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Home My WebLink AboutREVISION 1-26-227eaar levation t E scale: 1/4 12"x 24-Non Left E 11 e v,,-}, i o n -0 scale: 1/4 _ i . . �� . i . . . i f_� 7 F H c6" P� L-J -T V + ro --- ---- Soffit to Top of Window METAL ROOF PANELS OVER PEEL & STICK UNDERLAYMENT OVER 19/32" CDX PLYWOOD SEE CONNECTOR SCHEDULE PRE ENG. WD. 12 TRUSSES 24"c.c. VERIES GALV. DRIP EDGE ON I x2P.T.ON2x6 FASCIA STUCCO SOFFIT WITH 8" x 18 SCREEN VENTS 8'-0"o.c. CEMENT SIDING EXTERIOR FINISH ONE LAYER OF HOUSE WRAP OVER PLYWOOD 5/8"CDX PLYWOOD FASTEN TO STUDS — PER NAILING SCH'DL. GRADE '0 R30 BATT INSUL. 1/2- D.W (2) 2 x 6 TOP PLATE WITH SP6 AT EACH STUD WITH (6) 1 Od NAILS 2 x 6 STUDS 16"o.c. R19 BATT INSULATION 00 FASTEN SILL WITH 5/8"x 8". WEDGE BOLTS WITH 1/8" x 3" WASHERS 24-o.c. 2 x 6 P.T.SILL PLATE WITH SP6 AT EACH STUD WITH (6) 1 Od NAILS WOOD BASE FFE IBERMIX CONC. Li 3000# F OVER.006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL V-6- MONO. FOOTING WITH (2) #5 REBAR -,J1 Section Typ i p a' Av J A l METAL ROOF PANELS OVER PEEL & STICK UNDERLAYMENT OVER 19/32" CDX PLYWOOD SEE CONNECTOR SCHEDULE PRE ENG. WD. 12 TRUSSES 24-c.c. 2.5 GALV. DRIP EDGE ON 1 x2P.T.ON2x6 FASCIA STUCCO SOFFIT WITH 8 x 18" SCREEN VENTS 8'-0"o.c. ABU44 POST BASE WITH (1) - 5/8"x 6" WEDGE BOLT & (12) 16d TO POST GRADE STUCCO CLNG (2) 2 x 12 BEAM WITH 1/2- PLYWD. FLITCH BETWEEN FASTEN PLYS WITH 16d NAILS 6"o.c. WRAP WITH PAPER BACKED WIRE LATH & STUCCO 4 x 4 P.T. POST WRAP WITH PAPER BACKED WIRE LATH & STUCCO FASTEN BEAM TO COLUMN co WITH (2) M STA 18 WITH (14) 1 Od PER STRAP FFE 9 " 3000# FIBERMIX CONC. 4OVER .006 VAPOR BARRIER 0 ON CLEAN, COMPACTED, TERMITE TREATED FILL SEE FOOTING DETAILS Pr)rch Detail Climatic & Geographic Design Criteria Project Data Weathering: Negligible Termite Area: Very Heavy Project Name: Krueger residence Flame Spread Index & Smoke Developed Index Street Address: T.B.D. City: Ft. Pierce Insulation Flame Spread: Not to exceed 25 County: St. Lucie Insulation Smoke Developed Index: Not to exceed 450 State: Florida Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Scope of W, rk New one level Frame single family residence A.C. Cond. on conc. pad Design LOads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 150 MPH Wind Importance Factor: 1.0 Building Category: 11 Wind Exposure: C Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 1,230 s.f. BLA'Iding Code 2020 Florida Building Code: Residential 2017 National Electric Code NFPA 70 Tabulation Living 990 f 240 Tc-'[-: 1230 Cubic 9146 c.f. 30'-0" 8'-1 13'-9- 8'-2- 25 s.h. I 25 s.h. Egress Egress 15't2 (2) 2 x 12 1 Header I i 2868 I Pocket 6edroo,11-1 I � I to 3/12 Cing. LLinen 0 Cab. [Load Bm, m'. W Wall] all bA 6'. -8 - 4'-6- 31-4- 2868 1 gIL3--,d. 2868 �00 m Pocket Wall Pocket -1 / 2) 2 x 12 Header .1 1 22"x 36- uj I Access a - — (2) i X i 2668 Header Pocket A H U 3'-0 2'-0" 00 HB 10'-2" CD \3'-0"/ 8'- 1 Cing. H32 s.h. 0 Safety Glass Temp. Encisr. on 48"Tall wall 1L30ad rn g. Wall Craft Ruonn 25 s.h. 8'-I"Cing. Egress 25 s.h. 13'-6- Egress in attic' 5'.-5- V-7- 51-10- O8'-1- F Tankless Cing. 3068 Water Htr. 8,-1 Pocket Cing. 5068 noptnl I EE I C=p 0 vtr water HB Great Room 0 1 KitchRef. en line 3/12 Cing. 8'-I"Clng. Ceiling Ridge CID - I C*4 Range & Exh. Hood 0 10 0 Thru 181-1 2'-0- 3'-0- F-1 Vent Wall U11) I Beam it d.w. Pocket II d I F F II 25 25 25 23 \1-L I/ sh s.h. sh co s.h. II it Porich 1 1 8'-O-Clng. from F.F.E. it i,I 1'-6" 2'-6- 5'-0" 2'-7- 4'-11" 3- 3' 5'-4 2'-2 1'-11" 4'-1 scale: 1/4" = V-0" 00 LLJ Z -i U- Lo UJ U co CL LJ _J 4i U- 1-11, C-4 r- <r. F-- co aj z T- UJ 0 0 C) > J X U)U-) LIJ 0 M > 0 4-J date reviwP,,—%j 7/28/21 Pla Ele 1/24/22 Lap Si 14 Stucco Soffits, Clmns. and o Beams 00 drawn S.l. checked scale as noted job number 20057 sheet A-1 y tom'tP4,"! L Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the ;Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1 /4- per foot minimum. All sanitary lines above 2- shall have a slope of 1 /8- per foot minimum. Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18- above the crown of the road. 9" T..— to septic system 2"" v.t.r. JL 2" LAV W.C. Sink 2" v.t.r. FORMWORK & SHOD 1fl4 I� No structural concrete shall be stripped until it has reached at least 80% of J the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet Lav^i meet the ACI Standards 347 and 301 2"" v.t.r. V Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for W.C. approval prior to pouring concrete. „ Sink SOIL STATEMENT: Washer 3" Shower Foundation has been designed for a soil bearing capacity of 2000 p.s.i. >3- 2„Fill shall be laid in layers of 6"". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. 2 r iui nuu % uui mr autor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines �; �; $ Riser ar 4' ,V rid Ones — Vvalls . o 1 Yx? scale: 1 /8" -- i - l ,. 3E 2N 3R 3R 2N 2E 11 I 11 I 2R 2R 2N I 1 3E 2E I 3E 1 I 2N 2N —I---- 3R ( — — — — 2R 13R 3R I �r 2R I 3R 2N 1 2N 2N I 2N 1 I I I 12N F3E ` I_ 13E �, ... -, b scale: 1 /8" = 1'-0" PRODUG-1 APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures NOA: SH-7700 Head & Sill: 6"max. from corners & 14.125"o.c. max. 20-0813.08 S.H. Windows Singlehung Lawson Impact Jambs: 6""max, from corners & 14.5"max. 3-each side of +33,5 -44.8 +/- 60.0 meeting rail. Use #14 S.M.S. with 1 1/4" embed. Glazed 6"" from corners and 3""& -each side of center at head & FL#: 17184.2 Swing Doors Fiberglass Plastpro Impact sill and 6'from corners & 14 1/4-max. o.c. at jambs. +33.5 -36.3 +/- 50.0 Door 1 /4" wood screws with 1 1 /4" embed. FL#: 17184.5 Swing Doors Fiberglass Plastpro Impact 6" from corners & 14"o.c. at jambs, head, sill. 1 /4"" wood screws with 1 1/4'" embed. + 33.5 -36.3 + 65.0 -70.0 (Inswing) Door +/- 65.0 (Outswing) Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL: 17443.1 Roofing 5V Crim p JA Ta for Roofin y g #9-15 x 1 coorosion resistant screw with sealing washer at each rib 12"o.c. in field and 6" o.c. along perimeter. -35.0 -69.25 FL: 97]7.7 Roofing Underlayment Weatherlock Specialty Owens Corning Direct attachment to plywood deck -35.0 -142.5 Fasten with ring shank nails with .090 shank, .22 Head, 2long. FL#: 13192.2 Siding Lap Siding James Hardie gals. siding nail 16""o.c. Blind Nail -35.0 -38.3 0 M 00II 4" 2500# cons. pad �� ENERA.�� x� ,r°ON NOES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6"° 10/10 WWM provide I" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2"" in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superseded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1 /8" per foot for drainage scale: 1 /4"" = 1'-0" 30'-0" F-1 F-2 18" x 18' mono. footing 18" x 16" mono. footing with (2) #5 rebar cont. with (2) #5 rebar Cont. 18"" 18"" 18" MONO. EDGE FOOTING INTERIOR STEP FOOTING F-3 F-4 18"° x 12"" mono. footing Recess 4" at Shower 6- with (2) #5 rebar Cont. (2) #5 18," 8- Rebar 18" 18„ INTERIOR FOOTING TYP. SHOWER RECESS ` Cti 00 uu i M _I U ) LL cc ., to Lt7 Oro 04 U- r _ "" 0 OU , > LI.ILO LO N g L 00 , N UJ GD date I revision 1/24/22 (Lawson Windows Lap Siding checked a u— Te�—'—r1`1L m t scale as noted job number 20057 sheet Ceramic