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HomeMy WebLinkAboutBuilding Plans & Survey• ', •' • 1 i , ' i • : ; ark '" # ♦ �. ',:' • , • • f'i' � • is w 5/8-IRON ! !' r STAMPED "LB f ELEVATION Y BENCHMARK NO. ,d 5/8"IRON `!l STAMPED B 7805 ELEVAT10N 23.09 ! i NB9*55': (BEARING rjn:sc.) jj - WAILM SET M ! '!ir : r TOWNSHIPTHE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 17, SOUTH, RANGE 9, EAST, AND EXCEPT• ALL LYING r BEING IN ST. LUCIE COUNTY, FLORIDA. TOGETHER WITHALL APPURTENANT Tf THE PROPERTY SUBJECT t TO ALL BURDENSAPPURTENANTi PROPERTYCONVEYEDiw THAT E• tIN EASEMENT AGREEMENT RECORDED rOFFICIAL r • BOOK 3123, GE 1925, AS AMENDED IN OFFICIAL S BOOK 3569, PAGE 859, ALL OF THE r f RECORDS OF i FLORIDA. SOUTHTHE OF E OF ... SOUTHWESTSECTION . • M 35 is RANGE EAST, AND EXCEPT 44 FEET THEREOF, ALL LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. t � f BEGIN AT INTERSECTION OF OF t OF SAID SECTION 17 AND THE EAST RIGHT OF WAY LINE OF THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 54; THENCE NORTH 00*32'41" WEST, ALONG SAID EAST RIGHT OF DISTANCE OF •' ;' •EAST, DEPARTING SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 1286.46 FEET; THENCE SOUTH •iEAST, t DISTANCE OF • FEET TO SAID SOUTH OF 1/4 OF •N 17; THENCE SOUTH «« . ALONG SAID SOUTHk. DISTANCE OF 1285.94 FEET TO THE POINT OF BEGINNING. TOGETHER WITH ALL BENEFITS APPURTENANT TO THE PROPERTY CONVEYED HEREBY AND SUBJECT TO ALL BURDENS APPURTENANT TO THE PROPERTY •w_ ' CONVEYED HEREBY f IN THAT CERTAIN EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3123, PAGE 1925, AS AMENDED IN OFFICIAL RECORDS BOOK 3569, PAGE 859, ALL OF THE PUBLIC RECORDS OF • FLORIDA. THE SOUTH 1 /2 OF THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 17, TOWNSHIP 35 SOUTH, RANGE 39 EAST, LESS AND EXCEPT THE WEST 44 FEET THEREOF, ALL LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT: THE NORTH 338.61 FEET THEREOF. TOGETHER WITH ALL BENEFITS APPURTENANT TO THE PROPERTY CONVEYED HEREBY AND SUBJECT TO ALL BURDENS APPURTENANT TO THE PROPERTY CONVEYED HEREBY SET FOR IN THAT CERTAIN EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3123, PAGE 1925, AS AMENDED IN OFFICIAL RECORDS BOOK 3569, PAGE 859, ALL OF THE PUBLIC RECORDS OF COUNTY, LUCIE •'' MY'. LEGEND O.R,B. — OFFICIAL RECORDS BOOK — CENTERLINE P — PLAT M — MEASURED D — DEED (C)— CALCULATED L.B. — LICENSED BUSINESS CONC.— CONCRETE C.M.P.— CORRUGATED METAL PIPE INV — INVERT EL — ELEVATION F.F.E. — FINISH FLOOR ELEVATION P.U.E. — PUBLIC UTILITY EASEMENT D.E.— DRAINAGE EASEMENT OHU — OVERHEAD UTILITY LINE `Qa— WOOD POWER POLE �— GUY ANCHOR C.C.R.