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O ZO O WDAPOm D mZD m N p 0 O➢a 2Nz W Df2*t=A v ) JPO \ Z O Z�m N Z N A �C n r o Z Z X O O A O m (P m Z,m f , N N N- 2 n DZj, A Z C ' , fTl n D -i O m Z 0 r O N Z m C N ` UI. y A N O Z m V �I L-1 O0 -1 A T. A DAoz o o A A nz��o� f AD�� lIS 41 I I z to o D o>Mi.o o lam, m 0 Ao � {ONZzm Wo<n 30N331 �� X \ O m y NN A A mZol D 5 x o �N N w D C) �•' IZ-n m =D=��z A Y) >M Q mo m D ovi r.I zvNv �N z J i Oo O r mm { D m A yN'u N^t J zz D = x Z j Z O p r z 0 r O m Z 0 0 S y y- oUl r0) z N m , r00� Z mD N z D C zOZ mA Q� m \ \ m rn I*1 W m N y VI N O 0 r W v z y D 0 3 A O 2 Z A Ul N A m m zv II -loamy n N mm W x mr r z f WO N A DESIGN SPECIFICATIONS: GENERAL NOTES: g• All concrete slabs on grade shall be the thickness as indicated on the drawings over UI < of o Project has been designed in accordance with the 2010 Florida Building ode, 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 BuildingCode, Existing Building as a licabl Architectural, civil (site), electrical, mechanical (plumbing and HVAC),waterproofing, 6x6 W1 Ax1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, g g ( PP ) and flashing requirements are not addressed in these plans. PP g or fibermesh reinforcement shall be used with a minimum fiber length of z1„to 2" - DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per 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. Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type 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 Building Risk Category: II other deleterious material. Structural fill shall be compacted to a density of at least c� Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated n u- � BuildingClassification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary O with termite poison before slab is placed. z = Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during o Wind-Borne Debris: NOT located in the wind-borne debris region construction. � y 9 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be w m compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density - p E Unless otherwise noted, project site considerations shall be the res onsib lit of the 4. The contractor shall verify all conditions and dimensions at the job site prior to - z o m P 1 P Y (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. - _ owner and/or contractor. Examples of such items include, but shall not b limited to, commencing work. QQ_J determination of grade elevations, drainage features,and special requirements 11. The following minimum concrete cover shall be provided for reinforcement: R W n a associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, E 3" Concrete cast against and permanently exposed to earth z m M plates, openings, sleeves, hangers, slab depressions, or other components as may be2" Concrete exposed to earth or weather W > W DESIGN DEAD LOADS: required to attach and accommodate other work. 1 '/z'Concrete not exposed to earth or weather 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 the following The design floor dead load of 12 psf assumes a floors stem utilizing woo decking or and shall be construed to apply to any similar situation elsewhere in the work except 9 P Y 9 9 minimum lengths: o wood subfloorin over wood truss,wood I-joist, or solid sawn lumber framing. The floor where indicated otherwise. Z a 9 1 9 #4 bars: 21" minimum covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be #5 bars: 26" minimum 4 w notified if the floor coverings P s differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor Cl LL #6 bars: 32"minimum N shall contact the Engineer for clarification in cases of conflict between the structural c C w Roofs: drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. E �' Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) Q'i Z e Z Concrete or Clay Tile: 15 psf 8. It is they owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers, chairs, bolsters,etc., necessary to support m W <w Refer to Architectural Plans for Roof CoveringSystem The design of the project structure assumes an allowable soil bearing capacity of z W o Y reinforcingsteel. Support Items which bear on exposed concrete surfaces shall �PVellm Z 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the PP P s - ends which are plastic tipped a1 Ip-S st@p,L. l + Z DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compactions = ,,�' 9,G ��'�. Z Z ■ t z ,,3 a aaaa �- specified in the soils report shall be followed unless more stringent requirements are MASONRY: A, o,�� a a� Z Floors: specified in these plans. HWYU c `'�Exterior Balconies: 40 sf p CONCRETE: General: m c; Exterior Decks: 40 sf Stairs: 40 psf(or 300 Ib point load) 1. All masonry work shall be In accordance with Building Code Require refit;fir p "n 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 Specifications for Masonry Strutt;re� �AC9Yw All Other Areas: 40 psf Structural Concrete,"ACI 318-08,and"Specification for Structural Concrete,"ACI 301. 530.1-08 .>,'' '' 'a Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall �} a conform to ASTM C476 with minimum 28 da compressive strep o� �a W Without Storage: 10 psf Slabs on grade,footings, and misc. concrete: fc=2500psi 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between8°��{$"Y?"!' LL 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 shall conform to ASTM C270 and be Type M or S `Tyke N mortar Ib used a Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) in brick veneer. � v Less than 4:12 slope: 20 psf 4. The contractor shall be responsible for the design and instal( oof a]Lflast g N LL 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates" (ASTM C33) o ; o Concrete Masonry(CMU): rte± ¢ - 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic , Z W DEFLECTION CRITERIA: H material or other substances that are deleterious to concrete or steel reinforcement. "B a 1. Concrete masonry units(CMU)shall be ASTM C90-06B, F.of w Load-BL Walls: ,.s r� rI SCALE: Concrete Masonry Units, normal weight,with a minimum c mpresslve strength E Y,•=ro°Iu.o.N.l Brittle Finish(wind load): L/240 6. Reinforcing steel shall be ASTM A615 Grade 110 unless otherwise noted on the 1900 psi (fm-1500 psi). DO NOT SCALE Flexible Finish (wind load): L/120 structural drawings.All reinforcing details shall conform to"Details and Detailing of ' N THIS DRAWING Floors: Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 8� v RELEASE DATE: 2. All continuous reinforcing steel in masonry shall be lap-spl ed'witfni the fol 08-18-14 minimum lengths: � v REVISIONS: Live Load: L/480* drawings. cn €-4 Total Load: L/240 od #4 bars: 20"minimum ` - 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 I64 , 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"mage mw IJftsP5 DRAWN BY: Total Load: L/180 i t Dern 4. Provide cleanouts per ACI 530.1-08 in the bottom course o mgsonry when the I CHECKED BY: height exceeds 5'-0 a SHEET:JJJ JKH 5. Beam reinforcement shall be continuous across control joints: o e Clay Masonry(Brick): 12. Fasten plies of 1 3/4"wide engineered lumber as follows: WINDOW, DOOR AND SOFFIT PRESSURES: w 2-ply beams with (3) rows of 0.131"x3'/4" nails @ 12"o.c. > o 1. 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 Yd'nails @ 8"o.c. (each side) 1. All window, door and soffit assemblies shall be designed to withstand the design of Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with (2)rows of Simpson 6 3/d' long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's requirements. - 2. Brick veneer shall be anchored with approved ties spaced no more th n 16"o.c. STRUCTURAL STEEL: vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16"in either direction, and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and - o.c. and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). o a. Welded connections: AWS D1.1 N N 3, Strand wire veneer ties shall not be less in thickness than No. 9 gage ire and shall b. Structural steel shapes, plates: ASTM A36 WIND PRESSURES ON WINDOWS, DOORS & have a hook embedded in the mortar joint. Sheet metal ties shall not e less than No. c. Structural steel i e: ASTM A53 or A501 3 O pipe: SOFFITS (psf) 22 gage by 7/8"corrugated and fastened with 1 3/"galvanized roofing nails. d. Structural steel tubing: ASTM A500 y 0 Adjustable or strand wire veneer ties shall be used at CMU walls. w E~ 2. All structural steel connections and fabrications shall comply with AISC specifications, AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) o o m 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be sed for Pos Neg Pos Neg Z supporting brick veneer over openings. This angle will not be re uire for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 3 4) R windows where brick is self-supporting. If the length of the opening a ceeds 6'-0"then 0 to 20 sf 24.4 -32.7 24.4 -26.5 rn 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 20.1 to 50 sf 23.4 -30.4 23.4 -25.5 - z > M 50.1 to 100 sf 21.9 -27.5 21.9 -24.0 w W o.c.or Simpson/4 x 3 SDS screws @ 12"o.c. shall not be used. G9 �R 100.1 to 200 sf 20.7 -25.51 20.7 -22.8 m W v a WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 200.1 to 500 sf 19.7 t- -23.2 19.7 -21.7 Soffit Design Pressure 24.4 -32.7 24.4 -26.5 a 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 Base Design Pressure 20.70 GCpi = t0.18 � Z 01 (NDS)for wood construction,"2005 edition. to painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". ' Z 2. All wood members exposed to weather or in contact with masonry, co Crete or soil 7. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel € N o shall be treated with an appropriate preservative suitable for the expoE ure conditions. surfaces exposed and visible to the exterior of the structure. _ Z m ` 3. If ACQ treatment is used on any wood member, then all nailing shall require 8. Field touch-up after installation where required to restore final finish. z Z P 5 w o a hot-dipped galvanized nails meeting ASTM A153, Class C, or ASTM 695, Class 50. TYPICAL EDGE STR, O W¢ o If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: ZW Z 4. Prefabricated wood trusses shall comply with NDS and "National Desi n Standard for 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, TYPICAL INTERIOR ZONE(4) �.�`4G�t G o '' Metal Plate Connected Wood Truss Construction (ANSI/TPI 1-07)." United Steel Products(USP), or Engineer approved equal. '`� `>•''' i 5. All trusses shall be designed b the Truss Manufacturer's registered Engineer. - 's 9 Y 9 9 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM �j E pt M F1554, Grade 36. I = Q, W W! B 6. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load3. All metal connectors and hardware which are exposed to the exterior or in contact capacity of the truss to truss connectors, and the manufacturer's licen e to fabricate with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per '• �fi`" trusses utilizing the connector system proposed.The contractor shall E pprove ASTM A153, Class C, or ASTM B695, Class 50. fabrication and installation drawings showing size, shape and layout. 4. Anchor adhesives shall be either SET-XP or AT-XP b Simpson Strong-Tie Tie with �"'till Y P g- ( 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. 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened I _ m to their supporting walls or beams with metal connectors as noted in t e Truss o N _ pP 9 ROOF COVERING: I o Q o Connection Schedule. 1. The contractor shall be responsible for the design and installation of the roof covering LL 9. All gable ends shall be balloon framed or braced in accordance with the applicable system. detail as shown in the structural drawings. 3 SCALE: 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the o Y4°= -o°(u.o.N.) 10. Guardrails, handrails, and guard in-fill components Balusters and Pan I Fillers shall DO NOT SCALE g P ( ) manufacturer's requirements. be provided by others. THIS DRAWING D RELEASE DATE: 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation 08-18-14 11. Engineered lumber LVL, Parallam or LSL shall meet the following mi imum material REVISIONS: g ( ) 9 Manual,"and the manufacturer's requirements. 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 deign 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 _ DJM and valley material. grades of visually 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 JJJ-JKH Southern Pine Inspection Bureau (SPIB). a SHEET: S�2 z > >i =DENOTES TWO STORY o FOOTING CONDITION 94'-92 _ 28'-7" 12'-9" 241-7" 28'-102' € v c Z � m o Q v Cn N J o a a E p o m Pr — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ cv f'"": �I - � Q m - - - - - - - L- - - - - - - moi T - - •.� ::: ::: Z •L Q o I = wLL W� z �:•:•::•..I B " I H � IyA B O . 2148" � SD-1 J �':'::: SD_2 SD 1 SD 2L..—..—..—..—..—..—.. ......—..—..—..—..—...—.� ( I Z o zv- SD 2 I �'':`•:J n n I;;.::::I I I �5J MOR, .................... ............................................................ .............. M E o C11 2ZLu m RECESS ..... co I I H N Z — — — — J SHOWER SD 2 F >W Z 1 �z U SD2 co 4'0" M J - - - - - - - J......L - - - - - - - - ................................................... .. _w Q I I B R J 30"x 30"x 1 "PAD FOOTING WITH(3)#5 EACH WAY SD-1 SD- (TYPICAL OF TWO) ��l/ - "� `+ `� SEE DETAIL"P"ON SD-2 z o I I 1„ �� � I I I I 2 5'0" 10'1" 5'9" 11'_4° 2'8' 24'-32 } o Y r� rrr o ci M �1 u•�< 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF I I ��N I o a z o '''•,,`��y�`" `� PT#�t����,•``� I I OR FIBERMESH OVER 6 MIL VAPOR BARRIERco g I I CJ N SD-2 COVERING CLEAN,COMPACT,TREATED FILL. J N I p oo J _ o :777SD-2 p w w 0 m ¢ pu_r I K - z I L � SD-2 0 LU � I o L - - - - - X a 76 — ---� � I— — I ¢ o CJ - Y _ o — — e SLE: (U.O.N.) — — — — — — — 14'-8" 8'-3" 5'3"— T-10" I I — — — — — DO NOT SCALE THIS DRAWING - — — L - - -- - - - - — — — — J I `r RELEASE DATE:— — — — — — — — — — — - - - - - - —� OS-18-14p t REVISIONS: — — — — — — — — — — — — — — — — =r — — — — — — — — — — — — — CJ=SUGGESTED CONTROL JOINTS N r 1 LOCATIONS(SEE DETAIL"T"ON SID w 36'-0" J 23'-11" °' ` 24'-4" _0 T 22' 94'-92" DRAWN BY: OONTRAtTOR SHALL VERIFY ALL DIMENSIONS - °J"^ USING FINAL APPROVED FLOOR PLAN PRIOR CHECKED-J H FOUNDATION PLAN G SHEET: TO CONSTRUCTION. ry S-3 THREADED ROD LEGEND: NOTES FULL HEIGHT WALL SHEATHING 3 /"THREADED ROD FROM FOUNDATION TO DOUBLE of ° o) ° 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 PLATE.(4"MINIMUM EMBEDMENT REQUIRED) STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1,48"-U.O.N. O° _ %"THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP T010'-1%" U.O.N. = HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE E 0 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.O.N. y �v NOTIFY ENGINEER OF ANY VARIATIONS. v I �+ h _ N7 N TYPICAL ALL v SD 5 EXTERIOR WINDOW AND _ R NOTE: E cu DOOR OPENINGS EACH EXTERIOR POST SHALL BE TREATEDO =o m 6x6 POST ON ABU66-Z POST BASE.STRAP M I HTT5 I� POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP Q m cn (2)2x12 PORCH BEAM TYPICAL) OR(1)MSTA24-Z. J L Q HOLDOWN = = = =� _ = = = = = 9= = = = - r HTT5-KT I TYPICAL ALL POSTS-(U.O.N.) a J y w HOLDOWN .. " I Lu Lu �" III SD-7 HTT5 HOLDOWN III SEE DETAIL"F"ON SHEET SD-7rE Z w w o CO w Y I HTT5-KT = III Q(3) :gD=\\ III CONSTRUCT USING APA NARROW WALL Lu ¢ IHOLDOWN N _ METHOD WITH HEADER CONTINUOUS ACROSSZi ¢ z = r -N RETURN WALLS(SEE DETAIL"A"ON S-8) o ..... wz III o N N I SOLID BUILT-UP •.• I z of 3 o HTT5 HOLDOWN- L P 0 ......... I CORNER(MIN.) z wI III E o :,, ...... UNDER WINDOW 0 = III U-1 J HTT5-KT SILL _�L SHEARWALL LEGEND: HOEDOWN RODS @ 48"O.C. AX. I RODS TO SOLE PLATE ::::' III E r-{z Y AT SECOND FLOOR :: .... ' C' �i o THREADED ROD ADJACENT ABOVE @ 48"O.C. I HTT5 HOLDOWN- co I I � :; ; = z a z c� NON-BEARING WALL v W o � — AT KING STUD POST - �'w 7-TO PORCH BEAM = o : HTT5 ' '"� 1 ul W N '0,-, — — —/�' (4)2x6 BUILT-UP- (D H L OWN �� '" o w� O = BEARING WALL a o SW-3 HTT5 HOEDOWN �r z o t--1 Z Z E POST(MIN.) IF� I (5)2x4 BUILT-UP \ UNDER WINDOW w III SW-6 � �< � z SD-7 EGQ2POST(MIN.) _ SILL F 3 I j Cc _— — o = SHEARWALLS FASTENED WITH�� III HTT5 —_ — HOLDOWN — — _ 8d COM 0.131"x 2/z" NAI III SW 3 SOLID BUILT-UP 4u —. `LUC210-2 ( � ) �� `t 6"O.C.ON EDGES ANDr . o T�J`i ori' CORNER(MIN.) / ON INTERMEDIATES 11�PORT,,& III J 2x4 STUDS 12"O.C. �' ': > I @ HTTS7 HTT5 HOLD _SW-3— �/� HOEDOWN 0 Y o = SHEARWALLS FASTEN YVFLFi r d o px, III ) SOLID BUILT-UP c ¢ U) •? M ' LSTA18 AT HEAD-R: I (MIN.) = 0 8d COM(0.131"x 2/_NAI` p' or III : CORNER MIN. z 3"O.C.ON EDGES A TO JACK I N o ¢ 0 �, :, :.• ¢ ON INTERMEDIATE sP�oRT} mIII I FALSE WALL FRAMED��' z o w SBS = SHEATH BOTH SIDES w'ar�l,�'�..,, III I FOR OFFICE SPACE Q o AT INDICATED SHEARWACk.,,� �� � III I I 0 NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6" (NON-BEARING) z �' IN O9 E w c/3SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER c M o o Y Q ¢ DETAILS"N'&"B"ON SHEET SD-3-U.O.N. t w LL o - �II SOLID BUILT-UP I : ~ J ¢III . "" ••" "•••••CORNER(MIN.) I $06 = N = Z FRAMED HEADER LEGEND: Z WOOD ? SIZE ¢ oN - Lu Y LL 5 NOTE: Y0 p OF HEADER a III o (2)2x6 BUILT-UP-/ I x 0 THIS OPEN PORCH CEILING REQUIRES A c NI- aIII s w POS (MIN.) w SCALE: _ Lu (2 2x_HEADER N MINIMUM Y8"SHEATHING.FASTEN WITH 6d III o %°_1'-0"(LI.O.N.) COM OR BOX NAILS AT 6"O.C.ON EDGES III I _J _K DO NOT SCALE M III AND 12"O.C.IN THE FIELD. N `� (2)JACKS THIS DRAWING VIII: MIN. :: I QUANTITY UANTITY G RELEASE DATE: 74� OF JACKS OF KING STUDS 08-18-14 GARAGE DOOR NOTES G REVISIONS: (2)2x12 PORCH BEAM(TYPI AL) E CONT.(3)SPANS NOTE: = HTT5 1. INSTALL(�MSTA30 STRAP AT EACH END NOTE: SD-7 (2)2x6 HEADER HOLDOWNOF GARAGE DOOR HEADER.NAIL STRAP ALL WOOD FRAMED LOAD BEARING HEADERS - -EACH EXTERIOR POST SHALL BE TREATED 2 J 2K INTO HEADER AND CRIPPLES BELOW. SHALL BE MINIMUM(2)2x6 No.2 OR BETTER 6x6 POST ON ABU66-Z POST BASE.STRAP - SYP.ALL EXTERIOR HEADERS SHALL BE POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP 2. EMBEDDED STRAP AT EACH END OF GARAGE INSTALLED WITH MINIMUM(2)JACKS AND DRAWN BY: OR(1)MSTA24-Z. DOOR OPENING SEE DETAIL"F"ON SD-1 (1)KING STUD AT EACH HEADER. ALL DJM TYPICAL ALL POSTS-(U.O.N.) SEE DETAIL"F"ON SHEET 5D-7 3. EACH GARAGE DOOR SHALL BE RATED FOR A INTERIOR LOAD BEARING HEADERS SHALL BE m CHECKED-J JJJ-JKH MINIMUM DESIGN PRESSURE OF 24.5 psf± INSTALLED WITH MINIMUM(1)JACK AND SHEET: WALL LAYOUT-FIRST FLOOR (1)KING STUD.(U.O.N.) o —4 A 4 THREADED ROD LEGEND: NOTES: m FULL HEIGHT WALL SHEATHING _ %"THREADED ROD FROM FOUNDATION TO DOUBLE oI o o) PLATE.(4"MINIMUM EMBEDMENT REQUIRED) 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 O = %"THREADED ROD FROM FOUNDATION TO UPPER FLOOR STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1%"-U.O.N. - DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 m 0 ❑ = HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1%"-U.O.N. O E LL 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.O.N. Q v NOTIFY ENGINEER OF ANY VARIATIONS. 9 Z 0 c CONT.(2)SPANS CONT.