Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Plan
601PLUJed Fauno9 elon � '1S 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 -0- ❑• L-11 L-11 1 V-0" 161011 ---- -- ° °------------ --- ! I ❑ ' Bdrm.3 L_ 1 Concrete j Porch Patio 25 Casement 8'-0"Ceiling L-10 10'-0"Cing. CD L-10 Egress from F.F.E. a � I I Line of 2nd 0 Level above I IU41-) N---- 0 0HB� 0 - --- -- -- oo 0 00 0o • • 00 011 Ell 0 N _ L_9 0 o-- 5068 v T-4"1 10'-0" Cing. 4'-4„ Soffit for `a --�—� ----- N O 0 N ing o A.C. Chase L— " I Range &- o Clog. f I Exh. Hood •� 0 Above Bottom of a t Soffit at oo Kitchen 6040N f -- 10'-0"Cing. R co -4068 °'ng O Great Room dw L-8 N O 19'-8"Ceili I ng ! � I 0 Bdrm.2 Built In 8,_0., clog. I � d I❑ CO 0 Line of 2nd p d L-1 8'-0"Ceiling © Level above -O / Ref. 25 Casement 11'-0"" 'v 6'-4"" 2 "' I 4' 4"" T 12'-0" ! 2'-8"" 4'-0"' 3'-4"' 2'-4"" , E ress g n water ❑ 8,-01 = line HB N 0 2868 Cing. ° UD + Wall Girder. Brng. LOAD WALL Built In 4 x 4 PT Brn . Clmn. i LOAD BRNG. -N on C.B.S. wall at 10'-0"" (2) 2 x 12 Header 5068 - — WALL 0 0 (2) 2 x 12 - -- — --- 086 sc Header Well ❑ ' I V-0"" 2'-6- 4'-10" T-4" T-4- T-4- 16- a 7'-4- 1 10'-0" Pump Workshop ! I 8'-0" Cing. I Line of I I Landing I M Dining 8'-0"'Cing. R.A.G. 0 10'-0-Cing. p c from F.F.E. m ! N Line of 2nd 1 �% coN Lnd above °' ❑ L-14 — — -evel O a.h. 8:-0," Clog. Bollard— --- --- ---- ------- —� --- l ; UP I A.C. Cord. Line of 2nd Level d --- 0 E O O 0 above 0 O v.t.r. Built In El L_7 35 0 T , l_ — — 0 Rail Handy by HR 0 0 EO L-2 0 S 1 F. '� 2'-2" o wh co m -� 19'-8" Built [n o 3068 inO Clog. 5'-4"" T-4" o 0 ❑ I� O Bollard o L-4 0 • ❑ T-10"" 5'-4"" hSl 00 Conc. o M Hin 0 0 Pad p 13'-2- 8'-2" 22.5 x 54 R11 Batt insulation in L-5 o i 00 d E. v L-5 I Attic Access) all adj. walls I I I M ih 19'-8"Clog, io �, h Ladder L I I I from F,F.E. I 1 d —with 0 0 o 0 Garage 0 0--- ___ 0 0 1-6 0 8'-0-Cing. ofrom F.F.E. N W 00 'v I (V 0 0 21'-4- HB L-3 16070 overhead o0 0 0 0• -4- Ground Level Floor lian Scale: 1 /4- = 1'-0" 2'-0- I 4'-8" 1 2'-0- Building Data Occupancy Type: Group R Construction Type: V Number of Stories: Two Project Area: 3012 s.f. Building Code 7th Ed. (2020) Florida Building Code: Residential 2017 Ed. National Electric Code ASCE 7-16 CID N CID zn 34 HR Safety Glass L-7 Area Tabulation 1 st Living: 1461 2nd Living: 673 Total Living: 2134 Garage: 622 Porch: 218 Entry: 38 Total: 3012 Project Data Project Name: Myers residence Street Address: 2115 Keen Rd. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New two level CBS single family Total Cubic Volume: 24,729 residence 38'-0- Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Hand & Guardrails: 60.0 p.s.f. Wind Speed: 160 MPH Wind Exposure: C Wind Importance Factor: 1.0 Building Category: II Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. 19'-0- 19'-0" L-13 25 Casement Egress Master Bdrm. Built In "Im AC Chase 10'-0""Ceiling [4:-C N Soffit 5'-4"" 15'-0"" 11'-6"" 0 0 T 5 7 Open to Below 5068 N m 10'-0'" 19'-8-Ceiling v 1 Cing. 10'-0- Cing. T-4„ T-4- 4'-4- t 2," 38-Tall Guardrail with Verticals 4'o.c. max. oco Do co N 00 co co N 10'-0'" 9?66 Clog.v1 Built In 22.5 x 36 3'-4'" T-4"" 16- o Access bb C N--- N Q. Shelf LL 36"'x 60" 0 10'-0"" AC Chase Cing. o T N o 0 Tub Unit 8'-2" 9'-10 Oo Game Rm. 2668 -1 10'-0'"Ceiling o l O m 0 ". DWN 19'-8"" 0 0 00 0 0 2 x 8 Studs 25 Casement 37-x 63- 16"'o.c. with Egress L-13 J Cing. R19 Batt Fix. Glass Insulation 0 0 0 I T711 44-x 63- L-13 o Fix. Glass 0 0 0 0 °° L-7 4'-3"" 4'-3"" 5'-4"" 5'-7"" 8 �t 19'-8"Cing. Second LevO =iA: Plan Scale: 1 /4- = 1'-0- 496i1 ,46 8t. Lyme Cau my permitting 5- 0 -T 6 fV M v M y'v m ` qq C4 w =f z c�a C7 t LJ- o co €, ;fir) U to "' oa .-, C14 ?: o iu Z ,. w Q w ...,::.; U) In I w r rT Q w LO C3 00 u O 0 c*4 ¢ LLJ r` r„ 00 —1 s U U c) J a" LL :1 7.) 13 a) 1 "Z 2 2© ( -?5 VIEWL-D FOP 0P E C 0 M P I AN E�E 'y F r � C a ;,c Y date I revision 12/5/21 2nd Level C.B.S. 2/24/22 Wind Speed & Wind Exposure drawn 81 checked $1 date 11/29/21 scale as noted job number 21013 sheet A-1 Roof Plan Scale: 1/8- = 1'-0- is Calculation s.f. / 150 = 15.6 s.f, required. 144 Lf. x 2.0 = 688 s.f_ Venting Provided: 3"cont. soffit vent at 9 sq. in. per linear foot 344 linear feet of overhang at 9 sq. in. per ft. = 3,096 sq. in. 3,096 sq. in. / 144 = 21.5 s.f. Total Ventilation Provided: 21.5 sq. ft. 3 1 2E 1 3 1 1 —� 3 I I 3 F 3 1 2E 1 3 -- ------- -- 3 I 13 2R1 I I ————-----r -- —— — — - 2E I 2E I I 2R / 2R I 2R 2R 2E 1 v 2R / I 2R 3 3 2E i I 3 3 / I ------�------------------- s----I -- <\ 1 j 2E 2R / I I 213 1 2R 2R �� I �� 2R 2R I � I 1 // I 2E /> <\ 2E 2R 1 \ -- 2R \\� 2E 3 \\may 1 I 2R 2R 3 j 2R / 1 2R /�� 2R I I I 2R �� l I I // 2R I 2E 3 I 2E 2E----J 2R I -----1 -- 1 3 3 1 — — — — — 2E 1 2R 1 1 3 1 3 3 1 I----- 2E 2E1 I 1 2R 3 1 2E �2R 2R� 12R 3 1 1 1 1 2E I I 1 1 1 4' 4' I I 1 2R —I---1-3 2E I i 1 �\\ 3 i 3 1 2E 13 �// 2R 2R \\� 2E I , goof Wind Zones 2R 2R I Scale: 1/8" = 1'-0" //��\ 3 3 31 2E j3 Wind Zones - Walls 26'-0"—R90f Ridge_ 0.00, F.F.E. -Truss Brng_'E- _Window Head T.O.Flr. Truss Rear Elevation Scale: 1/4" = 1'-0' 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. 