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HomeMy WebLinkAboutBuilding PlansCast Crete Lintel Schedule All Reber to be #5. Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE. GRAVITY LOAD APPnED GRAVITY LOAD ALLOWABLE i UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE' UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 T-10" 1845 784 1 1133 501. 8F16-1B/1T L-10: 3'-10" 6113 1698 3079 1127 8F18-1B/1T L-2 7'-10- 6390 1140 2494 613 8F40-18/1T L-11 5'-5" 4360 231 2093 157 8FI6-1B/1T L-3 T-8" 5891 657 2322 407.,. 8RF38-1B/1T L-12 51-10" 4360 1077 2093 728 - 8F16-113/1T L-4 6'-8" 2661 156 1634 119 8F16-1B/1T L-13 4'-8" 4567 1468 1960. 993 8RF14-1B/1T L-5 12'-4" 1075 50 606 181 8F16-1B/1T L-14 4•-2" 5206 385 2635 109 8RF14-1B/1T L-6 8'-10" 1843 167 1133. 201 8F16-16/1T L-15 16'-6" 950 1.183 404 234 8F16-1B/1T L-7 3'-8"' 6113 771 3079 397 - 8F16-1B/1T L-16 4'-8" 6389 813 2618 290 8RF18-18/lT L-8 4'-6" 6113 237 2724 751 8F76-1B/1T L-17 17'-4" ` 1849 -:671 754 240 8F28-1B/tT L-9 4'-2"" 6113 1698 2724 1127-. 8F16-16/1T L-18 t1'-4" 1366 786 798" 726 '8F16-1B/1T -o o _ Future Generator and Well Pump on concrete pad Garage 13'-0"Oing. from F.F.E. 9 g Line of Ceiling Break Min. Beam depths shown, beams may be increased without comment HB At Lintels over 24' deep provide (1) #3vertical rebar at 24"o.c. along length of lintel 49'-8` 8„ 24'-0" 18,-0" T-9" 10'-3" 15'-2" 1'-4"' 15'-2- ON Garage I 9'-0"Cing. I from F.F.E. 1 L-17 I L-16 I � 3068 (2) 25 s.h. 1 ❑ i7 L-1 Egress 0 0 0 00----------------- - - - - - - °° - - - - - - - - - - - - - - - - - - IE L-15 L-15 0 5068 5'-0" 14'-2" 2' '" T-11" T-10" T-10- 5'-7'' 8'-10" 5'-8- 4'-5 Uh. 0 Bdrm. 4 Porch 0 9'-0" Ceiling 1i Carpet 9'-0"Cing. eD from FFE w o I v I 0 I £ .I E A -A.H.U. in o I ! Attic ^o 5'-3" 4'-10" RI I batt insul in Adi. wall M Stucco L-14 '� N 9'-0"' 3'-0" v i1 Ceiling Tileio Carpet N s 2668 00 o Pocket L2668 25 25 25 o"d 34 s.h. s.h. �1i L-12 s.h. ]Z4 48"'x 16'" s.h. • 2868 g _p O Q O O 3'-5„ 12,, 9„ 4,_6„ Fix. Glass N 1 _ Cing, L- 33 N 7O Tile L-9 L-10 L-9 ---- ----' d i---------- 0 L-11(D I `O N i dw i Tile " M o I I M N I Family Room I I 9,-0„ Cing. HB 3/12 Vault Ceiling from I I,_011 I I 00 2'-6" 4' " 5-6" 0 3'-6" 1'-8" T-6" 1 Tile `� II a N 5'-0" 12'-10"' 13'-61' Kitchen Pantry II b 1 I 20 I I I b Q L__J _____ _ 1'1'-0-Ceiling I Tile i 2 w--------- --- -----4 1 ; Tile s6a' 22.5 x 36 ---_- --g - g------- �_--------1 I Tile Bdrm 3 Access Cln . Ride with 1 I 'ci 0 25 s.h! Decorative Beam I 1 I I Range & v.t.r. 9'-0- Ceiling °' I � Exh. hood O h Egress Carpet I I r W m II I Co L8 Co 668 , 1 2 <o ih N 11 Pocket <o ❑ I 1 2668 l I Go 6 d 8'-6" F(OT 1 1 N Ref. v.t.r. O 6'-2" 31- o 3'-C 6'-0' 6'-4"' 11" 5'-8"' 11'" 1 Water I „ I i� Line trI 1�. 9,-0" 1 9 O g. Tile 1 � � � rc= Tile r p`b� ,`P � ° - - - - ❑ ❑ ❑ ❑ �60 0 D�`o�o I i:�-3" H34 s.h. L-7 0 ti 2668 2-8- F. I Dining Pocket ❑ ch Office - 11'-0"" i I V-0"Ceiling L2668 11'-0" Ceiling i Ceiling i& 12"Coffer 1E E 0 D i o Tile Tile i m Tile I 0 HB N Bdrm. 2 H34s.h. 0 3" ❑ 12'-0" T-8" I 12'-0„ I 8„ 4,-0" 4, 0„ 9'-0" Ceiling - - - - - 3;, °o Carpet o 12'-8" p p p p p © o Septic Hook Up 1 1 L_2 (2) 25 s.h. o E. L-2 (2) 25 s.h. I I I I Stucco Egress c I I r I I Ceiling 00 ❑ ❑ I �� 11-0"Cing. L-5 O I -4 I from FIFE I " 5-4" 4'-5"14„ 4'-5" 5'-4'1417 I1 (2) 25 s.h. Egress 1L-1 NE5 L-4 KIK-------- ------ ° ° ----- - ----__ a 10 x --------__ o 0 T-0" T-0" 4'-0- 4'-0- 6'-10" 10'-0- 10'-0- V-10" 2 14'-0- 8'-0" 33'-8"' 8'-0" 80'-0 Linen u 4'-10- :�,-I 112", 2668 9,-0" Pocket Cing, Tile I 30"Barn Door Master Bdrm. I 9'-0"Cing. with 12"Coffer Carpet 15'-0" I L-1 (2) 25 s.h. Egress 2'-8" NEW Nei L-8 24 s.h. Safety Glass L-7 H34 s.h. o a L-7 H34 s.h. JIM �fol� =101IIIIIIIIIIIII 4 Building Data Project Data N Occupancy Type: Group R Project Name: Foley residence V Construction Type: V Street Address: XXXX Number of Stories: One City: Ft. Pierce ~ Project Area: 4200 s.f. County: St. Lucie �. State: Florida N O '00� o Building Code L. Z M V 2020 Edition Florida Building Code: Residential U 'u_ cc 2017 National Electric Code NFPA 70bov� v . N 0 N co Scope of Work Design Loads 0) CL + N NNew one level CBS single family Roof Live Load: 20.0 ps.f. Q v residence Floor Live Load: 40.0 p.s.f. .. Wind Speed: 160 MPH .