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Y7„ .15'-4" 9R'-A- 91'—d" 9,-n" Q,-Q" n, ,,,, k I `v - 1 T-6" 1 T-10" 6'-4- 6'-4" 5'-4" 14'-4" 6'-8" 16 16'-2" 4'-5" 10'-0" 3'-5" FL-13 72"x 16" tD 3'-6" 10'-10" 0 0 Ell 0 0 Fixed Glass E Cone. Paver Landing N co tV N El Oal French 2880 7! d °' L-11 d Closet o� ' 36"x 21" L-2 � L-16 H35 H35 L-14 L-14 10'-0"Ceiling Fixed Glass 0 0 0 ❑O O ._ _ _ _- _ � o I s.h. s.h. � ❑. Temp. Glass -------- L-10 — -- Attic Access 1 with Pull Down ❑ ❑` ❑' '❑ ❑. ❑, ❑. .❑ ❑ co --------------------- ------ — Enclosure HB Ladder L-4 °1 `�' o Porch HB ❑ 2 — — — — — — — — — I' ° r--r �? ..�..�..--� 1 Garage 26 N 10'-0"Cing. T-0' 2'-0" 11'-4" 2'-6" - r� l l s.h. L-3 from F.F.E. v 1 4 M a s l.e r 913 �.11 1� I 22 x 36 1 1 0 10'-0"Ceiling ^ O 10'-0"Cln �' g' (] o 1 co 1 Cypress Cing. oo Access 0 from F.F.E. ! o Conc. Paver Floor 35 IT-0-Ceiling I & 12"Coffer ti$$� N L-- 1 0 1 1 es Egress �- s. s.h. I L-15 F I (Hdr.to! L-9 ! 1 " L-4 I M N 2880 French o 1 L-17 1T-6" N 8'-0" l81 2'-5" 7'-4" 0 3'-9`" 2'-8" 14" 5'-11" 11- 6'-2'" 0 $dot° 7 Conc. Paver 20'-0" o I 35 s.h. 14- ! 1 - Freestanding Floor N Egress ?g Tub Unit 10'-0"Tall CBS I dO O Privacy Wall CD -O Courtyard 2"Stone Veneer °' ❑ Q M o Knee u" C9 Space N O 10'-0"Cing. from F.F.E. 16080 Overhead L-12 Raised Stucco Pedestal 4 0----- ----� 10'-0" ' Cing. 0 0 0 0 o 0 o 00 CO-o 0 0 --- --- - - - ! ❑ �T N N 10-0 'o 'N Cing. Office C `D ------------------ -------._--- ❑• • • N ❑ ❑ ER 0 0 0 o 0 r -- -- -- -- -❑ 1 V-4" 1 V-4' Ceiling ❑ F.P. � L-16 Gas Cing. L-7 j 0 1 Frame Down Header 0 T-0" 2'-0" T-5" 2'-8" N 16'-0" 2'-8" 26 s.h. with `v I above Door oce bDPocket i 20"Tall Fixed I " Glass Above o IT-4"Cing. I L-6 • ■ — — — — — — — ` —j c� ❑ from F.F.E. I i o o 12"' 16" 13'-2" 1 3'-0" 10'-0" 8" — 21'-0" M W 5080 13'-1`" L-7 4'-4" 8"! 16" 25'-5" T-0" 16-Deep Girder i J I i 1 I ^ G* I 26 s.h. with 20'Tall Fixed I Scope of Work Building Data Area Tabulation I p g Truss by Truss Manufacturer i 3, 0„ I ;, � u o o m 3'-8- Glass Above I I I One level CBS residence Occupancy Type: Group R Living 3754 Bottom at 10'-0" 11'-4'"Ceiling & 12"Coffer Construction Type: VGarages o yp Porches 1205 Design Loads Number Stories: One 853 I 1 of AM] 160100 Pkt. N Entry 211 ❑❑ Project Area:6126 s.f. o Porch S.G.D. 1 I L Co rt oo Roof Live Load: 30.0 ps.f. yard 103 C Wind Speed: 160 MPH ❑ E. 4'-4'" — — — -J — — — I 1 • Total 6126 1 from 1 from F..E. F.F.E.1 — — — � � � • — --I 6080 Dr, with o Wind Importance Factor: 1.0 V-4-Ceiling 13'-4"Cln 1 I g 20"Tall Fixed g• a Building Category: 11 Cubic Volume: 41,195 c.f. Cypress Cing. � I II II 1 ! from F.F.E. Building Code Glass Transom Wind Exposure: B g Conc. Paver Floor i Floor i Outlet I N Hdr. Down Above Cypress Cing. ! o o Internal Pressure Coefficent:.18 I to 10'-0" L-8 1 2020 Flor'da Building Code: Residential 00 Conc. Paver Floor i L-24 co Structure Designed: Enclosed I ! Soil bearing capacity: 2000 p.s.f. 2017 National Electrical Code: NFPA 70 I ? 16- 14'-2' 1 3'-0- 10'-0- i 20'-6"1 I 'v 1'-10-18"1 4'-7" 6" 4'-4" 8- 3'-4" 4,_4„ 2'- „ 2" to 6'-0"" 4'-0" i I m Flame Spread Index & Smoke Developed Index I I L — — — — ll — — J, _ —___— Insulation Flame Spread: Not to exceed 25 L-j g ❑ ❑ L - - - -- - - - - I ------------------------1------------LT ----------------------------------------------------------------------- jjjjjj.:0 O 0 Insulation Smoke Developed Index: Not to exceed 450 ----------------------__-_❑ ❑ WaII Finishes: Not greater than 200 • • • N- ------------------- -- - ---F=_----____ ---- - Ceiling Finishes: Not greater than 200 9FTJ80100 16"Deep Girde 7,1 ❑ 26s.h. withS.G.D. eo Climatic &Geographic Design Criteria i Truss by Truss I 1 20"Tall