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. ahv er os 20 . ei "art t>m rr r nke abut -v Composite U Lintel Materials 8F 16-1 B/ 1 T 1. Grout per ASTM 0476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. o�aer or usj 2. Reber per ASTM A615 Grade 60 om�ai ,an., ar mn �Zh 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi Lintel Type Designation 4. Mortar per ASTM C270 Type M or S Cast Crete Lintel Schedule T.O.B. _ 10,-0„ Window Head 8'-0" , F.F.E 0.00' Truss Brng. —,�- 19'-8" Vindow Head A�_ 17'-8" 0_B. _ 10'-0- T.O.B. _ 8,_0," F.F.E � 0.00, All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6- 6113 467 2724 337 8FI6-1B/1T L-2 4'-8- 6389 336 2618 213 8RF18-18/1T L-3 1T-4" 1326 252 520 192 8F20-1B/1T L-4 5'-2" 8060 250 3277 150 8RF22-1B/1T L-5 4'-8- 5365 150 2290 100 8FI6-1B/1T L-6 6'-0" 3480 150 1880 100 8F16-1B/1T L-7 5'-10" 6036 267 3295 205 8F24-1B/1T L-8 T-6- 5681 435 2571 293 8F24-lB/1T L-9 T-8" 3129 250 1640 150 8RF22-1B/1T L-10 10'-0" 1533 372 914 308 8F16-1B/1T L-11 10'-4- 1533 179 914 136 8F16-lB/1T L-12 12'-4"" 1838 350 962 250 8F24-1B/1T L-13 4'-6" 8672 467 4292 337 8F24-1B/1T L-14 14'-6- 2245 550 823 350 8F24-113/1T Min. Beam depths shown, beams may be increased without comment At Lintels over 24" deep provide (1) #3 vertical rebar at 24"o.c. along length of lintel L-12 & L-14 Set Bottom of Lintel at 8'-0"a.ff. r—a IL N ® 00 :i,v. o- W Z a M <>1 � J LL LO co c, bO N UCID •N LU � lip co N a Q J B- r Q r H U cu z a EF w O p > r,Y W LO 0 U) C N — b CU .n r.,. C O Z 00 .,...... _. W 04 r, cn - /wry revision 12/5/21 2nd Level C.B.S. 2/24/22 Lintel Schedule drawn S.I. checked s.l. date 11/29/21 scale as noted job number 21013 sheet A-2 19'-8- R30 Batt Insulation 1 /2r" 1 x 4 p.t._ Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each Course #5 vert. rebar in grout filled cell See Floor Plan for Locations 1/2" d.w-.\ 1 x 2 p.t. furring strips 24"o.c.--\, R4.2 Foil Insul. 3/4- T&G Plywood Glued and Screwed to Floor Trusses. 1 x 4 p.t. 4" o.c. at Edges and 6-o.c. in Field-\ 9'-8 (1) MTS18 with (14) 10d each Floor Truss to Ledger T.O.B. 8'-0 Pre Engineered Floor Trusses - 24" o.c. 1/2- d.wJ 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each Course 1/2" d.w, #5 Vert. rebar in grout filled cell See Floor Plan for Locations 1 x 2 p.t. furring strips 24"o.c.---N R42 Foil Insul. 0.00' 1 — F.F.E. Pre Engineered Wood Roof Trusses 24"D.C. Shop Drawings by Others See Connector METAL ROOF PANELS OVER Schedule PEEL & STICK- UNDERLAYMENT OVER 19/32- CDX PLYWOOD 12 4 SEE CONNECTOR SCHEDULE 12 PRE ENG. WD. 4� TRUSSES 24"c.c. GALV. DRIP EDGE ON Ix3P.T.ON2x8 See Typical WaysclA Q Section for Eave� Specs. STUCCO SOFFIT WITH - 3- CONT. SCREEN VENT Two Coat Stucco Finish R30 Batt Insulation 1 x 4 P.T. FIRESTO 1/2"D.W. (2) COURSE BEAM 8x16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS � TWO COAT SMOOTH 1 x 2 P.T. FURRING 24-o.c. 8 x 16 x 8 STUCCO FINISH CMU Typ. Two Course Grout Filled Beam with (1) #5 Rebar in each course GRADE a� c � E EL (2) 2 x 10 p.t. Ledger fastened to Grout Filled CBS with 1/2- dia. 8"Long Titen HD with 3- x 1/8- Washer 24"o.c. Staggered BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT IN EACH COURSE R4.1 FOIL INSUL. OVER FURRING 1/2- GYP. D.W. 1 x 4 P.T. FIRESTOP 3000# CONIC. FOOTING WITH (2) #5 REBAR ' 4" 3000# FIBERMIX CONC. • OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, — TERMITE TREATED FILL Typical Wall Section scale: 3/4" V-0" Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector Schedule 12 R30 Batt 4 Insulationl I� Precast Lintel 1/2" d.w. Singlehung Window (2) 2 x 8 Top Plate -J with SP8 at each stud (6) 10d x 1 1/2- 1/2" d. R19 Batt Insulation 8 X 16 X 8 2 x 8 Studs CMU Typ. ,6""°.c'N Typ. Two Level Wall Soction 2 x 8 Sill Plate with SPH8 at each Stud (6) 10d x 1 1/2- Fasten to Floor - Truss with (2) 16d 24-o.c. 3/4- T&G Plywood Glued and Screwed to Floor Trusses. 4-o.c. at Edges and 6-o.c. in Field-\ 1/2" Pre Engineered Floor Trusses 24" o.c. Scale: 1/4" V-0- Right Elevation Scale: 1 /4- = 1'-0" See Typical Wall Section for Eave Specs. 