� I- ,o Wind importance Factor: 1.0 z CL L. Area Tabulation Building Category: 11 V w > O diving 2595 zi� Wind Exposure: C J �• 1n Garage 1071 Internal Pressure Coefficent: .18 Lu M Structure Designed: Enclosed Porch Entry 12 Soil bearing capacity: 2000 p.s.f. Total 4280 Cubic Volume: 23355 c.f. co o Flame Spread & Smoke Developed Index -Clo C) Q Insulation Flame Spread: Not to exceed 25 'c 'Cr Insulation Smoke Developed Index: Not to exceed 450 ' X: CDR00 Wall Finishes: Not greater than 200 U O ZUJ i Ceiling Finishes: Not greater than 200 0 Q Co Climatic & Geographic Design Criteria I T Weathering: Negligible Termite Area: Very Heavy s ... Safe Load Table Notes i 1. All values based on minimum A" nominal bearing. o Exception: Safe loads for unfilled U iiniels must ? w be reduced by 20% if bearing length is leas than ` 6'1/2". - 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. 01ne #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in unit® of pounds per tinier foot. 6. All safe loads are based on simply supported span. 7. Safe Ioad'ratings bored on rational design analysis per ACI 318 and AQI 830. o Q 0 YS rob x tqe O (1)regd, LL WenM Mp5 rebar � Nboeam ofbMl - c.v,ry � E-naae arou 8F16-1 BA T z co� z i rcinh.c.d LV O. r tel ww•s Q �7 5/8' �Nm&ca bye« Hahn' ,.w'. wo v, Lintel Type Designation LU C w I 0 e .0C J 0 J Installation Notes o �NW/ cn 1. Installation of U lintels must comply with architectural F- rY and/or structural drawings. N 2. Ulintels can be field out to the required length. = O 3. Cast in place concrete may be provided in composite U U lintel In lieu of concrete masonry units. 0 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco iv applied in accordance with ASTM C-926 or other approved coating. date revision 0 5. Concrete masonry units used in composite U lintel shall N be laid in a running bond. 6/1 /21 Wind Exposure Category 6. Shore composite lintels as required. 6/1/21 Changes per ' 7. U lintels are manufactured with a 1/2" long. notch at contractor 'o both ends to accomodate vertical cell reinforcing and a. grout. drawn a.I Composite U Lintel Materials checked s.I. 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 date inch aggregate and 8 to 11 inch slump. aiv2, Q 1. Reber per ASTM A615 Grade 60 scale 3. Concrete masonry units (CMU) per ASTM 090 with as noted minimum net area compressive strength = 1900 psi Job number 4. Mortar per ASTM 0270 Type M or S Msheet 2co s a A-1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILF Com�y LAM '�►Cc� C2{ , I F-2 2p F—_t .... t -- — -- ---- --F10 'v 4,_4„ 5,_8 5,-8„ 5'-8- 6'-0„ 4,_4„ 8„ 54'-8" 33'-0" Overall Slope for 114- c I Garage Dr- Q wl o 'v v _4„ slope 2" F-2 F-2 0 - ❑ I ❑• © <V - 12 F 2 2,-6„ 5,- „ o F I ;d- 1 1� M I 49'-8„ 8" � 24'-0" 8„ T-8„ 5'-0" o 18'-0" 31'-8"" 1'-4" 4'-2" T-2' 15'-2" 15'-2"" I 3-8 1 (14" o _ Slope for 4 2500# U i -4"" slope 2" Garage Dr. o i Fn conc. pad C Z cc �' 0 o F_1 . ❑❑ F-1 fl o F-1 °° ' I 1 F-1 F-2 18" x 16"" mono. footing 18- x 16" mono. footing with (2) #5 rebar cont. with (2) #5 rebar cont. and curb 8„ 4" to 6" 16„ 4,, • 16", 18" 18"• CURB MONO. EDGE FOOTING AT A°OEING F-3 F-4 8" x 8"mono. footing with (1) #5 rebar cont. Recess 4" at Shower 8 4„ 4,. l4„ 4" 8" 16", 8„ 18"" TYP. SHOWER THICKENED EDGE RECESS F-5 18" x 16" mono. footing with (2) #5 rebar cont. 8 "" 4 18" INT. STEP FOOTING V C CL N rnqtr �'L_ ( V w z M W i L .hD 2 00 J U� r Q Z ♦Z O UJ > 0 � � J N CD Q� W ''�^ VJ C W > (� F U a U'l LO C. �^ N ...0 LL UpZ N Q c ° I M I _ F12.. GENERAL FOUNDATION NOTES ■1 ❑ Cl) o I I s, n Concrete shall be a minimum of 4' thick over clean, compacted, iv (F-5 F_3 treated fill and 6 mil polyethylene vapor barrier. - 2'-0- �r X-10"" X-10"" T-10- 1'-8'" 4'-0 4'-3 5'-2 3'-1 r— If concrete slab contains 6"" x 6" 10/10 WWM provide 1 coverage M 1 in I — — ❑• a 4" 2500# n Concrete shall have at minimum compressive strength of not less O I I I c than 3,000 p.s.i. v v All 90%-hoo ks are to be extended 10 minimum beyond the turn. 1 F-51 24 x 24 x 18 m F-1 Field ben t � pad footing with o I ❑ bar diem 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 T I I diameters. (1) #5 rebar each - F_4 ❑ 1 way Minimum coverage for rebar shall be 3"� in footings and 1 1 /2"� in p Q p © Kill ❑ 4'-0- I 8"" - bond beams. Hooks may be rotated horizonitally if required to ;... F-5 F-5 .1 achieve minimum coverages. cli — — — — — — — — — — — — — — — ' P Rebar overlap shall be 48 bar diameters. 