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HomeMy WebLinkAboutPLANS4 e 73'-8" 1 50'_0„ 8„ 1 Il'-4 1 '4" 1--P 15'-4" �'-4"u 15'-4" 1 IT-b" 6-2" 1 4053 L-2 sh. Egress I'_2 Bdrm. 4 9'-4" Ceiling Bdrm. 5 9'-4" Ceiling 4053 s.h. Egress LP Gas T Tank T-2" 8'-2" 7'-6" T-10" 8'-"" 6'-6" 4'-6" 11' 0` �„ 0 T-2" 0 HB 5080 rt iv 2880 L-9 L-9 L-9 U-/T Kau 00 •o Porch Fren:h Si,�� 0 9'-8" 2880 9'-4" ctng' Barn Door 4'-D" T-10" w 4'-10" si L_ 9'-4" Ceiling from F:F.E. Wood Decking ;. N L-6 Make up nag L-1 Living watt P.Ref. Gas 25 ah. Egress 25 s.i L-7 Egre- -25 L-1 s.h. 25 s.h. 9'4" Ceiling o dw. 00o I El - 12080 S.G.D. o TT - Kitchenl� d. s.h. 2. 0.. 13'-S" 3'-0" 5'-0" 4' 3" 5'-9" 9'-8" 4'-8" Y-0" 5'-0" Master Bdrm. 9'-4" Ceiling Dining 9'-4" Ceiling °J Load Wall Bring 9'14" Ceiling Gas Ran c & 4 ExhgHood n L-3 HB ;0 Line of Open Coupola 3? Great Room o O t7 Flu A.C. Cond. 24'-6" Ceiling _ 401/2".Tall .- Franne Wall 2'-3" 4" _ 10'-2" Lnd. 4'-6" '� - — "1 Safe �, 5080f268O 3' 0" Pocket s - m 18'-8" Girder Above 1n 9'4" Cing. Gas 10, O A.C. Cond. c d. w. d. Kitchen `4 Kitchen 9'14" Ceiling a 6, 2" 8'-6" GAS Range & Exh. Hood L) O - `4 N e Gas d. .a N .L. 5'-1" 4'-3 Suspended Suspended Handler Air Handler #1 #2 22,-4" RII B el Adj. aInsul. Walls 2880sc Closer v.t.r. .Air L. 9 • 0 21 x 36 �„ Attic Am. " v Coffer Ceiling at Air Handler Location Ref. h L 2 g,_4„ Cing. Temp. Glass on 44" Tall Fe/�jld$. 9'=4° Cing, � 4 -vr e Load 22.5 x 54 Attic Access with Btng Ladder - Wall � N q FL-4] � n�e� 48" x 16" Fixed Glass o 7 2680 Pocket Q °' HB3,_7„ WanS 51_91 T_3" 3'_4" 14" 2" 111_0" o, 2,_2„ 2'_7" 3_7„ 61_0„ � 31_'Ilr Garage _ 9'-4" Ceiling from F.F.E. m `> O o QO 'O shins cmg >1n Lin. Drn;n Steel 36" x 60" Clmn_ Line of Open Coupola 9'-4" ti o Chlg. - N Steel 0 Clmn. FreeStand Tub Unit F, t 1'4" Ceiling oor with 4'_4.. c, Sidelit'sGlass)&5080lass Abv. LNxd — 26 26 5080 — L-1 s.h. ❑ s.h. O L_5 o Bdrm.3 9'-4" Ceiling Bdrm.2 9'-4" Ceiling HB m Mil ILSIEW11 •26 s.h. Egress 26 s.h. Egress'' 26 s.h. 26' h Egress Egress Entry _ o ;o L-1 L-1 9'-4"Ceiling from F.F.E. -- 11'4"Ceiling l,,_1 `. L-11 — Wood Decking a lH L7 L-11 7' iv 11011 11011 L-11 a Floor Plan scale: 3/16" = F-0" 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 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 Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 4958 s.f. 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 leads--- 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 ate based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. quanity of k5 rebar at bosom of hn,el —;ty F-fi)', out "am Spa' S winm� ^ z cc o5 rebar at bmmm 8F16-1B/1T omi al J Tenn at to BS J bee el lop 7 SI8" f 19md wviry helgih Lintel Type Designation Cast Crete Lintel Schedule Project Data Project Name: DiNola residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New one level CBS single family residence Building Code 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 Area Tabulation Living 3379 Garage 603 Porch 600 Entry 376 Total 4958 Total Cubic Volume: 37,293 c.f. Installation Notes 1. Installation of lintels must comply with architectural and/or structural drawings, 2. U lintels can be field cut to the required length. 3. Cast in lace concrete may be provided in composite U lintel m 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 f =3000 psi with maximum 3/8 inch aggregate and 8 to I 1 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 All Rebar to be #5 Grade 60 min. MARK LENGTHOF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY t.OAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 T-6" 2661 711 1634 510 8F16-1B/1T L-2 5'-4" 5365 1459 2290 1083 016-1BAT L-3 4'-6" 6113 489 2724 321 8F16-1B/1T L-4 17-4" 1326 456 732 309 8F204B/2T L-5 10'-4" 1052 201 552 90 8F14-1B/1T L-6 6'-8" 3120 390 1651 263 8RF14-1B/1T L-7 14'-4" 1370 420 655 234 8F16-1B/2T L-8 12'-0" 1254 196 723 134 81716-1B/1T L-9 16'-8" 950 242 500 128 8F16-1B/2T L-10 6-0" 3480 152 1880 136 8F16-1B/lT L-11 18'-4" 750 1 204 1424 159 8F16-1B/2T