Fixed i t`� �Manufacturer Bring. Column for " Glass Above I `" Weatherin Negligible Termite Area: Very Heavy g: FG30 Girder Brng. \ Bottom at 10'-0' L-7 15'-6"' 3'-0' at 10'-0" 8" 8 15'-1' \ 10'-0" m 2, 0„ m 6'-4" .r 4'-6' 6' T-8'" 5'-0" I 16" 6'-1" 16'-0'" 2'-0" 10'-0"" 1 y 80100 Pkt. co o _ cli N U�o d o Lnd. ❑ 13'-4"Cing. 1 i o j Gas from F.F.E. I I L-6 ' r ®rch S.G.D. I v.t.r. p o m I V-4"Cing. from F.F.E. Dining I 11"-4"Ceiling 1 26 s.h. with I L-19 1 L-23 Pant t L-7 20' Tall Fixed Pantry � 1 r I V-4"Ceiling I I I V-4-Ceiling Glass Above iv Cypress Cing. I 2'-0' & 12"Coffer 2,_0-, 1 v Conc. Paver Floor o n I 1 dw 1❑❑ Ref. Ref. d m0 me 1 a water near N N ❑ ❑ ❑, N FL-1 2 L 55 line N o o ao 00 00 o00 000 ? O 81oser 2 80SC 16080 Overhead 10080 Overhead , Header BBQ Gas ? e 1\�,L�in 8g 6 �13- 8'-1 "' 12" 15'-4"' Grille O tog9'-6' I I 8"' 4'-2" 4" 7' 2'-5" 1'-1'" 0 5'-6" -2" 3'-6" HB `r _ I & Exh. I �I I V-4-Ceiling Cook Top I Hood ! L-20 L C9 0 &Exhaust 26 o 10'-0F o \ N Cing.Hood --- Io,-0" _.___pot a�� _ Wall1!)60 --- Oven N Bench Cln Filler OOO 11 11 ,00 g. Micro ! 25 s.h. Egress 10'-0" \� Cing LOAD v.t.r. 2880 BRNG. _ (2) 2 x 12 Rt 1 Batt Insulation 0 2880 Header 2880 LOAD in the Adj. Walls L-4 BRNG. 10'-0" v t WALL v 26 WALL Cing. ° o N Bollard Garage s.h. L-3 L-21 18 ' T-6" o N ? r_ __I 10'-0"Cing. o v 0 d `� 1680 o O Attic Access from F.F.E. ra 6 N L-22 I I I I :- 1 I with Pull Down I I 00 - - - - - - - -- i-I-------� j-------- - - - — — — —1-1-- — _ _ �I — _ — —0 N 26 Ladder s.h. 2880 2880 35 s.h. with Decorative 20-Tall Fixed Beams u L-4 a.h_ L Glass Above 10'-00 o `* Cing. i L-21 1 T-95 4„ °' 1 V-6" 3'-10'" 1 V-6" 5'-3" N ' = " 5' 3„ 31'-5" ❑ .............. ..: I �^� (3n. Room B d rm 4 ��O N Ram. �ge �y� a �� ��� m 25 s.h. Egress Temp. Glass Temp. Glass _lam ! ( i i 3/12 Vault Cing. Enclosure . 10'-0"Ceiling '"""" i^I 11' 10'-0'"Ceiling C 10'-0"Ceiling. Enclosure 80g Bollard v L-2 L-2 Gas FEW ILOJI lEF=====FE- 0 0 0 14 lEl 011 011 0 L-2 36-x 21" L-1 25 s.h. 25 s.h. L-1 36"x 21L-1 36"x 21- 21'-5' Fixed Glass 12'-3' Egress 16'-0" Egress 5,_1" Fixed Glass 12'-4" Egress 5,_3„ Fixed Glass _ 35'-0" 107'-4" AC Cord. on Irrig. 2'-0- 109'-4- Conc. Pad Pump 0- :3 Cl) N 00 o uJ M C Z J Lr) c� U- p ry Cn U Lt7 L Y LL1 N ® d or0 L a J L Q q> S V(O z 13- U lU > O LO O L-u > �i f u W > (Cj U n C us UJ / U') C N ®co r pys FY T LL. J®Z N UJ I` 00 I..L cv"r (v >0 � Ll 0 'L.' N -C J ® +j LLI ,�� a W drawn LL Q 0 CL V V checked s.l.� ® W a date (� W U U m scale t`"`�,�7 Q J as noted !Y job number Li 0 I�f{ 2107E sheet A-1 Galv. Cap 2" dia. Galv Pipe Set ballard 12 from appliance h Galv. Collar (4) 1/4"" x 2 1/4"=/ Typical Conc. Tapcons Foundation Bollard Detail Alum. window frame corrosive resistant Tapcon concrete 3/8" continuous bead of srews installed as caulk (back bedding) behind specified in window shim to prevent liquid passage manufacturers product approval 1/4- struct. shi -window sill set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish E Gunable sealants shall comply with ° ASTM C 920 Class 25 grade or ° ° ° greater for proper joint expansion ° and contraction precast cone. sill Protecto LWM200 Coating on the Inside face of the Opening at the Jambs, Head and Sill min. of 8-wide Typical Precast Conc. Sill Detail Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked 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 Protecto LWM200 Coating on the Inside face of the Opening at the Jambs, Head and Sill min. of 8"wide 00 M CBS Min. 1 1/4" embedment at windows and min. 1 1/2- embedment at 4 ° ° ° sl. gl. doors ° a ° � 1 /2- drywall stucco finishJ J perimeter caulk Attach p.t. bucks 1/4" max. struct. shim with 8d coil nails at caulk 12"o.c. attach as per Typ. Alum. window manufacturers jamb or sliding glass product approvals doorjamb 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 & Door Flashing Detail at CBS Wall Includes Buck Attachment Method Front Elevation scale: 1/4"V-0_ 8-Smooth Stucco Frieze Band T 5-Smooth Stucco Bands at Windows and Doors Rear Elevation scale: 1/4" V-0" 0 00 s v, corner bars at bea... (outside only) (2) corner 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 4"x 8"x 12" Corbells Smooth Stucco Grade Band with - Beveled Top Edge I I Cornea $_airiforcing Detail Typ. Corbell with Extended 8" x 16" C.M.U. WITH CELLS F WITH GROUT & (1) #5 VERT. DOWEL P.T. 2 x 6 AT (3) SIDES C OPENING, FASTEN TO E AS NOTED. DOOR SIDES 1 /2"" x 6" REDHEADS WI- 2" x 1/8"WASHER 12" 1 AND 16"o.c. MAX. DOOR HEAD 1/4- x 2 3/4" TAPCONS 24""o.c. �" a ck Detail N , r[ Roof Ridge _ 25'-4- - Truss Heel _ 15'-4- _ Entry T.O.B. _ 13'-4- — T.O.B_. _ 10'-0 _Head_ e� - 8 -8 8'-0,. Window Hd. 2"Thick Applied Stone Veneer J' _ eo i I� Imo__ (2)2x4 TOP Pl. ATrT SP4 16"c.c. (6) 10d NAILS (2) 2 x 12 HEADEI BOND TOGETHEI WITH 16d AT 6"c. F.F.E. 0.00' TO.B. I V-4„ T.O.B. — - 10'-0 Window Head 8,-0„ )4 AT EVERY STUD TH (6) 10d NAILS )P & SOLE PLATE (2) MSTA18 (14) 10d NAILS 92x4STUDS i x 4 P.T. PLATE Int. Brng. Header Detail F.F_E 0.00, `7 N . M L W qtr rR Z M � L� CD CD bb U C I • lyl N 00 N a Q J li C%J Q N Z f6 a y ,� U W O Q •J o UJ M >� > (� C) n W u7 C N C) T r ® Z 00 Q LLJ U) N P oo 00 M r r. �- J _ N ++ a° i b.0 e.F CO 44� Q CL drawn s.l. checked date 1/27/22 cale as noted job number 21078 heet A-2 yip " 10'-0- {� T.O.B. F.F.E. 0.00' i th"t Elevation scale: 1/4- = 1'-0" Left Eieyatlon 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. N�_ I 1" zty01 z rebar att bottommof lmtal F=filled ¢mut O7 width a� M. .E em ' = 8F16-1 B/1 T �soc.em te' 7 ae anity of 1 5 ebar x Eottom nominal � be, at top i cavity b<igtn e" Nominal Lintel Type Designation �I 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 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. Reber per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM 090 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Cast Crete Lintel Schedule All Rebar to he #5 Gra i. An r I., MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6- 8672 644 4292 62 8F24-1B/1T L-2 4'-6" 6113 644 2724 62 8F16-1B/1T L-3 10'-0 1533 400 914 175 8F16-1B/1T L-4 4'-2- 8672 557 4292 203 81724-113/1T L-5 11'-4- 3127 1077 1510 164 8F28-1B/1T L-6 10'-6- 2781 280 1458 58 8F24-1B/1T L-7 4'-2- 11809 1749 5861 269 8F35-1B/IT L-8 T-8- 5891 1702 2322 369 8RF33-1B/1T L-9 4'-8" 8060 250 3277 150 8RF22-1B/1T L-10 8'-0" 1843 377 1133 158 8F16-1B/1T L-11 4'-4` 9479 350 5296 200 8RF26-1B/1T L-12 17'-4" 1849 842 754 159 8F28-16/1T L-13 T-8- 1843 305 1133 59 8F16-113A T L-14 3'-8- 8974 928 4853 172 8F24-1B/1T L-15 10'-4- 2781 250 1458 150 8F24-1B/1T L-16 IT-4- 950 798 500 314 8F16-1B/2T L-17 15'-4- 1250 269 485 52 8F16-1B/1T L-18 18'-6- 750 446 347 95 8F16-1B/1T L-19 16'-8" 950 269 404 52 8F16-1B/1T L-20 4'-4' 8060 1001 4409 154 8RF22-1B/1T L-21 4'-2- 8672 350 4292 200 8F24-1B/1T L-22 T-10- 2622 350 1492 200 8F12-18/1T L-23 IT-13" 1002 250 559 150 8F16-1B/1T L-24 1 9'-8"" J 2781 374 1458 104 8F24-1B/1T T.O.B. --$1- 11'-4" T.O.BB10'-0- F_F.E. � 0.00' T.O_B� 10 -0- F.F. C W ^N 0 .� U F IT, f/) N 00 M W ql• Z Cl) C7 'J _ IL U U W i N -J Lt Q N U Z Lu o � to O Lu M 0-1 to co I to 00 r- N t\ n N U I cu > ~ CU U Lu to ~ o r �y 3 C So LL Uoz N Q LLI /5/� �V Co ry M T 4' J o u� ca U S 0 +i v) R co Eby V ouvi�:. W r� , la— drawn $1 checked s.l. date 1/27/22 scale as noted job number 21078 sheet A-3 A 19- 35'-4- 19'-8" 96'-4` 9 V-4" 2,-n„ A'-Q„ ),_n„ - 1 T-6" 1 T-10- 2'-6- T-8" 2'-6- 5'-4- 14'-4" 6'-8" 5'-0" 5'-8- T-8- 5'-0- - 16 16'-2" 2`11" 3'-C T-0- 3'-0- V-11'" aCID V-6- 4'-0- 4'-3" 4'-7- O O O G] — — O F-2 0 00 —0 oLET F-1 �------------ -4, --� 2„ N ' - — — — — — — — N Conc. Paver No Curb I d W Lin Landing F-1I F-1 ° co o 0 o f � N O D O co F-1 - - g I ❑ F-1 E I C < - - - toFooting o 0 32' x 32"` x 18" o 0 0 o F-1 0 1H o I o F-1 with (1) #5rebar6-o.c. `i -------------4' Top of Ftng.at >F-4 16Below Cl) F.F.E. I 'v F+2 e0 ❑ O ----- ( � � F 2 i a 8 I I a N I 5,_7„ s 20'-0" 18- Cone. Paver Floor I F-1 01 c u_ I c0 Slope -4- ih O F-1I 0 `� ° E o F-1 Footing - I Ell F-1 o cv 1 I with Top Set it, ______ i at 16below Verify Tub Drain % d 2'-8 the F.F.E. Slope for Location with the I Garage Dr. 2" I 24" x 24"' x 18'" I installation Specs \ — J ' — — — — F-2 — — — — — — — — J Footingwith (1) 0 ---' F_1 _ _ 1 -[ET F-2 #5 rebar 6-o.c. 84"x36""xi8'" O O 0 � H1� oo O 0 0 — — — Footing with (1) i 0 i o FL 0 0 �' F-1 #5 rebar 6"o.c. N o o, N N p D O O p � each way - - - 32' x 32'" x 18'" - p 30- x 30"' x 18'" Footing with (1) � Footing with (1) #5 6"o.c. o #5 rebar 6"o.c. 3'-2'" 1'-8"' 5'-7" 2'-8" 16'-0" 2'-8"" rebar I 5'-8"" 4'-4"' I � each way I Top of Ftng. ;:r I v o at 16"Below D I F-1 F.F.E. I o 0 2 1/2- Recess 210 12"16- 13'-2" I 3'-0- 10'-0" 8" for St. Gl. Dr. I 4'-6- 1' 8- 25'-7- 2'-0- CD I Co Foundation & Footing Plan o Edge Conc. of Pavers F-1 ( 4- 3000# FIBERMIX CONC. r — N i ❑ll ❑ a0 0 scale: 1/4'" = 1'-0" OVER .006 VAPOR BARRIER " F-1 ❑ ❑ ❑ N •---• " ON CLEAN, COMPACTED, ---- o TERMITE TREATED FILL ° E 32'" x 36" x 18' Conc. Paver Floor Footing with (1) 'v, -4"" slope Floor Outlet I 3'-C 4'-6- #5 rebar 6"o.c. 1'-8" Typ. (4) places ASSUMED F.F.E. 0.00' I Top of Ftng. CDI F_1 at 16-Belo o w Conc. Paver Floor F.F.E. •00 M , M � I 16- 14'-2" T-0" 10'-0" 8"" -4" I X-C I 4'-4" 2'-0" 2" 36" x 36"' x 18"" Footing with (1) #5 rebar 6"o.c. each way ( m ❑' E ---- N r-- ° ° i F-1 I 00 CD 20 �� _ _ 32-x32-x18'" _ o o� '' ' N 0 0 Footing with (1) _ _ F-1 — _ — _f i ❑ ----- N #5 rebar 6-o.c. Top of Ftng. at 16'"Below I 4'-6"' 1' 8"' F.F.E. I ' 15'-6- 3'-0" 8- 20'-8"' I T-7" 16'-0"" 2'-0" 10'-0"" 2'-0" 00 o F-1 12 1/2" Recess o Cone Paver Floor Co for St. GI. Dr. I 0 I _ 4 o F-1 3,_2-, 1 ,_8„ o I Slope ( i 00 I MV 24" x 24` x 18" io I Footing with (1) ❑i #5 rebar 6"o.c. S N T-10" 4'-10" cp 4'-10"' • each way ❑ _ - - - - - _ I� ----- • • �"l 0 2.1 36" x 36"' x 18'" 'cal i I N O `� d Footing with (1) I 0 1 1 p #5 rebar 6"o.c' 36- x 36- x 18' O O ao O D co �_ o00 oo© F-1 each way Footing with (1) F-2 — — — — F-2 F-2 Co, x #5 rebar 6"o.c. — — — _ — — — - — — — — — — — — — — — — — - — — — — c each way Slope for Slope for / - I Garage Dr. Garage Dr. B o `° 3'-6" 01 31'-3- 8„ 2„ n M F-1 FJ3 a 00 o 0 0 F-1 0' p r o N ---- o 0 N r — — — — — — — — ---� _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I F-1 _ o _ o� N p I F-6 - - F-6 F-5 D O N O I O I M I I 0 F�2 00 N F43 o N I F-1I I M bo .j" N eD 17 ( ❑-1 N ❑• I t0 00 E Fallj O 18'-9 5'-4" 5 _36 I i °---- F-1 °� " O 4 6 N .M I 1— F-4 ti 2., o I 4, I>F-4 -4 I 614 _4 ' -' - L -I in — — — — — — — — — — — — — — — — — — — — — F-2 — — — — — — — — --� " 5-1FIEo F-1 0 o 0 o FIRo F-1 -1 o a o 0 o f-1 0 0 0 0 00 o� o 0 0 0 0 T-2- 6'-2" 6'-2- 3'-10- 4'-3- 4'-2- 3'-10- 6'-1' 6'-1" 3'-10"' 115'1 3'-10" 4'-3"" 4'-3" 3'-10 1'-5" -8" 5'-8'" 5'-8`" 5'-5"" 5'-0"' 3'-10"" 5'-8'" 107'-4" 4- 2500# 2'-0- 109'-4 "" Conc. pa U M w 'Cr 'J z M U- co i m LU 00 C 0 d ® U- Q N ire y ~ ca d y U Z EF U_ o > ° J o 4) v J W co i LO N = ca LL C.) pO Z N _ UJ '^ a 00 ry M T y 4-J �.' O 1J G ] N rY J 4J =�u Q LLJ F— drawn s.l. checked s]. date 1/27/22 scale as noted job number --- 21078 sheet Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, A118.1, All 18.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, 01278, C1396, or 01658 and installed per FBC residential code. Per USG, Wallboard conforms to 01396. Gypsum Board & Gypsum 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- (Imm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" 0 min 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 panee facing not less than 7/16"o.c. (11.1mm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant 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 an d gypsum panel products shall be not less than 1 1/4- (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM 0955, 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 1" by 2" (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (61Omm) 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 r" 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. 7/8" Stucco finish over 3/8- high ribbed gale, 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) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. 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 THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" 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: 1 1 /2"" 1 1 /2" 1 1/2- Slab on Grade: 1 1/2"" 1" _ Structural Poured: 3/4- 3/4" _ Poured Walls: _ _ 3/4" Slabs exposed to the weather 3/4" 1" Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures and the current "ACI Building Code 318"" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved 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 current American Concrete Institute (ACI), and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift_ All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. La bolts to be used only in shear connections with minimum S y 4" threaded penetration past steel plate. Lag looked conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces 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. SHEATHING NAILING NOTES Nailing 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 GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Peel & Stick underlayment with 4" min. side and end laps, fasten with coorosion resistant annular ring shanknails at 6"o.c. in laps and in staggered rows spaced 12", o.c. in field. 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6-o.c. throughout except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. 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 3 3R 2R 90 DEGREE HOOKS OVERLAP 25" MIN. HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REGUIRMENTS POURED CELLS WITH (1) #5 BAR CONTINUOUS FROM BEAM TO FOOTING Change in Bond Beam Elev. 33 2E 33 K /R,11 2E 2R 2R — — 2E— — —I' / J 12E 2R 1 /2R / I l \ / 213 / 1 211 2R 1 \� 2R;t / 21 211 'v < 1 221 R / 2R 2R 2R \ 2R\ 21 2E 1 / 2R/ / 1\2R \ 12E 1 ( / 1 / \ I \ \ II / 2 /\ 2R\\ \\ 1 i 211 / \ 2R i 211 2E 1 33 I I 1 1 4' 4' I 1 I I2R 2R t 12E I 1 1 I 1 I I I I I I I,,- I ,- /T1 2E� 2R �2E I i\ - / 33 2E s\ 2E / 2R 2R \ 2E 2E 211 2E 2E — 3 I 11 2E 3 3 2E 3 3 2E 3 1 213 2R I II II II 2E 33 2E i I 2R 1 12E 1 1 2R 211 (1 J , Wind Zones — Walls 2R 2E Roof Wind Zones Not to Scale PLUMBING NOTES: F-1 F-2 F-5 18" x 16" mono. footing 18" x 16" mono. footing with (2) #5 rebar cont. with (2) #5 rebar Cont. and curb 18" x 16" mono. footing 8 with (2) #5 rebar coat. 4" to 6" — 4- 16„ 4,— 4„ 16- 8„ 18" , 18" 18" MONO. EDGE FOOTING CURB FOOTING AT GARAGE INTERIOR STEP FOOTING F-3 F-4 F-6 8" x 8' mono. footing Recess 4" at Shower with (1) #5 rebar cont. 81r 8" 4" 4"_ 4 18" x 16" mono. footing with (2) #5 rebar cons —LJ4- 4" 8., 8„ 16„ • 18" 12„ 18"" TYP. SHOWER INTERIOR FOOTING THICKENED EDGE RECESS 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 Plumber to consult with contractor and equipment or for rough in dimensions. Verify all dimensions with the floor plan. The floor pla dimensions dictates all other dimensions on other shI Do not scale drawings, if any conflicts arise, contact Architect or Engineer for clarification prior to constrt All sanitary lines 2" or less shall have a slope of 1/4` foot minimum. All sanitary lines above 2- shall have a slope of 1/8" 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. 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 "Hilo C-100" or Simpson Epoxy -Tie. 2" Auto riuniuiF% wnuauLur Lu prvviuu a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram a. ver U C/) N O tY 00 ,R LU Z d M C � co -.4- bb U CO �N W i, N a to 00 ® J UL 1\ U Z U in ; O in X J Lo CD (L) ul > ''+^J vJ Q > M U LIJTp LO El LO CV CE_ C (,_ Y C:)O r U Z i _ LJ rev r W N�Q L.L M T 0 N W � o d m 0 t J m O -7) C() i � LU ME 0 C,6 > W Q J UJ C� drawn #a. checked date 1/27/22 scale as noted job number 21078 sheet A-5 PRE CAST CONC. LINTEL & BOND BEAM GROUT FILLED WITH (1) #5 REBAR $ 8" x 16" CONC. BLOCK EXTERIOR WALL BEYOND SEE FLOOR PLAN FOR VERT. STEEL REQ'MNTS, • PRECAST LINTEL AT WINDOW---, GROUT FILLED WITH (1) #5 REBAR EACH COURSE TRUSS BEARING 10'-5- 8'-0„ TOP OF WINDOW OPENING GAME RM. TRANSOM DETAIL TYP. PERIMETER BOND BEAM — PRE CAST CONC. LIN GROUT FILLED WITH (1) #5 REBAR TYP. Al INTERMEDIATE BEAM 8" x 16" CONC. BLO EXTERIOR WALL BE SEE FLOOR PLAN F, VERT. STEEL REQ'M RECESSED LIP AT DOOR GROUT FILLEI (1) #5 REBAR 8," TRUSS BEARING - 10'-5" 2 x 4 blocking at 4'-0"o.c. starting from ridge between both top and bottom cords for two truss spaces from gable end Vault Ceiling BOTTOM OF PRECAST LINTEL OVER WINDOW )OOR MASONRY OPENING ENTRY TRANSOM DETAIL ABOVE ENTRY DOORS & WINDOWS Bottom Cord of trusses 24"o.c.- 1 V-4" Truss Bottom Cord trusses 24 o.c. Continuous 2 x 4 Lateral bracing at 1 /3 points of span. Nail with (2) 16d — each truss btm. cord 2 x 10 stud to each Truss bottom cord with (6) 10d nails— Simpson H8 Clip at 24"o.c. each stud to plates (5) 8d to plate an- d\ (5) 8d to stud 10,-0" 5/8"c.d.x. plywood fasten to studs as per Nailing Schedule Cover plywood with one layer of house wrap Three coat stucco finish over paper backed wire lath (2) 2 x 10 plate 2 x 4 diagonal "X" bracing at 8'-0"o.c. starting from ridge with (3) 12d each end -. Continuous 2 x 6 bracing fastened to beam with 5/8" x 6" wedge bolts with 1 /8" x 2" washer 24"ox, Gable End Bracing Detail VAULTED CEILING 2 x 10 Studs 24"o.c. Cing. Simpson H8 Clip at 24"o.c. each stud to plates (5) 8d to Girder Btm. cord (5) 8d to stud Multi Ply Girder Truss 1 /2"d.w. '---SGD Track S.G.D. Header Detail TYP. GREAT ROOM Flat Concrete Tile Roofing over "Peel and Stick" underlayment on 5/8" Galv. drip edge c.d.x. plywood fastened as P g per nailing schedule min. 4" lap R20 Spray Foam-/ Insulation 1 x 3 p.t. over 2 x 6 t0'-0" T.0_.B. Paint Grade Fascia 11'-4"'� 5/$" d.w./— I Firestop Gable end truss Two Course Perimeter by truss mfgr. Beam with (1) #5 Rebar in each course, Filled 5/8" c.d.x. plywood with Grout with 8d nails 4"o.c. 1 x 2 p.t. furring Cover with House Wrap strips 16"o.c. with 4.2 foil insulation 2x "L" web stiffener as required by the 1/2" d.w.� truss mfgr. #5 vert. rebar in grout "Simpson" HETA16 truss See FlolordPlanl to bond beam with (14) for Locations 10d x 1 1 /2" located at each truss vertical 4" 3000# Fibermix Conc. on .006 Vapor Barrier on Clean,Compacted Termite Concrete Bond Treated Fill m Beam O Pre Engineered Wood Roof Trusses 24'"o.c. Shop Drawings by Others See Connector Smooth Stucco Schedule Frieze Band Galt'. Drip Edge 12 over 1 x 3 p.t. 2 x 8 Cedar Il , � Fascia F Stucco Soffit Over Paper Backed High Ribbed Wire Lath Install one layer of 15# felt to framing prior to installing the ribbed lath 1 -6 Provide 16 x 8 screen vents along Entry, Porch Garages & Courtyard 8x16x8 CMU Typ. Stucco Finish over Concrete Block. 