30" for #5 rebar Io The foundation design assumes that the soil has a minimum `� r load carrying capacity of 2000 p.s.f. -a " F-4 C h I bearing capacity ow 2000 s.f. This n the event the soil be c act. fags be! — I a g P Y P .1 foundation plan may be superseded by Foundation Design Engineer. 0 ;•.. em +J {� I Satisfactory compaction test of fill does not verify lower soils are LL (� -4" Y adequate. 1 W L W i.L F-1( All specifications and dimensions to be verified by contractor. C.) 40 O 0 All exterior slabs shall slope a minimum 1 /8"" per foot for drainage z Z V- W 4"" 3000# FI ERMIX CONC. i M LU 0 Q ON CLEAN, COMPACTED, OVER .006 APOR BARRIER t, ��A� p �+LJ 0 U ElI TERMITE TREATED FILL I . FORMWORK & SHORING Lu O w -� 0 o I No structural concrete shall be stripped until it has reached at least 80% of W the 28 day design strength. LLJ ASSUMED F.F.E. 0.00', d Q c) F-1 Design, Erection, & Removal of all formwork, shores, & reshores shall meet J Fill FIR meet the ACI Standards 347 and 301 > ILL f; e start o f construction. o cn „ � Contractor to verify all building setbacks riot to th I FY g P _ _ v ❑ I 24" x 24""x 18" 2 -6 3' 0 2' 6 I I A formboard survey shall be submitted to the building department for N 1 " approval prior to pouring concrete. 0 00 F-1 pad footing with 1 p C � (1) #5 rebar each — -- — -� o �- — - — way F-1 SOIL STATEMENT: 0 O O O RI d Foundation has been designed for a soil bearing capacity of 2000 p.s.i. i I I io Fill shall be laid in layers of 6 Each layer to be compacted to 95% 1 I F-1 L— J El compaction. 2'-6'" 3'-0 2'-6"" o ih F-1 If the contractor encounters, while digging the foundation, any `I I 1 date revision ❑ . i O t] II ❑ discrepancy to suggest the soil may be inadecuate, he must F-1 — — — — -- Timmediately report it to the owner and the Architect or Engineer Chan es per 0 1 F_1 • —1 I of ❑ ❑ F-1 ❑ ❑ so as to order a soil boring test. 6/1/21 g contractor N N ❑ ❑ ❑ ❑ ❑ . Dowel Rod Repair Note F1 P � � I � 3"" I 0 r v I I NI F-1 I — 3„ I In the event vertical steal has been omitted from the down L— — — — — — — — — — — — — — — — — — — — our locations, drill 5"" into concrete (no closer than 3 3/4"" o it ❑ I ❑ io j� from edges and 5' from ends of cap walls) Remove dust drawn 0 o F-5 0 0 o F-5 0 o I per manufacturers instructions and use Two part epoxy to aa. F-1 anchor the #5 rebar in place. Use either "Hilti C-100"` or checked Simpson Epoxy -Tie. aa. o - _3„ T-2"" 2'-11"" T-0"" T-11- T-2'" 3'-3" O date I 4/7/21 — — — — — — — M F-1 ? scale o F-1 En o F-1 I o I `' �A� c p as noted e� 0 L — — — — — — — — — — —�— — — — — — — — — — — — J ❑ 1'-11"" T-2"" 1'-11"" REVIEWED FOR job number N N M 003 1E� F-1 0 o F-1 0 o F-1 a o `� CODE COMPLIANCE sheet X-5" T-2" X-5- 18"" 9,-9' t4„ 8'-10„ 14„ 9,-9' 18' 2'-8"" 11'-0"' 2'-8' M COUNTY _ " ,_ „ 16'-4'" Foundation & Footing Plan sT. LucIE A-2 ,1 80 33 8 Ci 8 0 B o C 14 0 T-8" scale: 1/4"" = 1'-0"" I 80'-0", I I Front Elevation Scale: 1/4-= 1'-0" El El 1010 Right Elevation Scale: 1/4"= 1'-0" Rear Elevation Scale: 1 /4"= f-0" _—t Distance from Soffit to Window Head co _Roof Ridge h 18,_4- - - - T.O.B. - 13'-0- - - - T.O.B_ 11'-0" — _ T.O.B. 9'-0" — — Window Hid.`r -8 " F.F.E_ 0.00' Garage F.F.E. -4 0 W rn M V Z ILL to L4l CO) C1 .