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HomeMy WebLinkAboutPLANS"CASTCRETE" HIGH STRENGHT PRESTRESSED LINTEL SCHEDULE LENGTH OF ALLOWABLE APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LINTEL GRAVITY LOAD 1000 8F16-1B O4'-6" 6113 2000 3547 © 4'-6" 6113 2000 2724 1000 SF16-1B 1000 8178-1B © 5-2" 4500 2000 2500 O5'-10" 4360 2000 2053 1000 8F16-1B O6'-0" 4000 2000 2025 1000 81764-1B O7'-4" 3500 2000 1850 1000 8F32-16 © 7'-6" 3000 2000 1780 1000 8F64-18 O12'-0" 1755 1500 1242 650 8F16-18 O 17'-4" 850 1000 850 300 8F16-1B O 17'-4" 950 500 404 300 8F16-1B O4'-6" 6113 2000 3547 1000 8F28-1B © 3'-6" 7500 2000 4000 1000 8F28-1B O5-10" 4360 2000 2053 1000 BF12-18 O4'-6" 6113 2000 2724 1000 SF32-1B QO V-10" 4360 2000 2053 1000 8F32-1B METAL ROOFING ON 30" FELT ON 19/32" C.D.X. PLYWOOD ON PRE- ENGINEERED TRUSSES is 24"cc. UNDERLAYMENT SHALL BE ACCEPTABLE TO OWENS ' CORNING AND SHALL HOLD CURRENT FLORIDA STATEWIDE PRODUCT APPROVAL, OR BE LOCALLY APPROVED PER RULE 61Cs20-3, PER FBC SECTIONS 150123 OR RW523 INSUL. BAFFLE otEL. 8'-0" / V-4" _ TOP OF BOND SEAM ALUMINUM DRIP (PAINTED WHITE) ON 2" x 6" SPRUCE FASCIA STEEL HURRICANE STRAP (SEE STRAPPING SCHEDULE) _ I' O.H. (TYP.) STUCCO 6 METAL WIRE LATH W/ 2" LONG, 11 GAGE NAILS, HAVING A I/I6" HEAD, OR 1/8" LONG, 16 GAGE STAPLES SPACED AT NO MORE THAN 6" O.C. OR AS OTHERWISE APPROVED WITH 6" x I6" LOUVER VENTS AT 8'-0"c.c. MAX. SEE VENTING CALC. FOR REOV. QUANTITY STUCCO ON 8" BLOCK WALL PREFAB. WOOD TRUSSES 24" O.G. R-IS 5LOU.N INSULATION (SEE ENERGY GALC'S) 12 5 TYP. NOTE: DEPRESS TOP OF INSULATION AT EXTERIOR WALL TO PROVIDE MIN. 1 1/2" VENTILATION SPACE T t++++ t t t+ t # t + + j-fit t#++ 4 t t t+ t+# 4 +.# ++++++++++++++++ +t......+++++�_+t+ --1/2" GYP. CEILING BOARD WD, TRUSSES 9 24" O.C. \—BOND BEAM (TYPICAL) (1) COURSE (Wx8") W/I *5 HORZ.REBAR 1/2" GYP. 50ARD ON I x 2 P.T. WOOD i4 FURRING o 24"O.O. R-4J INSULATION ADD "QUAKER" WATERPROOFING ADDITIVE TO STUCCO MIX 0 BLOCK / SLAB JOINT (6" BELOW APPLIED WOOD BASE. TOP OF SLAB t 12" ON BLOCK ABOVE FINISH SLAB - 18 TOTAL) CONCRETE SLAM APPROX FIN. GRADE EL. 0_0" REF. FLOOR SLAB Z x GRADE x ° A. cv — 4" 3000" F15EWIX CONCRETE 2■ .a ■' ON .006 VAPOR MEARRIER ON GLEAN, COMPACTED, TERMITE TREATED FILL 16° MONOLITHIC FOOTING . 20" x I6" W/2 05 CONT. . LUALLw SEf 3/4" = I' -o" Project Information & Design Criteria Building Code: FBC / FRC 2017 6TH EDITION Type of Construction: C.B.S. Building Designed: Enclosed Wind Speed (3 second gust): 132 MPH NOMINAL Vaed ASCE RISK Category: 2 (Single Family House) Exposure: C Importance Factor: 1.0 Mean Building Helgth: 15 ft. Overhang 1 ft. 5/12 Roof Pitch Roof Load 47# Shingles Shutters: Yes Design Pressure see elevations 4" DIA STEEL GALv. PIPE A. FILL PIPE W/ CONCWTE B, (4) 1/2" PIA x 3 1/1" LONG -t u■DGE ANcHORS SLAB oN GRADE. - SEE FN GARAGE FLt¢ SLAB O": BOLLARD DETACH SCALE: N.T.S. 9 ro v 5e'-8" 18'-8" 5 _0n 4'-roll V-2" I-_4" 16i_an 3'-1" 3'-2" M.O. 54 x 63 1/4 38 x 21 1 O EMP / OE I IXED GL. ■ �0 COV. PORCH 8' CLG. ° I' 6 _411 4'_51' M.O. M.O. '14 x 81 1/2 15 x 63 I/4 5H35 O I 6068 SGD V O O 2868 ■ ■ ■ ■ ■ ■ ■ ■ ■ OPNG 13'-01, 2 1'-6" 12 - MASTER BEDROOM 10'-4" COFFER. IC'7SlY 0 FAMILY 9'-4" CLG. 42" HT. 6'-ell I'_g" E WALL W/ CAP _,._..._ -..__. - — ------ DWI C Z868 4066 � 5F 22x36 l = n. A TI I ACC 2065 � MC 4_6l 3'-2" 5'_4" Mc W-4" 12'-3" V-2" I' M.O. 38 O I/4 EGRESS SH25 12'-to BR. 4 8' CLG. - n J cr1 5i_�n II'_2u NOOK LJO - 9'-4" CLG. BR. 3 3'-'1" 4'-2" 3'-5" ° m 8' CLG. _ M r+ n rra F�D.U4'� fill 1'-10" 3'-0' 3 _all KNEE i I KNEEL _ I i . \\ I WALL N ' i ° 406 _ W/DISC. Ik I , 1 0 INCs tll 2 BF8 2—' ALL DISC. TO K I TC H E N 124 E LOUVERED J — 4 MEET 110-26 m 9'-4" CLG. ©1 'I'" — Q I W-4" n 3'-8" - ---- - 3068 PLANT LEDGE pF 0 a .: ��.. FRAME WALLS TO CEILING "APP. ': ' co GE - W Sn 10'-0" M ; DLN N , v .BATH 9+- IVING RM. 4Y, 4" CLG. r 9'-4' CLG: TEI"1P. GL. EXIT - ESCAPEB _ ENCLOSURE ROUTT W I1" Hi'. WALL �' b - 3'-fill `t fill v — 5'-0" TUB cJ wN /� SHWR ON N 0 ■ ■ m ■ 4'-4" 3'-1" M. 51 1/2 x 9 3/4 ENTRY 12' CLG. 6'-2" 4'-6,11 I4' 2'-0" 6'-0" M.O. 5 x 63 1/4 22'-0" 10'-0" SH35 O rl�LN D Y. .