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HomeMy WebLinkAboutReview; Building PlansN N I N II .� m 0 0 o a o o N Column Key Climatic & Geographic Design Criteria Building Code Design Loads Area Tabulation CONTRACTOR TO VERIFY ALL WINDOW, DOOR, AND MASONRY OPENING SIZES Weathering: Negligible Termite Area: Very Heavy Roof Live Load: 20.0 p.s.f. Living: 1910 V PRIOR TO ORDERING WINDOWS AND DooRs. 0 Grout Filled CMU Cell Flame Spread Index & Smoke Developed Index 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 Floor Live Load: 40.0 s.f. Carport: 648 C- Ji with (1) #5 Vert. Rebar Wind Speed: 160 MPH Insulation Flame Spread: Not to exceed 25 Wind Importance Factor: 1.0 Porch: 296 Ci 0 �❑ Grout Filled CMU Cell Insulation Smoke Developed Index: Not to exceed 450 Scope of Work Building Category: II Entry: 704 � LU 00 Wall Finishes: Not greater than 200 Wind Exposure: C Internal Utility Equip. 97 O L z M Ceiling Finishes: Not greater than 200 New one level CBS single family Pressure Coefficent: .18 0 J residence Structure Designed: Enclosed . IL In Soil bearing capacity: 2000 p.s.f. Total: 3655 cn 85'-0- � � q� Total Cubic Volume: 17,408.9 c.f. a LO 00 24'-4"` 5'-0- 15'-4" 24'-0" 16'-4- J r 23'-8" 2'-6" 10'-4- 2'-6- 4'-8- 14'-8" 4'-8" 2'-6" 9'-4" 4'-6- Q LPL • U N z EL ui H35 s.h. L_3 L 3 H35 s.h. H35 L-3 L-3 ❑ H35 !L > _U �$ s h s.h. p O 0Eli 81 IS17--iEl0 Eli o a �_ L-3 14'-0" 8", 16 "` 16 8", 12'-8"` 2,_ , 8", Lu W o M H35 Bdrm. 3 r Pool Equip. > � 10"-0" Ceiling Location HB o Master Bdrm. o 0 0 0 -I-a � ° 10'-0- Ceiling ❑ oO 1 L_6 --- ----- O°o � 5080 ❑ 0 Gas Whole 2$$0 2880 House Generator French illrenc L-4 L-4 o Porch Gas Tankless oLA 10'-0- Cling. � 0 � Water Heater w N from F.F.E. o 0 36"" x 60' L-7 0 ❑ El `� Tub Unit I EI EI O in Deck 25 s.h. Utility Equipment RAG safety Glass H�fB o T N i �� M L-3 H33 s.h. dO Carport 0 L-2 N 10'-0- Ceiling from F.F.E. 1 1 I 23'-8- 36" Tall Railing p with Verticals at 4-o.c. max. 0 I --------------------------- 0 00 L-1 0 T-2" 1 18'-8- 25'-0- Floor Plan scale: 1 /4" = V-0- iI oo Pantry a.h. 0 0q, 0 2680 2$80 2680 `, 24- Barn Door 0 n D Pocket HB O(D % veneer N Nw do do d ��Oyo 6080 ❑• s�o `� ------ t� a.h. ti 2830 L-3 v Ref. ❑� ❑�❑ oo co ❑' ❑' •❑ 00 R.A.G. Lin) H35 2'-1 "` 2'-4"` 12"" 4'-0- 2'L4- T-6- T-0- 1'-8- o, 18'-7- � I I T-8- 2'-4" � s. h. 111'-9"" 8'-8"" CO Cr) Header, I I at 108" N(PIPO 2 x 4 Frame Brarm. 2 (� O Rang dw Wall 34.5"` 'vFon emp. Glass 44""TallO �.t,.l ood I I Tall 10'-0"" Ceiling , alls 0000 I I c 00 2880 Ev I II II o I ) Fn i � I I Great Room R1 A.C. Cond. on I I 10'-0- Ceiling Pre Fab. Wood concrete pads Cling. g. ' Burning F.P. unit to be selectedEl- s.h.Kitchen 3080 by owner Egress Header I 1 at25 108-1 1 "� 10'-0- Ceiling v H35 I I I ❑ s.h. LLTJ g" 5'-4 • Lnd. French L-3 � r--� 5080 o 8" 4'-2"" 5'I6"" I 22'-2"" 8'-10" 8" O a oo 48-Tall 1 ❑ L-161 ❑ Wall I I 22.5" x 36- Attic Access " Sitting I L-11 I o I Dog I Wash 11 1=1111 3'3 2 4'-4"" Iola H35 � I10'-0' Ceiling s.h. L-9 11 f❑ L-3 I � 0 0 0 0 Fell EI Q1111 o 0 0 o 28-x 28"" I L-3 L-8 (2) 2853 L_8 (2) 2853 L_3 28""x 28"" I Fixed Glass o I HB s.h. °oo s.h. Fixed Glass I I Entry 10'-0- Ceiling I L-12 0 Conc. Steps g I o from F.F.E. 36" Tall