(2)SPANS NOTE: y LLJ v THIS OPEN PORCH CEILING REQUIRES A (2)2x6 HEADER (2)2x6 HEADER MINIMUM Y8"SHEATHING OR 1x6 T&G. a F" E ��cN chl� 2 J 2 K 2 J 2 K FASTEN WITH 6d COM OR BOX NAILS AT = m 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD. o }O I 3 Q 4) M I `' _ — 2 2x12 PORCH BEAM TYPICAL NOTE: it (2)CS16 co — — — — —� — — — _�— = = — EACH BALCONY POST SHALL BE TREATED _ /(2)JACKS (2)JACKS) I 6x6 POST STRAPPED TO FRAMING BELOW e a chly� I (MIN.) (MIN.) WITH MSTA36 Z STRAP.STRAP POST TO W-' TENON DETAILS :: BEAM ABOVE WITH(1)H6-Z CLIP OR (1)MSTA24. ~- co I III TYPICAL ALL POSTS-(U.O.N.) W Eo 0z Z� wa-UJ IF Lu co U)) 1a :. Lu SIMPSON SDWC 15600 < = I H .. (2)MSTC66 STRAPS BETWEEN I_ I M SD-4 II SHEARWALL LEGEND: E Z? Y SCREW BEAM TO RAFTER 7 I SD 4 FLOORS ALIGNED WITH HOEDOWNS ,I m z o z SIMPSONSDWH 10"LONG / I ::::::: : """"""" :: "' � BELOW;:ATTACHTOUPPER AND I� �' = NON-BEARINGWALL wo az - >w SCREW IN� : I 2 C$16:. LOWER STUDS WITH 27 0.148"x 3 W¢ o :.(.)..... .. ..... ( ) 4 N Z U { NAILS AT EACH END-(54)NAILS TOTAL. O BEARING WALLcl 9 z 4'POCKET HOLE-PLUG 4x8 TF3.� TED I ;; .. INSTALL(1)STRAP ON EACH SIDE OF z WALL ) _ = = = SW-6 ZD �� AFTER INSTALLATION �_ 1"OAK DOWELS I (INTERIOR AND EXTERIOR II —W— — ' I"OAK DOWEL LI — 0 = SHEARWALLS FASTENED wwt1100u 16 0 `\' °` 5.. - -- - -- -- -- - - - - - - - -- - - - -- - 8d COM(0.131"x2X')�tF�� 4x6 TREATED g x 9"HDG LAG SCREW � P 6"O.C.ON EDGES A b _ „ n CS16 BETWEEN N TYPICAL ALL SW-3 ON INTERMEDIATE P°�TS.� c� R MORTISE AND TENON 04 FLOORS TO — — SEE DETAIL THIS SHEET DECORATIVE SD-5 EXTERIOR WINDOWAND ° r'T'�u ,— � ( ) / GIRDER BELOW DOOR OPENINGS SHEARWALLS FSS I, ITH 3"x3"TREATED) NON-STRUCTURAL @ 48"O.C. 8d COM(0.131"x�'/z"1 JAWS @ M / MEMBER 3"O.C.ON EDGES DSA,-D.C. p 46 TREATED) ON INTERMEDIAT• 6JrtPRTS.Z 2'OAK DOWEL MORTISE AND TENON SBS = SHEATH BOTH SIDE A t -Q 5ix 9"HDG LAG SCREW WALL LAYOUT-SECOND FLOOR AT INDICATED SHEAR�/t,� rj-° ° P (SEE DETAIL THIS SHEET) �— =rte$ �u � POCKET HOLE WITH WOOD PLUG�; ` ; NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6�'� Npmn 'T o SHA NAILEDL BE DETAILS"A&'B"ON SHOSHEET SD-3P AND B0TTOM PER U.O.N. c Z LL q = WOOD FRAMED HEADER LEGEND: o Q o SIZE Y a73 OF HEADER - 3 2 2x_TUANTITY SCALE: GV J DO NOT SCALE THIS DRAWING QUANTITY RELEASE DATE: OF JACKS OF KING STUDS 08-18-14 t REVISIONS: I NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS - 2„ SHALL BE MINIMUM(2)2x6 No.2 OR BETTER r SYP.ALL EXTERIOR HEADERS SHALL BE INSTALLED WITH MINIMUM(2)JACKS AND DRAWN BY: 6' 1 (1)KING STUD AT EACH HEADER. ALL - DSM INTERIOR LOAD BEARING HEADERS SHALL BE m CHECK jD-J DETAIL-STRUCTURAL BRACKETS H A s-s INSTALLED WITH MINIMUM(1)JACK AND SHEET: (1)KING STUD.(U.O.N.) o S-5 0 L 0 J w c0 z ¢ O > O V � Z O E O C 3 O o LL cn L) oa m 2x10 TREATED LEDGER WITH(2)4'x 4"SDS to p C) SCREWS @ 24"O.C.(EACH FLOOR TRUSS) a = v flFl fl rl CJ01 0 09 ;:Dog E..� .. LL ET. (31 A 3 FT N V LL N M �L70 LL (3 0-1-(20> i T ui� z� wJ o w �1 o j HUC210-2 HANGER DIRECTLY a o 0 =i— TO END OF TRUSS(NO LEDGER) z o ca•• ZD FTO (3L FT03' 7- t N Ll :X � w S 2x10 TREATED LEDGER WITH(2)4'x 4"SDS t N v 4 0• j7 ...... ::: I SCREWS @ 16"O.C.(EACH TRUSS WEB) € o LLJ zm v03' o I--i H S24 �I ••::' 2x10 TREATED DECK JOISTS @ 16"O.C. z o z CJo1 02 S II TAPER UP TO 2"(TYPICAL) "y."N jZ Ute' C01 LL v f-1 o Z . ISI _ CO � f ,�ttttusftttultl 5, r � Z z f III O G a '� , CO I I P-,nJ LL0 11 11i _—V 7771 Boz ii NOTE: LL'0 �1 = _ �= III I2x8 EDG�R WITH(2 a x z" Boa i 1 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERI�R�[ co + ' Lu = SDSI SCREWS 24" .C. i i SIDE OF THE WALL. a (EA H FL?OR FdUS ) i B04 ;; TRUSS CONNECTOR SCHEDULE p(Asc� o II TRUSS ID LEFT INTERMEDIATE''%v' 1 T MG02 MSTA24 �'' � • ��'���+ .iW LL III � o 11 i f��fffplill tl � 'vt II o� i i ALL TRUSSES H2.5T H2.5T H2.5T II 02 OR OR OR SDWC 15600 SDWC 15600 SDWC 15600 03 o " t NOTE: J �" IIMO4 o 1)ALL TRUSS CONNECTORS ARE BASED ON ::: Bos A UPLIFTS COMPUTED BY ENGINEER OF RECORD. ¢ o II o5 — -- ---- UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS II�J07/a •• M cJo1 1 S-5 SHALL BE DISREGARDED. J05A STA2 j j �� SCALE: II col 4 III j o ti�o� 2 THE TRUSS LAYOUT AND NUMBERING SYSTEM E %"=r-o^(u.o.N.) ill U ? ) DO NOT SCALE f03g SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. THIS DRAWING I� Q M EJo 3 Mo j U— Mos •. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR RELEASE DATE: m o 0 0 Mp (31 0 02(2 A02 3 p'�' o 0 J APPROVAL BY THE ENGINEER OF RECORD AND THEci( 08 d REVISIONS:1a — j �� _� c� — _ � =h ........ . �, m � } CONTRACTOR. 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED --2x6 LEDC ER WITH(4)0.131"x 3%", v AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR NAILS @ 6"O.C.(EACH STUD) APPROVAL OF THE ENGINEER OF RECORD. - MINIMUM(4)NAILS REQUIRED AT EACH SIL E OF TRUSS MG04. = DRAWN BY: 4) HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE DJM INTERIOR SIDE OF WALL. CHECKED BY: JJJ-JKH ROOF TRUSS &FLOOR LAYOUT 5) SEE SHEET SD-7a FOR INSTALLATION DETAILS a SHEET: WHEN USING SDWC 15600 SCREW S-6 0 o J w � zI ¢ Z 6 Z � � O E E U a (2)H2.5T TYPICAL OVERHANG 3 O SEE"B"ON S-7 48 BEAM J d v N U p fn O 00 y o - ----- ------------ ------- -- M � In M 1C ___6_ I CJ 1 v v U U - - U I I a LL J03C C SCI moiCJO�i4 I J W p J05C ^ I N a j II _ 01 i= z a 48 BEAM q W E- C, .. ... ^- 1. TYPICAL BRACKET w W I; SEE"A"ON S-5 E f �z oY Q z :. i J05C W N � :y.... i� z Lo N L '' f I I ,11{1111101111 1. T O W I`` J03 U U F0 11 > JO"1 � �a�v� CJ 1C to N M •. FO [� M II efty �i�� o N _ h o o o f v' — — = y I ATTACH CANTILEVERED, ✓,•' _ I�/ r j I W-{ HOLD TAIL EXTENSIO v I lG �! BEAM WITH(2)SDWHLL DOWN - ( ) � 2 US �(2)H2.5T 4x8 BEAM TRUSS ��ir al • .. ..., EXTENSIONS LONGER THAN 30"ARE 'O gr4y� FL!it�+ w SUPPORTED BY BEAMS ON nirulll c BRACKETS NOTE: NOTE: * H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR 1)ALL TRUSS CONNECTORS ARE BASED ON M o . UPLIFTS COMPUTED BY ENGINEER OF RECORD. r W OStiI —2x8 RAFTER TAIL SIDE OF THE WALL � j UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS J TRUSS CONNECTOR SCHEDULE SHALL BE DISREGARDED. F a o LL r TRUSS ID LEFT INTERMEDIATE RIGHT a E07 (2)H2.5T (2)H2.5T 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM �. NAIL TO TOP CHORD WITH 0.131"x 3" SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. B NAILS @ 6"O.C.STAGGERED ALL TRUSSES H2.5T H2.5T H2.5T DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR o %°=1'-0"(u.o.N.) NOT SCALE ADD(2)0.131"x 3"NAILS OR OR OR APPROVAL BY THE ENGINEER OF RECORD AND THE y DO THIS DRAWING SDWC 15600 SDWC 15600 SDWC 15600 CONTRACTOR. RELEASE DATE: 08-18-14 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED v REVISIONS: AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR - APPROVAL OF THE ENGINEER OF RECORD. B DETAIL-RAFTER TAIL EXTENSION 4) HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE _ sa INTERIOR SIDE OF WALL. DRAWN BY: DJM 5) SEE SHEET SD-7a FOR INSTALLATION DETAILS CHECKED BY: WHEN USING SDWC 15600 SCREW JJJ-JKH SHEET: ROOF TRUSS LAYOUT ®T 0 0 J � O � E E U 3 � J o F- 4) t) w E m o O m J = U MSTC66 STRAP BETWEEN MSTC66 STRAP BETWEEN FLOORS.INSTALL ONE AT FLOORS.INSTALL ONE AT s Q N EACH SIDE OF WALL. \ EACH SIDE OF WALL. (2)TOTAL EACH SIDE OF (2)TOTAL EACH SIDE OF 9 QM OPENING. OPENING. a IIL Q F wJ CONTINUOUS HEADER CONTINUOUS HEADERo FLOOR SYSTEM w s a DOU 3LE PLATE DOUBLE PLATE - F-1 mE a v�Z FASTEN SHEATHING TO H--ADER 3 T� IN 3"GRID PATTERN AND F kSTEN FASTEN SHEATHING TO HEADER1V� o SHEATHING TO ALL FRAMING @ 3"O.C. IN 3"GRID PATTERN AND FASTEN lam-I w w USE 0.131"x 2Y"NAILS AT ALL LOCATIONS( .O.N.) SHEATHING TO ALL FRAMING @ 3"O.C. USE 0.131"x 2Y"NAILS AT ALL LOCATIONS(U.O.N.) A W z g z (2)2x12 HEADER (2)2x12 HEADERo za 2 m U ° \\\y11/\ff(Ii�111/1i1�1ff1 7 _�y1 O= z o \\\\\\ Y�l�J _ ( •Yji CZ7 (2)MSTA30 STRAPS (2)MSTA30 STRAPS FASTEN PLATE TO f EADER�-°°° °°s ° ° FASTEN PLATE TO HEADER y 11l M a w/(2)ROWS OF 0.131"x 3 A" 3"O.C. ° MINIMUM(3)STUDS MINIMUM(3)STUDS— °° °�° w/(2)ROWS OF 0.131"x 3'/a"@ 3"O.C. z Y U (cl L-a VJp N ID MINIMUM(3)STUDS DOUBLE SIDED SHEARWALL G ° MINIMUM(3)STUDS �� •°�'a N _ a (AS NOTED ON S-4) '%2 '%2^ RATED SHE THING RATED SHEATHING NOTE:SHEATHING ONLY SHOWN FOR NOTE:SHEATHING ONLY SHOWN FOR° NAIL BLOCKING TO ETHER ° NARROW WALL SECTION. NARROW WALL SECTION. -NAIL BLOCKING TOGETHER o wl(3)EVENLY PACED w/(3)EVENLY SPACED = REMAINING SHEATHING NOT REMAINING SHEATHING NOT w LL - t 6 a D 0.13"x 3Y" ° ° SHOWN FOR CLARITY. SHOWN FOR CLARITY.°° °° 0.131"x 3'/a" z °' HTT5 HOLDOWN ROUND- --HTTI HOLDOWN AROUND ORNER \, CORNER F o LL HTT5 HOLDOW m � � a zz EPDXIED ANCH R BOLT HTT5 HOEDOWN- 1 X EPDXIED ANCHOR BOLT 3 w/(7)MIN.EMBED ENT w/�' ° j° °mow/(7)MIN.EMBEDMENT w/ SCALE: MINIMUM 2"x2"x%6" ° MINIMUM 2"x2"x%6" E NTS PLATE ASHER / CONCRETE FOOTING \ I ° PLATE WASHER _ DO NOT SCALE b PER FOUNDATION PLAN 1 THIS DRAWING 1 ° v RELEASE DATE: °9 e 241 i 08-15-14 it a II° ° a a a a a as a II li a REVISIONS: Qq a a a ° a 4, - c1° a a a ' a '4 a J. 4 d a a a a a �' a c' 4 cl ' JJ sDRAWN BY: DJM CHECKED BY: A DETAIL-FRONT WALL OF OFFICE JJJ-JKH S-8 = SHEET: © 8 BRICK VENEER WITH 1"AIRSPACE w ao AND WALL TIES -BRICK VENEER WITH 1"AIR -(1)#5 CONT. of o of SPACE AND WALL TIES CONT.FLASHING;PROVIDE WEEP HOLES -FILL JOINT WITH ELASTOMERIC SILL PLATE @ 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER N - SILL PLATE- GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33"O.C. CONCRETE SLAB z HEIGHT OF CURB VARIES(8" CONCRETE SLAB 0 GROUT AIR SPACE BELOW � 6"MIN. MAX.) co SILL FLASHING FLASHING GRADE CONCRETE SLAB N PLATE /\'\/\ LL \ \�\\j\\ Z CONCRETE SLAB //V/�, �. - GRADE - VAS VA VAA VAS _ 2 Vv VA/vA% r(1)#5 CONT. %/\///V�!//� /// ` /� e .- GRADE8"CMU STEMWALL WITH 1 #4 48"O.C. N z�'�AA%AA% O @ 8"CMU STEMWALL WITH(1)#4 48"O.C. HE � ; /' q v� /j�/j AND IN EACH CORNER. _ yv/j�//�< •° ��/� r -r c @ - C' COI\ _ O'\ ° \/\\/` AND IN EACH CORNER. 4 < _ • vii/ FILL CELL SOLID AT EACH#4 REBAR. -- /v/v/ /v / 1 \ V/ i/, . o o z %j\j% �A/////r /% HOOK REBAR 12"INTO UPPER COURSE \�ii�VAj/AA//A%�/AA/� W V _\\ • \\ FILL CELL SOLID AT EACH#4 REBAR. OF BLOCKS AND 6"INTO FOOTING. 0 d u HOOK REBAR 12"INTO SLAB AND 6"INTO Ar:A//v/�� lv w�iw/ - \ \,\\\\ \/ / \/ 1-0" ONE STORY 2 #5 CONT. Z E d //A /// / / / / �/ � 6" vwv/ FOOTING. v� j/ / -1 1-4 TWO STORY-(2)#5 CONT. - p Z m 6". 5 V-8" ONE STORY-(2)#5 CONT. 3 ~ 1'-8" ONE STORY-(2)#5 CONT. 1'-5" ONE STORY- 3 #5 CO T. TWO STORY-(3)#5 CONT. V-9" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. 9 Z L d � M A SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE ° W SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. w �./ o- ti z or CONCRETE SLAB l m w SILL PLATE�', 1i € tiJ N o CONCRETE SLAB `' SILL "" w z PLATE CONCRETE SLAB I I H \ \ \ \ -o GRADE CONCRETE SLAB o a r GRDE- EI tGRADoGRADE z o #5 CONT. w �v �� �vv r�v � —--- v z STEMWALL WITH 1 #4 48"O.C. / ��� i/ / //r� �j (1)#5 CONT. 0 0 \ rAA O @ z rAA 7/, AAA/A jq o AND IN EACH CORNER. _ ,/jAAi j/VA�Aj' o /��VA/AA ° o jA�/VAjVv, ADD 8"x 16"CMU TO INSIDE OF ��-�� \; °' �� j�A,A�:�` ,+�i'*• {j ''�a,,� \ • A _ • /// FILL CELL SOLID AT EACH#4 REBAR. / \'/\//\/� o!\\// //\\r\ STEMWALL AT POST LOCATION Cj >„ \ \/\ i \/j \ • y/\ \ ////\//\j//\// � V\\ Vv VA VAS/ HOOK REBAR 12"INTO SLAB AND 6"INTOA,,�AA�AAVA/vA��� ���� WITH(1)#4 VERTICAL IN EACH v%V!� .w/� .'✓,•''� _ F J� ; FOOTING. x�A \jAA�VAjv� 6 1_p ONE STORY-(2)#5 CONT. /r\ \/\/\\/\\�//_ (AS NOTED) REINFORCEMENT(AS NOTF�D)•Z.' 1'-8" _ ONE STORY-(2)#5 CONT. 1'4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) 1 }v ; LLJ r 1'8" TWO STORY (3)#5 CONT. = - - SECTION -STEMWALL SECTION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT PORCH THICO. p'EDE �1 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTTl ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ''�., .y .... °� BRICK VENEER WITH 1"AIR SPACE **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2) AND WALL TIES - -CONT.FLASHING;PROVIDE WEEP HOLES - STHD14 STRAP NAILED TO @ 33"O.C. -BRICK VENEER WITH 1"AIR SPACE AND a _ GARAGE DOOR POST. _ M cn PA51 STRAP NAILED TO GARAGE Z v L El! GROUT AIRSPACE BELOW FLASHING WALL TIES J EMBED STRAP INTO FOOTING X ¢ uu)) DOOR POST.BEND STRAP INTO AS SHOWN. T H CONT.FLASHING;PROVIDE WEEP z u- o o (1)#5 CONT. 2F O FOOTING AS SHOWN. Z SILL PLATE / HOLES @ 33"O.C. o ¢ Z — I o o LL 0 Lu FILL JOINT WITH ELASTOMERIC ' 6"MIN. GROUT AIR SPACE BELOW FLASHING _ JOINT FILLER ? w - a SILL ❑/ HEIGHT OF CURB VARIES(8"MAX.) ^= Y u- cD PLATECONCRETE SLAB #4 WITH 6"HOOK INTO FOOTING E _ SCALE: CONCRETE SLAB = GRAD L� AND BENT 12"MINIMUM INTO c c DO NOT SCALE GRAD __I, /\\ \\\\j\\ THICKENED EDGE. < THIS DRAWING v RELEASE DATE: 8'CMU STEMWALL WITH(1)#4 @ 48"O.C. q z wv� /vvj� r- GRADE 08-18-14 AND IN EACH CORNER. _ �� \\` •� °. °•a 57 \//\\/r 77j, - REVISIONS: a FILL CELL SOLID AT EACH#4 REBAR. �q // ////`j/ /,//�� GRADE OF BLOCKS AND 6OOK REBAR 12" N NOTO FOOTING.UPPER OURSE 5' \ \\\ , \ J \//\ _ _ s /j 1'-5' ONE STORY- 3 #5 CONT. %�//V % ' ', y, - r �L� 'v;v ivvivvvivvivi ivvivvivv vv` yvv N' -81, 1'-8" ONE STORY 2 #5 CONT. 1'9" TWO STORY-(3)#5 CONT. !iw/wv, /ivv/ivv/ivv /ivv/ivv�� !iw !��/�w// %v!/vv/v vv/ivv/wv, / F O 6.. 1'-8" TWO STORY-(3)#5 CONT. DRAWN BY: DJM CHECKED BY: C SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION (STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC JJJ-JKH SHEET: SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT N S®� ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 0 -L- _—SHOWERAREA 6 SHOWER AREA �- _I �� - 2O MSTAM36 Z STRAPS QI <aMONOLITHIC FOOTING ofQ -NAIL EACH STRAP TO CRIPPLE STUD rte-8"CMU STEMWALL WITH(13)10d COM NAILS 3"MAXIMUM OVERHANG FORM EDGE (OPTIONAL) z FASTEN STRAP TO FOUNDATION _ PLAN VIEW PLAN VIEW CONCRETE SLAB WALL WITH(8))/4"x 24"CONCRETE m SCREWS INTO MASONRY OR N (8)'44"x 1 a"CONCRETE o SCREWS INTO CONCRETE. p CONCRETE SCREWS SHALL BE v POWERS"TAPPER"WITH PERMA-SEAL GRADE v J (1)#4 CONT. r\ \ \ j/\(1)#5 CONT. 3 6"MIN. /\` \jj\\> l FINISH OR EQUAL. Q a HEIGHT OF CURB VARIES /\\/\\/\\ 8 CMU STEMWALL WITH(1)#4 @ F- V \//\//\//\ _ STRAP SHALL BE COVERED WITH W c s SILL SILL (1)#4 CONT. \ /\\/\\/\\48"O.C.AND IN EACH CORNER. PLATE CONCRETE SLAB PLATE 4 0 vv. �A/Vv/' FILL CELL SOLID AT EACH#4 �/Vv SIDING OR STUCCO �+ HEIGHT OF CURB VARIES(8"MAX.) ��r // • " /jv/j //A o Z • ? REBAR.HOOK REBAR 16"INTO \! p o m 6"MIN. I , c �, /i NOTE: o GRADE PORCH SLAB AND 6"INTO //AA/jA` THIS DETAIL MAYBE SUBSTITUTED FOR CONCRETE SLAB !V�`v FOOTING. �V!v` GRADE-7 EITHER THE PA51 STRAP(STEMWALL) 1 OR � THE STHD14 STRAP(MONOLITHIC). p a 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. = z LL �Eo`f ( _ `jAAj� AND IN EACH CORNER. ;/V`//VA/� ° •�� Ai�AAi� ice-. a FILL CELL SOLID AT EACH#4 REBAR. <� v L SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE X/ FOOTING. 12"INTO SLAB AND 6"INTO /rVA��j�\j/�Ajj�j�Aj�A��/ SD-2 0 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 6" ENGINEER FOR ADDITIONAL REQUIREMENTS. 1'0" ONE STORY-(? #5 CONT. v o 1-g" ONE STORY (2)#5 CONT. r V-4" TWO STORY-(2)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. NOTE: € N o�- SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) LL AS SOON AS THE CONCRETE HAS HARDENED ENOUGH .1 zm G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS. a F--� SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT (TYPICALLY 1-4 HOURS IN WARM WEATHER) Z CONCRETE SLAB o a z ENGINEER FOR ADDITIONAL REQUIREMENTS. U N O U 000 SSSS1S11S91111161ryIf+il.T;,�P�� �o . j , /AAA FILL CUT WITH 1"DEEP x y"1 IDt X�%�w%v� ELASTOMERIC CUTATDEIj6T a• ,tKt CONCRETE SLAB GRAD (1)#5 CONT. FILLER LOCATIONS SILL!, CONCRETE SLAB //\fin// 8"CMU STEMWALL WITH 1 #4 @ PLATE / e) l`//\x\/j\48"O.C.AND IN EACH CORNER. a +%g+�! Aly u-' o -�-_ j - \� �FILL CELL SOLID AT EACH#4 Al RAD REBAR.HOOK REBAR 16"INTOG � /\ \ ` // PORCH SLAB AND 6"INTO � ,• ,��� �� FOOTING. 6 CONCRETE SLAB °°O'°.�� °•••••_• �Z �Y W 1'-0" (1)#5 CONT. 1'8" (2)#5 CONT. E€ tt o LL ONE STORY- 2 #5 CONT. °r��'��1tfrnuTarlluu 1'8" TWO STORY-(3)#5 CONT. SECTION-INTERIOR BEARING K M SECTION-PORCH STEMWALL WITH BRICK ATE SECTION-TYPICAL SAW-CUT CONTROL JOINT H SECTION-THICKENED EDGE SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 ` SD-2 sD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. Z v z _ a g - BEARING POST(AS NOTED) TREATED POST SCALE: CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB ABU POST BASE WITH E %"=r-o"�u.o.N.) SILL PAVERS BY OTHERS - PLATE�I CONCRETE SLAB 5„ INTO N DO NOT SCALE s GALV.ROD EPDXIED THIS DRAWING — CURB HEIGHT VARIES FOOTING MINIMUM 12" d RELEASE DATE: Lu i /A _c__a — --�— -=- 08-18-14 VA/VA/\ .irAjAj O Aria\%/j ° �`jAA - • REVISIONS: �V� - - 12"SOLID GROUTED CMU PIER /i /i/, \�A�� /VAS `, r• ON 24"x 24"x 12"PAD FOOTING WITH(2)#5 EACH WAY AND (AS NOTED) REINFORCEMENT(AS NOTED) 9" (1)#4 CONT. 2'-0" (2)#5 VERTICAL DOWELS(TYP.) ONE STORY-(2 #5 CONT. 1 8 TWO STORY-(3)#5 CONT. = DRAWN BY: DSM SECTION-BEARING STEPDOWN P SECTION- Q SECTION-NON-BEARING STEPDOWN u DETAIL-PAD FOOTING AT PAVERS K CHECK JDJ KH INTERIOR BEARING PAD FOOTING SD-2 SD-2 3D-2 SD 2 SHEET: o S®®2 Y16"OR 1%z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS)— J w 1%z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES— zl > �I 1y32"RATED SHEATHING,EXPOSURE I-METAL ROOF FASTEN WITH 0.113"x 2%"RING SHANK NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. �q CONNECTOR AT EACH TRUSS NOTE: - (SEE TRUSS CONNECTION SCHEDULE) TRUSS TO WALL CONNECTION HARDWARE MUST BE INSTALLED x ON THE EXTERIOR SIDE OF THE E CORNICE DETAIL WALL M (BY OTHERS) I E Q 3 cq o 2xGYPSUM BOARD_No.2 SPF OR No.2 SYP � _ �' J v SUBFASCIA WITH(2)0.131"x 3%" Q Ni v ENDNAILS AT TRUSS(U.O.N.) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) o w p m U_ WALL SHEATHING SHALL EXTEND TO TOP OF a d DOUBLE PLATE IN ALL LOCATIONS AND SHALL Z N BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE Q M DOUBLE PLATE(NAILING MAY ALSO BE w ? �, STAGGERED ACROSS BOTH PLATES) di LL W w m � o H V a W T � a z mo a� SEE DETAIL"F"ON SD-4 FOR BETWEEN FLOOR rl CONNECTIONS � W 7 15 „ , ROOF COVERING BY OTHERS � �a ( �6 ) 1 OR sz RATED SHEATHING EXPOSURE I SHINGLEROOF o s 2x SPF#2 SOLE PLATE U.O.N. NAIL TO RIM "� } 1 ( ) E cv �z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE t00F ROOF TRUSSES 23 �� o is „ BOARD WITH 0.131"x 34'NAILS 6"O.C. /z"RATED STURD-I-FLOOR T&G SHEATHING /z RATED SHEATHING,EXPOSURE I-METAL GOOF @ ( ) w a GLUED AND NAILED.FASTEN WITH 0.131"x2%" _ �2 LL FASTEN WITH 0.113"x 2/a"RINGS SHANKE RING SHANK 6"O. C.ON EDGES AND 12"O.C.IN Y z NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. I @ � �i 2 z THE FIELD. d w o >W CONNECTOR AT EACH TRUSS NOTE: I (SEE TRUSS CONNECTION SCHEDULE) \ /TRUSS TO WALL CONNECTION CLEARANCE BETWEEN PANELS G z HARDWARE MUST BE INSTALLED Hoz BETWEEN FLOORS FLOOR JOIST(I JOIST SHOWN,SAWN JOIST Z ON THE EXTERIOR SIDE OF THE j iu+uii , 's z CORNICED_TAIL ' _ 1 SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN qqu�'" ' (BY OTHERS) �/ WALL \ I WEB TRUSS) ggqq` Y S/�`I E �,,�'� w GYPSUM BOARD H GYPSUM BOARD r p. �'�l✓ 2x_No.2 SPF OR No.2 SYP m (��f?