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HomeMy WebLinkAboutBUILDING SITE PLANSREVIEWED FOR MPLIANCE ALU T. IE COUNTY FILE COPY C Ic Project Data Project Name: Reals Residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3959 s.f. Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Irdex: Not to exceed 450 Wall Finishes: Not greater than200 Ceiling Finishes: Not greater than 200 Area Tabulation Living: 2589 Garage: 500 Porch: 588 Entry: 282 Total: 3959 Total Cubic Volume: 28,622 :. ❑ --------------------------- .. --- -- ° °------- ---- - ---- - ---- . . ❑❑ --------------------------- 0 0 ______________ o 0 .,.... 0 0 I 0 I I o. a.. o = French El AL-% 6' cal 2880 I ' 2880 M 60" Tall CBS N 1 Master Bdrm. Pocket o Privacy Wall Porch L _g N 35 s.h. 0 10'-0" Cing. & 12" Coffer 26 0 L- I o ] 0'-0" Cln . 0 O 0 0 i g from F.F.E. 880 Pocket 36" x 60"n L_ I I -7 10'-5" 16'-0" 5'-2" Tub Unit 25 s.h. a o a I Q Safety Glass P o h.-1 L-6 French Nook I ❑ Temp. Glass10 w° w L-I 25 s: E A=cs .- • ❑ I I It}' a„ Egr ss 0 4/12 Vault Cing. 11 6„ Cing. on 44" Tall O---------------------- -- --- O O 0 Wall O 0 0 O O 0 Outside 12080 Pocket S.G.D.v Shower .Stub Out L _ I o I— ---------- -- I —J Rain Head o 0 Temp, Glass yry ^/ B dram. 2 � -----OWall � v-t.L,_L�. on 44" Tall - (-etling Temp. Glass on ll Tall268010'-0" Wyl Limits i 48" x 20" o of Vault I 10'-0" Ceiling Cing. UE Pocket Fix. Glass I 10C Transom Q — - — Iz 10'-0" 2480 10'-0„ Cing. I F-1" 3'-3" 14' 27-0" 3'-0" 3'-9" 2'- " 3'-6" F T-2., Cing. Pocket 10'-4" 0 0 N - i 2680 Great Room I d.w. I i Pocket I --- -- ---- ------ H B 0 _ m v 4/12 Vault Ceiling d' Range & e © (2)2x12 _Header— o y ° HB �� ° co Exh. Hood O.t. Apex of Vault Ceiling I �all ng.I rI,,,adCIA o Get — — — ----------- -- — — — — — — — — — — ❑ 10 N Kitchen L. a 2680 2680 v 4/12 Vault Clog, Pocket Clog. I I 2680 Ref. Garage l I I Limits of Vault ^ F eo I Ceiling cn i g 2 Odd water Line 10'-0" Clog. from F.F.E. � N I I p ❑� • 8" 5'-8" 5'-4" 2'-1" 8'-0" II II 2' 3" i i 30'-8" 3�_4n �_8,� 8,P 8, Header r Pantry B drm. 3 - Study at 96" I I I I o with Door with (2) 14" b 10-0" Ceiling ' g 10'-0" Ceiling Impact Side Lites Load 0 Wall 0 0 0 0 ------ 0 0 0 0 26 L_2 s.h, 26 s.h. I,-3 26 s.h. s.h. L 2 s. 11'-0" 12'-4" Ta Waterter Heater � Entry o 0 0 o O 10'-0" Clog. from F.F.E. M, 0 O 0 0 0 0 Kill 1R1F=t===1E110 26 s.h. Egress I -I L-I �6 sh I I KA-� L-I 0 26 s.h. L-1 26 HB I m s.h. ° -------- — --- ------ ° ---------------------- ° ----- ----- _ _ ----- -------------- ° M ---- Floor Plan scale: 1/4" = V-0" C T.O.B. l L-14 One Course Grout Filled B and B eam with (1) #5 Rebar 7� I 8x16x9 �I CMU Typ. #5 vert. rebar in grout filled cell Floor Plan g Ii Li ht Textured See II Stucco Finish II 1I All View Surfaces ' I � II #5 Vert. Rebar with 10" Hook and 30" Ilj Lapp. Tie to Vert. 111 Rebar In Cells II 1 III ' III o.00' III v 4 Grade �\ 2,/ 1 �\ Privacy Wall Detail A Emu APR i 01019 Permitting oepartment St. Lucie county U Ino on w O W � rh Z bA ' Q � •� - > U ct W Q O r Z2 V Q H � O M, ct r� N � [~ U� ci C� Q 00 M date revision Ql 4/8/19 Privacy Wall on Porch SCANNEa St 2u By drawn cieCounty s.l. checked