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Home My WebLink AboutBuilding PlansSTRUCTURAL NOTES. BUCK ATTACHMENT NOTES STEP 5 ' STEP 3 All wood in contact with mason shall be pressure treated or approved masonry pp AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH Apply Horizontal Peel & Stick Fashing over Window TYVEK Building Wrap over plywood up to separating material. 2 x 6 TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. Fin and Tyvek Fin of window SET AT 6" FROM CORNERS AND AT 8"o.c. MAX. All dimensions shall be verified in field by the contractor. If there are . any discrepancies the Architect or Engineer shall be notified before AT WINDOWS USE P.T.PINE OR SPRUCE AND ATTACH 2 x 4 BUCKS TO BLOCK WITH 1 4 DIAL TAPCONS " `:.?;:?;:. ::...aril:::::::.'%;:'•-;.:•::'..:..:::::-r,:n-:::::-:n': 3.i`:-::.:..:::::.::::.;..:r,::::•:;•:<:::::;:%aaa':::n:::::r::rrr..�: .;::::::::.:::.:::....::..............:,....::::.::::::..::::.....:.:, .; •; ,.. proceeding. 4" FROM ENDS AND+B"o.o. Nil wood members shall have a minimum fiber stress in bending ALL TAPCONS TO HAVE A M[N, 1 1 /4" EMBEDMENT IN C.B.S. 3f 1200 .s.i. with 1 /360 max. deflection. P USE COMPOSITE SHIMS DURING DOOR INSTALLATION SHEATHI ' NAILING NOTES STEP 2 GENERAL REQUIREMENTS Window Fin Secured Window to wood framing as per d' f h FI 'd B 'Id' CA Pneumatic Nails man cturers recomen- Opening All work to be as per the current a IL on o 1.e on a ui Ing o e I datioi is and meet or exceed all applicable local requirements. Pneumatic or mechaniiay driven nails will be accepted under thesfollowing conditions: General contractor is responsible for all labor, materials, utilities, testing, STEP 3 waste removal, storage, securing of site, accomodation, transport/freight, Min. nails size 8d or larger ring shank with TY EK Building Wrap and all other cost related to the completion of this project., unless explicitly Min. shank dismeter..113 Min. Length: ovi r plywood up to identified here. 2" Min. Head Diameter. 280 Full Round Fin of window Min. Ring Diameter .Ql over shank dia: Owner is responsible for all municipal related charges such as impact Min. 16 to 20 Ris-pellnch _ fees, and water connection, except building permit fees, which are to be STEP 4 included in the construction bid. Note Apply vertical Peel & General contractor to check all drawings for errors and ommissions and - g Gun nails shall be permitted as an acceptable fastener from arty manufacturer suck F wino ishing over Fin & Tyvek -. bring them to the attention of the architect prior to starting any work, or _ ordering any materials of the respective division of work. If sucherrorsWood screws meetaigthe same size requirement _ STEP 3 TYVEK Building Wrap' over plywood up to Fin of window i in o t architect, an resulting mmissions are not reported'in wrt he c and oY g gt may be used m lieu ofnails without comment Y t - = <o . damages or costs shall be born'. entirely by the general contractor. .::::8: fi::: ,y.:...... ::.:....H: ?. .... 85ir'.::i`a: � '�" � � °' Nailing Schedule M Architect is not responsible for the contractors method or means of construction. EXTERIOR SHEATHMG STEP 3 L6- Use #8 gun nails at 4ao.c. at panel edges STEP 1 TYVEK Building wrap General contractor is to keep the site in a clean and safe state through and #8 gun nails at 4 o.c. at panel top and bottom 6"o.c. in feld - over plywood up to Apply Sill Peel & Stick Fin of window out the course of construction., An building turnover,,general contractor to and Fashing over Plywood. clean all surfaces so as to be free of dust, grease;, stains,: scuffs, etc. Extend flashing back full width of Jamb THRESHOLD NOTE Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. At egress doors (see floor plan) the max.