� v 20 MIN. FIRE RATED 2868 SC W/ SELF CLOSER F5C R302BJ VENTj ALL DISC. TO MEET II0-26 W.H. R-II INSUL, A A-2 ■ r 22"x36"� ■ ATTIC LCCESS J ■ GARAGE - ■ 8' CLG. (11 H.B. I i ■ I ■ ALL DISC. TO 2C OAi ON MEET 110-26 P I ELECTRIC I OPRIOR � I TO VERIP TC 1 0„ I'_I„ 4' p_g" 2'-2" M.O. 54 x 63114 -1'-4" GARAGE DOOR 21_2" M.O. 20'-4" LIVING AREA A/C 2,263 SF. REAR PORCH 224 S.F. COVERED ENTRY 55 S.F. GARAGE 405 S.F. TOTAL 2,e41 S.F. m c i L W FN m E o H LU O 4V o U c� U oWC a J w O c b G.L �* 0 S aai tea ) N ° o u5 c-0'> > 0) .: A r �0aQ� L LU L a `' 4? C CIO 2 � N 0 a w ADDRESS 11621 C14ATEAU5RIAND AVE Orlando, FL. 32836 PHONE (561) 843-1112 WEBSITE QulncyArchftext®gmatlaom COPYRIGHT Q 201-T THESE PLANS ARE PROTECTED BY COPYRIGHT LAWS. ANY UNAUTHORIZED USES MAY RESULT IN LEGAL ACTION. ARCHITECTS SEAL QUINCY.R, JOHN$UN III 0 AR00010132....... N 0) r y N c D U r d O U Q ) U Jto a-0 UJ a U J o ui I Of U '� N J U J C7 3Q� Zoow w EL a 3 w 0 z z w N z 0 z Li A N w x a_ x O w w O V1 w w w y' o W � 3 O _ w O L- A } z a z J Q U 'ram l ,0 O1 �VN _J I- 0 0 w n- U 0 w 0 O K W K M r a 0 x to z O P O JOBNUMBER:2019-080 z DESIGNER: W.A.R. o DRAWN BY: W.A.R. PLAN REVIEW: 0 rn Ld SUBMITTALS: PERMIT SET Vi g 6/24/19 LU o o z REVISIONS: ry w to ALLJ St. LucieCGuj3'r � K J J a J J FLOOR PLAN GARAGE RIGHT N 0 O A— 2 I o GENERAL NOTES: 6" x 16" C.M.U. WITH CELLS FILLED WITH 3000# GROUT & (1) #5 VERT. 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED DOWEL BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE 3 BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. WATERPROOFING (12") AROUND PERIMETER OF ALL WINDOW & w DOOR OPENINGS AS PER R703.4 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE JOBSITE, PLANS, SPECIFICATIONS, ETC. P.T. 2 X 6 AT (3) SIDES OF 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER ti OPENING, FASTEN TO BLOCK SCALED DIMENSIONS, n I I REDHEADS WITH MIN. 2" DIA. x 1/8" WASHER (TYP.) SPACING AS NOTED. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE $ ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. DOOR SIDES = 12" FROM ENDS AND 2eo.C. MAX. AT MIDDLE STRUCTURAL NOTES GARAGE DR. BUCK ATTACHMENT 1. DESIGN LOADS SHALL BE IN ACCORDANCE WITH F.B.C. CHAPTER 16 N.T.S. 2. SOIL BEARING CAPACITY : 2000 PSF 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM WATERPROOFING (12") AROUND COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. PERIMETER OF ALL WINDOW & DOOR OPENINGS AS PER R703.4 4. SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIRMENTS. P.T. 1 z 2 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS : 3000q cRour FILLED CELL, SEE FLOOR PLAN FOOTINGS : 3" BEAMS : 1 1/2" SUSPENDED SLABS: 1" FOR VERT. STEEL RQM'NTS. DRYWALL 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERSGRADE *PRE 60 STEEL MIN. IN BEAMS & COLUMNS 3/16" TAPCON, 2 1/4" EMBED.IN2 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE MASONRY B" FROM ENDS & 12"C.CPRESSURE x 6 P.T. BUCK TREATED.8. HUNG DR. JAMB. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. DOOR BUCK ATTACHMENT 9. UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE N.T.S. SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. P.T. 1 z 2 10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A 3000y GROUT FILLED NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER CELL, SEE FLOOR PLAN O WHEN THE BEARING MEMBER IS TWO OR MORE PLIES. FOR VERT. STEEL RQM'Nrs. 1/2" D.W. 11. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM. STUCCO FINISH RETURNED 12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD TO WINDOW FRAME AT SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR EXTERIOR BETTER NAILS 6"o.c. EDGES AND 8"o.c. IN FIELD f x 4 P.T. WINDOW BUCK 3/16" TAPCON, 2 1/4"AT SIDES & WINDOW HEAD) FOR RIDGE VENT INSTALLATIONS BLOCK WITH 2 x 4 #2 HF OR BETTER RU WINDOW FRAME TH13. BETWEEN TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE PLYWD. EMBED. IN MASONRYTERPROOFING (§EE PRooucr APPRovAL)RIMETER 12" AROUND DIRECTLY BELOW THE VENT. OF ALL WINDOW & 14. IF ADDITIONAL STRAPS ARE REQUIRED, PROVIDE (1) MTS16 WITHOR OPENINGS AS PER R703.4 (4) 3/16" x 1 3/4" TAPCONS AND (7) 10d NAILS FOR EACH 1000# WINDOW FRAME OF UPLIFT WINDOW BUCK ATTACHMENT 15. BOND ALL MULTI. PLY 2 x BEAMS & HEADERS WITH 16d Cox. N.T.S. R609-7.2.1 Masonry, concrete or other Structural Substrate - Where the wood shim or buck thickness is less than ii/2 inches (38 mm), window and glass door assemblies shall be anchored through the jamb, or by jamb clip and anchors shall be embedded directly into the masonry, concrete or other substantial substrate material. Anchors shall m adequately transfer load from the window or door frame into the rough opening substrate 314see Figures R6012.7.20) and R60912(2)119. Where the wood shim or buck thickness is 11/2 inches (38 mm) or more, the: buck is securely fastened to the masonry, concrete or other substantial substrate, and tl-ie buck extends beyond the interior face of the window or door frame, window and glass door assemblies shall be anchored through the jamb, or by jamb clip, or through the flange to t:"ie secured wood buck Anchors shall be embedded into the secured wood buck to adequately transfer load from the window or door frame assembly 3/4see FlgureS Rroo9.