L-12 1F-8" 1254 152 723 136 8F16-1 Mim. Beam depths shown, beams may be increased without comment At Lintels over 24" deep, provide (1) #3 vertical rebar at 24"o.c. along length of lintel S RMEED y B/1T (/Wtf �qa6 ®:O" Vte%J% WMpLIN cpDE cC E co sT . t O Boss pY FIN- C� U H N °O M •� i Q W 00 U � � N � U U rct , Q H Q V rn � W C7 7t �Ua, Cc ti o Z oo U ti Cl� oo ct O i U � w p� U U 0 drawn '1 checked S.I. date 1/21/19 scale as noted job number 18087Z sheet A-1 Roof Plan scale: 1/n" = 1'-0" METAL ROOF PANELS ON PEEL & STICK — ER 19/32" C.D.X. PLY W SEE CONNECTOR PRE ENG. WD. TRUSSES 24%.c. ALUM. DRIP EDGE ON I x 2 P.T. ON 2 x 8 R.S. SPRUCE FASCIA -,, STUCCO SOFFIT WITH FELT PAPER ON UNDERSIDE OF TRUSSES 2! 12 5 • 6 1 x 4 P.T. FIRESTOP 5/8" D.W. • .SE BEAM REBAR AND FILLED ■ : : •i 1 COURSE PROVIDE "CASTCRETE" PRECAST LINTM ABOVE ALL OPENINGS TWO COAT STUCCO FINISH LAP SIDING LOOK 6 1/2" EXPOSURE Grade 8 x 16 x 8 C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24"o.c. OVER 3/4" INSUL. BOARD 5/8" GYP. D.W. 1 x 4 P.T. FIRESTOP See Fmg. 4" 3000# FIBERMIX CONC. Details OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL Typical Wall Section scale: 3/16" = 1'-0" itlg'11L L.'1GV4 L1U11 scale: 3/16" - F-0" scale: 3/16" = 1'-0" U ►-� CIA 00 � M © w z w `° . � w vn Q wi U � a D con Q ct W rxIt O �. a M TTom�% V1 Qi H � I � o � N N00 a/ m CYi W 'E z Q E--I U drawn s.l. checked s.l. date 1/21/19 scale as noted job number 18087Z sheet A-2 F-1 F-3 F-4 F-5 18" x 18" mono. footing 18" x 18" mono. footing with (2) #5 rebar cons 20" x 18" mono. footing 18" x 18" mono. footing with 2 #5 rebar cont. O and crab with 2 #5 rebar cons O with (2) #5 rebar cont. g" 4t� 411 18" Slope 41110" 4" 4t� 14" 18" LJ 20" 18" 1811 1 811 MONO. EDGE FOOTING CURB FOOTING INTERIOR FOOTING STEP FOOTING AT GARAGE F-6 F-7 Top of Footing 12" Below FFE m M 3" 6"o.c. each waX #5 Rebar 3" 6"o.c. each w Typical #5 Rebar 2'-6' 2'-8„ Typical Square Square PAD FOOTING PAD FOOTING F-8 F-10 F-9 16" X 23" mono. footing Top of Footing 12" Below FEE 411 411 with (3) #5 rebar Cont. 411 Y All M 23" (1) 5 $, 3" 6"o.c. each w Rebar #5 Rebar Tcal 4'_0„ Typical 16" Square THICKENED EDGE MONO. EDGE FOOTING PAD FOOTING 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 /o compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be madecuate, 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 "Hilts C-100" or Simpson Epoxy -Tie. 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. io sanitary system 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 WM provide V coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90"/o hooks are to be extended 10" minimum beyond the turn. f Field bends are to be done cold and the diameter othe 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 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 drainage 2" v.t.r. Auto Vent Insulate all hot waier lines Plumbing Riser Diagram H.A.S. a a "I ,r 5D,_D„ 23'-8" 1'_4" 1T-4" 1'-4„ 15'-4" F-4 15'_4„ 5'-4„ 5,_0„ 4'-10" 4'-8" 0„ F-1 F-1 0 F-1 F1 0 10'-S„ 4,_D„ 9'-0" I - p 7 F- I F-7 0 "' M F-8 yy U.00' Top of Wood Deck - YY q F-10 5' 1" 6-10" T-5,. 12'_4„ 7'_9„ 6-101, 3'-9, 10' 101, F La A F-6 F-1 TF-6 I I 4 F-1 — F-10HEIVil 10 F-10 2 1/4" Recess F-1 for S.G.D. Y N F-5 4" 3000# FIBERMIX CONC. OVER.006 VISQUINE ON CLEAN, COMPACTED TERMITE TREATED FILL 0.00'* Assumed F.F.E. See Civil Drawings for the established F.E.E. F-1 FB ow" F. F9 F-1 1z-r r' z2'_2„ 8„ _4" Slope for Fd Slope 2" N Garage Ih. M - 12" x 121, 2., Recess to F 8 Receive Base -1 _ Plate M I4" F-6 tF6 8" 3 -T 14 -3" IT_0„ 18, „ 3 c o F-3 la MR F-10 P1 F-1 Fd0 c F-]0 F-SO o• F-10 D DD Top of Lit Wood Deck _ 0 rl0" F-7 F-7 F-9 4" 25" F-9 Y ® ® Cbnc Ped cV F-A" 2'-11" T-6"1313- 6._7„ °,-0" 6'-11" 14'-4" 6-10" 3'_3„ 1'_4„ T-9 1/2" 4'-1 1/'2" 6'-IO" 3'-9 1/2" T-I 1/2" 18'-4" 18'-4" 5r' 0" 22'-8" Foundation & Footing Plan scale: 3/16" = P-0" M e- zsoaa Conc. Patl -,^ 'n o 4 25�a� Conc Patl 0 U �.