- hgth. Frame Wall Window Flashing All plans and drawings are not considered complete until they have been 1/2""ll b h ld hshall e threshold of the reso Remove Sill Flashing for Door Application reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. Wood Framir* Note EXTERIOR CEILING & SOFFIT NOTE Wood framing suloorting exterior sheathing panel products shall beiiiot less than 2 (51mm) nominal thickness 7/8" Stucco finish over 3/8" high ribbed galy. wire lath fastened to in the least d'i`medsion except that wood furring strips not less than 1" by 2" Wmm x 51 mm) nominal dimension shall be 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. permitted to be used over solid backing or framing spaced Install one layer of 15# felt to framing prior to installing ribbed lath not more than 24Fo.e. (610mm) Wire Lath Attachment l Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached H36 horizontal framing members with 1,5"" roofing nails and to vertical wood' framing members with 6d common nails or 1" roofing nails driven to penetration of not less then 3/4" of an inch, or 1 "" wire staples - • , �.. ;.. driven flush with the plaster base: e Staples shall have crowns not less than 3/4" and shall engage not less v - than three strands of lath and penetrate the wood framing members not less than 3/4"": The fasteners must penetrate the wood framing members not less than 3 4". Fasteners shall be / 7" o.c. max. H36 3/8 " continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS Min. 1 1/4"" embedment d- at windows and min. � c a c 0'o , n d C4 0- co- Q cc W E Q O d 13 i -) a o 'aN 1 /2" drywall `n a`oW a Cl)co 7bucks 1/4"` max. struct. shim at caulk 12o.c. attach as per Typ. Alum. window manufacturers jamb or sliding glass product approvals door jamb NOTE: Method of attachment and Gunable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with Protecto LWM200 after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method Concrete Driveway 110"x 54- Opening (2) 23 (2) 24 Covered Carport _8" Concrete Driveway Existing Floor Plan scale: 1/4" = V-0" 15 3068 (3) 25 Covered Porch -4", Concrete Patio (2) 35 0.00 Assumed F.F.E. 24 (2) 24 (2) 35 23 Project Data Project Name: Fraga residence V Street Address: 4909 Magnolia Ave. City: Ft. Pierce County: St. Lucie Z CL Q State:' Florida Building Code 01 cc ��0�� V In M 2017 Florida Building Code: Residential Z J M 2017 Florida Building Code: Existing Building 0 bb Alteration Level II00 U i 2014 National Electrical Code Z d' r Design Loads in �, v Wind Speeds 160 MPH Wind Importance Factor: 1.0 G- Building Category: II (7 4) Wind Exposure: C Z Internal Pressure Coefficent: .18 J ^- Structure Designed: Enclosed g O Soil bearingcapacity: 2000 s.f. P et >� _ Scope of Work ,; m Window and Door replacement and removal' details. Exterior Stucco Details over the Existing' C.B.S. and the New Wood cu Frame New Lights and Switches at the 0 F- new installed doors and new CU CU � r- electrical in ne Storage Area > w to O Building Data _ = o (d 00 Occupancy Type: ` Group R (Residential) o U Z cal Use. Single Family Residence LU .^r. Construction Type: V <C Number of Stories: One n/ L.L W M ,— Wall Key Existing 8'-01" CBS; Wall to Remain (Unless Noted Otherwise) New Frame Exterior Walls and "In 'Fills 23 23 Concrete Steps co m M N J U H U d 6 L U N y a) Q Ll.l L sv 24 0 (U 0 0 blp au O Rill date revision 1/12/21 Changed Room Label from ezercist room to storage 24 area drawn s.i. (2) 24 checked sa: FILE COPY date 8/28/2020 scale as noted job number REVIEWED FOR 20055 CODE COMPLIANCE sheet ST. L CIE COUNTY A_ 1 BOCC 021f Existing Ceiling Finish to remain Existing wood 3 beam to remain SP6 over top plate Stud to beam with at each stud with (1) MSTA21 with (14)' (6) 10d 10d-nails (2) 2 x 6 Top Plate to Existing Beam with Three Coat Stucco (2) 16d at 12" o.c. over Paper Backed Wire Lath 5/8" c.d.x. plywood 2 x 6 studs 24"o.c. to studs. Fasten as Southern Pine #2 " per nailing schedule cover with Tyvek House Wrap SP6 under sill plate at each stud with (6) 10d Continuous 2 x 6 p.t. sill plate Stucco Stop Conc. Pad Existing wood _ beam to remain SP6 over top; plate at each stud with (6)' 10d Three Coat Stucco - over Paper Bked Wire Lath " 5/8- c.d.x. plywood to studs. Fast�en--as, per Trailing schedule cover with Tyvek House Wrap SP6 under sill plate at each stud with (6)10d Existing Ceiling Finish to remain Stud to beam with (1) MSTA21 with (14) 10d nails (2) 2 x 6 Top Plate Jom Existing Beawith (2) 16d at 12""o.c. 2 x 6 studs 24""o.c. + Southern Pine #2 m 2 x 6 p.t. sill plate Existing C.B.S. Wall 5/8""x 6 "Wedge Bolts 24`"o.c. with 1/V' x 3"" washer and nut at plate 'Frame In Fill""Detail (B scale: 3/4 = 1'-0"" / xs g 5/8"x 6"Wedge Bolts / I Footing - 24"o.c. with 1 /8" x 3"J washer and nut at m plate d m (2) 23 N Exterior Frame Wall Detail scale:3/4" 1' 0" R36 Existing Goff. _,,-a•, Lintel A q SP6 over top plate at each stud with (6) 10d E i tin (2) 2 x 6 Top Plate to Existing, Lintel with (1) 1 /4 x 4 1 /2-Tapcon 12"o.c. max. Three Coat Stucco over Paper Backed Wire Lath Existing C.B.S. Door Jamb beyond 5/8" c.d.x. plywood to studs. Fasten as 2 x 6 studs 24"o.c. per nailing schedule Southern Pine #2 cover with Tyvek House Wrap R19 Batt Insulation SP6 under sill plate at each stud with (6) 10d 2 x 6 p.tsill plate Existing FFE Existing Conc. Pad 5/8% 6'"Wedge Bolts LFoLotiing 24"o.c. with 1/8" x 3" washer and nut at plate Frame "In Fill 11Detail- TYPICAL AT EXISTING DOORS H36 Concrete Patio 6068 11 New French 11 New Lightl & Switch I New Light & Switch New 6068 French Remove the Existing --- Windows & Frame In. ----I Remove the Existing Existing Header to Remove the Existing \ Door and Frame In. Remain Door and Frame In. / - C Existing Header to Remove the Existing Existing Header to ^ �` Remain C.B.S. Sill Wall Remain ,/ FAMILY ROOM BEDROOM bb 'c n 0 Remove the Existing Windows & Frame In. N Existing Header to Remain New 3068 I Frame in the (2) 24 1 Existing Opening if1VeW � 0.00 Assumed F.F.E. Concrete I to receive the New Driveway Prehung Door --I New Light,- Existing Header t5 Existing i� I Remove the Existing FOYER Switch to / I Door and Frame 1n. & Switchs to remain Remain / 1 Existing Header to ! I Remain A — New \ 7 New ouJ \ 6068 am \ u.I I Existing Light — - A ! to Remain Existing Masonry Opening / 24 Frame in the Existing Opening Existing Light , Existing Header New Frame to Remain to remain Non Conditioned Space New Wall ,�_ New Storage Area �--4"" �'-%` _8"" Covered Porch New Frame in the Existing Opening to receive the New Windows Existing Header (2) 24 to remain New New H.R. 6040 A Concrete New Remodeled Floor Plan with Electrical Plan Driveway scale: 1/4" = 1'-0- New 25 s.h. m Egress X LU Window 23 1/4" dia. x 5" Tapcons Studs to CBS 6 from ends and 12"o.c. max Use P.T. studs against C.B.S._\ 23 Concrete (2) 24 Steps SP6 16"o.c. max. along Beam. Use (6) 10d 1 1 /2" long for each Existing Carport fastener Beam to remain (2) 2 x 6 top plate F-' w z Beam to Stud Q Q with (1) MSTA18 with (14) 10d J 00 V rq' V) ZCD .I (2) 2 x 6 stud O' U" U v m WINDOW W ROUGH OPENING 2 x 4 with SPH4 zp at stud with (10) 10d x 1 1/2"" 0 ('j 04 \X • (%� LU V N SPH6 at each stud f1 Use (10) 10d X 1 1/2"" 0 O U Z 24" 2 x B p.t. sill plate .-. LO max. ' fasten as per typ. wall section _ m' '4-1 vJ Window Framing Detail (Q Existing Masonry Opening. Q Plate to Stud SP6 at each stud (2) 2 x 6 Use (10) 10d X 1 1 /2- top plate (2) 2 x 6 studs r a 1/4" dia. x 4" Tapcons 0 DOOR Studs to CBS 6" from Z' ROUGH ends and 12"o.c. max y OPENING - m c X w SP6 at each stud kv U r- LU LO LO F- o `1 T L = O eo U CDz N UJ OD C") N Use (6) 10d X 1 1/2 2 x 6 p.t. sill plate in L_ 5/8" dia. x 6" wedge bolt with 1/8" x 3" Q washer 6" from ends F-. U1 and 24-o.c. max. LU French Dr. Framing Detail p � ¢' W c� o (U O O N 5 W 24 LU LL O date revision 1/12/21 Changed Room Label from exercise room to storage ELECTRICAL LEDGEND area T SURFACE MOUNTED LIGHT FIXTURE —R1 VIEWED 24 TTT0 OR DUPLEX OUTLET NCE .y} SWITCH ST. UCIE COUNTY Electrical Notes dr�CC s.l.' 1. All loads to be checked by a Florida Licensed Electrician checked a:i.', 2. All work to meet the National Electrical Code date 8/28/2020 scale , WIRING METHODS: ea noted job number ELECTRICAL WIRING SHALL BE COPPER - TYPE THHN OR TYPE 20055 THW FOR WIRING WITHIN BUILDING. TYPE THWN UNDERGROUND sheet OR ON BUILDING EXTERIOR. CONDUIT SHALL BE EMT WITHIN BUILDING, PVC UNDERGROUND, GRS OR SCHEDULE 80 PVC FOR A-2 SERVICE ABOVE GROUND. Stucco Installation Information CMU solid base —lath and accessory inspection required Ceilings, soffits, entries, gables, penetrations, openings, dissimilar materials, etc C926 A2.1.4 Dissimilar material — V-Joint in lieu of casing bead Stucco abuts —wood or metal door and window frames Three coat —through second and first coat— %: inch V-Joint Two coat —through finish coat— 1/8 inch V-Joint V-joint must be uniform depth and width Plywood C1063 Table 3 Note A - Plywood requires 1/8 inch gap between adjoining sheets for expamion (ends and sides) Fasteners - ASTM C1063 Nail size and type- (no double nailing in lieu of compliance) 6.7.1 Nails —metal lath to wood 0.01205 inch — 11 gauge 7/16 inch head, barbed, galvanized roofing nails or galvanized common mils 6.7. 