5/8" c.d.x. plywood fastened to studs as per nailing Schdl. House Wrap over Plywood Three Coat Stucco - over paper backed wire lath (Smooth Finish) FLOOR TRUSS TO CBS HETA16 at 24"o.c. with (9) 1Od x 1 1/2" FRAME WALL ATTACHMENT (1) MTS18 at 16-o.c. with (8) 10d x 1 1/2 to sill plate and (12) 1Od x 1 1/2- to floor truss. Strap to bend over plate E)(terior Frame Wall Detail 1/2- gyp. ` 1/2- drywall 2 x 4 plate 1/2" gyp. d.w. R11 batt insulation Garage 2 x 4 studs 16-o.c. 2 x 4 p.t. plate fasten with 8d cased hard nails 12o.c. wood base 0.00' F.F.E. See oo ng Details Adj. Wall at Garage . -------\ See Typ. Wall Section 1 /2"d.w. 1 x 2 furring I6-o.c. on Girder provide R1I Batt insulation along wall girder-\", 1 /2-d.w. IL J Pre Eng. Roof Trusses 24"o.c. MTS16 Fastener See Connector Schedule Truss Brng. 19'-$"" Three Coat Stucco over Paper Backed Wire Lath over One Layer of Tyvek House Wrap over 5/8"'c.d.x plywood, fastened as per Nailing Notes to Girder See Roof to Wall Flashing Detail Pre Eng. Roof /— Trusses 24-o.c. RECENED g tucie Aerm.#�� ory Precast Lintel 1/2" d.w. Singlehung Window (2) 2 x 8 Top Plate -J with SP8 at each stud (6) 10d x 1 1/2- 1/2" d. R19 Batt Insulation 8 X 16 X 8 2 x 8 Studs CMU Typ. ,6""°.c'N Typ. Two Level Wall Soction 2 x 8 Sill Plate with SPH8 at each Stud (6) 10d x 1 1/2- Fasten to Floor - Truss with (2) 16d 24-o.c. 3/4- T&G Plywood Glued and Screwed to Floor Trusses. 4-o.c. at Edges and 6-o.c. in Field-\ 1/2" Pre Engineered Floor Trusses 24" o.c. Scale: 1/4" V-0- Right Elevation Scale: 1 /4- = 1'-0" See Typical Wall Section for Eave Specs. 5/8" c.d.x. plywood fastened to studs as per nailing Schdl. House Wrap over Plywood Three Coat Stucco - over paper backed wire lath (Smooth Finish) FLOOR TRUSS TO CBS HETA16 at 24"o.c. with (9) 1Od x 1 1/2" FRAME WALL ATTACHMENT (1) MTS18 at 16-o.c. with (8) 10d x 1 1/2 to sill plate and (12) 1Od x 1 1/2- to floor truss. Strap to bend over plate E)(terior Frame Wall Detail 1/2- gyp. ` 1/2- drywall 2 x 4 plate 1/2" gyp. d.w. R11 batt insulation Garage 2 x 4 studs 16-o.c. 2 x 4 p.t. plate fasten with 8d cased hard nails 12o.c. wood base 0.00' F.F.E. See oo ng Details Adj. Wall at Garage . -------\ See Typ. Wall Section 1 /2"d.w. 1 x 2 furring I6-o.c. on Girder provide R1I Batt insulation along wall girder-\", 1 /2-d.w. IL J Pre Eng. Roof Trusses 24"o.c. MTS16 Fastener See Connector Schedule Truss Brng. 19'-$"" Three Coat Stucco over Paper Backed Wire Lath over One Layer of Tyvek House Wrap over 5/8"'c.d.x plywood, fastened as per Nailing Notes to Girder See Roof to Wall Flashing Detail Pre Eng. Roof /— Trusses 24-o.c. RECENED g tucie Aerm.#�� ory 0-4 � N O00 W !6-. 0 LU z It -J ..J J U- LO r.0 , bo Uco LU Lc� m J L.L rN» <C 0 z o ry LU U) LO ULI d U) tti CD Lu °"M o�°' ~ � 1 ua N Z O ® co T 00 [L o z 1 CV < LLJ C/) 00 co r L U L Cis 0- U) as U Y � c 0 ®py$q {ry L L % pg yp@A v �G n "1. tf� E @M 4aY R CODE COMPLIMANCE 7 1 UCICOUNTY revision 12/5/21 2nd Level C.B.S. 3/9/22 DGRF Section DGRF Pre Engineered !� Wall Girder See the Truss Profile Pre Eng. Roof drawn Sheet in the Engineering Trusses 24""o.c. J. Package from the Truss Manufacturer for DGRF checked Specifications As per Connector s.i, Girder to Bond Beam Schedule date with MGT fasteners see 11/29/21 Connector Schedule See Typ. scale Wall Section ` as noted Truss Bring.job Y 1 0 —0"" number 21013 " Girder Brng. on 1 '2 d.w. sheet C.B.S. Wall beyond A-3 Section thru DGRF Truss _ -0" 0 o F-1 0] 11 --------I � F-1 0o F-1 °O o ❑ — —Elm — 1 ° I al o I F-11 iF-5 ih 3'-8"' 8'-4"' 4'-10'" 3'-10"" 4'-4" i CD IF-1 N I <O I ^ o I I I M _a " -4- 0 1 I ° o---o F-5 00 00 ..oEl F-5 0 0 o f LEI w — ---- 24- x 24- x t 6— —o — — 1 24" x 24" x 16" Pad Footing with Pad Footing with (1) #5 rebar 6-o.c. a' I (1) #5 rebar 6-o.c. each way ❑• each way I o I F-3 C f 0 IF-1 a I I 11UDI II 0 II I m F-3 I ❑ CD( 11'-10_ 6' 10" 2'-8" 4'-6" 16'-8' i T-6" n I 00 24" x 24' x 16" Pad Footing with I I I I I (1) #5 rebar 6" o.c. ❑• 4" each h way • .1 F_1I f (� M I IF-4I — — J 4"" 3000# FIBERMIX CONC. CO J I _ OVER .006 VAPOR BARRIER — d 4"2500# — — — — I F-4 ON CLEAN, COMPACTED, TERMITE TREATED FILL 0 F-1 O conc. pad I L — — — — Z 4 CID F -$- ASSUMED F.F.E. 0.00' i � v L h o I — F-5 L F-4 J N 0 — co v I 4'-0' 8 8 I 10'-10"" 2'-2- 8'-2"' 4'-9' 24'" x 24"" x 16"" F-1 o i] 24" x 24"" x 16" � ( Pad Footing with o. p Pad Footing with wa bar 6" o.c. � Q ea)ch5Nrebar —F-1 — ;N ❑ J each ❑ I 4"2500# I F 2I N L----- I o 0 0 0 0 0 conc. pad 0� F-5 I p I -4" za" x za" x 16- F-5 I F-1 o Pad Footing with (1) #5 rebar 6" o.c. I— — — — — _ I -1 U I each way M ❑• a F-1 1 o L— J ❑ � M o z I N v o ❑• F-5 00 y � 8 ' o o 0 0 0 a -4" 11 21'-4"" X-C 3' 4 "" 2'-1 ' 4'-6- 2'-1 " 2'-8"" 5'-2" N F-1�'0 JF-1 00 o o N F-1 0 0 ElF+2 co N I F42 in I N o l l o o I Slope for I o u, L------ -- Garage Dr. io --_J F-2_21 F-2 M E14 121 0 00 10 16'-0 Foundation & Footing Plan Scale: 1/4" = V-0" 3'-C WN 2'-0'" 1 4'-8" 10'-8- F-1 F-2 F-3 F-4 F-5 18" x 16" mono. footing with (2) #5 rebar cont. 18" x 16` mono. footing 