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3718 Hanworth Lp 18-917 (A) NEW SFHCOUNTY OF SEMINOLE U I IMPACT FEE STATEMENT JJ STATEMENT NUMBER: 18100001 DATE: February 20, 2018 BUILDING APPLICATION #: 18-10000143 BUILDING PERMIT NUMBER: 18-10000143 UNIT ADDRESS: HANWORTH LOOP 3718 17-20.31.5VC-0000-0140 TRAFFIC ZONE:022 JURISDICTION: - SEC: TWP: RNG: SUF': PARCEL[ SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE II -20 ORLANDO FL 32811 LANDUSE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3718 HANWORTH LOOP / KENSINGTON RESERVE / SPR ................................................................................ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPEDIST SCHED RATE UNITS 'TYPE _______________... _____----- ______---- ______----- ____----------- _---------- ROADS -ARTERIALS CO -WIDE ORD Single Family Housing '105.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 51000.00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. \\ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRI'T'TEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REgqUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Revision ® City of Sanford Response to Comments U JUL 0 J 2018 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407,688.5152 /rJ Email: building@sanfordfl.gov Permit# 18-0917 Submittal Date 7/3/2018 Project Address: 3718 Hanworth Loop Co -fact• Tracy McDonald - Ryan Hornes Ph: 407-692-9831 Fax: Ismail: trmcdona@nvrinc.com Trades encompassed in revision: ® Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: Elevation change frorn "D" to "B" L,� A.pPro��S ROUTING INFORNIX]'ION Department Approvals ❑ Utilities ❑ Waste Water i Planning ❑ Engineering ❑ Fire Prevention ❑ Building n ok to construct single family home with setbacks and impervious area shown on plan. SF 7• .F, +I <r I , BAND DTL. 1 SCALE: 3/4 1'-0' /�-4`� +1 �� I BAND DTL. Y FIN15PEP cR055 IN SEALANT) 415ED - -0 BAND I ( : ORNAMENTAL DTL. 3 SCALE: 3/4 = 1'-0' 4" BAND DTL. ATTIC VENT CALCS - _ - - AREA OF ATTIC 3325 SQ. FT. NET FREE VENTILATION AREA REQUIRED (1/300) 11.08 SUL REQUIRED VENTILATION AREA (11.08 x 144) 1,596.0 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 1,596.0) 798.0 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.QI./VM SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 6.94 TOTAL # OF VENTS PROVIDED 7 REQUIRED SQIN VENTILATION IN TOP OF ROOF 798 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 68 LF PROVIDED LF OF SOFFIT VENTILATION 152 LF PROVIDED LF OF SOFFIT VENTILATION 197 LF 6' WIDE RAISED STUCCO `t I 9'-4" BRA. HCzT.hh__ Y - _ - - V -O" HDRR. H(ST.�, I' TEXTURED CEMENTIOU5 -O" COATING PER (ASTM GINO - (TYP) _ � 0'-O" HDR. H( -:;T. O' -O° FIN. FLR �+ _ TEXTL COATING 9'-4' BRA. HST. 6' WIPE RA15ED 5TUCCO BAND X20-1" BLDG. HCzT. 3 SHINGLES - - - - - - - - —1, - ' - -- (TYPJ 12 } _1_ L----_�- I >•j I 4' TRIM BOARD 6' WIDE RAIDED STUCCO BAND 0 I I '3 -4" BRG H(fiT. ------- --- 1' -o8'-O' HDR. HCST. �I'-V TEXTURED EP, (A TM C COATING PER (ASTM 6926) i-' ❑❑❑❑ `'.®❑�❑❑❑❑❑.., (TYP) E] _ LO' O FIN. FL R. ti FRONT ELEVATION SCALE: 1/4 = I'-0' ELEVATION '8' 12 SHINGLE5 (TYP) OF -RIDGE VENT RECORD COPY 9'-4" E3RG. HCzT. 8'-O" HDR. HGT - _ - - - - - -I _ � 0'-O" HDR. H( -:;T. RED CEMENTIOUS TEXTURED GEMEt 'ER (ASTM 0926) PER lA (TYP) (TYP) O' -O' FIN. FLR., - - - - - - - - - - - - 60'-0" FIN. FLR. - - -- REAR -ELEVATION SCALE: 1/4 = I' -O' ELEVATION 'B' ITIOUS iTM C926) rARCH I T E C T S Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA k: 0003325 r _ SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT: 02997.000/014R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA J" 2t2218 IY/ATE: 