTERED ON VALLEY(GRACE ICE ' \ \ \ \ \ \a\ \:\ \ \ \ \ \ \: :: , "N' N, \\ \� \� \\ \\ \\ \�\\_\\ \ \\ \\\\ ' " \ DRAWN: MAB,KLG AND WATER SHIELD OR EQUAL) DIRECTLY OVER/6 \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ \\ \ \ \ \ \ \� \� GHE KEDR. OSB OVER PRE-ENG WD TRUSSES @ 24"O.C, PRIME 'Xnl' SHEATHING PER MAN U F. INSTRUCTIONS TYPICAL WALL 5EGTION5 4 +, M15G.DETAIL5 PETAIL — VALLE**ro FLASHINS ¢, TYP. 2 STORY WALL SECTION CUSTOM HOME tT 5GALE: 3/4"=1'-O" SHF-ET SCALE: NT5 f s' AP , 5 Yy. � �r s ti. ELECTRICAL KEY I$ SINGLE POLE OUTLET �$ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER I�$�WP WEATHERPROOF DUPLEX OUTLET I- GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET AFCI ARC-FAULT CIRCUIT-INTERKUPTER. HALF-5WITCHED DUPLEX OUTLET ® SPECIAL PURP05E OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR �n 0 220V 220 VOLT OUTLET �t- ® OVERHEAD DUPLEX x WALL SWITCH �? I._ THREE-WAY SWITCH �+4 FOUR-WAY SWITCH p[ R RHE05TAT5WITCH Q I, DIMMER SWITCH IU DM :3 QQ REINFORCED JUNCTION BOX CEILINGI r LIGHT MOUNTED INCANDESCENT RE WALL MOUNTED INCANDESCENT " - - - - - - - - - - T LIGHT FIXTURE - - - - - - - - - - - - - - - - - - - - - RECE55ED INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT F UR BALL - INCANDESCENT LIGHT FIXTURE PC PRE-WIRE FOR WITH PULL CHAIN � / CLNG FAN W/LIGHT \ I EMERGENCY LIGHT '==K"• FLUORESCENT LIGHT FIXTURE \ I I FLUORESCENT LIGHT FIXTURE nn`` \ \ I I WITH PULL CHAIN W O \ \ I I TRACK LIGHT Wt - - - - - - - - - - - - - - - - - - - - - - - -- MASTER® MA57ERTECH SYSTEM HUD ---, i 1 \ \\ 1 I 0 EXHAUST FAN(VENT TO EXTERIOR) S VPWP/GFI I 1 I I EXHAUST FAN/LIGHT COMBINATION VP V (VENT TO EXTERIOR) i �] EXHAUST FAN WITH HEAT LAMP GFI I I (VENT roEXTERIOR) CHIMES m m O "�. • • -�. i4■ moi.■ / VENT TO EXT i i _ / � I I D15p •/ � \ �PB PU5HBq3U7rON5WITCH GFI I / \ ® 110V SMOKE DETECTOR U-W/ V PKE-WIRE FOR -BATTERY BACKUP •— • \ I \ / / \ CLING 40G FAN W/LIGHT \. HD HEAT DETECTOR Ei • ! �„ Co CARBON MONOXIDE(CO2)DETECTOR - `V PRE-WIRE FOR CLING FAN W1 LIGHT IFI I GFI ------ ----J / - I N 1\�r O THERMOSTAT I� _ �._ r Q -�1 TV II QS SPEAKER 3 I PH TELEPHONE I GFI r' PEND,LT \ \ \ \ ' I I /' I N COMPUTER \ FENT TO EXT III / NQ TELEVISION '1 -• - SD CO I ELECTRIC METER o ELECTRIC PANEL CEILING FAN ' / 3 3 - - - - - - 3 (PROVIDE ADEQUATE SUPPORT) SD _—_•�' SD PRE-WIRE FOR F _ - CLNGFAN W/LIGHT i i' CEILING FAN WITH INCANDESCENT I I I .� I I I I m TO SWITCH TO LIGHT •1 I I I I I I / ESD (L113HT FIXTURE PROVIDE ADEQUATE SUPPORT) BELOW I I I I I i i / _ —' —• � '� I I I ,I � � / � ABOVE I I I I I I I I TV GAS SUPPLY WITH VALVE -- — — I L-- I I\ I O w' I I I I I I I I I I \ L005E KEY GAS VALVE 1 1 1 1 1 1 \ ___________ ------ I I I I I I I I 1 II m I I I I I I I I C 220V z I I I H05E BIBS WTH 5HUTOFF ------------ o \ ----------- HB W/5HUi70FF / I 1 J I I PEND,LT °/ _ I I /• �HB HOSE BIBS SD I � x � 1 GFI ��J GFI 1/4"WATER STUB OUT i i _ 4 CO -• - i \ / ,�GDO OUTLET FOR GARAGE DOOR OPENER nn,, S W `, ---------- \ -� 015CONNECTSWITCH V x ZZ SD i ELECTRICAL NOTES: O JOEN '\1 ENT TO EXT 1 1. PROVIDE AND INSTALL LOCALLY CERTIFIED GFI 1 \ 1 \ CH 1 I I \ SMOKE DETECTORS&CARBON MONOXIDE DETECTORS PRE-WIRE FORLA A5 REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION CLNG FAN W1 LIGHT \ \ \ \ \ 1 1 I \ (NFPA)AND MEETING THE REQUIREMENTS OF ALL v 1 \ GOVERNING CODES • 2. PROVIDE AND INSTALL GROUND FAULT NATIONAL ERRUPTERS(GFI)A5 REQUIRED BY `Y` GFI I I \ NATIONAL E!EGTRIC CODE(NEC)AND MEETING ovr I GFI _ _ _ I I \ THE REQUIREMENTS OF ALL GOVERNING CODES. O \ \ \ 3. ELECTRICAL CONTRACTOR TO PROVIDE FI 5TV \ \ I I I \ REQUIRED DIRECT HOOK 2. - - - - - - - - - - - 46. — — — — — — — — — — — \ 4. HVAC CONTRACTOR TOVERIFYTHERM05TAT — — — LOCATIONS. PRE-WIRE FOR - - - - - - - - - - - - - - - - - -�- - \ 5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (LE.FURNACES,AIG UNITS,ELECTRICAL PANELS, W CLNG FAN W/LIGHT I I \ I /' 3 , \ SANITARY SUMP PITS,DRAIN TILE SUMP,AND VENT TO EXT I L WATER HEATERS)ARE FIELD CONDITIONS.RELOCATION DUE i0 FIELD CONDITIONS. \ I i ELECTRICAL 9EVICE5: ABOVE FIN15HED FLOOR: 5WITCHE5 C�R COUNTER •• 48"TO CL WP/GFI WALL OUTLETS OVER COUNTER ... . .' 48"TO CL REMAINING SWITCHES ••• 46"TO CL WALL OUTLETS ••••• ••• 12'TO CL BATH i"ANITY BC�OP OFTOUTLET MIRROR)12 ••.••••••• eel TO GL I I I 1 1 I I I I WATER SOFTENER AND SUMP OUTLETS::: :::••• 48"TO CL TELEPHONE OUTLETS 12'TO CL L — — — — — — — — — — — —r J \ I ( iELEY1510N OUTLETS 12'TO GL — — — — — — — — — — — I I I EXERT a I I \• � I I OR GFI OUTLETS ••• 12 TO GL U "" `„ ALL ELECTRICAL WIRING TO BE IN Ll... ....... - \ / ,— s •. GARAGE GFI(ABOVE GARAGE FLOOR) •••. •••• 48"TO CL �, --_.. _.-._`.: ....... ....... ....... ....... ....... ...... .._... ....... ....._ ....... ..._.. _..... ....... ---._-. ._y...-... ..._.. ....... .... I I I .� � I BASEMENi'YALLOUTLETS 4b"70 CL Mac ACCORDANCE WITH 2010 NEC. PROVIDE ARG FAULT CIRCUIT INTERRUPTERS IN ALL I \ _ _ / I I I I i' FRONT DOOR COACH LIGHT 72"TO CL BEDROOMS PER ARTICLE 21012. - - '_ ' Design 1"` ) GARAGE DOOR COACH LIGHT, I I I I ," y YY^^.. (ABOVE GARAGE FLOOR) ••• •••••• 84"10 GL ��'TO BTM DINING AND 3REAKFA5T FIXTURE OF FMKE ALL ELECTRICAL WIRING TO BE IN - - - - - - - - - - - - E .-- e6°TO5TM SkyMacneSignc�Bellsouth.net ACCORDANCE WITH 2010 NEC. PRO VDE � FOYERAND STAIRWAY FIXTURE ••••• •••• OF TO "1495 Satin erSVl e G . — — — — — — — __ _ _ _ _ _ _ _ _ _ _ _ _ J ARGFAULTCIRCUIT INTERRUPTER5INALL dl - - - - - - - - - - - - - - - - - - - tj MOST, 54"TOCL Jacksonville, Florida 52244 - - - - - - - - BEDKOOM5 PER ARTICLE 210-12. iia DOORBELL CHIME5 ••• • M'TQ CL Phone: 904 'I'I'1 6556 LEVEL W1£) t 96ORDELL5UTTON .......... DR HANDLE Fax: 9O4 �i"f1 �1�150 KITCHEN HOCD FAN"WHIP' 66"TO CL KITCHEN WALL HUNG MICROWAVE PROJECT# 514 026 OUTLET ..... .... 73 TO CL f DRAWN: MAB,KLG KITCHEN 9I5HWA5HER RECEPTACLE ••• •• ••• UNDER OINK KITCHEN RANGE ••• •`•••• 24"TO CL PROD MGR: r CHECKED: KITCHEN RE RIGERA70R •••••••••• 48"TO CL WA5HEK/991EROUTLET 4$"TO CL MAIN&UPPER FLOOR ELECTRICAL PLANS CL=CENTER LINE 1=FIELD VERIFY 2=:,VASTER BATH STANDARD 30"HIGH VANITY TO BERAI5ED4° CUSTOM HOME OOfi ELICIRICAL PLAN MAIN FLOOR ELECTRICAL PLAN- SHEET# 5CAL E:1/4"=1`-0° LALE:114-1 0