� Q 4 d 00 4) Q J UL n Q' d v � Z � a U V uJ , o `y N LID 0 N w v ''a� (n CU F- 1 CUC.) Qr W U15 . E N I— d Hy O T T� O Z Alum. window frame corrosive resistant Tapcon U LU cv concrete Q (n 3/8- continuous bead of srews installed as (a M caulk (back bedding) behind specified in window M shim to prevent liquid passage manufacturers product r approval 1 /4" struct. shi window sill set filange in continuous bead of caulk across the entire face of buck perimeter caulk- stucco finish Gunable sealants shall comply with ASTM C 920 Class 25 grade or a ° ° . a greater for proper joint expansion and contraction precast cony sill Protecto LWM200 Coating on Outside face and Janbs of Openings Typical Precast Conc. Sill Detail all Sides min. 8 Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked O O 3/8- continuous bead of LLQ caulk (back bedding) behind 0 buck to prevent liquid passage UJ L- W, U zC N Z t° set flange in continuous W bead of caulk across the LLI 0 tom,, .N entire face of buck p N CBS W, p W 4) °c H Min. 1 1/4" embedment O W U c .� ° a at windows and min. ' O J 00 ° n : 1 1 /2"" embedment at ° i+ d ( a, d v ° sl. gl. doors O N �0o.= JCOjj� a co 0 bo oy�v * m N ° .° 1 /2" drywall n`ciRm a U O stucco finish date revision perimeter caulk fi/1/21 Changes per 1/4" max. struct. shim contractor Attach p.t. bucks with 8d coil nails at caulk 12"o.c. attach as per Typ. Alum. window manufacturers drawn ' jamb or sliding glass product approvals sl. doorjamb checked S.I. NOTE: Method of attachment and Gunable sealants shall comply with date waterproofing procedures are the ASTM C 920 Class 25 grade or 4ni21 same at poured concrete sill. greater for proper joint expansion scale and contraction as noted Coat Bucks with Protecto LWM200 Waterproofing job number 21003 after they have been installed and Chaulked '. sheatl. Window & Door Flashing Detail at CBS Wall A-3 Includes Buck Attachment Method REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hiltirr C-100 or Simpson Epoxy Tie Epoxy 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 /4rr x 2 1/4" Hex Head Titan screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. 9 v d hnttnm nnrd hrnninp' 10'-0" Bottom Cord Lateral Brac Connector Schedule Bearing Truss Connector QntY' Connector Fasteners Truss Point Uplift ID Uplift 2 434 HETA20 1 1810 (9) 1Od x 1 1/2 26 1632 GRA 15 539 2 Ply 18 1875 HHETA20 1 2235 (10) 1Od x 1 1/2"" GRB 31 1868 HHETA20 1 2235 (10) 10d x 1 1/2" 20 1836 2 Ply GIRD 13 2436 HETA20 2 2500 (12) 16d 2 Ply 2 2033 HHETA20 1 2235 00) 1Od x 1 1/2" GRF 1 2629 MGT 1 3965 (1) 5/8"ATR with 12"min. emb.dmaM drilled and .Dozy and (22) 10d to tmss 8 3092 2 Ply GRL 4 2807 (1)5/9ATR with 12"min. embedment MGT 1 3965 drilled and epoxy and (22) 10d to truss 8 2517 2 Ply All other trusses ALL <1000 MTS18 1 1000# 04) 1Od x 1 1/2" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Supporting (4) 1Od Valley Framing <250# VTCR 1 370# Valley (3) 10d 1 1/2" Trusses Truss x Truss Bearing Point Locations are nL Sheets Provided by the Truss Manufi Attic Vents Calculatior GARAGE, PORCH, AND ENTRY Attic Area: 1685 s.f. / 150 = 11.2 s.f. 1 soffit area = 219 IS. x 1.5 = 328.5 s Venting Provided: 8 x 16 soffit vent: 85 sq. in. each ven 20 Vents along overhang = 1700 sq. it 1700 sq. in. / 144 = 11.8 s.f. Total Ventilation Provided: 11.8 sq. I r XUU i r r C211 n1 18 r iar 1 ST. LUCIE COUNTY Not to Scale BOCC U !�1 Q � N O M 1_ w Z v M J Lr_ Lr> co bLO U col r- 0 J Li Q ~ a U U Z w i O J C) O Q U) CU N > (UC) `wto Elv o i T N/, 3 co r 00 LL Z UJ r v Q ry M T O O LL U m LU i W U z N Z li C LU O 0 o U w c o Cn U w 0 Q UJ E Q J O c N H O� U) ::) O U Of date revision 6/1/21 Changes per contractor drawn s.l. checked $1 date 4/7/21 scale as noted job number 21003 sheet A-4 Ceramic Tile STRUCTURAL NOTES: GENERAL ROOFING NOTES Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous Roofing to be composed of and attached to pre manufactured Al08.6, Al08.11, Al 18.1, All 18.3, A136.1, & Al37.1. Fiber mat reinforced reinforcing 48 bar diameters or 30 in beams and in slabs. Lap wood trusses as follows: backer shall be used behind wall applied ceramic tiles in the tub bottom steel over supports and top steel at midspan. Hook Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and and shower areas and conform to ASTM C1325. Per Durock, discontinuous ends of all top bars. Reinforcing steel shall hate I end laps, fasten with coorosion resistant annular ring shank nails cement board exceeds ASTM 'C1325. a minimum of 1" concrete cover, or as follows: 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 