Railing (2) Risers at 7" with Verticals (1) Tread at 11 at 4""o.c. max. --- - ------ ----- ----- L-13 L-14 I L-14 L-14 I L-14 I I �.L-13 ,V ~ > (� C W M •� i o � C'I = OO Z r W wN 00 M T O LL to W bA C O _O LL z J >� W c U N W � v ' -0 J F O H 6n 7) C drawn s.l. checked L2'- T-11 "" 3`10- 4'-0"" 4'-0- T-11 "" T-10"" '-1 J. 3'-11` 4'-1"" 4'-1"" 3'-11"" date 6'-0- T-10` 8'-0- 8'-0- T-11"" 4'-11"" T-6- T-6" 2/25/2020 6'-0` 42'-8"" I� {� scale T-0 0�� - V, © as noted ST LIJ IE COUN�FeI #j �IN6 BIVi8I0N job number 55'-8"" REVIEWED FOR CC1�P IAl soszA REVIEWED BY, tr,'^" DATES sheet PLANS AND PERM UST BE KEPT ON 3GB SITE OR NO INSPECTION(S) WILL BE MADE A_ 1 Adoo ��'� 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. 2" !'v.t.r. J' 1 1 2", F� I � I � I L4V W.C. 3- 11,4211111 SINK 2" v.t.r. U LAv 2„ 2„ 3- DOG WASHER 2" 3 WASH 2" Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram 2-AUTO J+ VENT 2 v.t.r. l I I I � I Jll 2- v.t.r. 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 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.sfi. Fill shall be laid in layers of 18-. 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. 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" 1l 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 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 Typ. Nosing 10" 1 " Typ. Cast In Place conc. Steps with 3000# mix F.F.E. 0.00, v '•� Riser Fight. not to exceed 7 3/4- #5 Rebar 12""o.. #5 Reber Typ J mm m m m Om mm m F-1 m m m m F-1 — — — -- — — — — — — — — — — — F-1 o n F-1 Ell = I m l m m m F-11 0.00' T I m 1 o f mmm mmm 1 {�0.00' 1 ❑� F-1 4- 2500# 0o conc. pad I I -4—, N N 4" 4'-1 "" 3'-5" 6'-0"" I 6'-0"' 4'-10" 2'-2- 2'-0 10 F- I m l I m m 1 I IF-2 F-21 1 0 0 1 I Io El F-3 I— — -- — —in-4 F-1— J 1 m F-2 m El F-2 m 1 "' F-11 i — L_ — — — o o r L— -- -� ----o -- I I RI Ell 1 1 :� -- F 4 o --- --- ------- — I I _ a F 2 o 0 :o F-2 1 — _4.. M m 1 m 1 0 l Lm mm— F-2 J I -- t14 ----mmm ° r> i8'-10" 2 2 2 14"" (n F-1 °' M o X/F-3 1 co F-1I ---= [El)'li o I m m F-2 N m �m I m I I 4"" 3000# FIBERMIX CONC. r-----_J m mE ••m m F_ OVER .006 VAPOR BARRIER 1 ON CLEAN, COMPACTED, I TERMITE TREATED FILL ? 4"" 2500# •� 1 2'-1- 2'-0"" 3'-8"" 3'-2"" 2'-s�"" ASSUMED F.F.E. 0.00' I I conc. pad F-2 1 m 1 1'-6" 4 211 I I F-2 I o F----� _ 0 8' 1 4'-2" J ❑ ❑ F-1 m m 'v L_ ❑ to F-3 conc. pad o o m m l L— o IF-1 1-7h -4 t o L-I m 4„ — — — — — — — —J — -------------------------- ---� m m m F-1 m m m 1 m El �, m m F-2 m m m m EI F-2 m m m 1 _4„ I 11'-6' 11`13-1 1 1 1 F -1 1 4'-4- 3'-4- T-2- 6'-0"" T-0" 6'-0"" 3'-3"" 3'-4 3'-3„ 15" 5'-9" 1 F-1I 4„ _ 0 Conc. Steps o o I (2) Risers at 7-N (1) Tread at 11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � [nilm F-1 [Fill m m m F-1 m Im Foundation & Footin scale: 1 /4- = 1'-0" Plan 1 Sidewalk Conc. Step Detail Entry F-7 18- x 18- mono. footing with (2) #5 rebar cont. 4 18' . 18- MONO. EDGE FOOTING F-2 18- x 18- mono. footing with (2) #5 rebar cont. 4" f„ 14' , 18- STEP FOOTING F-3 8- x 8- thick edge with (1) #5 rebar cont. 4" —[4_ s 4", EDGE FOOTING F-4 18- x 18- mono. footing with (2) #5 rebar cont. 4- 4" 18- INTERIOR FOOTING w 00 0 LU z Itt Cl) L.L f/j ej U a� LO CO 'N a LO 00 J LPL ® Q N N .N H cC0 z _ d U p .