18" x 16"' mono. footing and curb 8" x 8" mono. footing with (1) #5 rebar cont, 18" x 16'" mono. footing with (2) #5 rebar cont. with (2) #5 rebar cont. with (2) #5 rebar cont. 4"" to 6"" 8 4„ — 4„ 16" 4 16„ �-- 4„ 4„ 4„ 4 8 4, 14" 8"" 18 18" 18" 18" MONO. EDGE FOOTING CURB FOOTING THICKENED EDGE INTERIOR FOOTING INTERIOR STEP FOOTING AT GARAGE GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4- thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended 10- minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3- in footings and 1 1/2- in bond beams. Hooks may be rotated 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 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 FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4- from edges and 5- from ends of cap walls) Remove dust per manufacturers instructions and use Two part epoxy to anchor the #5 rebar in place. Use either " Hilti C-100" or Simpson Epoxy -Tie. 2" v.t.r. I i 1 ti " 1 1 /2- 2- v.t.r. � I I t I I i j Lay. Lowest living area floor elevation (refered as 0.00') to be 3". set by a professional land surveyor to the required building 2" department elevation, but not less than 18- above the crown W'c' of the road. FFj �(vd Shwr. \/ corner bars at beam (outside only) (2) comer bars at footing (min.) - vert. dowel lapped with wall reinforcing, all laps 30" (min.) in grout filled cell all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Rei17forcing Detail 3" 3" 3" Lay. 2- Auto n Vent " v.t.r. I i i SINK 1 2- i Lay. 2- v.t.r. 2" I JI� I 2" I I 2""2" N 1 Sink Shwr. I c o. � 2- Plumbing contractor to provide a water hammer &shut off valve at to sewer each fixture system Insulate all hot waier lines Plumbing Riser Diagram U rya Q � N 00 L �R �J w Z 't M u_ to bLO . N U UJ a L n Lo oo r- J 04 n •� Q r h � U ca Z LL a 0 J Cr LLJ O 1 E tt VJ cu N~ > (\� U w Q / ~ CU LO C to N = O s- C Z Qa CJO I..I... M r C.0 Y U.) .� N 0 s. n- COUNTY I OCC date I revision 12/5/21 1 2nd Level C.B.S. drawn $1 checked s.l. data 11/29/21 scale as noted job number 21013 sheet A-4 Zn nn nn HUC214-2 Hanger with (24) 1 /4-x 2 3/4-Titen 2 to GFCMU and 02) 1 Od x 3-nails to truss Allowable Uplift: 2015 lbs. Applied Uplift: 1106 lbs. Allowable Gravity: 5085 lb: Applied Gravity: 1785 lbs. 12-04-00 16-08-00 22-00-00 y 0 C M m M 0 C) Q� (� -n -n m m m -n -Ti -n n �� 0 m m m m m m X/ � C_L c_ � L rn n C) cs CP 0 '�. j W L CP W c ! CJ1F CJ 1 F - - — - CJ3F CJ3F -t- / -CJ3F CJ3F CJ5F of CJ5F a QI 0 6 o CJ5F o CJ5F ;' 0 ; o BH7F o 2-0 -0 0 CH'7F o BF 2- -00 10'-0" FLAT CLG C) o 2-0 -QO 8'-0" FLAT GLG CH9F BF I � 2-0 -00 1-0 -00 CH11 F BF - ----- -- — F G6 G6F -- N FT ao ---- - _ — - — ill 00 —^ - --- - \ 5750 lbs. Gravity Loadr21-00-00 '-GUM28-2-SDS 2-0-00 Use (•1) \- Han (6) 3/8""x 4" Q! FT er with G6F Titen HD anchors to GFCMU o o and (6) 1/4"x 2 1 /2'SDSd0 2-0 00 FT screws to Truss G5F Allowable Gravity Load: 8250# 25-08-08 2-0-00 0 -00 10'-0" FLAT CLG FT - _-- n G4F III, Ir() Typical (2) 2 x 10 Ledger 2-0 -00 j 4N m° 2-0 - 0 0 l FT See Typical Two Story Wall Z� G3F o Section. Top of Ledger at 2-Q(�-0a i 2-a QO 13-00-00 a FT I 9'-5`a,f.f. m - --- G2F o 2-0'-a0 ©j < 2-d -00 FT �� j G1F (2) 2 x 4 2-0(�-00 2-0 -00 FTGR1 stud under o (2)2x4 GHF 1 Q 00 stud under 2-0 -0d CJ3F FT1 G� fl 2 Q -dd ! FT6 2- -0d CJ1F D FT1A .--_— —_._ -_. _.—.— —.--.__—.. GH9F OEM W 2 0 00 2-0 00\ �� FT2 j of GH7F OD I 8-06-00 i 2-c -Qa4FT5 ! �� m a � { FT3 �, _ 4 ! 1788 lbs. Gravity Load I CJ5F n ---- . _- - a HUC214 2 Hanger with GMTF _ -� - - �, T- 1-d -OdA o (24) 1/4-x 2 3/4"Titen 2 `�to GJ3F GFCMU and (12) 10d xm FT4 3"mails to truss FGR1 2-0 -00 2-0 -00 -' Allowable Gravity: 50II5!bs. GJ1F A1F - - Al F 00 m m m C7 C� (7 9r r_ L < o o n n -n -n -n � i � 2-off-QQ — --- '--- AF N - — I 6 o j AF 2-0-00 2 0 00 \ j j o (o AF N CD _ N 2-d -00 AH13F 6 i HGUM5.25/16 Concealed a) Right with (8) 5/8"�x 5`Titen AH11F 0 c 2-0 00 �— HD to GFCMU & (24) 1/4�"x 00 2 1/2"SDS screws to Truss jA 2 Q -0Q o Provide SYP shim so truss is AH9F i tight in hanger. Shim to be full j depth of truss and be fastened 8'-0" FLAT CLG 2_ _d(} to truss with SDS screws 6""o.c. A AH7F each ply, o Allowable Uplift: 3150 lbs. 0 CJ5F CJ5F Applied Uplift: 2917 lbs- C) j Allowable Gravity: 7555 lbs. �7 CJ3F o CJ3F Applied Gravity: 3675 lbs. CJ1F CJ1F 4 0 0 M m m- m m m m m n 0 C) S 0 I 22-08-00 6-08-00 8-08-00 10-08-00 N ( ca First Level Roof Framing Plan 2 x 4 bottom cord bracing Bottom Cora Lateral Bracing 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. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Other specs, if different from above, have priority 5 s _ 0 0 �%y a L W C__a (St —4 (0 W 4A 3 C71 W _� z C_ C (.Q 4 (SI W I` � A A, -- - - --- - ---- -- -- - ---- - CJ 1 i ICJ 1 - - -- --I( CJ3 - _ CJ3 CJ5 CJ5 I j EJ7 EJ7 N N N I 9 I N I N ! N 1 N N f I N ! N N ra Iv V5-00-00 ® C:) 0 0 O (3 0 a I O I o I 1 c3 5-00-00 EJ7 I 1 9 I 1 I P I 1 I Y 0 P EJ7 0 4 O O O 0 C3 O O O 0 0 o 0 j EJ7 N. 