Tile ST 11RIJ ' U �AL MOTES: Shall be installed in accordance with ANSI A108.1, A108.4, A10$.5 All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced reinforcing 48 bar diameters or 30'" in beams and in slabs. Lap backer shall be used behind wall applied ceramic tiles in the tub bottom steel over supports and top steel at midspan. Hook and shower areas and conform to ASTM C1325. Per Durock, discontinuous ends of all top bars. Reinforcing steel shall have cement board exceeds ASTM C1325. a minimum of 1" concrete cover, or as follows: BOTTOM TOP SIDES Gypsum Note Beams: 1 1 /2'" 1 1 /2" 1 1/2- Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 Slab on Grade: 1 1/2" 1-- C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential _ Structural Poured: 3/4"' 33/4 Poured Walls: " 3/4 code. Per USG, Wallboard conforms to C1396. _ _ Slabs exposed to the weather 3/4" 1 "' Gypsum Board & Gypsum Panel Products _ Reinforcing steel shall be detailed and fabricated in accordance Gypsum board and gypsum panel products shall be applied with the ""Manual of Standard Practice of Detailing Reinforcing "ACI at right angles or parallel to framing members. All edges and Concrete Structures"" and the current Building Code 318"' ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that All structural steel shall conform to current ASTM Specification A-36 are perpendicular to the framing members. Interior gypsum All wood in contact with masonry shall be pressure treated or approved board shall not be installed where it is directly exposed to seperating material. weather or to water. All dimensions shall be verified in field by the contractor. If there are Wall and ceiling gypsum board shall be fastened with screws any discrepancies the Architect or Engineer shall be notified before spaced at 12 o,c. Screws for attaching gypsum board and gypsum proceeding. panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 andshall penetrate thewood not less than 5/8'" inch (15.9mm) Gypsum board and Gypsum panel All Design and Construction shall be inaccordance with the current products shall be attached to cold formed steel framing less American Concrete Institute (ACI), and the American Institute of Steel than 0.033" (1 mm) thick shall be Type S in accordance with Construction (AISC), The Florida Building Code and all applicable ASTM C1002 or bugle head style in accordance with ASTM C1513 local codes. and shall penetrate the steel not less than 3/8" to 0.112- 0 mm to 3mm) thick shall be in accordance with ASTM C954 or Structural Concrete shall attain a minimum ultimate compressive strength bugle head style in accordance with ASTM 1513. Screws for (Fc') in 28 days as follows: attaching gypsum board or gypsum panel products to structural Column Footing and Wall Footing: 3000 p.s.i. insulated panles shall penetrate the wood structural panle facing All other concrete: 3000 p.s.i. not less than 7/16- o.c. (11.1 mm). Footing sizes and reinforcing are based on allowable soil bearing Gypsum board used as the base orbacker for adhesive application capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this of ceramic tile or other required nonabsorbent finish material shall is not the case, the Architect or Engineer shall be notified before conform to ASTM C1396, C1178, C1278. Use of water resistant proceeding with the work. gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or Timber (Heavy Timber Construction) exposed edges, including those at wall intersections, shall be (a) Truss manufacturer shall submit a signed and sealed shop sealed as recommended by the manufactuer. Water resistant drawings by a registered Engineer. gypsum backing board shall not be used where there will be (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. direct exposure to water, or areas subject to continuous high (c) Roof members should be secured to the beams or other humidity. structural components with hurricane anchors for wind uplift. Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 1 /4'" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. Wood Framing Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (51 mm) nominal thickness in th least dimension except that wood furring strips not less than 1 "" by 2- (25mm x 51 mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"'o.c. (610mm) SOFFIT ArD EXTERIOR CEILING 7/8" Stucco finish over 3/8" high ribbed gals. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Install one layer of 15# felt to framing prior to installing ribbed lath I�TERIOR��V�!A- FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. THRESF At egress door (see floor plan) the max, hgth. of the threshold shall be 1 /2" GENERAL RFl G NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6o.c. in laps and in staggered rows spaced 12"`o.c. in field. If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 19/32" c.d.x. sheathing or equal installed with staggered joints nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4""o.c. at gable ends. All roof trusses are to be pre —manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1 /360 max. deflection. All bolted connections shall be 1 /2"" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations Bottom Cord of Truss 2 x 4 top plate 1 /2" gyp. d.w. 2 x 4 studs 24"o.c. No. 3 Stud Grade 2 x 4 p.t. sill plate wood base Cased Hard Coil Nails 12"o.c. max. 0.00'i—F.F.E. Concrete Foundation Interior Wall (2)2x4 TOP Pl. " Tr SP4 16"c.c. (6) 10d NAILS (2) 2 x 12 HEADE BOND TOGETHEI WITH 16d AT 6""c REQUIRE All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. AILING a t x -C% Nailing Pattern Zone 1: 8d at 6"o.c, field & 4"o.c. edges Zone 2E & 2R: 8d at 4"o.c. edges & field Zone 3E & 3R: 8d at 4"'o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length: 2"" Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. at supported panel edges and #8 gun nails at 6""o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field '4 AT EVERY STUD TH (6) 10d NAILS P & SILL PLATE (2) MSTA18 (14) 10d NAILS ') 2 x 4 STUDS ?x4P.T. PLATE etail 2) 2 x 6 top plate vith "Simpson" SP6 o stud (6) 10d x 1 1 /2" 1) "Simpson" MSTA18 Jith 0 4) 10d each at tud to header 2) 2 x 12 with 1 /2" dywood flitched leader x 6 p.t. sill plate th -Simpson- SPH6 each stud with 0) 10d x 1 1 /2 5/8" dia. wedge bolts with 3" square x 1/8- washers SP6 at each stud and 16"o.c. max. along (2) 2 x 12 header header. Use (6) 10d with 1 /2- plywood 1 1 /2"" long for each flitch bond together fastener with 16d 6"o.c. (2) 2 x 6 staggered top plate Header to Stud U with (1) MSTA18 with (14) 10d (1) 2 x 6 under header and (1) 2 x 6 along side of header, bond together with 16d 6"o.c. WINDOW ROUGH 2 x 6 with SPH6 OPENING at stud with (10) / 10d x 1 1/2- SPH6 at each stud Use (10) 10d X 1 1 /2 16" 2 x 6 p.t. sill plate V max. /-fasten as wall section er typ. S O W a r i� ro .,_ � K. ; I 2 x 4 blocking at 4'-0"o.c, starting from ridge between both top and bottom cords for two truss spaces from gable end See truss shop drawings STEP 1 Apply Horizontal Peel & Stick Fashing over Door Frame. Extend flashing Wood Frame back full width of framing Wall Door Frame Secu to wood