6/26/18 CALF: 1/4"=1' - 0" SHEET 1 OF 7 5HINGLES (TTP.) 5 OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT 12 5 '3'-4' BRG. HGT. V-0` HDR. HGT. TEXTURED CEMENTIOU6-) COATING PER (A6TM C92(o) Q C(TTP) O" Q O' -O" FIN. FLR.,-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LE" FI T ELEVATION SCALE: 1/4 = 1' -ID' ELEVATION 45' 6NINGLE6 5 (TYP.J (TYP.) OFF -RIDGE VENT OFF -RIDGE VENT OFF RIDGE VENT 5FGs HGT. --� V -O" HDR. HGiT, _V O' -O" FIN, FLR. V-4" BRG, Nr T. �i9'-4" BRG. HGT. V-0' HDR. HGT. V -O" HDR. HGT. all IBJ �I'-O TEXTURED CEMENTIOU5� COATING PER (ASTM C'lr2 (TYP) Q O' -O" FIN. FLR. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---`�O'-0" FIN. FLR. RIGHT ELEVATION SCALE: 1/4 = I'-0" ELEVATION "5' AR C H I T E C T S Design i?lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com 1161 AA #: 0003325 00 �mnm�mmor SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT STATE OF FLORIDA JUIN 2 6 kDAT: 6/26/18 SC/�E: 1/4"=1'-0" s ET 2OF SQ.FT. CALC.'S IST FLR LIVING 2,539 50. FT. TOTAL LIVING 2,539 SQ, FT, ENTRY 32 5Q. FT, GARAGE 599 5Q. FT, LANAI 15-1 5Q. FT. TOTAL 3,321 5Q. FT. EXTERIOR MASONRY WALL ERG. HEIGHTS 9'-4' BRG. LOAD ERG, WALL NON -ERG. WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND QUM CALL f SQUARE WK/DR ZONE 150 MPH WPB FOOTAGE DESIGNATION 1 38 (2) 26 -SH 5 26.81 / -3429 2 35 3080 DR 4 21-05 / -29.54 W/ 12' S.L. 3 56 8 SFX 5 26.13 / -32.81 4 112 161-01 1-0" 5 24.80 / -30.16 ONX 25-51-1 OII ■ 5 I1 EGRESS 4 28.45 / -30.95 6 4 3014 F.G. 4 29.43 / -31.92 TRANSOM, TEMP r - -----------I 25-5H 1 11 EGRESS 4 28.45 / -30.95 8 33 (2)25-5H 4 21.13 / -29.62 EGRESS p 9 65 8080 SGq 4 25.84 / -2833 10 33 (2)2D -5H 5 21.13 / -34.80 II 33 (2)25-5H 4 21.13 / -29.62 12 11 25-5H 4 28.45 / -30.95 EGRESS 13 11 25-5H 4 28.45 / -30,95 (TYf- DRESS WIND DESIGN CRITERIA A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VLILT=150 / VA5D=116 MPH E3, INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE 15A6ED ON THE Vult DESIG=N WIND SPEED, FE3CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 15E MULTIPLIED 5Y 06 TO MEET THE ALLOWA51LE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS T-0' FROM THE FINISH FLOOR WILL BE $PRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 5 1/2 v DEL. TOP -j PLATE L Lj 4x6 WOOD FRAMEp � CABINET SECTION F f FLO U"R PLAN SCALE. 1/4 = I'-0' ELEVATION 'Ei' A R C H I T E C T S �Dres�n �I oU Inc. 1441 N. RONALD LREAGANLVD.LONGWOOD,PH: 407-77FAX:407-7www.abdesignmAA #: 00 IV -4" 12'-4" 3'-8" 12'-0" 4'-10" ll' -2" HB ■ ■ ■ ■ rm� ■ .■ TrrTr,-r■ it rte- ■_ ■ ■ r-rrrr.■ ■ (2) 25-614 8 (2) 25 -SH OII ■ 8 EGRESS O <r r - -----------I DINETTE LANAI ® 15'-8'x10'-0' I I j I ■ I p 16'-8"x13'-2' 10 9'-4' CLG. I I <r �'ll""III 2'-0' 2'- 0' r (TYf- ■ O j OWNER'S SUITE j ■__ ® 8080 5GD _ 14'-4'x11'-0' I r ■rrrrrr■■ --- 10'-4'TRAY CLG. ----- •, ■ I R/T I C al CABINET I� I 1 ADD LBW 4 DBL I I I I I I CROWN 5TUq W/ TRAY CLG. 24'-3" 12'-4 3'-2'" I N I lblU�\y 1 I 4" L-_ -------- -- O VENT. " M.WAVE TO KITCHEN I I GREAT ROOM I13' -4'x22'-01 GL6. * n EXTERIOR II 9'-4' CLD. _ �" -d � 9'-4' CLD. ENCLOSU 19'-8" 5'-8" I'-0" ■ 3'-8" '-0" 3'-2" • II / Q OWNER'S I1 I BATH r ILL OPT. REF.PANTRY �, HO n �i O Q I 4-S N �� n, ! IR -ISH CESSED '-5" 2LL w I - • 12 ■ BDRM 4 I� C HDR 6 8'-0' Q W.I.C. 1 Q I - II' -8"x10' -0'I 9'-4' CLG. - - - CLG. 9'-4' CLG. I CV 1 �n 9'-4' <r RE H L--------------- Sl --fO'4'CLGI �n IR -ISH r Ij _ '' 111 I I WJ I c!) o eA� G I x i BATH 2cv �__A� 9'-4' CLD. i -awl I Ica , Q Q cm LAV.I I' o _ r� `° v ��IIC11�. ial- ii BDRM 2 BATH 1�IPIT HDR I I I °� I C�� C° BDRM 3 11'-8'x10'-0'9'-4' 5'-4'Cl-G. CLD. M.T. CLG1 UTILITY W/N GOND. I10'--4' a 3' 4.. 