{ N 00 w W rr� Q W W r U Q O � N W �" O a o ti/ 1 ct r-- 4 r—+ H 00 O Ct r1 W o U Ci. Qr-i Z ^ � N � N � W V O H ftE��`N� P fovk yIP t GV oo outN GODS3 % , G 51 • '5pGG 14FA drawn s1 checked s.l. date 1/21/19 Beale as noutd job number 18087Z sheet A-3 HUS28-2 Hanger Beam to Ledger (6) 16d to Ledger (6) t6d to Beam 2 x 4 p.l. Nailer 116" x 3 1/2" Tapcons 12"o.c. CONCRETE FOUNDATION 2 x 8 o.t. a a� 0 2 x 8 p.t. joists 16"o.c. with LU28—) HUS28-2 Hanger Beam to Concrete joist hanger each (6) 16d to Beam & end with (8) 1 Od to beam and (6) 1Od (6) 3/16" x 23/4" Titen 1 1/2" to joists, Typ. Screws to Concrete a -Optit;r' i� Front Entry Floor Framing Plan scale: 3/16" - F-0" i6'o.c' wjth 1-U28J joist hanger Bach end with (8) lOil to beam and (0) 10d 1 1/2" tojoi§I5. Typ- Rear Porch Floor Frgm ng Plan scale: 3/16" - F-0" Connector Notes: Steps 2,-p" fastened id conc-reie with 112" x 8" wedge bolts with 1/8" x 3" washers 24"o.c. 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 spec's. 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. Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one MTS18 .strap at the proper location. Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (7) 10d x 1 1/2" to truss. MAXIMUM UPLIFT 1000 lbs. (2) 2 x 8 p.t. ledger fastened to concrete with 1/2" x 8" wedge 2 x 8 p t. bolts with 1/8" x 3' washers 24"o.c. --\ CONCRETE FOUNDATION (2) 2 x 8 p.t. Cover Joists with 6" x 5/4" p.t. deck boards screwed to Joists (2)2n8 2 14'-4" 5 F-0" (2) 2 x 8 p.t, ledger Entry &Porch fastened to concrete with I x 8" wedp bolts with 1/8" x 3' washers 't "o.-. 2 x 8 p.t. joists 16"o.c. with LU28 4joist hanger each - end with (8) 1Od to beam and (6) 10d 1 1/2" tojoists, Tyr. HUS28-2 Hanger Beam to Concrete (6) 16d to Beam & (6) 3/16" x 2 3/4" Titen Screws to Concrete Connector Schedule Front Entry Floor Framing Plan scale: 3/16" - F-0" i6'o.c' wjth 1-U28J joist hanger Bach end with (8) lOil to beam and (0) 10d 1 1/2" tojoi§I5. Typ- Rear Porch Floor Frgm ng Plan scale: 3/16" - F-0" Connector Notes: Steps 2,-p" fastened id conc-reie with 112" x 8" wedge bolts with 1/8" x 3" washers 24"o.c. 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 spec's. 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. Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one MTS18 .strap at the proper location. Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (7) 10d x 1 1/2" to truss. MAXIMUM UPLIFT 1000 lbs. (2) 2 x 8 p.t. ledger fastened to concrete with 1/2" x 8" wedge 2 x 8 p t. bolts with 1/8" x 3' washers 24"o.c. --\ CONCRETE FOUNDATION (2) 2 x 8 p.t. Cover Joists with 6" x 5/4" p.t. deck boards screwed to Joists (2)2n8 2 14'-4" 5 F-0" (2) 2 x 8 p.t, ledger Entry &Porch fastened to concrete with I x 8" wedp bolts with 1/8" x 3' washers 't "o.-. 2 x 8 p.t. joists 16"o.c. with LU28 4joist hanger each - end with (8) 1Od to beam and (6) 10d 1 1/2" tojoists, Tyr. HUS28-2 Hanger Beam to Concrete (6) 16d to Beam & (6) 3/16" x 2 3/4" Titen Screws to Concrete Connector Schedule Truss Bearing Truss Connector Qnty. Connector Fasteners Point Uplift ID Uplift AOl G 20 2081 HETA20 2 2500 (,6) 16d x 1 1/2" per strap 11 2136 2 Ply A08G 19 1756 See Steel Column Detail 2 Ply 11 2323 HETA20 2 2500 (6) 16d x 1 1/2 " per strap A15G 21 '2102 1 Ply 11 1164 HLTA20 1 1810 (9) 1Od x 1 1/2" 14 1054 HETA20 1 1810 (9) 1Od x 1 1/2" 8 1083 HTS 16 1 1260 (16) 10d x 1 1/2" Foth 4 814 MTS18 1 1000 (14) 10d x 1 1/2" 3 1045 HTS16 1 1260 (16) 10d x 1 1/2" 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 1 Framing 1 <250# VTCR 1 370# valley (3) 1Od x 1 1/2" Trusses Truss Connector Schedule Developed from the Truss Placement Plan and Engineering from East Coast Truss Company Job Number J37415 Dated 2/27/19 5/4 x 6 p.t. Decking with 1/8" space betwn fasten with deck screws (2)2x8p.i. beam bey and l 2 x 8 PA. joists 16'.o.c. with LU28 joist hanger each _ end with (8) 1 Od to beam and (6) 1 Od 1 1 /2" to joists. Typ. (2) 2 x 4 p.t. ledger screw to support structure 2 x 12 p.t. Stringers at each side and - center Wood Deck Section Nosing Typical 2 x 4 p.t. ledger J fastened to cone. with 1/4" x 