-7,2(3), R6m912(4) and R6Ca9.rt.2C5)�iB. CITY OF PORT ST LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING I.D. PRODUCT MODEL " MANUFACTURER GLASS ATTACHMENT METHOD DESIGN PRESSURES NOA No. SLIDING SERIES LAWSON 1/4" TAPCON, 1 1/4" EMBED IN CONC 6" a CORNERS AND + 56.1 ID-121205 IMPACT 9200 INDUSTRIES INC 1/I6" 13.15" a JAMBS, 15" OC HEAD AND SILL - 68.0 GLASS DR FL-20468.5 EXTERIOR DR SMOOTH THERMA-TRU I„ 1/4" TAiii 1 1/2" EMBED IN CCNG 6" FROM + 50.0 STAR CORP. CORNERS AND 14" OC MAX. a HEAD AND JAMBS - 50.0 FL-16546 OVERHEAD W13 CLOPAY BLDG. 1/4" TAPCON, 1 1/2" EMBED IN CONC 3" FROM + 36.0 GAR DR. PRODUCTS N/'a' ENDS AND -1 1/2" OC MAX. 42.0 NOA No. SINGLE HUNG SERIES LAWSON I/4" TAPCON - I I/4" £MEED. IN CONIC. + 80.0 11-1212.21 IMPACT SH-1100 INDUSTRIES INC 11/16° 5 3/8" FRdM CORNERS 14 1/4" OC JAMBS 3" EA. SIDE OF 800 MEETING NAIL, (2) TAPCONS 4" FROM CORNERS a HEAD WINDOWS (AS PER PRODUCT APPROVAL) NOA No. IMPACT SERIES LAWSON 1/4" TAPCON - 1 1/4" EMBED. IN CONIC. + 1013 1-1212.13 FIXED GLASS 6200 INDUSTRIES INC 11/ib" 5 3/8" FROM CORNERS 14 I/4" OG J N IBS 3" EA. SIDE OF 1013 MEETING FAIL, (2) TAPCONS 4" FROM CORNERS a HEAD PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD DESIGN PRESSURES VERTICAL LAWSON 2 X 2 X 1/0" ALUM. ANGLE TO MULL W/2 014 SMS 18-072983 MULLIONS INDUSTRIES INC 5A&" TA "CON 1 3/4" EMBED. IN CONC T 4 13 68D HORIZONTAL MI WINDOWS 2 X 2 X 1/6" ALUM. ANGLE TO MULL W/2 M4 SMS + 150.0 15353.9 MULLIONS CM-18532 AND DOORS lU 3/I6" TAPCON 2 1/4" EMBED. IN GONG T 4 B - i50.0 "10 - I 1/2" WOODZAC HILO HWH FASTENERS FL-24221.9 METAL GALVALUME DYNAMIC METALS LLG SPACED a 16" O.G. AT FIELD 4 SPACED ROOFING e 8" O.G, A7 CORNERS WIND DE51C5N CF,17ER1,4 VUIt = 1-10 MPH Vasd = 132 MPH Building Category = Enclosed (Protected Openings) Component 4 Cladding Requirements (psf) Vult = 170 MPH ZONE 1 2 3 4 5 Leeward 66,95 6:55-112.30 -70.30 -122.70 WlndWard + 42.15 + 42.15 + 42.15 13.15 + 66.,E0 Vasd = 132 MPH ZONE 1 2 3 4 5 Leeward 51.86 -90.28-133.46 61.43 -95.04 Windward + 32,65 + 32.65 + 32.65 + 56.66 + 51.82 GARAGE DOORS 13' x 7' +38.64 -43.60 psf 16' x 7' - +36.96 -41.16 psf 8 18'-8" 5'-0II g'-2" 20" DEEP XI& MONO. FTN WIDTH (2) #5 BARS CONTIN. MIN. 3" COVER AT BOTTOM 32'-2" 41'-0" 1'-4" 16'-S" 3'_1" 14" x 16" MONO. FTNG. WITH (2) #5 BARS CONTIN. MIN. 3" COVER AT BOTTOM ■ ■ ■ ■ 1■ ■ r - - w O N -.33' o O V) 01 18'-8° ■ N 4'-5" 6'_3 8x I v i I 36"X36"XI6" DEEP PAD i- I 1 1/2" RECESS FTNG W/ (5) "5's EA WAY FOR SL. GL. DR. i Ia O I It�7 7111 I I iN 4" - 3000 FIBERMESH CONCRETE ON APP VED VAPOR BEARIER AND CLEAN COMPACTED, TREATED FI (95% DENSITY) I ro c0 V 4'-1" 2'-10" 1'-10" F., O I-- r- 31-9u 1'-4" 4" 3'_2" DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2011 &TI-I EDITION. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: WIND: ROOF: LIVE LOAD - 20 P.SF. FLORIDA BUILDING CODE 2011 6TH EDITION DEAD LOAD - 11 P.S.F.132 M.P.H. NOMINAL Vasd DEAD LOAD - 10 P.S.F. (AVAILABLE TO WIND IMPORTANCE FACTOR - 1.0 RESIST UPLIFT) EXPOSURE "C" RISK CATEGORY 2 ENCLOSED BUILDING (PROTECTED FLOOR: DWELLING /GARAGE OPENINGS) INTERNAL PRESSURE - + 0.18 DEAD LOAD - 40 P.S.F. RECESS SHWR. 4" 6'-2" 33'-1 9 _roil ------------ Ilir 1 0 2----y o PROVIDE 3/4" COND. UNDER SLAB FOR ISLAND ELECTRIC - Do' FIN. FUR. I I _ wasH 1 I N I 8" THCKENED EDGE _ = WITH (1) #5 BARS CONTIN. m I I cF - TA I I I I - -� - i � J 42"X42"XI6" DEEP PAD FTNG / w/ (U 05's EA WAY ■ ■ ■ ft ■ ■ ■ ■ v ■ Li _111 Y 1-411 3_ - <Y p @ a.. 1e,_a„ -.33' LO II �9 ■ J ■ ■ ■ ■ ■ ■ -.33' IO 14° x 16" MO ®. TUG. WITH (12 4 5 AR CONTiN. MIN. 3' COVE A BOTTOM #5 VERT. STEEL IN 3000# CONC. FILLED CELL 4'-6" 6'-0° M.O. 54 x 63 1/4 10'-0" DESIGN WIND PRESSURES COMPONENTS AND CLADDING) $ 0-10 SQ FT = +39.71-43.1 fu 10-20 SQ FT = +38.01-41.3 i 20-50 SQ FT = +35.61-39.0 z 50-100 SQ FT = +33.8,-37.2 100 - 500 SQ FT = +29.7,-33"0 EXPOSURE "C" L 2'-0" 4'-6" i'-9" 2'-2" M.O. 54 x 63 1/4 1'_4" SLOPE FOR GARAGE DR. N „1 12'-1" A A @i A-2 nT CONCRETE 1-4" BOLLARD V-2" N M 306o# EQUIP. EV. =.67' SLOPE 8" O`t- A N i` 6a.7 `• e _' GARAGE PERIMETER FTC. 16"08" CONC. FTG. W/ (2) #5 CONT. W/ 4 x 8 CURB - 16" - N r rn m N r U o N � U ¢ N) CN 04 yO R1J J CL p N 0. w :3 Q + (if O <tw ILn CL 2 IL U� w -0 0 Q) L 0 U •- ¢ U J U ?i Q 4 O O W J w O- D_ ¢ 3 w O Z w z Z O U W N In w X d x ® w w r� w �Q > O w Elf rr0ll 0 V r O � ¢ � z 0 Poo J ¢ a ® � w N J la � 0 O JOB NUMBER: 2019-080I z DESIGNER: W.A.R. o DRAWN BY: W.A.R. v PLAN REVIEW: 0 V) w SUBMITTALS: v LAU6 IVED PERMIT SET J 6/24/19 a_ 0 2019 wNW ty, Permitting 0 AITEil Y r TS bbbb b ADDRESS 116.21 GHATEAUBRIAND AVE Orlando, FL. 32636 PHONE C561) 643-1112 WE55ITE QulncyArchltecte9mall.com A MA 0 > REVISIONS: w A N A w I I 0 x J COPYRIGHT © 2011 J THESE PLANS ARE PROTECTED J YRIGHT RESULT UNAUTHORIZED ANY Ld UNAMAY I I Of ARCHITECTS SEAL 3 FOUNDATIONDO GARAGE RIGHT N CD Of o_ 0 Al QUINCY R. JOHNSON III 0 AR0001092. "CASTCRETE" HIGH STRENGHT PRESTRESSED LINTEL SCHEDULE LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM O4'-6" 6113 2000 3547 1000 8F16-1B © 4'-6" 6113 2000 2724 1000 8F16-16 © 5'-2" 4500 2000 2500 1000 8F8-18 O5'-10" 4360 2000 2053 1000 8F16-1B O6'-0" 4000 2000 2025 1000 8F64-1B O7'-4" 3500 2000 1850 1000 8F32-1B © 7'-6" 3000 2000 1780 1000 8F64-18 O12'-0" 1755 1500 1242 650 SF16-18 17'-4" 850 1000 850 300 8F16-1B /O ,) Q 17'-4" 950 500 404 300 BF16-18 O4'-6" 6113 2000 3547 1000 BF28-1B © 3'-6" 7500 2000 4000 1000 8F2B-1B O5'-10" 4360 2000 2053 1000 8F12-1B O4'-6" 6113 2000 2724 1000 8F32-16 O5'-10" 4360 2000 2053 1000 8F32-18 METAL ROOFING ON 300 FELT ON 19/32" C.DX. PLYWOOD ON PRE- ENGINEERED TRUSSES • 241-cc. UNDERLAYMENT SHALL BE ACCEPTABLE TO OWENS ` CORNING AND SHALL HOLD CURRENT FLORIDA STATEWIDE PRODUCT APPROVAL, OR BE LOCALLY APPROVED PER RULE 61G20-3, PER FBC SECTIONS 150123 OR R50523 INSUL. EL. 8'-O" / V-4" _ TOP OF BOND BEAM ALUMINUM DRIP (PAINTED WHITE) ON 2" x 6" SPRUCE FASCIA STEEL HURRICANE STRAP (SEE STRAPPING SCHEDULE) O.H. (TYP.) STUCCO 4 METAL WIRE LATH W/ 2" LONG, II GAGE NAILS, HAVING A 1/16" HEAD, OR 1/8" LONG, I6 GAGE STAPLES SPACED AT NO MORE THAN 6" O.G. OR AS OTHERWISE APPROVED WITH 6" x 16" LOUVER VENTS AT V-0"c.C. MAX. SEE VENTING CALL. FOR REQ'D. QUANTITY . , STUCCO ON 8" BLOCK WALL ADD "QUAKER" WATERPROOFING ADDITIVE TO STUCCO MIX • BLOCK / SLAB JOINT (6" BELOW TOP OF SLAB 4 12" ON BLOCK — ABOVE FINISH SLAB - 18" TOTAL) APPROX FIN. GRADE EL. 0'-01, _ REF. FLOOR SLAB Z GRADE = Z N r MONOLITHIC FOOTING —J 20" x 16" W/2 05 CONT. J W Project Information & Design Criteria Building Code: FBC / FRC 2017 6TH EDITION Type of Construction: C.B.S. Building Designed: Enclosed Wind Speed (3 second gust): 132 MPH NOMINAL Vaed ASCE RISK Category: 2 (Single Family House) Exposure: G Importance Factor: 1.0 Mean Building Heigth: 15 ft. Overhang 1 ft. 5/12 Roof Pitch Roof Load 47# Shingles Shutters: Yes Design Pressure see elevations PREFAB. WOOD TRUSSES • 24" O.G. R-IS BLOWN INSULATION (SEE ENERGY CALG'S) la 5 TYP NOTE: DEPRESS TOP OF INSULATION AT EXTERIOR WALL TO PROVIDE MIN. 1 1/2" VENTILATION SPACE t # + # i # + # # + F 1 v + + + + . + + + + + + . # 1/2,, GYP. CEILING BOARD WD. TRUSSES • 24" O.C. BOND BEAM (TYPICAL) (U COURSE (S"x8") WA 05 HORZ.REBAR 0 1/2" GYP. BOARD ON 1 x 2 P.T. WOOD FURRING • 24"o.O. r%v , _ M14 vew- R-4.1 INSULATION APPLIED WOOD BASE- CONCRETE SLAB a e d x a 4" 3000 ON .006 CLEAN, TREATED 16" EPEE Sim IO I 3/4"=1'-0" x fl " FIBERMIX CONCRETE VAPOR 6EARRIER ON COMPACTED, TERMITE FILL 4" DIA. STEEL GALV. PIPE FILL PIPE W/ �— CCNORIETE 9 (4) 1/1" DIA x 3 V2" LONG v MIDGE ANCHORS SLAB ON GRADE - SEE PLAN GARAGE FLR SLAB 7, _zil BOLLARD DETAIL SCALE: N.T.S. I 59' -a H 5 _0ii 4'_6" g _2„ 1'_4" 16'-8° 3i_In 3i_2n 12i_3ii V_2" 11_4" M.O. M.O. M.O. 38 x 2T 1/4 38 x 63 1/4 54 x 63 I/4 EMP / OBS. EGRESS O IXED GL. SH25 12'-6" - I 0 COV. PORCH to DOI68 8 CLG. EF BR. 4 ° 8' CLG. 1 6'-4" 4'-5" M.O. M.O. -14 x 81 1/2 15 x 63 1/4 y O i 2868 2868 m SH35 .068 ,SGr OPNG ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ NOOK no ■ 9'-4" CLG. BR. 3 ■ MASTER ° 8' CLG. = BEDROOM 16-4„ 3'-� 4'-2„ 3-5„ 9 N s 10'-4" COFFER. FAMILY - F`Q u ' 6" r-10" 3'-0' 3'- " r-6" 5'-s" 9'-4" CLG. : I �i I KNEE , '� I WALL 171 m o o " ; N ■ /.. ■ �/ 0 406 I I `-- J 3_0 I 2 K I TC H E N © E LOUVERED �0 9'-4" CLG. ■ 42" HT. iv © i W%CAPE 14'-4" 3'_8" 4 1,_2„ ' _ ■ DWI - 3068 ---- P•A8 T4'LEDGE C 5F 2868 „; .... _ FRAME WALLS 4068�.ir''....... 22x36 N '.'.'.PANTRY:.'.: :'.'r:.... TO CEILING - 2668 BF ■ rBF ATTIC ...... '._. ... .__._ ■ r 2066 I ACC. _ -I PLANTE L' B8' L I—� �., �� CG. WA H MG _6 3i_2u 5 _4 MC 14'-4u 10'_0" s I'_4" ° ° LNDY. DRYER M BATH a LIVING RM. r I I c. VENTO ■ ry�b L 9 =4 CLG. sD�a'IN 9'-4" CLG. TEMP. ;L. EXIT - ESCAPE WMA v ALL DISC. TO ■ ENCLOSURE ROUT dJ ' 11" HT. WALL v MEET 110-26 R-II INSUL. 