'EJ7 EJ7 0 - EJ7 � EJ7 D N) O -- - - — a EJ7 0) o EJ7 r I co v -> ER � EJ7 ER EJ7 �\ a ( !EJ7 EJ7 ! EJ7 CJ5 O N x ! -n ° EJ7 CJ3 VT --I 2-0 0 EJ7 io MG P f CJ1 O O ---_ -- - o ,� ( c� CJ3 x ERK oI W (s, CJ1 - K m G�? 0"FIATCLG. LGR b c_ / (2nd. ! TORY) N1 CD o ------ c) ( ° C-)--- —�-- - -------- --- CJ3 - 0 1 - 1-0 -00 W CJ-, { _0 -00 N c) r—o m--- c� -�7 / 00 --- N H 5 cc Co CJ3 O o CJ3 0 CJ1 CJ1 0 'SA S 0 m f n m r_ C__ C) C C_ 3-06-00 _ 13-06-00 j, 7-04-00 4-08-00 Hatch Legend 8-0-0 PT. HT'" NO 10-0-0PT. HT". M PT Sill Second Level Roof Framing Plan u See Footing Details (2) Ply FGR4 (2) MTS16 Truss to Column with (14) 10d at each Strap — 4 x 4 PT Column ABU44 Post Base with (1) 5/8-x 6"Wedge Bolt to cone. and 02) 16d to column Interior Brna. Column Detail Brng. Point 8 at FC;R4 Truss a Missed Tie Down Strap Note R. 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 Titan screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1110 lbs. Connector Schedule Truss Bearing Truss Connector Qnty. Connector Fasteners Point Uplift ID Uplift (1) 5/8"dia. ATR drill & epoxy 16 3718 MGT 1 3965 with 12-min. embed. into bond beam and (22) 10d x 3"to truss DGRF (1) 5/8"dia. ATR drill & epoxy 2 Ply MGT 1 3965 with 12`min. embed, into bond 9 5587 beam and (22) 10d x 3-to truss HETA16 1 1810 (9) 10d x 1 1/2" KH 2 Ply 9 1326 MTS16 2 1980 (14) 10d x 3"per strap LGR 12 2460 (1) 5/8`dia. ATR drill & epoxy MGT 1 3965 with 12""min. embed. into bond 2 Ply 7 3163 beam and (22) 10d x 3"to truss All other trusses ALL <990 MTS16 1 990# (14) 10d x 1 1/2" to Frame All other trusses ALL <1810 HETA16 1 1810# (9) 10d x 1 1/2" to CBS Supporting (4) 10d Valley Framing <250# VTCR 1 370# valley Truss (3) 10d x 1 1/2" Trusses See Truss Manufacturer's Profile Sheets for Bearing Point Location Numbers (U Q. N N 0 M S_ uJ Z M J U_ (0 4A Cl) v � �N � w on. oo °r° ® J LL n Q i— cC U CU Z w a aD O V J� N w LO O 4-J W N ~ > M 0Q uJ ~ N = U O CD Z ,- oo Q LLJ W � 00 T W 0 0 RVIEV (r D FOR, f occ revision 2/25/22 Revised Roof Fram Plan for CBS Walls drawn S.I. checked s.l. date 14/29/21 scale as noted job number 21013 sheet A-5 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 Agrade 60 specifications. Lap continuous Roofing to be composed of and attached to pre manufactured A108.6, Al08.11, Al18.1, Al18.3, Al36.1, & 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 5/8" c.d.x. sheathing or equal installed with staggered joints and shower areas and conform to ASTM C1325. Per Durock, discontinuous ends of all top bars. Reinforcing steel shall have nailed to trusses with 8d corrosion resistant annular ring shank nails cement board exceeds ASTM C1325. a minimum of 1 " concrete cover, or as follows: spaced max. 6""o.c. throughout, except max. 4" o.c. at gable ends. BOTTOM TOP SIDES All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data Gypsum Note Beams: 1 1 /2"" 1 1 /2"" 1 1 /2"" prepared for actual project conditions by a Florida registered Gypsum board shall conform to ASTM C22, 0475, C514, C1002, C1047 Slab on Grade: 1 1/ 2" 1"_ professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall Cl 177, Cl 178, C1278, C1396, or C1658 and installed per FBC residential Structural Poured: 3/4" 3/4" _ Poured Walls: 3/4- be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern code. Per USG, Wallboard conforms to C1396. _ _ Slabs exposed after fabrication. Gypsum Board & Gypsum Panel Products to the weather 3/4" 1 " The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. Reinforcing steel shall be detailed and fabricated in accordance drawings and data. Gypsum board and gypsum panel products shall be applied with the ""Manual of Standard Practice of Detailing Reinforcing ""ACI at right angles or parallel to framing members. All edges and g g P g g Concrete Structures and the current Building Code 318- All engineered headers and truss hangers to be provided by the truss manufacturer. ends of gypsum board and gypsum panel products shall All structural steel shall conform to current ASTM Specification A-36 occur on framing members, except those edges and ends that Splitting or cracking of structural components due to installation of are perpendicular to the framing members. Interior gypsum All wood in contact with masonry shall be pressure treated or approved hardware is not permitted. board shall not be installed where it is directly exposed to seperating material. Unless otherwise noted, the installation of specified hardware shall weather or to water, conform to the truss manufacturers installation instructions