�g; NAIL JOIST TO PLATE WITH(2)0.131"x 3%" a :Lu ^¢ !�� SUBFASCIA WITH(2)0.131" 3 Y" (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) \\ , © , , ENDNAILS AT TRUSS(U.O.N.) TOENAILS �q WALL SHEATHING SHALL EXTEND TO TOP OF iv ( ) ( ) �,/ _ 2 2x_SYP#2 DOUBLE PLATE U.O.N. �,'ilV';° c DOUBLE PLATE IN ALL LOCATIONS AND SHALL RIM BOARD LSL OR LVL °'�.,X�'�a`'°°•a. BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE ( ) ,,� - �gggq 'Y32" 5 /z"FULL LENGTH RATED SHEATHING,EXPOSURE I. DOUBLE PLATE(NAILING MAY ALSO BE 1/2"FULL LENGTH RATED SHEATHING,EXPOSURE I. STAGGERED ACROSS BOTH PLATES FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @6"0.3.ON ) FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. GYPSUM BOARD 9 (U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES) o 11 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. w (SEE WALL LAYOUT) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. a N J (SEE WALL LAYOUT) Z o 0 a o N U d LL _ Q V 3 SCALE: E Y,"=1'-0"(U.O.N.) DO NOT SCALE INSET WALL 11/2"FOR STUCCO APPLICA IONS— INSET WALL%"FOR STUCCO APPLICATIONS 2 THIS DRAWING RELEASE DATE: 08-18-14 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_TREATED SYP#2 SILL PLATE WITH REVISIONS: IN ALL LOCATIONS AND SHALL BE NAILED 3'O.C. s IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. °@ SIMPSON/6"0 x 6 TITEN HD x SIMPSON%"O x 6"TITEN HD OR TITEN HD ROD COUPLER OR TITEN HD ROD COUPLER r - II, a WITH 3"x 3"x/a"WASHER @ 24"O.C. II WITH 3"x 3"x/a"WASHER @ 24"O.C. x DRAWN BY: DJM A SECTION-TYPICAL EXTERIOR ONE STORY WALL B SECTION-TYPICAL EXTERIOR TWO STORY WALL El CHECKED JJJ-J-JKH SD-3 SHEET: SD3 o S®® -SHEATHING r i-SILL PLATE(BELOW) w 2x-CORNER FRAMING FULL I o �I �, �. FIELD NAILING HEIGHT STUDS(TYPICAL) a 2x_S DF#2 SOLE PLATE(U.O.N.)NAIL TO BAND / (2)ROWS OF 0.131x 3 " % _ BOAR WITH 0.131"x 3%"NAILS "O.C. SHEATHING EXTENDS DOWN ONTO ---- - NAILS @ 12"O.C. @ 6 ! / RIM BOARD MINIMUM 6" - STAGGERED - TYPICAL TO ALLOW FOR NAILING �- PEI„ �. i —EDGE NAILING AT SOLE PLATE .lw E 2x_B ND BOARD PER TRUSS MANUFACTURER RIM BOARD 2x6 OR 2x8 FRAMED WALL ELL /a"CLEARANCE BETWEEN PANELS �� �J SILL PLATE(BELOW) 3 OO BETW EN FLOORS / (2)ROWS 0.131"x 2.y "NAILS I 2x4 CORNER FRAMING FULL HEIGHT STUDS '\ STAGGERED @ 6"O.C.REQUIRED tq o %2" TED SHEATHING RIM BOARD- ' �� IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED NAIL To TRUSSES WITH(6) 2 6 0. %"NAILS. _ Q MIN.Y8"SPACE BETWEEN PANELS WITH(4)0.131"x 3'/a"NAILS TO EACH ADJACENT Wo m i STUD w 0 _ S v � - � SHEATHING EXTENDS ABOVE DOUBLE AL E PLATE ALTERNATE:INSTALL SOLID STUD IN TOEN IL TRUSS TO PLATE WITH � , � � A THIS (2)0.131"x 34'NAILS j \MINIMUM 6"TO ALLOW FOR NAILING �- SPACE EIn /l, EDGE NAILING AT DOUBLE PLATE 2x4 CORNER FRAMING FULL HEIGHT STUD M DOUBLEPLATE(U.O.N.) L. — a La U ROWS OF 0.131"x3 ..u.9--(2) a WJ vw Z NAILS @ 12 O.C. y � w o 2x4 FRAMED WALL N � - U rL C SECTION-TYPICAL OPEN VEB FLOOR TRUSS F DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS J SECTION-TYPICAL FRAMING AT 90°CORNERS j S D-4 F-t t-� Z SD-a SD-4 � ii 0- NAIL SCAB SCAB TO TOP CHORD WITH u (4)0.131"x 3%"NAILS € N o -ADD 2x4 VERTICAL SCAB IN EACH ROOF OR FLOOR FRAMING(AS NOTED)--,, v z m TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED E H In-,- z UPLIFT CONNECTOR(AS DOTED) (3)0.131"x 3/a" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) EACH TRUSS \ m W oo W 2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X BRACE ACROSS LENGTH OF W z Z0.131"x 3%"NAIL 3 AT EACH END SHEARWALL ( ( z (END NAIL OR TC ENAIL) - `-NAIL SCAB TO PLATE WITH(3) r� - r z 1 jy1111111tt1 ' r� �Q Q vii 0.131"x 3/4"TOENAILS 'fes/-/f TRUSS(AS NOTED) GYPSUM BOARD w°`O�° 3,•'°'p��� `� .,4a �`'.� TRUSS BOTTOM HORD F .° !� nt 2x4 BLOCKING BETWEEN TRUSSES ., , Gj � = 2)( 2x-SYP#2 DOUBLE PLATE U.O.N. TOENAILED TO DOUBLE PL ATE WITH a c - NAILPORCH SHEATHING AS NOTED 1 r �y[ e C�1 � � �. ts1� 0.131"x34'NAILS @4"O.C. U r _j EXTERIOR FRAM D s 22 WALL DOUBLE PLATE 2x �, t VN, SPF#2 STUDS 16"O.0 - '. a ' U.O.N. \--MINIMUM%s"RATED SHEATHING, (SEE WALL LAYOUT) V' > EXPOSURE I FASTEN AS NOTED 'oyy;y °...o •°;v w ON WALL LAYOUT(BLOCK ALL EDGES) . JJ � o SECTION-EXTERIOR WALI.PERPENDICULAR TO TRUSS SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD N THREADED ROD ASSEMBLY(IF NOTED) INTERIOR SHEARWALL(IF NOTED)SHALL / NAIL EACH END OF BLOCKING TO USE%s"RATED SHEATHING FASTENED a LL TRUSS(AS NOTE)) BOTTOM CHORDS WITH(3)0.131"x 3'/a" AS NOTED. n a /-INSTALL 2x4 BLOCKING BETWEEN 2xTREATEDSYP#2 SILL PLATE WITH SCALE: 2x4 SPF NAILER- 4AIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SIMPSON 8"x 6"TITEN HD @ 48"O.C.MAX. E /^=V-o^(U.O.N.) - NOT SCALE � 0.131"x 3%"NAIL @ 6"O.C. / BOTTOM CHORD OF TRUSS 2x-SPF#2 SOLE PLATE-� Z THISDRAWING - WITH 0.131"x 3 "NAILS \ G RELEASE DATE: -NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) a8-18-1a 1 @ 8"O.C.-U.O.N. 0.131"x3/a NAILS t REVISIONS: -NAIL PORCH SHE kTHING AS NOTED \ 1 ,-DOUBLE PLATE FLOOR BEAM(AS NOTED) tl r - EXTERIOR FRAMD WALL MINIMUM%6"RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION DRAWN BY: DJM E SECTION-EXTERIOR WALL ARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K CHECKED BY: SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL JJJ-JKH soa SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED so-a SHEET: o SD— (TYPI CAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING w 48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT > �) MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION / \ (16) .131"x 3"NAILS IN THIS ZONE. (SEE TABLE) PLATTESESS WITH #2 DOUBLE PLATE(U.O.N.)NAIL PLATES 0.131"x 3"NAILS @ 8"O.C. NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED J01 TIN LOWER PLATE —JOINT IN UPPER PLATE 0.131"x 3"NAILS @ 6"O.C.STAGGERED [---TYPICAL STUD TO DOUBLE PLATE jJACK STUD AND KING I I CONNECTION /—(SESTUD p E WALL LAYOUT) REQUIREMENTS L SPH416 INSTALLED HORIZONTALLY / 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) BUILT-UP HEADER WITH 0.131"x 3 4" J � NAILING AT STUD NAILS @ 12"O.C.TOP AND BOTTOM 0) � STUD TO PLATE NAILING TO DOUBLE PLATE (U.O.N.) hQ- NAIL EACH PLATE TO JACK STUD HEADER TO KING NAILING w STUD SIZE ENDNAIL TOENAIL 2 m WITI 1(3)0.131"x 3 Y4"NAILS-TOENAIL OR ENDNAIL(TYPICAL) 2x6 (3)NAILS PER PLY 3 Z a c 2x4 (2) (3) 2x8 (4)NAILS PER PLY d 2x6 (3) (4) 2x10 (5)NAILS PER PLY a 0_5 2x8 (4) (5) 0 W 0 2x10 (5) (6) DOUBLE SILL REQUIRED WHERE OPENING 2x12 (6)NAILS PER PLY _ U w WIDTH EXCEEDS 61"(U.O.N.) (5)NAILS PER PLY a LVL = Z o 9%" a JOINT IN SILL PLATE 11;/8"LVL (6)NAILS PER PLY C 1 NAIILIING AT STUD o N a BUILT-UP CORNER POST TO SILL PLAT 14"LVL (7)NAILS PER PLY c Z m LL I 16"LVL (8)NAILS PER PLY T ~� II II II II 11 II II 11 II II II II rel Z u u u u 4"MIN.; u u u u u u n u w o >w u u u u u u ° u u u u u — 0w L4-- ANCHOR 12"MAX. 1 2x_TREATED SYP#2 SILL PLATE o BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT)—TYPICAL STUD TO SILL PLATE Z o � Nz L DETAIL-TYPICAL WALL FRAMING CONDITIONS CONNECTION NAIL EACH PLY WITH 0.131"x 3%" `„`�j11}aililll;)),� 1� SD-5 ALL NAILS NOTED ARE 0.131"x 3 Y" NAILS @ 6"O.C.STAGGERED (SEE TABLE) i°`` RG o DOUBLE PLATE NAILING ��.9�J4✓ tr�j �t >F� NAIL SHEATHING TO HEADER WITH(2)— 9 U =� VON �� � ROWS 0.131"x 2/z"NAILS @ 6"O.C. " % ;; NAIL SHEATHING TO HEADER WITH(6) °° —DOU LE PLATE _/ /i ! , �' � j .... g � 0.131"x 2/2"AT EACH END TYPICAL � ' : , �'�. �s GFrill, 3"O.C.NAILING WITH 0.131"x 2 Y"NAILS j �JAC S AND KING STUDS ; INTO BOTTOM(TYPICAL) ( NAIL SHEATHING TO KING STUD---' '"10101' O/ AS ) HEA ER(AS NOTED)OTED —� / � o @ 12"O.C.MINIMUM. 2x_ LOCKING(TYPICAL) h (3)0.131"x 3.4"TOENAILS AT EACH END TYPICAL) '�� �-EDGE NAILING PER SHEARWALL �' �" ��� REQUIREMENTS. NAILS MAYBE ! i 3 NAIL ACH SILL PLY TO KING STUD i / ; STAGGERED ACROSS TWO JACK %' SCALE: WIT (3)0.131"x 3%"NAILS-TOENAIL j"" / � o /� N 0 CAL N.) OR E DNAIL(TYPICAL) �; STUDS. i _ DO NOT SCALE �� � THIS DRAWING BEVE L BLOCKING AS REQUIRED FOR EDGE OF PANEL(TYPICAL)��� / / RELEASE DATE: 08-18-14 M, REVISIONS: MINI UM 1 Y2"NAIL PENETRATION INTO �' �� /i t MAIN FRAMING MEMBERS.(TYPICAL) � �' ,', � ;' ,, , �� /o�� � ��` �. (2)2 SILL SHEATHING MAY CANTILEVER UP TO 2" 'I Vr��ANCHOR BOLT REQUIRED WITHIN 6"—� MAXIMUM PAST SUPPORTS.ALL OF KING/JACK UNIT-MAYBE 21 LOCATED ON EITHER SIDE. WINDOW ATTACHMENTS MUST BE ANC GRED INTO 2x_MEMBERS. ANCHOR BOLTS AS REQUIRED DRAWN BY: FLUSH HEADER CONDITION DROPPED HEADER CONDITION DJM - CHECKED BY: M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-OPENINGS WITH SOLID SAWN, LSL, LVL, OR PSL HEADERSHEET:JJJ-JKH SD-5 SD-5 D-5 —LAST TRUSS IN ROW REQUIRING BRACING END VERTICAL BRACING REQUIREMENTS w —NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS =I > a BRITTLE FINISH FLEXIBLE FINISH —2x4 BLOCKING-TOENAIL OR ENDNAIL a j EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING BRACING 16"o.C. 24"O.C. 16"O.C. 24"O.C• / (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE J d NONE REQUIRE 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" _ ROOF SHEATHING O m WEBS WITH 2 NAILS 2x4 SPF No.2 DIAGONAL BRACE W 2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" (TYPICAL AT EACH END OF a a i — ROOF TRUSS(BY OTHERS)WITH _ W i CONTINUOUS LATERAL BRACING) N J 2x6 L-BRACE 115'TO 182' 100"TO 158" 146"TO 232" 127"TO 201" BRACE(IF REQUIRED) U NOTE: NAIL DIAGONAL BRACE TO TRUSS „ BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I I ATO REPLACE(1)ROW OF LATERAL BRACING I I INSTALL 2x4 NO.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS �I FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, I I ?/ 06 BRICK VENEER,ETC. EACH PLY OF TRUSS WEB AT 6"O.C.WITH CONTINUOUS LATERAL BRACE(QUANTITY y v RATED ROOF SHEATHING < ' I I 0.131"x 3"NAILS TO REPLACE(2)ROWS OF ' AND LOCATION DEFINED BY TRUSS SHOP I 9 I I (ll LATERALBRACING INSTALL 2x6 No.2 SYP , `> DRAWING.) U � d II — 2x L-BRACE NAILED TO _ < � O m a — <' �� Q I I T-BRACE NAILED TO EACH PLY OF TRUSS VERTICAL WEB WITH � NAIL CONTINUOUS LATERAL BRACE TO I, = 0.131"x 3"NAILS @ 6"O.C, '---- i ------ - WEB WITH 0.131"x 3"NAILS @ 6"O.C. r / EACH TRUSS WEB WITH(2)NAILS 3 m = �, VERTICAL WEB IN GABLE -- " - ROOF TRUSSES(BY OTHERS) _ a J END TRUSS = O M NOTES: �2x_LOOKOUTS AT 48"O.C. (3)TRUSSES M� IMUM 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 ~ ~ W I w O Lu NOTE: FOR CONTINUQUS LATERAL B CE No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) > 16"OR 24"0.C. T-BRACING TO BE USED WHEN CONTINUOUS SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS Lu Z� o-_ (U.O.N.) Z i <n z SECTION TYPICAL T-BRACE G DETAIL-TYPICA L LATERAL TRUSS BRACING w RD A DETAIL-TYPICAL VER ICAL BRACING AT GABLE END SD-6 C9o LL _ z_ w NOTE: NAIL BRACE TO BLOCKING WITH(5) z a 2x4 SYP BLOCKING BETWEEN ^�H2.5AAT EACH LOOKOUT ALL MEMBERS SHALL BE#2 SYP. 0.131"x 3'/a"NAILS d W o LOOKOUTS EXTERIOR SHEATHING SHALL —2x4 LOOKOUTS @ 48"O.C.FOR i— ~W 2360BLOCKING xK3%"NAILS EACH WITH —2x4 BLOCKING BETWEEN W c z OVERHANG � BE NAILED TO BOTTOM CHORD J ROOF SHEATHING(AS NOTED) O H END TRUSSES AT PANEL JOINTS � E�-�� z z OF TRUSS WITH T ROOF SHEATHING(AS NOTED) j „++st11°1" ,; _ n" 0.131"x 2 X'NAILS @ 6"O.C. � _ — 2x_BARGE RAFTER ,,."`'` J ¢ N U.O.N.ON WALL LAYOUT ( ) / BALLOON FRAMED STUDS (AS NOTED) \\� I I I I FASCIA(BY OTHERS) 's SINGLE PLATE NAIL TO TRUSS I IV\ /lrrlr iy�r/l rlir'll uN II � \ I 8°MAx BOTTOM CHORDWITH 0.131"x 3%" = cn ts1 NAILS @ 6"O.C. \�\ --GABLE END TRUSS(DROP GABLE) a 2x6 BRACE SPACED @ 48"O.C.UNLESS op'��prUn,u+ii \ I I OTHERWISE NOTED ON ROOF LAYOUT. o D DETAIL-BALLOON FRAME GABLE END LOW CEILING VAULT I I I I I � � ADD 2x4 T-BRACE NAILED @ 6"O.C.WITH M SD-6 INTERIOR CEILING PITCH ISE UAL TO OR LESS THAN X2 OF EXTERIOR ROOF PITCH \ i I EXCEED g-0". SIF BRACE LENGTH s o H2.5A AT EACH LOOKOUT Z LOOKOUTS @ 48"O.C.FOR OVERHANG I I I I I I \\\ a a a �--ROOF SHEATHING(AS NOTED) __ \v E E SCALE: 2x4 SYP BLOCKING BETWEEN LOOKOUTS _ /� THIS NOT SCALE i � THIS DRAWING /\ BALLOON FRAMED STUDSd RELEASE DATE: 08-18- / \ (AS NOTED) \\\ \ LTP4 CLIP @ 48"O.C. -RE--VIS ONS 14 DOUBLE PLATE �GBC CLIP-(2)REQUIRED AT EACH BRACE INTERIOR VAULT \ � �� ;l �,,��1/l�i���,►l —EXTERIOR SHEATHING SHALL BE —TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH 0.131"x3 X"NAILS NAILED TO UPPER PLY OF GYPSUM BOARD CEILING = V � � / @ B��O.C. I,//�// ►t/�� � r�,y DOUBLE PLATE WITH � = DRAWN BY: ur 0.131"x 2%"NAILS @ 6"O.C. �--2x4 DRYWALL BACKING INSTALLED DJM ;.,. - — — — — — (U.O.N.ON WALL LAYOUT) CONTINUOUSLY BETWEEN BRACES CHECKED BY: JJJ-JKH Q;� DETAIL-BALLOON FRAME GABLE END HIGH CEILING VAULT F SECTION-GABLE END DIAGONAL BRACING SHEET: INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH SD-6 0 ®�6 U� Q Q� EXTERIOR BEAM(AS NOTED) DOUBLE PLATE - lA NOTCH BEAM AS REQUIRED TO a FIT BENEATH DOUBLE PLATE rLU LU v BEAM BEARS ON(2)2x JACKS (TYPICAL-U.O.N.) T7ZZDOUBLE PLATE 0 0 CONDITION: 1 UT WITH 2"x 2"x 16"WASHER _ w aNi (NOTCHED BEAM) ALTERNATE:SIMPSON LBPS Y SLOTTED 2 z E 0 JIM am w, WASHER WITH 1"WASHER. ZO = s"0 THREADED ROD 3 U y R W > r' —SIMPSON%"0 x 6"TITEN HD OR � I SIMPSON%"O x 6 4"TITEN HD ROD COUPLER � �o THREADED D WITH 1"CUT WASHER \ NAIL SHEATHING TO DOUBLE PLATE WITH a ROD SET IN ADHESIVE 3J & MONOLITHIC FOUNDATION-EXTERI R (2)ROWS OF 0.131"xLY"NAILS @ 6"O.C. WITH MINIMUM 4"EMBEDMENT OR 81 THREADED ROD SET IN ADHESIVE WITH d 3 NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER i /a x 8"TITEN HD SCREW ANCHOR c o or 4"x 6"SCREW ANCHOR BY HURRI BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR L - N L or Y8"THREADED ROD SET 4%"INTO NDHESIVE \ SPH_@ 32"O.C. STEMWALL FOUNDATION-EXTERIOF EXTERIOR BEAM(AS NOTED) A DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY 9 o 1 „ DOUBLE PLATE w /2 THREADED ROD SET 7"INTO ADH SIVE SD-7 ,Zi m BEAM INSTALLED BENEATH DOUBLE PLATE E 11_ I INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x—JACKS z Z IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.)2 Schedule m w o o USE MONOLITHIC CONDITION n Metal Connector Fastening W N Z o CONDITION: Sim son 16 USPID U IiftC Capacity lbs Fasteners Anchorage V.O.N. a �? A35 MPA1n/a (12)0.131"x 1Y" n/a t O (DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SY P) (12)0.162"x 2Y"or(12)0.162"x 3Y" 518"wl 7'embed >,p3 _ �• ' tty1 ABU66-Z PAU66-TZ 2300(SYP) (12)0.162"x 2Y"cr(12)0.162"x 3Y" 518"w!7'embed -*�� �.-1 �, ¢//////165 DETAIL TYPICAL DTT2-Z INSTALLATION DETAIL-EXTERIOR BEAM TO WALL CONNECTION CS16 R3150 705(SYP or SPF) (11)0.148 x 3 in each end (22,total n!a 0 11z w DSP FTS PT6-2 775(SYP or SPF} (8)0148 xI%"into studs Wa _ SD-7 (USP DTB-TZ SIMILAR) SD-7 (6)0.148 x 1Y'into double plate 3 ¢a � `6 DTT2Z DTB TZ 2145(SYP)1835(SPF) (8)'J,"x 1/V SDS A"w!4%'embed(mono)and?7 qm GBC_. HC520 n/a (5)0.131 x 1M."into gable brace nla 9M MONOLITHIC FOUNDATION-EXTERIOR (7)0.131 x 2Y°into double plate 'L` m �C x2/"in each end-(10)total n/a p A. i° �"X 12"TITEN HD SCREW ANCHOR Hz.S nla:use RT7 546(SYP)or SPF) (5)0.131'x 1/"in each end-(10)total nfa Q 5 - - - - H3 RT3A 455(SYP) (4)0.13V x 2Y"in each end-(8)total We , or/s"THREADED ROD SET 7"INTO AD ESIVE - ' ALTERNATE ANCHOR: = 1 t To 1 ' H6 LFTA6 950(S'f P)820(SPF) (8)0.131"x 2K'in each end-(16)total nfa : ,"/ �S /z x 6°TITEN HD H8 RTBA 745(SY P) (5)0.148"x 114•in each end-(10)total nla �� S z —EXTERIOR BEAM v ;. STEMWALL FOUNDATION-EXTERIORMECHANICALLY GALVANIZED HDoB n/a:use UPHD8 7630(SYP)5495(SPF) (2C)%'x 3'SDS 718"wt 15"embed(SET 5 (AS NOTED) HDU5 PHD5 5645(-SYP,4065(SPF) 114)'/,'x 2Y'SDS 518 w17'embed(mono}and 12' /a THREADED ROD SET 12"INTO ADHESIVE WITH 2"x4"WASHER Hous PHD6 6970(SYP)5020(SPF) (20)'/,'x 3'SDS 718"w!15"embed(SET epoxy onlii .jG' �� - H6 CLIP FROM ��"3�� \ POST TO BEAM H-TA16 HTA16 1810(SYP) (10j 0.148"x 1Y" 4°embed ////„• � INTERIOR APPLICATIONS HTS20,HTS24 or HTS30 HTV20,HTVV24 or HiW30 1450(SYP)1245(SPF) (10)0.148"x 3"in each end-(20)total n/a 1 rg t tttTr IF EDGE DISTANCE EXCEEDS 5"USE —LAP BEAM PLIES AND TSM16 orHTSM20 H WM16 or HTWM20 1175(SYP) 8)0.148 x 3'into wood nla O ( (4)/"x 1/'"Titan into CIMU n into concrete %"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN- 5 '* o 8 rHTT4 HTT4 4235 SYP 3640 SPF) (18)0.162 x 2Y" 518"w!7"embed(mono)and 12"embed(stem) 1 or Y8"x 8"TITEN HD SCREW ANCHOR \ 0.131"0X"NAILS PER PLY w ` HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.162 x 2h" 518"wI 7'embed(mono)and 12'embed(stem) m z '� 6 or%"THREADED ROD SET 6"INTO ADHESIVE —PT POST AS NOTED LTP4 MP4F n/a (12)0.131 x 1Y" n/a a ( ) LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0.148 x 3•in each end-(14)total n/a' J o 0 DETAIL-TYPICAL HTT5 INSTALLATION _ LT512 LT�f12 775(SYP)665(SPF) (6)0,14a x 3'In each end-(12)total nfa ¢ o (USP PHD5 SIMILAR) r H6 BEAM MSTA24 MSTA24 1640(SYP)1455(SPF) {9)0 148 x 3'in each end (18,total nfa Y ri H6 CLIP FROM POST �I m � ¢ a MSTAM24 MSTAM24 1500(SYP or SPF) (9)0.148'x 3'into wood Wa PT POST AS NOTED _ a ( ) (5)% x 2/a Tten into CMU a \ EXTERIORBEAM ABU POST BASE (5) "x 1/'Titen into concrete SCALE: MONOLITHIC FOUNDATIONi EXTERIOR ( NOTED III (AS NOTED) MSTA35 MSTA35 205o(SYPorSPF) (13)0.148 in each end-(22)total n/a _ A� MSTA30 MSTA30 o050(SYP)1820(SPF) (11)0.148 x 3 x 3 in each end (26)total n/a o Y,"=1'-0"(U.O.N.) MSTAM36 M_STAM36 _ 1870(SfP,orSPF) {13)0148 x3 into wood nfa DO NOT SCALE a"THREADED ROD SET 15' INTO ADHESIVE PLAN VIEW AT TOP OF POST "THREADED ROD I8)/-1_.-11___--sten into CMu G THIS DRAWING 7 •O• .__ „-.- _, w �_ (8)/ x2x„Titen into concrete ._ °- RELEASE DATE: WITH NUT SET IN - / STEMWALL FOUNDATION-EXTERIOR ADHESIVE MTS12 or MTS20 MTY12 or MTW20 000(SYP)860(SPF) 7)0 148 3'in each end-(14)total n/a v 08-18-14 MTSM16 or MTSM20 HTVPr116 or HTVVM20 _860(SYP) (7)0 148 3'into wood n/a t REVISIONS: /s THREADED ROD SET 15' INTO ADHESIVE - - (7"EMBEDMENT) - - -- .._..... _... _.,._-._. {4)/"x-2/ Titen into CPe9U - a x / ......_..._.______....._.........._....---__., ,..,._..-_ . _ co ..._ _____ _.__ .._._. -....._..._,.__.._._._.........__ INTERIOR APPLICATIONS- 4} x I/ T ten into concrete"" 4 i i a PA51 TA51 3685(SYP or SPF) (21)0 162 x 2/ or 21)0 162 x 3/' 4"embed IF EDGE DISTANCE EXCEEDS 5"USEa 11 SPH4 or SPH6 SPTH4 or 5PTH6 680(SYP)585(SPF) (12)0 148 x 1Y n/a w .a �1 o SSP RSPT 350(SfPorSPF) (4)0148 x1Y intoStuds n/a m X"THREADED ROD SET 8"INTO ADHE IVE - _ (3)0 48 x 1 h into doubt plate I LI STHD14 STAD144430(SYP or SPF) (38)0.14T x 3/ 14"embed ° Notes: i I = DRAWN i DJM SIDE VIEW AT BASE OF POST -- _ -- - - — — -� - _ -.. _ _ -.. 1 All connectors,are manufactured by Simpson Strong-Tie cr USP Structural Connectors(U:O N) CHECKED BY: D DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST ?SYP s°ather °e =PF-spr�`e P'ne-Pine - — -- ---; - - - - w-- m JJJ-JKH 3.-Mono monolithic concrete;stem-masonry stemwall orbond beam 3 a SHEET: 7 _ . ... __ .. _.-. _ . ... .