1.1 Nails — lath to solid substrates'/. inch long 6.7.2 Screws —lath 7/16 inch pan wafer head 0.120 inch dig. Shank 7.10.2 Lath to Wood Framing 7.10.2.1 Lath to wood 7 inch o.c. maximum (too tight of spacing will effect stucco encapsulation) 7.10.2.2 Diamond -mesh expanded lath, flat -rib expanded lath, wire lath, Horizontal Framing members 1 'h inch roofing nails Vertical framing members 6d common nails, 1 inch roofing nails — penetration '/. inch, 1 inch roofing nails— 3/4 inch crown — engage min. 3 strands — penetrate member'/. inch 7.10.2.3 Expanded 3/8 inch Rib Lath Horizontal and Vertical framing members nails or staples Horizontal— 1 3/4 inch penetration = 2 inch long nails or staples Vertical - % inch penetration = I inch nails or staples 7.10.2.4 Common nails —bent over engage min. 3 strands or beat over rib 7.10.2.5 Screws Horizontal and vertical — 518 inch penetration — engage min. 3 strands (equals I inch long screws) 3/8 inch Rib Lath - screw pass through rib but not deform rib 7.10.3 Lath to Metal Framing 7.10.3.1 18 gauge wire ties, clips or other carrying strength, corrosion resistant 7,10.3.3 Screws 3/8 inch through framing member— engage min. 3 strands 3/8 inch Rib Lath— through rib do rot deform rib 7.10.5 Lath to solid base —concrete- masoary Power or powder actuated, combo power actuated and hardened concrete stub nails Combo — one power or powder actuated at each comer and one at mid -point of the long dimension, balance can be hardened concrete stub nails Rows 16 inch maximum o.c. — 7 inch maximum o.c. spacing, corrosion resistant'/, inch long minimum 3/8 inch heads 1 7.9 Spacing of attachment of lath 7 inch maximum o.c. — diamond mesh, flat rib (too tight of spacingwill effect stucco encapsulation) 3/8 inch Rib Lath at each rib Laps 7.8 Lapping Lath 7.8.1 Side laps — secured to framing members —tied between supports w/ 0.0475 wee at 9 inch o.c. 7.8.2 Metal lath Side laps —'h inch (not max or min, too much lap effects stucco encgisulation) or nest the edge ribs Metal lath — end laps 1 inch End laps between framing members laced or wire tied 0.0475 inch galvanized, annealed steel wine Wire lath —lapped one mesh at sides and ends 7.8.3 Paperback lath — Vertical and Horizontal Laps backing to backing and metal to metal 7.8.3.1 Backing lapped min. 2 inch Backing shall not be placed between plaster base (lath) and flanges of accessories, Metal lath to metal flange contact feqummil 7.10 Application 7.10.1.1 Table 3 spacing framing members = what we see typically Lath —Walls 24 inch o.c. Ceilings 12 inch o.c. Flat Rib — Wafls 16 inch o.c. Ceilings 16 inch o.c. 3/8 inch Rib Lath — With; 24 inch is c. Ceilings 24 inch o.c. 7 inch o.c. framing member, 3/8 inch Rib Lath at the rib 7.10.1.2 Lath long dimension perpendicular to supports 7.10.1.3 Lath ends shall be staggered 7.10.1.4 Lath shall not be continuous through control joints but shall be stopped and tied at each side 7.10.1.5 Ceilings — casing beads required at columns, walls, beams, other elements, nin 3/8 inch clearance between elements 7.10.1.6 Walls — load bearing or partitions — casing beads required— butting into structural walls, columns, floor or roof slabs, sides or ends of wall or partition, lath shall terminate at internal angles 3/8 inch clearance required Lath installed smooth going down and rough coming up — stucco applied with force and pressure going up Lath ova metal straps and over peel and stick 7.11 Accessories 7.11.1 Metal accessories completely embedded in stucco ` 7.11. L l Flanges secured max. 7 inch o.c. 7.11.3 Casing beads Isolate non- bearing members from load bearing members All penetrating elements separate dissimflar materials 7.11.4 Control joints Single prefabricated product or two piece expansionjoint properly installed Back to back casing beads w/ flexible barrier membrane behind casing beads, 1/8 inch separation space —baker rod and caulk 7.11.4.1 Walls - Delineate areas max. 144 sgft Ceilings —max. 100 sgft 7.11.4.2 Distance between CJ max. 18 ft either direction or length to width ratio 2 '/2 b 1 (18 It long and 4 ft high = 18/4=4.5 ratio long side: short side ratio, which means it exceeds the 2 9z:1 ratio, 18 ft length is too long for the 4 ft height between control joints) CJ ceilings - framing changes direction 7.11.5 Foundation weep screed Bottom of all steel or wood trained exterior walls Bottom edge min. 1 inch below joint, nose of screed min. 4 inch (FBCR 6 itch more stringent) above grade or 2 inch above paved surfaces 1 inch belowjoint applies to mid wall weep screed as well Weather resistive barrier and lath shall entirely cover the vertical flange FBCR 704 Requires min. 6 inch between exterior wall covering and grade — steel, wood or CMU Exception # 1 paint or decorative oementitious finish DCF (just for cosmetics) less than 518 inch thick CMU — solid base — can be terminated with a J Channel or cut it is just a termination point Note: Optional acceptable method for stucco below grade 1. Less than 5/8 inch stucco, can extend below grade if the. solid smooth or non -absorbent surface (cast -in - place or precast concrete) i.e. footing, is prepared as indicated in ASTM C926 section 5.2.2. This area of 9 the footing must be prepared in order to provide the proper required auction. Solid CMU surfaces below grade (such as stem wall) most be thoroughly cleaned/prepand prior to stucco applicatioa. Accessory end joints and intersections most be embedded in sealant (caulking) Lath must not bum the accessories— out short for cinbedmmulath coverage Do not caulk control joints Vertical control joint most be continuous through horizontal control joint Backer rod required notiust caulking ASTM C926 4.6 Water— must be potable, suitable for domestic consumption 5.2 Solid bases Remove form ties or other obstructions- trimmed back 5.2.1 Solid surfaces shall have suction (ability to absorb water) 5.2.2 Smooth or non -absorbent surfaces (such as cast -in -place or precast concrete) shall be prepared to receive stucco by one of the following methods: 5.2.2.1 Sandblasting, wire brushing acid 5.2.2.2 Dash coat 5.2.2.3 Bonding compoundlagent 5.2.3 Lath --per C1063 7.1.4 Separation shall be provided where stucco abuts dissimilar materials or openings 7.1.10 Stucco coats that become dry shall be evenly dampened 7.2 Stucco to lath Three coat— 7/8 inch total thickness — 3/8 + 3/8 + 1/8 7.2.1 First (scratch) coat 3/8 inch thick must embed left, score surface Prop" tool for both applying stucco and scratching 7.2.1.1 First (scratch) coat becomes firm — score surface horizontally 7.2.1.2 First coat sufficiently rigid (frog" print) 7.2.2 Second (brown) coat 3/8 inch thick 7.2.2.1 Second (brown) coat —brought true rod or straightedge 7.2.3 Third (fetish) coat 1/8 inch thick 7.3 Stucco to solid bases 7.3.1 High suction bases Evenly dampened 7.3.2 Three coat — 5/8 inch total thickness—'/4+'/.+ 118 7.3.2.1 First (scratch) coat %4 inch Becomes firm score horizontally 7.3.2.2 Second (brown) coat '/. inch Even plane rod or straightedge 7.3.2.3 Third (finish) coat 1/8 inch 73.3 Two coat -'h inch total thickness-3/8+ 1/8 C926 A1.6.1 Mortar joints shall be Bush not struck Dissimilar materials such as ties, reinforcing steel and so forth cut back 1/8 inch below surface and treated with corrosion -resistant coating A2.1.6 Max. Deflection vertical and horizontal Framing L/360 A2.2.3 Vertical and horizontal surfaces meet - both surfaces shall terminate with casing beads Vertical surface extend min. '/4 inch below horizontal - form drip edge j Horizontal casing bead terminate min. '/. inch from back of vertical surface carport scale: 1/4" = 1'-0- . _ onmw ig vym w iga Rear Elevation scale: 1 /4- = 1'-0" Right Elevation scale:1/4" = 1'-0" \_Frame in the Left Elevation existing openings scale: 1/4" = 1'-0'e New Stucco Finish over the Existing Frame Gable End New Stucco Finish over the Existing C.B.S. Walls New Stucco Finish over the Existing C.B.S. Walls Provide New Stucco Finish on all Exterior Walls New Window Provide New Stucco Finish on all Exterior Walls New Door New Stucco Finish over the Existing Frame Gable End existing openings Frame in the existing oper U Z CL Q ~ N O I—Z) J 00 M /R �J (n M Z O J to co It U U W U t\ • _ fn r (%� Lu 0 U � Qj U ICU a 0 _ Z > .J o = W 4-) m 0 ICU ~ > M C) r~ / LLJ C N H O � C3 r- = .V O z 00_ U LU N Q 00 M T N W U U p i W N J (1) Q w L to 0 CU C 0 b.0 5 Co 2 O M lot drawn S.I. checked REVIEWED FOR aJ. CODE COMPLIANC ;2020 ST. LUCIE C ...to zee noted BOCC job number SEP 15 21925 ST. Lucie County, Permitting 20055 sheet A-3 Stucco Installation, Procedures and Guidelines Masonry:, ❑ At the intersections of vertical and horizontal control joints, the horizontal control joint shall be cut to fit ❑ Conventional stucco over masonry surfaces may be applied with two or three coats. Two -coat systems and butted to the continuous, uninterrupted, vertical control joint. Embed all accessory ends, angles, butts, �--+ over masonry consist of. first coat = 3/8 inch thick and finish coat =1/8 inch thick; or over cast concrete and intersections in sealant at time of installation. Z consist of: first coat = 1/4 inch thick and finish coat = 1/8 inch thick. Three -coat systems consist of: first coat = 1/4 inch thick, second coat = 1/4 inch thick, and finish coat = 1/8 inch thick over both In wood -frame construction, accent features (foam, accent strips, banding, and trim) should be installed masonry and cast concrete. over the brown coat, using adhesive and minimum fasteners penetrating the stucco. (See Recommended O J 00 Practice Section) 10, ❑ When required by ASTM C 926, Section 5.2.2; an exterior bonding agent, conforming to ASTM C 932, Alternative features applied directly lath) shall be used on all masonry surfaces. In lieu of a bonding agent, a dash coat, roughing the surface, or methods: (accent over metal -J metal lath are also acceptable methods for bonding. 1. Accent features may be installed directly over metal lath when they are properly flashed WRB lath Z � or the and extend over the top section of the accent feature. O d- ❑ FSC 2510.3 Installation, references ASTM C 926 requires form ties or other obstructions (including 2. Accent features may be installed directly over metal lath when the are isolated from the Y Y Y � V l masonry cut nails for clean out opening forms) to be removed or trimmed back even with the surface of stucco as prescribed in ASTM C 926, Sec. A2.3.3. This method may require a renewable 1.0 the solid base. In addition, if the nails are to be trimmed flush and left in place, they need to be corrosion backer -rod and sealant joint. Z Q L resistant as would be required for lath or other metal accessories, ASTM C 926 section 5.2 and C 1063 3. A proprietary detail, using synthetic stucco and reinforcing mesh. C7 N section 6. 0 UL r NOTE: Details for alternative methods must be shown on plans and approved by the Building (n v Wood: Official. CO LU O ti C Conventional stucco over wood should always be applied as a three -coat system. Scratch coat =3/8 inch � O t0 O a t- thick, brown coat =3/8 inch thick, and finish coat =1/8 inch thick. The scratch coat must be scored El The termination of the stucco at the base of a wood structure shall be per ASTM C-926, Section A2.2.2. C7 , N Q horizontally on vertical surfaces. Successive coats should be applied as soon as possible after the U y underlying coat has sufficient strength and rigidity to resist damage when the next coat is applied. A Y• B � g PP ❑ A wee screed shall be installed per ASTM Standard 1063-06 section7.11.5. See below: P P Z x mist cure shall be maintained as needed for climatic conditions. J .. IS') ❑ A foundation weep screed shall have a sloped, solid, or perforated, ground or screed flange to facilitate the • Where structural wood panels are used for sheathing, a minimum 1/8 inch separation shall be P g, P removal of moisture from the wall cavity and vertical attachment n t flange not less than 3.5 inches long. tY g g Q� -11 -;provided. bottom edge of the weep screed is placed not less than I inch below the joint formed by the foundation ` and framing. The water resistive barrier and lath shall entirely cover the vertical attachment flange and (ll m ❑ r resistant barrier m The weather es tart barn WRB must be