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HomeMy WebLinkAboutPLANS0 "" 0 i in 0 Q 0 0 i�. 0 I n L-8 48" x 63" Horiz. .o v 1 lV N 96 x 20 Fix. Glass Transom L-14 T-0" 10'-0- 6'-4 48" x 63" Horiz. L—g HB o 0 o i N N Master Bdrm. 10'-0- Cing. & 12"" Coffe 1 13'-10" 31'-2" 15'-2" 59`10" T-2"" 2'-8" HB 8"" La n is with screen enclosure Plans & Specs. by others T-2"" 10'-0" 6080 French Impact 2'-9" '-5" L-11 8"" L-7 0 Impact 42"" x 63"" 69'-10- 28'-8" L-2 L-2 20"" x 76" 20"" x 76" Fix. Glass HB Fix. Glass 0 0 0 00 Bdrm 3 Family 10'-0- Cing. & 12" Coffer 0 CV 0 1 0 N ACCORDIAN STORM SHUTTERS OVER PORCH OPENING Horiz. S. - MI L!!JI •• 00 O L-9 Porch ` � � 48" x 63" 10'-0" Cing. Horiz. Nook 34.5" Tallframe from F.F.E. Non Impact 10'-0" Cing. walls below L-8 Non N Impact 5'-0"` 5'-0- 8"" 1'-6-10"" 4'-0- 10"" 5'-5" '-3" 5080 1 SGD dw Non Impact 25 s.h. Egress 1' 6" 10'-0" Ceiling N Load Brng. Wall 11'-4- L-4 N 25 s.h. Egress 4 x 4 p.t.IV— 5080 Under D1 Girder o 3080 N Pocket COi EED. 0 O 5'-0 3'-4"" 2'-4"" 5'-0"' L-1 2880 0 ri Pocket O H34 s.h. 10'-0"" ® Safety Cing.11 0 Glass 10'-0" 0 i v • • • • """"""' Cook To & P 9080 Columns ;y ^a Exh. ood LOO �. SGD to Ceiling L L-4 Walls to Kitchen 1'-6'') 8'-$"" a.f.f. 0 10'-0"' Cing. ' 25 s.h. " Egress I lD 17'-10"" (: 2'-4"" T-2„ 2'-9"" 5' 5"" 11'-4"" 0 Micro Wall O n Ref. Bdrm.2 N Living ..................... . wlaner r 10'-0' Ceiling 11'-0" Cing. & 12" Coffer P. 4,_7", 6,-9„ Walls to 8'-8" a.f.f. a h. 2680 Pocket 0 a.c. cond. on 4" 6'"Typ. 2880 s`o: ��� 5080 conc. pad. Fasten unit to concrete Cing. at 8' 0"' o using the metal anchor flange by " manufacturer with - T-4- 4'-9 2-8 T-2"" 6"" n 12'-11" M e 1/4" x 2 1/4 tapcons Brooms ��� 1 Folding vt.w• typical (4) places 2680 ? 2680 22.5 x 36 Table LL w d El pocket i� pocket Attic Acc. a' H34 2'-4"' '-4- 5" 1 Dining s.h. Cing. 42"` Tall "'O Lnd. Wall 11'-0"" Cing. 8p �fFICe i 6 Panel ,7 10'-0" 2880 10'-0" Fn L-1 6080 Door o d Cing. pocket Cing. 0 N with 16 Trandom Tall Abv. In (2) 2 x 4 zBC 16$0 1680 Iditeh Art II' T L_3 Bring. PosrBI No Ell 0 D O I Batt insulation 0 0 0RI 0 drwrs. 10'-0"" Cing drwrs. in Adj. Walls (2) 25 s.h.8`" - "" 2'-2"" 1'-8"" 4'-6"" V-11""4-1" L-3 with 16"" TallE Transom Abv,5'-5" 11'-4"" o o 14'-0" Cing. C' 22.5 x 54 Attic HB o drwrs. Top of Lintel from F.F.E. 8 x 8 (non load brng.) Access with 0 l H c at 14'-0"" a.f.f. Columns Ladder L-4 (4) 8 x 8 Glass Blcck.17" 17" 2,_6", ❑' 0 L-15 " 36"" Tall Railing with Verticals 4""o.c. 0 23 23 0 R.O. •' O c In max. Q Shower 29 8" 0 H seat ^ o seat o o Garage hi ? 0 10'-0"" Cing. from F.F.E. Handheld Shwr, 8 x8 Glass Head on Slide L-11 Block (7) Tall (7) Wide bar HB L-12 16080 Overhead 000 � • • o 4'-6- 4'-6" 4'-6" 3'-10- 2'-3" 4'-2"" 6'-5" '-4 12'-'10" 4'-5"" 9'-0" 4'-5" 2'-0" 16'-0" 1'-10" 1 T-10" 21'-2" Floor Plan scale: 1/4" = 1'-0" v 16 SEER TRANE L-13 9080 Overhead f1HB DOO _ 9'-0" 12'-0" 0 N Project Data Project Name: Passman residence Street Address: XXX Lone Pine Drive City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New one level CBS single family residence Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 a.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II B Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3282 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electric Code NFPA 70 Area Tabulation Living 2388 Garage 622 Porch 135 Entry 137 Wind Exposure. Internal Pressure Coefficent: .18 Total 3282 Structure Desligned: Enclosed Soil bearing capacity: 2000 p.s.f. Total Cubic Volume: 25,142 c.f. 3 1 /2" Door Casing Climatic & Ge:ographi-I Design Criteria is being installed throughout Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Nct to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greate- than 200 TAMKO 30 yr. LIFETIME FIBERGLASS SHINGLES ON 30# ROOFING FELT OVER 5/8-C.D.X. PLYWOOD 12 50 SEE CONNECTOR 6 SCHEDULE PRE ENG. WD. TRUSSES 24"c.c. ICYNENE INSUL. R20 ALUM. DRIP EDGE ON Ix2P.T.ON2X6 CEDAR FASCIA • 1/2"" D.W. STUCCO SOFFIT 1 x 4 P.T. FIRESTOP WITH 8"" x 16"" SCREEN VENTS 8'-O" o.c. z (2) COURSE BOND GARAGE, ENTRY & BEAM WITH (1) #5 REAR PORCH ONLY 2'.0- REBAR FILLED WITH GROUT EACH COURSE LEVEL RETURNS BY TRUSS MFG. 8x16x8C.M.U. WITH #5 VERT. DOWEL PROVIDE "CASTCREIE"" IN GROUT FILLED CELLS PRECAST LINTELS AEOVE U ALL OPENINGS . TWO COAT STUCCO FINISH —� OVER CBS HARDIE PLANK SIDNG ON FRONTELEVAT'ON GRADE I-d 1 x 2 P.T. FURRING 16-o.c. 3/4" INSULATION BIRD. ON C.B.S. AND 1 x 2 FURRING 16"o.c. -1/2" GYP. D.W. 1 x 4 P.T. FIRESTOP 0 0 SIUMNEE F-1 4" 3000# FIBERMIX