3" Tapcons 12"o.c. CBS Column Grade 5/4" x 6" Composite Decking for Treads 2x6p.t. riser, Typ. STEP DATA (3) Risers at 7" (2) Treads at 11" Total Rise 21" Step Detail Rear Elevation scale: 3/16" - 1'-O" (2) 2 x 8 p.t. Rim Joist See Wood Step Detail Pad I`4" 2500# cone. Footing4" under steps d Roof Wind Zones Wind Zones - Walls E0 FpR 91- CODE CD 0ok30`T'4 U � M o W • i Q W 0C Q N • rl �-.i s: Q H O W O ,s stJ M d. �V T� A\ W N H 00 U N Q 0 M h�l t--a U z Q Q x o •r" U Z O 1�1�1 H U drawn s l_ checked 51 date 1/21,19 s,,Hie as noted job number 18087Z sheet A-4 Grout filled CBS cell with #5 vert. 8x16x8 CBS Exterior Wall 1 x 2 p.t. 16"o.c. see wall section for insulation type gyp. d.w. Typical 2 x 4 stud bearing wall 2 x 4 p.t. stud fastened to filled cell with 1/2" dia. 6" long wedge bolt with 1/8" x 2" washer 6" from ends and 24r"o.c. Brna. Wall Attachment Detail pre engineered trusses 24-o.c =12 5/8- STEP 3 Apply Horizontal Peel & Stick - Flangl backs See Connector Schedule 5/8- drywall (2) 2 x 4 plate with SP4 with (6) 10d x 1 1/2"" Window Flange Secure at each stud to wood framing as pe manufacturers recom 1/2"" d.w. dations RI1 batt insulation TYVEK Building Wral at wood frame locati Apply Vertical Peel & 2 x 4 blocking at Stick Fashing over mid point of wall Flange. Extend flashing (At Garage Adj. Wall) back full width of frami 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 base 1/2" dia. wedge bolt with 3"" x 1/8 washer 7" embedment 24-o.c. Interior Brng. Wall Product Approval Affidavit Form Category Approval Manufacturer Model Number Glass Type Attachment Method Building Design Product Rated Subcategory Numbers Pressures Design Pressures A. EXTERIOR DOORS Head & Sill: 6" from corners. Jambs: 11 "" from corners and Swinging FL#: 253.4 PGT FD750 Impact 18 1/2-o.c. max. Use Total of (5) anchors. Use 1/4"" dia. +38.7 -42.1 +70.0 -80.0 Tapcons with 1 1/4" embedment in concrete. Head & Sill: 6" max. from frame corners and 4" from each Astragal or Interlock. Jambs 21"o.c. max. P Hooks 12-o.c. Sliding FL#: 251.10 PGT 5570 Impact Use 1/4" dia. Tapcon with 1 3/4"" embed. into concrete +36.2 -45.7 +/- 60.0 Use (2) anchors at each location Sectional FL#: 15371.2 DAB Door Co. 824 N.A. 5/16" x 1 5/8"" Lag Screws (Full Tread) One at each Steel Track Bracket. +21.3 -24.1 +36.0 -44.0 B. WINDOWS Head & Sill: 6" from corners and 15"o.c. Jambs: 6" from Singlehung FL#: 239.7 PGT 5500 Impact corners and 14" o.c. Max. 4" from meeting rail. +38.7 -50.0 +50 / -50 Use 3/16" Tapcon with 1 1 /4" embed. into concrete Head & Sill: 6"" from corners and 8"o.c. Jambs: 6" from Fixed FL#: 243.10 PGT 5540 Impact corners and 8"" o.c. Use 3/16- Tapcon with 1 3/4" +40.5 -54.0 +/- 70.0 embeded into concrete Mullion FL#: 261.1 PGT 3"" Impact Tube Mullion. Fasten Standard Mullion Clip to CBS with (4) 3/36"" Tapcons with 1 3/4"" min. embedment. +40.5 -54.0 + 80.0 -80.0 D. ROOFING PRODUCTS Roofing FL#: 17022.1 Extreme Metal Fab. 5V Crimp #10 x 1 1/2"" Hex -Washer Head wood screw to penetrate 3/16" -550 - 93.5 min. thru deck. 12-o.c. along width and 16"" row spacing. Roof Underlayment FL#: 5259.1 Polyglass USA Polystick TU Plus Direct bond to deck -65.2 -135.0 Apr Fa=_ Extend flashing back full width of framing Frame Wall Window Flashi scale: 1 = 1'-0" (2)2x4 TC^ m, A` SP4 11 (6) 10d f (2) 2 x 12 header with 1/2- plywood flitch. Fasten with 16d 6-o.c. 2: SP4 AT EVERY STUD WITH (6) 10d NAILS J EVERY STUD (6) 10d NAILS M STA 18 10d NAILS x 4 STUDS 4 STUDS O.C. 2 x 4 PLATE Brng. Header Detail Typical at Coupula 24'-6" 23'-3"- Spray Foam Insulation (2) 2 x 4 plate with SP4 with (6) 10d x 1 1/2" at each stud -- Top Plate 5/8"" Window Head (2) 2 x I2 header with 1/2"" plywood flitch. Fasten with 16d 6-o.c. Fixed Glass Window 2 x 4 Studs 16"o.c. 1/2" d. . 