> O J (n LU LO C) N N > (� > U LL, M � dam' C N O " = r CD CD z 00 _ �X U �^ v (� Q 0 M T O LL w qp U 0 0 Z J �` LU > 10 J O U w J f1 O N U drawn s.l. checked s.l. date 2/25/2020 scale as noted job number 18062A sheet A-2 r,. Left Elevation scale: 1/4"" = T-0`" vui. �ii�v &luau 7"Smooth Stucco Frieze Band-\ Right Elevation scale: 1/4- = V-0" L11 11 I 1:J O I N I CO Ell soffit to Window Head I I I ILU I.L111- F1 U U U U ILH Rear Elevation scale: 1/4" = V-0"" Flue Cover and Chimney Cap by Manufacture. Selection by Others Simpson WB Bracing at All Sides. Use (2)161 at Plates & (1) 8d at each stud cashin-led / flashing —./ 2 x 4 S 12 O.C. T-0"" (2) 2 x 4 Top Plate 2 x 4 P.T. Band 7 Anchor each Corner & Stud Top & Bottom with MSTA15 with (12) 10d Typical 15# Felt over One Layer of K House Wrap over 5/8" c.d.x. � Plywood Fastened to studs x as per Nailing Schedule D Stucco Finish (2) 2 x 4 Sill Plate MSTA15(TypJ (2) 2 x 4 Blocking Between Trusses at Chimney Framing Top Cord of Roof Truss - Chimney Detail U 00 O w z CY' Nt M LJ Lfl y�^ 'N w C9 a o Q� ® -J Q Ll r N •� Z d U o .> o J w LO M N� > Q t6 U rl- rn c to C CV O �" T T YYY P ' N O L _ U LU �/ M T O ILL to w W 'o U O ILL Z J w o _I U `n 06 w w �v > J O H (!J U drawn .J. checked 5.1. date 2/25/2020 scale as noted job number 18062A sheet A-3 FILE COPY v7 W w 9 O O Attic Vents Calculation ENTRY, PORCH, CARPORT, UTILITY Attic Area: 1745 s.f. / 150 = 11.6 s.f. required. Soffit area = 400 I.f. x 1.5 = 600 s.f. Venting Provided: 3-continuous vent: 15 sq. in. per L.F. 400 L.F. of soffit x 15 sq. in. = 6,000 sq. in. 6,000 sq. in. / 144 = 41.7 s.f. Total Ventilation Provided: 41.7 s.f. 2 x 4 bottom cord bracing Bottom Cord Lateral Bracing 241411 L51011L 1514111. 241011 1,16' 4" TRUSS END DETAIL PLUMB CUT CANTILIEVER 61 1� 4 3/16" HEEL HEIGHT Roof Framing Plan 51611 26' 0" b 181 011 51611 scale: 1/4"" = V-0" 251011 551811 10' T.O.B. 16" 1'-C T-1 2'-D' TYP iu ODD SPACE TYPICAL CANT.CORNER SET r.Ts. Connector Schedule Truss Bearing Truss Connector Qn�' Connector Fasteners Point Uplift ID Uplift 11 939 HETA20 1 1810 (9) 10d x 1 1/2"" Al 19 1258 2 Ply (1) 5./8-dia-ATR drilled 15 3153 MGT 1 3965 and epoxy into bond beam 12-min. embedment and (22) 10d to truss (1) 5/8-dla. ATR drilled 14 3086 MGT 1 3965 and epoxy into bond beam B1 12 min. embedment and (22) 10d to truss 9 2081 HHETA20 1 2235 00) 1Od x 1 1 2" 14 1842 HHETA20 1 2235 (10) 10d x 1 1/2" Bs 9 1414 HETA20 1 1810 (9) 1Od x 1 1/2"" D2 8 2421 HETA20 2 2500 02) 16d 2 Ply 13 1715 HETA20 1 1810 (9) 1 Od x 1 1 /2" E2 8 2050 HHETA20 1 2235 00) 1Od x 1 1/2"" 2Ply 13 1659 HETA20 1 1810 (9) 1Od x 1 1/2`" (1) 5/8-dia. ATR drilled HJ9C 7 3079 MGT 1 3965 and epoxy into bond beam 12'min, embedment and (22) 10d to truss All trusses Each <1810 HETA20 1 1810# (9) 10d x 1 112" to CBS Brng• <1810 HETA20 1 1810# (9) 10d x 1 1/2"" All trusses Each <1000 MTS18 1 1000# (9) 10d x 1 1/2"" to Frame Brng. <1000 MTS18 1 1000# (9) 10d x 1 1/2`" Valley Supporting Framing (4) IOd Trusses <250# VTGR 1 370# Valley Truss (3) 10d x 1 1/2" Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers 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 HTSM20 strap at the proper location Fasten with (4) 1/4" x 2 