— CERTIFIED CORNER RECORD — WOOD LIGHT POLE ®— ELECTRIC METER I.D. — IDENTIFICATION �)T — TELEPHONE RISER M.E.S.— MITERED END SECTION — CATV RISER — FIBER OPTIC CABLE PEDESTAL HADC — HAD HIGH DENSITY POLY ETHYLENE PIPE f Al/ 'rMrr— I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS CERTIFIED` TO OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS JUSTIN M. ALLEN AND CHERYL L. ALLEN AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION GEM BUILDERS, INC. 472.027, FLORIDA STATUTES. Digitally signed by BRIAN C MIDFLORIDA CREDIT UNION KIERNAN BRIAN FIRST INTERNATIONAL TITLE COMPANY CIVILSURV DESIGN GROUP, INC. C DN ualifi o=Florida, 'dnQual ifier-A01410D000001787 E�132050000EMC, en=BRIAN C KIERNAN ____ _ Date: 2021.08.17 12:04:10-04'00' BY:_ __ —BRIAN C_. KIERNAN-----------®®—_ -------DATE OF SIGNATURE PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 y�pq V® j rL � =v Lu I= Lu Q U i I o 1- W A'. cm II Q Y' J Z Ciw KJ N U -'a QD 11.! LtJ � I� 0 Z t!} N QD StIEE'I' NO. I OF 1 0 I Ln I 13'-0" 16'" 13'-0- 11'-8" 2'-7" 14'-7"" 28'-4" 40'-8" 11'-2"' -5'" H33 s.h. 12'-4- 9'-11- NITCHE NOTE: All nitches in the tub and shower areas are to be 16-W x 48-T x 24"' a.f.f.e. W 1'-4„ 15'-0- Ll 2] 25 s.h. �-3 �--4 25 s.h. • • 0 0 0 _ _ Egress • Egress 0 se a� s Her 48-Tall Knee N \ Slide z Bar Wall with Temp. -� Glass above 10'-0"' I \ 25 s.h. 2 -0 _� 2'-0'" Cing. 1 b 0 0 I Egress \ o Master Bdrm. I 2680 0 B BStandard , 10'-0""Cing. & 12"Coffer Pocket oo o American Tub: 66'"x 32'"x 23"" N I \ N 2'_6" Cadet \ @ 2764014M202-011 o I 13'-0" 18'-10"' d 2'-2"' 3'-11 " �+ 3'-1 Q. 3'-10"' T-2"' 16- 35 s.h. b00 'oo m _T L-13 I \ `' 2680 " 2680 Safety \ Future ( Pocket Pocket 10'-0" Glass N I \ Summer Cing. L 2 'v I I Kitchen \ 122.5 x 36 Ledge 3'-2"" 7'-10"" I \— I I Access I 1 M 0 100 \ -------- d o L-----I 10'-0- cbo �o `r I Limits of Raised Brng. HB [� N Cing. COD N O O fit' ❑• N '- Elect. F.P. N T ' h N T 0 Porch ❑ 0 — 0 3/12 Slope — — — — — —±12112 I Ceiling 6 8" 12 6'-0 9'-1 " 9' 4- L-9 I I 112 ❑ I ( I Frame down I I co I Header to F. 6080 I I i In Raised Bond Beam I 112080 S.G.D. & o 9'-4"a.f.f. of I I I I to 12 8'"for truss brng. 124"'Tall Fixed I I I I I Cing. I I above S.G.D. See Roof I Glass Ab-o o o o L-13 I Framing Plan I —1 I 21'_0„ I I1211'-6„ 6, 4„ 1,-6„ 8 7,_0„ I 112 I L-8 I I I I I T 13'-0" 13'-0"" 10'-0°' ; I Great Room I I Hdr. at I _� I & 12"Cofer 8'_-0—"a—.f.f.12'-0Cing. I aIo I I oo E. 00 — 18 =6"= — — — — v.t.r.0 2'-6' 6 3'-6' Do I 1 6'-4"" Sink g 101g. o N D F.. fromm F.F.E. I I o L-2 35 -� I 1 p HR [] 0111 I 8 x 8 d.w. deco. beams Divide Coffer into (5) I "' 11 Lnd. L-4 I I 00 l 0 —� I Equal Sections 00 Granite 10'_0�" Top at J I ( I ref. Clng . 