CONC. OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL FD` U Q :3 Q 0 M " omo ' R v w z M C7 J LL � CD w i m LO oo N � a Q li 04 .N U a 0 CU W ' o V J `n0 cn w � a 4) 4-) V CU a ~ Q ii� U LD � E � 04 2 O z04 00 U < LU U) v _ c ¢ 00 M T m i O U LL � C � m N W C: i V N N ClC O J X X X X drawn S.I. checked fl. date 7/15/19 scale as noted �y`" sheet Typical Wall Section R Go Go q- q' /��� ��J GS •�J EGG I�� � 0 I 0 I rci-in" 59`10" 10'-0" 31'-2"' 28'-8" 0" 10'-0`" 15'-2" 5'-2„ 1'-4„ 2'-5" 4'-9„ 4'-9" 2'-5" 10" T-5" 4,_3„ 4'-6" 0 0 LaO F-1 1 I O M O O F-1 •• 0 I 0 F-6 0 F 3 F-1 5'-4" 1'-8`" 2'-4" pl 5'-2" 10'-0" F-1 0 0 24" x 24" x 18" Footing with (1) #5 rebar 6"o.c. each way 36" x 36" x 18" ❑ Footing with (1) 0 p• • F-1 © ❑. • �. — • • Q F-1 0 #5 rebar 6"o.c. p each way -5 N I ite 10'-5"` I 12'-2" O N 0 F F-5 0 2 1/2" Recess �O p for Si. 01. Dr. o, 61 F-5 0 F-1 2 1/2" Recess for SI. GI. Dr. EI 0 4" 3000# FIBERMIX CONC. F-1 0 OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL 0 ASSUMED F.F.E. 0.00' 2'-8" T-4„ 00 24"x24"x18" Footing with (1) #5 rebar 6`"o.c. 4" 25 each way pad O 00 0 O F-5 F- 0 � 24" x 24" x 18" -4„ � F-5 Footing with (1) 0 0 FL 0 #5 rebar 6"o.c. each way F-5 I N ❑ - g o F2 0 o �, a 0 0 F2 Rol I In o Shower F-1 " we I F-1 F-1 MIL- 0 0 0 F-4 0 1211 7'-4" 3'-0" 6'-10" 29'-8" 8 o Slope for Slope for Garage Dr. Garage Dr. F-2 F-2 F-2 a00 n ••o a 11100 1'-1 1" 5'-2" 1'-11" LI-1 9'-0"' 4'-5" 4'-5" 8'-4"' 12'-10" 2'-0" 16'-0 9'-0" 2'-0" IT-1 0" 21'-2" Foundation scale: 1/4" = 1'-0" & Footing Plan in 0 M I F-1 F-2 F-5 18`" x 16" mono. footing 18`" x 16`" mono, footing with (2) #5 rebar cont. with (2) #5 rebar cont. and curb 18`" x 16" mono. footing with (2) #5 rebar Cont. 16„ 8.. 4" to 6" 4„ 4.. 4„ 18- 8" 1 18" MONO. EDGE FOOTING CURB FOOTING AT GARAGE INTERIOR STEP FOOTING F-3 F-4 F-6 8`" x 8"" mono. footing Recess 4" at Shower with (1) #5 rebar cont. 18`" x 18`" mono. footing 8" with (2) #5 rebar cont. 4" 4' 4" 4' 4" 4-, 4„ 8- 16„ . 14" $" 18" 18" TYP. SHOWER THICKENED EDGE RECESS INTERIOR BRNG. FOOTING 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 WWM provide 1" 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 horizontally 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 superceded 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 dranage each fixture Insulate all hot water lines Plumbing Riser Diagram FORMWORK & SHORING 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. 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 immediately 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, !ING NOTES: U o (n N M (.� w z M w co %A v .� w ar .0 00 (D o r` ., Q J U_ _ . N Q _ y co r `. U w ' o U J -- Lo +� cn w o > 4--) C/) (U > (\C� U � / C � N = _o i p r 00 _Uoz04 LUr� 00 M T consult with contractor and equipment ordered t dimensions. W imensions with the floor plan. The floor plan O LL dictates all other dimensions on other sheets. le drawings, if any conflicts arise, contact the v i it Engineer for clarification prior to construction. L N - a lines 2- or less shall have a slope of 1/4" per am. LL m lines above 2" shall have a slope of 1/8- per 0 am. E ti-Scalding Valve in all showers. n- ig area floor elevation (refered as 0.00') to be p ofessional land surveyor to the required building J elevation, but not less than 18" above the crown X x x to sewer system Fob r 4g Q��P i�� o Gov G� vJGO GG 5�. drawn s.I. checked s.I. date 7/15/19 scale as noted job number 49044 sheet A-2 See Truss Plan (2) Ply Pre Eng. Truss (2) MTS18 Straps with (14) 10d x 1 1/2" nails per strap. Allowable Uplift: 2000 lbs. Applied Uplift 917 lbs. (2) 2 x 4 Column (2) SPH4 with 00) 10d x 1 1/2" Nails per Strap Allowable Uplift: 1240 lbs. Applied Uplift: 917 lbs. See Footing Petails Interior Brng. Column Detail Typical at D5 Girder, Brng. Point 11 Front Elevation scale: 1/4" = 1'-0' Rear Elevation scale: 1/4" = 1'-0" 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 Ceramic Tile Backer Board Material used as backers for wall tile in tub & shower areas shall be Glass Mat gypsum backing panel, Fiber reinforced gypsum panels, Nonasbestos fiber cement backer board, or Nonasbestos Fiber mat reinforced cementitious backer units installed per manufacturers specs. Gypsum Board & Gypsum Panel Products Materials and accessories shall conform to ASTM 022, C475, C514, C1002 C1047, C1177, C1178, C1278, C1396 or C1568 and shall be installed in accordence with the provisions of Section R702.3.1 FBC. Adhesives for the installation gypsum board & Panel products shall conform to ASTM C557. Attic Vents Calculation Garage, Porch, and Entry Attic Area: 894 s.f. / 150 = 5.96 s.f. required. soffit area = 116 If. x 2.0 = 232 s.f. Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent 12 Vents along overhang = 1,020 sq. in. 1,020 sq. in. / 144 = 7.08 s.f. Total Ventilation Provided: 7.08 sq. ft. 6" Raised Stucco Bands, Typical Hardie Plank Siding, Typical 6" Raised -i Stucco Band noon rlan scale: 1/8"" = 1'-0" T.O.B. Ob 14'-0"" T.O. B. 101-0", Window Head $ 8'-0" F.F.E. U 0--4 d O (n [e CM rn LU CM Z (j J LL LO co 4_A cn o cQ W 0 pop N . [] J L 04 r V w > o J o cn LLI t V ) M ~ > M U c0 dam' N .� 2 CD 0 Z r U LUr� N _ �Q o0 N rr CM T CO i O U L- C m i CO � N V U) N lli 0 o x x x x drawn .J. checked 0. date 7/15/19 scale as noted job number 19044 sheet Roof Wind Zones (2) Ply Pre Eng. Truss (4) MTS18 Straps with (14) 10d x 1 1/2- nails See Truss per strap. Plan Allowable Uplift: 4000 lbs. Gr ut fillet Applied Uplift 3432 lbs. yp Perimet r Bean 4 x 4 P.T. Column HTT4 Tension Tie with (1) 5/8" dia. x 8" Wedge Bolt to concrete and (18) 16d x 2 1 /2`" to column. Alloweble Uplift: 4235 lbs. Applied Uplift: 3432 lbs. Aline with Wall Framing 0.00'�- F.F.E. u See Footing Details Interior Brng. Column Detail Typical at D1 Girder, Brng. Point 14 es — Walls Right Elevation scale: 1/4" See Truss Layout (2) 2 x 8 p.t. Ledger Fasten to CBS 1/2" dia. 8" long wedge bolts 24"o.c. staggered Lamer to CBS Detail Grout filled cell with #5 8x1 CBS Wall 1 x 2 p.t. 24-o.c. wall section insulation type CR^A ypical 2 x 4 tud bearing tall 2 x 4 p.t. stud fastened to filled cell with 1/211 dia. 6' long wedge bolt with 1/8" x 2" washer 6' from ends and 24-o.c. Brng. Wall Attachment Detail Left Elevation scale: 1 /4` = 1'-0- See Truss- —� Layout 1/2" gyp. Brn pre engineered trusses 24-o.c. 1/2" drywall (2) 2 x 4 plate with SP4 with (6) 10d x 1 1/2," at each stud -1/2- gyp. d.w 2 x 4 studs 16"o.c. 2 x 4 p.t. plate with SP4 with (6) 10d x 1 1/2" at each stud wood base see footing details 1/2" dia. wed&e bolt with 3" x 1/8 washer Wall Detail 7-embedment 24"o.c. Galv. Cap 2" dia. Galv Pipe Set ballard 12- from appliance Galv. Collar (4) 1/4" x 2 1/4J Typical Conc. Tapoons Foundation Bollard Detail scale: 1 = 1'-0- Bottom Cord of Truss 10-0""-$h— plate TYPICAL PERIMETER BOND BEAM PRE CAST CONC. LINTEL FILLED WITH CONC. & (1) #5 REBAR TYP. AT — INTERMEDIATE BEAM 8" x 16" CONC. BLOCK ip. d.w. EXTERIOR WALL BEYOND SEE FLOOR PLAN FOR VERT. STEEL REQ'MNTS. s 24'o.c. d Grade RECESSED LINTEL AT ENTRY DOOR _ t. sill plate STANDARD LINTEL AT WINDOWS lase Hard Coil 2"o.c. max. r Concrete Foundation Interior Wall Section Non Load Brng. T.O.B. 10'-0" Window Head F.F.E. 8'-0", NM TRUSS BEARING h 14'-0- #3 VERT. REBAR 24"o.c. ALONG OPENING f TOP OF WINDOW OR DOOR OPENING TRANSOM BEAM DETAIL '�oQ'G1;� AT DINING & FOYER �gq ��o�" God GOv� � EGG U Ci :3 O rn 04 0 �eL W z M V C7 LL Lo cc � S., W (/) U N W N pop � d h .-. Q J 11 04 r- • N �. M h a U L U z W ' 0 o J -- Lo N W a) 4-J vn M ~ > 'may ' � / • F- = i� � O N r co UCD p Z N a LU U) h v c� co r M T ca L O U LL � C N ai i L � d ILL ; W C N N v� a a 0 ° J X X X X drawn e.i. checked J. date 7/15/19 scale as noted job number 19044 sheet A-4 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: BOTTOM TOP SIDES Beams: 11/2- 1 1/2- 11/2" 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 separating 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 (All The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') 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 1 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 l200 1 (0) 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 1 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 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) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. z a O IaCIVCrCHL MVVr1IMU l I Cad 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 4/12 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 separate 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 mfil 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 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 THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2- 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. DOWEL ♦. P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES 1/2- x 6" REDHEADS WITH MIN. 2- x 1/8-WASHER 12" FROM ENDS AND 16-o.c. MAX. DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c. Garage Door Buck Detail Connector Schedule Truss Bearing Truss Connector Connector Fasteners Point