s.l. date 1114/IJ scale as noted ^� job number �( I 18020 \' sheet A— 1 \ 55'-4" 4"_ 13'-3" P-4„ 13,_3, 1'-4" 5'-8" 2'-11" 3'-10" 10'l I V-10" 3'-6" 3'-11" 8" 3'-4" F-1 F-2 F-3 F-4 F-S 18" x 16" mono. footing 18" x 16" mono. footing 8" x 8" mono. footing 18" x 16" mono. footing 4" 7' 11 ° with (2) #5 rebar cunt. with (2) #5 rebar cont. with (1) #5 rebar cons. with (2) 45 rebar Cont. and curb I sin 4" to 5 1/2" 4" I 11" 7"craae 4 4" 4„ 4" 4„ 4„ � 11" 16" 16" 4" 4 F 18„ (3) #5 Rebar (3) #5 18" Rebar MONO. EDGE FOOTING CURB FOOTING THICKENED EDGE MONO. STEP FOOTING ENTRY &STEP FOOTING AT GARAGE 83'-4" 13'-3" 1'410'-3" 10'-6" . 2'-9" 1 1 2'-9" 5'-2" 2,_4„ 28'-0" V_4" Y_0,p 4P_4" 4,_4„ T_0,p 5,_0„ T_0" 0� F-I 00 0� F-1 00 F 1 O O 0 F-I 0 O o F-1 0 0 — — — — — — — ---- --- -- --------- ------- ------ -- — — — — — — -- I — --------- I I F-4 I I F-1 I I I F-1 1 l 1 M I o F-4 © 0 1 0 1 N ❑ © I 4 1 F-41 O 1 -----� p .. I I 1 a 0 0 o b O F_4 O F4 0 F4 IIII II ------- 'r------------------- 21/2Recess Jf —°—°— ----o— F-3 -4" 1I for for S.G.D. ❑ I I 8" I I I � I L----CIO J 4,_10, 1 8, 4" 2sooa cone. pad I 5'4" 15'-3" I o o I F-1 I I F-1 - 4" 3000# FIBERMIX CONC. OVER 006 VAPOR BARRIER I F-4---------------- I J C ON CLEAN, COMPACTED, q TERMITE TREATED FILL i i I ---- --------------------- �-2 I ASSUMED F.F.E. 0.00' I I I I I 0 N I I I 21'-6" I g, o m I I I I w, I I I I FF3 � I I II 1 �p Slope for Garage or I ❑ I 1 I 1 -4" Slope 1 1/2" 1 I F-1 I I I I I I I I I I I ❑ 1 r---------------------------------- ------------zJ I _� I I14„ O O F-4 0 01 01 E1 F-4 0 F-4 I I 4„ F[9 — I 1 I F 4 �� 8„ 21.2„ 2,_2„ 10 T T ;t 11_2 ❑ — — — — — — — — — — — — — — — — — — — -1 0 — — — — — — — — — — — — — — — — — — J F-I F-1 2'-7" 6'-l0" 2'-7" F-2 F-2 p p 0 0 0 o f I F 5L--- I I 1 p 5 O� I IS Ell FH F1 0 O F-5 0 1 F-5 0 _ F-5 p Foundation & Footing Plan scale: 1/4" = I'-0" 2" v.t.r. 2' v.t.r. I I � N 00 M a� a w W [n 7t 00 cv r` r U U Plumbing contractor to provide a water hammer & shut off valve at Q} each fixture r---1 F. Insulate all hot water lines W Plumbing Riser Diagram o N �U�z� CC$ n/ 00 M hh��1l �--I 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 ps.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 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 e 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" 10/10 W WM 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 U Z Q CA W F-i to :-I F-� date revision 4/8/19 Privacy Wall on Porch drawn s.l. checked 0. date 1/14/19 scale as noted job number 18020 sheet A-�/ 2 Smooth Stucco 8" Frieze Band Lap Siding Look Stucco over CBS 6 1//2" Exposure 4" Smooth Stucco Corner, Door, and Window Trim Front Elevation scale: 1/4" = 1'-0" lil lil lil lil lil lil lil lil ICI ICI ICI NOICI ICI ICI ICI Right Elevation scale: 1/4" = P-0" LEI oil MOR Ic ^ M zLn C7 � W Q w_ 0000 t` --- - -T.O.B. 10'-01, ^ CA Window Head > - 81-01, O � Q � E~ � O w � � >�� — - — - — F.F.E. 0.00' Deco. Non Impact Shutters, Style to be selected Q? H y r � Two Coat Stucco `1" O 00 over Paper backed rr���.. ^ wire lath over House F Wrap over 5/8" cdx R+ plywood 00 I I I l I I I I CBS Privacy � o w U C/� W _ .; Left