3'-6" �+ 6° FIRE RATED E w 2868 SC W/ A_2 7UD SHWR M N O SELF CLOSER FBC R3025.1 CO! /p A BOLLARD O N 0 NJ ■ IN ■ I— f 22"x36"� ATTIC LccESs J ■ ■ ■ ■ ■ ■ ■ ■ SH24 OBS. ■ ■ ■ ICI 35 O 2' -1" 4 -4„ ,_ „ 3 1 SH35 DO ■ ■ ■ TEP1P. _ O51 I/2 x S I 3/4 N , i n N ENTRY 9 12' CLG. S — — ■ 9 GARAGE ■ ; r ■ Ln 8' CLG. — — — — — — — ■ I � ■ i 2 I NA �I I I -- - -- — 16010 O.H. GARAGE DOOR 3'-9" 1'-4" 4" 3'-2" 4' I'-4" 6'-2" 4'-6" '1 -I" 2'-0" (0'-0" V-0" 11- " 414o" 1'-9" 2'-2" 16'-0" 2'-2" M.O. M O. MA. M.O. x 63 I/4 54 x 63 1/4 22'-0" 10 _0 1'_4" 20'-4" 1 /4" = I' = O" SH25 �/A\ N Ox � Ex lu m ALL DISC. TO MEET 110-26 D ELECTRICAL M1 R r �A GY 000 v14" s. `� gOGG It Val NkCY JOSON HITECTS ADDRESS 11621 CHATEAUBRIA D AVE Orlando, FL. 32836 PHONE (56U 843-1112 WEBSITE QulncyArahlteat•gmall.com COPYRIGHT © 2011 THESE PLANS ARE PROTECTED BY COPYRIGHT LAWS. ANY _ UNAUTHORIZED USES MAY RESULT IN LEGAL ACTION. r*10fl L - 4.45 4RE4 LIVING AREA A/C 2,263 S.F. REAR PORCH 224 SF. COVERED ENTRY 55 S.F. GARAGE 405 5F. TOTAL 2,941 S.F. ARCHITECTS SEAL QUINCY R. JOHNSON III 0 AR0001092 N r- N r N C N U d' 0 U Q M N a) J i a o .. N of LO a w (n U�0�2 o w a �+Q)-' C w ._ •� J U J U 3Qp aUo0w� w a a af Q 0 L� 0 F- z w z z 0 U z w /■� 3 A In In w x a x O w w�! w Z OF" O W w > w o w A w O o z rn Q z t•]/S • POW I 1 J J Q U `°EL a Of Ocon w N J F O 0 w a- 0 U w U 0 O d w w m r Q 0 0 N 0 F O JOB NLJMBER: 2 019 — 0 8 0 z DESIGNER: W.A.R. o DRAWN BY: W.A.R. N PLAN REVIEW: 0 En w 0 SUBMITTALS: PERMIT SET 6/24/19 IL w In w w 0 F- tY Q 0- 0 z 0 REVISIONS: w A x A w J Q H 2 U J J Q U J J w a a tr Q 3 FLOOR PLAN In GARAGE RIGHT N H 0 A 2 PRECAST LINTEL BOTT. STEEL AS SCHEDULED Jk ELEV. - 12'-0" T.O. BEAM 'S IN FILLED COLUMN -SEE FDN PLAN. TYP. CONT. FROM BOND BEAM 2X BLOCKING AT TOP AND SIDES " ATTACH TO LINTEL E FILLED CELLS W/ 3 1/4" TAPCONS 6 12" O.C. STAGGERED 2X4 FILLER BLOCKS FOLLOWING RADIUS. PROVIDE MIN. 8" BEARING AT 12"D MA60NRY COLUMN 1/2" O.S.B. OVER BLOCKING (INT. AND EXT.). 2 EA. 601 COMMONS THROUGH O.S.B. INTO EA. FILLER $LOCK ARCHED SOFFIT/BEAM DETAIL R103.4F Id shing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural Framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM CeX Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM G1281, AAMA 812, or other approved standard as appropriate for the type of sealant: Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flAshing shall extend to the surface of the exterior wall finish. Approved corrosionresistant (lashings shall be installed at the following locations: 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 103.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1.The fenestration manufacturer771i2U+2122s installation and flashing instructions, or for applications not addressed in the fenestration manufacturer??112U+2122s instructions, in accordance with the flashing manufacturer??1i21.1+2122s instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped 1n such a manner as to direct water to the surface of the exterior wall finish or to the waterresistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2.In accordance with the flashing design or method of a registered design professional. 1.3.In accordance with other approved methods. lA.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco rppings. 3.1.1nder and at the ends of masonry, wood or metal copings and sills. 4.Continuously above all projecting wood trim. 5.11here exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.At wall and roof intersections. -.At built-in gutters. SEE ROOFlNG NOTES ON TYPICAL WALL SECTION TRUSS BRNG. E TRUSS PL SEAN 3/4" STUCCO FINISH OVER METAL WIRE LATH W/ 2" LONG, 11 GAGE NAILS, HAVING A 1/16" HEAD, OR 7/8" LONG, 16 GAGE TYPICAL SOFFIT : STAPLES SPACED AT NO MORE THAN 6" O.C. 3/4" STUCCO FINISH OVER OR AS OTHERWISE APPROVED RIBBED LATH W/ 8d NAILS TYP. LINTEL ® 12" O.C. (EA. TRUSS) &BOND BM. CONC. BLK. CLMN. SOFFIT / PORCH & ENTRY CLNG. DETAIL PORCH BEAM DETAIL Attic Vents Galculation Attic Area: 2548 S.F. / 150 = 11.0 s.f. required. Vents Provided: 6" x 16" _ V x 1.33' _ .61 5(c:� ft. Roof Overhang: 230 lin. ft. / 8' = 2g units x .6`1 Ventilation Provided: IB.4 sq. ft. 13" 6" KEYSTONE DETAIL 12 5F- ELEV. 9'M O. BEAM r fV co v r, +38.0 ELEV. B'-0"- TA. BEAM ELEV. 0'-0" FIN. FLR rw;ZOITT L\/AT (4 BEDROOM) METAL ROOFINC7 ELEV. I7-4" _ PEAK OF ROOF 1/4"=1'-011 12 5� STUCCO J �FINISH + 8.0 - 1.3 METAL ROOFING - \ TUCCO J FINISH +38:0 3 METAL ROOFING ELEv.9'-4" _ T.O. BEAM +40.0 -43. +38.0 41.3 LEFT BLXVATIONIII, (4 BEDROOM) STUCCO FINISH +35.6 39.0 +38.0 -41.3 -- - - SIGHT L0y401101N (4 BEDROOM) 1/4"=1'7" 12 5 (4 BEDROOM) I/4"■1'-0" SCORED STUCCO SIDING ELEV. 12'-0" TA. BEAM T.O. BEAM _ ELEV.O'-0" FIN. FLR ELEV. 9'-4" T.O. SEAM FILE COPY VIREEWED FOIE CODE COMPLIANCE c-r UCIE COUNTY %FAFAF& It ADDRESS 11621 