1/4` Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. rn Q W z � M 0 LL L(� LLJU d cc - N a LO 00 Q} ri J Q LPL N -� �7- z M a M LU Q a� 2 0 U -- Er J (� W LO a� U) ~ > W LO dam' C N " =Ooz O f r o0 U 1714 = r� r v cu Q 00 C`') T 0 LL b.0 C O J f0 J 54 2 O U m O LL 4 C 3 O a� U 3 J W date revision drawn s.l checked s.t date 2/25/2020 scale as noted job number 18062A sheet A-4 FILE COPY Wind Zones - Walls PRODUCT APPROVAL Approval Number product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Type Design Pressures Design Pressures Head: 12" max. from corners & 30"o.c. max. Jambs: SFI-5500 12"" max. from corners & 17.7"" max. 5"" each side of FL#: 239.7 Windows Singlehung PGT Industries Impact meeting rail. Use 3/16" Tapcon with 1 1/4" embedment +33.5 -44.8 +/- 50.0 into concrete FL#: 261.1 Mullion Clipped Alum. PGT Industries (2) 1/4"" Tapcons per clip with 1 3/4" embedment with +33.5 -36.3 Tube 2 1/2" Edge Distance +/- 139.0 FL#: 17184.5 FL#: 17184.3 Swing Doors Fiberglass Plast ro p Impact 6- from corners & 14-o.c. atjambs. 1/4"" tapcon FL#: 17184.1 Dooms screws with 1 1/4- embed. into conc. +33.5 -36.3 +/- 50.0 Approval Number Product Model Number Manufacturer Attachment Method Building Rated Product Rated Design Pressures Design Pressures FL#: 7271.3 Roofing 5V Crimp (26 ga.) Union Corrugating #9-15 or #10-14 x 2- Long wood screw with washer at each Rib 12" o.c. - 652 -113.1 FL#: 13192.2 Siding Hardie Plank James Hardie Fasteners shall be ET&F block nail .30 Head dia..14 Shank dia. and 1 1/4- long. 21-o.c. max. spacing -50.0 -92.0 FL#: 9777.7 Roofing Underlayment Weatherl-ock Specialty Owens Cornin g One layer direct to plywood with 3" Horiz. Laps and 6" Vertical Laps ap paper it top (1) rep Nwerity of FS reber it b0com of linter. T F=faletl grout C M. C`= 1-n- 8F16-1 B/1 T nt°rcetl ar;re e 1717S J nel 'e'bar e, p°ttom nominal reee.�Ao I cioiny pe', 8 Nominal Lintel Type Designation Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S 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. Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAMSPECS. L-1 20'-0" 1114 449 713 449 81`241B/2T L-2 19'-4" 1282 221 831 173 81`24 1 B/2T L-3 T-8- 8974 117 4853 92 81`24-1B/1T L-4 4'-4- 8060 75 4409 50 8RF22-1B/1T L-5 12'-4` 1428 150 783 100 81`22-1B/1T L-6 22'-8" 884 795 600 322 8F24-1B/2T L-7 4'-6` 8672 233 4292 183 81`24-1B/1T L-8 6'-8- 5681 1370 2571 655 81`24 1B/2T L-9 T-8- 3129 1030 1640 528 8RF22-1B/1T L-10 4'-8" 8060 75 3277 50 8RF22-1B/1T L-11 T-8- 5365 147 2290 108 8F16-1B/1T L-12 IV-0" 1533 194 914 152 8F16-1B/1T L-13 8'-2- 1843 230 1133 290 8F16-1B/1T L-14 T-9- 1843 71 1133 145 8F16-1B/1T L-15 8'-2- 1843 180 1133 198 8F16-1B/1T L-16 12'-0- 1254 191 723 150 8F16-16/1T Min. Beam depths shown, beams may be increased without comment At Lintels over 24-deep provide 0 ) #3 vertical rebar tied to Horiz. steel at 24-o.c. along length of lintel 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 U Q 00 O w z M '1 M V LL � � LU N U u') � • C � U a LC) 00 J LPL. . . Q N •N z UJ a U O U_ -- it J (n w LC) a) N N 0 cy > 04 p. H' LI ~ O 2 CDM L ri 00 LL O U _ Q(� 00 M T 5V Metal Panels over Underlayment on 19/32"c.d.x. plywood fastened as per nailing schedule CV Pre Engineered