Elevation scale: 1/4" = 1'-0" a v� U U Q V H Ll LL- Rear Elevation scale: 1/4" = 1'-0" date revision 4/8/19 Privacv Wall on Porch drawn S.I. checked s.l. date 1/14/19 scale as noted job number 18020 sheet A-3 FILE COPY Proiect Data Project Name: Reals Residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Floor Plan scale: 1/4" = 1'-0" Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3959 s.f. Q 1, 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 Area Tabulation Living: 2589 Garage: 500 Porch: 588 Entry: 282 Total: 3959 Total Cubic Volume: 28,622 U u-m po � LU n 0 Z Z a0� uz:3 ino JrW+ rvW. F Z W u~o�wc�ogu~U'i Cn z ada Q � •Oie OC J 6 O N w O Q Q ss4446tt.... a SA v ON ON m z t> L7 w 7t GQ v7 w a.i N p a�� t, •� 9COO U O � V Q � o O Q.� E- WLn dti CC E— r" N • r-� xoz CJ � ,� cc U r'l �Q 0� M W w U t� z —' w a� Q 7� 4) o va w v� U U z drawn checked s.l. date UI4/19 scale as noted job nwnber 16020 sheet A-1 d v 55'-4" -4" 13'-3" 1'-4" 13'-3" 1'-4" 5'-8" 2'-11" . 3'-10" 10"I 11'A0" 3'-6" 3'-11" 8" 3'-4" F-1 F-2 F-3 F-4 F-5 18" x 16" mono, footing 18" x 16" mono. footing 8" x 8" mono. footing 18" x 16" mono. footing 4" 7 „ 11 with (2) #5 rebar cunt. with (2) #5 rebar Cont. with (1) 45 rebar cunt. with (2) #5 rebar cont. and curb 7" g„ 4" t0 5 1/2" ^1 Q" 11" 7 Grade 4" 4„ 11„ 16" 16" 4" 4„ 8 181.1 • (3) #5 • K 1 g„ Rebar (3) #5 18" 18" Rebar MONO. EDGE FOOTING CURB FOOTING THICKENED EDGE MONO. STEP FOOTING ENTRY FOOTING AT GARAGE 83'-4" 13'-3" 1'4" 10'-3" 10'_6'p 2'-9" 1 1 T-9" 5'_2„ 2P-4" 28'-0" -4" 3'-0" 4'-4" 4'_4" 3'-0" 5'-0" T-0" o0 00 F-1 C o0 F-1 00 F-1 0 0 0 0 0 F-1 0 0 F-1 0 El 0 F-4 F-1 O M ❑ 9 o F-4 0 a 0 N F-1 o o F-4 • O 0 0 O F 4 O o O Mi O F 4 O F_4 0 0 0 2 1/2" Recess _4" for S.G.D. h ❑. p F-3 ? Y F-3 v 8" 4' 10" 8° 4 2soos v rnic. pad I 5' 4" 15,_3„ 3, 1„ • 0 N o F-1 F-1 M cn l 4" 3000# F13ERMIX CONC. OVER VAPOR BARrUER F-4 7 .006 ON CLEAN, COMPACTED, oo TERMITE TREATED FILL - b 2 ❑ h1 � �? ASSUMED F.F.E. 0.00' to 21'_6" 8" El M F3 Slope for Garage or 0 • 4' slope 1 1/2" 10 o F-1 �n 14" fill F4 F4 0 0 [Fill O 0 O [Fill O PF-4 -4" FF 4 _ a 8" 9 - N O v 20 El 0 2'-T' 6'-10" 2z-7° F-2 F-2 0 [nil 0 o F-1 0 0L F5 o 5 IF1FGII0 F11 IMF—0 Fri M O = F-5 E F-5 E _ F-5 p Foundation & Footing Plan scale: 1/4" = 1'-0" Plumbing contractor to provide a water hammer & shut off valve at 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 our 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 "Hilt] 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" 10/10 W WM 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 U �, cv 00 C. �z Q a WJ 00 •� W 00 r Q N � • r•I � N � o U Q E� � O w d� C7 O &I, ct t� Q.� d) yt� I� w to 7 �,� N •,moo xoz U O r--1 M W U C� z LL1 Q� Q d b � W I, r" w � U w o� LL1 j,� z drawn sJ. checked s.l. date 1/14/19 scale as noted job number 18020 sneer A-2 smooth Stucco 8" Frieze Band Lap Siding Look Stucco over CB.' 6 1//2" Exposure 4" Smooth Stucc Corner, Door, ar Window Trim 1 1 V11L L1V V LL L1V 11 be selected'rw ... scale: 1/4" = 1'-0" ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI I� ICI ICI Right Elevation scale: 1/4" = 1'-0" Rear Elevation scale: 1/4" = 