CHATEAUBRIAND AVE Orlando, FL. 32836 PHONE C561) 843-1112 UJE581TE QUIncyArchit•ztagma 11. COPYRIGHT © 2011 THESE PLANS ARE PROTECTED BY COPYRIGHT LAWS. ANY UNAUTHORIZED USES MAY RESULT IN LEGAL ACTION. ARCHITECTS SEAL N - O U ¢ M N J > 0- < N a N 0 V) a d U � O 4; C Li I U ,� w J U J Q L ¢ w ¢ 3Q� 400w I ' 0 w U 0 0 a w w m r Q 0 x 0 z 0 F JOB NUMBER:2019-080 z DESIGNER: W.A.R. DRAWN BY: W.A.R vi PLAN REVIEW: z z (N O SUBMITTALS: vi PERMIT SET J 6 /24/19 w L,J H o 'o z 0 w REVISIONS: w M ALLJ J J Q N H C7 of J J ¢ U J J J w w w 3 ELEVATIONS GARAGE RIGHT N Of a 0 QUINCY R. JQHNSON III 0 AR0007092 RM 5. v b- SHEATHING SHALL BE FASTENED TO ROOF W/ 8d RING SHANK NAILS 0 6" O.C. 0 EDGES AND 6" O.C. 0 IN RMEDIATE FRAMING EXCEPT AS FOLLOWS 1. SPACE FASTENERS 4" O.C. MIN. 0 GABLE ENDWALL OR GABLE TRUSS. ROOF NAILING DIAGRAM N.T.S. ELEV. V-4" (12'-0" • ENTRY) 7.0. BEAM 90 DEGREE HOOKS OVERLAP 25" MIN. ELEV. 8'-0" T.O. BEAM CHANGE IN BEAM ELEV. N.T.S. HORI2. TIE BEAM STEEL SEE WALL SECTION FOR STEP REQUIRMENTS D CELLS WITH BAR CONTINUOUS BEAM TO FOOTING TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY LOCATIONS AND CONNECTIONS ONLY UNLESS SPECIFIED ON THE TRUSS LAYOUT TRUSS UPLIFTS ARE 800# OR LESS. STRAP EACH TRUSS AT EACH CONCRETE BEARING WITH (1) HETA16 w/ 10-10cx1-1/2", UPLIFT RATING = —1810 LBS TYPICAL OUTLOOKERS 2x4 0 24" O.C.. 400# UPLIFT EACH BEARING SECURE WITH HETA16 TYPICAL COMMON AND END JACKS 7' AND LESS 400# UPLIFT 4-10d PER HETA16 USE 1 1/2" 10d NAILS IN STRAPS UNLESS NOTED: NO SPOTTING OR CRACKING ALLOWED. EXTERIOR PORCH CEILINGS 3/4" STUCCO ON HIGH RIB LATH 1/2" DW ON 1/2" PW EXT. GRADE OR 5/8" SOFFIT BOARD BLOCK SEAMS. MAXIMUM LATERAL FORCE EACH TRUSS 80#. UPLIFT L1 L2 HETA16 730# 11-10d 1365# 335# LPTA 10-10d 1020# 815# 1000# 13-10d 1330# 815# 1300# HCP4 20-10d 1000# 265# 265# H10 1—PLY 9-10d 950# 780# 430# H10-2 10-10d 1295# 695# 530# TA20R 13-10d 1520# 245# 335# Connector Schedule Truss Bearing Truss Connector Connector Fasteners Notes ID Point Uplift ID Uplift O 1000 (1) HETA16 1365 11 — 10d © 1500 (2) MTS18 1680 each strap note #1 © 1600 (2) HETA16 2035 11 — 10d each strap DO 1875 (1) HHETAI6 2235 11 — 16d Q 3330 MGT 3965 22 — 10d note #2 4089 MAX HGT-2 10980 16 — 10d note #3 © 4757 VGT 4940 16—SDS 1/4 x 3 note #2 O SEE PLAN HTSM16 1020 8 — 10d note #4 note #1 — 5/8" WEDGE ANCHOR (8" EMBED) TO CONC. BEAM note #2 — 5/8" WEDGE ANCHOR (8" EMBED) TO CONC. BEAM ANCHORS CONC. BEAM note #4 —(4) 1/4% 211/4"TITENS TOSCONCEBEAM USE TRUSS CONNECTOR UNLESS NOTED OT�4EFUISE O CV r CA RC RC RC 7' 0" 181811 C�5 U U T.O. SEAM n iO NMI -0" CEILING Ell 411011 T.O. 8'-0" CEILING KE 81- " CEILING J1 r if ,4TF__ < X14' 0 ' ' 0' 2 o � 7' 0" r J7 O J7 r r CM CV) r J7 CQ ¢ ry0 Q m r N M N J7 Ud Q Q Q 6 Q Q Q Q ¢ ¢ d d d ¢ ELWEV. V-4" U T.O. BEAM 40 >< J7 J7 i N J7 T ir\ I ir�� 00 12 SQUARE CUT OVERHANG 5 HEEL4ELH / HEIGHT TRUSS END DETAIL 6' 6" EEO On Eoz 12'-0" ( ELEV. '-4" S 17 T.O. B M E01G CJ1 ELEV. 12' T.O. BEAM . O CA 101011 1 71411 591811 Pre Enaineered Truss Note This is a pre engineered truss framing plan for a "Builders Set" of construction drawings. It is not the Intent of this plan to show every detail of construction. The truss manufacturer shall use this framing plan as a guide in the development of truss shop drawings. The truss manufacturer shall be responsible for, and furnish final engineered truss shop drawings complete with the engineering which shall supersede this drawing. Truss spacing, girder locations and concentrated points of bearing. Submit three (3) complete sets of shop drawings, including all engineering, to designer for conceptual review prior to fabrication. The contrdEtor shall be responsible for checking, verifying, and coordinating tFdss shop drawings with the architectural plans. Bearing which occurs on any wall or d®Iumn which has been located with a + or — dimension or is at a 4J degree angle to the major axis of this project shall be field varified by the builder, or truss manu— facturer for the exact "As Built" dimension prior to fabrication of truss members effected by the some. HTU261 CEILI 201411 C04G O C) CV c� O r CO3 CO3 O 00 CO2 SHOP DRAWINGS BY OTHERS 1/4"=1'-0" THE TRUSS DRAWINGS PREPARED FOR THIS RESIDENCE BY 'BUILDERS FIRST SOURCE" HAVE BEEN REVIEWED AND APPROVED BY THE OFFICE OF "QUINCY JOHNSON ARCHITECTS" N n QI z r N c 0) U � d' o 04 y J d J a_ ¢ ®� O Ld U � O CIJ o u_ a C ui cr U •� J Lu _J U Q L 0) cr U tLLi g J 3 QD f-0 0 w J w 4M rL d 0 3 0 �I 0 w U 0 0 CL a w af m a z 0 0 v7 z 0 d w JOBNUMBER:2O1g-O8O o DESIGNER: W.A.R. mo DRAWN BY: W.A.R. PLAN REVIEW: FILE COPY SUBNUTTALS: Vi z REVIEWED FOR PERMIT SET g CODE COMPLIANCE 6/24/19 LJ ST. LUCIE C!