-. —_. .. . _... ..... ... USP PHD6 SIMILAR soa - — - 4.Anchorage refers to threaded anchors with noted diameters and embedment depths S®® 710 J W ��ONPg�pN TRUSS > _ � o o �,S� u o i _ cn OPTIMAL 22Y2' i 0 10° 0° Z ra 0 0 0 30'/- E ` TYPICAL SDWC SCREW \ TRUSS BEARING ON 3 i5 - EDGE GRAIN O "A"ON SD-7a OR �-. � "B"ON SD-7a SDWC SCREW IS U \ Y2„MAX ACCEPTABLE _ o In \ TRUSS TO TOP PLATE SHOWN BEARING WALL 3 Z CD O (RAFTER TO TOP PLATE SIMILAR) EDGE GRAIN BEARING CONDITION2 L a SDWC15600 NOTE: � ? v O UTILIZE METAL INSTALLATION GUIDE TOOL PROVIDED BY MANUFACTURER. v A DETAIL-STANDARD SDWC ROOF TO WALL NSTALLATION TRUSS SD-7a (TRUSS ALIGNED WITH STUD) ° o F—i o o m z n � O LL N z ca W LL v �� J W ONLY CLIPS ARE ALLOWED O TRUSS BEARING ON W N Z WITH THIS CONDITION END GRAIN Z z (NO SDWC SCREWS) (EXTENDED VERTICAL) ` ,,:,,;; H Z w \ � SDWC SCREW IS NOT �t�"���Vt• 5� 4 �F•'� � ACCEPTABLE BEARING WALLS 44, _ END GRAIN BEARING CONDITION TRUSS TO TOP PLATE SHOWN D DETAIL-SDWC AT EDGE 1 END GRAIN CONDITIONS (RAFTER TO TOP PLATE SIMILAR) SD-7a % P,`mss z MIN ���''.,*YJ °•qo ` '�W SDWC15600— =DO NOT INSTALL SDWC IN HATCHED AREA rrr�uuuu,is B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK SD-7a (TRUSS OFFSET FROM STUD) INTO THE DOUBLE PLATE(+8'). _ W LL Z 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO A WOOD MEMBER. - a o TRUSS(RAFTER SIMILAR) LL - 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE 3 %"MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF o SCALE: WITH OR WITHOUT A PLATE SPLICE T" .) ( ) 3 DO NO-O" SC 2'. THIS DRAWING z 4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL v RELEASE DATE: BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW Ta-ts-ta INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE REVISIONS: OFFSETY4"FROM-- - INSTALLING CLIPS. _ TSPLICE MAY OP PLATE BE IN UPPER 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. SPLICE FOR FULL VALUES OR LOWER PLATE DRAWN BY: DJM DETAIL-SDWC MINIMUM EDGE DISTANCE CHECKED B KH SD-7a a SHEET: 0 S®-7a s DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING RE UIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6--- ST-1......................STRUCTURAL SPECIFICATIONS OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP BOTTOM PLATE 1 Y2"AND BOTTOM DTT2Z (8)Y4'x 1 %"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code O ALL WALLS MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE V EDGE DISTANCE FROM EDGE OF (NOTES 2,3) %'1 O x 4%"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN 2010 Florida Building and Residential Codes O z PANEL. ST-3A....................1 ST LEVEL ROOF FRAMING PLAN w :rCode for Design Loads w FLEXIBLE VENEER& MIN�/ '24116 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d HTT4 (18)0.162"x 2 Y2'IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) C'7 16 MTS12/MTS12 (7) 10d x 1 Y2'EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) O ANSI/ASCE 7-10 w w BRICK VENEER COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BLO KING IS REQUIRED (NOTES 2,3) 5/"OJ x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) ST-5.......................TYPICAL WALL SECTION SHEET N (NOTE 8) AT UNSUPPORTED PANEL EDGES. ST-6......................SECTIONS AND DETAILS 's N ROOF LOADING...............................................Cd= 1.25 Q HTT5 (26)0.162"x 2 Y2'IN STUD/BEAM/TRUSS, M TOP CHORD LIVE LOAD......................... .........20 PSF a Q BRITTLE VENEER MIN 7/1 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d 5 MS24/MSTA24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) TOP CHORD DEAD LOAD....................... .........7 PSF (EXCLUDING BRICK VENEER) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING IS REQUIRED (NOTES 2,3) /8'f7J x 6"EMBED ANCHORIN CONCRETE(NOTE 1) BOTTOM CHORD LIVE LOAD (NOTE 6) AT UNSUPPORTED PANEL EDGES. LEGEND ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) 15 HDQ8-SDS3 x(20)SDS/ x 3" SCREWS IN STUD GROUP MS36/MSTA36 (13) 10d COMMON EACH END I N TILE ROOF MIN /2 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION /e DIA.x12 EMBED ANCHOR IN CONCRETE UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ATTICS WITHOUT STORAGE....................... 10 PSF Y O (NON-CONCURRENT) w z ( EOR ENGINEER OF RECORD Q = � NOTE 7) 8" O.C.IN THE FIELD (38)16d SINKERS INTO STUDS (11)10d x 1 %"IN TRUSS/RAFTER EW EACH WAY 0000 cu PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.OT P BOTTOM CHORD DEAD LOAD............... .........5 PSF I- w STHD14 HTS20/HTS20 „ LL Q � MIN 16' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH (WET EMBED) (11)10d x 1 / IN TOP PLATE AND/OR STUD OSB ORIENTED STRAND BOARD O 0 fn O z z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W1 8d RING WSP WOOD STRUCTURAL PANEL ill WIND LOADING.................................................Cd=1.60 SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. LTT20B (10) 10d x 1 %2'IN STUDS (5)8d x 1 %2'IN TRUSS SYP SOUTHERN YELLOW PINE; C j ASCE 7-10, 3S GUST........................................130 MPH (NOTE 2) %"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T „ SPF SPRUCE-PINE-FUR ► BASIC WIND SPEED FLOOR DECK SHEATHING: 23/2'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL ED GES, 12"O.C. IN THE (5)8d x 1 /2 IN TOP PLATE d' 'E EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. CONT CONTINUOUS 04 1 O.C. ON CENTER N ABU44 (12 16d COMMON& 5/"x 7' DRILL&EPDXY (5)10d x 1 /"IN TRUSS N _ BUILDING CATEGORY..................................... II MIN 3/�'OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR T SUPPORTS W/8d ) HA8/H8 5 10d x 1 Y2'IN PLATE LSL 1.55E TIMBERSTRAND LSL}ENGINEERED LUMBER, 1 3/4"WIDE, UNO. M ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. ( ) (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) J INTERNAL PRESSURE COEFF........................ 0.18 (12)16d COMMON& %"x 7"DRILL&EPDXY (9)10d x 1 Y2'IN STUD LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE U- (V C&C DESIGN PRESSURES.............................. (SEE TABLE 1) SHEARWALL(SW) SHEATHING: MIN 16 OSB OR PLYWOOD W/8d COMMON: 3"O.C.AT PANEL EDG S, 6"O.C. IN THE ABU66 (12"EMBED AT GARAGE DOOR RETURNS) TSP PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. - Q 6 10d x 1 /2 IN PLATE QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS J Ln • (NOTE 8) FIELD. ( ) NOTES: QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS LL) FLOOR LOADING..............................................Cd= 1.00 HU48, HUC48, (14)16d COMMON IN HEADER � J TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/2'CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 / IN STUD QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS > SHANK NAILS. (0.148"x 3"LONG). �. QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS TOP CHORD DEAD LOAD................................10 PSF Z ■ � � BOTTOM CHORD LIVE LOAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU410, HUC410, (18)16d COMMON IN HEADER 0 BOTTOM CHORD DEAD LOAD...... (6) 10d COMMON IN TOP PLATE INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HU210-2, (10)10d COMMON IN BEAM DSP v (8)10d COMMON IN STUD/HEADER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION A D SUPPLEMENTS OF HUC210-2 V THE APA. (4)SDS Y4'x 1 %" SCREWS IN TRUSS/RAFTER QGT 18 10d x 1%"IN TRUSS W1 QUICK TIE UPLIFT ANCHOR INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Q SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID HGA10KT 1 " ( ) TOP CHORD LIVE LOAD..... .......................... ..60 PSF SQUEEKING,8d RING SHANK NAILS OR tad SCREW NAILS ARE RECOMMENDED. (4)SDS/a x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN BOTTOM PLATE ANCHORP,GE IS 3/a'ANCHOR @ 48"O.C. (UNO ON FRAMING PLAN OR SW 6. BLOCKING AT PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN Q370(STUCCO). SPECIFICATIONS) TOP CHORD DEAD LOAD................................ 10 PSF CD (� BOTTOM CHORD LIVE LOAD...........................0 PSF (26)16d SINKER IN WALL FRAMING QGT2 (30)16d x 1%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR CD BOTTOM CHORD DEAD LOAD........................5 PSF 7. 15/2"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD LGT3 (12)SDS Y4'x 2%2'IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM d' MAXIMUM FLOOR TRUSS SPACING...............16"O.C. WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2"APA RATED OSB OR EQUAL MAY BE USED T SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES W/ NOTES: WALL STUDS FRAMED AT MAX 16"O.C. FOR WALL STUDS FRAMED AT 24"O.C.,2x4 BLOCKING IS REQUIRED AT UNSUPPORTED 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT O DEFLECTION CRITERIA PANEL EDGES, BLOCKED WALL FIELD NAILING IS PERMITTED TO BE 12"O.C. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. ■ d ROOF TRUSSES.............................................. LL/240 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): r TL/180 • QTB=DTT2Z, LTT2013 STUD COLUMN KEYNOTE CALLOUT TL MAX 1"UP TO �, • QTO=HTT4 OR HTf 6(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) t 40'SPAN TABLE 3: MAXIMUM zX-TERIOR WALL,-STUD SPACING I O.C.) 4. PRODUCTS SELECTED USING QUICKTIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS O ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. TO MATCH WALL FRAMING SIZE AND GRADE, UNO. U OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 NOTES 1,2 5. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT E q R FOR SPECIFIC FASTENING REQUIREMENTS. 2 STUDS w u) Y TL/240 BRITTLE FINISH-U240 FLEXIBLE FI ISH-U120 6. POSITIVE PLACEMENT GUN NAILS,2 %"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN Q TL MAX 3/4' BEARING CONDITION WALL HEIGHT WALL HEIGHT BASE ANCHORS, CS16,AND MSTA FLAT STRAPS. � DTT2Z � F- BOTTOM OF STUD COLUMN CONNECTION a WOOD I JOISTS............................................... LL 1480 &STUD TYPE •1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT . .: 9 FT 10 T 11 FT 12 FT Z TABLE 8: SPECIFIED SHEARWALLS .2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL 0 TL/240 OR QT-REQUIRED FROM TOP PLATE TO SLAB. TL MAX%" 2x4 SPF STUD - -- - -- - -- - NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM I-- z0 2x4 N0.2 SPF - - - -- -- -- - - - I END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. O (2)2x4 NO.2 SPF,2x5 NO.2 SPF HEADER STRAPPING KEYNOTE CALLOUT LO } O 24 24 24 24 24 24 24 2 24 24 SW TYPE CONNECTION dam' X 0 2x6 SPF STUD,2x6 N0.2 SPF NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD ti w w Z 0 ' tm SW1,SW2,SW3,SW4 QTB/QTO a n . paNTABLE 1 : COMPONENT AND 2x4 SPF STUD a0 W LL a z o � I 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. TYPE OF STRAP CONNECTING;HEADER TO JACK STUD � w Q 2x4 NO.2 SPF -- -- -- =- - -- -- - - -- ! 2. QTB/QTO MAYBE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) t%T A24, �` 0 Z = 0 J<,CLADDING DESIGN PRESSURES O II ( °° DSP. T2Z KING/JACK GROUP BOTTOM CONNECTION J 0 - H Z p J w v N p � (2)2x4 NO.2 SPF,2x5 NO.2 SPF 24 24 z::24 24 24 24 24 2 24 24 ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. !1ST LEVEL STUD GROU : HOLDDOWN REQUIRED AT BASE OF STUD GROUP ti Q � W W Z 0 m Q Q ? W 0 2x6 SPF STUD,2x6 N0.2 SPF r 5 III (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) a +2 VSD LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W W M > 0 N w W 0 N W 0 WINDOWS AND DOORS GRO TO 1ST LEVEL STUDS/HEADER/BEAM. Z 0 a w 0 w La 0 w _ p EFFECTIVE ZONE DESIGNATION NOTES: J III (2)ADDITIONAL WALL STUDS REQ. FOR QTO to 0 0 M a Z w m Z F p I WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 1. STUD SPACINGS ABOVE•'ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE III NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP (n Z M 0 Q >_ N W W W N F- 0 W w ON PLAN. I I END STUD GROUPS x 1 W Q w 0 w F = I w 0 Z U I 0-20 ft2 +24.61 -26.70 +24.61 -32.95 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. SW TYPE NUMBER OF STUDS Z Q I F N F I w Z w Q tL 3. WALLS DESIGNED AS UN-BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. I III HEADER FRAMING KEYNOTE CALLOUT Q F Z Q p W p Z W a 0 a �21 -50 ft2 +23.42 -25.51 +23.42 -30.58 BLOCKING AT HORIZONTAL PANEL EEGp RECOMMENDED FOR STUCCO VENEER,SEE TABLE 2 SW1, SW2,SW3 2 (2)2x10-1 /2 NUMBER OF KING STUDS',EACH SIDE OF OPENING 0 d w 0 w 0 Q { .>,: S W## III Z W I 51 -10 0 ft2 +22.01 -24.09 +22.01 27.74 TABLE 4: NAIL .SIZE:�EG EN D IIRI ,*:- ' ,=TABLE 5: FASTENERS I N \\\�� i SW4 3 NUMBER OF JACK STUDS.EACH SIDE OF OPENING Z Z Q X F p p W 0 w I 0 z 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP 101 -200 ft2 20.91--,,; 23.00 +20.91 -25.56 NOTES 1,2,3,4 - W Q w N _ L - PRESSURE TREATED LUMBER I I I REQUIREMENT. SIZE OF HEADER(ALL HEADER BE N0.2 SYP W W W Z -X Q W U Q � � z �- DIAMETER` LEt{GTH +" UNLESS DESIGNATED C a LSL, LVL, PSL,OR WSP) Z w W Q W a H 0 Z N w w VINYL SOFFIT MAX PRESSURE(psf) +24.61 -32.95 _�'0.131',� 2-)/j- III END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER (� [Z 7 2 >- Z Q 00 Z _ a 0 0 Z Q I Q _t�dCOlVl�ilON - II Z } tLNwa U] _ Z GARAGE DOOR PRESSURE SEE FRAMING PLAN .f 3 PRESERVATIVE FASTENER TYPE I III SW TYPE 1ST LEVEL 2ND LEVEL STRAPPING Z W W 0 Q M Z _ Ir Q fY Z 3 I.- GARAGE Q L 8d RINGSHANK 0.113 2-/" I I HOLD DOWN (IF QT NOT APPLICABLE) W Z p - w 0 to w 1 ACZA STANDA D CARBON STEEL I III ;� w _ D w [7 F U - 10d x 1-/" 0.148" t1}�" III III SW1 QTB OR DTT2Z MS36/CS16/MSTA36 FRAMING NOTES Q = Q z } Z = n w - 10d 0.131" 3" STAINLESS CONNECTORS AND SW2 QTO OR HTT4 (2)MS36/CS16/MSTA36 ` ". Q F. I- 2 Z F F- 0 Z w w H M ,ty SODIUM BORATE(NOTE 1) FASTEN :RS REQUIRED. III III - 1. POWERS AC100 TEAL, GOLD, OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE 0 w Q v 0 = w 0 Z Q 1 Od COMMON 0.148" 3 III (I I SW3 QTO OR HTT5 (3)MS36/CSI6/MSTA36 ANCHORING. QUICK TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A 0 c, I- ? 3 N a U1Q 019 i, - pn n 12d COMMON 0.148" 3-%" CONNECTORS MUST HAVE ; I I III SW4 HDQ8 (4)MS36/CS16/MSTA36 HOLE%6'GREATER THAN THE DIAMETER OFhTHE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE J ALL OTHER PT (NOTE 2) Z-MAX, 120 OR TRIPLE ZINC I AND WOOD BOTTOM PLATE. MANUFACTUF.cR'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER u- 16d SINKER 0.148 3 f° Z SHEET NO.: COATED FINISH.:' : INSTA4LATION 1 (INCLUDING ACQ& MCQ) BOTTOM PLATE ANCHOR SPACING(NOTE 7) ^ 16d COMMON 0.162' 3 " ALL FAS ENERS MUST BE HOT 2 BALL LUMBER SPECIFIED ON DRAWINGS IS-INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND O ST- NOTES: DIPPED GALVANIZED. SW TYPE MAX ANCHOR SPACING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. STRUCTURAL 1. INSTALL 10d NAILS UNLESS OTHERWISE SPl;CIFIED NOTES: SW1,SW2 3/"DIA.@ 24"O.C. OR Y2"DIA.@ 24"O.C. 3. ALL METAL CONNECTORS SPECIFIED ONPLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON SW3 3/"DIA.@ 16"O.C. OR Y2"DIA.@ 24"O.C. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. Q SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER RE NOT DIRECTLY - F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER °AND HAVE BEEN PROVEN SW4 3/8"DIA.@ 12"O.C. OR%"DIA.@ 16"O.C. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. a. SPECIFICATIONS BEFORE APPLICATION OF PROTECTIVE COATING TO BE NON-CORROSIVE TO CARBO STEEL FASTENERS. 5. UPPER LEVEL MULTI-PLY STUD GROUPS TQ.BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G 0 GALVANIZED NOTES: FOUNDATION WITH LIKE STUD PLIES. O JOB NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY:BE USED IN CO TACT WITH PRESSURE 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C. RS2583 SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL,'HOWEVER THI APPLICATION MUST BUILDINGS MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF STAGGERED. Q 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTU E BARRIER BETWEEN WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. SUBDIVISION: r SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW._AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR O Atlantic Beach EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. TABLE 6: QUICK TIE CONNECTORS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. '� Country Club 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: Q NOTES_1,2,3,4, 5 e HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. LOT NO.: CONCRETE/ MIN. EDGE DISANCE • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITHHOLD HEADER FRAMING z 3 L- SYMBOL DESCRIPTION MASONRY TENSION CAPACITYDOWN. - EMBEDMENT MONOLITHIC SLAB CMU 6. DESIGNATED SW'S WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 1. ALL HEADER JACK AND KING STUS SHALL BEFASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 >- L- A QTA(QUICKTIE AQUA) . 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN O.C. STAGGERED. - Ur FLOOR PLAN: /1 ONE STORY 1 ' 3 3 3 1 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: Model Home /8 WIREIROPE�a STEEL STUD 2/4'/2/a" 910 LB. 1 /a 2/a . SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2 O TWO STORY 2"x 2"x/a WASHER @TOP PLT . ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 8d Z DESIGNED: ONE STORY QTB(QUICKTIE BLUE> CONCRETE AND FOUNDATION NOTES COMMON@3"O.C. 5.0 FT © 16"WIRE ROPE a STEEL STUD 4"!4" 1,527 LB. 1 3/" 2%a" • BOTTOM PLY OF DBL TOP PLATE MUST BE CONTINUOUS OVER OPENING = 1ST FLOOR END ZONE 1 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). O SCP/DBM (TYP) DESIGNATION © TWO STORY 2/4'x 2Ya xYa"WASHER @ TOP PLT 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END W © ONE STORY QTG(QUICKTIE GREEN) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). • NOTE:WSP HEADERS ARE NOT APPLICABLE W/MARDI PANEL SIDING, REPLACE ALL WSP HEADERS W/ H REVIEWED: 2 2X4 W/ 1 JACK STUD AND 2 KING1,STUDS 4'WIRE ROPE-Z'STEEL STUD 4"/4 2,839 LB. 2%4' 23/411 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. ( ) ( ) ( ) X 3. TOP PLATE TO HEADER CONNECTION PER ONE.OF THE FOLLOWING(NO CONNECTION REQUIRED FOR w DBM TWO STORY 3"x 3"x 3/6"WASHER @ TOP PLT 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE IZ 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. ) OQTO(QUICK TIE ORANGE) HTS16 W/ 10 10d x 1-%"@ 16"O.C. Q I� ONE STORY 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH ° ( ) REVISIONS DATE 15-6'WIRE ROPE-g'STEEL STUD 6"/6" 4,455 LB. 3" 3" FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF • MIN 18 GA. COIL STRAP WRAPPED OVER TOP PLT W/MIN(5)10d x 1%"INTO EACH SIDE OF HEADER OR a TWO STORY 3"x 3"x j;'WASHER @ TOP PLT MODIFIED PROCTOR MAXIMUM DRY DENSITY. ITIS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1- %"(OR EQUAL APPROVED BY EOR). 4. FASTEN ALL HEADERS TO KING STUDS WITH 3 8d TOE NAILS PER SIDE. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND � ) } NOTES: SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. m 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF 0 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS.` THIS CONDITION EXISTS. W 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED.LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABO E. REFER TO 10. TO CONTROL CRACKING, CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR Z TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ALTERNATIVE METHODS. OPENINGS > 6' OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 N0.2 SPF PLANK ORIENTED 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6) 12d COMMON TOE-NAILS AT EACH END. O • EXTERIOR 2x4 WALLS: ARCHITECTURAL PLANS OR FRAMING PLAN. 1F FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, W -QTB/QTG MUST HAVE(2)STUDS WITHIN W(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS R SHEATHING CONTACT THE ENGINEER OF RECORD. OPENINGS > 8 OPENINGS IN 2x6 STUD WALLS GREATER THAN&REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED SPLICES,NO ADDITIONAL STUDS ARE REQUIRED) -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). (2X6 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8) 12d COMMON TOE-NAILS AT EACH END. Z . EXTERIOR 2x6 WALLS: PRE-ENGINEERED TRUSSES & I-JOISTS -NO ADDITIONAL STUDS REQUIRED AT QTBIQTG LOCATIONS. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE D -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION'.TO STANDARD WALL 'RAMING STUDS) SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE:CABLE, ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEETEx STA OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. P' 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING V © • • CONVENTION OF THE LAYOUT SHOWN HERE. LL =, 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL Q WITH THE TRUSS SHOP DRAWINGS. R'�Ir 5.0 FT BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTOCONSIDERATION .:SIXa f RAL END ZON E 4. TRUSS UPLIFTS HAVE B K DURING THE DESIGN OF THE UPLIFT 2ND FLOOR (TYP) DESIGNATION 1G1 IN* RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. �e°` C', •• �� ` 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE J •«' Qj� 5 •,1 ° `� ENGINEER OF RECORD IOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. O +,- . i r`� •°,� <y Z � ~ • Air LLI i \/ `�I� 2,•••tea °v(� /e D/ ek'B Murray'* QT ENGINEERING Q P.E.�No.�71457 l , 07-24-2014 s CONTROL JOINT (CJ) NOTES: FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES 1. TIMING 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE 8"x8"DEEP THICKENED EDGE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 TABLE R40 CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING W/(1)#4 CONT AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT. PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE 12"DEEP FTG W/#4 @ 12" RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. EW UNDER BOX COLUMN 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT 2. DEPTH SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL THE CUT SHOULD BEAT LEAST 1"DEEP, BUT NOT MORE THAN 1 %4'DEEP. FOUNDATION WORK MAY BE REQUIRED. Cn C 16"SQx12"DEEP FTG W/ 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN co 3. SEALING (3)#4 EW ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL Q THE CUTS SHOULD BE SEALED WITH NOT R PLANS FOR LOCATION OF SLIDING GLASS DOORS. 0 (V RIGID EPDXY OR ACRYLIC 24"SQx20N"DEEP FTG W/ 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. D (3)#4 EW SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. M + O J EA 30"SQx20"DEEP FTG W/ a N A LL (4)#4 EW 04 0 U) 36"SQx20"DEEP FTG W/ 11q � (4)#4 EW 0 48"SQx24"DEEP FTG W/ (5)#4 EW, T&B N E N N M U_ I U_ 0 87'-8" T-10In z ■ s O (n 28'-8" 12'-8" 24'-8" 21'-8" C/)Y Q •2x10 NO.2 SYP PT FLOOR Of Of JOISTS @ 16"O.C. L •ATTACH TO BEAM/LEDGER 6x6 N0.2 SYP PT (U w/LUS210/LSSU210 POST FROM O 7 SIM ABOVE, (7)TOTAL •RIP JOIST TO ESTABLISH LU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 r - - - - - - - _ - - - - -;:;� - - - - - - - - - - - - - - - - -� SLOPE PER BUILDER _ O o I 4 I /:: _ ' — — — — — — — — — — L — — — — — — — — — — — - - - - - - - I '/� I I i CD 9 I I I (2)2x12 NO.2 SYP PT Z 16'-0" 10'-6" 5'-0" 6'-1" 4'-0" i I '-5" //Al/ I FLUSH BEAM I � f-- eo I I I 1 LO Tc N - - -- - -I 't x0 Z 10 I a ❑ j I I I I I I co (2)2x10 NO.2 SYP PT LEDGER, FLUSH BEAM TO LEDGER �, Q j N 0 0 IZ LZ Q Z 3 w/(2)A35 PER DETAIL"A", 0 - W v H WO _ _ ATTACH TO SOLID FILLED CMU 2 'd' W = U 0 FOUNDATION WALL w/(2)ROWS I Z 0 _ W U rn SHEET ST-5 In 0 0 - P U N p O J - } I I I %"(11 x 6"EMBED DRILL&EPDXY « I Q f- W W - 0 m Q Q ° W w - ao zzz0 I I I I r` I r I OR EXPANSION ANCHOR - I SIM w w a 0 W w w ° Li N '� ° 3£ - 0 N _ oama . zap= w � mzI_ I (n zM0a } ww � Nm ❑ zW a Qt� rn = w I- - w o w awe Owe = wr rj13° — - - - - - - - - — I I Z � = oa -' aa � Iz- � z6 < � I I— I I I a � ZFZZWL - 0X � 0 ° - - - - - - - - � _ oWwa = a ow � paa - - - - - - - - - - — — N '- - - J I I I 3 I I W o o ❑ w _. I I Q n� ww w0 1W 2 2x10 NO.2 SYP PT LEDGER, Z Q x 0 0 F- 0 = w ❑ Z '' O ATTACH TO SOLID FILLED CMU I w Ix 0 W I. z - -� G 1C\1 I I w xQ ° aa 4. ° V , D � � I FOUNDATION WALL w/(2)ROWS I I Z w W < 0 aw z 0 ti F Z N w w 3 I Y"O x 6"EMBED DRILL&EPDXY — z = } w a z z i [] p C7 F_ z s D OR EXPANSION ANCHOR I Z Q O - - a Q 0 akoISN _ _ r, r, wrnwa NZZ - - - � I Z wWozmzwaQF- � 3 � � a �- - - - - - - - - w _ o r, w_ r, P �_ w ° - - - - - - - - - = - - - p �. � zz ��- � ° zwa I � nFw- ? 3roau�iaom � Zng °° I 6 4 I , O LL 2 0 •2x10 N0.2 SYP PT FLOOR O v z SHEET NO.: 31'-12.. 11'-6" 2,81„ 3'-7" 5'-11. 14'-02 I 2 JOISTS @ 16"O.C. 0 ST-2 ' ` I •ATTACH TO BEAM/LEDGER ?' w/LUS210/LSSU210 0'-91" I I FOUNDATION NOTE 3 I 2 o •RIP JOIST TO ESTABLISH O SLOPE PER BUILDER a PLAN � I O JOB NO.: " RS2583 I I I Q I _ N I I SUBDIVISION: I I cJ I o Atlantic Beach M I I I N U- Country Club MIN.6"SLAB I Q Q I DEPTH BELOW N CJ I I LOT NO.: FIREPLACE z 3 I Q FLOOR PLAN: I I ` j 6 3 6 I a o Model Home I ` I I I z DESIGNED: I I _ i — — — — a I ► SCP/DBM REVIEWED: = — �I I I I I w DBM IN L L — -1 c'IN I I a - - - - - - - - - � I Q N I � I — - - - - - - - - - - - I REVISIONS DATE I f I — — — — — — — — — — — — — — — — — — — — — — — - 6"BRICK LEDGE I — — — —I I I w/(1>#5 CONT. I I m 2 6 I I A o I I I w s I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - -� I- - - - -j I O - - - - - - - - - - - - - - - - - - - - — — — — — — — — — - - - - - — — — — — — — — - — — — — — — — — — — - - - - - - - - -� Uj Ujz 1'-62., 14'-52.. 8,_3 = 5'-4" T-9. 4'-8" 19'-8" 41 PIE X 'i 16'-0.. 21'-4" 24'_0" 24'-4" I— • • .4 UCTU a g+: d I NEEfZI G /i , `0 714.. 7 y sle _ `rx F 3 11 — 1 11 w t t 1 i3 Iri \ FOUNDATION PLAN 1 /4 - 1 0 X ✓®� OVAL w �11iS4isl1 a' Derek B. Murray 4= Q QT ENGINEERING P.E. No.71457 07-24-2014 t FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: co A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS N BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. N B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. co J 4. PORCH BEAM FRAMING NOTES N L— L A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. O NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT Cf)ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH 0 BEAM TO STUDS W/MS24, HTS20,OR MSTA24. p) B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N PORCH BEAM TO TOP PLT W/i iOR MSTA24. 04 N NOTES C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. M U- 1. FLASHING&WATERPROOFING ARE OUTSIDE PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR OF STRUCTURAL ENGINEERS SCOPE&SHALL PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR LL NO BE DESIGNED&SUPPLIED BY BUILDER MSTA24.STUDS TO TOP PLATE W/i iOR MSTA24. LLl LO 2. BUILDER TO SUBMIT SHOP DRAWINGS OF 2 STUDS 0W D. BEAM ATTACHED TO EXISTING FRAMING J M0 -1--j o PROPOSED HANDRAIL CONSTRUCTION FOR 0 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS APPROVAL BY EOR PRIOR TO CONSTRUCTION &INSPECTION. •6x6 NO.2 SYP PT POST, (7)TOTAL W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. z ■ CONT TO FND WALL BELOW O SW2 M •POST TO SOLID FILLED FOUNDATION 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED Y -0 (2)2x6-1/2 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 I I (2)2x6-1/1 WALL w/DTT2Z OR ABU66 AT THIS SECTION ONLY (2)2x6-1/2 (2)2x6-1/2 III 6. BLOCKING AND EDGE NAILING IS REQUIRED AT ALL HORIZONTAL AND Q III 21D �)2 VERTICAL SHEATHING PANEL EDGES N � (� O III NOTE 4 w O III III (2)2x 1/2 (2)2x10 PT 0 WSP HDR 0/2 IIIw IIIA SW2 SEE"TYPICAL PORCH SHEATHING DETAIL", IIIo SHEET ST-6 M � WSP HDR 0/2 " III Y 0 2 STUDS '6 w III (2)2 1 -2/2 B z ¢ o a 0- z � � � � `° z -- � o U) O (2)2x6-1/2 =O U) w (2)2x10 P ms- HDR 0/2 FLOOR z O f/1 z a B 000 � X z 20 4 STUDS u) mj 06 06 11 L3 p co Z � a � I � 0 � � ' Nw �L0WDW ❑ (2)2x6-1 QTB 0 , Y e Lid 0 w 0 0 LL F Z o w o w u w m � � B ooh' I` } a ° Zw ° � mJzz ❑ 2STUDS pw mom aFIW - ° maTanwtz (2)2x6-1/2 �B) m z O w W ° N F- p U( 3STUDS � w 0 im 22xOP Ww WWWNN - ° ) 1 . ❑ w O ( W J - ° UL- O a 0 z ° d W ° � F- 2 R _ Q I- W II (2)2x61/2 zv0 U) 00M 'iwPW -IMOZW II 3sTuos � W o � w a ar, NIWWw � u� U � 11 Y4"LSL M U) NOTE 4 ) w _ VIII ❑ j I -- II � - 11-- (DI B o_ oW z a = F- N ° � M � PMzw LL Q � za ° W0Zwa ° � o ° - W a PLANKORIENTED H Ill- - - - - - - g - - - - - - - - - - - - - = m ° Q w w I ° ° p W ❑ ° a w — — — — — TRUSS GIRDER— — — F2)-2x10 P DR SILL II == == _ = == = = == TRUSS GIRDER — , [7 � wtlZwwZEll ❑ a � Z U ABOVE SGD TO JACK/KING O II B 2STUDS u w cn � I NOTE � zawF- ° U - � I �` ❑ - SW3 3STUDS w w Ei - ° � z �' - U.U. z STUDS W1(2)A35 ;a> II 3STUDS � w p N ' 0 NOTES 3&6, WHERE APPLICABLE J z z w a w a iz z z D F z N w Z 4 - QTB - -- G2 n ❑ t� w -- I � zQ � 0 3� ST-6 C� tq ° ❑ Z } aNwa � NZz1 0 II z Zw ° am ? - gat- z3 � a t II (2)2x6-1/1 w Z N a U W w ii W 0 ° - rII p � 4 = zF� v zw0 ° w � � m IIS LU O GARAGE DOOR DESIGN Z [] a � UM ❑ I w ° Za 1 O11Y4'"LSL 0 IIS O (3)2x12- / WIND LOAD(PSF): O rL3 —z aNQFO ['� � Zc°� n _ +21.69/-26.41 J w o - (3) 14"LVL 2/3 II LL II � z SHEET NO.: w/(4)2x8 SYP PLANK �+�-� N t7 z ORIENTED HDR SILL ABOVE II O °x° GD, FASTEN PLIES w/(2) II 3 OWS%"O x 6"LONG SDS II o SCREWS @ 12"O.C., I STRUCTURAL Ji STAGGERED II I a FRAMING PLAN SEE"TYPICAL PORCH I II I � J G4 00 JOB NO.: SHEATHING DETAIL', w II C° ST-6 U RS2583 SHEET ST-6 m II M °6 N PLANK ORIENTED HDR SILL II U) D ABOVE SGD TO JACK/i II � O � SUBDIVISION: Q STUDS W/(2)A35 I II z o Atlantic Beach II GARAGE DOOR DESIGN (3)2x12- / WIND LOAD(PSF): LL Country Club + +21.69/-26.41 ¢ c`� II 4 STUDS u) w LOT NO.: II QTB z 3 (2)2x6-1/2 (2)2 6-,112 (2)2x6-1/2 I I fix p A (D FLOOR PLAN: O Model Home WSP HDR 0/2 WSP HDR-0/2 J O 11 Ya'LSL Z DESIGNED: G2 v SCP/DBM ISOKERN FIREPLACE 2)2x6-1/2 E PER MANUFACTURER � ST-6 w w �" REVIEWED: 5�, Z w DBM a (2)2x6-1/2 ¢ REVISIONS DATE NOTE 1 NOTE 4 € 2 STUDS � � m 6x6 NO.2 SYP PT POST, QTO o 0 (5)TOTAL LU z O w z rn O PEX• LL F2�Ca U A O °h ms z LLJ 0- FIRST LEVEL STRUCTURAL FRAMING PLAN - $� � � �,� �n�r� �Udrek;6;Murray s I P.E. No. 71457 QT ENGINEERING ¢ 07-24-2014 r° ) I b Al ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH (y) DIMENSION OF TRUSS MEMBER. O • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS N BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. co 3. LEDGER FRAMING NOTES: O J • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O LL EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX N 24"O.C. SPACING) T. - NOTES • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 04N ® C 1 .FLASHING&WATERPROOFING ARE O rSIDE LOCATIONS ON PLAN OO N OF STRUCTURAL ENGINEERS SCOPE&I • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER O _ BE DESIGNED&SUPPLIE • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK CD BY BUILDERS PROTECTION AGAINST CORROSION O 2. BUILDER TO SUBMIT SHOP DRAWINGS OF i PROPOSED HANDRAIL CONSTRUCTION FOR LEDGERS SHALL BE SECURE TO WALL FRAMING WITH d- APPROVAL BY EOR PRIOR TO CONSTRUCTION WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N E &INSPECTION. FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. N N M LL ROOF FRAMING LEDGER: 28'8" 2x6....................(4)12d COMMON 28'7" - 12'9" 24'T W N 2x8....................(6)12d COMMON 2x10..................(8)12d COMMON J LID 2x12.................. 12d COMMON .. J FLOOR FRAMING LEDGER(W/NAILS): z +-r O _ j w PT 2x6................(3)16d COMMON Z ■ � 0o W N 04 N C14 r- N N N M co 6 0 � PT 2x8................(5)16d COMMON N N O O O O O O O O O O O fn •2x10 NO.2 SYP PT FLOOR JOISTS @ 16"O.C. PT 2x10..............(7)16d COMMON Y � ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ C/) ~ ~ � � � � � � W � � W LL � � *ATTACH TO BEAM/LEDGER w/LUS210/LSSU210 PT 2x12..............(9)16d COMMON Q d' LO (O (O (O I` •RIP JOIST TO ESTABLISH SLOPE PER BUILDER J 06 04 H H H H H N FLOOR FRAMING LEDGER(W/SCREWS): PT 2x6................(3)%4'x 4-%"LONG#14 WOOD SCREWS NO (10 l PT 2x8................(5)%4"X 4-%"LONG#14 WOOD SCREWS PT 2x10..............(7)%4'X 4-%2'LONG#14 WOOD SCREWS W -0 J07 PT 2x12..............(9)%4'X 4-%"LONG#14 WOOD SCREWS F- — > > O 4. OVERFRAMING NOTES ■ 2x10 .2 SYP T • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. JOT ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. FLOG LEDGER • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d 0 3' 11 3 ' ATTACH w/SC WS U COMMONS MIN. JOT PER TE 3 FLUSH BEAM SYP PT • EACH RAFTER TO"SLEEPIER"W/SIMPSON H3 UPLIFT Y 1 CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. JOT • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO a (0 ti 00 M 00 00 O 00 00 00 DECK GIR RR RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. N O O O O O O O O O O O Z LL ,, LL LL LL LL LL LL LL LL W W _ CONNECT ON O t � RAFTER SPAN SCHEDULE J07 � - 2'- 2' 2'- 2' 2' 2' `-° ja N 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' oD 2-- 171eo �- "' } SPACING LUMBER SIZE J07 L J•L N 2x6 2x8 2x10 2x12 LO FITL 6-2 'FG5 12" 14'-5" 18'-3" 21'-8" 25'-6" � w w z 0 g W IL rj 16 LE III 12'-6" 15'-10" 18'-9" 22'-1" a N W O W LL a Z J07 z •E3RG OCK R Q,SEE OTE 2 24° w p = 0 Y I- ❑ w 0 IL. s 10'-2" 12'-11" 15'4" 18'-0" N 0 0 ? F v ❑ •'f RU ST DS w/(2 HTS20 ' W 20 L.L./15 D.L.#2 SYP r. a W W Z ❑ m a a z z 0 N N u- 2 0 N0.2 PPT CEILING JOIST SPAN SCHEDULE F- F- W J06 Z oawo °ww � o � NNo � ,-J-57 c HUS26 m ) F OR LE ER, •2x10 N0.2 SYP PT FLOOR O.0 LUMBER SIZE Z 0 a } W w H N N m 0 Z W O _ d. d A ACH w CRE JOISTS @ 16"O.C. SPACING W a IL F a C7 m I W W N F m W (�l P NOTE - •ATTACH TO BEAM/LEDGER 2x4 2x6 2x8 2x10 Z W o Q 0 F- F I w 0 Z 4 HTU26 o O N N N HTS2Q iOR N N N N N N N N a I J I- z W -3 w T38 N �? N N N N N N N N w/LUS210/LSSU210 - F �- O W O p ❑ 0 L7 N MST @ FG W= d d d d d d �t d •RIP JOIST TO ESTABLISH 12" 11'-10" 18'-8" 24'-7" 26'-0" (n a W Z F Z X Q Q. . Q C� << ❑ Q Q Q Q Q Q Q Q _ ° � wW2 � ❑ p ° w � ° aw 26-3 F- '. :' 2 ; 2 <-., ;2. ❑ LL 2 2 2 = 2 2 2 2 SLOPE PER BUILDER 16" 10'-9" 16'-11" 21'-7" 25'-7" m C7 a U Z Z T38 Ui4hQ 2 z ,.. E FG6 ►— z "� w � o � zaoz � r -ir - r - r � � r � r r r r rr - ` L L ` L ,y HTU26 L J L J L J J J J J L J !. rJ L J L J L - 13'-11' 1 -7" - Z a X ❑ W r r W _ W Z U F w m — Ur ❑ F- �� FG2 � . , 9 31110 L.L./5 D.L.#2 SYP7 W w Q x a w - a L` Z 20' 11" W U ❑ W � (0 (0 (0 (0 (O (0 (0 (0 (0 (0 c0 e I NOTE 1 HTS20 0R' T55 Z w w a F ❑ - F Z rn w w T37 HTU26 (V N N N N N N N N N N ZI >-z < 0— an0 [7Qw0 i� 0 a C7 0 - Z I - ,'. (n (n (n (n (n (n (n (n (n (n (� (~ MSTA24 @FG6 T54 ❑ Z >. w m w 4 m - Z v _ HT 20 OR Z W Z OJ m Z a N Z Q F U T36Z2 Z 2 2 2 2 = 2 2 = 2 / �;, MSA24@FG6 W W _ Z } L7WL.9H1�J w4WUd HTU26 Q Ia z2 v � - a _ 2x10 P.2 SYP rjOOF T53 ' F- � Iz �F � OZwD ° W1- � LEDG R, SEE TE 3 - Z U a - n w 0 2 w ° Z a T35 t O til- ? 3NaNQo2- ZncJi HTU26 T52 } Z SHEET NO.: T34 N - L`- HTU26 ST-3A T51 A I=- T33 HTU26 o ROOF FRAMING EN b° T50 J L J L a PLAN L � # 0 JOB NO.: N } r M T32 HTU26 T49 N FLUSH BEAM TO RS2583 LEDGER W/A35 21'1"8ji 22 4 FACES,, (2)TOTALBOTH SUBDIVISION: T31 L HTU26, T48 r O Atlantic Beach LL Count Club T30 TU26 dj T47 Q Country LOT NO.: y; A DECK GIRDER Z 3 T29 ST-3 CONNECTION MTS12 HT 26 (2)HT 20 OR( )MSTA2 @ FG1 GE04 0 FLOOR PLAN: T28 , r , r , r , r J10 N N N N N N GE03 - Ys, J12 -j Model Home O DESIGNED: ' io _ N: J 10 J J J L �S T�56--LU6 6 _ J06 U SCP/D B M W I— REVIEWED: q (7 M M co co M M c7 cON (0 x r y O r W DBM CL J09 w 5' 0 6' (2) TS20 a Q REVISIONS DATE J08TA— �1 �1 00 O O O r- �- c- N N N ('O r r �M N N N 1- Ln O O O O Cfl (0 (0 (O (O Q m O O (") �t d d d d d d d r r r-cf d d �t d d' IT d' 1- d' d d d � O 2x6 x 6' LONG NO.2 SYP SCABBED RAFTER TAILS PER TYPICAL WALL 0 SECTION, SHEET ST-5 Q _ 36'3"8 23'5"8 24'4" 2'— T Z io 0 94'7" 1 PEXI• eAPEX TRUSS ENGINEERING NOTES: a GROUT P,9L • UNLESS SPECIFICALLY NOTED ON TRUSS FRA O r��E MING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING O o' No 7 r :5 TO THE TYPICAL WALL SECTION SHEET. Z E • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING . T LEVEL ROOF FRAMING PLAN n — 8500# DRAG LOAD APPLIED TO TRUSS T46A. y '�.,`<rA) of `.*,Q FIRS 1 /4 - 1 0 x �� `� A 10 .1, Q Dl� ,.,Mu rray QT ENGINEERING P.E. No. 71457 07-24-2014 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. } Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS O BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. (V a B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH N FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. M p _j 4. PORCH BEAM FRAMING NOTES p N A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. _L NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT N O WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT M ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH ' BEAM TO STUDS W/MS24, HTS20, OR MSTA24. p p 0) B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. N Q1 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. M PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR J K_ PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR LL N MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. 0 W LO D. BEAM ATTACHED TO EXISTING FRAMING J ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Z ■ � o (n 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED (n AT THIS SECTION ONLY I O cu > > o O U Y NOTES a 1. FLASHING&WATERPROOFING ARE OUTSIDE OF STRUCTURAL ENGINEERS SCOPE&SHALL Z BE DESIGNED&SUPPLIED BY BUILDER O 2. BUILDER TO SUBMIT SHOP DRAWINGS OF 1 MSTA24 1 MSTA24 PROPOSED HANDRAIL CONSTRUCTION FOR 1 CS18 1 C318 APPROVAL BY EOR PRIOR TO CONSTRUCTION &INSPECTION. l0 It Ww ix z 20 (2)2x6-1/2 (2)2x6-1/2 NOTE 4 ' rj Q O � UI •4x4 N0.2 SYP PT POST, Q N W 0 W LL Q z (7)TOTAL W 0 = [] 1[ F 0 W 0 LO En 0 F W 0 O W U 2 NOTE 1 II NOTE 1 - - POST TO POST BELOW II (2)2x10 (2)2x10 (2)2x10 (2)2x10 w/ 2 CS18 Lo W ;t. O ao Z J - mJz o }} II SHEATH SW PRIOR TO FRAMING ": W w m mw p o m W W LL N (� o II DECORATIVE COLUMN ; "i Z O O m F �' O W Z 0 M W J m 0 Z U II W Q ED En a a Q U' N I W W N F- - W W NO HDR- 2 (2)2x10 W 0 W F = 0 U r; II Z � F � QJa � � P' WzW � LL O tY U a z ❑ W ❑ ZLL. aoX_ o r, QMWOz ❑ wzw :1 w II : QEl w Om0 ;. 3 ZZ XH ❑ pl- _ IW ❑ Z - LU j - oW I- zaF- WIA — � U' II W WWZ x < wL3 < m wZ w Qm � I- o _ 0 ww Ido _ Z _ F z Z Z = < 0 (2)2x6=1/2 � "- ! z - - - (2)2x6-1/2 ;• r. g �- z Ozzanar, Qw a � Z ZpoZ � `` mwa � m ? ZI�- F°- (n 11w _j `0 W WWJ � mzwOQ �" W3 � F- Q O D Z O m 2 U C7WCQ7 IIS NO HDR-0/2 U) (2)2x10 Q¢ FQZ � F� 1[ 0Zw� 0w � � 11 _ F- IZ - II c Ocnw x z0 < L1M02 W Z _ ❑ W J 0 Z O Q� 01- ? 