1'-0" Left Elevation scale: 1/4" = 1'-0" U ^ M �rx w � z bA io o„ w D Q 8' o" U U Q 0 O sly/ M 0.00, Two Coat Stucco over Paper backed wire lath over House Wrap over 5/8" cdx plywood r� 1^� H Wd 00 U�ZN C� 00 ryI M W z � N c vs W � w U w 4-; drawn s.l. checked s.l. date 1/14119 scale as noted job number 18020 sheet A-3 Koot Flan scale: 1/8" =1'-0" Roof Wind Zones I x 4 bottom cord bracing 1 a-01, ri Wind Zones - Walls Bottom Cord Lateral Bracing Gab 2" d Pipe 10'-0-' Set bal from a Galv. (4) 1/4" x 21, . Tapcon one. tounaanon Bollard Detail 6" C.M.U. WITH CELLS FILLED I GROUT & (1) #5 VERT. EL 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 24"o.c, MAX. DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24 OR 5/8" x 6" Redheads with Min. 2" x 1/8" washer 12" from ends and 28"o.c, max. OR 1/4" x 1 1/4" min. embedment spaced at 7 1/2"o.c. with 1" O.D. washers spaced bottom anchor at 3 1/2" from bottom of 2 x 6 and top anchor at least as high as the door opening. Garage Door Buck Detail Grout filled CBS cell with #5 vat. 8 x 16 x 8 ........... CBS Exterior ...... I x 2 p.t. 24"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 24"o.c. Brng. Wall Attachment Detail 1/2" drywall 1/2" gyp. d.w. (2) 2 x 4 plate with SP4 with (6) 1Odx 1 1/2" at each stud gyp d.w. I halt insulation Garage 2 x 4 blocking at mid point of wall 2 x 4 studs 16"o.c. 2 x 4 p.t. plate with SP4 with (6) 1Odx 1 1/2" at each stud sealant under wood base sill plate -\ r 0.00'-$- F.F.E. (2)2x4 TOP PI ' SP4 16"c. c. (6) I Od NAIL (2) 2 x 12 HEADI BOND TOGETHI WITH 16d AT 6"( see footing 1/2" dia. wedge bolt details with 3" x 1/8" washer 7" embedment 24"o.c. Bearing Wall Detail Adj. Wall at Garage 4 AT EVERY STUD ITH (6) 1 Od NAILS IP & SOLE PLATE (2) MSTA18 (14) 1 Od NAILS .)2x4STUDS ? x 4 P.T. PLATE' Brng. Header Detail 5 V Metal Panels over 30# Felt on 19/32" CA'X. plywood fastened as per nailing schedule U Pre Engineered Wood Roof Trusses 24"o.c. ~ 00 Shop Drawings by ^ 7t Others w 12 See Connector Q6 Schedule z C7 0� Galy. Drip Edge d- Spray Foam over 1 x 3 p.t.�- w Insulation t0 •'� w W r 10'-0„ T.O.B. Q a �_ • •••1 cu E U 2 x 8 R.S. Pine z a� O l x 4 p.0 Fascia Board r Q U � Firestop \. / . ,..j E- 1'-6" Stucco Soffit Over ri1 Two Course Perimeter High Ribbed Wire w Lath Beam with (1) #5 Rebar U in each course, Filled Install one layer of 15# ✓� O with Grout felt to framing prior to Q� M installing wire lath I x 2 p.t. furring 8 x 16 x 8 strips 24"o.c. CMU Typ. with R4.1 Foil insulation Light Textured *� 1/2" d.W. Stucco Finish Qj #5 Vert. rebar in Lap Siding Look H grout filled cell Stucco Pattern on U r- See Floor Plan Front Elevation y w for Locations 6 1/2" Exposure p�xa 00 4" 3000# Fibermix Cone. #5 Vert. Rebar with ,---I U `� Z on .006 Vapor Bearier on 10" Hook and 30" Clean, Compacted, Termite Lap. Tie to Vert. Treated Fill Rebar In Cells 00 0 0.00'OILF.F.E. o Grade o � (2) #5 Rebar Typical Wall Section PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures Head: 2" max. from corners & (1) at center. Iambs: FL# 17499.1 S.H. Windows 185 SH MI Windows Impact 2" max. from corners & (2) equal spaced at each side of +38.7 