and All dimensions shall be verified in field by the contractor If there are standard practice. Wall and ceiling gypsum board shall be fastened with screws any discrepancies the Architect or Engineer shall be notified before spaced at 12"o,c. Screws for attaching gypsum board and gypsum proceeding. panel products to wood framing shall be Type W or Type S in Wire Lath Attachment accordance with ASTM 01002 andshall penetrate thewood not less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel No slump over 5" shall be permitted for any structural concrete without Over wood framing the products shall be attached to cold formed steel framing less the Architect or Engineer approval. paper backed wire lath shall be installed than 0.033- (1 mm) thick shall be Type S in accordance with All Design and Construction shall be inaccordance with the current over one layer of approved plastic 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 (RISC), The Florida Building Code and all applicable house wrap. Lath shall be attached horizontal framing members with 1.5" 0mm to 3mm) thick shall be in accordance with ASTM C954 or local codes. roofing nails and to vertical wood bugle head style in accordance with ASTM 1513, Screws for framing members with 6d common attaching gypsum board or gypsum panel products to structural Structural Concrete shall attain a minimum ultimate compressive strength nails or 1 " roofing nails driven to insulated panles shall penetrate the wood structural panle facing (Fc') in 28 days as follows: penetration of not less then 3/4- not less than 7/16"o.c. (11.1mm), Column Footing and Wall Footing: 3000 p.s.i. of an inch, or 1- wire staples Gypsum board used as the base orbacker for adhesive application Column and walls from foundation to roof: see column schedule. driven flush with the plaster base. Staples shall have crowns not less of ceramic tile or other required nonabsorbent finish material shall All other concrete: 3000 p.s.i. than 3/4"' and shall engage not less conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted ceilings. Water Footing sizes and reinforcing are based on allowable soil bearing than three strands of lath and 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 this is not the case, the Architect or Engineer shall be notified before penetrate the wood framing members not less than 3/4"". The fasteners must Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be proceeding with the work. penetrate the wood framing members sealed as recommended by the manufactuer. Water resistant Timber (Heavy Timber Construction) not less than 3/4". Fasteners shall be 7" o.c. max. gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high (a) Truss manufacturer shall submit a signed and sealed shop 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. All wood members shall have a minimum fiber stress in bending Cold formed steel framing supporting gypsum board and gypsum 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 cold formed steel framing shall comply with AISI S200 Lag bolts to be used only in 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 Wood Framing Note internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder Wood framing supporting gypsum board and gypsum panel plys at frame bearing locations products shall be not less than 2" (51mm) nominal thickness in th least dimension except that wood furring strips not less than I" by 2"" (25mm x 51 mm) 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. EXTERIOR CEILING & SOFFIT NOTE General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, 7/8" Stucco finish over 3/8"" high ribbed gals. wire lath fastened to and all other cost related to the completion of this project., unless explicitly framing members with No. 11 guage nails with 1 3/4'" embed. with 3/8' identified here. dia, head 6"o.c. max. edges to be tied and nailed at 9""o.c. J Install one layer of 15# felt to framing prior to installing ribbed lath Owner is responsible for all municipal related charges such as impact 3 fees, and water connection, except building permit fees, which are to be INTERIOR WALL FRAMING NOTE included in the construction bid. W Interior non bearing walls to be 2 x 4 studs 24""o.c. General contractor to check all drawings for errors and ommissions and Spruce, Pine, Fir (SPF) #3 Grade lumber or better bring them to the attention of the architect prior to starting any work, or or metal studs (25 Ga.) Crimper may be used in ordering any materials of the respective division of work. If such errors lieu of screws. and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. BUCK ATTACHMENT NOTES CL Architect is not responsible for the contractors method or means of o AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH construction. o TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. SET AT 6" FROM CORNERS AND AT 12" o.c. MAX. General contractor is to keep the site in a clean and safe state through o 0 out the course of construction. On building turnover, general contractor to AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS` 4" FROM ENDS AND 12""o.c. Unless otherwise noted, the installation of specified hardware shall Step Flashing aloe Roof & Wall Inter: Underlayml Metal Roof Panels Roof Sheathit 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT, DOWEL P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES 1/2" x 6" REDHEADS WITH MIN. 2- x 1/8-WASHER 12" FROM ENDS AND 16"o.c. MAX. DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c, USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION conform to the manufacturers instructions and standard practice. Garage Door Buck Detail THRESHOLD NOTE All plans and drawings are not considered complete until they have been reviewed and approved by the Building Department Alum, window corrosive resistant and the building permit has been issued. frame At Entry door the max. hgth. of the threshold shall be 1/2- SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c, field & 4""o.c. edges Zone 2R, 2E, 2N: 8d at 4" o.c. edges & field Zone 3R, 3E: 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:.131 Min. Length: 2.5" Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6-o.c. at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4""o.c. EXTERIOR SHEATHING Use #8 gun nails at 4','o.c. at panel edges and #8 gun nails at 4""o.c. at panel top and bottom and 6"o.c. in field Bottom Cord of Truss Varies -- 2 x 4 top plate `1/2"' gyp. d.w. 2 x 4 studs 24"o.c. No, 3 Stud Grade 2 x 4 p.t. sill plate wood base Cased Hard Coil Nails 12"o.c. max. 0.00'—F,F.E, Concrete Foundation Interior Wall Section Non Load Brng. 3/8" continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shi set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish Tapcon concrete srews installed as specified in window manufacturers product approval window sill Protecto LWM200 Precast Coating on Outside face cone. sill and Janbs of Openings all Sides min. 8 Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Typical Precast Conc. Sill Detail Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked Grout filled CBS cell with #5 vert. 8x16x8 CBS Exterior Wall CBS Exterior Wall Stucco Stop Set 2" min. from Finished Roof 1 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. Brno. Wall Attachment Detail 3/8" continuous bead of caulk (back bedding) behind — buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS Min. 1 1/4"" embedment 0 w c ° ° . at windows and min. -0 Cd 1 1 /2"" embedment at c CD g 3 p co d: 4°° d sl. gl. doors �O o - E ° 00 00 ° �h� N .S -7V d d d "" o m - drywall 00 M L O C= 0_0MM ( .0 stucco finish J� I perimeter caulk Attach p.t. bucks with 8d coil nails at 12""o.c. Typ. Alum. window jamb or sliding glass doorjamb 1/4" max. struct. shim caulk attach as per manufacturers product approvals NOTE: Method of attachment and Gunable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked Window & [)oor Flashing Detail at CBS Wall Includes Buck Aftachment Method Galv. Cap 2" dia. Galy Pipe Set ballard 12" from appliance Galy. Collar (4) 1/4"" x 2 1/4J Typical Conc. Tapcons Foundation (2)2x4 TOP Pl. "r SP4 16-c.c. (6) 10d NAILS (2) 2 x 12 HEADE BOND TOGETHEI WITH 16d AT 6-o SPH4 AT E WITH (12) yltF ° Detail 4 AT EVERY STUD fH (6) 10d NAILS (2) MSTA18 (14) 10d NAILS x 4 STUDS ? x 4 P.T. PLATE T, ,t 77 „G ° y �( t ` pre engineered trusses 24"o.c,, 8 -0"- See Connector Schedule (2) 2 x 4 plate with SP4 with (6) 10d x 1 1/2"" at each stud 1/2" gyp. d.w. 2 x 4 studs 16"o.c. 2 x 4 pt. plate with SP4 with (6) 10d x 1 1 /2" at each stud ood base see footing detgiIs 1/2" dia. wedge bolt with 3"' x 1/8 washer 7"" embedment 24""o.c. Int. Brng. Wall Detail U N O00 L LU M Z J LL y� wJ o rI • � W N 00 d Q J LL r Q co 0 : F- m v c� z o W _ U 0 � _ 0 W \ ei ''•-J^ VJ ~ > e 0 W Q r- h°� -EJN T i /� O :V T Y� T 00 oZ N ..,.:�� Q '^ V J r` v 00 T �3 s ,x DILW NU £ L OUtAI T revision 2/24/22 Roof to Wall Flashing Detail drawn 5.1. checked sJ. date 11/29/21 scale as noted job number 21043 sheet A-6 PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures Head & Sill: 6-max. from corners & 15"o.c. Jambs: 6-max. NOA: 20-0401.16 Picture Window PW5520 PGT Ind. Impact from corners & 15""o.c. Use 1/4-Steel Ultracon screws to framing with 1 3/8-min. embedment with 1 "'min. edge distance +38.7 -48.5 +/- 50.0 Head: 8-from corners & 12""o.c. & (1) at center & 4""& 8-on NOA: 20-0406.01 Horiz, Sliding HR5510 PGT Ind. Impact each side of meeting rail. Typical