3Nauw < aMP � 0 a g Z Zo ° tL II omQ II Cs SHEET NO.. aw o o z o w ST-4 g Uj o o m STRUCTURAL m Z o FRAMING PLAN Q � � a NO HDR-0/2 f = O (2)2x10 1 O JOB NO.: B 00w ¢ E2 2 RS2583 I ° O � (2)2x6-1/2 0 SUBDIVISION: s - (2)2x10 o Atlantic Beach 2 STUDS jQ0_N`2`U9 NOTE Q Country Club QTB LOT NO.: 1 Z 3 FLOOR PLAN: O Model Home Z DESIGNED: v SCP/DBM LU REVIEWED: LU DBM ¢ REVISIONS DATE MM� W 4 W Z O G ¢ Z PEX � VJ e L_O U ¢ STRUC URAL Y a SECOND.- LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 1 ' W ;1 O F- �^ A 7 C)P / /I APEX 0 X , � .� y tvy W0Fi IO ��reknB �U py QT ENGINEERING P.It'.`No.a7'L457 07-24-2014 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH ('7 DIMENSION OF TRUSS MEMBER. N • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS CV BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. co 3. LEDGER FRAMING NOTES: J • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT 0 LL EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX N 24"O.C. SPACING) L • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED C N O LOCATIONS ON PLAN OO • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 4 _ PROTECTION AGAINST CORROSION 0 0 • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK , LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. N _N ROOF FRAMING LEDGER: M LL• 2x6....................(4)12d COMMON CV 2x8....................(6)12d COMMON 2x10..................(8)12d COMMON L 2x12..................(10)12d COMMON J � � FLOOR FRAMING LEDGER(W/NAILS): + PT 2x6................(3)16d COMMON O ■ fn PT 2x8................(5)16d COMMON PT 2x10..............(7)16d COMMON C/)Y PT 2x12..............(9)16d COMMON CK Q L FLOOR FRAMING LEDGER(W/SCREWS): L PT 2x6................(3)%4'x 4-%"LONG#14 WOOD SCREWS 0.. (Cf PT 2x8................(5)%"X 4-%"LONG#14 WOOD SCREWS It a) _ PT 2x10..............(7)%4 X 4-%"LONG#14 WOOD SCREWS w PT 2x12..............(9)%4 X 4-%"LONG#14 WOOD SCREWS I- D O 4. OVERFRAMING NOTES ■ • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24"O.C. MAX. • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d COMMONS MIN. • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT V CONNECTOR. Y 247- 28'8" . ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 2x6 x 10'LONG NO.2 SYP SCABBED • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO a a OVERHANG,ATTACH TO TRUSS TOP RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. Z CHORD W/(2) ROWS 10d @ 6"O.C. STAGGERED(TYPICAL @+4'OVERHANG) RAFTER SPAN SCHEDULE SPOACING LUMBER SIZE O O O O 0 O 0 CO 0 CO O 2x6 2x8 2x10 2x12 LO 12" 14'-5" 18'-3" 21'-8" 25'-6" ►�� W W z F 0 kx J01 � 0 0 0 0 0 0 0 0 0 00 T- w 1s" a ° ❑ < - 00Mui HTS 0 f- I- 1- E '- I-- I- I- I- �- f- I- I- 12'-6" 15'-10" 18-9" 22'-1 ti Q 7 N w 0 w w Q Z 24 sel-- a WO 10'-2" 12'-11" 15'4" 18'0" N 0 0 II- 0 W ❑ ❑ -i - U J 02 20 L.L./15 D.L.#2 SYP L w 0 _ W n 0 Z J05 O � � � > 0om - Ou � I ILL W W NWW Ul - p CEILING JOIST SPAN SCHEDULE Z ❑ a w 0 w W p w N _ p I- I- w x O.C. CO ❑ 0ma Z I.- W -1mOzo J03 • ' LUMBER SIZE (q z 0 } w ❑ w w J05 SPACING w 40. l.- Q0WIW WWF, @WlX 2x4 2x6 2x8 2x10 Z Q = F- N � � � FFI- MZWQ14- J 04 J 05 12° 11'-10° 1 s'-a° 24'-7" 26'-0" = o w Z a °z ° o x - a 16" 10'-9" 16'-11" 21'-7" 25'-7" Co 0 W Z p p Z W ❑ ❑ Q w LIQ [] EJ WW NOQ � W t 24" 9' 3" 13'-11" 1T-7" 20'-11.. Z Z Q X W 0 ❑ F- 0 - I W 0 Z J04 w a - ❑ W I- zal- Wrn - at9 J05 10 L.L./5 D.L.#2 SYP LU w W Q X f H D Q w LL w z wa � zz � zUjP z } s — - IZQ {r" t J04 z N J04 J05 _ w w ? olt7wtw7 ❑ QNwQ � � � Z ° o � I- o Q 91 :r UpwQ � H N - z [] < - � OI� WOZQ 004 yW 6' O UFw- ? 3cvau�iQo �i1Zc❑in T rv38' 1LL JO5 2x6 NO.2 SYP SCABBED OVERHANG SHEET NO.: J04 ATTACH TO JACK TRUSS w/(2)ROWS Z 1 Od @ 4"O.C., STAGGERED&(3)1 O 0 ST-4/'1 J05 TOE NAILS TO GABLE TRUSS H J03 ROOF FRAMING a PLAN J02 J05 O JOB NO.: 1 x RS2583 J05 Jul SUBDIVISION: IT I `- N M a, O Atlantic Beach O OO HTS20 �- Country Club Q , LOT NO.: U 2x6 x 6'LONG NO.2 SYP SCABBED Z_ 3 RAFTER TAILS PER TYPICAL WALL } SECTION,SHEET ST-5 2x6 x 10' LONG NO.2 SYP SCABBED FLOOR PLAN: OVERHANG,ATTACH TO TRUSS TOP o Model Home CHORD W/(2)ROWS 1 Od @ 6"O.C. STAGGERED(TYPICAL @+4'OVERHANG) Z DESIGNED: 5313" (� SCP/DBM w REVIEWED: w DBM CL Q REVISIONS DATE m a w 'F, Z O wwC G Q Z O PEX F" U • fAPEX ti TRUSS ENGINEERING NOTES: �as�� It 3 CTU E°GJNIjE, INS ., • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING O ' ° `' `' 1s% TO THE TYPICAL WALL SECTION SHEET. r L 0. 1 /^ �� • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING U r) ti 0F 9•;la SECOND LEVEL ROOF FRAMING PLAN �F — 1 0 w a �'l.i&iY4d113g�� Q Derek B. Murray QT ENGINEERING P.E. No. 71457 07-24-2014 TRUSS OR RAFTER TO 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TOP PLATE W/H4A OR COMMON TOE-NAILS @ EACH END 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT O S B QTA TO HEADER TLOK06, UNO ON ROOF BELOW LO FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BLOCKB KN WOODIPANELAND CENTER OFNG, 3/4"BETWEEN TOP OF LOCATED DIRECTLY OVER STUD COLUMN. Cn FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. III III III TRUSS OR RAFTER TO TOP PLATE W/HA4 _ 3. PLACE QT's AT MAX 48" O.C. EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT ( III OR TLOK06 LINO ON ROOF FRAMING PLAN 0 I I ( N w MINIMAL UPLIFT WALLS") III LL = _ _ I I I EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x6 x 6'LONG NO.2 SYP SPANS OF 20 FEET OR LESS.QTA@ MAx48"O.C. OVERHANG RAFTER 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. IIII III o CABBED TO TRUSS TOP 2x6 NO.2 SYP OVERHANG I I I FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O s 5. QT ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III o LL. ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ RAFTER SCABBED TO III TYPICAL TYPICAL TYPICAL Lq N ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED; U.NO. TRUSS TOP CHORD w/MIN HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ 111SPACINGUNO SPACING UNO SPACINGUNOIII r' C INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.O ON (16)10d COMMON NAILS 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11" 00 O PLAN ,SEE TABLE 6:QUICK TIE CONNECTORS ON III III N SHEET ST-1 FOR TYPICAL INSTALLATION EMBEDMENT IIII ; TYPICAL QTA @MAX 0 � TRUSS OR RAFTER TO TOP STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 OR TLOK06, LINO III III 48"O.C., MIN(1)PER d WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN AL E RNAT E QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL N .E (QTA REQUIRED FOR N N WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 1 . GA LE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES III S�/�/ I SW' III ROOF LOAD BEARING M WALLS ONLY) STANDARDFOR ONE AND RAISED HEEL CONDITION DO OT REQUIRE QT. BOTTOM PLATE ANCHORS MAX 48" O.C. OR PER TABLE 8: III I I N (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) @ III III O SPECIFIED SHEARWALLS, SHEET ST-1 . I III u.T III I I 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED, LOCATIONS ARE SHOWN, QT SPACING MAY III III STUD SPACING PER III > ' TABLE 3:MAXIMUM BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD zFAST ■ �� EXTERIOR WALL STUD TRUSS W/9 dC0 MON@6"O.CN BOTTOM PLATE TO GUNO. AT APPROXIMATE MIDSPAN WITH A %2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT ABLE Cn SPACING. ROOF AND _0 FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM2 2ND Y FROM 2ND LEVEL Q INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.o 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE DBL TOP PLT To ON PLAN SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER SLAB 0 TYPICAL: BOTTOM PLATE TAB E 8: SPECIFIED SHEARWALLS, SHEET ST-1 . IIII IIII w �_ TO RIBBON BOARD W/10d (_- COMMON @ 6"O.C. FLOOR TRUSS III I I a 2ND FLOOR END O BY OTHERS GABLE FLOOR TRUSS BY OTHERS HEADER TO TOP PLATE III - - - - - - - - III STUDS TO 1 ST Cl) CONTINUOUS 2x4 III IIII CONNECTION PER HEADER FLOOR HEADER W/ F- ■ � (2)MS36/(2)CS 18 � 14, RIBBON BOARD FRAMING NOTE 3 ON ST-1. III III WITH(9)10d EACH 2x4 N0.2 SYP DIAGONAL BRACE @ 48" NOTE 3 III III END OR QTA O O.C. DIAGONAL BRACE TO FLOOR WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10d NOTE 1 &2 1111 TYPICAL IIII V R 11 COMMON TOE-NAILS AT EACH END. _ I I (SPACING UNO FASTEN GABLE TRUSS TO DBL TOP s III TYPICAL QTA @MAX _ III 48"O.C., MIN(1)PER Da.. PLATE W/8d COMMON @ 6"O.C., UNO I I I III IIII SHEARWALL I III SW III ROOFRLOADIRED FOR O WALL SECTION AT FLOOR ALT. WALL SECTION AT FLOOR _ _ _ _ _ _ _ _ _ _ I 1 - �I- - - LL - - � BEARING WALLS PERPENDICULAR FLOOR TRUSS CONDITION PARALLEL FLOOR TRUSS CONDITION III III ONLY) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) IF REQUIRED QT R (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) � SPACING IS GREATER III III � ADDITIONAL STUDS LO THAN OPENING I11 I III REQ. IF QTO, SEE Iq x ❑ Z 0 TYPICAL LIFT QTDTH, PRESERVESPACING AND DO ~ Q ul 0 p w 0 LL Q Z III 1 I ( TABLE 6:QUICK TIE a v p z � M m ANCHORS, SHEET 1` w CABLE NOT INSTALL QT I BOTTOM PLATE I w D = �t I- p W 0 EACH SIDE OF III ANCHORS @ 24" III STA L0 J 0 0 z I- Z °o J o w U rn GABLE END TRUSS , OPENING(U.N.O.ON O.C. MAX dap zWw - mwZZD g III III a � ww - 0M MM 0WLL PLAN) O WW � > ° NWW ° � N � o TYPICAL BOTTOM PLATE ANCHOR @MAX Z ❑ IL W a I- a H ❑ W w - ❑ � 48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. U)11% W 011ma Z W F- wJm - Z V TABLE 8:,SHEET ST-1.(8"EMBED INTO �� -_ -_ - -_ -_ _- - -_ -_ STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER CORNER INSTALLATION �� T _ On EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:MAXIMUM W Q w Q [9 N 2 w w N I- z w EXTERIOR WALL STUD I I 1 I- I- 0 Q O a ❑ a 0 o W I- 0 U Z Q = FNjI � I- I- � ZW < LL (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45 CORNERS) Q z I- z W W z w X 0 0 SPACING. ROOF AND I � � ❑ a W jx O W w p Q a FLOOR BEARING. 2x WOOD STUD WALL 1 (1)QUICK TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ - TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR m c� Q M W W Z W °W Z N 0 Q W ;, . :• a (2)2x TOP PLATE OVERLAP lNG PLATES.~ SHEARWALL OVER HEADER SHEARWALL IW z z o x _ ° 0 ' ° - 2 W OK 4 QUICK TI LOCATED N WALL WHERE THE UPPERMOST TO _ W [Q] - w N_ z a QUICK TIE TO FOUNDATION 2• - I P '� W M ZILL I � \ \ a PLATE al II _ II W w � a �Wzlw- o9 � U' ww . a 4 / // /\//\// a. 3. FPLATES ARE TLAPPED ASSOHO NTINSTALL QUICK-TIE : - TYPICAL UPLIFT ANCHOR INSTALLATION FOR _ w w a n z z � 0 Z z Z a EACH SID OF CORNER 0 - Z 2 _ • j/�// ///�//�/ a s /j /j /j // // / SECOND FLOOR .WALLS AND SHEARWALLS z W W Q m z - Q F Z 3 Q \ \ \ \ \ \ \ ANCHORS PER 1 W � 0 � EDWC71]- w � � W ❑ � }, ADDITIONAL W NOTES Q IQZ � ZI UWa - Q - Q i / 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL 1 HEADER FRAMING ❑ L. Z 2 Z F- 0 Z w O ❑ W Z ZUQ - t7 � 02 w ZQ NOTE 4 ON ST-1. 0 ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). TYPICAL HEADER EL y 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR %"DIA.THREADED ROD QUICK TIE TOP PLATE . EVATION O °- UFw- z3Nau�iao�il2- zc°in IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON %"DIA.x 6"LONG TITEN HD INSTALLATION AT GABLE WALL k � � LL SCREW ANCHOR, SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS ����'_ '• � � Z SHEET NO.: MUST BE USED IN STEMWALL FOUNDATIONS. 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 3/4"OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT j DIA HOLE' /a"DIA HOLE /8 DIA HOLE 1"DIA HOLE ST 5 FIXED LOCATIONS INDICATED ON PLAN. SEE 'ALTERNATE s s EPDXY OVERSPILL a CENTERED- / HEX NUT CENTERED /a"HEX NUT CENTERED %"HEX NUT CENTERED 5/"HEX NUT QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. i i i e QUICK TIE TYPICAL WALL IN TOP P ATE 2"x 2' x/8 STEEL WASHER IN TOP PLATE 2/4 x 2/"x/8'STEEL IN TOP PLATE 3"x 3"x 3/g'STEEL IN TOP PLATE 3"x 3"x 3/s"STEEL ' P.T.2x BOTTOM PLATE WALL SECTION AT FOUNDATION WASHER WASHER WASHER 0 (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE - { (2)2x TOP PLATE M MIN EDGE DISTANCE SECTION f INTERIOR LOAD BEARING-WALL EXTERIOR LOAD BEARING WALL O JOB NO.: ¢ ` tz2� 1%"DIA 3 , EXTERIOR EDGE V J PLAN vlEw RS2583 TYPICAL WALL SECTIONS WASHER 1/'DIA OF CONCRETE _, PLAN VIEW PLAN VIEW PLAN VIEW WASHER 1:� (5)10d TO 3/g" HEX NUT 3/" HEX NUT %z" HEX NUT w/13/"DIA PLAN VIEW 5/„ HEX NUT w/13/4 DIA SUBDIVISION: TOP PLATE 7/"DIA HOE 7/"DIA HOLE 7/8'HOLE WASHER 1"DIA HOLE WASHER '"QUICK TIE o Atlantic Beach CENTERED 2"x 2"x%"STEEL WASHER CENTERED 2%4'x 2%4'x%8'STEEL CENTERED 3"x 3"x 3/s'STEEL CENTERED 3"x 3"X'/16"STEEL 8 EPDXY OVERSPILL J LS18 STRAP IN TOP PLATE IN TOP PLATE- WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER 2'DIA HOLE IN P.T.2x BOTTOM PLATE � Country Club FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE ////// (2)2x TOP,PLATE a j GIRDER)W/10d COMMON @ 6"O.C., UNO. (5)10d TO (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE Q I WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD LOT NO.: PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR V EMBEDMENT Z 3 WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF 8"QUICK TIE SHEATHING FOR INTERIOR WALLS. 3/"QUICK TIE '%"QUICK TIE 3/g'QUICK TIE �s'QUICK TIE %"QUICK TIE %"QUICK TIE 5/g'QUICK TIE 5/s'QUICK TIE STEEL SWEDGE da . STEEL WEDGE CABLE TO STEEL SWEDGE CABLE TO FLOOR PLAN: STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE _j Model Home GIRDER FOUNDATION O MIN 2500 psi ELEVATION Z DESIGNED: TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION Z TO BEAM/GIRDER BELOW WITH MS36(OR CS18) a SCP/DBM :I W/(18)10d COMMON @ 32"O.C. 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOP PLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION H REVIEWED: Il KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO ? X BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH W DBM 18)10d COMMON.3 EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL \ ( STUD TO TOP PLATE CONNECTION + \ SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 16_'QUICK TIE %"QUICK TIE '` 5/s"QUICK TIE P.T.2x BOTTOM PLATE � a 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE Q REVISIONS DATE BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON SIDE VIEW FRONT VIEW FRONT VIEW EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS _ MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE C,) 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE ORAS AN N } WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR '�) ALTERNATE TO THE SPH4/6. TRUSSES BY EXTERIOR EDGE EXTERIOR EDGE EXTERIOR EDGE--/PLAN VIEW 0' ❑ WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE PLAN VIEW PLAN VIEW OTHERS OF CONCRETE OF CONCRETE OF CONCRETE 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT 1 KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE W EACH SIDE OF OPENING. I AS THE LS18. CL Z 5/s"QUICK TIE 1 fi"'QUICK TIE %"QUICK TIE EPDXY OVERSPILL > SECOND FLOOR TO BEAM OR HEADER CONNECTION EPoxY ovERSPILL EPDXY OVERSPILL 3/4'DIA HOLE IN 20' 0 DI HOLE IN %s'DIA HOLE IN_ P.T.2x BOTTOM PLATE z P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE BOTTOM PLATE L1 J BOTTOM PLA E BOTTOM PLATE ' 1-1/2" 1-112" " 3 OROR 5 „ t GREATER f GREATER Z TYPICAL WALL SECTION NOTES: j 8"QUICK IE EMBEDMENT %"QUICK TIE /s QUICK TIE EMBEDMENT STEEL SWEDGE EMBEDMENT „ STEELS EDGE - STEEL SWEDGE - a 1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGGERED (UNO). a . ' a . MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. �_ PEX 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. CONCRETE 0 LOK06 TLOK06 TLOK06 � CONCRETE CONCRETE FOUNDATION F- LL FOUN 0 ION FOUNDATION MIN 2500 psi V 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. MIN 2 0o psi ELEVATION MIN 2500 psi `ELEVATION 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS ELEVATION TLOK06 TRUSS TO DOUBLE Q 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK ., cn �",_° T u 1A 6 QTB(3/16")-BOTTOM PLATE CONNECTIONBOTTOM PLATE CONNECTION 8 QTO(5/16 )-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION r ��q��,�EN�C�I����� I�Q�rr QUICK TIE CONNECTION DETAILS �•° No 71 ,{51 W � .'� 4" 47 W ;\4 � Q Derek B. Murray QT ENGINEERING P.E. No. 71457 07-24-2014 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 8"MIN QTB OR DTT2Z \ \ \ \ \ \ x ° \ 28"MAX 4.CONCRETE SLAB W/ X X ° l 6x6 W1.4 x W1.4 WWF OR VAPOR BARRIER \// / FIBERMESH N x \ \ \ \ \ 0'-0" N N \/\ ,. ,, e. 12"MIN./ //\//\//\//\� 0'0"A.F.F. TOTAL NUMBER OF JACK PLAN VIEW \j \\\ o- d=---a- -=.- SEE AR H. .d a ai DWGS. SHEATH FRONT FACE 4 �---------4. - JACK AND KING STUDS. SHEATH FRONT FACE AND KING STUDS SHALL BE ° SEE PLAN FOR QUANTITIES. PLAN V ONLY WITH 8d COMMON AT AS SPECIFIED ON PLAN. ONLY WITH 8d co \\, \ COMMON AT 3"ON FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK \\/\\ s /\/\/� 4" 3"ON EDGE, 12"IN FIELD. (V FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN //\ / EDGE, 12"IN FIELD CORNER STUDS. C'7 12"UNDER 1 STORY WALL EACH JACK STUD TO 0 J WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 VAPOR BARRIER HEADER WITH MSTA24 pLL BAR IN BRICK LEDGE I OPTIONAL QTB IN LIEU OF ABU OR N EACH JACK STUD TO I DTT2Z,CONTRACTOR TO VERIFY MIN 2x6 JACK/KING STUDS HOLD DOWN OPTION L 16"UNDER 2 STORY WALL 12"UNDER 1 STORY WALL HEADER WITH MSTA24. � WITH(3)#4 OR(2)#5 CONT WITH (2)#4 OR(2)#5 CONT (2)VERTICAL#4 OR#5 REINFORCING NAILED TOGETHER w/(2) IN LIEU OF ABU66: N o BARS EXTEND FROM FOOTING UP ROWS 10d COMMON @ 8" I I I •NOTCH STUDS 18"MAX 00 I 16"UNDER 2 STORY WALL I INTO CONCRETE CURB W/OPTIONAL O.C. STAGGERED. FROM BOTTOM PLATE 4 _� 1 MONOLITHIC FOOTING SECTION WITH (3)#4 OR(2)#5 CONT I I I QUICK TIE I I (MAX(1)KING STUD o SPECIFIED ON PLAN MAY IF GROUND ADJACENT TO FTG SLOPES DOWN I I I I I I I � AND AWAY FROM STRUCTURE STEEPER THAN BE NOTCHED) It V-0"VERTICALLY PER T-0"HORIZONTALLY, 6BEARING CURB STEP SECTION III HOLD DOWN OPTION IN LIEU OF ABU66: SIMPSON ABU66 POST I I I I •INSTALL DTT2Z W/12" N .E •NOTCH STUDS 18"MAX FROM BOTTOM BASE I ( I I LONG x%"DIA DRILL AND N N CONTRACTOR HAS TWO CHOICES: PLATE(MAX(1)KING STUD SPECIFIED ON EPDXY ANCHOR M 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE SIMPSON ABU66 POST I I PLAN MAY BE NOTCHED) o I I I I o OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING BASE. I I p•,I I I (, J o •INSTALL ONE OF THE FOLLOWING HOLD o °$, 1U o° LL N DOWNS: O o U. •• DTT2Z W/12"LONG x% 0 DRILL AND .W_I � 5/"x 12"EMBED. DRILL AND •• EPDXY ANCHOR z EPDXY ALL THREAD ANCHOR. QTB z z J g z 4"CONCRETE SLAB W/ z_ I %"HOLD BACK OF FRAMING iv N 6x6 W1.4 x W1.4 WWF I ONLY IF SPECIFIED ON 0 OR FIBER MESH 8"CMU CHAIR BLOCK W/ N ARCHITECTURAL DRAWINGS. Y (n TOP OF SLAB (1)#5 CONT. k ---------------- W 0'-0"A.F.F. U-BLOCK W! //\\� z O (BEYOND Z 4"FLOATING CONCRETE w (1)#5 CONT ELEVATION VIEW 5/e"x 12"EMBED. DRILL 5/a'x 12"EMBED. DRILL I AND EPDXY ALL AND EPDXY ALL U SLAB W/6x6 W1 AxW1.4 THREAD ANCHOR VAPOR BARRIER /� Zo Lo WWF OR FIBERMESH > THREAD ANCHOR \ o � > 0 � \ FINISH ' GARAGE RETURN U) #4 0R#5 VERT REINFORCING --� /\\/\/ ,,T ? e 8 SDE ELEVATION VIEW G4 UP TO 3 COURSES: 72"O.C. //\/ 4 TO 5 COURSES: 48"O.C. ; \/ •e - _e-_e ✓\\/ #4 OR#5 VERT \ \ \ \ REINFORCING MAX 72"O.C. / G 2 \\/' ADDITIONAL#4 OR#5 IN FOOTING TO BEAR ON FIRM //� / BRICK LEDGE I.