meeting rail. Use 1/4" Tapcon with 1 1/4" embedment -50.5 +/- 55.0 into concrete Head: 6" max. from corners, (2) each side of meeting rail 17"o.c. max. at Head and Sill. Iambs: 6" from corners and FL# 15332.2 Sliding Glass Dr. Series 420 MI Doors Impact 17"o.c. max. Use 1/4" ITW tapcons with 1 1/4" +34.4 -37.8 +/- 40.0 embedment into concrete 5765 (2) Clips Top and Bottom. Fasten to Concrete with (1) FL# 15353.4 Mullion MI Windows N.A. 1/4" Tapcon with 1 1/4" Embedment in Concrete. 1" min. +34.4 -37.8 +/- 75.6 Impact Edge Distance FL# 15349.3 Fixed Glass 185 PW MI Windows Impact p 3" max. from corners and 13 1/2" max. o.e. all sides +38.7 -50.5 +/- 55.0 Use 1/4" ITW tapcons with 1 1/4" embedment into concrete 6" from comers & 14.5"o.c. at Iambs. 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 -42.1 +/- 50.0 into concrete FL#: 15371.2 Garage Doors Hurricane Master DAB Door Company N.A. Flag Bracket Angle (3) total 5/16" x 1 5/8" lag screws. (7) total +20.4 -22.7 +36.0 824/811 Bracket T-O" height (1) 5/16' x 1 5/8" lag screws per bracket. -44.0 Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 24221.9 Roofing 26 Ga. 5V Crimp Dynamic Metals #10-1 1/2" coorosion resistant fastener with sealing washers 8"o.c. along a comers & 16"o.c. in main field. Typ. at overlap & middle rib --- -243.5 w U v� z ct a� ^w oz w � � .ti � as z drawn s1 checked s.l. date 1/14/19 scale as noted job number 18020 sheet A-4 a 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 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 Reinforciniq 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 cutxent American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fe') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p,s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder 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 m impact fees, and water connection, except building permit fees, whi0h are to be included in the construction bid. General contractor to check all drawings for errors and omttllssions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #2 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at6"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. 518" c.d.x. sheathing or equal installed with staggeredjoints & 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 notpermined. 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 Nailin¢ 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 Nailine 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 o 1Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and y 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" Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1.5" roofing nails and to vertical wood framing members with 6d common nails or 1 " roofing nails driven to penetration of not less then 3/4" of an inch, or 1" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 7" o.c. max. Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, Al18.1, A118.