0,00' — F.F.E. \ 1 <*� Grade I #5 Vert. Rebar with F-1,, pre engineered 10" Hook and 30" 1, trusses 24"o.C. Lap. Tie to Vert. Rebar In Cells \- (2) #5 Rebar Cont. t8" Typical Wall Section 10'-0 "�- OL F.F.E. 5/8" drywall (2) 2 x 4 plate of ttom Truss Cord with SP4 with (6) 10d x 1 1 /2 10'-0"� at each stud 1 V-4'" -1 /2" gyp. d.w. 7a '-2 x 4 top plate 2 x 4 studs 16' o.c. 1 /2" gyp. d.w. 2 x 4 p.t. plate with SP4 with `(6) 1 Od x 1 1 /2" 2 x 4 studs 24'o.c. No. 3 Stud Grade at each stud wood base II II r- 2 x 4 p.t. sill plate see footing details 1 /2" dia. wedge bolt with 3" x 1 /8 ' washer 7" embedment 24"o.c. Int. Brng. Wall Detail wood base Cased Hard Coil Nails 12o.c. max. 0.00'—F.F.E. Concrete Foundation Interior Wall Section Non Load Brng U O. N O 00 a',, L w z M LL CDbLO rn U �U)00 w a N J LL r Q m v ~ � n. U U W > o J o N U) tCf ~ Q > w rn LO IT N �-+ O � L T T o Z oo U IX LU N r r Qv T 4 W 0 2 M o U J m a, n-.• .� U � m i b.0 LV co °o LLI Q J i � � 0- drawn si checked s.1. date 1,27/22 scale as rested job number 21078 sheet A-6 9 x 4 hottom cord hrarin¢ Attic Vents Calculation Connector Notes: Bottom Cord Lateral Bracing /a J r /J14 5 Root Frarnin Not to Scale GARAGES, PORCHES, ENTRY & COURTYARD Attic Area: 2372 s.f. / 150 = 15.8 s.f. required. soffit area = 361.8 IS. x 1.5 = 542.7 s.f. Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent 28 Vents along overhang = 2380 sq. in. 2380 sq. in. / 144 = 16.5 s.f. Total Ventilation Provided: 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. 10'-0" Top of Brg Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one HTSM20 strap at the proper location Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1110 lbs. Connector Schedule Root Frarnin Not to Scale GARAGES, PORCHES, ENTRY & COURTYARD Attic Area: 2372 s.f. / 150 = 15.8 s.f. required. soffit area = 361.8 IS. x 1.5 = 542.7 s.f. Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent 28 Vents along overhang = 2380 sq. in. 2380 sq. in. / 144 = 16.5 s.f. Total Ventilation Provided: 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. 10'-0" Top of Brg Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one HTSM20 strap at the proper location Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1110 lbs. Connector Schedule Bearing Truss Connector QConnector Fasteners Truss OtY' Point Uplift ID Uplift A16G 22 2061 HETA24 2 2365 (6) 16d x 3 1/2 "per strap 2 Ply 24 1700 HETA46 1 1810 (8) 16d x 3 1/2- FG20 15 6066 MSTAM36 4 7480 (13) 1Od x 3-to truss & (8) 1/4`x 2 1/4"Titen2 to GFCMU 16 5402 MSTAM36 3 5610 4 Ply per Strap HETA16 1 1810 (8) 16d x 3 1/2- FG30 26 2499 (8) 10d x 1 1/2"to truss & (4) 3 Ply HTSM16 2 2220 1/4 "x 2 1/4"Titen2 to GFCMU per Strap 28 954 HETA16 1 1810 (8) 16d x 3 1/2" 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 Valley Supporting Framing (4) 10d Trusses <250# VTCR 1 370# valley Truss (3) 10d x 1 1/2" Truss Bearing Point Locations are numbered per the Truss Profile Sheets Provided by the Truss Manufacturer. HANGER SCHEDULE Applied Uplift: 1749 lbs. TRUSS FG21 : Allowable Uplift: 3575 lbs. Brng. Point 10 Applied Gravity: 5026 lbs. (3) ply Allowable Gravity: 9715 lbs. LGUM210-3 SIDS Hanger with (8) 3/8"rx 4" Titen HD anchors to GFCMU and (8) 1/4'x 2 1/2- Strong Drive SDS screws to truss. Shim truss in hanger with p.t. SYP for a tight fit. Exterior CBS wal #5 Vert. reb Typ. Grout fillec Perimeter Bean - I U-0" (2) 2 x 8 p.t. Ledger Fasten to CBS 1/2" dia. 8" long wedge bolts 24"o.c. staggered Ledger to CBS Detail U Y.,f :3 N N 00 a W M 'Cr Z � to Lu L U-) 00 c3 -J tl r Q N v Z Z Q) U W Q) o o Lu a) > d em' > lJ.l LO uo N 2 IRTCUI _O O z ^ 00 LU 17) e` cua M" r1r CM T i»'.