BOTTOM TOP SIDES If roof pitch is 4/12 or greater, install (1) layer 30# felt. Gypsum Note Beams: 1 1/2- 1 1/2" 1 1/2- 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips, Gypsum board shall conform to ASTM C22, G475, C1 Slab on Grade: 1 1/2"" 1" - 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. FBC r C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential ed per residential Structural Poured: 3/4" 3/4" _ Poured Walls: 3/4'" code. Per USG, Wallboard conforms to C1396. _ _ Slabs exposed All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with separate drawings and data to the weather 3/4" 1" prepared for actual project conditions by a Florida registered Gypsum Board & Gypsum Panel Products _ professional engineer certified for truss design. Any deviation from shall Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication Gypsum board and gypsum panel products be applied at right angles or parallel to framing members. All edges and g g„ Concrete Structures"" and the current '"ACI Building g Code 318 of the trusses. The truss manufacturer's certified layout shall govern after fabrication. ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that All structural steel shall conform to current ASTM Specification A-36 The handling, erection, and fixing of wood trusses shall be in are perpendicular to the framing members. Interior gypsum All wood in contact with masonry shall be pressure treated or approved accordance with the specifications contained on the certified mfgr's. drawings and data. board shall not be installed where it is directly exposed to separating material. I weather or to water. All engineered headers and truss han r r ghangers to be provided by the All dimensions shall be verified in field by the .contractor. If there are truss manufacturer. Wall and ceiling gypsum board shall be fastened with screws any discrepancies the Architect or Engineer shall be notified before Splitting or cracking of structural components due to installation of spaced at 12"o,c. Screws for attaching gypsum board and gypsum proceeding. hardware is not permitted. panel products to wood framing shall be Type W or Type S in .accordance with ASTM C1002 andshall penetrate thewood not Tess than 5/8" inch (15.9mm) Gypsum board and Gypsum panel No slump over 5" shall be permitted for any structural concrete without Unless otherwise noted, theinstallation of specified hardware shall conform to the truss manufacturers installation instructions and products shall be attached to cold formed steel framing less the Architect or Engineer approval standard practice. than 0.033' 0 min) thick shall be Type S in accordance with All Design and Construction shall be inaccordance with the current ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8'" to 0.112"" American Concrete Institute (ACI), and the American Institute of':Steel Construction (A1SC), The Florida Building Code and all applicable it00N. (.1 mm to 3mm) thick shall be in accordance with ASTM 0954 or local codes. so DEGREE ovEaup 25" MIN. bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural Structural Concrete shall attain a minimum ultimate compressive strength insulated panles shall penetrate the wood structural panle facing (Fc') In 28 days as follows: HORIZ. TIE BEAM STEEL not less than 7/16"o.c. 01.1 mm). SEE WALL SECTION FOR STEEL REQUIRMENTS Column Footing and Wall Footing: 3000 p.s.i. Gypsum board used as the base orbacker for adhesive application Column and walls from foundation to roof: see column schedule. of ceramic the or other required nonabsorbent finish material shall All other concrete: 3000 p.s.i,. POURED CELLS WITH conform to ASTM C1396, C1178, C1278. Use of water resistant Footing sizes and reinforcing are based on allowable soil bee ng (1)#5 BAR CONTINUOUS gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or capacity of 2000 p.s.i. All footings shall bear in virgin soil. If his FROM BEAM TO FOOTING Class 2 vapor retarder in a shower or tub compartment. Cut or is not the case B the Architect or Engineer shall be notified b fore' proceeding with the work. 