8' 0" 1 2 Ig _ 7 I ll I 5' 071 SINK 8' 10" 5' 0" 2'-8" 12'-6° ■ 2'- 4'JI ATTIC BOLLARD l o I I' -0L, I 1 L ACCESS Q Imo' I3 ■ I - I (Yf=l Q ?i I _ 14'-10" C 3 -CAR GARAGE STUDY 28'-0"x20'-4' 14'-0'x11'-0' - _ M.T. ■ 0 2 - O HB _ � _ = CV � @ O ENTRY 3 O cLG. l'-0' OHGq ■rrrrr-.IM ■ ■,■TTTTTTr-r■ 4 16'-0' X l'-0' OHGq O (2) 6 -SN • • ■ T ARCH ■ ■ F ■ ■ 1�4" 8.. i0 8' 0" 8- 1'-4" 16'-0" - T-4` P-4"-/ 5'-0" 10'-8" 181_8° 50'-0" FLO U"R PLAN SCALE. 1/4 = I'-0' ELEVATION 'Ei' A R C H I T E C T S �Dres�n �I oU Inc. 1441 N. RONALD LREAGANLVD.LONGWOOD,PH: 407-77FAX:407-7www.abdesignmAA #: 00 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: FLOOR PLAN ARCHITECT- STATE OF FLORIDA D.P�/I'E: 6%26/18 fC ALE: 1/4"=V-0" :SHEET 3 OIF 7 �'ll""III SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: FLOOR PLAN ARCHITECT- STATE OF FLORIDA D.P�/I'E: 6%26/18 fC ALE: 1/4"=V-0" :SHEET 3 OIF 7 SECURE STRAP -O" A/C; UNIT 51MP50N UJB ROLL TO CONC. UJ/ (2) STRAP OR EQUAL 3/I(o'x2' TAPCON5 3 1/2” THICK CONC. SLAB SECURE STRAP TO UNIT lU/ (2) *axl 1/4 SHEET METAL SCREW$ A/C CONNECTION TO PAD DETAIL FOUNDATION PLAN SCALE: 1/4 = 1'-0' ELEVATION 'B' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH 5(_AB OR OVERHEAD PER FIELD CONDITION5 „I EXTEND END OF PVC CHA5E 12' ABOVE CONC. SLAB A R C H IT E C T S Design Groulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngro u p.00 m AA #:0003325 FKE DIv.Sc LOT:NSINGTON ESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: FOUNDATION PLAN ARCHrrECT- STATE OF FLORIDA 'JUS! 2 6 2018 / D,�E: 6/26/18 S#ALE: 1/4"=V-0" EET 40IF7 -O" HI5 -� ■ a ON ■■ ■■ on ■■ ■ I I 4A I C3 1/2' CONC. I 4A I IA I SLAB-) ® 1G Q ■ ® 4A a� I 4'�' 4A �.- ■ \\ *-31/2' ■ I 4A N L ■■ ■ �T —■■ — — — — —(10I I/2" I cl 10'-2" a'-2" 3'-a" 8'-2" Lt --- ---■ a F I --I f -- I 0'-0' FIN, ELEV. 4A I I I ■ 11i� iII`a I FIN. CONC. SLAB. L -1 Q IJ z r . H 6 G �^i _ii NSI a I i L_ � JJ � ��_�- I— m �� — LL_ I I I' PVC CHASE FOR i \�� ELEC. ISLAND ■ - I I 3 IR' CONC, REINED N <� I I U I I I 6 W/ 'x6' -W.4 x UA " , Ij > W ■ j ON 6 -MIL POLY ETHYLENE /I ��-+ I I I VAPOR BARRIER ON WELL -COMPACTED CLEMI FILL OPT. REF. L -------j U 10 4APECESSEDI N n� ■ I 3 ■ _ 5Hu1R - ICE MAKER ROUGH -IN — N 2'-I "� 2'-9" 2'-10" 2'-4" a" 10 i— 4A N I 11 I I I� II II L�— I — TUB i ��_% LAV LAV I a III (�,�`_}F>_ 4' A/C CHASE I ■ I ai j ■l I Ilk 4 EXTEND SLAB I I/2- ■ — — —4A —0 — — — r I 4 q 4A I I JJ' It W/H i I COND. ■ I 4 I I 4A UTILITY SINK IFIELD I ■ VERIFY ------- 15'-0"-a" 23'-0" LOCATION) 5._a" I I BOLLARD ■ I a..I I 15 a" 3._0..5" 2'- a I `r I• 31/2' CONC, REINFORCED W/ 6'xb'-W.4 x WI.4 ■ Q I ON 6-11IL POLY ETHYLENE I 1 0'-0" FIN. ELEV. I IG VAPOR BARRIER ON 9 WELL -COMPACTED CLEAN FILL iv 4A 4A C FIN. CONC. SLAB 4A w I 0 ■ !-■ `� I ' I ■ 1 HB SLAB -31/2' EXTEND 4 A I SLAB 1 1/2' 1 7 ■ ■ ■ ■ ■ ■ 4A — -7 I/2° ■■ — NEI I.N 0 14'-4" ■■ 9 I'-4" n all, all 10'-15" 24'x24'xl2' CONC. FTG. W/ (3) I'5 REBAR5 EA. WAY 50'-0" EXTEND END OF PVC CHA5E 12' ABOVE CONC. SLAB A R C H IT E C T S Design Groulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngro u p.00 m AA #:0003325 FKE DIv.Sc LOT:NSINGTON ESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: FOUNDATION PLAN ARCHrrECT- STATE OF FLORIDA 'JUS! 2 6 2018 / D,�E: 6/26/18 S#ALE: 1/4"=V-0" EET 40IF7 17�_a" .fes DOWEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'e' A R C H I T E C T S Design rou GInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT. KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 'J Bi 2 0 DILTE: 6/26/18 S, ALE: 1/4"=1'—O" SHEET 4B OF 7 �v -N Qr —F, OJ ■ Q� i rrl ® ■ 0 N■■ IN �r 21 10" �r ■ < CV 12'-4" 61 -flJ° 13'CA � - ■ ■ it m ro � S co ■ Q y <r �, v ■ <r - � co ■ w <r <r IN IN Q 