• I UNDISTURBED SOIL \� • -0'-- i O VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE QUICK-TIE CONTINUOUS TO ABOVE FOR TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN FOOTING TO BEAR ON FIRM // / STACKED SHEARWALL APPLICATION 0 CAST-IN-PLACE FOOTING SPECS UNDISTURBED SOIL ADDITIONAL#4 R#5 IN BRICK LEDGE ��� Nt a W Q . 0 0 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT VERT REINFORCEMENT TO .r HAVE 6"BEND @BOTTOM 4"OPT BRICK LEDGE � - NOTED ON FND LAN Q 0 N w 0 W L Q Z FASTEN STUD GROUPS TOGETHER W/ LL p I V �- p w 0 It CAST-IN-PLACE FOOTING SPECS �t ,,.« �, (2)ROWS 10d @ 8"O.C., STAGGERED Lo to 0 0 1- t] 0 N 0 W U W 2 CMU STEMWALL SECTION 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT J W 0 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 2 STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT a a p p_ m Q Q 7 W LL FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 HEADER PER PLAN Z Q W W p N -1 W 0 N ul � COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS a w M H M E p >- CMUSTEMWALLSECTION p0: In Zw �. w � mozr°, MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 7 (n Z IL 0 a } w W to 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ■ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WH N BACK )° NAIL THROUGH '/s'OSB INTO SPF OR W Q W N 0 w I I W 0 Z 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OV R 4 BETTER FRAMING WITH 8d @ 3"O.C.(TYP Z Q I W a a N F a Z W Q 1i Q AT HATCHED EDGES) (� 0 0 a O COURSES HIGH, SHOULD THIS CONDITION EXIST, RECOMME DATIONS • Q Z W w Z p p ., m p W Z D 0 w MAY BE OBTAINED FROM THE ENGINEER,OF RECORD. ; � ,,, _ - i M � [I] Z 00 Z N 0 Q � W a [0Q nW ww O 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS O LY.'EPDXY" DBL CROSS PLATE ABOVE AND BELOW Q 0 PD - 1 Z Z X _ aE _ I 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATION - Z F- w - S OW Q w _ � = OPENING TO DBL 2x4 BLOCKING W/(2)CS18 W w p Q Z [] Q rn 0 OR(2)MST-A36(TYP AS SHOWN) W Z W W _ [] N w Z w f — Z ZwQ � IL Z ° � w . I ? ZQp - � aUOC7QWO 3 QTB EACHSIDE OF OPENING Z [7pt7Z } L+• U) waONZZI - i W W W OJ m z W j Q F W 3 Q fp Q U (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF s w ? 0 19w0 f• � � a — ' Q IQZ } ZI [] WR — pWQw OR FIBERMESH - F F- IZ - � � Z U Q �F � � O I� W � Z Q ,- Uf- _ NEL ED< 0 F � LO7111 A . ow --,ate---a---------- --a------ Q r- Z 3 \/\ a a _ DRIVEWAY SLAB OR ILL J \/\\ \\ \ ' \\ \�\\i�\ N 4"C NCRETE SLAB,SEE PLAN ,a BOTTOM PLATE ANCHORS AT 24"O.C. (ONO) SHEET NO.: // PAVERS, SEE ARCH ZO PER TYPICAL WALL SECTION H ST-6 •QTO AT WALL SEGMENT END STUDS J •AT SECOND LEVEL WALLS END STUDS TO 16" VAPOR BARRIER \\ \\ o • ° \//\\//\\ 1ST LEVEL STUDS W/(2)MSTA36 OR STRUCTURAL (2)CS18, 1ST LEVEL STUDS TO SLAB W/ a DETAILS \\ \\ \\ QTO /////// ////////////� •QTO MAY,BE INSTALLED AROUND CORNER O JOB NO.: BEARING WALL FOOTING SECTION �� \\ \\ \\ \\ \\ \\ \ U 3 /\/ \/ RS2583 4 SUBDIVISION: STE WALL BEYOND AND CONCRETE FTG, SEE PLAN o Atlantic Beach U_ Count Club \\ \\ \\ \\ SWB-SPECIAL SHEARWALL DETAIL Q Country j\ SHEATH ONLY ONE FACE OF WALL, UNO • THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS s Z LOT NO.: 4"CONCRETE SLAB wi GARAGE ENTRY CMU STEMWALL SECTION — 6x6 W1.4 x W1.4 WWF OR V 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACT R WHEN BACK j, FLOOR PLAN: FIBERMESH FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 ,u ^` A ,� 0'-0"A.F.F. JVV ' 0 Model Home _ SEE ARCH. COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS a .q a DWGS. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FO OTI GS ONLY. EPDXY Z DESIGNED: \�\ 8"MIN ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS I U SCP/DBM HEADER PER PLAN I I— REVIEWED: X 8"x8"THICKENED 8" � W DBM FTG AT STEP-DOWN, VAPOR BARRIER SEE PLAN Q REVISIONS DATE NAIL THROUGH 7/16"OSB INTO SPF OR 4 CURB STEP SECTION ROOF ECK BETTER FRAMING WITH 8d @ 3"O.C.(TYP AS SHOWN). m TRUSSES PARALLEL TO WALL: OOF TRUSS 2x4 SPF(MIN) NAILER FASTENED R RAFTER QTB EACH SIDE OF OPENING Z TO DBL TOP PLT W/10d @ 3"O.C. 2x4 SPF(MIN) TRUSSES PERPENDICULAR TO WALL: BLOCKING DBL CROSS PLATE ABOVE AND 6" 2x4 SPF(MIN)BLOCKING BETWEEN EACH BELOW OPENING TO DBL 2x4 W NO 4 OR NO 5 @18"O.C. BETWEEN EACH TRUSS.FASTEN TRUSS. FASTEN TO BLOCKING W/(2)CS18 W/MIN(9)10d 4"CONCRETE SLAB W/9"BEND BOTTOM TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. EACH END OF EACH STRAP(TYP AS Z W/6x6 W1.4 x W1.4 a @ OWN) WWF OR FIBERMESH VARIES , 8"MIN TRUSS TO BEAM WITH FASTEN STUD GROUPS TOGETHER 47-_'a W/(2)ROWS 10d @ 8"O.C., STAGGGERED O — 4 3 a E DX HA4 OR TLOK06 a OR THICKER C V 28"MAX — /\//\//�//\//�\//� T R OSB FASTENED TO TRUSSES, RAFTERS •QTO AT WALL SEGMENT END STUDS \%\ a % 12'MIN%\%\\%\\%\\%\� 2x WALL FRAMING OR BLOCKING W/8dPEX •QTOMAY BE INSTALLED AROUND CORNER U • /�\ • lj� ����/\\\/\//�\\/�\\/�\\/�\\ COMMONS @ 3"EDGE, PORCH BEAM W VAPOR BARRIER �// /%//�//i�// 12"FIELD. Q y/\\ �\ \ PORCH BEAM TO POST: � TR �TIF3, / WOOD STRUCTURAL ?" ' SHEATHING POST TO SLAB: s<`¢ °•°°, '•P )MSTA24 6"OPT. EXTENSION IN BRICK A1BU POST BASE ANCHOR b � "��� l�= LOCATIONS ON FND PLAN 12"UNDER 1 STORY WALL OR DTT2Z WITH(2)#4 OR�2)#5 CONT ADDITIONAL NO.4 OR NO.5 TYPICAL PORCH SHEATHING DETAIL ( NLESS NOTED OTHERWISE) Z ' ° 'Ck� •� « BAR IN BRICK LEDGE TY 16"UNDER 2 STORY WALL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES QUICK-TIE CONTINUOUS TO FOUNDATION = 'LU WITH(3)#4 OR�(2)#5 CONT UNLESS NOTED OTHERWISE. FOR STACKED SHEARWALL APPLICATION W CJ{ " w (� SWB1-SPECIAL SHEARWALL DETAIL _ GARAGE EXT WALL CURB SECTION w `�'� I-° ? ' SHEATH ONLY ONE FACE OF WALL r � 4�•� UNLESS NOTED OTHERWISE ON PLAN. aCl�r��tBMurr� QT ENGINEERING a ���dj"457 P.E. No.71457 07-24-2014 — — b ��f MO�o§o£«� l!a oi i i knt+i i?i N C 0 0 O 4 R g ,q�'�'P.Fi C €�ii� i $ A W N 54994g94444$€$€�� �No adudda Odin �oa�34i 4$c� �� 44 �$ czn rcn fl Z Z Z 2 O O O cn Q $ � e � F9€ �° � ^ fog fzrl m O rm*I TTI fTl g N D rn f- o m o 0 A --4 cn o £ 3t gqg Bey N v V) Ul ➢ A o O D C o 0 O N o a9 Ln o w o .. 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OO�O�M��O N 0 Nr oZor pO � o y mrSm1 0 A 1pz AN oU) WAm zrZ yo n om Of Z �AZ m m V - ...........0N 303N'jt}3£,t `1"0Cy�_A4t- r_o m a z<� m inA e000 o Fnzoj a'gIOO0 m z ZO 'V fN T 3nz mnA ..O \ A m ' . rL�1:•Jd�1� \` C-) O >. roZf0' nao �a)) jz AO Z0z'a mnZU .mIn< z 1 X0 A i�On_DO � ?Ty 0 DZOT66 r ZOO O Op y D O Z Ln m=OD\ <p ZO ➢ v� Nz � ES. on <m41 yy.rte f V1 N � ➢ Dmm D➢w " N D mDrm2 Z z mal c -.MOK z Z4 � V cn mW� �� oo ::1 MK ZyOMZa 0 Z W ArFzO 65 m BUILDER: Riverside Homes SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 3 MODEL: model DESIGNED/CHECKED: 287' [-12'9° 247' 28'8° DB/DM - N . 00 W N M 7 N O n W O O N M LIl N N qNp M M V 6 0 w C7 H IN— F IN-- LL U- LL U- `� LL UL LL LL oLL LL F— /.■ .�) J06 N N N N N N i i_ USS 10 F- u A 01111=0114 OF J07 � � � Z'RUF.HOUS J07 CONVENTIONAL —33" 3" FRAMING J07 -^w J07 M A I M MM w co .0 Mw m m w N O O O O O O O O O O O pp y, LL LL LL LL LL LL LL LL LL Lb0 LL LL J07 2' 2' 2' 2' 2'- 2' ° 5 N�I 2' I 2' 2' I 2' I 2' I 2' 2' ' 2' I 2' I 2' I 2' 9 2' 0 N J07 # HT 6-2 FG5 rn J0 N 7 7 J06C, PEX . • T57 HUS26 M m LL LL ° IL a O _ N T38 HTU26 N STAIRS N a ; < a a This drawing is not sufficient T38 =436# zs-3 = � ° a �LLFC F6 I G6 = alone for installation. HTLM2 T37 =440# N 2" GEES m T55 Additional instructions N N N N N N N (O`1 N N N HTU26 accompanyingthis drawing, T36 U=4 HTU26 = a: _ _ 3: 2: _ _ T: M T54 including BCSI-131, should be T35 =461# T53 used in conjunction with the HTU26 architectural and Structural U=436# LL T52 T34 N HTU26 plans during installation. If T51 BCSI-B1 has not been T33 HTU26 tO shipped to the site with the T50 components shown on this T32 HTU26 page, please contact Apex T31 = 21 8 22 T49 TU26 Technology for a free copy. H T30 U=45 T48 Permanent bracing for the IT building, including bracing to T29 - 9 M T47resist wind, U=576# U 772# HT zs lateral forces, ands U 534# U 641# permanent = = T28 J1204 J10N N c`v N N GE03 P bracing for all structural C0 U) U) U) U) Jab J10 elements, is the responsibility J J J J J L 6 of the Engineer of Record for I(� M M Mcg o I Jos � � � � � � �� � the structure or the building s' s' s' designer, per TPI 1- JOa 1 I 2002 Chap, cp M Q> O - N N N M �M N N N v to co co co co co m o m o m ¢ 8500#DRAG LOAD APPLIED TO T46A. a'��' j 1 .� .R� ' d+°� O O M V V V V V 7 7 7 V �7 V V V V V V 7 V 7 V V 7 V 7 V t0 H H t r f H t F H H E F F F �' ." 1 REFER TO SHOP DRAWINGS AND �, l .t ��S_ dr, STRUCTURAL ENGINEERING FORC ADDITIONAL INFORMATION. -�O-I 36'3"8 23'5"8 24'4" �-2'-� 7' I 94'7" ° L APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 7'116L I4j " BUILDER: Riverside Homes SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 3 MODEL: model DESIGNED/CHECKED: DB/DM 1 RUE 1 USS A DriMON OR 247" 28'8" 1 1-UEHoU3 01 0 0 0 10- H F H F H H F Fes- J01 # �0 0 0 0 0 0 0 0 0 0 00 (J05 FJ02J03 J04PEX J04 r 1 � � J05 J04J05 This drawing is not sufficient Joa alone for installation. 0 J04 = J05 N Additional instructions 7' 38' s' accompanying this drawing, J04 J05 including BCSI-B1, should be J03 J05 used in conjunction with the architectural and structural Jot N v J05 plans during installation. If Joy > > Jos BCSI-B1 has not been _ _ shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to 53,3„ resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, p A I/TPI 1- 2002 ��9Q off �a a .<,Y• 4 -4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547 NOTES I. DOORS AND WINDOWS ARE APPROXIMATE 94'-7" > INISHED SIZES; REFER TO MFG'S 20-7" 12'-9" 24'-7" 2b'-b" SPECIFICATIONS FOR ROUGH OPENINGS 6-77"' PRIOR TO FRAMING 61-61, 5'-0' 6'-6" 2'-117 7-4 " 7-0.. 3°56 6H-EGRESS 3°56 5H-EGFE55 2-2°46 5H 2�'G 5H 2a6' 5H 260 5H -98 -60 5H .SILL 9 2'-6"AFF SILL C�2'-6AFF SILL 9 3'-0'AFF SILL n 2.'-6"AFF SILL 9 2'-0'AFF SILL 0 2-6"AFF SILL C,D 2'-6"AFF <<_ o o TANKLESS o GAS GAS WH ® STUB — ———— ——— ———— ———— ——— —— — 0 o MIRK. MIRK. o o �� .� FREE El ROD&SHELF �" STANDING OCH 4x4 P.T. POST TUB I I �F <�Q WRAPPED TO axa n� O Y V NE o I �r.3FOYEK 10'-1 J PL.HT. % 17 coo = I I 21'a" I I t BATH 1 101C T I I 10'CLG. TMPRD GLS �I I I OWI I [ ENCL.OVER 2 T I PINING �� GAS 0 42"h WALL G�^�jp� I U- I 5 UB I F11 SUITE 1nl1r� J _ 12'-Ci°X 1T-0" Dp V Y ll I T I - RISERS 6„ 10'GLG. I Jr'19 D 17'-0"X 1T-8" � 715132"RISE { � Ci ITKLS - as �y 10'CLG. s� LINEN I o ( 10"RUN S Erb PJG tL CAB. v I I I `�6o L ao 10'CLG. i � _ _ 9 o HEAD ——1 - o, O C H I ( a' o 10'GLG. � c` _ HEAD RAID _ u x I I 1` w STORAGE T 0' <} 7'-0"X I-r- O I o 10'-1 "PL.HT. i z UNDER cn r coo 10'CLG. I OFFICE HEAD t Q r STAIRS S) n H•B• � - - - - - - - - � � [t� —® — ROD&SHELF – z � P)T 5FACE ao � ; 0 —— — -- - - -- -- O �4J 15'-4"X 13'-0" REVISIONS 0'CLG `t 0�0 GAS STUB 4'-" 3'-6" s cn 4 0 5 <� H 3'6" 2'4" 1 5'4" 5'-10" I 4'-0" 1T 2" -0 GAS SILL CO)2'-0"AFF O PKEPLUMB ( I I N D@D I SUMMER KITCHEN I LANoo) 10'CLG. \ 2-6 12'-0° I — — ——— — —— — ——— —— cHC MICRO_I Tc% ,� b I I MUD BENCHOOR IS 1 50'MIN. VAULT 1 AULT I I , DRAWER I SOLID CORE OR 20 Y _ K ITC H N �-----J INUTE FIRE RATED 11'-0"X 19'4" � STOP-N-DRd 10'CLG. A I I 10'CLG.a 1c' O 3'8° t o " Mal I I w, .. 3" FAMILY ' it �oam �� 11 T MIVtMS1Lrj"% E o EAJ cr I o COATS z r" FRAivIE IJP FLOOR o ROOM Y I N I I I I s I I TO MATCH FINISH U, 14A Ar LANA N O I I /\ it ROD&SHELF o v FLOOR OF HOUSE ' 2.0 10 X 24'-0" I I I — 000 00o t- (u Q 10'-0°x 21'-0" VAUL"rED CLG. I I I I o S' I s m c�- � I I o w � L LNDKY c � � 10'1 g PL.HT. I I o i _ c's FE11 u L ( s? e Q I ( z Q � �r� o'o SINK zLL3 � < < � I E M F I I I o ; __i low I 0 G � OFFICE ^� N Budd ithanfcence GAS , z L N D Y I ; o G STUD ; 10'CLG. I d < 2 I i , ►u �C 414 Old Hard Road, Suite 502 4x4 P.T.POST VAULT 1 VAJLT I I �? I I D v , U 23'-10"X 21'-6' o Fleming Island, Florida 32003 rJnAPPED TO axa ' �� GAS I i G L5 10'-1 PL.HT. Office: (904) 264-6553 LU , SrUB `---- w �� J Fax.- (904)269-2729 1 W i O U c=CLU J Y I o z j ;O ------------------ -cHc - �csn Q, TEivIP.FALSE WALL 0 6� ! I z f O FIELD VERIFY LOCATION o 42"[F1 KF LA Lot WOOD FI' EPLACE i 52"w X 29.5'�d , 5 SH 3°5°SH GAS OUGH OPENING 3050 SH X +N SILL C�3'-O"AFF STUB _ SILL C 3`-0"AFS, c` V I 4'-2" 4'-1" „ 4'1" 3-9.. o N N CASE JI Atlantic Beach BRICK VENEEK 10'-0'X 8'-0" 3 6 SH FNTKY 10'CLG. r 'a 14'-6" 6'-3" 5'-3" ;a" 10'CLG. I 4"AFF Country Cl b = o I v OUTDOOR �G 3co4o OF GARAGE H.B. N EX LANAI ; o SHOWER S h I PREPLUM13 UJ 35-10"x 7-6' -------------- 19-1 4'8'X4'-a° AJC ''"FL.HT. OHC 5 SH CONC.PAD COMP. - J Model Hone ————— 2860 SH 28o SH 2860 SH SILL n 2'-0"AFF SILL @ 2'-0"AFF SILL C 2'-0"AFF t, 10-3" 1r)'-9�" 3-2„ 3,-2" 7-10, T-107' x' 7�_5j, � 35'-10" 23'-11" 1 24'-4" 2'-0" 7-0" I S t a Floor Pl al d 1'o' 5 Atlantic Beach, Fl. 32233 15t FLOOK F LAN Drawn By ARJ Sheet NOTE TO E�AMER: Date 07-14-2014 23--0-- Scale WALLS INSET 1/2" FROM SLAB EDGE Scale 1/4" = I'-0" - of MECHANICAL. EQUIPMENT NOTES: 502-3563 9 4"d Plan __j SQ. FTG. CALCULATIONS FDC-R302.`�.2: DUCTS IN GARAGE SHALL DE MIN 26 0 4 IST FLOOR LIVING 2775 GAGE SHEET STEEL WITH NO OPENINGS IN GARAGE Written dirnen5ion5 5hail have precedence over 5caie dime'n5ion5. a� ALLOWED. Contractors Shall verify and be re5po(able for dimen5ion5 and 6 ; 2ND FLOOR LIVING 601 conditions of the job. :A TOTAL LIVING 3576 FDC-R, M"1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND Northeast Florida Design,Inc. hereby re5erve,5 its common law GARAGE 533 co rl h ALL SIDES OF MECHANICAL EQUIPMENT AND py g t5 and other copyrights in these plans,designs and ideas. PORCH 300 COMPONEN[S, INCLUDING DUCTS, WITH THE TOTAL WIDTH i"he5e plans,designs and ideas are not to be copied or changed in any OF THE ENC OSING SPACE DEING AT LEAST 12" WIDER manner or form whatsoever,nor are they to be a55g1ccl to any third LANAI 600 party without first obtaining the expre55 written permi55ion from ZJ DALGONY 300 THAN THE FURNACE OR AIR HANDLER Northeast Florida Design,Inc. TOTAL COVERED 5309 GROUND-MOUNTED MECHANICAL UNITS SHALL DE ANCHORED IN ACCORDANCE WITH FDC-R, SECTION M1307.2. i 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. tl�S.26'0 331 NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE 2648" FINISHED SIZES; REFER TO MFG'S 12-171" 12= SPECIFICATIONS FOR ROUGH OPENINGS Y 1p 4'-E7t 7-1 PRIOR TO FRAMING7C --- p --- 2. SPRAY FOAM ROOF INSULATION, NO �• I ----� GADL �---- I ti ❑ 1:1 ❑ ❑ E EN�I I 305°SH-EGRESS 3°50 SH-EGRESS 3°5°SH 3°5°SI-i c'1 SILL 9 2'-0"AFF SILL 9 2'-0"AFF SILL C�2'-0"AFF SILL C0 2'-0"AFF VENTS REQUIRED c� I i 4 tif� I I 7:12. N c� II I� 3:12 11 3o n RAILING II 7 7:12. �ALCOf�Y II U SOT 4x4 P.T.Pas 28'-8"X 7-0" WRAPPED Ta x8 j IV-10"X 12-10" 10'-1*1'-F .HT. I I 10'GLG. o�� ❑ r — —� C----11 'I-1 n 5-2 �I 16-✓ � 7 I1 7e U i�t��c I I I I I I I j I m Kv PITCH BREAM. 1 I i i i j i 3°5°5H-EGRESS 3°5°SH-EGRESS u I Y u I I I SILL @ 2'-0"AFF SILL 0 2'-0"AFF �� I i `l J 11'-1O"X 16-6 II IL- 1C0'CLG. 1 r 3:12 OL � I >a4UN 19 RISERS z RIDGE --- ❑ LJ I --- c90 �� �y c z i=t� v I I r_J� � 715/32"RISE ❑ LL �L tip i - L� 10"RUN = N o �I I I cvL --------_� I jQD O ti� 7:12 ANI) , \}— a Fz I I 7:12 c_ 3:12 �i iI ATN #3 13'6"Xi3'4" 'i- I 10'CLG. O ? = } I o � I Y! I h� 2s 9 s: ( u tai —_--- ----- I = ATH CD REVISIONS V�/IC s ❑ I 1 };: 10'GLG. o( 9 10'CI G. o (s) n 'I tip �� L_ - - - - — LIN CA3 hlC I m RaD&SHELF o �tiIRR a I ®- 7:12 FIURRWALL FURR'AALL 3 5SH-EGRESS II 5 I v17 I 7:12 it i TO FIT TUD TO FIT TUB SILL C�2'-0"AFF ---------- I L---- --- ---------- -- 1�====___- ------------- — ��=---------_________=___�I I I I I 7:12 H 6'-72 T-10" 2'-8" 7-0" 5'-8" 2' II S 2 H r 3:12 I I h– I I H 3 I I I I – ' ,-----'L-------- J -----J 46';3" L JL-----------�� -- I 11 L w� I •� A ra !M �� ____ r 2nd FLOOK FL/� N 1 I 3:12 I I `vr E R S I E)" r 7:12 N 7:12 G n gip ° CV �e II �J RIDGEI ,�, u _ - :IDGE RIDGE Q 7:I`� ------ cl, 12 a Build 7:12 u U lZ Confidence J u I ILI 4 ' 171 _,7:12 414 Old Hard Road, Suite 502 a1 I I 712 = - h► Fleming Island, Florida 32003 I I 7:12 7:12 7:12 YlIF ,j`�', N e Office: (904) 264-6553 c. - =—_ ------ --- --_ — RIDGE � N p ------ rr cv �/d 7:p� C l L I 7:12 ( ) Fax 904 269-2729 -4" Lot 3 a 7:12 7:12 Atlantic Beach GADLE END y, l� C��N Rf tL �TA(R L�ETA�L SCALE:N.T.S. Country Club ROOF � ttt--- FLAN 'STAIR NOTES: I� O O t� V I I I A;^"JAL PRY1 NS!GN5 WILL VARY DEPEN91rG ON D CGNDtI IG S,FLOOR COVERINGS,ANDIGK Home I\ ( ( L y /ARIANGC S IN CCLiSTPJCTIO^I,f,1iERlAL.ACUAL GONS?F:UC IG MUST GO?lPLY Model .l o e W/P311 OF HE FLORIDA BUILDING CGDE,RESIDEN Uti_. SCALE: 1/8" — 1`0+� MAXIYU RISER HEIGHT: 7-314' ;e. f4NI-MUM"READ DEPTH: 10"(NOT INGUUDING NOSING) tr1AXI:MUer '15EK HE(G-i-1'VARIA ICN: 3/6'(ENTIRE FLfGiI") 2nd Floor Plan/ MINIMUM STAIR,WIDTH: 36, IiNIMIJM HEADROOM CLEARANCE: 6'-8'(ABCVE NOSING)'HA • ACT UA C NOTES: oof Plan ACT UAL CONSTRUCTION?+1J57 CCMP 'N/8311.7.7 OF"nE FLOR BUILD NG CODE,RE519ENTIA.L. - HANDRAILS SHALL NOT DE LESS THAN 34"GR MORE THAN 38"IN HFIG'-I T ABCVE THE STAIR NOSING. HANDRAILS SHALL BE COW!IN PER FLIGHT OF STAIRS. HANDRAILS SHALL DE 11/2"CLEAR 0r ALL A.DJACFrtT FINiSFI MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATF � ' 1N NEWEL F051-5 OR SAFE TERMINALS. Atlantic Beach, Fl. 32233 HANDRAILS SHALL 3E 11/4"-2"1N CP.055 SECTIONAL DIMEN,5(I N,OR APPROVED EOUIVALENT,AND EDGES SHALL HAVE A MIN RADIUS OF 0.01". i } HANDRAIL GGNSTR+JCTIGN SHALL 3E ABLE 10 RESIST A LCAD CE 200 L35.APPLIED iN ANY DIRECTION AT ANY POINT ALONG PIE TOP RAIL. Drawn By Sheet STAIR AND RAILING SUPPL iEK 'INSTALLER SHALL 5A ISF'ALL ARJ It 3UILDING DEPARTMENT APPBGVAL REOUIREMENTS FCR "HE PRO9UGT5 THEY PROV0E OR INSTALL. 