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 Timber (Heavy Timber Construction) direct exposure to water, or areas subject to continuous high (a) Truss manufacturer shall submit a signed and sealed shod g p humidity. 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 Cold Formed Steel Note structural components with hurricane anchors for wind uplift. Change in Bond Bear Elev. Cold formed steel framing supporting gypsum board and gypsum All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. panel products shall be not less than 1 1/4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing All bolted connections shall be 1/2" Cadmium plated or better. shall comply with AISI S220 and ASTM C645, Section 10. Load bearing formed framing comply S200 Lag bolts to be used in cold steel shall with'AISI only shear connections with minimum and ASTM C955, Section'8. 4"" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the Varies Woodthread Wood Framing Note diameter and shall not be hammer driven. I Under equal number of studs as girder Wood framing supporting gypsum board and gypsum panel frame bearing locatprovion plys at frame bearing locations products shall be not less than 2"" (51 mm) nominal thickness inch least dimension sx51mm)ntwood dimen Strips not less than 1" by 2' (25mm x 51 min) nominal dimension. shall be GENERAL REQUIREMENTS permitted to be used over solid backing or framing spaced not more than 24-o.c. (610mm) All work to be'as per the current edition of the Florida Building', Code and meet or exceed all applicable local requirements. Wire Lath Attachment 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 Over wood framing the paper identified here. backed wire lath shall be installed Owner is responsible for all municipal related charges sucfh as impact over One layer of approved plastic fees, and water connection, except building permit fees, w lch dare to be house wrap. Lath shall be attached included in the construction bid. horizontal framing members with 1.5" General contractor to check all drawings for errors and o mis�ions and roofing nails and t0 Vertical WOOd bring them to the attention of the architect prior to starting an work, or framing members With 6d common ordering any materials of the respective division of work. If such errors nails or 1 " roofing nails driven to and ommissions are not reported in writingto the architect, any resulting penetration of not less then 3/4" damages or costs shall be born entirely by the general contractor. Of an inch, or I" wire Staples Architect is not responsible for the contractors method or! meIns of driven flush with the plaster base. construction. Staples Shall have crowns not less is than 3/4" and shall engage not less General contractor to keep the site in a clean and safe out the course of construction. On building turnover, general state) through contractor to than three strands Of lath and clean all surfaces so as to be free of dust, grease, stains, ,scuffs, etc. ' penetrate the wood framing members 0:00'-1�- not less than 3/4" The fasteners must Unless otherwise noted the installation of specified hardware shall Bottom Cord of Truss p plate gyp. d.w. ids 24""o.c. ud Grade p.t. sill plate base d Hard Coil 12"o.c. max. conform to the manufacturers instructions and standard practice. penetrate the wood framing members not less than 3/4". Fasteners Shall be All plans and drawings are not considered complete until they have been Concrete 7" O.O. max. reviewed and approved by the St. Lucie County Building Depa ment corner bars at beam Foundation and the building permit has been issued. and only) (2) corner ' bars at footing (min.) EXTERIOR CEILING & SOFFIT NOTE Interior Wall Section 7/8" Stucco finish over 3/8- high ribbed galy wire lath fastened to SHEATHING NAILING NOTE S Non Load Brng. framing members with No. 11 guage nails with 1 3/4"" embed. with 3/8"" ve t dowel lapped with dia. head 6"o.c. max. edges to... be tied and nailed at 9""o.e. wall reinforcing, all all corner bars to be the Install one layer of 15# felt to framing prior to installing ribbed lath Nailing Pattern Nailing Schedule