-,-$ > Lij _2 O co J i 13.0 U Q J C:3 W d drawn s1 checked s.l. date 1/27/22 scale as noted job number 24078 sheet A_7 2"galy. cond. -/ to F.P.L. Service 300 Amp Meter with Main Discs. O200A = A T10 c U.F.F.E.R. Panel „A„ 2"PVC cond. 200A (2) 2/0 CU. 42 (1) #1 CU. Circuits (1) #6 CU. Panel „B„ 24 Circuit 1 "PVC cond. 100 A (2) #4 CU. Panel (1) #6 CU. with Main (1) #8 CU. Disc. Electrical Riser Diagram Ground Rod 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 3754 Living S.F. at 3 VA 1126 One 20 Amp Appliance Ckts. 1501 Two Laundry Cir. @ 1500 watts 300 One Dishwasher & One Disposal @ 1500 watts each 300 One Microwave @ 2000 watts 20( One Wall Oven 600( Two Ref. @ 1500 watts 300( Four Baths @ 1500 watts each 600( Two Exhaust Hoods 150C Under Counter Ref. 90C Irrigation Pump -- 260( Pool Equipment 500( Total 45,7( First 10 KVA at 100% 10,000 watts Remainder at 40% 14,305 watts Total 24,305 watts One AC Heat at 100% 15,000 watts Total 39,305 watts 39,305 W / 240 V = 163.8 Amps Use 300A Service Product Approval Affidavit Form Category Subcategory Approval Numbers Manufacturer Model Number Glass Type t M Attachmenethod Building Design Pressures Product Rated Design Pressures A. EXTERIOR DOORS Swinging FL#: 10597.9 CGI 7700 Impact Head & Sill: 4" from corners & 6""& 10"" from Astragal. Jambs: 9 1/2-from corners & 6-above & below lock & center between the hinges. Use 1/4" Tapcons with 1 3/4" embed. in concrete. +38.7 -50.0 +/- 50.0 Sliding FL#: 10987.E CGI 7650 Impact Head & Sill: 6" max. from frame corners and 4" from each Astragal or Interlock. Jambs 16" o.c. max. P Hooks 12" o.c. Use 1/4"" dia. Tapcon with 1 3/4"" embed. into concrete Use (2) anchors at each location +38.7 -50.0 +/- 60.0 Sectional FL#: 15371.2 DAB Door Co. 824 N.A. 5/16"" x 1 5/8" Lag Screws (Full Tread) One at each Steel Track Bracket. +21.3 -24.1 +36.0 -44.0 B. WINDOWS Singlehung FL#: 90645 CGI 7100 Impact Jambs: 6.5""& 9.5""max. from corners & 4""& 16.5"max. on each side of the meeting rail. Use 1 /4"Tapcon with 1 1 /4"" embed. into concrete +38.7 -50.0 +60 / -60 Fixed FL#: 9063.7 CGI 7500 Impact Head & Sill: 6' from corners and 7"o.c. Jambs: 6"" from corners and 7-o.c. Use 1/4" Tapcon with 1 1/4" embeded into concrete +38.7 -50.0 +/- 50.0 Mullion FL#: 9187.1 CGI Clipped Alum. Tube Impact Tube Mullion. Fasten Standard Mullion Clip to CBS with (4) 1 /4" Tapcons with 1 1 /4" min. embedment into concrete +38.7 -50.0 +/- 70.0 D. ROOFING PRODUCTS Roof Tiles FL#: 7849.4 Boral Tile Flat (Bermuda) Adhesive Set -45.0 -102.3 Roof Underlayment FL#: 5259.1 Polyglass USA Polystick TU Plus Direct bond to deck -65.2 -135.0 U C N N M L w Z At LL yiy,,�� bW N U 00 QW J Li Q � v ~ a U U_o>° Z 'J N o LU Q� N > ca > U wM -CU cr � C O CU N _ CU 00 U Z i 3Cr W� (� Q 00 M T LJJ U m a� `W W (� c'6 > LLI d LU 11 drawn s1 checked a]. date 1/27/22 scale as noted job number 21078 sheet R rA- V ClosetLl �^ pc in ! attic -- I rMaster i3drm. 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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 0gfi ggfi — � GDO GDO Garage pc in I attic I Sc.\ ! I a.h. `_ _ I I brig. Pump gel Ep Ep U Q N U M W M 4� Z U J Lo — L.L (. WU U • W LO N N OD a� Q a Q J U Q zto °— N EF N ui 0 w M Q rl- LJJlot LO C N N T L.t_ 00 � _ U o Z N LU n ICU < N ,V Q co co T C\ O { cv U _j m N .� O J F d i b0 U g �7f gfi a ° W On Dust to Dawn Sensor FPL `d I Meter I J I J Box for Landscape Lighting drawn s.l. checked s.l. date 1/27/22 scale as noted job number 21078 sheet A-9