Uplift ID Uplift Uplift 2 303 i HETA16 1 1810 (10) 1 Od x 1 1/2- 2 Ply 10 959 14 3432 MTS18 4 4000 (14) 10d x 1 1/2" per strap 2 388 D5 HETA16 1 1810 (10) 1 Od x 1 1/2- 8 265 2 Ply 11 917 MTS18 2 2000 04) 1Od x 1 1/2" per strap GPIY (4) 3/8" x 4"" Titen HD to CBS 1 1323 1 1430 (4) 1/4" x 2 1/2- SOS screws 2 26-2USD5 to girder. K1 7 2008 1 2 2500 (6) 16d per strap 2 Ply 2 1162 HETA16 1 1810 00) 1Od x 1 1/2- L1 LGUM (4) 3/8- x 4" Titan HD to CBS 2 Ply 1256 26-2-SDS 1 1 (4) 1/4' x 2 1/2" SOS screws to girder. All other trusses ALL <1000 MTS18 1 1000# (14) 10d x 1 1/2" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Supporting (4) 10d Valley F aming Trusses <250# VTCR 1 370# Valley Truss (3) 11 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 HI13-9. 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 Alum. window frame 3/8" continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1 /4" struct. shi set flange in continuous bead of caulk across the entire face of buck perimeter caulk-., stucco finish Gunable sealant; shall comply with ASTM C 920 Class 25 grade or greater for propbrjoint expansion and contraction 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 -� stucco finish perimeter caulk Attach PA. bucks J with 8d coil nails at 12"o.c. Typ. Alum, window . jamb or sliding glass doorjamb precast J conc. sill corrosive resistant Tapcon concrete Brews installed as specified in window manufacturers product approval window sill Typical Precast Conc. Sill Detail b A d Min. 1 1/4" embedment at windows and min. 1 1/2" embedment at sl. gl. doors 1/2" drywall � 1/4- max. struct. shim caulk attach as per manufacturers product approvals 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 DryLock Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method corner bars at beam (outside only) (2) corder bars at footing (min.) - vert. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell 00 N all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail 2 x 4 hnftnm nord hraninv Bottom Cord Lateral Braci Sate Load I able 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. qunrt+o: 95 .men r j�q9 WRan o: Irn:el wi h I F=filled grow I� h 8F16-1 B/1 T rn bmfnm ine,J ?queniry qi A5 j �dv naigm er ec mq B" Nwnmal Lintel Type Designation Cast Crete Lintel Schedule 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 0-926 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 0476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A616 Grade 60 3. Concrete masonry units Will per ASTM 090 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM 0270 Type M or S All Reber to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 T-8"" 8974 200 4853 53 11B/1T L-2 2'-4- 8974 200 5591 53 81B/1T L-3 T-6"" 6472 303 3508 94 11B/1T L-4 4'-6" 8672 444 4292 191 81 1B/1T L-6 11 2423 602 1272 201 8F24-1B/1T L-7 4'-6" 8672 668 4292 162 8F24-1B/1T L-8 T-4- 7342 250 3607 150 81B/1T L-9 16'-7" 950 240 500 36 8F16-1B/2T L-10 6'-8- 5681 625 2571 143 81B/1T L-11 5'-10- 6036 200 3295 53 81B/1T L-12 1T-4- 1849 200 1268 53 81B/1T L-13 10'-4" 3643 2423 1732 1027 81`30-1B/1T L-14 9'-4" 3486 200 1811 53 81B/1T L-15 22'-6" 1092 119 756 41 8F28-1B/2T Min. Beam depths shoyrn, beams may be increased without comment At Lintels over 24- deep provide (1) #3 vertical rebar at 24" o.c. along length of lintel PRODUCT APPROVAL Approval product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures S.H. Windows Head: 3" max. from corners & (1) at center. Jambs: 3/16 3" max. from corners & (2) equal spaced at each side of FL# 17499.3 U-Faci_or: 0.55 185 SH MI Windows meeting rail. Use 3/15" Tapcon with 1 1 /4"" embedment +38.7 -50.5 +/- 55.0 S.H.G.C.:.22 ANN. into concrete S.H. Windows Head: 2" max. from corners & (1) at center. Jambs: FL# 17499.1 U-Factor: 0.55 185 SH MI Windows Impact 2- max. from corners & (2) equal spaced at each side of meeting rail. Use 3/16" Tapcon with 1 1/4" embedment +38.7 -50.5 +/- 55.0 S.1i into concrete Fixed Window Head: 6" max. from corners & 18" max. o.c. all sides FL# 15349.1 U-Factor. 0.55 185 SH MI Windows 3/16 Use 3/16"" Tapcon with 1 1/4" embedment +40.5 -54.0 +/- 60.0 S.H.G.C.:.22 ANN. into concrete Fixed Window Head: 3"" max. from comers & 13 1/2" max. o.c. all sides FL# 15349.3 U-Factor: 0.55 185 SH MI Windows Impact Use 3/16" Tapcon with 1 1/4" embedment +40.5 -54.0 +/- 55.0 S.H.GA.:.22 into concrete Head: 6" max. from corners. (2) each side of meeting rail 3/16" 17 "o.c. max. at Head and Sill. Jambs: 6" from corners and FL# 15332.2 Sliding Glass Dr. Series 420 MI Doors 1711o.c. max. Use 3/16" ITW tapcons with 1 1/4" +34.4 -37.8 +/- 40.0 ANN. embedment into concrete FL# 15353.2 Mullion 5764 MI Windows N.A. Two 1/4" Tapcons per clip with 1 1/4" embedment into +38.7 -50.5 +/- 53.3 concrete with 2 1/2 edge distance. 