1 �,<, � Date �� z a 07-14-2014 OPEN PAILS SHALL HAVE INTERMEDIATE RAILS OR L� AN ORNAMENTAL PATTERN SUCH I`HA1 A � � Scale 4"DIAMETEP SPHERE CANNOT PA55 THRGUGH- � 1�A It _ i I-Olt 'Hc GUARDRAIL CCNS`RUGT(ON SHALL DE 'I 1 Of A3LE TO RESIST A LOAD OF 20 LD5 Plan PER LINEAL FCOTAPP-IED 502-3563 dI IZGN'ALLY NL GNG-HE TOP RAIL. t,, Y 4"5PHEZE O J GU'ARDPAILS SHALL NO-BE MAY NO PA55 LESS'.HAN 36'IN HEIGHT. ThBGI GH �E TRIANGULr\R OPENINGS 6'5PHEBE Written dlYYen510n5 5ha11 have precedence over SGaIe dlmen510n5. A`STA(P.TBEAD,RISER, MAY NOT PA55 CorltractOrS Shall verify and be re5pOn5101e for dimcr51on5 and THRGU'GH BOTTOM 51iALL BE SUCH COndltioro of the,Job. THAT A 6'DIAMETEK y SPHERE CANNOT PA55 THROUGH Northeast Florida De51Pn,Inc. hereby reserves Its Co'rnmon law copyrights and other copyrights in these plans,designs and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any manner or form ,vhat5oever,nor are they to be a55igned to any third party without first obtaining the express ,Nritten permission from Northeast Florida Design,Inc. `i N12627 San Jose Blvd Suite 7'02 ortheast Jack- sonville, FL 32223 Florida Design,Inc. 904} 26 3319 NOTES 5'-5" 3' --- - J - - - — —-- -- - - -- - - -- - - --- — — — — —— — — —— — ——— — — —— — — ——— — — — — — ———— — — —— — ——— — —— — -- L------------------J L--- -—---- TANKLESS L____—_—J L---------- I I OJ LO, GAS W/H ——— ——— — — — — - -- — — ——— ——— — — ——— L — —— — ———— — ——— ——————— — — —— — ———— — —— — — — — — ——— — —— — — —— — - C7F-— — — — —— — —— — — ---— T-EJ— L F ------- ------––– ono GAS _j —— — ——— ——— — —— —L— ——— —— —— — —— — ——— — — --- — — - STUD j L_ __J I STEM WA _j I F- __j 3" 11 11 11 11 FOUNDATION I I I I I I I WOOD PECK J015TS Li PER ENGINEERING H H 21�-6' 17, 5'-O" lL--------------- �Ns--- —— — — —— — — —— _NTRL STUD 5TjE3 L THICKENED RAIN EDGE L---------------- L----J 'HEAQ/ REVISIONS L -------- I i i <r i iHEAD HEAD F /PROVIDE 6" C7 STEM WALL 5LAF5 RECESS 4-- FOUNDATION F-1 FOP,SHOWER L ---------- J------------------- -------------------- 9 H -------------j F -------------------- ---- L LJ 61I , Ilo 9- -- K JOISTS WOOD r Li L 4"CONC.SLAE5 W/FIDERMESH OR PER E�GINEEKING GAS 6x6xI0 W.W.M.ON 6 MIL.VISOUEEN i i 1, 1 J F_ PKEPLUMi3 OVER CLEAN,WELL COMPACTED FILL 5TUE3 L�jj SINK THICKENED ---- -T;-- -- —— ——— — ——— ———--T EDGE ____------------------------i L- -------- L--------------� 1 ---------------, ----------- ----- ---------I ------------- -- -------- F L-----j LT Ar 000% UM S WOOD FRAME FLOOR 5Y5TSM UP 1'0-FINISH aa' FLOOR OF HOUSE SLAG J, -1 _%"J Build With Confidence 17 29'-2" a-10" 7'4' i 414 Old Hard Road, Suite 502 ' L------ i i10 E�_ 4°CONC. Fleming Island, Florida 32003 / _ _4 �S) it r- -I 0q I L__ I \_ 5LAD SLOPE i N GAS Li 1 ,()1 1%MIN.N. ffice: (904) 264-6553 _T" j 4 fr' 0 J7 STU LT_ I SINK W1 SINK I F' __-1 11 PIS P. Fax: (904)269-2729 STEM WALL 7 III EXPANSIONJOINT(TYF) FOUNDATION L lz d) W 1 111 1 I 1 II CIIQ Lot 3 Ul I j I rh ^r, GAS STUD A n tlan" ic Beach J1 fl 'U� I WOOD FRAME FLOCK Country Club 11 1r,L---------------- 5Y5-i­E�d up TO FINISH .7 L- -- - - --- - --- - ---- - --=— 7­1-� r----------------t- FLOOR OF HOUSE U il L I I Li I GAS STUD L — —— ———— — ————— — — ——— ——— — — — —— lz L––––– J, r1L I I ---- ------ Model Home 4"CONC. L A SLAG D P',EPLUM' rN KIC�LEDGE 2� SILL ——— — — —— — ———— — ——— —L 5'4" 7- OUTDOOR H.D. 5H,0V&_R 3'-2" 2'-0" N, STEM WALL I 3ll LD C) FOUNDATION A/C [<I) 4ll CONC. Cow,. L ——— — — — — — — —— - - - - ---- -- - ---=- ---- -- - - -—-- - ———— — — ---— 5LAD -1-- - -- - - -- Foundation La out F-i 7_1 r it .7 T Al ---- - - --- -- -- ---- ---- ---- -- - - -- -- ---- - -— — ——— — ——— — — — —— —— — — — — — — —————77-- - ---- --- - ---- Atlantic Beach, Fl. 32233 91-01 07 Drawn By Sheet ARJ Date 07-14-2014 Scale -Off 1/4 1 TION LAY . UT I of FOUNPA Ian 502-3563 Written dirrion5lon5 Shall have precedence over 5cilt�dirrien5on5. Contractors shall verify and be responsible for dime,15ior,5 and NOTE: conditions of the job. FOUNPATION FLAN FOR CONCRETE FORMING AND Northeast Florida Design,Inc. hereby rt5mc5 its common law copyrights and other copyrights in tho5e,plans,Je5jon5 and ideas. FLUM13ING LOCATION REFERENCE ONLY. REFER These plans,designs and ideas are not to be copied or changed in any manner or forrnwhatsoever,nor are they to be.a551gritd to any third TO ASSOCIATEP ENGINEERING PRIWINGS FOR arty without;first obtaining the.expre,55 written perMi5,5ion from FOOTER LOCATIONS AND DETAILS. Northeast Florida Po5jqn,Inc. low 12627 San Jose Blvd Suite 702 otthe t Jacksonville) FL 32223 Florida Design,r . 904.260.3319 r---- -- - )— L L--- L 105 NOTES I. SPRAY FOAM INSULATION, NO 1200E VENTS REQUIRED 5TANDIiNG,SEAiM _ TOP Or BUILDING 4„ MET, ROOF(TY; ) �r- 7 _— —— PLATE HEIGHT BAHAr IA E SHU R' T F. 12"OVERHANG 12 j _# EXP05 DKAFTE 12 7 PLATE HEIGHT TAIL_ TYP. 7 5TANDING SEAM 28"OVERHANG 4" MET, L ROOF(TYP) 5„ 15 52."OVERHANG ILL - DEC.LOUVEF IAR SHAKE vALErlcE � FO F\C BRACKET DETAIL PLATE HEIGHT 7 6"H, RDIE --- -- -- -- F.IA- 5HU T N . PPEDTO ' IEZE T7 X6 TYP.12 FINISHED FLOOR PLt1TE HEIGHT i PLATE HEIGHT . -,. . ,: : . .:•.. .•...... .. •.� .. . . 36'h Ri [LING TYP. =F� 28,"OVERHANG U 13 U U U U U aREVISIONS 12"SAND TYP. . .. STRUCTURAL DRACKET TYP. - o'3AND(fJG f ' RAKING ACCENT r T o STUCCO FINISH WRQ PPED TO NOTE: PROVIDE PLEXIGLfi55 PANEL"(0 XtS TYP. MEET MAX 4"512FlCING AT RAILINGS STUCCO FINISH FINISHED FLOOR _ FINISHED FLOOR STUCCO F AM o now _: _ GRADE 'v 1,5"SHJTTERS TYP VE & U; : FONT ELEVATION - r Build With Confidence 414 Old Hurd Road, Suite 502 { Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 STANDING SEAM Lot MET\L ROOF(TYP) L -- -- -- -- -- -- -- -- -- ------- -- -- -- -_ __ _ TOPOFDUILD[NG Atlantic Beach 12 12 7� 7 Li I Country Club PEC.LOUVER VENEER STANDING SEAM VALENCE MET, L ROOF(TYP) 12 PLATE HEIGHT NOTE:2Model/�®'1 elHome ''r, '- 7� _-' CHO, D TRU.N 52"OVERHANG HARDIE SHAKE ' SIDI[G TYP. STANDING SEAM STRUCTURAL Elevations MIL ROOF(TY?) ':rRIEZE i r'` ,. y IEZE TYP F D[ SHAKE 3RACKET TYP. � ILA 11 11 1 11 11 14 PTP O T HARDIE wl 6 TYP Atlantic Beach Fl. 32233 T � 12 _ 36'h RA[ N(Y P. 12 _- FINISHED FLOOR Drawn By ARJ Sheet 7 PLATE HEIGHT -_ K Date 7/ S—•---- PLATE HEIGHT 07-14-2014 :: ::. : .: Sc ale 28"OVERHANG % of . . . . . .. .. . . Plan SE - , 502-3563 S6 3 9 EXP( Sc .R/SFT R TAILS T P.....: : .-. ... . .:. . ,. ., STRUCTURAL : BRACKET TYP. WF L STUCCO FINISH :.. .- - : : X,5 TYP. :' .. :.... ::... men5ion5 Shall have reced � o Written di p ence over Scale dirnen5ion5. ... .. _ - .. .. :. ..:.. . : :. .. . . Co��tractcr5 5h�,ll v - - -" ,� '•- - for dirnen5ion5 and - erify and re5pon5ible t r .. r the job. NRAPP D TO _ rthea5t FINISH FloridaDeSian,Inc. hereb reserves its carr y mon law TY .. . . •. . . . . . . - .. - _ ' .'. . • . • % STUCCO : d . - .. .: .. . . - .• . -� .. . . .. . . ... lan5,de5i n5 and idem. p e FINISHED FLOCK la 5,d 5i nh and ic,ea5 are in too P 9 FINISHED� hanged n any INISHE�FLOOR manner or form whatsoever,nor are they to be assigned to any third 4".TRIM 1 .,.• . .. . ... .. ... ...: .: . .. _. :. . ..• .. . ,. .. . . . .. .. .. .. :' . , - .,• • -- w part 04'ABOVE without first obtainin the,e expre 5 5 written pe rni55ion fromE FINISH FLOOR .. Nortnea5t Florida DeSign,Inc. GARAG - GRADE + LEFT SIDE ELEViATION 12627 San Jose Blvd Smite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 04•ZbD.331 h NOTES STEPS REQUIRED 1. SFKAY FOAM INSULATION, NO ROOF VENTS (D IN WATER.SHEDDING FASHION. REQ U IRE D TOP OF BUILDING 5TAPTIN3 AT T,-!E BASE of THE WrGRKING TOWARDS THE S CTION A TOP.INSTALL THE WEA HER AFTER INSTALLATION THROUGH WINDOW JAMB RE515TIVE BAPP,IEP TO THE FACE SEAL ALL CGRNER5 OF 12 OF THE SHEATHING. MECHANICA'_LY JOINED FRAMES TO STANDING SEAT✓ ( APPLY 51 L LASH;NG. SEAL FRAME SEAM JUNG URE Q APPLY JAMD FLA5HING (p APPLY DEAD OF SEALANT AROUND TME PERIMETER OF THE BACK SIDE(irJTEPiOR 51-IR,FACE)OF ©HEAD FLASHING WINDOW MOUNTING FLANGE APPLY A CONT,SEAT.ALGNG MOUNTING FLANGE AT TriE 0 IMMEDIATELY IN5TALL'N1ND0',,d HEAD,FLASH;NG GOES OVER MOUNTING FLANGE.E',15E9 U5WG PAN HEAD.5CPEW5 TO DOrTGM OF HEAD LASHING AGAINST SEALANT(FLA5HING GGES OVER.SEALANT),EXTEND HEAD FLASHING 3EYOND Q APPLY DEAD OF SEALANT EA i JAMS FLAS!1'i FASTEN 1N PLACE. �FLAS''.IN(`. I FAGIL(lriTE IrJSPECr[ON. FLA5niNG A'r HEAD EXI END, WEATHERED RESISTIVE SA.RRIER. 12 ACROSS TriE PACE OF PhOUNiiNG SECURE 4VEA;i11EP.ED F DEYOND j,%VI3 FLASHING FLANGE AT HEAD. s- SEALANT BEAD bET'NEEN MO'JM-ING FLANGE APPLY HEAD FLASHING. HEAD. I 7 RE,.(�Tf/E BARRIER Cil . PLATE HEIGHT O Q Q PEiNIO'✓E PREVIOUSLY APPLIED I _ AND FLASHING. TAPE,ALLOWING WEATHERED RESISTIVE BARRIER TO LAY FLAT STANDING SEiM. OVER fiEAp FLASWNG.APPLY NEW 8 1/2" 1i U1_1 SHEAaN[I��TOPE OVER DIAGONAL O MET' L ROOF"�' EAD OF SEA!ANT TOTHE CUT.SEE D!AGRAM. 5AG<5iDELY�(INTERIOR)OF THE IOUNTIr�FLANGE AROUND THE ENTIRE PERIMETER.PLACE BEAD 1N LINE WITH ANY PRE-PUNCHED HOLES OR SLOT5. TAILS T __ _ O ® 3 oHARDIF HAK - 135 9" 3 Q CUT P 5Hv,AfdD A9JU5T'PfNDO'N rO ACHIEVE SQUARE j IF 51DII+ TYP, 4'°rRIE.F 1 Y LINE PLUMB AND LEVEL CCNGITICN,USE CORROSION 7 � I RES(STAr,'T-ASTcNEPS.FASTEN 4NiNDCWS PER DAHAM 9" /� 5HUTT�R DRICK VENEER TYP. _ WINDOW MANUFACTURER 5PEc1FIGArGNS. 11 ASHI r, SEALANT 12„411 12 5TUCCO FINISH 7 FINISHED FLOOR QWEATFiERED P.ESIS TI'/E BARRIER AT 45 ANGLE.CAREFULLY CUT THE BARRIER ON A K:L 6"HARDIE P!AGONA'-.GE Y RAISE TIHE TOP EDGE OF THE 5APRIER K �' �J GI1A AM' PLATE HEIGHT JP AND TAPE THE TOP CGRNER.S AND CENTER TO ThE PLAT ICI NT _r EE.XTEFV'WEATHER RE515TIVE BARRIER A'5,0VE. O . L(D JAMB FLASHING - _ . LL L A5HING. . = C'(TEND JA11B Fi ASri�NG TO OVERLAP 51 _ EXTEND ,MAD FLASHiNG 8-1/2"(22Crnm)ABOVE ROUGH . .: = OPENING P,T HEAD.APPLY TAPE AT CORNERS TO " - TEMPORARILY HOLD FLASHING IN PLACE UNH WEATHER 26'OVERHANG = RESISTIVE BnRRiER Is APP_;ED. INTERIOR VIEW WINDOW INSTALLATION METHOD B-1 TOP LEFT COR JER of WINDOW REVISIONS 6"BANDING TYP. _ o WEATHERED RESls rIVE BARRIER APPLIED PRIOR TO THE WINDOW INS TALLAT ION.FLASHING APPLIED BEHIND THE rV10UNTING FLANGE. STUCCO FINISH FINISHED FLOOR ..r. • •-, - FINISHED FLOOR GRADE 4"P.T.' '•T WRAPPED TO is FEAR ELEVATION 8x8 TYP. INA V S I E RAILING ACCENT F-. ( NOTE: PROVIDE PLEXIGLASS PANEL TO # MEET MAX 4"SPACING AT RAILINGS Build IrAwl th C' onfid'ence - — 414 Old Hurd Road, Suite 502 Fleming Island, Florida 32003 I Once: (904) 264-6553 L ® Fax: (904)269-2729 L STANDIrlG SEAM LC MET,`L ROOF(TYP) TOP OF DUILDING -- -- -- -- -- -- -- -- - -- Lot 3 M1F PLATE HEIGHT 12 12 Atlantic each --17 4,.bt BANANA Court Club TE 5 PORCH DRACKET DETAIL PLATE HEIGHT 71 Model Home _Pp iQ 52"OVERHANGEl= ® i I_A .G'E KE 12 STRUCTURAL (� I 17 NG o BRACKET TYP. II II rrIETrILIR OF(TYIP) • r� .LOUVE F DlE Elevations P 51 VALENCE ( II WRAP ) F) HAk IE " :" E 8X8 TYP -P� Atlantic Beach, Fl, 32233 SIGI IG P. :(j ° 1,'N( 'r FINISHED FLOOR ("7rawnBy Sheet PLATE HEIGHT 8"DAND TYP. ARJ PLATE HEIGHT ---- --- " . .. . -_ Date : .. 07-14-2014 a Sc le 11 GAS LANTERN 0 .. P1 0 356 3 .. . xa: _ _ E �TEKT EH , NRAP . . cv 8X8 TY. T 1L5 TYP. 51 UCCO FINISH :. have '� �•'�' . . Written dimensions shad precedence over Scale dlrnensions. „ Contractors shall verify and be res on5ible for dimer i n ' .. . . .. . .. . .. .. .. .., .... . .. .. Y P so sand -ILL - :r' STUCCO FIN F . .. .. . . condi ion5 of the job. NorFlorida Design,Inc.'rlereb reserves its common law r ::: :• . co ri ht5 and other copyrights g i �y g in these plans,uesl ns and ideas. FINISHcD. _OOR .-.. ., • • •.. • .. . . F1NI5HEDFLOORp , g -- --- -- : : ,.:-. fleas_are not to be copied or changed in any _ .. 10"BAND . . . . These plans designs and i Q STUCCO FINISH `'_ . manner or form whatsoever,nor are the to be asci red to an rnlyd : . Y g y ;. :.. .. t art without Tlrs obta i' P + Y in ng the x rens written perm from GRADE • s '� p p i Northeast Florida Design,Inc. HARDIE SH FKE KIGHT 5IDE ELEVATIONlow SIDINGT 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 910 -.2'6'0.3319 t lr® l�S I min mam- E12 0\1 ROOF SHEATHING �. 40PeN �`0� SEE DETAIL#1 ° 2X5 AT FOR rdOTES �Q�0�� DRIP 24"O.G. 2X5 DTWN. 2x5 DrwN.RR �•' � ' TRuSs '� t /T i 2 �.' 1X2. < �N ' z v HC ) HC 1X6 20 T&G DRIF 2X5 RAFTERS,HOLD DOWN 1/2"DRYWALL RAFTER tKU55 FROM TOP OF TRUSS 6 t3G FOR Tv.G Al PER ENG. 2X6 2X24' 2-2X6 TOP PLATE CONT. FASCIA 2X DLOCKING AT CORNERS Z FOR VENTING SHAKE SHINGLES REVISIONS 2X6 2X6 1/2"PLYWOOD SHAKE SHINGLES PAINTED DLACK 6"STUCCO ON FOAM TRIM AWNING SHUTTER ININDOW �s 9 w � I V E R"' S1 EJ1.011aft 2X6 ✓ a FLASHING as Build With Confidence 414 Old Hard Road, Suite 502 { ' Fleming Island, Florida 32003 .' DDL.TRUSS Office: (904) 264-6553 STUCCO ON ' tk FOAM SILL ' -.rt TRu55 Fax: (904)269-2729 $I, ' Lot R-19 INSULATION Atlantic Beach 2x6 STUDS 3.. 2X6 5TU95 + Cr0 1/2."DRYWALL C®11�"1t1�1 Club y 7/611 5 2X6 DASE PLATE VARIES jAli 2X6 RASE PLATE I WEEP Model Home II SCREED -- e SECTION 9 GADLE FLASHING SCALE:V=1'-0' 'I 7/0"STUCCO 4"Mc- FLOOR ON CMU SLAD TRU55 Details 2X10 `I J STOP --- I a°crnu Atlantic Beach, Fl. 32233 FOUNDATION II � a I GRADE n i Drawn By Sheet STUCCO ARJ FGOM G PER > Date 07-14-2014 hl i Ery. f 1 -----� Scale __ 1/4" 1'-0" of k� Plan 4 502-3563 -FYF, . 2nd FLOOR SCALE:V=1'-0" Written dimen5ion5 shall have precedence over scale dimensions. 1 STORY WALL SECTION Contractors shall verify and be re,5pon51ble for dimen5ion5 and I$ 1 SCALE:1"=1'-D" conditions of the job. ;-! Northeast Florida Design,Inc. hereby reserves its common law copyrights and other copyrights in these plans,de.5ign5 and ideas. r These plans,de5415 and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be a55igrned to any third party without first obtaining the expre55 written permi55iory from I , Northeast Florida Design,Inc. y 12627 San Jose Blvd Suits~ 702 orth east Jacksonville, FL 32223 Florida Design,Inc. 904,260.3319 I I y NOTES SEE DETAIL#1 FOR NOTES 12 ROOF SHEATHING V 1I2"DRYYVALL SEE DETAIL-)M TE 2.X6 RR FOR NOTES 5 J PLATE HEIGHT 1-0 _ 2X6 BTWN. o o 2X6 W/1/2"X45 BEVEL 2-2X6 TCP PLATE 1X6 T&G 3'-0"FRAMING DRIP 2X4 C-VS 2.X6 STUDS 03 SHAKE / x SIDING BEAM PER ENG.W/ U2"DRYWALL 1X12 ON TUBBING x a� � � TCP OF 4V[NDON/ T&G 4X6 SHUTTER I ------- -------------, X1`1' ' BEAM PER ENG. } 2X2 1/2"PLYWOOD 6," 3f3 4X4 `I FASCIA PAINTED BLACK -- 1X2 FRAME 1 11X LOUVERS WINDOW 1 Q 2XY WINDOW X 4X4 1X6 CORNER I BOARD Al SIDES J -�TX2,'' CAP TRU55 1UjREVISIONS 1 i /) 1X6 ., o 2X BLO KING A1"COF NERS FOR VE (TING I FLASHING WINDON. SHAKE NAILER ?X6 CAP SIDING 2-2X6 i 2X12 JOIST RIP "'/FOOT SLOPE FLASHING v R-19 INSULATION 2.X2,W/MAX.4"SPACE SEE ELEV.FOR DETAIL 4 WATERPROOF MEMBRANE 2X6 STUDS am OVER T'SHEATHING UP WALL 1,`2"DRYWALL 1X4 EA.SIDE AND POST MIN.12" DV L.A A A. S I U OS. M E F\' DETAIL DECKING _, 2X6 BASE PLATE /L z FINISH FLOOR SLEEPERS-RIP v SCALE:I"=1'-0" x SLOPE 50 LEVEL k, 2xl NAILER n� PrI1N.2X4 USE I JH J ], 2X61FNEEDEDCOVER 1 HC Build With Confidence 1 DRIP ON 1X6 FLOUR TRUSS PLATE HEIGHT 414 Old Hard Road, Suite 502 MIN.ill SPACE Fleming Island, Florida 32003 u 2Xe W/1/2"X45 BEVEL DRIP ON 1x4 - 1X6 T&G Once: (904) 264-6553 ' — 2-2X6 TCP PLATE. + Fax: (904)269-2729 BEAM PER ENG.W/ 51 ucco ! BEAM PER EMG. 2X12 OVERLAP 3' 1X12 ON FURRING -roP of WINDOW Lot 3 STUCCO ON FOAM GAP TRIM Atlantic each `a s 1✓ Country Club i, Model Horne 5f �� yyt O w • Ijetalls _ Atlantic Beach, Fl. 32233 STUCCO ON WINDOW FOAM SILL - ;1 6x6 POST wl 2 2x6 Drawn By Sheet i 1X TRIM ON = ARJ 1 FURRING R 19 INSULATION Date 07-14-2014 N 2X6 STUDS Scale 1/4" = 1'-0" 1 1/2"DRYWALL Plan O STUCCO 502-3563 DECKING J STOP 2X6 BASE PLATE 1X2 OVER 1X10 I FINISH FLOOR 1 Written dimensiorn5 Shall have precedence over Scale dirner5ion5. Cortractor5 Shall verify and be re5p0n5ible for dimension and 2-2X8 OUTSIDE OFJH I conditions of the job. 2X81101ST I 4"CONC. 6XX6 POST I SLAB Northeast Florida Design,Inc. hereby reserves its ccrnrnon law copyrights and other copyrights in these plans,designs and ideas. These plans,de510n5 and ideas are rot to be copied or changed in any STUCCO 8"CMU 2X8 NAILER � manner or form whatsoever,nor are they to be a55igned to any third 8"CMU FOUNDATION party without first obtaining the express written perrni55ion from I I Northeast Florida Design,Inc. 1 1 SEC T 9 FOf�CH 1 FOOTING PER i ENG. SCALE:3/4"=1'-0" -----� 12627 San Jose Bled Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 904 260 3319 i f I NINE NOTES i S REVISIONS DECD.RIDGE SEAM 24"PARALLEL f. '2 CHORD TRUSS 4 7F TRUSSES m■ 12 3r� UL ry3I V? E S I 4X8 6EAM5 0±48"O.C. 7r 12 `4 I! KITCHEN ,� Build With Confidence TEPA?.FALSE YVALL FIELD VERIFY LOCATION 414 Old Hard Road, Suite 502 FAMILY Flemin Island, Florida 32003 ROOM Office: (904) 264-6553 PORCH LNDRY Fax: (904)269-2729 GARAGE OFT. ' FIREPLACE Lot 3 Atlantic Beach Country Club WOOD FRAME FLOOR FOR TEMP.OFFICE 5?ACE 13UILPING SECTION 0 F//- MILY ROOM SCf�LE: 1/���� _ 7-011 Model Home i Details Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 07-14-2014 Scale 1/4" = 1'-0" of Plan 502-3563 Written dirnen5ion5 Shall have precedence over Scale dirrior5ion5. Contractor,5 Shall verify and be re5pon5ible for dimen5ion5 and condition of the job. Northeast Florida Design,Inc. hereby reserves its common law copyrights and other copyrights in these plan5,designs and idea5. These plans,de50rls and idea5 are riot to be copied or changed in any rnanner•or form whatsoever,nor are they to be assigned to any third party without first obtaining the expre55 written permission from Northeast Florida Design,Inc. 12627 San Jose Blvd Shire 702 Northeast ackonvill FL 32223 ' Florida Design,Inc. 9,0 260 3319 ,W n. NOTES 1. KITCHEN OUTLETS TO E3E PLACED HORIZONTAL AND 46"AFF (m _ o o Ti1NKLE55 -- - -- - - -- ---- --- GAS WN I ------- ---- - 1 1 \ /� I ——�— ———— ———— -- — \ \ / STUD - - \ SECURITY PKEMIKE GAS GAS LANTERN LANTERN I I i F _�>--------------------------------------- I 1 PRE-WIRE& 1 DRACE ONLY y\ r �--j� i `\ \ I i I i I -- O ,�, --- O � II I r t PRE-WIRE& ~~ t 3RACE ONLY +t\ NPOO ----GAS ADOVE � ~� ' M"W - - -- - ---- -- -- - --- -- ` REVISIONS f PRE-MRE& ------- ��\ \\ I / ,. I ( `� \ U-----i ~ r BRACE ONLY ! \ \ DRAWER \ \ K /! � ' �----------- FRE-WIRE ----------- I (� & `�c' I I ( "� ' j 1 --- , DRACE ONLY `c' O 1 000 000 ` ! `\ 1 go o F D c Q I GASNK I \\J r \` a■ ea rte' I I w/DIS�` _ ic' 010 LOCATE I I // j PANEL \ 1 1 PRE-'N[PE& 4 ``\ I /r I I I I \ \ Q'I 0 +\ 11 W BOX '\ i + I V` E R. S I ED E 3RACE ONLY + \ / ` I I --' i I I ti \\ I I I d \ y r Ar in LS \\\ #/ G.D.O. an ----- - \\\ Build With Confidence 1 1 + I c;� c�� \\ i I I I ( --------------- _ I `+ —— — — ty ; i ~` 414 Old Hard Road, Suite 502 I ! Fleming Island Florida 32003 GA` li ` � ! � IRRIGATION ~� _.' STIJ _ /�, \\\ \ f Office: (904) 264-6553 r Faax: (904)269-2729 _ ' I I PKE-WIRE& a I v ,1 SERVICE OUTLET �LJt 3RACE ONLY crF; " FOR A/C COMP. ---_----�— 3 -i COMP. Atlantic Beach b:-_ ___________ _______ Country Club IST FL0012 ELECTRIC/�L LAN Model Home b ~' Q Electrical flans ELECTKIC/-\L LEGEND f eA Atlantic Beach, Fl. 32233 ' 0- PRE-W[RE& PRE-WIRE& BRACE ONLY 1\ ,�'` BRACE ONLY 110 DUPLEX OUTLET -�- CEILING MOUNTED LIGHT It ,/! '\ HALF-SWITCHED OUTLET %�► �\ + Drawn By Sheet \ .\ , ' ARff J F, GFI DUPLEX OUTLET p� PULL-CHAIN ~` --__-- '-- \\`\\ ; ; Date p WEATHER PROTECTED OUTLET WALL MOUNTED LIGHT (6--------- " b '"-'~ ; 07-14-2014 ` I '--� I '— ~ ~ It = I-Olt CEILING OUTLET y I + Scale ® FLOOR OUTLET UO RECESSED LIGHT FIXTURE - \\` �O of � `� \\ Plan (� 502-3563 & 220 OUTLET ® SPOTLIGHT i r SPECIAL PURPOSE OUTLET rAll-l' ti. AH EXHAUST FAN W/ LIGHT �I PREMIRE& �v� { Written dimen5ion5 shall have precedence over Scale dirnen5ion5. SNITCH t 3RACE ONLY #1 \ Contractors shall verify and be responsible for dimen5ion5 and 3-WAY SWITCH 0 EXHAUST FAN conditions of the jab. i` I r I \ h 4-WAY SWITCH I y\ ,\`__-_--�, _ , ©n I , FLUORESCENT Northeast Florida Design, Inc.hereby reserves its cornrnon law �, r _ I O LIGHT \ �O copyrights and other copyrigh is in these plans,designs and ideas. o DIMMER SWITCH FIXTURE I / F l�J BELOW f r ! + / i These plans,de5*5 and ideas are not to be copied or chanoed in any T TELEPHONELIGHTI 1 0 manner or form whatsoever,nor are they to be assigned to any third °� CARRIAGE I \\ I party withuut first obtaining the eXpre55 written permission from CADLE TV L _ _ I Northeast Florida Oe5ien,Inc. DOUDLE FLOOD LIGHT PREWIRE & BRACE PANEL BOX CEILING FAN WITH LIGHT Suitt 702 SMOKE_ DETECTOR Vii' m 12�b27 fan �o��; Bla�>r1 Fc7 2N[) FLOOR ELECTRICAL F L/�N ortheast Jacksonville, F+Z 32223 g 904.260.3319 Florida Design,Inc. Ax i c . A:. N: