Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutPLANSPi of ect Data Buildinh Data REVIEWED FOR CODE COMPLIAN ST. LUCIE COUN BOCC 0 N 13'-2" 31'-0" 12' '2" 4T-0" 5'-8" 1 2'_4" 1 e-o" Egress I L-2 I +HB L-3 Egress 0 0 o o� o ]0N Master Bdrm. n Office Pocket Pocket 3/12 Vault Clng 9'-4" Ceiling Porch • ❑ 5'-2" 14'-0" 3'-11" 1'-10" 3'-5" O 9'-4" Ceiling L-9 v o from F.F.E.act q Stucco Ceiling N Gas rankles WaterHeater F11 Clng. yp O L-4 N p 2680 6 N 6 CD3080 Clos. .Y Dining Q j Pocket Q Ca M L-3 9'-4" Ceiling ❑• 2680 Water25 _ Line 00 s.h. 0 dw Ref.00 o d cv O Kitchen a _ b v M Za ¢ Dogs 9'-4" Ceiling 9'-4" Cing. 2sso I s. s.h. AC Cord. iy O = oad on cone. p 8" 5'-2" 3' 2" 2'-6" " 5' 4" 0 3'-1" 4'-0" 1'-6" 14'-2" t7 r in v 2880 Lnd9 4 ]m Cing. 22.5 x 54 V.t.. Attic Ace. O Range & d IT L-3 O . era Pocket & Ladder _ s.h. L 1 • 9'-4" Clog. O v 110 o H33 s.h. Safety Glass o v.tr. 7 r N Deco. Beams 9.4„ N HB HB cing. El L-3 r, Bench 25 Built In Cabinet L 71ww s.h. ❑ 0 11 " 8" ] 0'-0" 3'-0" 2'-0" B drm. 3 well 9'-4" Ceiling Pump _ ,D 36" Vented o N F'P' Gas Zero y o B drm. N Deco. Beams Clearence Fireplace Unit War 9'-4" Ceiling sera. Living Room 3/12 Vault Ceiling Built In Built In Cabinet Cabinet F F L-3 o O o o 0 � ID Bench D m m 25 s.h. L 3 20 s.h. L 3 25 s.h. Egress Egress o o o v 8 Entry I E 75 00 0 0 0 9'-4" Ceiling El from F.P.E. 25 25 L-4 L-3 s.h s.h. Stucco Ceiling o L-7 1 Eli i lEl 01E F11 El co Floor Plan scale: 1/4"— I'-0" FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS Date: 1 1 Reviewer: Connector Schedule Truss Bearing Point Truss Uplift Conneclor ID Qnty. Connector Uplift Fasteners 2 1360 RETA16 1 1810# (9) 10d x 1 1/2" Al 21 1829 HHETAI6 1 2235# (10) 10d x 1 1/2" 13 971 HETA16 1 1810# (9) 10d x 1 1/2" All trusses Co CBS Each Brng. <1600 HETA16 1 1810# (9) 10d x 1 1/2" <1600 HETA16 1 1810# (9) 10d x 1 1/2" All trusses to Frame Each Brng. <1000 MTS 18 1 1 1000# (9) 10d x 1 1/2" <1000 MTS 18 1 1000# (9) 10d x 1 1/2" Valley Trusses Supporting Framing <250# VTCR 1 370# (4) 10d valley Truss (3) 10d x 1 1/2" Gable Trusses Each Vertical <250# HETA16 1 1810# (9) 10d x 1 1/2" Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Provide equal number of studs under girders equal to the number of plys. scale: 1/8" — F-T Project Name: O'Carroll Residence Street Address: XXXX City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II 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: 2933 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Area Tabulation Living: 1968 Entry: 327 Porch: 149 Total: 2444 Total Cubic Volume: 18,361 c.f. Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Spray Foam Insulation 9' 4" T.O.B. 5/8" d.w. 1 x 4 p.t. Firestop One Course Perimeter Beam with (1) #5 Rebar Filled with Grout 1 x 2 p.t. furring strips 24"o.c. Core Foam Insul. in CBS Cells 1/2" d. #5 vert. rebar in grout filled cell See Floor Plan for Locations )0# Fibermix Cone. )6 Vapor Bearier on Compacted, Termite :d Fill F.F.E. a 0 m w cv H (2) #5 Rebar 24 Ga. Standing Seam Metal Roofing over Peel & Stick Underlayment on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others 12 See Connector 5 Schedule 2 x 4 p..t. ? x 4 24"o.c. Cont. Alum. Drip Edge 2 x 6 Fascia Alum. Wrap Stucco Soffit Over High Ribbed Wire 2 _0 Lath Install one layer of 15# felt to framing prior to installing wire lath 8x16x8 CMU Typ. "Hardi Plank" Siding Direct Attachment to C.B.S. #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells (2) #5 RECEIVED MAY 0 8 gig ST. Lucie County, Permitting --- Typical Wall Section FILE COPY U 00 m Ox w � z U p. 'n 00 Q <C ai •lam > L Uu z U w Q � O o rn � W � N d' L U E~ r- d • � O �i N 00 M Ix w o � W � o z b W z U drawn s.i, checked s.l. date 4/7/19 scale m noted job number 18069Z sheet A-1 u� BY St. Lucie C®uflt), l 5 -on 0 Fv PLUMBING NOTES: 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. a7'-0" O101 F-1 101 1010 F-1 101 Iml 1010 F-1 •• l 0 �t • m F-2 c 1 � �x F1 v -4" o0 0 0 om F-2 m 0 N 0 K 0 m - d o 7 4" 2500# conc. pad -1 0 - Cond. for Elect. m a 8" 5'-2" To Kitchen Island O o Q 1 4" 3000# FIBERMIX CONC. m M OVER .006 VAPOR BARRIER o ON CLEAN, COMPACTED, `r El TERMITE TREATED FILL M N ASSUMED F.F.E. 0.00' m in in 0 m 4" 2500# conc, pad N c1 m in _1 i V 96" O El �1 K� F1 (`1 40" ❑ 0 m m Fail F-2 m m m m - El -41 F-2 0 ~ ° 5 7. 0 El m 0 F-2 m 0 © m 0 0 7 5, CD b 1 Hs �t F-1 I O F-1 I T El I m -1 R1 F-1 m 2" 2" v.t.r. 2" v.t.r. Sink 2" v.t.r. 2" v.t.r. to sanitary system Sink Lae, 4„ C.O. t2" v.c wash it Lay. WC 3" Lay. 3" Shwr Plumbing contractor to provide a water hammer &shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram M Foundation & Footing Plan SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.i. 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 immediate)y report it to the owner and the Architect or Engineer so as to order a soil boring test. Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part epoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. GENERAL FOUNDATION NOTES 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 W VM provide V 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 super'ceded 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 STEM WALL, SEE TYPICAL WALL SECTION Cast In Place conc. Steps with 2500# mix and #5 rebar 12"o.c. each way 10" " Typ. Nosing Typ. Riser fight. not to exceed 7 3/4" ci F 2 Embed. rebar into footing and bend into steps 4" 30004 FIBERMIX CONC. OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL Conc. Step Detail T 8x16x8 C.M.U. Si Wall #5 Vert. Rebar in Grout Filled Cell, See Plan for Locations Grade 20" x 12" 3000# Conc. Footing with (2) 45 — Rebar Cont. #5 F.F.E. It 4" 3000# Conc. with c 6" 10/10 WWM on .006 Visquine on Clean, Ca Compacted, Termite `71 Treated Fill 1'-8" F- I Footing h1 0.00, F-2 F-3 F-4 18" x 16" mono. footing Recess 4" at Shower 1811 x 16" mono. footing with (2) #5 rebar cont. 8 with (2) #5 rebar coot. 4" 4' 4" 4" 4n O 8 1611 Typical 1811 Stem Wall 18t' TYP. SHOWER MONO. EDGE FOOTING STEP FOOTING RECESS h-1 � ^ M W ai rr0 L7 C� to � U r > U [� U 7� I--1 Q W � o N d--t Cn [� w y r E� —n 4 00 M x W cal •'" z O 0 w W � U U aM E--I U drawn s.l. checked s.l. date 4/7/19 scale as noted job number 18069Z sheet A-2 v 9'- 0.( Front Elevation scale: 1/4" = l'-0" Rear Elevation scale: 1/4" = F-0" �1• ■ Left Elevation scale: 1/4" = l'-0" Flue Cover and Chimney Cap by Manufacture. Selection i Ui u 2 x 4 16"c.c. with Wiih stud dywood r nailing Chimney Detail I stud at (4) ers, from (2) elate to bottom cord of truss, (3) 16d at all framing intersections Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached 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. Staples shall have crowns not less than 3/4" and shall engage not less 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. Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITYLOAD ALLOWABLE UPLIFTLO.AD APPLIED UPLIFT LOAD BEAM SPECS. L-1 3'-8" 6113 215 3079 165 81716113/1T L-2 5'-10" 4360 453 2093 986 8F16113/1T L-3 4'-6" 6113 915 2724 1423 8F16 113/1T L-4 4'-S" 4567 915 1960 1423 8RF14113/1T L-6 9'-8" 1533 215 914 165 8F16113/1T L-7 9'-2" 1843 680 1133 133 81716 113/1T L-8 5'-8" 4360 215 2093 165 8F16113/1T L-9 9'-6" 1533 215 914 165 8F16 MAT L-10 16'-2" 950 431 404 125 8F16113/1T Min. Beam depths shown, beams may be increased without coment At Lintels over 24" deep provide (1) #3 vertical rebar tied to Horiz. steel at 24"o.c. along length of lintel Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2" 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. 10'-0" tl5 mbar az mp i - It) �'d a off! mbar Mr at Lottom oflinml F=flletl grout r aw'n' wid1h I `� 8F16-1B/TIT 5/8' ralbmwn f aniry MNS J bar attop dlieb of lints wiN h68at Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C,I76 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Cast in place sill or Tie Beam Option In the event that precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5'-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom I Right Elevation scale: 1/4" — l'-0" U /1 7t M w U r� C7 G� to 7t •� > - U u r� Q H V •`� � O W O 7t N CC U Lr� N z r C M O w 0 U U w z � W � � Q U � � N U drawn sT checked sJ. date 4!7/19 scale as noted job number 18069Z sheet A-3 STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1 " concrete cover, or as follows: 11111111 Beams: 1 1/2" 1 1/2" 1 1/2" Slab on Grade: 1 1/2" 1" _ Structural Poured: 3/4" 3/4" _ Poured Walls: _ _ 3!4' Slabs exposed to the weather 3/4" 1" _ Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318' All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fe') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. 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 ply at frame bearing locations GENERAL REQUIREMENTS 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. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. 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 INTERIOR WALL FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #2 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.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 4112 or greater, install (1) layer 30# felt. 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips, 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 govem 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. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. SET AT 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c. field & 4"o.c. edges Zone 2: 8d at 4"o.c. edges & field Zone 3: 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 fastemor 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 at4"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 THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" a Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C 1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gvnsum Board & Gvnsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12"o,c. Screws for attaching gypsum board and gypsum 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 products shall be attached to cold formed steel framing less than 0.033" (lmm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" (lmm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16"o.c. (1Llmm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant 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 exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. 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" (5lmm) nominal thickness in th least dimension except that wood furring strips not less than 1" by 2" (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) 3 2 2 1 ri 3 2 3 2 ;r 3 3 2 3 0 - 1 2 2 1 2 3 2 3 Wind Zones - Roof Wind Zones - Walls 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 2 x 4 diagonal "X" bracing at 8'-Wo.c. starting from ridge with (3) 12d each end (2) 12d� trusses 24"o.c. 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 fastened to beam with 5/8" x 6" wedge bolts with 1/8" x 2" washer 24"o.c. Gable End Bracing Detail — I x d hnttnm rnr,I hrarinn 10'-0" Bottom Cord Lateral Bracing Alum. window corrosive resistant frame Tapcon concrete 3/8" continuous bead of stews installed as caulk (back bedding) behind specified in window shim to prevent liquid passage manufacturers product approval 1/4" struct. shim window sill set flange in continuous —y bead of caulk across the entire face of buck perimeter caulk -� stucco finish Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper j oint expansion and contraction precast cone. sill Typical Precast Conc. Sill Detail Galv. drip edge min. 4" lap 1 x 3 p.t. over 2 x 6 Paint Grade Fascia Gable end truss by truss mfgr. 19/32" c.d.x. plywood with 8d nails 4"o.c. Cover with House Wrap 2x "L" web stiffener as required by the truss mfgr. "Simpson" HETA16 truss to bond beam with (14) 10d x 1 1/2" located at each truss vertical Concrete Bond Beam 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 a stucco finish perimeter caulk Attach .t. bucks with 8dcoilnails at 12"o.c. Typ. Alum. window - jamb or sliding glass doorjamb CBS a' Min. 1 1./4" embedment a at windows and min. 1 1/2" embedment at 4 0 ° a sl. gl. doors a a a . r 1/2" drywall NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. 1/4" max. struct shim attach as per manufacturers product approvals Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method corner bars at beam (outside only) (2) corner bars at footing (min.) — vert. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail PRODUCT APPROVAL Approval product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures Head: 12" max. from comers & 30"o.c. max. Jambs: NOA: 15-0519.05 Windows SH-5500 Singlehung PGT Industries 5/16" Larn 12" max. from comers & 17.7" max. 5" each side of meeting rail. Use 3/16" Tapcon with 1 1/4" embedment +33.5 -44.8 +/- 50.0 into concrete FL#: 17184.5 Swing Doors Fiberglass Door Plastpro 5/16" Lam. 6" from comers & 14"o.c. at jambs. 1/4" tapcon screws with 1 1/4" embed. into cone. +33.5 -36.3 +/- 50.0 Approval product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 17643:1 Roofing Standing Seam (24 ga.) NIL 150 Union Corrugating g g Clips at 24"o.e. fastened with #12 Pancake Wafer Head Steel screws Length to penetrate plywood a min of 3/4". Use two screws per clip 35.5 52.5 FL#: 13192.2 Siding g Hardie Plank James Hardie Fasteners shall be ET&F block nail .30 Head dia..14 Shank dia. and -50.0 1 1/4" long. 21"o.c. max. spacing -92.0 FL#: 16048-R6 Roofing Underlayment Smooth HT S/A TRI-BUILT One layer direct to plywood with 4" Horiz. Laps and 6" Vertical Laps M-� 000 ^ . M rn O W U � z w 140 00 A 00 rD N •� > H ��ii F. U U w U Ate° W C7 r—I H U N U0 o Z 00 00 M w �i w o W U U � Z O U U O H V1 C.) drawn SI checked SA, date 4/7/19 scale as noted job number 18469Z sheet A-4 V �b 3 ELECTRICAL LEDGEND RECESSED LIGHT WITH LENS Q EXTERIOR & WET LOCATIONS SURFACE% MOUNTED LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE RECESSBD INCANDESCENT LIGHT FIXTURE WTM EXHAUST FAN CEILING FAN EXHAUST FAN OUTLET THERMOSTAT DUPLEX OUTLET - SWTTCHED DUPLEX OUTLET 220 V OUTLET SWITCH THREE WAY SWITCH u DOOR CHMIE+S ®SMOKE & CARBON MONOXIDE DETECTOR -}. TELEVISION TELEPHONE +0 PUSH BUTTON -D!D DIMMER SWITCH NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPT GALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Load Calculations 1968 Living S.F. at 3 VA 5904 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. @ 1500 watts 1500 watts One Range 8000 watts One Dishwasher & One Disposal @ 1500 watts each 3000 watts One Microwave @ 2000 watts 2000 watts One Dryer @ 5 kw 5000 watts One Ref. @ 1500 watts 1500 watts Two Baths @ 1500 watts each 3000 watts Well Pump 2200 watts Water Softner 1800 watts Septic System 2500 watts Total 39,404 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 11,762 watts Total One. AC Heat at 100% 21,762 watts 10.000 watts Total 31,762 watts 31,762 W / 240 V = 132.3 Amps Use 200A Service Smoke detectors wired to 120V Bathroom lights Non Switchable. Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy, conduit Panel: 200 A.M.0 B. 1200 Amp 1,9, 3W 40 Circuit Panel 120/240 Volt disc. 5/8" dia. x 10'-0" long ground rod 3/4" copper water pipe (3) #2/0 (THW) co per and (1) #4 round (THW) copper in 2' galy. conduit Wall F.P.L. service (if overhead) service ■ (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service (if underground service) tie grod wire to tooting rebars Electrical Riser Dia rg am scale: 1/4" = F-0" Flood Light U 00 H Q ^ M OW w Q) z � con z U Q o w] V N C� U Lr) � -" 7t N U O 00 t` C� 00 n/ M �i w ct z O w W � � U W U 4M O U dravm s.l. checked s.l. date 4/7/19 scale as noted job number 18069Z sheet A-5 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY, DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI or less 1-030' Span Spreader Bapanr ' 60 degrees REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way If crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. 1 A WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. i SEAT PLATES BY CHAMBERS TRUSS 12 2.691 ...... -•-. 4-01 :)� - - 1-10-08 0 06 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: TYPICAL Hatch Legend WALL HEIGHT 9'-4" Q Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' - 46' IN LENGTH!! 12 3 4-01 � 1-10-08 do PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: A N m rn LU a Y J-d 00 to a o U t.0 v aC � J FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED e undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for termining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the dersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. ter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of :livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss'. asonable attorneys fee for collections in event of payment not timely made. 1-1/2 °h per month service charge will be load for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. j 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees j ryment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the'.. Idersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the'I cipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For j Dnstruction Using Metal Plate Connected Wood Trusses ANSIrrPI1WTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square 1991111., Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 can er venue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772.465.8711 Vero Beach 772.569-2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS"COM Email: MAIL@CHAMBERSTRUSS.COM LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1e04.e.1 DESIGN CRITERIA County ST. LUCIE CO. Building Department ST. LUCIE CO. Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7- 0 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 30 0 Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75879 SCALE: 1 /411 = 1'-011 25 total trusses, 5 unique designs Designer: RAC Reviewed by: _ SCAiNNN�ED Date: 03/22/19 B FOR St" Lucie "Dunty MICHAEL DiFRANCESCO DESCRIPTION- /965-01`91 O'CARROL Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75879