17�_a" .fes DOWEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'e' A R C H I T E C T S Design rou GInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT. KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 'J Bi 2 0 DILTE: 6/26/18 S, ALE: 1/4"=1'—O" SHEET 4B OF 7 SUBDIV. & LOT. KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 'J Bi 2 0 DILTE: 6/26/18 S, ALE: 1/4"=1'—O" SHEET 4B OF 7 L L-14 L-8 L-3 L-4 LINTEL PLAN 5CALE: 3/16 = 1'-0' ELEVATION 'B' GENERAL N01E51 I. CO IE5 I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), 5ECTION5 14022 a R6Oa 12. FLGRIDA BUILDING CC E RESIDENTIAL , 6TH EDITION (7011), 5ECT1 ON5 1- 1,2 4 :IDI. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONGRETE (ACI 315-00). I.4. AMERICAN 50CIETY OF CIVIL ENGINEERS MINIMUM DE51GN LOADS FOR EUILDIN65 AND OTHER STRUCTURES (ASCE 1-10). 2.CONCRETE: 2.1. CONCRETE COFIFRE551YE 5TRENGTH AT 2a DAY51 2.1.1. FRE -CAST W/STANDARD Rc,NFCRCEMENT-4099 F51 2.13, PRE-CA5T W-RESiR---SS REINF'GRGEMENT-6009 151 '13. REIGROUT PER ASTM C41'o - 3000 151 W/ MAX. 3/a' AGGREGATE, a' TO II' SLU2;MP. NFORCING BARS: 122.1. STEEL PLACED IN FFEC-15T LINTEL AT TIME OF FABRICATION A57M A615 (GRADE 60) ?.2. STEEL IN LINTEL AND iGNOCKCUT BLOCK (PLACED IN FIELD) A5TM A615 (GRADE 40). 2.3. PRE-STRE56ED STRANDS A511 -I A416 1 -WIRE, 5TRE55 RELIEVED 210 K51 1.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 3'15. CONCRETING OPERATIONS SHALL COMPL Y WITH ACI 5TANDARD5. 3, MA50NR'Y: 3.1.DE51GN AND CONSTRUCTION SHALL CONFORM TO THE 5PECIF;CATION OF THE NATIONAL CONCRETE MASONRY AS50CIATION AND ACT 530-0a. 32, MINIMUM MASONRY UNIT 5TREN1,TH: PM 1509 151. 33. MORTAR 51­1A'_L BE TYPE 5. XSTRJCTIJRAL. 4.1. 5AFE LOAD VAL UE5 ARE BASED ON LINTEL5 H AVINec A BEARING OF a' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' FER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), 5ECTION 1606.14 OR FLGRIDA BUILDING CODE RESIDE-ENTIAL. 5TH EDITION (2014). SECTION 2104.15 EXTERIOR MA50NRY WALL ERG. HEIC-THT5 BRG. LOAD 5RG. WALL NON-5RG.WALL SAFE WORKING LATERAL LOADS (PLF) 8" . 8" LIN CELS LINTEL T.01 LagH 516E LATERAL fPLFI LOADS B' ODOR HEATER SOLID Taal ! mut rhe a•s' PLAIN 6116' 5p_ID 4'-D' V-10' R -N I9aB 3'.65 Precast 3'6' Prccaat 1166 2318 'C5 A 0 Fcedet 644 1614 1165 3.6 R'ereet 630 '166 9'-4' 4-a- Rccaat R6 1'.63 Recael 411 R- 666 1355 Y6 664 R -A 553 1'05 535 6'-5' Fcue! 633 - I:c3 1 131 2011 2011 612 !128 V-4' 4'-0' 6'3' Rz1et 5TB 1211 !b l 1'-6' R -A 446 I 336 PRECAST 1'-6' FlW 425 aat 1'-0' e34et 331 314 V-4' Rccael 354 1.5 a-4• PE -t til 5a3 V-61 5.3• F T.A 191 453 l'ID Recast I% 619 12'0' Ra'-aet 164 549 n'6' Rc-ast 133 525 13'-3' R -A 1'b 404 W-0' Rccaat 99 391 14-8' 1 Rce4aecd NA 3:1 16.41 FN.N,e sad NA 302 N'-4' n.W. and NA 23 H'." Foe4c.acd NA Alb 20'-D' ResUassad NA G9 11'-4' Reakesaed NA 131 21'4' ResLessed NA !70 24.0' Reevca>ad NA 93 NR , Ncl Reccmnend:A 416 116 126 LMiEL SANE LATERAL LOAoS IPLF1 T.01 LagH iyFc 9' DGOR HEALER PLAIN B' ODOR HEATER SOLID 3'-9' Recast 1112 2011 4'-D' Rccaat %O '611 4'-2' Precast 861 1521 i'.4' Rccaet 'C5 1326 4'-3' F-ut 659 1165 L-8 Rccaat 650 Illi 9'-4' Recaet 505 965 an6-5-nAlulx Recael 411 Tal 3'd' Rccaet Y6 664 9'-B' Reca>t 166 535 #5/(1) #5 PRECAST r. r. N AW, -w C3 � NOMINAL WIDTH/HEIGHT OF LINTEL F - PLAIN OR SOLID LINTEL [8/16-P-#Ui#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 34. (1) #5 CONTINUOUS •ti!