30" a.f.f. 25 1 1 +/- s.h. I I L-11 1 35 — — — — — — — — -- I HR }-�2'-0 --- ------ 2'-0" Coffee p I I o I I r � Bar d' I I i I T-0- 13'-8" LO 11'-3"' 3,LO 2' 2'-6"" 3'-4" 3'-6"" 2' 10- I I � LO ' 00 N I L-5 I I 12"x 35"Frame Kneewall I I HB Dining 0 L-14 I I 10' 0'"Ceiling I I I �6, Pantry �o`b° 00 10'-0„ b —_— — _`�' Cing. LOAD 50g ------- . N 35 ( I— `r ( 2880 wh BRNG. 'Cn I HR I I LIZI I Boollard Pock t WALL p I------- dw --------- E M I L-5 I T-0'" 12 T-0- 12 I Kitchen I I I 20"x 30" I I r RAG o (2) 2 x 12 Header 1 1 2$$Osc I l M.Hdr. I 12'-0"Cing. & 12'"Coffer o i f Hdr. at 8'-0" 8 1 T-8' 1 4'-0 r- 4'-2' 24'-0- 8 I o at c, O 8'_0"" L— — — — N Cooktop & — — — —" I I L — — — yp Cln 0„?6�0 ( g' 1 Cl) 'off doh �� �o io Exh. Hood _ --� °°� _----------- "'� ;r, �, Wall Oven — O I — — — — ZT — — — — — I Ref.water —— $dr t Bench 1 00 Aline Trusses on either side of A.H.U. to allow 3 _4 n line a.h. ducts to access the attic Po80et 5,_9„ 2680 co Garage o I "o `� Cing. "' -- i 10'-0"'Cing. from N ; I 22.5 x 54 Atticcoess F.F.E. & 20'"Coffer I with Stud y -N 2680 I Ladder I I I ( s I I U-0""Ceiling 10'-0"" Pocket o L__ (3) 25 s.h. Egress 17'-1 "" 10'-0"' M �' a, Cing. N Provide R13 Batt o Cln g Insulation in Adj. I 00 I 5'-4"( 2' 4'" 13'-1 5'-4"" 12'-6" Walls 24'-0" to — I 11 `� Li 5080 LOAD ---------------- o Bdrm. 3 Bdrm. 2 wA�L , 0 + :: Z :: 10'-0"Ceiling 00 1 U 4J ::: 10'-0Ceiling I �, N l 04 0 011 RF 011 14 1 0 R 0 11ill 001 IR I0 u Outdoor Shower HB 48'"x 48" Conc. Pad Floor Plan scale: 1 /4- = 1'-0"" ^� ( 020 [L--]HR 7L- 20'-9- 1 8'-9'" 25 s.h. Egress 13'-2" F-4 3020 HR < FL-4] 5'-5"" 25 s.h. Egress Well Pump HB 34'-11 Project Data vProject Name: Allen residence Street Address: 2080 Pulitzer Road � ,...� City: Ft. Pierce .. County: St. Lucie State: Florida O � L W d' Scope of Work J New one level CBS single family Z `~ LL � residence 0 w 0 1 Q ,� o0 Design Loads -' a U N Roof Live Load: 20.0 p.s.f. U) 6 Floor Live Load: 65.0 p.s.f. Co z a O Wind Speed: 160 MPH w Wind Importance Factor: 1.0 Building Category: II `" LL Wind Exposure: C w o Internal Pressure Coefficent: .18 > � Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. ,(1) 0 Building Data Occupancy Type: Group R Construction Type: V > Number of Stories: One U < r- Project Area: 3866 s.f. w M . U.)Ct� b- dam' N Building Code ' = o M 00 U O Z N 2020 Florida Building Code: Residential — W 2017 National Electric Code NFPA 70 CZ Q r T Area Tabulation Living 2678 Garage 600 Porch 423 Entry 165 Total 3866 Total Cubic Volume: 29,035 c.f. Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 (V V t6 � � ca O .