laps ao" (min.) in grout same size, number, and filled cell spacing as horizontial bars INTERIOR WALL FRAMING NOTE Zone 1: Sd at 6"o.c. field & 4'o.c. edges 8d ROOF & FLOOR DIAG:M in footing, beams, and walls Zone 2E & 2R: at 4"o.c. edges & field Zone 3: 8d at 4"o.c. edges & field Use shea thing wittl gill #6 n nails at 6"o.c. Interior non bearing walls to be 2 x 4 studs 24"o.c. at supported pane{ nails at 6"o.c. at intermediate edges and #8 gun supports. Spruce, Pine, Fir (SPF) #3 Grade lumber or better Nai ls as PneumaticROOF or metal studs (25 Ga.) Crimper may be used in (GABLE lieu of screws. Pneumatic or mechanicaly driven nails will SHEATHING TO END FRAME 3 be accepted under the following conditions: Use #8 gun nails at 4"o.0. X BUCK ATTACHMENT NOTES` w Min. nails size 8d or larger ring shank with Min. shank diameter:.113 EXTERIOR SHEATHING, AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH Min. Length: 2" Use #8 gun nails at 4"o.b. at panel edges x TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. Min. Head Diameter..280 Full Round and #8 gun nails at 4"o.o. at panel top and t a SET AT 6" FROM CORNERS AND AT 12" o.c. MAX. Min. Ring Diameter .012 over shank dia. bottom and 6"o.c.''in field Min. 16 to 20 Rings per Inch AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH Note z a BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS O OR ""T"" NAILS" 4" FROM ENDS AND 12" o.c. Gun nails shall be permitted as an USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION acceptable fastener from any manufacturer 000 Wood screws meeting the same size' requirement be in lieu 30FLapmin. THRESHOLD NOTE may used of nails without comment At egress door (see floor plan) the max. hgth. 3 3 3 I ---- 2E ( 3 I— — — — — — 2R I 2E 2R 2R i 2E 5 5 I 2R 4 4 — 'Ab_ aA 3 I 2E — — — 2E I 3 5 5 3 3 I I I I f 4 4 Wind Zone Walls 2E 2R I I I I I I 3 3 I 2E \ \ I 2R ( 1 I 2E �I I \ 2R \ 1 I � \ � I I \ 2R \ ;2E 2R2E I 2R 2R 2R / I 2R2R 2R / 1 1 33I2E /1 I\2R 2R2R2R \ I2E 12R 2R ( 2E /2E2E3 2E2E 2R 2R 3 2R I / \` I Roof Wind Zones 3 3 I 2E 13 3-- L----- —�-- 3 3 2E 3 3 scale: 1 /8"= 1'-0 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. DOWEL P.T. 2 x 6 AT (3) SIDES OF ;A OPENING, FASTEN TO BLOCK /a AS NOTED. DOOR SIDES 1/2" x 6"" REDHEADS WITH MIN. 2"" x 1/8"WASHER 12"'FROM ENDS AND 16""o.c. MAX. DOOR HEAD 1/4" x 2 3/4"" TAPCONS STAGGERED 24"o.c. of the threshold shall be 1/2" Corner Reinforcing Detail Garage Door Buck Detail 30 YEAR FIBERGLASS SHINGLES OVER PEEL AND STICK UNDERLAYMENT OVER 5/8"' C.D.X. PLYWOOD SEE CONNECTOR SCHEDULE PRE ENG. WD. TRUSSES 2'4""c.c. ALUM. DRIP EDGE ON IX2P.T.ON2X6, FASCIA STUCCO SOFFIT WITH VENTS AT W-0'"o.c. ALONG GARAGE, PORCH, AND ENTRY LEVEL RETURNS BY TRUSS MFG. TWO COAT STUCCO FINISH OVER CBS GRADE .r 12- 5 ( R20ICYNENE SPRAY FOAM INSULATION FIRESTOP (2) COURSE BOND REBAR FILLED WITH GROUT EACH COURSE WITH #5 VERT. DOWEL him IN GROUT FILLED CELLS 3/4" INSULATION FIRESTOP 4- 3000# FIBERMIX IJ LLF-1 ON CLEAN, COMPAJ TERMITE TREATED I Typical Wall Section ONC. \RRIER TED, ILL 0 U) � 0 00 L. Lu M Z �LL b.0 (6U •w in N a Zt6 y d o W v O IX U o _J, o Lu -FJ Q� > CU /b r- �t Lu • i CV H et I cr. C. Z co LU 3Q LM L M 0 0 LL t6 U +J C7 o Z N C UJ LL Lu 0 2 -) U, o Lu 0 J O N O v Cr. date revision 6/1/21 Changes per ---1,.__,-- A-5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B6CC 1 1 /2" 2- v.t.r. LA 2"II v.t.r. �y I i 2" v.t.r. I Lr PLUMB NOTE S: ES 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 re 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 asp 6f 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. PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass I Attachment Method Buildin Rated g Product Rated Number Type Design Pressures Design Pressures Head 6"max. from corners & 13"max. o.c. Jambs: 6-max. from NOA: 17-1212.21 S.H. Windows 7700 Lawson Impact corn rail &�3""each rs 10"max. o.c. above meeting rail & 9"o.c. below meeting side of meeting rail.. Use 1/4"" Tapcon with 1 1/4" +38.7 -50.5 +/-60.0 embe ment into concrete NOA: 17-1212.13 Picture Window 6200 Lawson Impact 6"ma Sill. . from all corners & 12"max, o.c. along Jambs,, Head, and se 1/4-Tapcons with 1 1/4-embedment into concrete. per clip w edment into concrete + 34.4 -37.8 +/-68.0 FL#: 15532.1 Mullion Alum. Tube Lawson Impact (4) 5/16"Tapcons +38.7 -50.5 +/-125.0 Head and Sill: 5.75"and 11.75 from corners & 12.75"max. o.c. NOA: 18-0503.06 French Door 2200 Lawson Impact Jambs: 5"max. and 17"o.c. max. o.c. Use 5/16- Tapcon with +34.4 -37.8 +/-76,0 1 1/ " embedment into concrete. 