•� i` AID 8"X16' KNOCKOUT BLOCK ••t' •a• 3000 PSI GROUT .. ' (PLACED IN FIELD) . • '. r•: Nvw ailw a •• • .. TOP BARS: � •�+1;111• SEE SCHEDULE - ••, I 1 an�w- (1) �5 CONTINUOUS �••�?. jI 7 32' STIRRUPS AT 4'-0' Gc .. (TIED OR WELDED) �� 1'4' ••- BOTTOM BARS SEE SCHEDULE (PRESTRESSED) LOTT' S CONCRETE PAO, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO, LENGTH TYPE 9'-4' COMMENTS 5RG NT, L-1 7'-6' 8/16-5-1iA1/(IA. L-2 6'-6' 8/14-5-(TAI/(UL RECE55ED L-3 9'-4' 8/36-5-(I U/(UL L-4 I1'-4' 8/36-S-(TAI/(I)- PRESTRESSED L-5 4'-6' 8/16-5-(w90)L L-6 BOTTOM BAR 1111 L-7 4'-6' 8/16-5-(TAI/(0JL L-8 465 2'-3' L-9 9'-4' 8116-5-(TAI/(Ix L -Aro i'-6' an6-5-nAlulx L -II 3326 8/16-5-(UU/(Id. L-12 4'-6' 8/16-541AI/(0A. L-13 4'-6' 8/16-5-(IAJ/(0JL L-14 I1'-4' 8/16-5-(TAI/(UL PRESTRESSED #5/(1) #5 PRECAST r. r. N AW, -w C3 � NOMINAL WIDTH/HEIGHT OF LINTEL F - PLAIN OR SOLID LINTEL [8/16-P-#Ui#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 34. (1) #5 CONTINUOUS •ti!•� i` AID 8"X16' KNOCKOUT BLOCK ••t' •a• 3000 PSI GROUT .. ' (PLACED IN FIELD) . • '. r•: Nvw ailw a •• • .. TOP BARS: � •�+1;111• SEE SCHEDULE - ••, I 1 an�w- (1) �5 CONTINUOUS �••�?. jI 7 32' STIRRUPS AT 4'-0' Gc .. (TIED OR WELDED) �� 1'4' ••- BOTTOM BARS SEE SCHEDULE (PRESTRESSED) (1) #5 CONTINUOUS LADLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LIP11ELS 316' 8'X16' KNOCKOUT BLOCK TANIF No. 9 LINTEL CLEAR LENGTH 5PAN LINTEL1r FE +4. 00 151 GROUT LFLIR I CAPACITTI IhL (65J IT= (PLACED IN FIELD) ` rt. 2'71D' I'-6' TOP BARS (2)1 SEE SCHEDULE x145 1b . '• it iB03 (1) #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0' CC IRL^T0 .•• ; (TIED OR WELDED) ' BOTTOM BAR 1111 SEE SCHEDULE (PRECAST) #5/(1) #5 PRECAST r. r. N AW, -w C3 � NOMINAL WIDTH/HEIGHT OF LINTEL F - PLAIN OR SOLID LINTEL [8/16-P-#Ui#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 34. (1) #5 CONTINUOUS •ti!•� i` AID 8"X16' KNOCKOUT BLOCK ••t' •a• 3000 PSI GROUT .. ' (PLACED IN FIELD) . • '. r•: Nvw ailw a •• • .. TOP BARS: � •�+1;111• SEE SCHEDULE - ••, I 1 an�w- (1) �5 CONTINUOUS �••�?. jI 7 32' STIRRUPS AT 4'-0' Gc .. (TIED OR WELDED) �� 1'4' ••- BOTTOM BARS SEE SCHEDULE (PRESTRESSED) T-1 No. D REINFORCING SCHEDULE S LOAD CAPACITIES SArE 'W0f2K.NG LOADS (PLF) 6' X 16" COMPOSITE LINTELS LWTEL .' LINTELTIFE LINTEL,IEE! GRAVITY G;.171 URUFLFT LQIGtH 6P:N - CAPACITY CAPACITY CAPACITY CAPACITY BOTi(xi BAR TOP BAR (OhL (11511 (IhL (IF.J (IhL (11511 (L5L 1151 TABLE No, 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTS! CLEAR LWA-L TIPS ! INTEL STEEL GRA`/ITT GRAVITT IIRIFT 'JPLIRT '�r Flu SPav cAPAGIrr c:,Pr.Nr cApAnT, u.PACNr Bpi1g1 EAR IOP BA¢ (05L (1511 (V5L NA5J flSLfli-J (ISL (2511 ABIF No. 4 REINFORCING 5CIIEOULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LiNt-L CLEAR LINTEL iI FE LINTEL STEEL GRA'/ITC GRAVITY <iFiiFi JPLFT LENGTH WAN CAPACITY CAPACITY CA'..'ITY CAFACItt BOTIg1 BAR IOP EAR (05L 0AW (ISL NAA 11,5E (I5l (ISL(t5J TANI F NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS .INTEL CLE.:R ! (MEL TYPE ! iNR_L STEEL PLAIN GR4'111 1R 11 UPLIFT ,PLIFT ENGi'H SPAV IT, CA�ACII CAPACITY CAPACITY CAPACIIY TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) e" X 32" COMPOSITE LINTELS LADLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LIP11ELS TABLE NO. 3 TANIF No. 9 LINTEL CLEAR LENGTH 5PAN LINTEL1r FE LINTEL STEEL L"FILLED GRAVITY GRATY GRAVITY CAPACITY CAPACITY EOTTC113AR IOP BAR GAPAGNY (MEL (0151 (IhL flVal LFLIR I CAPACITTI IhL (65J IT= l _IA CAPACITY 2'71D' I'-6' FFECA9T (2)1 121.1 x145 1809 iB03 a519 IRL^T0 3'-6' 1'--2' FRCAM (2)1 1111 2415 3631 3431 4B'S 465 2'-3' FRGA51 12) t 1112 lid3 till I'll 3366 3326 3'-1' FRECa5T (2)2 fL1 1343 165 2'65 2606 U. 4.3' 3.4' FRECAST (2)1 12) 1 131 2011 2011 2421 2421 V-4' 4'-0' FREGAST 121.3 (2)1 'IDD6 !b l 651 B0 1281 S -ID 4_6 PRECAST 121'3 (2)1 260 [413 '413 5D 603 S-DSo 12)1 121'4 1211 l4D na3 383 26 1105 V-61 5.3• 121'3 (1)9 (2)'4 (:17 l'ID n31 1131 1145 348 6 W 5'-4- 12114 (2)14 (1)1 631 143. 