framing 2 manufacturers rei dations TYVEK Building at wood frame Ic STEP 2 Apply Vertical Peel Stick Fashing over Frame. Extend flasF back full width of fr M � M F III Door Flashin Apply Horizontal Peel & Stick Fashing over Wood Frame Flange. Extend flashing Wall back full width of framing Window Flange Secured to wood framing as per manufacturers recomen- dations TYVEK Building Wrap at wood frame locations STEP 2 Apply Vertical Peel & Stick Fashing over Flange, Extend flashing back full width of framing Wood Frame Wall TEP 1 Wood Frame Peel &Stick M M � Wood Fram Wall Wall 6" S Apply Sill Fashing over Flange. Extend flashing back full width of framing Frame `, all F°� �. i�ng 2 x 4 diagonal '"X" bracing at ridge with (3) 12d each 9 " end Max. (2) 12d-,�/," trusses 24 see layout Continuous 2 x 4 Lateral bracing at 1 /3 points of span. Nail with (2) 16d each truss btm. cord Continuous 2 x 4 bracing nailed to top plates with 16d at 12'"o.c. 4 �� ie Ed Bracir �` i. . 1 Alum. drip edge min. 4" lap �- 2 x 6 fascia Vented soffit Gable end truss by truss mfgr, 5/8'" c.d.x. plywood with 8d nails Co.c. 2x "L" web stiffener as required by the truss mfgr. "Simpson" MSTA18 truss to top plate or alined stud with (14) 10d x 1 1 /2" located at each truss vertical (2) 2 x 6 top plate with "Simpson SP6 to stud (6) 10d x 1 1 /2" "U*Afiti",. 5 i.. m00 In Nzr ' cY) ' ._I Lo w. � ., N co i LO 00 0. r— n CL U hf O Of L Q) r- CU LO .� N to I co Z N W 0 r k OWA ,.. U N00 ZIP drawn s.l. checked s.t. date 3/29/21 scale as noted job number 20057 sheet S Apply Sill Fashing over Flange. Extend flashing back full width of framing Frame `, all F°� �. i�ng 2 x 4 diagonal '"X" bracing at ridge with (3) 12d each 9 " end Max. (2) 12d-,�/," trusses 24 see layout Continuous 2 x 4 Lateral bracing at 1 /3 points of span. Nail with (2) 16d each truss btm. cord Continuous 2 x 4 bracing nailed to top plates with 16d at 12'"o.c. 4 �� ie Ed Bracir �` i. . 1 Alum. drip edge min. 4" lap �- 2 x 6 fascia Vented soffit Gable end truss by truss mfgr, 5/8'" c.d.x. plywood with 8d nails Co.c. 2x "L" web stiffener as required by the truss mfgr. "Simpson" MSTA18 truss to top plate or alined stud with (14) 10d x 1 1 /2" located at each truss vertical (2) 2 x 6 top plate with "Simpson SP6 to stud (6) 10d x 1 1 /2" "U*Afiti",. 5 i.. m00 In Nzr ' cY) ' ._I Lo w. � ., N co i LO 00 0. r— n CL U hf O Of L Q) r- CU LO .� N to I co Z N W 0 r k OWA ,.. U N00 ZIP drawn s.l. checked s.t. date 3/29/21 scale as noted job number 20057 sheet 2 x 4 diagonal '"X" bracing at ridge with (3) 12d each 9 " end Max. (2) 12d-,�/," trusses 24 see layout Continuous 2 x 4 Lateral bracing at 1 /3 points of span. Nail with (2) 16d each truss btm. cord Continuous 2 x 4 bracing nailed to top plates with 16d at 12'"o.c. 4 �� ie Ed Bracir �` i. . 1 Alum. drip edge min. 4" lap �- 2 x 6 fascia Vented soffit Gable end truss by truss mfgr, 5/8'" c.d.x. plywood with 8d nails Co.c. 2x "L" web stiffener as required by the truss mfgr. "Simpson" MSTA18 truss to top plate or alined stud with (14) 10d x 1 1 /2" located at each truss vertical (2) 2 x 6 top plate with "Simpson SP6 to stud (6) 10d x 1 1 /2" "U*Afiti",. 5 i.. m00 In Nzr ' cY) ' ._I Lo w. � ., N co i LO 00 0. r— n CL U hf O Of L Q) r- CU LO .� N to I co Z N W 0 r k OWA ,.. U N00 ZIP drawn s.l. checked s.t. date 3/29/21 scale as noted job number 20057 sheet Q) r- CU LO .� N to I co Z N W 0 r k OWA ,.. U N00 ZIP drawn s.l. checked s.t. date 3/29/21 scale as noted job number 20057 sheet drawn s.l. checked s.t. date 3/29/21 scale as noted job number 20057 sheet