2 x 4 plate with SP4 with (6) 10d x 1 1/2" at each stud Top of Girder Truss RI Batt - Insulation Stud Wall to Girder (1) MSTA18 with (14)-- 10d x 1 1/2" at each 16"o.c. bend strap over plate and nail to girder Pre Eng. Wood Girder Truss See Typical Wall Section for Roofing Notes 12 Q 5 Pre Engineered Wood Roof Trusses 24-o.c. Shop Drawings by Others Coupula Detail Steel column cap to be on the oppisite side of the Truss to truss connector welded 10- x 10- steel base plate See Connector Schedule Steel Column Detail Galv. Drip Edge over 1 x 3 p.t. 2 x 8 Cedar Fascia Board Stucco Soffit Over High Ribbed Wire Lath Install one layer of 15# felt to framing prior to installing wire lath 5/8"" c.d.x. plywood fastened to studs, as per nailing schedule. Cover with Tyvek House Wrap and cover with paper backed wire lath and stucco Install stucco stop 1 1/2" above Metal Roofing Sill Plate to Girder with (2) 16d 16"o.c. 12 �5 Galvanized Flashing at Wall / Roof intersedtions Eng. Truss ).c. 5/8" d.w. fasten at Girder with (2) 5/8" thru bolts with washer and nut. otal hgth. ication K 3.5" x 1/4- column U CV 00 M CL M :3 U) J O 0Y LL L LU � U LD a o *' CO N LULL inlL Lip 00 0 C14 Q i U LU '- � O J o -- fn i o _l LU M 0 o 4 ♦4-) v ) H (� U Q w LO '� CV 2ooz U ^00 04 _ LU l 00 M T Z V ry O IL (� m LU O o U z li w 0 o a LU z U J O N U date revision Roofing Prod. 6/31/19 ._._.._I Q1 t Q►�41 GOB G&J\ GAO VJ r - fasten to cone. foundation with (4) 5/8" wedge bolts 8" min. embed. drawn 0. checked s.i. date 1/21/19 scale as noted job number 18087z sheet A-5 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" 11/2" 11/2" Slab on Grade: 1 1/2" V, _ 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 Reinforcinf Concrete Structures" and the current "ACI Building Code 31 S' 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. other concrete: 3000 All oth .s.i. p Footing sizes and remf g orcin are based on allowabl e g soil bearitl 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 befdM 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 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 gs 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 o>,arnissions and bring them to the attention of the architect prior to starting ally work, or ordering any materials of the respective division of work. If guch 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 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. THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.S.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" NABS" 4" FROM ENDS AND 12"o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type B) 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 seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. SHEATHING NAILING NOTES Nailing Pattern Nailing Schedule Zone 1: 8d at 6"o.c. field & 4"o.c. edges ROOF &FLOOR DIAGRAM Zone 2: 8d at 4"o.c. edges & field Use sheathing with #8 gun nails at 6"o.c. Zone 3: 8d at 4"o.c. edges & field at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. Pneumatic Nails ROOF SHEATHING TO GABLE END FRAMR Pneumatic or mechanical y driven nails will be accepted under the following conditions: Use #8 g tin nails at 4"o.c. Min. nails size 8d or larger ring shank with EXTERIOR SHEATHING Min. shank diameter:.113 Min. Length: 2' Use #8 gun nails at 4"o.c. atpanel edges Min. Head Diameter:.280 Full Round and #8 gun nails at 4"o.c. at panel top and Min. Ring Diameter .012 over shank dia. bottom and 6"o.c. in field 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 Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic :,Ouse 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. coiner bars at beam (outside only) (2) comer bars at footing (min.) — veat. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell all comer bars to be the same size, number, and spacing as horizontial bars in fooling, beams, and walls Corner Reinforcing Detail Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, A118.1, Al18.3, 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 C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C 1177, C 1178, C 1278, C1396, or C 1658 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. (11.1mm). 