6" from corners & 14.5"o.c. at Jambs. Head and Sill 3- and FL#: 15037.4 Swing Doors Fiberglass Therma-Tru N.A. 7- from centerline. Use 1/4" Tapcon with 1 1/4" embedment +38.7 -42J +/- 50.0 into concrete FL#: 8248.7 Garage Door Model 8000 Wayne Dalton N.A. Jamb Bracket Angle (3) total 5/16" x 1 5/8- lag screws. (7) total +20.4 -22.7 +30.0 -33.5 Bracket T-0"" height (1) 5/16"" x 1 5/8- lag screws par bracket. FL#: 16585.1 Glass Block LW Glass Block in Mulia, Inc. 8 x 8 Glass 4.5 "' max.from corners & 7 3/4""o.c. max. all (4) sides +41.2 -52.0 +/- 110.0 Vinyl Frame NonBlock Impact Use #8 SMS into 2 x p.t. bucks with 1 1/2"" min. embedment Approval product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 12328 R8 Roofing 30 yr. Shingle Tamko 1 1/4- long roofmg nails (6) per shingle 243.5 1/4" All Points Solid Set Anchor x 7/8" embedment. 2" min. edge distance FL#: 12856.2 Storm Panels 28 Ga. Steel Town & Country 12-o.c. Top & Bottom +40.5 -54.0 +/- 54.0 1 1/4" long No. 11 Gauge Galy. Roofing Nall with full round head to penetrate FL#: 13192 Siding Lap Siding James Hardie furring 1" 5 3/8"o.c. Vertical and 8"o.c. Horiz. with 3/8"" min. edge distance ao,d a -42.1 -92.0 max. 2" edge distance U CL O fin x 00 M �eLe� LU Z Itt M `J 0 J LL LO cfl Itt i LU _N 0- i pp ~ 0 J LL r r N 2 U 0- U_ LU Q J o tE o 0 � LU > 'a^-) V Q� > (D U N '/.fir/ h- = et O f0 00 I.i. U � Z N _ ' LU ^ (0 •ri (� 00 M T (6 C O U LL � � N � Q� � crri a N LL W C: i E E 4) C 0 ee�� cn U) a N a C ° J X X X X cram, s.l. checked s.l. date 7/15/19 scale as noted job number 19044 sheet ail G$, A-5 AP O� GCO Flood Sol wp s wired to 120V Bathroom lights ELECTRICAL LEDGEND Non GFI actor to verify all equipment loads prior to O RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS eif Electrical contractor to recalculate ulif loads are to be modified 4- SURFACE MOUNTED LIGHT FIXTURE I--e SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE U C4 Notes OVER CABINET FLUORESCENT FIXTURE 00 al O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN )e checked by a Florida Licensed Electrician CEILING FAN WITH LIGHT OPTION 0 pet the National Electrical Code CARBON MONOXIDE 0 SMOKE DETECTOR LUIt —J EXHAUST FAN OUTLET O L It and panels below are for sizing conduit and overall O MOTION SENSOR v Z U I building load requirements only THERMOSTAT ON SWITCH a y Ln •s to be copper; all insulation to be THHN. Conduit as DUPLEX OUTLET - SWITCHED ® DOOR CHIMES C 4J a r below ground, Rigid from underground to service box DUPLEX OUTLET S® SMOKE DETECTOR `W^J (n 04 ghts on building; AC, MC, or EMT conduit elsewhere. lyl LPL so 220 V OUTLET Q) Q V clear between equipment and disconnects, Typical. �+ TELEVISION yr SWITCH 4% () y THREE WAY SWITCH Q TELEPHONE yro DIMMER SWITCH .M PUSH BUTTON L T O (V (THW) copper NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 45- A.F.F. / 1 J 2 ground (THW) Wall 1 2- gale. conduit ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING J Z w Lfl O OUTLETS THAT ARE NOT GFCI MUST BE AFOL 1 TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE > — PHASE 15 & 20 AMP BRANCH CIRCUITS (D U) OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS AV/ w 00 B. 200 Amp Circuit 40 Circut Panel M O IN FIELD WITH CONTRACTOR 7 Volt Electrical Load Calculations M disc. (3) #4/0 (THW) copper (1) #2 (THW) 2388 Living S.F. at 3 VA 7164 watts (D fU and ground ' One 20 Amp Appliance Ckts. 1500 watts > copper in 2 galv. conduit Two Laundry Cir. @ 1500 watts 3000 watts U One Oven 8000 watts M Li One Cook Top 6000 watts > W � '� N F.P.L. service One Dishwasher & One Disposal @ 1500 watts each 3000 watts � M Popper One Microwave @ 2000 watts 2000 watts o One Dryer @ 5 kw 5000 watts U o Z Do I Two Ref. @ 1500 watts 3000 watts — r- Three Baths @ 1500 Watts each 4500 watts � � � Two Well Pumps 4500 watts (� W Dryer 1500 watts M T Total 49,164 watts 8'_0„ First 10 KVA at 100% 10,000 watts tie ground wire to footing rebars Remainder at 40% 15,665 watts Total 25,665 watts Electrical Riser Diagram One AC Heat at 100°% 10,000 watts r Total 35,665 watts 1 t-- 35,665 W / 240 V = 148.6 Amps Owner to Provide Location of (6) TV and (4) Phones at Time of Rough In Use 200A Service 3 1 /2" Door Casing is being installed throughout U _o U N W Of LL E c 05 CD C rE VJ � a cv N C 0 J FPL X O ete r X