6"" from corners & 14.5"o.c. at Jambs. Head and Sill 3' and FL#: 20468.4 Swing Doors Fiberglass Thenma-Tru N.A. 7" from centerline. Use 1/4" Tapcon with 1 1/4�" embedment +34.4 -37.8 +/- 50.0 into concrete 6" from corners & 14.5"o.c. at Jambs. Head and Sill 3" and FL#: 20468.12 Swing Doors Fiberglass Therma-Tru Impact 7- from corners & centerline. Use 1 /4" Ta :on with 11 /4" +34.4 -37.8 +/- 50.0 embedment into concrete Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number, Design Pressures Design Pressures FL#:5444.1, Roofing 3 Tab Certain Teed 1 1/4" long roofing nails (6) per shingle -45.0 > -100.0 FL#: 15371.1 Overhead Door Hurricane Master D.A.B. Doors (1) 5/16"" x 1 51(8"Lag I Screw Full Tree Head at 11"o.c. +20.4 -22.7 +48.0 -52.0 824 /811 Self Adhering FL#: 9777.7 Underlayment WeatherLock Owens Corning -45.0 -142.5 c3 Ci : 1n '' N ix 00 L_ w I � V Z 'M ILL (0 co w O �h .N 0 IlaLD 00 04 0 J 'UL h Q � � N .r U m � Z U w I� O N ;0 w '+J VJ (� U If � w rnfI . LO i.'� N LJ� r p �z 00 U .-4 '� Q 0 NCU L.L M !T 1n ^ J �i �I I I O LL O U ca w w U UZ jo Z w 'L� w p .. UJ cn 0 <j w LU I0 J O fn U � Ury O Ii date revi�ion 6/1/21 Changes per contraC or it drawn checked s.l. i data 4/7/21 scale as noted ' job number j 21003 sheet A-6. 0 (3) #4/0 (THW) copper and (1) #2 ground (THW) copper in 2 galy. conduit Panel: 200 A.M.C.B. 200 Amp 1,0, 3W 40, Panel 120/240 Vok disc. 5/8" dia. x 10'-0" long ground rod 3/4"" copper water pipe Wall Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code O3. Calculations and panels below are for sizing conduit and overall M 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 (3) #4/0 (THW) copper for exterior lights on building; AC, MC, or EMT conduit elsewhere. and (1) #2 ground (THW) copper in 2 galy. conduit 5. Ensure min. 36" clear between equipment and disconnects, Typical. Smoke detectors wired to 120V Bathroom lights F.P.L. service 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 tie ground wire to footing rebars Electrical Riser Diagram Electrical Load Calculations 2595 Living S.F. at 3 VA 7785 watts One 20 Amp Appliance Ckts. 1500 watts Two Laundry Cir. @ 1500 watts 3000 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 Two Ref. @ 1500 watts each 1500 watts Four Baths @ 1500 watts each 6000 watts Water Heater 4500 watts Well Pump 1250 watts Septic Hook Up 1500 watts Total 45,035 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 14,014 watts Total 24,014 watts One AC Heat at 100°% 10,000 watts Total 34,014 watts 34,014 W / 240 V = 141.7 Amps Use 200A Service Septic Hook Up �l Gr%-rQrr.el I r-nrl=Kin -lO RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS I SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE � OVER CABINET FLUORESCENT FIXTURE IlrJl RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION O CARBON MONOXIDE �`\ v & SMOKE DETECTOR EXHAUST FAN OUTLET O MOTION SENSOR THERMOSTAT ON SWITCH �p70000qq $ DUPLEX OUTLET - SWITCHED t_J DOOR CHIMES =ct DUPLEX OUTLET $D SMOKE DETECTOR 20 220 V OUTLET -I* TELEVISION -( SWITCH THREE WAY SWITCH -Q TELEPHONE yr DIMMER SWITCH ❑� PUSH BUTTON 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 GFC1 MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS IN FIELD WITH CONTRACTOR Future Generator and Well wp Pump on concrete pad db gfi t3 C Q N N 0 00 LJJ Z M L L co d' y�y MM N U ^N, W W Q i U_ a LO 00 J L.L Q � ~ d U ICU U_ Z W O o .J O W LU � W J V J CU NF- > (UU >wM.EIv �r- ~ ca = _O o CU00 o Z U N LLJ _ CU Q CD T O U LL LL1 L L1J v U N Z 7 uJ Lu O 2 � o C) N c = -- U) w O U w O U E O --I O Ll- F- rY U O U Er date revision 6/1/21 Changes per contractor drawn s1 checked S.J. data 4/7/21 scale as noted job number 21003 sheet A-7