1153 X091 1195 116• V' V (2)14 (2) 14 (21X4 (2)'1 510 991 94 215 'L'a2 T-3' W-4' (2)14 OV4 (1)14 (2)1 551 959 959 i64 !041 N-0' 6'-a' F'FE"T 12)14 (2)1 SIB 302 'R'1 1'1 9a3 6'-4' 1'-0' FFEC.I5T (t)•4 (2)1 428 Bal Mal 646 921 9'-4' B'-0' FF•ECA57 IV -4 (2)? 416 116 126 499 190 :0 e6• 31-1• FRECA5T 121'4 (2)1 354 b'd 618 360 613 IVA' 10'-0' PRECAST (215 (1)9 315 561 561 311 601 12'0• ID' -B' FRECA9T (2)5 1213 192 15 525 211 561 n 64 It .2' PRECAST (1)5 (2)•3 211 496 498 1 251 511 S-4• 11'-0' F'fiEC.1T (215 13)'3 155 458 453 114 442 14' D' n' -B' F'FECA57 05 (2)s 239 450 4'0 190 395 145' 3'.4' FRc5iRE55ED (2)% (2)? NR 418 416 230 446 17.3' [4'2' FFE51FE55ED (1)•4 (2)1 NR 319 349 2!0 401 I114' '6'-0• FE51PESrD (1).4 (2)1 NR 363 166 '63 311 1?4 '.B'-.' FFE51RE55ED (2)5 (2)9 NR 224 114 BI 154 20'-0' IB`d' FRE6TRE6MEO (2)5 1219 NR 201 201 112 131 11'-4' 1D'-0' FRSTRE56ED (2)5 (2)9 NR ITT Nl ON 2C5 12'-0' 1D' -a' FRESTRE66ED 11)5 (2)9 NR !64 :64 !M I% 14'-D' 11'-B' FREaiRE55E0 (215 (1)9 NR !31 32 di 'E3 T-1 No. D REINFORCING SCHEDULE S LOAD CAPACITIES SArE 'W0f2K.NG LOADS (PLF) 6' X 16" COMPOSITE LINTELS LWTEL .' LINTELTIFE LINTEL,IEE! GRAVITY G;.171 URUFLFT LQIGtH 6P:N - CAPACITY CAPACITY CAPACITY CAPACITY BOTi(xi BAR TOP BAR (OhL (11511 (IhL (IF.J (IhL (11511 (L5L 1151 TABLE No, 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTS! CLEAR LWA-L TIPS ! INTEL STEEL GRA`/ITT GRAVITT IIRIFT 'JPLIRT '�r Flu SPav cAPAGIrr c:,Pr.Nr cApAnT, u.PACNr Bpi1g1 EAR IOP BA¢ (05L (1511 (V5L NA5J flSLfli-J (ISL (2511 ABIF No. 4 REINFORCING 5CIIEOULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LiNt-L CLEAR LINTEL iI FE LINTEL STEEL GRA'/ITC GRAVITY <iFiiFi JPLFT LENGTH WAN CAPACITY CAPACITY CA'..'ITY CAFACItt BOTIg1 BAR IOP EAR (05L 0AW (ISL NAA 11,5E (I5l (ISL(t5J TANI F NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS .INTEL CLE.:R ! (MEL TYPE ! iNR_L STEEL PLAIN GR4'111 1R 11 UPLIFT ,PLIFT ENGi'H SPAV IT, CA�ACII CAPACITY CAPACITY CAPACIIY TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) e" X 32" COMPOSITE LINTELS TABLE NO. 3 TANIF No. 9 CLEAR 5PAN !INTE'_1YPE LINTEL BOTTOI1 BAR REINFORCING SCHEDULE & LOAD CAPACIHFS UPLIFT CAPKITY (IhL (L5J REINFORCING SCHEDULE & LOAD CAPACITIES ]'-ID' 3'+6' I' b 3'-1' SAFE WORKING LOADS (PLF) () ICOM ( 100¢0 !CNE' -`0 -Co1 SAFE WORKING LOADS (PLF) -GO 10909 4'.D' 4'b' 8" X 20' COMPOSITE LINTELS (2)1 (1)1 (1)1 ?213 (t)1 6°40 !OCOG TOMO LINTEL CLEAR L!NTELIIFE L'NI-cL STEEL G-RIVITY G -N, UPLIFT '.P-iFT LENGTH SPAIN '.P TFT BDTTG1 TOP CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY 115E (LSU '1`�6'- -FFECAfii- BAR (iTn BAJi 2 1 G0 L(IHJ (I5L(1,5'J !bL% 0T2AOD (I5!(M5J CGOO (I5Lf1A•iU I 3' 6' 1'-1' FFECA5r f2)? 0)'1 1646 19099 II IG - 4'.0' 4.6' Y-9' 3'-2' FFECA5r FRE -CAST 1111 1211 1111 ft)1 1 5523 4[41 !2e20 !GOOD 12202 S541 Ioz !O4^2O 4'-3' 3'-4' PRECAST 12)1 (1)1 3198 1®090 la33 !0009 5'-4' 57!0' 4'-0' S'6' FPECAST FFSC.IST- 121'3 (1)9 (1)1 (1)1 6]39 E016 :Go- 6'09 5138 4661 10009 °244 W-4' F-0' FIECA5T 12114 11T1 6N 612 3661 1141 43 5'-2' 51.41 F.RCA51' FRECA51' (2)14 (2) 14 121•] 11)9 6231 566 &250 5a16 1635 :331 656 6124 16' 6'-1• FRFCA5T FRCA9T (2)14 OV4 (J1 !) 4312 4999 431 4099 2636 25^9 4509 4'.52 8'-0' 31-4' 6'-8' l' -V FRECA5i FRCASi 11113 f2)14 1711 1111 3130 3420 3130 3420 Ula, 1216 3969 3561 E-4' ID' W 6'-1 9'-2' PR' -CAST -C-'5T (NET'S (TIES 12)1 2134 2111 1134 1211 V. 1133 2638 1189 II' V T.G' G.C. !0' 6' FRCAaT FRCA3i 11) 1I 7115 9 (t A 1954 (Ila 1554 III !Dal 910 2903 1928 n' 6' 1E'4 II.2• 1'-1' FF'ECA51' FRCA9r 1215 (115 (1)5 f1 5 ­ 501 ZO 501T3 928 1101 1414 14' 0' 14' V n'-6' 13'•4' FiECA5T FFE51RE6 ED 1215 12113 9 12M 1393 393 39] 1691 636 581 1323 1131 �" 1. 