J.G. Service X X t fl Flood Light drawn s.l. checked s.l. date 7/15/19 scale as noted job number 19044 sheet A-6 CAU1-IONH! , g Hatch Le 47 d 14'-0' A. F. F 10'-W A.iF.F TRUSS END DETAIL I 12 SQUARE CUT OVERHANG w/2x4 LEVEL RETURNS 67 4-3/16" HEEL HEIGHT v2", • a 2 0„ HANGER LEGEND " - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE RAIN WIND FORCE RESISTING SYS EAII/C-C HYBRID HIND ASCE7-10 _NCLOSED XPOSURE CATEGORY B )CCUPANCY CATEGORY II VIND LOAD 160 MPH TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF 30TTOM CHORD LIVE LOAD NONCONCURRENT WITH kNY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TOLL: PSF TCDL: 07 PSF TCDL PSF BCDL: 10 PSF BCDL: PSF TOTAL: 37 PSF IOTA:...: PSF DURATION: 1.25 1 DURPTION: - IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date !DO NOT ATTEMPT TO ERECT! TRUSSES WITHOUT REFERRING TO I THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. i I TRUSS CONNECTION LIST QTY PRODUCT LLJS24 25 HTU26 HTU28 3 HHUS26-2 HGUS26-2 1 HGUS28-2 HGLJS28-3 BUILDER: GEM BLDRS RES: PASSMAN MODEL: N/A ADDRESS: 1416 LONE PINE DRIVE ' LOT / BLOCK: CITY: FORT PIECE COUNTY ST LUCIE CO DRAWN BY: JL JOB # : 1827101 - - � DATE: 06/29/19 SCALE: NTS REVISIONS: 1. CHANGE ENTRY HEIGHT 7/2119 t 2. 3. 4. F 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 69'-10" Family I V-0" Cing. & 12" Coffer b 4V A Floor Plan scale: 1/4" = V-0" Project Data Project Name: Passman residence Street Address: XXX Lone Pine Drive City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New one level CBS single i:amily residence Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Climatic & Geographic Design Criteria Building Data Occupancy Type: Group R U Construction Type: V F� Number of Stories: One Project Area: 3282 s.f. Building Code w N 01, M 2017 Florida Building Code: Residential kn 2014 National Electric Code NFPA 70 U1 •� W y Area Tabulation Q a w rq Living 2388 H Garage 622 z t p Porch 135 �) A Entry 137 Total 3282 Total Cubic Volume: xxxx c.f. 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 5V METAL PANELS ON 30# ROOFING FELT OVER 5/8" C.D.X. PLYR SEE CONNECTOR PRE ENG. WD. TRUSSES 24"c.c. ALUM. DRIP EDGE ON 1x2P.T.ON2x6 CEDAR FASCIA STUCCO SOFFIT WITH 8" x 16" SCREEN VENTS 8'-0"o.c. GARAGE, ENTRY & REAR PORCH ONLY LEVEL RETURNS BY TRUSS MFG.- PROVIDE "CASTCRETE" PRECAST LINTELS ABOVE ALL OPENINGS TWO COAT STUCCO FINISH OVER CBS HARDIE PLANK SIDING ON FRONT ELEVATION 12 2 ICYNENE INSUL. R20 1/2" D.W. 1 x 4 P.T. mimill= • : • 8 x 16 x 8 C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 16"o.c. 3/4" INSULATION BRD. ON C.B.S. AND 1 x 2 FURRING 16"o.c. 1/2" GYP. D.W. 1 x 4 P.T. 0 0 0 � w � � U 5 a • > �> a a> Cqd� 0 k drawn s.t GRADE '_ " checked S.I. ante F— 1 6/13/19 4" 3000# FIBERMIX CONC. OVER.006 VAPOR BARRIER $CWe ON CLEAN, COMPACTED, 8$w d TEKWrE TREATED FILL °' °ini6er 19044 sheer Typical Wall Section A-1 STRUCTURAL NOTES: GENERAL ROOFING NOTES All reinforcing steel shall be high strength billet steel and shall Roofing to be composed of and attached to pre manufactured conform to ASTM A-615 grade 60 specifications. Lap continuous wood trusses as follows: reinforcing 48 bar diameters or 30". in beams and in slabs. Lap Felt underlayment (min. ASTM 0 226 Type 11) with 4- min. side and bottom steel over supports and top steel at midspan. Hook end laps, fasten with coorosion resistant annular ring shank nails discontinuous ends of all top bars. Reinforcing steel shall have at 6-o.c. in laps and in staggered rows spaced 12""o.c. in field. a minimum of 1- concrete cover, or as follows: If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/42 or greater, install (1) layer 31 felt. BOTTOM TOP SIDES 5/8- c.d.x.. sheathing or equal installed with staggered joints & GI clips, Beams: 11/2"" 11/2" 1 1/2" ' nailed to trusses with 8d corrosion resistant annular ring shank nails Slab on Grade: 1 1/2"" 1" _ - spaced. max. 6""o.c, throughout, except max. 4-o.c. at gable ends. Structural Poured: 3/4- 3/4- All roof trusses are to be pre -manufactured assemblies provided by Poured Walls: __ __ 3/4- a licensed wood truss fabricator with seperate drawings and data Slabs exposed prepared for actual project conditions by a Florida registered to the weather 3/4- 1 rr professional engineer certified for truss design. Any deviation from _ - , the proposed plans as shown regarding placement or bearing shall Reinforcing steel shall be detailed and fabricated in accordance "Manual be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern with the of Standard Practice of Detailing