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 sum backing board shall be permitted on ceilings. Water gypsum g p $ resistant sum 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. a a 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" (51imu) 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) 2 x 4 bottom cord bracin¢ Bottom Cord Lateral -Bracing 90 DEGREE HOOKS OVERLAP 25" MIN- HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REQUIRMENTS POURED CELLS WITH (1 ) #5 BAR CONTINUOUS FROM BEAM TO FOOTING Change in Bond Beam Elev. Precast Linl 8F16-1 B/1 L-5 Transom Header Detail 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS Min, 1 1/4" embedment ,,., " a at windows and min. $ b •5 ° ° : 1 1/2" embedment at F 4 .0 ° ° sl. gl. doors O OC4. 0 e 0 �,�'� b n" ° drywall 8'0" QUA ` 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. s... DOWEL 0 .a 3 u� s P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES �j 1/2" x 6" REDHEADS WITH MIN. 2" x 1/8" WASHER 12" FROM ENDS O AND.16"o.c. MAX. O 0_1 DOOR HEAD Q 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c. Garage Door Buck Detail ANN 1/2" d. pre engineered trusses 24"o.c. Lnd. sealant under sill plate -� F.F.E. 8d Cased hard coil trails 12"o.c. stucco finish J perimeter caulk Attach p.t. bucks with 8d coil nails at 12"o.c. Typ. Alum. window. jamb or sliding glass door jamb 1/4" max. struct. shim caulk attach as per manufacturers product approvals NOTE: Method of attachmentG unable sealants sha ll all 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 T _1__] _T _l. •...__1.. Alum. window frame 3/8" continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish corrosive resistant Tapcon concrete screws installed as specified in window manufacturers product approval Gunable sealants shall comply with 1/2" drywall ASTM C 920 Class 25 grade or a. ° ° greater for proper joint expansion and contraction 2 x 4 plate 1/2" d.w. R11 batt insulation Garage r- window sill precast colic. sill Typical Precast Conc. Sill Detail 2 x 4 blocking at 2" d mid point of wall Pip( 2 x 4 studs 16"o.c. 2 x 4 p.t. plate wood base Adj. Wall at Garage Set ba' from a Galt'. (4) 1/4" x 21 Tapcon nc. o Foa Bollard Deta+TeNNMPt`A"cy `vG E cavNT si . 13occ C� F--i 0 � M 0 V a w `O w �!] Q W 000 rr .a r 1� h C4C [� N Zi U U U QF° W u" o y o l W/ M 7t C� �1 E-� U to r •moo �,� oho U�zN V P1/ M c) Ci. r-•1 'd W � O Gi-1 rL-i V H t„1 drawn s.l. checked SA. date 1/2l/I9 scale as noted job number 18687Z sheet A-6 Electrical Load Calculations 3379 Living S.F. at 3 VA 10,137 watts Four 20 Amp Appliance Ckts. 6000 watts One Laundry Cir. @ 1500 watts 1500 watts Two Exhaust Hood 1600 watts Two Ref. 3000 watts Two Microwave 4000 watts Two Dishwasher 3000 watts Two Disposals @ 1500 watts each 3000 watts Three Baths @ 1500 watts each 4500 watts One Irrigation Pumps @ 2500 watts each 2500 watts Detached Garage (Future) 10000 watts Total 49,237 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 15,695 watts Total 25,695 watts Two AC Heat at 100% 20,000 watts Total 45,695 watts 45,695 W / 240 V = 190.0 Amps Use 300A Service 300A Main Panel M 120/240V Panel A 200A SUL Panel 120/2�iOV HOUSE 1 1/2" Cond. (2) 1/0 THW and (1) THW CU. Neut. 100A Sub Panel 120/240V FUTURE 3" Cond. with (2) 500 MCM Panel THW CU. and (1) 300 MCM B THW CU. Neut. to FPL Pole Electrical Riser Diagram #1/0 CU Ground 5/8" dia. x 10' CU clad ground rod & CU water pipe ground (Typ. 2 places) Electrical Plan Scale: 3/16"= 1'-0" ELECTRICAL_ LEDGEND O RECESSED LIGHT WITH LENS Q EXTERIOR & WET LOCATIONS + SURFACE MOUNTED LIGHT FIXTURE E)--�--- SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN e EXHAUST FAN OUTLET ® DOOR CIUMES THERMOSTAT SMOKE & CARBON MONO3ME DETECTOR DUPLEX OUTLET . SWITCHED �+ TELEVISION DUPLEX OUTLET 220V OUTLET TELEPHONE Y/f SWITCH El PUSHBUTTON Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building load requirements only 4. Ensure min. 36" clear between equipment and disconnects, Typical. 5. Protective ratings shall comply with NEC', 110-9 & NEC 110-10 6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1 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 U n � M � !'