installed per Sections R703.6.3 of the Florida Building d (WRB) p g terminate at the to edge of the nose or ground flange. P g g Code Residential and 1404.2.1 of the Florida Building Code. Where cement piaster (stucco) is to be Co applied to lath over frame construction, measures shall be taken to prevent bonding between the ❑ Raw earth, grade shall be not less than 4 inches below the nose of the weep screed, paved surfaces shall be cement plaster and the water resistive barrier. A bond break shall be provided between the water not less than 2 inches below the nose of the weep screed. resistive barrier and the cement plaster (stucco) consisting of one of the following: ❑ Roof lines shallbe not less than 2 inches below the stucco termination cu 1. Two layers of an approved water resistant barrier material or 2. One layer of an approved water resistant barrier over an approved ❑ FBC-R703.15 Drained assembly wall over mass assembly wall. Requires flashing or other approved _ > plastic house wrap, or drainage system (similar to the detail above), installed as required by section R703.8, at the base of framed walls over masonry walls. One-piece and two-piece accessories are available to meet this requirement. U r- 3. Other approved methods or materials applied in accordance with the manufacturer's \ UJ a)� installation instructions. ❑ Separation shall he provided where stucco plaster abuts dissimilar materials, openings, and / LO � N p J be sealed with sealant. See FBC-R703.6.5, R612.I2 and 4 me juncture shall ,_ O ,- ll be connected to the 1 be a ached to tt 7 inches on center. Lath l wood in hrroofing with ASTMaC 926r Sec. 7, _ ca 00 honing zontal wood framing members Sin nails and to verticaframing members with C:) zLLJ 6d common nails or 1 inch roofing nails driven to penetration of not less than % inch, or 1 inch wire ❑The weather -resistant barrier (WRB), bond -break, lath, and stucco shall be installed to the top of the U 0 staples driven flush with the plaster base. Staples shall have crowns not less than inch and shall engage wall top plate, including behind soffits. Where walls butt into perpendicular walls, rough framing Cr not less than three strands of lath and penetrate the wood fl'arning members not less than % inch. The shall not contact perpendicular wall sheathing; provide sufflelent space to install continuous WRB, Q fasteners must penetrate the wood framing members not less than 3/4 inch and not be installed randomly bond -break, lath, and stucco. M in the wall sheathing. ❑ 2010 FBC, Sec. R703.6.5 Fenestration states: {.L T- ❑ Expanded 3/8" Rib Lath shall be attached to horizontal and vertical wood framing members with nails or The juncture of exterior plaster and fenestration products shall be sealed with a sealant complying with Section R612.12. The documents referenced in Section R612.12 specify es of sealant and sealant staples to provide not less than 1 1/4" penetration into horizontal wood members, 1/4" penetration into joints, with backer -rod. This method of sealing joints around windows the recommended practice. vertical wood framing members. 11 Lapping of metal plaster base. Side laps shall be secured to framing members. They shall be tied between lapped Recommended Practice: v supports with wire at intervals not more than 9 inches. Lath shall be %2 inch at the sides, 1 inch at The following recommended practices, when carefully done, will provide enhanced protection ends. Where end daps occur between the framing members, the ends of the sheets shall be laced or wire against water intrusion into framed wall systems. 