Reinforcing after fabrication. Concrete Structuresr" and the current 'ACI Building Code 318' The handling, erection, and fixing of wood trusses shall be in All structural steel shall conform to current ASTM Specification A-36 accordance with the specifications contained on the certified mfgr's. drawings and data. All wood in contact with masonry shall be pressure treated or approved All engineered headers and truss hangers to be provided by the separating material. truss manufacturer. All dimensions shall be verified in field by the contractor. If there are Splitting or cracking of structural components due to installation of any discrepancies the Architect or Engineer shall be notified before hardware is not permitted. proceeding. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and No slump over 5" shall be permitted for any structural concrete without standard practice. the Architect or Engineer approval. All Design and Construction shall be inaccordance with the current BUCK ATTACHMENT NOTES 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 (Fc') 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 1/2r" 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 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 isresponsible 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 24r"o.c. Spruce, Pine, Fir (SPF) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. 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 udder the following conditions: Min. nails size 8d or larger ring shank with Min. shlnk diameter:.113 Min. Length: 2" Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 2P Rings per Inch Note Gun nails shall be permitted as an accept able fastener from any manufacturer Wood screws meeting the same size requirement may b( 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 Co.c, at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4-o.c. EXTERIOR SHEATHING Use #3 gunnails 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- 8rr x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. DOWEL P.T. 2 x 6 AT (3) SIDES OF OPENING. FASTEN TO BLOCK AS NOTED. DOOR SIDES 1/2" x &" REDHEADS WITH MIN. 2" x 1/8"WASHER 12" FROM ENDS AND 16""o.c. MAX. DOOR HEAD 1/4- x 2 3/4" TAPCONS STAGGERED 24""o.c. Garage Door Buck Detail Connector Schedule Truss Bashing Truss Connector tY' Connects r as Point Uplift ID Upl.ft 2 303 HETA16 1 1810 (10) 10d x 1 1/2"" 10 959 D1 2 Ply 14 3432 MTS18 4 4000 (14) 10d x 1 1/2- per strap 2 388 HETA16 1 1810 (10) 10d x 1 1/2"" 8 265 D5 2 Ply 11 917 2 2000 (14) 10d x 1 1 /2" per strap (4) 3/8- x 4' Titan HD to CBS G1 1323 1 1430 (4) 1/4' x 2 1/2- SDS screws 2 Plyto girder. KI 1 2008 P26-2-SDS -2 2500 (6)led per strap 2 Ply 2 1162 1 1810 (10) 10d x 1 1/2- Ll (4) 3/8"" x 4- Titen HD to CBS 1 1256 1 1430 (4) 1/4"" x 2 1/2' SIDS screws 2 Ply 26-2-SDS to girder. All other trusses ALL <1000 MTS18 1 1000# (14) 10d x 1 1/2`" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 10d x 1 1/2` to CBS Supporting (4) 10d Valley Framing <250# VTCR 1 370# valley Trusses Truss 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 Alum. window corrosive resistant frame Tapcon concrete 3/8rr continuous bead of stews installed as caulk (back bedding) behind specified in window shim to prevent liquid passage manufacturers product approval 1/4` struct. shi window sill set flange in continuous 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 joint expansion and contraction precast conc. sill 3/8- continuous bead of caulk (back bedding) behind Typical Precast Conc. Sill Detail buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS Min. 1 embedment at windows and min. oE 4 ° 1 1/2" embedment at a� 4 Q a ° 4 sl. gl. doors 00 3: o E A, A. ° - 7 ° -ry drywall 0 -� ° 1/2 D U R R IL ' aq \ O 1. m stucco finish perimeter caulk 1/4- max. struct. shim Attach p.t. bucks with 8d coil nails at caulk pE 12" o.c. G� attach as per �� Typ. Alum. window manufacturers Q jamb or sliding glass product approvals doorjamb 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 DryLock Waterproofing after they have been installed and Chaulked 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 0 0 0 s all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls • 22 1/2" lap min. Corner Reinforcing Detail 9 x 4 hottnm cord hracing Bottom Cord Lateral Bracing Sate Load I able 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 superimposedallowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. f�,'^ 5. All safe loads In units'iif pipi perllnler f(i k 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. ns ,ebar at to, in m read \ al ittoom of lmdl atbottom ry '.'r.4 rap6 r'=filled emu[ I I1' width .SS:i?:iri. o WIIII "`:w' _ 8F16-1 B/1 T m,aad T orete 5/8 #S na., at botto. sl Qeaniry of F5� m .,I ofli dcavta h Lintel Type Designation Cast Crete Lintel Schedule Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field out 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 C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to I inch slump. 