Wood Roof Trusses 24-o.c. Shop Drawings by i Others 12 See Connector Q6 Schedule Galv. Drip Edge Spray Foam over 1 x 3 p.t. Insulation (R-20) 10'-0" T.O.B. 5/8- d.w. O LL. 1 x 4 p.t. 2 x 8 R.S. Pine 14 Firestop Fascia Board w o U O LL 1 _6 Stucco Soffit Over Z J Two Course Perimeter High Ribbed Wire w Beam with (1) #5 Rebar Lath 0 M Ln c in each course, Filled Install one layer of 15# __ _I 0 with Grout felt to framing prior to installing wire lath 06 N 1 x 2 p.t. furring 8 x 16 x 8 W >+ � strips 24- o.c. CMU Typ -Q J with R4.1 Foil O 1; insulation Hardie Plank O 1/2 d. Siding with � #5 vert. rebar in \A 6 1/2- Exposure grout filled cell See Floor Plan U for Locations 4- 3000# Fibermix Conc. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill --\ 0.00' F. F. E. 0 #5 Vert. Rebar with 10- Hook and 30- Lap. Tie to Vert. Rebar In Cells t+l Grade drawn s.i. checked s.i. date 2/25/2020 scale (2) #5 as t,eted Rebar Job number 18062A Typical Wall Section sheet A-5 Ceramic Tile GENERAL ROOFING NOTES Alum. window frame corrosive resistant Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 Tapcon concrete Roofing to be composed of and attached to pre manufactured Al08.6, A108.1 1, All 18.1, Al 18.3, Al36.1, & All 37.1. Fiber mat reinforced 3/8" continuous bead of crews installed as wood trusses as follows: backer shall be used behind wall applied ceramic tiles in the tub caulk (back bedding) behind specified in window and shower areas and conform to ASTM C1325. Per Durock, -shim to prevent liquid passage manufacturers product Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and cement board exceeds ASTM C1325. 1 /4" approval end laps, fasten with coorosion resistant annular ring shank nails at 6"o.o. in laps and in staggered rows spaced 12"o.c. in field. struct. shi window sill If roof pitch is < 4/12 install (2) layers 15# felt. Gypsum Note set flange in continuous If roof pitch is 4/12 or greater, install (1) layer 30# felt. Gypsum board shall conform to ASTM C22, G475, G514, C1002, C1047 bead of caulk across the entire face of buck 19/32" plywd. sheathing or equal installed with staggered joints & GI clips, C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential perimeter caulk 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. code. Per USG, Wallboard conforms to C 1396. stucco finish All roof trusses are to be pre -manufactured assemblies provided by Gypsum Board & Gypsum Panel Products c a licensed wood truss fabricator with separate drawings and data c - prepared for actual project conditions by a Florida registered Gypsum board and gypsum panel products shall be applied Gunable sealants shall comply with a �° professional engineer certified for truss design. Any deviation from the proposed plans shown regarding placement or bearing shall at right angles or parallel to framing members. All edges and ASTM C 920 Class 25 grade or a ° be brought to the attention of the truss engineer prior to fabrication ends of gypsum board and gypsum panel products shall greater for proper joint expansion of the trusses. The truss manufacturer's certified layout shall govern occur on framing members, except those edges and ends that and contraction after fabrication. are