� w � z tjo It •� Q w � n •Con H Q OJ z v ct cUd += U Q h o w L7 � � o t� N a� E~ U � r � N �U�z00 � M t--I I x O � 7 d w Z o z Q Q x v w Z �U x w � Y O U drawn sl checked al. date 1/21/19 scale as noted job number 18087Z sheet A— FILE COPY c v Floor Plan scale: 3/16" = F-0" MIX-% 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 Project Data Project Name: D1Nola residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New one level CBS single family residence Desian Loads Roof Live load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: It Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing, capacity: 2000 p.s.f. Building Data Occupancy 'type: Group R Construction Type: V Number of Stories: One Project Area: 4958 s.f. Building Code 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 Roof Plan scale: 1/8" = 1'-0" Area Tabulation Living 3379 Garage 603 Porch 600 Entry 376 Total 4958 METAL ROOF PANELS ON PEEL & STICK OVER 19/32" C.DX PL` SEE CONNECTOR PRE ENG. WD. TRUSSES 24"c.c. ALUM. DRIP EDGE ON I x 2 P.T. ON 2 x 8 R.S. SPRUCEFASCIA� STUCCO SOFFIT WITH FELT PAPER ON UNDERSIDE OF TRUSSES 5 a 5/8" D.W. 1 x 4 P.T. FIRESTOP (2) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT IN EACH COURSE �8x16x8C.M.U. PROVIDE "CASTCRETE" WITH #5 VERT. DOWEL PRECAST LINTELS ABOVE IN GROUT FILLED CELLS ALL OPENINGS 1 x 2 P.T. FURRING 24"o.c. OVER 3/4" INSUL. BOARD TWO COAT STUCCO FINISH LAP SIDING LOOK 5/8" GYP. D.W. 6 1/2" EXPOSURE 1 x 4 P.T. FIRESTOP FFE —mod+ 0.00' Grade SLietails'I000F BE CCow. OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FII L Typical Wall Section V H N 00 `^, I M z rn00 d •� Q E~ U z A E� O on t w O N � -F� O 3 w Zj o U •� w z Q; .� U w U a � drawn :.1. checked s.l. date 121/19 scale as noted job nurnber 18087Z sheet A-1 U- NINHLAULmETT7�—PLAlq-FUR—ENUINEENEU -13RAGING: bEE FINAL LNUINEEKIN(3 SHEE IS FOR I HE -BAL;K CHARGES WILL N(.) I BE A(;UEH I LL) UNLESS UUN BEARING POINTS MUST BE COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP r��NSTALLEDPRIOR TO INSTALLING EAST COAST TRUST. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE NLESS OTHERWISE NOTED. INSTALL HANGERS TRUSSES! FOR ERECTION AND INSTALLATION OF TRUSSES ESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN CCORDING TO THE CURRENT SIMPSON STRONG -TIE FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. OR USP CATALOG N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS IENGINEERING TRUSS DRAWINGS. /301 50' 0" 238" M U U U NWw w NJ w w w U U U N N N i N N N N CJ1KIAVIAIIAVIAI CJ CJ3 y/ _, 9'4' BEAM HEIGHT �% CJ 0 11'-4" KAM HEIGHT Indicates Left End Of Truss On Layout & Engineering Sheets NN lJ U o O o.;i o O o 0 0 o O O O O O O O o O O O J1 J3 NA J5N51"0" 0" 0" 0" .' 0" ' 0. 0" 0" ' 0,.", 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" 0" ' 0.._[' 0" ' 0" ' 0" 0 N z J7 9- 4" NN z J7 C :ILING 9' 4" C-ILING Z 771 Z J7 EJ7 J J EJ7 18' 4" 14 4" 18, 0" Q a c7 EJ7 1 Z U U ULU w w U U1 rfl N 11 N v. N Q EJ7 Z J THDz 01 T oze C 1 W m EJ7 9' 41, z J 0 c 3 9' 4„ o C ILI G C ILI J EJ7 Z J5 C 5 EJ7 D 1 R 30 o EJ7 02IN 24'-6" EJ7 0 CEILING °' m M m M m m m a a a a a a a 0 EJ7 0 EJ7 0 0 0 N O EJ7 0 J 0 J F- CDQ EJ7 0 O EJ7 0 Z 0 24-6" a EJ7 0 1J111 CEILING m EJ7 NN Z J5 ZC 5 Q EJ7 4X CO UM 4 =34 o CJ3 a c 3 4X CO UM 0TO @ '4' 9' 4"TO @ '4' 1-1 Z J F 02 N N U C 1 EJ7 C ILI U.a r ti EJ7 18' 4" rk EJ7 NN 6' 0" 0" 0" op.] 0" 0" 0" EJ7 �� • �� n�rrt�ri Irrrri I i mi poll�� • I��I�I�I�I � i �CII�■i�l. — - .I'W101 • I IL. CJ 77 CJ 01 NN 02 03 04 04 05 05 NA 05 05 05 05 05 \Ne06 07 08 0 0 09 10 11 0 12 13 14 15 NN- 16 ANN 17 18 19 20 21 22 23 CJ CJ CJ 0" �so­h 0.1, 0""-6' 0" ZEJ78 0 00 O 0 0 9'-4" CEILING 0 0 0 o > o gcNki j o > 0 a o � o CAI 0 0 9'-4" CEILING 0 0 e� RAISED 0 GIRDER 0 r1 0 U AHU AREA O 0 CAI 9'-4" CEILING 0 0 0 a W w EJ7 N. N N N N N N N N 9 V3 ZEJ EJ7 C7 m a In afl r` DO - rn o N M C9 ZEJ7 •..... t0o a a a a a a a ZE 7A D04 - ZE 7A + HAN EF BY BLD HANGER BLDR. CJ5 5' 10 1/2" 0" 0" 0" 0" 0" 0" D05CD 