2. Repair 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 All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 3'-8" 8974 200 4853 53 8F24-1BAT L-2 2'-4" 8974 200 5591 53 8F24-IBA T L-3 T-6- 6472 363 3508 94 8F47-1B/1T L-4 4'-6- 8672 444 4292 191 8F24-1B/1T L-6 10'-8- 2423 602 1272 201 8F24-1B/1T L-7 4'-6- 8672 668 4292 162 8F24-1B/1T L-8 5-4- 7342 250 3607 150 8F24-1B/1T L-9 16'-7- 950 240 500 36 81`16-1B/2T L-10 6'-8- 5681 625 2571 143 8F24-1B/1T L-11 5'-10- 6036 " 200 3295 53 8F24-1BA T L-12 1T-4- 1849 200 1268 53 8F30-1B/1T L-13 11"" 3643 2423 1732 1027 8F30-1B/1T L-14 9'-4" 3486 200 1811 53 8F24-1B/1T L-15 22'-6"" 1092 119 756 41 8F28-1B/2T Min. Beam depths shown, beams may be increased without comment At Lintels over 2A` deep provius (1) #3 vertical rebar at 24`o.c. along length of 'r, rtel PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures Head: 3"" max. from corners & 0) at center. Jambs: S.H. Windows 3" max. from corners & (2) equal spaced at each side of FL# 17499.3 U-Factor: 0.55 185 SH MI Windows 3/ 16"" meeting rail. Use 3/16"" Tapcon with 1 1/4"" embedment +38.7 -50.5 +/- 55.0 S.H.G.C.:.22 ANN. into concrete S.H. Windows Head: 2" max. from corners & (1) at center. Jambs: FL# 17499.1 U-Factor: 0.55 185 SH MI Windows Impact 2" max. from corners & (2) :qual spaced at each side of meeting rail. Use 3/16""'iarcon with 1 1/4"" embedment +36.7 -50.5 +/- 55.0 S.H.G.C.:.22 into concrete Fixed Window Head: 6" max. from corners & 18" max. o.c. all sides FL# 15349.1 U-Factor: 0.55 185 SH MI Windows 3/16 Use 3/16- Tapcon with 1 1/4" embedment +40.5 -54.0 +/- 60.0 S.H.G.C.:.22 ANN. into concrete Fixed Window Head: 3' max. from corners& 13 1/2" max. o.c. all sides FL# 15349.3 U-Factor: 0.55 185 SH MI Windows Impact Use 3/16" Tapcon with 1 1!4" embedment +40.5 -54.0 +/- 55.0 S.H.G.C.:.22 into concrete Head: 6" max. from corners.(2) each side of meeting rail 3/16 17'o.c. max. at Head and Si. Jambs: 6"" from corners and FL# 15332.2 Sliding Glass Dr. Series 420 MI Doors 17"o.c. max. Use 3/16" ITWtaocons with 1 1/4" +34.4 -37.8 +/- 40.0 ANN. embedment into concrete # 15 53.2 Mullion 5764 MI Windows N.A. Two 1/4" Tapcons per clip vith 1 1/4rr embedment into concrete with 2 1/2" edge distance/ +38.7 -50.5 +/- 53.3 Head & Sill: 6-from corners rnd 3-& 7" each side of center, 4.2 Double Fiberglass rss Plastpro Impact Jambs: 6" from corners & 14 I /4"o.c. Use 1/4" Tapcon with +3$.7 -42.1 +/- 50.0 C D G Swing Doors Glazed I 1 /4" embedment into concrete 6' from corners & 14.5-o.c. rt Jambs. Head and Sill 3" ano Swing Doors Fiberglass Thermo-Tru N.A. 7- from centerline. Use 1 /4'Tapeon with 1 1 %4- embedment +38-7 -42.1 +/- 50.0 into concrete : 8248.7 Garage Door Model 8000 Wayne Dalton N.A. Jamb Bracket Angle (3) total 5;16" x 1 5./8" lag screws. (7) tota Bracket 8'-0" height (1) 5/16""x 1 5/8' lag screws per bracket. +20.4 -227 +30.0 -33.5 1 FL#: 16585.1 Glass Block LW Glass Block in Mulls, Inc. 8 x a Glass Block 4.5' max.from corners & 7 3"4-o.c. max. all (4) sides r +41.2 -52.0 + _ / 110.0 Vinyl Frame Non Impact Use 48 SMS into 2 x p.t. bucks with 1 1/2"" min. embedment Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 12328 R8 Roofing 30 yr. Shingle Tarnko 1 1/4" long roofing nails (0 per shingle -243.5 1/4 All Points Solid Set Anchor x 7/8"" embedment 2" min. edge distance +40.5 -54.0 +/- 54.0 FL#: 12856.2 Storm Panels 28 Ga. Steel Town &.Country 12-o.c. Top & Bottom 1 1/4" long No. 11 Gauge Galv. Roofi rg Nail wth full round head to penetrate FL#: 13192 Siding Lap Siding James Hardie furring 1- 5 3/8"o.c. Vertical and 8"b.c. Horiz. with 3/8- in. edge dstance, and a -42.1 -92.0 max. 2- edge distance U Ci N " rL LU � c') V Z U J LL LO cfl act IC.0 LU _N cop ❑ d r Q J LL M r 0- U (� Z ` O U LU > ❑ Ix JLo ✓y (n LLI O � i--) C/3 �~ > ui Lr� / I- Lo El at I 2 O Z 00 U QW O Lu N r _ co/ 00 0. M M _O U LL C w Q� in a� M� CU E N V U a N I 0. � O J X X SCANNED X BY date I revision 11/20/19 Product App 1 Swing Doors M N drawn CD I checked O date 7/15/19 scale as noted Ejob number Z 19044 L sheet A-5 a