�•OUNTV BOCC rr rL Ub�iTbo6 T Ncy 1VS Z 1V o w 9HITECTS A SIGNS: w b ADDRE85 11621 CHATEAUBRIAND AVE Orlando, PL. 32836 PHONE (561)843-1112 C=7 it WEBSITE QulncyArchitect.gmall.eom J J d COPYRIGHT Q 2011 ti THESE PLANS ARE PROTECTED _J SY COPYRIGHT LAWS. ANY J UNAUTHORIZED USES MAY d RESULT IN LEGAL ACTION. a_ Of ARCHITECTS SEAL ROOF PLAN m GARAGE RIGHT N 0 of 0_ �V A-4 QUINCY R. JOHNSON III 0 AR0001OS2 COV.' PORCH 8CLG. r MASTER BEDROOM NOOK 9'-4" CLG. 110 fm %j 120 cfm 10 x 6 x 7 50 cfm 6 x 6 x 4 BR.4 8' CLG. 2 x 12 e /112 % 12 10'-4" COFFER. I FAMILY 9'-4" CLG. c 10x6x6E — l � 12 x8xl� i -� 225 cfm ;� xx° 1 \ 215 cfm ; I/\I 12 x 8 x 8 r 18x14 RAG L — J 4 I KITCHEN OVER DOOR I — I 9'-4" CLG. A1414x 14 144" �wiCjC� / 12 x 8 x 8 110 cfm- 6 x 6 x 4 '/r 160 cfm L_ - P4�6 x 12x6z7 cm. 200 cfm t2 x8x7 to x 5 80 cfm BATH CLG. R COND. DUCT LAYOUT N.T.S. ROOF TRUSSES A50VE ELEv. B'-v, T.O. CEILING / 25 GAGE MTL J 3 5/8" TOP PLATE — GYPSUM BOARD BOTH SIDES ( 1/2" MOISTURE -RESISTANT BOARD WHERi SCHEDULED). RAISE GYP 51: OFF FLOOR (T 25 GAGE MTL BOTTOM PLAT ANCHORED W/ 3/411 GUN NAILI 140 cfm LIVING RM. s-, 4 aG ENTRYY. —1/2" DRYWALL CEILING —FINISH PER CLIENT — 3 5/8" (25 GAGE) MTL (20 GAGE SHOWER WALL) FRAMING a 24" O.G. (1(w" O.C. at G,Q94GE WALL) SCHEDULED Ali SCHEDULED a CONC. SLAB TYFIGAL INTERIOR f=ARTITION SCALE 1/2" sl TU M SANITARY SYSTEM PLUMBING RISER DIAGRAM DINING 9'-4" CLG. 135 cfm 10 x 6 x 7 BR 3 8' CLG. sxsxa 60 cfm1 0 x 10 " 12 1�114 9 , 4�Q — `//- x 10// 3 W 29"D AHU STAND 10 x 6 x 6 180 cfm 6806 fm BR. 2 8' CLG. GARAGE 8' CLG -------------� I I I I I I I I FOR OVERHEAD: 1)) 4/0 AL 2/0 AL IN STEEL COND. F.P.L. TO DETERMINE OVERHEAD OR UNDER GROUND SERVICE 2 OPTIONAL UNDERGROUND UTILITY — P.V.C. NIFME4F4L (1) 2/0 AL 120/240 METER VOLT 1+ - 3W 200 AMP TF40 CIRC. WITH MAIN BRKR. J GOODMAN - 16.0 SEER AHRI CERT. # - 8331291 COND. - GSZ160481B COIL - ASPT49D14A III SEWER GRINDER HEAT/A.C. Dft. PER EQUIP. DEMAND BRANCH CIRCUITS AS REG'D. #4 COPPER WIRE GRND. TO FOOTER STEEL AND COPPER WATER PIPE ELECTRICAL RISER DIAGRAM N,T.s. SERVICE CALCULATIONS GENERAL LIGHTING LOAD 2263 TOTAL AREA AT 3 WATTS 6789 2 SMALL APPLIANCES AT 150OW 3000 1 LAUNDRY CKT. AT 150OW 1500 11,289 -3000 = 8289 GENERAL LIGHTING DEMAND 8289 x .35 = 2901 FIXED IN PLACE APPLIANCES REFRIGERATOR (DEDICATED CIRCUIT) LOAD INCLUDED IN SMALL APPL. CKTS. DISHWASHER 1200 DISPOSAL 1200 MICROWAVE 1500 WATER HEATER 8500 WATER PUMP 1687 POOL PUMP 1840 15,927 V.A. AT .75 = 11,945 HEAT & AIR. COND. 10,000 DRYER 5,000 RANGE 8,000 TOTAL DEMAND 37846 / 220V = 172.03 AMPS ELECTRICAL SERVICE BUILT = 200 AMPS GFI I` MAST R \\ BEDR C S � I I � L--1—_ / COV. PORCH \\ FAMILY // FIELD LOCATIOINY 9'-4" CLG. aQ � BR. 4 OCABANA Q = WP GFI Q NOOK I FEILD O �� JB�A Q ---- FI D i FI °0 4� ---- I\ ' ( / ' - - I G ) G I kz'KITCHEN I I O IN FIELD \ FI I 9'-4" CLG. 0-1 \3 / \ \ \ 3 ...........::........... PANTRY :.. ...... .......... \ � T .................. 3 GFI LIVING RM. 9'-4" CLG.---N'D1 DINING 3 9'- 4" CLG. Q GRIP ALL DISC. TO ������------����tt{{{{ii (F- �4 \ — — ' — -- MELT II0-26 I \ I ENS 12' CLG. ELECTRICAL LEGEND O &JRFACE MOUNTED LIGHT �� WEATHER PROOF RECEPTACLE IVALL MOUNTED LIGHT 4� GROUND FAULT RECEPTACLE `0l RECESSED HIGH HAT QUADRUPLEX RECEPTACLE �LOJ RECESSED VAPOR PROOF LK�HT 220-VOLT RECEPTACLE ® FLOOR RECEPTACLE ' &JWACE MOUNT FLUORESCENT FIXTURE 0 BREAKER PANEL RECESSED FLUORESCENT FDRIIRE rt� O O �LJ ELECTRIC METER HEAT LAMP/ EXHAUST FAN COMBO IliMAIN DISCONNECT PANEL FLOOD LIGHT Ep DEDICATED DISCONNECT PANEL O �TION BOX — — ROUTED WINE Q Dotm TFAN -d TELEPHONE JACK �Q MACK LIGHTING FIXTURE I I TELEVISION JACK +a SWTCH INTERCOM fix' 3 RAY SWITCH JAI ZJ SECURITY SYSTEM 'A'a 4 UAY SWITCH CHIMES -4}0 DMPBR SWITCH -0 P*I4 BUTTON -GARAGE OR OPENER O THEFN'106TAt -0 FSH BUTTON -GARAGE OR OPENER OT TIMER RELAY ono' TIM SWITCH O SMOKE DETECTOR 0t HEATHER PROOF SWITCH GARAGE DOOR OPENER 0- DEDICATED RECEPTACLE *,-AD DU�LEx RECEPTACLE 110A20 DLE FAN SWITCH ACTIVATED RECEPTACLE GARAw DOOR Ptl°�H BUTTON ® CARBON MONOXIDE ALARM LATTIC ACCMI I ` GFI I \\ PRE WrRE'o G.D.O. GFI F— — — — — — — — — — — — — — — — — — — I � 'I 200A� f PANEE�IIL / ELECTRICAL FIETER W/DISG. (CON CTOR / TO VERIFY LOC�P4L / t�zloR TO INSTALL rION) NOTES: 1. ALL EXTERIOR RECEPTACLES SHALL BE WEATHER PROOF AND GFI. 2. ALL GARAGE, BATHROOM, AND ANY RECEPTACLE WITHIN (6) FEET OF ANY SINK SHALL BE GFI. 3. ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHER PROOF. 4. ALL LIGHTING FIXTURES ARE TO BE SELECTED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. 