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C 1325. Per Durock, cement board exceeds ASTM C1325. Gvnsum Note Gypsum board shall conform to ASTM C22, C475, C514, C 1002, C 1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gvnsum Board & Gvnsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12"o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 andshall penetrate thewood not less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (lmm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM CIS13 and shall penetrate the steel not less than 3/8" to 0.112" (1mm 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.l run). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum Feast 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" (51mm) nominal thickness in th least dimension except that wood furring strips not less than l" by 2" (25mm x 51tmn) nominal dimension shallbe permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) 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 Corner Reinforcing Detail all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls 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 h ° o at windows and min. ° 1 1/2" embedment at aOQ o ° ° sl. gl. doors �OwG 30y �+ ° ° ° 1/2" drywall stucco finish perimeter caulk Attach p.t. bucks with 8d coil nails at 12"o. c. Typ. Alum. wine jamb or sliding doorjamb `1/4" max. struct. shim caulk 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 LMS 200 Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method Alum. window frame corrosive resistant Tapcon concrete 3/8" continuous bead of stews installed as caulk (back bedding) behind specified in window shim to prevent liquid passage manufacturers product approval 1/4" struct. shim window sill set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish 'mot C a S Gunable sealants shallcomplywith I c ° H ASTM 9Class 25 mde si °' H greater f proper proper joint expansion and contraction precast cone. sill Typical Precast Conc. Sill Detail 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. .,ter n) iittw qumiryof%5 rebeP t bottom of lintel rF=filletl grout eviry pp width--, I 8F16-1B/1T 5/8" %5 reber at boaom omi"a1J rzbar atmp5� oflmtelamry hmeh Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM 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 Connector Schedule Truss Bearing Point Truss Uplift Connector ID Qnty. Connector Uplift Fasteners 2 634 HETA16 1 1810 (9) 10d x 1 1/2" 18 3198 MGT 1 3965 (1) 5/8" dia. ATR 12" embed. to Beam & (22) 10d to Truss GRI 10 1231 HETA16 1 1 1810 (9) 10d x 1 1/2" 2 821 HETA16 1 1810 (9) 10d x 1 1/2" GR2 15 2590 HTS20 2 2900 (24) 10d x 1 1/2" per strap 10 730 HETA16 1 1810 (9) 10d x 1 1/2" 1 1062 GR3 HETA16 1 1810 (9) lOd x 1 1/2" 8 1092 All other trusses to Frame ALL <1450 HTS20 1 1450 (24) 10d x 1 1/2" per strap All other trusses to CBS ALL <1000 HETA16 1 1810 (9) 1 Oil x 1 1/2" Supporting Valley Trusses Framing <250# MTS12 1 1000 (14) 1Oil x 1 1/2" Valley 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 spee's. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p1f. ) 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 allA.