perpendicular to the framing members. Interior gypsum precast board shall not be installed where it is directly exposed to cone. sill The handling, erection, and fixing of wood trusses shall be in weather or to water. accordance with the specifications contained on the certified mfgr's. drawings and data. Wall and ceiling gypsum board shall be fastened with screws Typical Precast Conc. Sill Detail spaced at 12-o,c. Screws for attaching gypsum board and gypsum All engineered headers and truss hangers to be provided by the panel products to wood framing shall be Type W or Type S in truss manufacturer. accordance with ASTM C1002 andshall penetrate thewood not Splitting or cracking of structural components due to installation of less than 5/8- inch (I5.9mm) Gypsum board and Gypsum panel hardware is not permitted. products shall be attached to cold formed steel framing less than 0,033" 0 mm) thick shall be Type S in accordance with 3/8" continuous bead of Unless otherwise noted, the installation of specified hardware shall ASTM C1002 or bugle head style in accordance with ASTM C1513 caulk (back bedding) behind conform to the truss manufacturers installation instructions and and shall penetrate the steel not less than 3/8" to 0.112- buck to prevent liquid passage standard practice. 0 mm 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 set flange in continuous BUCK ATTACHMENT NOTES insulated panles shall penetrate the wood structural panle facing bead of caulk across the not less than 7/16"o.c. (11.1 mm). entire face of buck AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS CBS TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 1/4" EMBEDMENT Gypsum board used as the base orbacker for adhesive application INTO C.B.S. SET A 6" FROM CORNERS AND AT 12"o.c. MAX. of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278, Use of water resistant gypsum backing board shall be permitted on ceilings. Water Min. 1 1/4" embedment AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH resistant gypsum board shall not be installed over a Class 1 or a - ° a ° at windows and min. 1 1/2' BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR'"T" NAILS" 4" FROM ENDS AND 12'"o.c. Class 2 vapor retarder in a shower or tub compartment. Cut or o a o -o a ° embedment at doors exposed edges, including those at wall intersections, shall be o n ow Q ° a sl. gl. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION sealed as recommended by the manufactuer. Water resistant °� o �Q c gypsum backing board shall not be used where there will be o, _"E ° a direct exposure to water, or areas subject to continuous high A. . n SHEATHING NAILING NOTES humidity. �.s "� mein n 1/2"" drywall �0� ° Nailing Pattern_ Cold Formed Steel Note Zone 1i 8d at 6"o.o: field & edges Cold formed steel framing supporting gypsum board and gypsum field Zone 2: 8d at 4'"0.0: edges. &fieldeld panel shall be not less than 1 1 /4- (32mm) wide in the p products _ dfield Zone 3: 8d at 4"o.a. & ges & least dimension. Non Load bearing cold formed steel framing stucco finish shall comply with AISI S220 and ASTM C645, Section 10. Load Pneumatic Nair bearing cold formed steel framing shall comply with AISI S200 perimeter caulk and ASTM C955, Section 8. 