0" 0" 0" 0" ' 0" o" 5' 10 1/Z. CJ 9' 4" FILING o 0 r o` N 9, 4„ 0 ° CJ3 C ILIN 0 u LL D06G LU CEILING N� zC GJ1 HANGER Y DR G RB BLDR CJ Q N N NMAI Z J ItC31 N N N N (�U w w w w w w w w w w M l() W w w w LU U U S - 18' 4" _ 2' 0" _ , 10' 4" - 20"7 18' 4" _ _ 22' 8" _ 73' 8" TRUSS PLACEMENT PLAN 12 5r 4 6" CANT ENGINEERED TI MBFIi TRUSSSYSTEMS PRODUCTS ECT BEAST COAST TRUSS 5285 ST. 1LUCIE BLVD. FT. PIERCE, FL 34946 OFFICE: U72➢ 466-2480 FAX: d772466-5336 STOMER:Nick Dinola B NAME: Dinola Res. DRESS:6000 Hickory Drive 'Y/COUNTY:Ft. Pierce/St. Lucie B # J37415 F V4� B # Copy MODEL:Model SQ FT 5406 DATE 02/27/19 61G15S-31.003 (3) (r), FAST COAST TRUSS is the "Tress Design Hhglhem" Tmsses are desigmd in 9¢... dO.r, with the Florida Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: ODE = FBC 2017/TP12014 ASCE 7-10 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY=11 XPOSURE = C WF SPEED =160 UILDING TYPE =ENCLOSED EAN HEIGHT: 26.50 FLOOR: DUR FACTOR=1.0 rSF=TOLL-TCDL.-BCLi_-BCDL 40.011 0.070.035.0 ROOF: DUR FACTOR= 1.25 'SF=TCLL-TCDL-BCLL-BCDL 20.077.010.071 0.0 'NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE UST BE SET WITH A SPREADER BAR. THE 'READER BAR SHOULD BE AT LEAST 1/2 IN LENGTH AS THE SPAN OF THE TRUSS ING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES C I A J Z LL 0 W U) V J W J Tr rrW^^ 'VJJ V ) W co so J \Q 0 L.L ry� 1- 2 y_ 3- O 4- SWINED 5- By r 6- st. LUCID county N 0) iD 6" if LM b :o O tV o" 0 27-8" IS-4" 17-6" Bdrm. 4 Bdrm. S v 9'4" Calio3 lO� 9.4" Ceslmg N — .. 6'b" O n� 7J -F. T-0" T-10" 8'-2" 7-2" / .4Kl'0 Kn Q by koy-10 9'4^ 601 Clog `0' Porch TT JOILtV 91-V Ceiling from F.E. o N 4 Wood Decking b Livinb — Gas 9•4" CC2k9 . Z en, 3-0" 5'-0" 4'-'>>• 5'-9" 9'-8" q„g" Master Bdrm. Dirdrng 9-4" �g , <V 9'-4" C 914" C . v _ J _ o Liao of Open Co =? m® �V q 00 - Great Room 1012" Lnd T-4 W= `�7w►A] T-V if iCW°, _. t 1 1 _ t - N_ Kitc en 0 °1 h 9•-4" C a fl # 1 #2 •_1" 3• " 5'-1" 4 18,4" 6-2"-6" 72-4" L '• = cot Cn7ing2! �.io qC.f .irsaamert.oraion b toll'fir 9 ��" � " l410 1 An C109- Oil %At Garage OJ� " f `° O 9'4"Ceding : -• .o from F.F.E. �' fV �i N Al Y 14". 2 2" / 3 a Clag. Q o 0 �N L'm. °V 36" x 6O" Tab U t flt R . I®A.l�i 1� 4'-V q•.,p" 9'4"Ceding 4•-0" V-4- rit`G.i19' Eer, _ Bdrm. 3 Bdrm.2 :e 91.4" Ceding Entry 9'4" Ceding " from FF.E. Wood Decking cV 1.4"1 6•$^ 104 2'-0" S-2" 5'-2" 2'-0" IF-V 11'4" IT4" 14'4" IT-4" _. 51-0" 22-8" Floor Plan scale: 3116" =1'-0" Climatic & Geo_{aphic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Svread 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 Project Data Project Name: DiNola residence Street Address: T.B_D. r;c� City: Ft Pierce County- St Lucie OState. Florida Scope of Work New one level CBS single family residence Design Loads RoofLive Load: 20.0 p.s.£ Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor. 1.0 Building Category: H Wind Exposure: C Intemai Pressure Coeffrcent:.18 Structure Designed: EnclDsed Soil bearing capacity: 2000 ps.f Buildina Data Occupancy Type: Group R Construction Type. V Number of Stories: One ProjectArea: 4958 s £ BuRdina Code o ( I 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 • Area Tabulation o Living 3379 Garage 603 Parch 600 D Entry 376 Total 495958 0 a Roof Plan scale- 1/8" =1'-0" METAL ROOF PANELS ON PEEL & STICK OVER 19132" C.A.X. PL' SEE CONNECT PRE ENG. WD. TRUSSES 24"c.c. ALUM. DRIP EDGE ON I x 2 P.T. ON 2 x 8 R.S. STUCCO SOFFIT WITH FELT PAPER ON UNDERSIDE OF TRUSSES PROVIDE " ,ASTCREFE" PRECAST LINTELS ABOVE ALL OPENINGS TWO COAT STUCCO FINISH - LAP SIDING LOOK 6 I/2" EXPOSURE w 12 E 5/8" D.W. x4 8 x 16 x 8 C.M.U. WITH R5 VERT. DOWEL IN GROUT FILLED CELLS I x 2 P.T. FURRING 24"oc. OVER 3/4" INSUL. BOARD 9W U H ry 00 ON Cn � M z 4 1 G�1 V2 Q W r Cd r M" O t1✓.1� " O M "sr o "4 w p U *^ + w z Q U U O cI� U FIItESTOP drawn xL dmdmd zt F-1 0.00' doe Q 4 1rxlns sw e sue& 4" 3000/ FIBERMAC CONC. u° OVER .006 VAPOR BARRIER job narnber ON AN, COMPACTED, TERMITE TREATED FILL 1wsz sbxt Typical Wall Section A-1 SCABN1NED St. Lucieftnty M