� •Cn O N _W E U a v V 0 CO a+J drawn checked s.l. date 9/13/21 scale as noted job number 21029 sheet A-1 v I C I Lr d C I d I '2'-n„ i R'-n " 4(1'-R- V-4"' i s,-f1" 16" 1 V-8'" 28'-4„ 12'-4" 4'-6" 5'-4" 5'-5"" 3'-10" 4'-10- 4'-5" 3'-11 " 4'-9" 3'-C a F_ 1 ;• o o .. F-1 Kill F_ 1 0 0 0 0�— IRFa —F=4 — � N -4" ( "' N I ,I o i 7'-2"CIO N 1 a ( F_ 1 ,N C)( � Co M `� F-1 I ( M -� FIE- ,I F I c E o 24"'x 24"x 18-pad footing with (i) #5 F-5 1 footing with 24""x 24"x 18-pad 1 IF-1 rebar 6o.c. each rebar 6' o.c. each ea h 04 way 1 way F-5 0 RI 0 00 N I, I l o l010 L a I ° I 1 2 1/2"Recess for S.G.D. ( 1 -4 4'-4„ 2'-4"" 16„ 1600 1 slope F-1 IF-5 I -1 8'-0" Jr I N I 1 F-{3 13'-0- 3'10" 10'-0" 10'-0" I• 8 2I-4" 6'-2'" 3'-10" 0 Co 4"" 3000# FIBERMIX CONC. I _4„ slope 1" I 1 0 ' 0 OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, 1 1 TERMITE TREATED FILL ❑ 00 a a Co a o0 o F-5 ao ' 1 o — $ ASSUMED F.F.E. 0.00' ( 3'-2" X-C1 „ 3'-11 '- 5,-3 ,. 3,-6„ 3,_8 „ (-- N — — — — — — M N I I 1 o co IF-5 I °° 1 co 00 N F-3 F-51 I a o noo oo o a o 3'-10- 3'-2"" 6'-0- 13'-0„ — — — — — — ❑ — — — — — — F-2 — — — — — — — ❑ ir> ( 1 --- ❑ ❑ 1 ( F�2 � N d` I I I ❑ � 114„ CID C"I F-5/ (]5 / 1 1 Slope for Garage Dr. I F-1 I I � -4 flp. 24"x 24'"x 18-pad slope_2_� = of , I footing with (1) #5 I I I rebar 6"o.c. each N `,° N 1 way I I ( I I I F-1 I I I T 18'-1 "' 5'-4" I I 23`10" ( 8 24"x 24"'x 18"pad footing with (1) #5 — — — — 1 1 F±1 rebar 6"o.c. each way — 1 =4---- 1 1 F�2 ❑ r— 7 L— L-- L- r, I N — — — — — — — -J — —� — — F-1 — — — — — — — — — — F-1 — — — — — — — — — — — — — — — — —� — — — f-1 — — — — — — — F-2 — — — — — — — —) IEIo 0 o o 0 0 0 � o o o 0 0 0 011 col ❑ o -i o comer bars at bean 4"' 2500# conc. pad 4"" 2500# 4'" 2500# (outside only) (2) cc bars at footing (min 6"" conc. pad conc. pad vent. dowel lapped wit 4'" 3'-6" 3'-10" 3'-2"" 5'-10" 6'-0" 3'-10"" 1 4'-11 " 3'-10- 4'-8" 4'-8" 3'-10" 11'-7"1 X-10" 1 4'-1 "' 4'-1 "" 6'-0- 6'-0" 5'-8"" 3'-6'" 3'-8" wall reinforcing, all laps 30" (min.) in grot 83'-0- filled cell Foundation & Footing Plan scale: 1 /4" = V-0"' rner h t F-1 18" x 16" mono. footing with (2) #5 rebar cont. 16 " 18" MONO. EDGE FOOTING F-3 8" x 8- mono. footing with (1) #5 rebar Cont. 4 8„ THICKENED EDGE F-5 18" x 16" mono. footing with (2) #5 rebar Cont. 4- 8- 18" INTERIOR STEP FOOTING 18" x 16" mono. footing with (2) #5 rebar Cont. and curb . 