1 /4�� Pneumatic or mechenicaly driven nails will Attach p.t. bucks max. struct. shim be accepted under the following conditions: Wood Framing Note g with 8d coil nails at 12 caulk Min. nails size 8d or larger ring shank with o.c. attach as per Min. shank diameter:.113 Min. Length: 2"' Wood framing supporting gypsum board and gypsum panel products shall be not less than 2 (51 mm) nominal thickness Typ. Alum. window jamb or manufacturers Min. Head Diameter:.280 Full Round in th least dimension except that wood furring strips not less sliding glass doorjamb product approvals Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch than I- by 2- (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced Dote not more than 24"o.c. (610mm) j NOTE: Method of attachment and Gunable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or Gun nails shall be permitted as an Wire Lath Attachment same at poured concrete sill greater for proper joint expansion acceptable fastener from any manufacturer and contraction Wood screws meeu e same size requirement Over wood framing the paper Coat Bucks with LWM200 Waterproofing after they have been installed and Chaulked of n may be used in lieu of nails without comment backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached Window & Door Flashing Detail at CBS Wall Nailing Schedule horizontal framing members with 1.5- Includes Buck Attachment Method ROOF & FLOOR DIAGRAM roofing nails and to vertical wood Use sheathing with #8 gun nails at 6"o.c. framing members with 6d common nails or 1" roofing nails driven to g at supported panel edges and #8 gun penetration of not less then 3/4"" nails at 6'o.c. at intermediate supports. of an inch, or 1" wire staples corner bars at beam driven flush with the plaster base. (outside only) (2) corner ROOF SHEATHING TO GABLE END FRAME Staples shall have crowns not less o bars at footing (min.) Use #8 gun nails at 4' o.c. than 3/4" and shall engage not less 0 than three strands of lath and EXTERIOR SHEATHING penetrate the wood framing members N not less than 3/4-. The fasteners must Use #8 gun nails at 4"o.c, at panel edges penetrate the wood framing members vert. dowel lapped with and #8 gun nails at4"o.c. at panel top and not less than 3/4-. Fasteners shall be wall reinforcing, all all corner bars to be the bottom and 6-o.c. in field 7- o.c. max. laps 30" (min.) in grout same size, number, and filled cell spacing as eamhors,n n bars in footing, beams; and walls THRESHOLD NOTE At egress door (see floor plan) the max. hgth 2'-6" lap min. of the threshold shall be 1/2- Corner Reinforcing Detail 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: BOTTOMTOP SIDES Beams: 1 1 /2" 1 1 /21' 1' 1 /2" Slab on Grade: 1 1 /2" 1 " Structural Poured: 3/4" 3/4- _ Poured Walls: _ _ 3/4- Slabs exposed to the weather 3/4" 1 Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures- and the current _ACI Building Code 318- All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (RISC), 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 /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 sous 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. Provide one layer of 15# felt to framing prior to installing wire 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. U tY 00 W z Cs- NJ- M � C7 U LO "o w cfl 00 r J `Z LLC'4 .N Z _m W U uJ O J w LO rn eY � a--) 0 ~ > (� U M c0 to � N = o Z I _ 3 U d 04 LU r` cn 00 M T O Li m w bA 'o U L.t_ Z J ul o N J U 0 W > m O N U date revision drawn checked J s.l. date '.. 