11'-4' .4 D' _T FRESiC55ED FFE5TR_55i56i=D 121'4 (11 14-72-)1 1111 1114 _ 1330 1'13 A 536 411 Aha a24 653 531 '553 1055 FREST,QE5'_ED FRESTRE5SED 1215 12/5 (2A9 121'3 1053 919 IDT 3 919 334 31 653 615 il'.4' 30'•0' Fr¢STi.EbbED 12)5 '623 ':l Bat 652 213 540 FRS1RE53-'-D FFEETRE55ED FRESTAE56ED (1)5 12)5 fi)3 f 5 191 659 191 653 251 13 5el 415 T-1 No. D REINFORCING SCHEDULE S LOAD CAPACITIES SArE 'W0f2K.NG LOADS (PLF) 6' X 16" COMPOSITE LINTELS LWTEL .' LINTELTIFE LINTEL,IEE! GRAVITY G;.171 URUFLFT LQIGtH 6P:N - CAPACITY CAPACITY CAPACITY CAPACITY BOTi(xi BAR TOP BAR (OhL (11511 (IhL (IF.J (IhL (11511 (L5L 1151 TABLE No, 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTS! CLEAR LWA-L TIPS ! INTEL STEEL GRA`/ITT GRAVITT IIRIFT 'JPLIRT '�r Flu SPav cAPAGIrr c:,Pr.Nr cApAnT, u.PACNr Bpi1g1 EAR IOP BA¢ (05L (1511 (V5L NA5J flSLfli-J (ISL (2511 ABIF No. 4 REINFORCING 5CIIEOULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LiNt-L CLEAR LINTEL iI FE LINTEL STEEL GRA'/ITC GRAVITY <iFiiFi JPLFT LENGTH WAN CAPACITY CAPACITY CA'..'ITY CAFACItt BOTIg1 BAR IOP EAR (05L 0AW (ISL NAA 11,5E (I5l (ISL(t5J TANI F NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS .INTEL CLE.:R ! (MEL TYPE ! iNR_L STEEL PLAIN GR4'111 1R 11 UPLIFT ,PLIFT ENGi'H SPAV IT, CA�ACII CAPACITY CAPACITY CAPACIIY 3R, TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) e" X 32" COMPOSITE LINTELS TANIF No. 9 CLEAR 5PAN !INTE'_1YPE LINTEL BOTTOI1 BAR 5TEE! GRAV[TY CAPACITY TOP BAR (0hL NhU GRAVITY CAPACITY (IhL (1511 UPLIFT CAPKITY (IhL (L5J REINFORCING SCHEDULE & LOAD CAPACITIES ]'-ID' 3'+6' I' b 3'-1' FfEGASi FRCASi 11)1 (1)1 () ICOM ( 100¢0 !CNE' -`0 -Co1 SAFE WORKING LOADS (PLF) -GO 10909 4'.D' 4'b' 2'-9' 3'-1' FFE--CASs FFECASi (2)1 (1)1 (1)1 ?213 (t)1 6°40 !OCOG TOMO 8" X 6" RECESS DOOR HEADER !MOO CC90 LWTEL CLE,¢ LINTEL TTFE LINTEL STEEL LNF1LLEO GRAVITY GRA'ATT LFLiFT '.P TFT VGTH 4PAN 12)? I.C. EOTTON BAR GRANTY LOP BAR CAPACITY CAPACITY I5L (0,5, CAPACITY 115E (LSU CAPACITY (ISL NSU CAPACITY (IOL (25'1 3'-a t -d FRGAgTT- FRCA5T 2TR (2)1 •1- 369 (2)1 1131 69 X25 -W,-T- 1425 ti' 1263 22. '4„63 4'-2' 3'-4' 1'-10' 3'-1• FRECA5T F =CART (2)1 12)1 (2)1 1942 12)1 963 320 1130 1320 1130 N3 '6'-6 113 55 4'-B' 5-6' a.4' 4'-4• F2CA5T FRCAaT (2)1 119 (2)1 aCb (2)1 7. Cal W6 (Cal 646 1I IM3 3E& !011 6'B' S'-3' PRECAST (2)'Y 1211 x56 693 693 669 l°0 TV 9'-e' 6'-3' T-4• FRECA57' PRECAST (2)14 111.4 (2 315 a 1 3'6 E6a 460 5E0 <60 393 3'5 641 346 9'-a' a'-4' FaCA57 (2•x ry 1 213 ar 43 291 x21 3R, 13, !4: :1VW '' K11Y0 t. w. ci`-"I TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER .INT -SL CLEAR LiNTE! TYPE LINTEL STEEL GRANTY GRAVITY UPLIFT IN-F1 EFl TH 5PAN - CAPACITY CAPACITY CAPACITY CAPACITY BOiiC11 BAR IOP BAR (Oh! (li5'J (IhL (1511 115L IMaU (IFIL OANJ (2) STRANDS 7/16'-- 3131 1�. 7 WIRE STRESS RELIEVED T6 270ksi PRESTRESSED 3• CABLE 1'6 N 8/16-S-(1) #5/(1) #5 8 20-S- 1 5 1 5 8 24-5- 1 #5/(1) #5 PRESTRESSED / () # /() (� 8/16-S-(1) #5/(1) #5 8/14 -S -(1Z#5/(1)#5 3R' 3R, 8/32-5-(1) #5/(1) #5 8/28-S-(1) #5/(1) #5 A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdeslgtigroup.com AA #: 0003325 Id r TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) e" X 32" COMPOSITE LINTELS !INTEL LENGTH CLEAR 5PAN !INTE'_1YPE LINTEL BOTTOI1 BAR 5TEE! GRAV[TY CAPACITY TOP BAR (0hL NhU GRAVITY CAPACITY (IhL (1511 UPLIFT CAPKITY (IhL (L5J UP PT CAPAGIY (IhL 12H ]'-ID' 3'+6' I' b 3'-1' FfEGASi FRCASi 11)1 (1)1 () ICOM ( 100¢0 !CNE' -`0 -Co1 1GC'CO 19099 -GO 10909 4'.D' 4'b' 2'-9' 3'-1' FFE--CASs FFECASi (2)1 (1)1 (1)1 ?213 (t)1 6°40 !OCOG TOMO !CCC'. COCO !MOO CC90 1211 6364 !DM -+9 !