8„ 16 " 18" CURB FOOTING AT GARAGE F-4 Recess 1 1 /2"or 4" at Shower 8- 18- TYP. SHOWER 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 FORMWORK & SHORING (3 CL 0 N 00 �5.. V W Z M co c '-' � •W W LD 00 0 J 0 Z �- 16 "" U W C) o U-) W C:) . ICU n� W > Q (� U >, W - -, LO LO � � � N 11100�0zN to Q LIJ 0 CU o0 ry T 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. all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail m N N O m N � O L -N E ne U °' IZ U CD CO 0 O Q� drawn s.l. checked S.I. date 9/13/21 scale as noted job number 21029 sheet A-2 .'s 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 at windows and min. o O .E a a 1 1 /2"" embedment at o d ° ° a sl. gl. doors 4 O- 0 .� ° 00 0 0-0 E a m 4 d o o -oV1 /2 drywall stucco finish -1 I perimeter caulk Attach p.t. bucks with 8d coil nails at 12-o.c. Typ. Alum. window jamb or sliding glass door jamb 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 Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method Alum. window frame 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 -, corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill d d ° Protecto LWM200 precast Coating on Outside face conc. 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 RN PRE CAST CONC. LINTEL FILLED WITH CONC. & L-8 TRUSS BEARING (1) #5 REBAR TYP. AT 12'-8" INTERMEDIATE BEAM INTERIOR CLNG. 12'-0" 8" x 16" CONC. BLOCK EXTERIOR WALL BEYOND SEE FLOOR PLAN FOR VERT. STEEL REQ'MNTS. PRECAST LINTEL OVER DOOR • 00 TOP OF DOOR OPENING TRANSOM BEAM DETAIL ABOVE SLIDING GLASS DOOR 8'-0" Right Elevation scale: 1 /4"" = 1'-0"" IV 8,_0„-O�Window Head 0.00'-0—F_F.E. Left Elevation scale: 1 /4" = V-0"" Front Elevation scale: 1 /4" = V-0" Top of Window to Soffit 24"x 36""Fixed "'Blacked Out" Glass V C n Q o 00 00 L V v W Z M CM C U J LL Lo d(- W i Cl)N LO 00 J LPL r- Cn F- ( iv Z w a � O IY cn W u7 C) rn tt� vJ co 115 > LIJ cU . � LO dam' Co C)*- N �., r CU z� � h LU Clio Q 00 W T i � V cv � a� cc o W O U a V O ON Q 4i drawn s.l. checked s.l. date 9/13/21 scale as noted job number 21029 sheet A-3 Bottom Cord of Truss 2 x 4 top plate 1 /2" gyp. d.w. 2 x 4 studs 2411o.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 Rear Elevation scale: 1/4"" = 1'-0"" #5 rebar at top in, (I reQ d. Nquanity of #5 rebar at bottom of lintel f cavity F= Mad grout nominal T 00 s width C.M.. .E °°t Loz 8F16-1B/1T reinforced CaatCrete lintel 7 ebar at bottom nominal i r.b.ebarr"at ty of #5 cavity heigth rop 8- Nominal Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. 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. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD (SEAM SPECS. L-1 3'-8" 8974 317 4853 198 8F24-1B/1T L-2 T-10- 6036 221 3295 171 81724-1B/1T L-3 4'-2"" 8672 473 4292 221 8F24-1 B/1 T L-4 4'-6"" 8672 1327 4292 630 8F24-1 B/1 T L-5 5'-6- 6036 2007 3295 928 8F24-1B/1T L-6 4'-2- 8060 1308 4409 687 8RF22-1B/1T L-7 11'-3" 2423 267 1272 175 81724-1B/1T L-8 13'-8" 1697 1038 887 489 8F24-1 B/1 T L-9 T-6- 5743 885 2442 420 8RF22-1B/1T L-10 17'-4- 1849 205 1268 130 8F30-1B/1T L-11 11'-0`" 1366 180 798 117 81716-1 B/1 T L-12 13'-0- 1075 185 606 120 8F16-1B/1T L-13 14'-4"" 1370 207 519 146 8F16-1B/1T L-14 16'-4"" J 950 185 500 436 8F16-1 B/2T 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 PRODUCT APPROVAL Approval Number Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Type Design Pressures Design Pressures Head: 2" max. from corners & (1) at center. Jambs: FL# 17499.9 S.H. Windows 185 SH MI Windows Impact 2" max. from corners & !2) equal spaced at each side of meeting rail. Use 3/16" Tapcon with 1 1/4" embedment +38.7 -50.5 +/- 55.0 into concrete Horiz. Roller Head: 3" max. from corners & 10"o.c. Jambs: 6" max. FL# 15351.6 Windows 188 HS MI Windows Impact and 13o.c. max. Use 3/16" Tapcon with 1 1/4' embedment +38.7 -50.5 _ +/ 55.0 into concrete FL# 15349.10 Fixed Window 185 SH MI Windows Impact Head: 3" max. from corners & 13 1/2" max. D.C. all sides Use 3/16" Tapcon with 1 1/4" embedment +40.5 -54.0 +/- 55.0 into concrete Head: 6" max. from corners, (2) each side of meeting rail FL# 22401.3 Sliding Glass Dr. Series 100 MI Doors Impact 17"o.c. max. at Head and Sill. Jambs: 6" from corners and 17"o.c. max. Use 1/4" ITW tapcons with 1 1/4" +34.4 -37.8 +/- 55.0 embedment into concrete FL# 15353.8 Mullion CM-18531 MI Windows N A Two 1/4" Tapcons per clip with 1 1/4" embedment into concrete with 2 1/2 edge distance. +38.7 -50.5 +/- 53.3 FL#: 20468 Swing Doors Fiberglass Therma-Tru Impact 6" from corners & 14.5"o.c. at Jambs. Head and Sill 3" and 7" from centerline. Use #10 x 2 1/2"PFH wood screws with +38.7 -42.1 +/- 50.0 1.15"embedment. FL#: 8248.7 Garage Door Model 8000 Wayne Dalton N.A. Jamb Bracket Angle (3) total 5/16" x 1 5/8" lag screws. (7) total Bracket 8'-0" height (1) 5/16" x 1 5/8" lag screws per bracket. +20.4 -22.7 +30.0 -33.5 Approval Number Product Model Number Manufacturer Attachment Method Building Rated Product Rated Design Pressures Design Pressures FL#: 18355.1 Roofing Shingles Tamko (6) 1 4' long roofing nails per shingle. -45.0 FL#: 2569.1 Underlayment Self Adhering Resisto / Soprema Direct to Deck -45.0 -67.5 FL#: 13223.3 Siding Panel Siding James Hardie .090 Shank x .215" HD x 1.5" long ring shank nails 6"o.c. at edges and field -42 1 49 2 V O 04 00 L W Z a) M a -1 LL Lo C.0 'b.0 LU W U N d _N 0- 00 r` J LPL r- - - Q N U Z o D- ° .J W Io o (1) U) c� a� F- > ICU W LO 1221 � C ■ �� N O =oz - U cv LLJ _ co Q 00 IX T V L O N .� •� Cn +J = N _(D J 00 N Q � date I revision drawn s.l. checked $1 date 9/13/21 scale as noted job number 21029 sheet A-4 FiL Via,.. py- ELECTRICAL LEDGEND O RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE I----�— SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE —� UNDER CABINET FLUORESCENT FIXTURE O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION COMBO. ® CARBON MONOXIDE 4 SMOKE DETECTOR EXHAUST FAN OUTLET O MOTION SENSOR THERMOSTAT ON SWITCH 4�c DUPLEX OUTLET — SWITCHED DOOR CHIMES =QC DUPLEX OUTLET SD SMOKE DETECTOR M@lE 220 V OUTLET -O*f- SWITCH -++ TELEVISION -0'r THREE WAY SWITCH -Q TELEPHONE 3W -(Yj- DIMMER SWITCH 0 PUSH BUTTON D NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46"" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS IN FIELD WITH CONTRACTOR Electrical Load Calculations 2678 Living S.F. at 3 VA 8034 watts One 20 Amp Appliance Ckts. 1500 watts Two Laundry Cir. @ 1500 watts 3000 watts One Cook Top 8000 watts One Dishwasher & One Disposal @ 1500 watts each 3000 watts One Microwave @ 2000 watts 2000 watts One Wall Oven 8000 watts One Dryer @ 5 kw 5000 watts One Ref. @ 1500 watts 1500 watts Three Baths @ 1500 watts each 4500 watts Irrigation Pump 2200 watts Water Heater 4500 watts Total First 10 KVA at 100% 10,000 watts Remainder at 40% 16,494 watts Total 26,494 watts One AC Heat at 100% 10,000 watts Total 36,494 watts 36,494 W / 240 V = 152,1 Amps Use 200A Service (3) #4/0 (THW) copper and (1) #2 ground (THW) copper in 2 galy. conduit Panel: 200 A.M.C.B. I 200 Amp 1,6, 3W 40 Circuit Panel 120/240 Volt a.c disc. 5/8- dia, x 10'-0" ~ long ground rod 3/4"" copper water pipe -N 1 Wall G 51,234 watts (3) #4/0 (THW) copper and (1) #2 ground (THW) copper in 2 galy. conduit F.P.L. service tie ground wire to footing rebars Electrical Riser Dia ram 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. scale: 1/4" = 1'-0" Soffit Mount Flood Flood Light V O CV 00 rL. V W Z C, C- C-) C7 `.� _1 LL Lo dc- �b.0 W t9 V) N � N a 00 J L1 r- Q N L) n Gj U t� Z W (L o U J W O W /�� VJ Q MC-) W L C- d- / � � � N � V T � O Z h N _ LU C Q co "V- 0 � O •� C O O N +-1 U N a �U J O CO O N Q o co date i revision drawn s.l. checked s.l. date 9/13/21 scale as noted job number 21029 sheet A- 7 c W IZ1 16" 13'-0" 11'-8" 2'-7" 28'-4" 14'-7- 40'-8 11 '-2" 12'-4" 2'-5" 9'-11 " H33 s.h. + HB 1 '-4" 15'-0" 25 s.h. 25 s.h. Egress Egress Her se Slide dF - - — — — — — — --- _—__—_ _ Bar N \ I I \ 25 s.h. 0 2,_0„ 10,-0" gTlng.Egress Frameless His Temp. Glass I 2,_0,d� Master Bdrm. I MASTER BATH TUB \ \yam f 10'-0"Cing. & 12"Coffer 0o American Standard Cadet Tub: 66"x 32"x 23" �a�� I 8 0 18'-10" {�' T-6 2764014M202-011 `o I 13'-0„ M �- I 2,-2", T- V ! ` 3'-10" _2- 16„ 35 s.h. I oo r T I \ Future I 1 10' 1 Safety GlassN I I I Summer Kitchen \ j � 122.5 x 3 , 1 Access T-2- g• T-10" 16 1 m I I Cing. N orc HB ._. Elect. F.P. o ' 3/12 Slope _. I Ceiling F I I I 6'-8 12 6'-0" 9,_1„ 9, 4" I I I I S.G.D. & �, F• 6080 -,; Eto Raised Bond Beam 12'--8"'for truss brng. 112080 124'"Tall Fixed -Cl I I I a I 1 -1 t I i above S.G.D. and shaded I Glass Abuo o 1 areas 1 I 11 11,_6. ! 112 l 21 '-0„ 1,-6" 8 7'-0„ IT-0" 10'-0", I I Great Room I I i I I I 1 T 1 13'-0" I I I 12'-0"Cing. & 12'"Co er/� © I co I j I tJ i�� � E. o 1 I 8I 2'-4" T-7" 6'-5"" I — — _ _ 1 �/ if �$=6'=- 2'_6" 6 3'-6 7Drop _4, 8 „ 10`-0 Cing. from F.F.E. N 35 D I I I I00 o HR I 8 x 8 d.w. deco. beams Divide Coffer into (5) 1 W Lnd• I l 1 Equal Sections 00 Granite 10,-0" Top at °' I 12 I ref. - _ C ng. 80%+f.f. 25 s.h. I I I 35 1 HR 'L— -0" _ _ - _ — — — _ _ _ — __ � T-0, Coffee ,1 11 o I T-0" 13'-8" LO 1 11'-3" 3'-6" Bar 2'-6„ T ., 3'_6" 2, 10" 1 I T 'co I I 12"x 35"Frame Kneewail I l HB , Dining N r- I I 10 -0' Ceiling I I Pan ry 10'-0" � °° �4 � cT _ _ Safe 0 44- 1 j HR � ❑ I C' co I 1 T-0" 1 6'-0" 112 Kitchen a I I 8 I r I 8' 1 4'-0" 10 - �9 Cing• 4' " 24'-0"" I 8 I 1 T-0'"Cing. & 12"C ffer -Cl, I _ 4 '� �o L_ I I l 0 ohs I � — __..... vp — — `°� I �c Wall en O O o 1j�� O �� ' Benc 1 Aline Trusses on either side of A.H.U. to allow 3`_4 I 1 r a.h.- ducts to access the attic r Garage I a 10'-0" 2 1 I 1 -1 Cing. -_ l-- 22.5 x 54 Attic 10-0"Cing". from F.F.E. & 20Coffer N I oa- ( I 04 v I Access with I 1 v � �` 1 Ladder I 1 Study j o yy. I I I 10'-0"Ceiling N 1 _ r- "-� o L _ _ _..I I (3) 25 s.h. Egress > T 17'-1 „ i T - - Provide R13 Batt �. I I g. Insulation in Adj. Walls o I I 5 2' 4" 13' 1 „ 3 2'-6„ 24'-0,, .- I { LJ Bdrm. 3 `00 Bdrm. 2 N z -1 10'-0"Ceiling -2:': , >:.� 10'-0"Ceiling Cl) 1 cap Outdoor Shower HB 48"x 48" Conc. Pad f Floor Plan scale: 1 /4" V-0- 20'--9" 3020 HR 25 s.h. Egress 13'-2" 3020 HR 5'-5" 25 s.h. 1 Egress ! Well HB Pump 4'-11 " Project Data Project Name: Allen residence Street Address: 2080 Pulitzer Road City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New one level CBS single family residence Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3866 s.f. Building Code 2020 Florida Building Code: Residential 2017 National Electric Code NFPA 70 Area Tabulation Living 2678 Garage 600 Porch 423 Entry 165 Total 3866 Total Cubic Volume: xxxx c.f. Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 o IX �i UJ Z IZI- M LL r.0 'I. L1.1 0 © (U LA .0 M .�.. {� Q I._ C N Z w 12 � O C) C3� to w Lo t! ) �CZ 43L.L 0 •� M � � 0 N +J E ��4)ss o CO _P drawn S.I. checked s.i. date 8/30/21 scale as noted 21029 sheet A--1