1 tied. - L self -furring or furred out d comply; ,Tble 3. ❑ Installing accent features foam accent strips,) p p g (banding, and trim over a proper stucco base coat :m -_Maximum on center spacing of framing mein ers shall no more than 4 inches. Lath weight should he (Scratch and brown coats) helps eliminate a major source of moisture intrusion. This method is highly minimum 2.5 ib/sqyd. encouraged and considered Recommended Practice. ❑ Lath accessories shall have perforated or expanded flanges, to permit complete embedment in the plaster, ❑ Installing a strip of self -adhering flashing or self-sealing membrane under trim, banding, and lath and be designed to receive the specified thickness of plaster. Accessories include control joints, expansion accessories (both vertical and horizontal) helps protect against water intrusion where fasteners penetrate joints, comer bead, casing bead (plaster stop), cornerite, weep screed, etc. the WRB. ❑ Control joints (expansion and contraction) shall be installed in walls to delineate areas not more than 144 ❑ Self -furring, paper -back lath (made with 10-minute, Grade D paper) over house wrap meets all of sq. ft. on vertical surfaces and 100 sq. ft. on horizontal surfaces. The distance between control joints shall the requirements of the Florida Building Code. Self -furring, unbacked lath over two layers of WRB, not exceed 18 feet, in either direction, or exceed length- to -width ratio of 2-1/2 to 1. The ASTM standard consisting of a layer of 60-minute, Grade D paper (or better) over a layer of house wrap will provide requires the paper to be installed, continuous, behind the joint material and that lath shall not be enhanced protection against water intrusion. continuous through control joints, but shall be stopped and fastened (wire tied) on each side of the control O I joint.. All accessories must be installed to receive a minimum 7/8 inch application for athree-coat system ❑When installing the WRB's, care must be taken to keep the membranes tight into the comer, so the � � - over wood. lath can be installed without puncturing the WRB's. ❑ Control joints must be continuous through decorative bands or other embellishments, so they will not Q C:a� a restrict panel movement. W Q LL ❑ Typical locations for control joints would include: off comers of windows, structural plate lines (expecting to > minimal movement) and junctures of dissimilar substrates. J Q L ❑ Typical locations for expansion joints would include: structural plate lines (expecting significant w movement and at structure cture expansion joints. o � � ND ❑ Accessories end laps of metal lath, where they occur between framing members, may be stapled or :v caa • nailed to the substrate or wired, 9 inches on center for end laps and T8 inches on center accessories. W L PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Budding Rated Product Rated Number Type Design Pressures Design Pressures Single Hung Non Jambs: 5"from corners & 6"each side of meeting rail & center FL 16851.2 Windows Model 9400 New South above & below meeting rail. Use #8 x 2 1/4"PPH SMS +38.7 -42.1 +/- 45.0 , Windows Impact with 1 7/16"min. embedment into 2 x buck or framing. FL 18842.8 Horiz. Sliding Series 9000 New South Non. 5.5"from comers & 13"o.c. at Head, Sill, & Jambs. .Use #10 x 2"PPH SMS +38.7 --42.1 +/- 45.0 ' Windows Model 9500-3 Windows Impact with 1 1 /4"min. embedment into 2 x buck or framing. Horiz. Sliding Series 9000 Non 5-from corners & 12"o.c. & at center at Jambs. Head & Sill: 5" FL 16842.2 Windows Model 9500 New South Impact from corners and 12"o.c. & at center. Use #10 x 2"PPH SMS +38.7 -42.1 +/- 45.0 Windows with 1 1/2"min. embedment into x buck or framing. Swing Doors 6" from corners & 14"o.c. at Jambs. Head 6-from corners FL: 5891.2 (Side Door) Fiberglass Therma-Tru N.A. Use #8 x 2 1/2"PFH wood screw with 1.15"min. embedment +38.7 -42.1 +/- 67.0 - into 2 x buck or framing. - .Double Door 6" from corners & 14"o.c. at Jambs. Head and Sill 3"and 7" FL: 20468.9 Swing Doors Glazed Therma-Tru Impact from centerline & 6"from comers. Use 1/4% 2 3/4"Tapeon +38.7 -42.1 +/- 50.0 (Entry & Patio Door) Fiberglass into concrete & #8 x 2 1 /2"PFH wood sorew with 1.15: min. embedment into 2 x buck or framing.:.. Double Door 6" from corners & 14"o.c. at Jambs. Head and Sill 3-and 7" - FL 20461.11 Swing Doors " (Entry &Patio Door). Glazed Therma-Tru from centerline & 6"from comers. Use 1/4"x 2 3/4"Tagcon +38.7 -42.1 +/- 50.0 Fiberglassinto impacto concrete & #8 x 2 1/2"PFH wood screw with 1.15min. embedment into 2 x buck or framing. NOA: 18-0516.07 Storm Panels .063 min, Alum. American Metal Impact 1/4"x 2 1/4"Tapcon at masonry or wood screw at frame. 12"max. o.c. spacing. +38.7 -42.1 + - / 62.0 Fabrication date revision dram. checked al. date 8/28/2020 .scale as noted job number REVIEWED FOk 20055