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, SEE TRUSS PROFILE SHEETS BY TRUSS MANUFACTURE FOR ALL BEARING POINTS, LOCATIONS AND DESIGNATIONS Cast Crete Lintel Schedule All Rehar to he 45 Grnrla Fitt min MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6" 8672 1459 4292 554 81724-113/11' L-2 7-8" 3486 558 1811 183 8F24-1B/1T L-3 T-8" 3129 558 1640 183 8RF22-1B/lT L-4 5'4" 5365 187 2290 57 8F16-1B/1T L-5 4'-2" 8060 1307 4409 410 8RF22-lB/lT L-6 19'-4" 1282 250 546 100 81724-113AT L-7 4'4" 8060 250 4409 100 8RF22-1B/lT L-8 5'-10" 6036 1264 3295 403 8F24-lB/lT L-9 Y-8" 8974 293 4853 87 8F24-lB/lT L-10 17-4" 1849 187 754 57 8F28-lB/lT L-11 4'-1" 6113 187 2724 57 8F16-1B/1T L-12 12'-8" 1075 187 606 57 8F16-1B/1T' L-13 9'-5" 1533 187 914 57 8F16-1B/1T L-14 12'-0" 1254 187 723 57 8F16-lB/1T L 15 14'-7" 1370 138 519 317 8F16-1B/1T. L.16 1l'-7" 1254 33 723 149 8F16-iB/lT 1,17 13'-4" 1838 1343 962 400 8F24-1B/lT Min. Beam depths shown, beams may be increased without comment At Lintels 24" deep or larger provide (1) #3 vertical rebar 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 ^ M w O R� 60 W j:� sic `° w p .�] 9 U U O Q F-^ O W O V, �U fir` F 00 r""lUo�r- Cl1r- 00 n/ M W U � z � W 4,i w W � W � .. U tYl W S.I z drawn S.L. checked s.l. date I/t4/19 scale as noted job number 18020 sheet A-S 5/8" dia. x 10'-0" long ground rod Me Electrical Load Calculations 2589 Living S.F. at 3 VA 7767 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 Water Heater @ 4.5 kw 4500 watts One Dryer @ 5 kw 5000 watts One Ref. @ 1500 watts 1500 watts 'Three Baths @ 1500 watts each 4500 watts Total 40,767 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 12,307 watts Total 22,307 watts One AC Heat at 100% 10,000 watts Total 32,307 watts 32,307 W /240 V = 134.61 Amps Use 200A Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified (3) 92/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit Panel: 200 A.M.C.B. 1200 Amp 1,9, 3W 40 Circuit Panel 120/240 Volt disc. Pool Sub Panel Prewire 3/4" copper water pipe 8'-0" Wall G (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service tie ground wire to footing rebars Electrical Riser Diagram ELECTRICAL LEDGEND RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN EXHAUST FAN OUTLET THERMOSTAT DUPLEX OUTLET -SWITCHED DUPLEX OUTLET 220 V OUTLET -W SWITCH *VT THREE WAY SWITCH 3W Flood Light SMOKE& CARBON MONOXIDE DETECTOR —44 TELEVISION TELEPHONE �. PUSH BUTTON iy} DIMMER SWITCH D NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CMCUITS Flood Lts. ci N 7t n 7t � W v z � 7t bA 00 9 U O � Q H � � � O � O v 1 M r� �L! [-1 xOz o0 00 M W C, V� z W N Q � 'd � w � w � � U U w "U rii V z 1—I In drawn s.l. checked S.I. date I/14/19 scale as noted job number 18020 Sheet A-6 I F., Proj ect Data Project Name: Reals Residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: H Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3959 s.f. Climatic & Geographic Design Criteria Area Tabulation Weathering: Negligible Termite Area: Very Heavy Living: 2589 Flame Spread Index & Smoke Developed Index Garage: 500 Porch: 588 Insulation Flame Spread: Not to exceed 25 Entry: 282 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Total: 3959 Ceiling Finishes: Not greater than 200 Total Cubic Volume: xxxx ---- ---------------------- -------------- -------------- ---°° -------------------------- ------ -------------- ul I iv French 6' iv 2880 iv L. O I 28 m N sh. Master Bdrm. P et �6�0 q N Porch c I 10 0 Ceiling 2880 iI i o 10'-0" Cing. Pocket 36" x 60" from F.F.E. 10'-5" 16'-0" Tub Unit -2" 5'-2" 25 s.h. g(D t�J 0 +�� LFrench Glaass 48" x 20" Nook Fix. Glass Transom 25 s.h. Egress N �` 0 4/12 Vault Cing. -0" 10' C�$• on an^Tans -------------------------------- r= = Wall 00 ------------------------------- 12080 Pocket S.G.D. >< �* Bdrm. 2 `0� era Glass C N ----- W;,,' al OW 10'-0" CeilingTall ��t; \� i G Lim is ofVa 1t I 10-0 --- - w - 2680 Pocket m u� io c \9 Ceil' i Cing� p yam/ 3��0' 0" 1� 10'-0" 0 2480 Cing. 8" -11 3'-5" art B 11'-1" 3'-3" 14 Y 2T-0" 3'-0" \t 3'-9" 2'-" 3' 6" 11 7, 2„ Cing. Pocket ]0'-4" 8" 0o fv r 1 I r rt 680 i ti cket Y 3 Great Ro I I --- -- ---- ------ C L-- I , L. c� ® v 4 t Ce' d. Range & 00 o v p �c4 N \l t l Exh. Hood 1 y o0 I { U 1D Apex q,\(a5�lt eiling N 0 00 } — — — — — — — — — — — _1,� ` I Kitcheq 1 2680 v 12 Vault�It v 2680 Pocket 10'-0" � (Jf Cing. 1Jt I 1 a � �` _ Ref Garage Limits _ I�, \8 \ I of Vault ; Ceiling M L M 2 water 0�0 Line 10'-0" Clog. from F.F.E. I 1 i? I \�dl G�� ` n 8 , n 5 -8 , n 5 -4 r , 2- r \�V 8 -0 \V* 2'-3 I 30'-8" T-4' �8" 21'-8" 8"I Header i i Pantry Bdrm. 3 at 96" 1 1 Study i i 3080 Door with (2) 14" d k 1 1 I Impact Side 10'-0" Ceiling �� 10'-0" Ceiling Lites 26 26 26 26 11'-0" 12'-4" s.h. s.h. s.h. s.h. Entry w.h. 10'-0" One. 00 from F.F.E. 26 s.h. 26 i i 26 26 Egress s.h. i I s.h. s.h. , I -- ----- ---------- -=- -- ----- ---------a- - ° --------------------- ---- - Floor Plan scale: 1/4" = l'-0" I�G r )< �l mil l U H 00 rn ., let M W U rO� V w 00 Q v 'r N c3z�0 U A � � o W a� � � ocon W U z .4 Q �Cd ^ ^C w W 4 a a vj U a z Un drawn s.1. checked s.l. date 927/18 scale as noted job number 18020 sheet A-1 Project Data Project Name: Reals Residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Floor Plan scale: 1/4" = l'-0" Design Loads Roof Live Load: 30.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: 11 Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Code 2017 Florida Building Code: Residential. 2014 National Electrical Code: NFPA 70 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3959 s.f. SY-4" 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 Area Tabulation Living: 2589 Garage: 500 Porch: 588 Entry: 282 Total: 3959 Total Cubic Volume: 28,622 Master Bdrm. 10'-0" Cing. & 12" Coffer 16-0" 0 �n -4 U c� /1 M T.O.B. x w � U aQ . coo W Q W o' r One Course Grout Filled Bond Beam with (1) #5 Rebar •� — > V w 9x16x8 N C) CMU Typ. Liz U #5 vert. rebar in grout filled cell See Floor Plan Light Textured H Stucco Finish L1 O All View Surfaces 7 � mow/ [4C� v #5 Vert. Reba, with Fry Hook and La rt.Lap. Tie. to Vert. RebarInCells r� �r F.F.E. Grade F-1 Privacy Wall. Detail REVIEWED CODE COMPL ANCE ST. LUCIE COUNTY BoCC REVI ION Contractor Copy W � CCS v � N O ct 00 yTy w U con z � w a� Q � yy � vi U U a y z yy By SCANN90 St. Luce County dace revision A 4/g/19 Privacy Wall on Porch A 5/30/19 L-6 Masonry Opening drawn s.l. checked St. date 1/14119 scale as noted job number 18020 sheet A-1