5. E.C. SHALL COORDINATE METER AND SWITCH -GEAR LOCATIONS WITH LOCAL POWER COMPANY. 6. ALL LIGHTING AND RECEPTACLES SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 7. ROMEX MAY BE SUBSTITUTED FOR WIRE AND CONDUIT SYSTEM FOR BUILDING INTERIOR ONLY. ELECTRICAL CONTRACTOR SHALL INSTALL EQUAL WIRE SIZE BASED ON PANEL WIRE DESCRIPTION. 8. PROVIDE TIE HANDLE FOR DISPOSAL AND DISHWASHER CIRCUIT BREAKER. 9. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND TIED TO KITCHEN OR BATH CIRCUIT. 10. RESIDENCE SHALL HAVE CARBON MONOXIDE ALARMS WITHIN 10' OF ALL SLEEPING AREAS PER FL. STATUTE 553.885. VERIFY LOCATION AND TYPE OF UNIT IN FIELD. 11. PROVIDE AFCI PROTECTION IN THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, BEDROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS. REFER TO NEC 210.12(B) [HMI ALL DISC. TO MEET 110-26 C0a ST. ADDRESS 11621 CHATEAUESRIAND AVE Orlando, FL. 321S36, PHONE (561)843-T112 WE58ITE =Inc9Architmct*gmailcom COPYRIGHT C) 201T THESE PLANS ARE PROTECTED BY COPYRIGHT LAWS. ANY UNAUTHORIZED USES MAY RESULT IN LEGAL ACTION. ARCHITECTS SEAL N O] y r cV c Q) w 4- X Q MJ N IN 0 1 _ Q J L L p N 0) _ Inn a d U N O CL ,4� Lei K U ,� J U J U LLL 3 Q 0 � O O w ?G E i r z 0 Q 0_ JOB NUMBER: 2019-080 0 DESIGNER: W.A.R. LATTIC ACCMI I ` GFI I \\ PRE WrRE'o G.D.O. GFI F— — — — — — — — — — — — — — — — — — — I � 'I 200A� f PANEE�IIL / ELECTRICAL FIETER W/DISG. (CON CTOR / TO VERIFY LOC�P4L / t�zloR TO INSTALL rION) NOTES: 1. ALL EXTERIOR RECEPTACLES SHALL BE WEATHER PROOF AND GFI. 2. ALL GARAGE, BATHROOM, AND ANY RECEPTACLE WITHIN (6) FEET OF ANY SINK SHALL BE GFI. 3. ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHER PROOF. 4. ALL LIGHTING FIXTURES ARE TO BE SELECTED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. 5. E.C. SHALL COORDINATE METER AND SWITCH -GEAR LOCATIONS WITH LOCAL POWER COMPANY. 6. ALL LIGHTING AND RECEPTACLES SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 7. ROMEX MAY BE SUBSTITUTED FOR WIRE AND CONDUIT SYSTEM FOR BUILDING INTERIOR ONLY. ELECTRICAL CONTRACTOR SHALL INSTALL EQUAL WIRE SIZE BASED ON PANEL WIRE DESCRIPTION. 8. PROVIDE TIE HANDLE FOR DISPOSAL AND DISHWASHER CIRCUIT BREAKER. 9. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND TIED TO KITCHEN OR BATH CIRCUIT. 10. RESIDENCE SHALL HAVE CARBON MONOXIDE ALARMS WITHIN 10' OF ALL SLEEPING AREAS PER FL. STATUTE 553.885. VERIFY LOCATION AND TYPE OF UNIT IN FIELD. 11. PROVIDE AFCI PROTECTION IN THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, BEDROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS. REFER TO NEC 210.12(B) [HMI ALL DISC. TO MEET 110-26 C0a ST. ADDRESS 11621 CHATEAUESRIAND AVE Orlando, FL. 321S36, PHONE (561)843-T112 WE58ITE =Inc9Architmct*gmailcom COPYRIGHT C) 201T THESE PLANS ARE PROTECTED BY COPYRIGHT LAWS. ANY UNAUTHORIZED USES MAY RESULT IN LEGAL ACTION. ARCHITECTS SEAL N O] y r cV c Q) w 4- X Q MJ N IN 0 1 _ Q J L L p N 0) _ Inn a d U N O CL ,4� Lei K U ,� J U J U LLL 3 Q 0 � O O w ?G E i r z 0 Q 0_ JOB NUMBER: 2019-080 0 DESIGNER: W.A.R. 0 DRAWN BY: W.A.R. vi PLAN REVIEW: CD w p SUBMITTALS: u PERMIT SET g 6/24/19 w w o I 0 z > REVISIONS: w H 0 I J w a 3 ELEC. PLAN m GARAGE RIGHT 0 2 _U 0- 0 0 A5 QUINCY R JOHNSON III 0 AROOO'1092 Cfl 591811 1818" 4110" 181811 C,15 71011 O1 �\'-0" CEILING 02 r tip, , mu... 4, . , .�.:.u� � e P , c> 03 — / -- .�— ,� i Cil CJ3 M6\ /// 4'/�IONG �( 1>1 X X X J7C J7C PC J7C J7 J7 J7 J7 J7 J7 J7 J7 P 221411 81-0' CEILING Nt X yvv z Eo \�CCU `LL LL^ \4 / v ✓ v v " / v / v / v / �v 2011 4 , </- '✓ \ / \ / (0 A / /Xv /' v /\ X /X\ /X \ / \ CO \u/ Au/ \u/ / y( i x / \ / A /\\ X\ / \ / \ 1/V Z / \ V10 o' / v v v 9-4 EILINQ, v V10B, XV X X I N LO U AV U V /rd V/ / A A -z� ? 7� � , z 31911 E02 12'-0" CEILyNG E01G ..7. .._..,., ,.- CJ 1 ->a -, CJ 1 O .11 M a ¢ U 61611 1119"11 10101111 714" 22' 0" 591811 ' CEILI 201411 N N m x x J_ W U O i 00 71011 C04G N T— O CO3 CO3 O 00 CO2 O ti Hatch Legend `I8, — A. 9'-4 " A. F. F TRUSS END DETAIL SQUARE CUT OVERHANG 12 5 4-1/16" HEEL HEIGHT 1'-0" FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 1130CC HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TOLL: 20 PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By Date TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: INTELLI HOMES PROJECT: 1 SINGLE FAMILY MODEL: WINDSOR W ADDRESS: EDWARDS ROAD LOT / BLOCK: 6 & 7 CITY: FORT PIECE COUNTY ST LUCIE DRAWN BY: JL JOB # : 1831116 DATE: 06/22/19 SCALE: NTS REVISIONS: 1. 2. — 3. 14. J61a , F"IrstSwme 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475