at Sill. Jambs: 8" from corner +38.7 -48.5 +/- 50.0 & 19"'max. o.c. Use 1/4' Tapcon with 2-min. embed. & 2`E.D. Head & Sill: 4 max. from corners & 28 o.c. max. Jambs: 4-max, NOA: 20-0402.03 Casement CA5540 PGT Ind. Impact from corners & 12.67""o.c. Use 1/4-Steel Ultracon screws to framing with 1 3/8-min. embedment with 1" min. edge distance +38.7 -48.5 +/- 64.2 Use 1/4-Tapcon with 2"min. embed. & 2-E.D. to GCMU Double 6'" from corners & 14.25""o.c, at Jambs. Head and Sill 3" and FL#: 17184.2 Swing Doors Fiberglass Plastpro Impact 7" from center & 6""from corners. Use 1/4-Tapcon with 1 1/4-+38.7 -42.1 +/- 45.0 embedment into GFCMU. FL#: 17184,1 Swing Doors Fiberglass Plastpro Impact 6" from corners & 14.5'"o.c. at Jambs. Head: 6'"from corners Use 1/4" Tapcon with 1 1/4"" embedment into GFCMU. +38.7 -42.1 +/- 50.0 FL#: 15371.2 Garage Doors Hurricane Master DAB Dlag Door Company N.A.N A Bracket Angle (3) total 5/16" x 1 5/8" lag screws. (7) total +20.4 -22.7 +36.0 -44.0 824/811 Bracket T-0" height (1) 5/16" x 1 5/8" lag screws per bracket. Advantage #10-12 x 1.5 corrosion resistant pancake head wood FL#: 20484.2 Roofing Lok-II Union Corrig. N.A. screw along panel seam at 4.625"o.c. -45.0 -78.5 FL#: 9777.7 Underla ment y Weatherlock Owens Corning g N.A. 12 ga. 1 1/4"galvanized ring shank roofing nails thru 1 5/8"'Tin Caps -45.0 -142.5 Specialty 12"o.c. fr. )taii 8d cased hard nails U Q N CV 00 O LU Z M for Schedule J LL LO Co a Plate Attachment .� w i Lo N N 00 Q J LL CN . Q N t` v T.O_B U)f � _ - R 019'-8"" Uz W > o 0 > _ J U) LLI LO O a� > st j - - 17'-8"" (1) U) bD CU U Lu Q ~ U.) .� Lo N o = C) N U O oz 00 0cli ,:LU Q U) U 00 r1r CM - -0- 12'-4- T.O.B. _,;� 101-0- } to ate one. with 8d cased hard nails r C" 1 WIN date I revision 12/5/21 1 2nd Level C.B.S. drawn s.l. Checked s.l. date 11/29/21 scale as noted job number 21013 sheet A-7 / Master Bdrm. Fan & Light VP Built In /V \ �J \ Fan & Light Game Rm. 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 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 equipment and disconnects, Typical. Electrical Load Calculations 2134 Living S.F. at 3 VA 6402 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 One Ref. @ 1500 watts 1500 watts Four Baths @ 1500 watts each 6000 watts One Well Pump 2250 watts One Water Heater 8500 watts One Septic Hook Up 1500 watts Total 48,652 watts First 10 KVA at 100°% 10,000 watts Remainder at 40% 15,461 watts Total 25,461 watts One AC Heat at 100% 10,000 watts Total 35,461 watts 35,461 W / 240 V = 147.8 Amps Use 200A Service Open to Below I 1 I Second Level Electrical Plan Scale: 1/4" = 1'-0- (3) #4/0 (THW) copper and (1) #2 ground (THW) Wall copper in 2 galy. conduit n1J Bdrm. 3 Fan & Light Fan & Light Bdrm. 2 Workshop M 3w J p.c. in Attic I I — I I ------�J Garage ceiling mount GDO *gr, Meter E.P. wp gfi Septic Hook Up wp gfi —--- Built In _d_w Panel: 200 A.M.C.B. 200 Amp 1 id, 3W 40 Circuit Panel 120/240 Volt — a.c. First Level Electrical Plan disc. (3) #4/0 (THW) copper and (1) #2 round (THW) Scale: 1/4"" = V-0"" copper in 2 galy. conduit 5/8" dia, x 10'-0"" long ground rod 3/4"" copper water pipe F.P.L. service tie ground wire to footing rebars Electrical Riser Diagram Concrete Patio Porch Fan & Light //�-- wp gFi I00 L — II 1= \\ To Cing. I Fan Above Kitchen I To Recessed I Lights Above , f -- I I I dw I L4� I I I I swn d. I I I I❑ I , Great Room I , I I I Ref. I , I I , I � P. I w I � w I I � I I I I I I Light r ; Dining _� � I Built In / $�$ i db To Light at 2nd Level U a L. W Z M M J LL LO b.0 ' WO 1� t00 J L� 14 Q I— N U Z Lu LL o o et co VJ co ~ > COnee W Q r / F- LO C N CrUo = O 'U tow — ZN LU co T W /F-d L / > � U N / U- / � C N Y / ELECTRICAL LEDGEND aD T / . CV O RECESSED LIGHT WITH LENS (d EXTERIOR & WET LOCATIONS / OQ SURFACE MOUNTED LIGHT FIXTURE ---9--{ / SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE 7— q"9 RDI RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN k4"""�,�$5 q"it„ffi2 . M N n 1'y.r Y�`+M w� GY P F.. 5`0dam CEILING FAN WITH LIGHT OPTION S—F y{ CICE: CMUNTY O CARBON MONOXIDE DETECTOR O EXHAUST FAN OUTLET &SMOKE W-N" MOTION SENSOR date revision O THERMOSTAT ON SWITCH DUPLEX OUTLET — SWITCHED DOOR CHIMES DUPLEX OUTLET SD SMOKE DETECTOR 220 V OUTLET �} SWITCH -++ TELEVISION drawn yr THREE WAY SWITCH Q TELEPHONE S.I. 3W �} DIMMER SWITCH PUSH BUTTON checked o J. NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46— A.F.F. date 11/29/21 scale ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING as noted OUTLETS THAT ARE NOT GFCI MUST BE AFCI. job number TAMPER PROOF RECEPT[CALES MUST BE INSTALLED IN 120 VOLT, SINGLE 21013 PHASE 15 & 20 AMP BRANCH CIRCUITS sheet OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS A-8 IN FIELD WITH CONTRACTOR