2/25/2020 scale as noted job number 18062A sheet A-6 BILE : OPY 9 a.c. (3) #3/0 (THW) copper and (1) #4 ground (THW) copper in 2 galy. conduit Panel: 200 A.M.C.B. 200 Amp 1 e, 3W 40 Circuit Panel 120/240 Volt disc. disc. 5/8- dia. x 10'-0- -11� long ground rod 3/4- copper water pipe Electrical Riser Dia ELECTRICAL LEDGEND RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS (3) #3/0 (THW) copper lO and (1) #4 ground (THW) T SURFACE MOUNTED LIGHT FIXTURE copper in 2 galy. conduit a SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE o UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS) O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN F.P.L. service (if overhead Wall service) CEILING FAN WITH LIGHT OPTION KN NN O EXHAUST FAN OUTLET Q CARBON MONOXIDE THERMOSTAT DETECTOR 200A meter DUPLEX OUTLET - SWITCHED ® DOOR CHIMES =Cc DUPLEX OUTLET SD SMOKE / CARBON o MONOXIDE DETECTOR 220 V OUTLET -f+ TELEVISION �f SWITCH yr THREE WAY SWITCH TELEPHONE aw (3) #3/0 (THW) copper �fY DIMMER SWITCH ] PUSH BUTTON and (1) #4 ground (THW) o copper in 2 galy. conduit NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F. am ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING F.P.L. service OUTLETS THAT ARE NOT GFCI MUST BE AFCI. (if underground TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE service) PHASE 15 & 20 AMP BRANCH CIRCUITS tie groun to footing Flood Light y 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. All conductors to be copper; all insulation to be THHN. Conduit as follows: PVC below ground, Rigid from underground to service box for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipent and disconnects, Typical. 6. Protective ratings shall comply with NEC 110-9 & NEC 110-10 7. Ensure panels have main disconnect at meter pack per NEC 230-70—A-1 Electrical Load Calculations 1910 Living S.F. at 3 VA 5730 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. # 1500 watts 1500 watts One Range 8000 watts One Dishwasher & One Disposal # 1500 watts each 3000 watts One Microwave # 2000 watts 2000 watts One Dryer # 5 kw 5000 watts One Ref. 1500 watts Two & Half Baths # 4500 watts each 3750 watts One Well / Irrigation Pump 1200 watts Water Softner 1200 watts Pool Pump 1500 watts Pool Light 100 watts Range Hood 1500 watts Total 38,980 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 11,592 watts Total 21.592 watts Two AC Heat at 100% 20,000 watts Total 41,592 watts 41,592 W / 240 V = 173.3 Amps Use 200A Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified Flood Light 3ool Equip. Location Flood {.}Light T U 0 00 O LU Z M Leo ILL Lcs 'N WbLO Q co a o r J LPL 04 • N Z _m d U M LLI Q .2 0 J to W In M N 4-) W > (� U . � LO O CV = OO Z r 00 ao U < LU CO i v _ co T 0 IL LU tIA ' i U C: O _o LL Z J LU to C W o LD N a� LU > U J � � N 0 (n U drawn .J. checked s.l. date 2/25/2020 scale as noted job number 18062A sheet A-7