^-CDD !CGOO i'-5' 4'0' FREC:Si 1119 12)? I.C. 19690 519 12990 5'-10' 4' V FEE CASi (2)9 (2)1 3543 'P?i^D 'alb 12DDEJ PRECAST 10000 10020 6519 1GO. 6' 6• 5'-1' -145T 121'4 1211 10000 'OCCO 6155 19909 6'-a' 1'-4' FRECAM 0)'C 11)1 (DODO 1CCCo 5611 MDD 16' 11.1' FRCA5T 11)'4 121 6561 !.MD 4555 8916 1'-6' 6'-4' PRCA6T 121'4 (2)1 ant !20°'0 4349 6491 6'-9' FRCA5T (2)'4 (2)1 1436 IOCOG 3653 Ti21 V-4' l'-0' FRECA5T 13)'4 (2)1 6154 !9920 3516 '9E0 9'-1' FFECdSi FRCA5T (1)'4 (2)': 1211 62% (1)? 4086 613 5043 1111 1.94 5501 4240 11'-3' ID' -O' 1.1 1AET f215 1115 :121 oA 1'.63_ 3B% 1'-0• !.'-3' FRCA9T 11)5 (2)9 3119 3113 1613 3110 II' -3• PRECAST 12)5 3:!1 34!1 1411 2x39 FRCA5T (215 1219 2333 ]996 2a - S!6 N. ?'-B' _ -GA5i (215 12)9 1131 1168 2260 Id' -9' B'-4' FYE9I FESSED 121'4 1111 3131 11 3131 149 15x3 1544' IT -4- [4'.D' '6'-0' FE5TFE6BED PR5iTE55ED (21.5 (21.4 1211 1955 (211 122. 2945 2140 653 531 '553 1055 19'-3' '3'-9' -STRESSED (2)5 (219 IBI3 1613 426 646 10.0' a`a- FTcSTRaaED NEI' -4' 20'0' FR9iRE%ED (t)5 (115 (1)9 Aad (1 :Sl '623 ':l 391 3dB 1. _ 691 12'0' 10'-6' FRS1RE53-'-D 11)5 (119 1329 1141 24'D' 21'-d` FRES1R53ED (1)5 <119 1141 1142 4 114 5<i TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES 5AFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LI ENGTH CLEAR 5PAN LNT-S! I1FE LINTEL EollO BAR STEEL GRAVITY CAPACITY ' TDP BAR (051.115'1 GRA'/ITY CAPACITY (MSL!LSU _ UPLIFT CAPACITY (ISL(19J LFLIFT CAPACITY (I1L(2� 2 0'- .6 FrFZ _OJ - 12)^. 9115 4Y!CD 92Cq M90 3'65' 4' 0' ]'-1' T V FRELAM FRECA5T (2)1 (2)? r) 5014 1111 3651 I- IDDM 22Dv 1440 10900 ICO.© 3'W6• 3'-2' FRECA5T (2)1 12)1 2141 1011 56'1 8123 4'-a' 5'-� 3'-4' -0' PRECAST FRCA5T 12)1 (1)5 (1)1 25H ON -2 4111 E231 4411 5189 3163 11'6 4630 4'-6' FRCAST (2)3 (2)•J 3345 5564 32E5 :265 S' -D' FfECA5T 12)•4 IV1 393E ;03a i53a 3219 6'-6' S-1' FRCAST 11)'4 _ :&0 1981 2393 304a 6'-6' 54' FRECa5T ft)"i (2)1 2Va 213a 1''.59 :a95 FRC -$T (1)•4 12)1 tl% 2193 1129 2-'99 1'-8' a' 0' 6' 1' 6'-d' F A5T FfcCAai 111'4 (11'4 1106 11_qu 1%l 11Dd %1 '6:5 2219 2168 9'-3' S'0' FfccCAii 11)•4 - (1)2 ON 1225 311 363~ !054 198 391 !0'6' 3'-1' PRCAaT (1)14 72)5 IVT 1365 a 11:6 !165 1136 ool 6'e 314 1161 n' -d Id -8 FR-'Casi (2)5 (1) 1-141 1941 595 Val "!'-6' IIT FR:CAsi 1115 1215 !2)9 '.23 (2)9 907 328 901 541 - 465 Ci5 5 li'-0' II' -9' FRcCASi 1115 12)9 Bat 12 Tot 13, !4: :1VW '' K11Y0 t. w. ci`-"I TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER .INT -SL CLEAR LiNTE! TYPE LINTEL STEEL GRANTY GRAVITY UPLIFT IN-F1 EFl TH 5PAN - CAPACITY CAPACITY CAPACITY CAPACITY BOiiC11 BAR IOP BAR (Oh! (li5'J (IhL (1511 115L IMaU (IFIL OANJ (2) STRANDS 7/16'-- 3131 1�. 7 WIRE STRESS RELIEVED T6 270ksi PRESTRESSED 3• CABLE 1'6 N 8/16-S-(1) #5/(1) #5 8 20-S- 1 5 1 5 8 24-5- 1 #5/(1) #5 PRESTRESSED / () # /() (� 8/16-S-(1) #5/(1) #5 8/14 -S -(1Z#5/(1)#5 3R' 3R, 8/32-5-(1) #5/(1) #5 8/28-S-(1) #5/(1) #5 A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdeslgtigroup.com AA #: 0003325 Id r � SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LINTEL PLAN (LOTT'S) ...j ARCHrrECT: STATE OF FLORIDA W1120 D#E: 6,Y-26/183 Er ALE:141'=1'-0'1 HEEL 4C OF 7 ��_�RC I T E C T S �Dresign GI QU Ino._ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIII� S-UBMV & LOT - KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA ' JUI`i 2 6 o DAIYE: 6/26/16 S ALE: 1/4"=1'-0" SHEET 4D OF 7 L-11 L-14 L -B LINTEL PLAN SCALE: 3716 . I'-0' ELEVATION 'a. EXTERIOR MASONRY WALL BP's. HEIGHT6 1111111111111 9'-4' BRCS. LOAF 5RCs. WALL NON -BRCS. WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT WIRE/ BAR CAPACITY LENGTH SPAN BOTTOM BAR CAPACITY CAPACITY CAPACITY (DEAIAIL'H' O)#5L(I)#5 (I)#5L(1)#5 (0)#51.(1)#5U (1)#5L(2)#5U DETAIL'H' I DETAIL')' Y (FL (1)&V V DETAIL'K' &'J' 14'.8" QUALITY PRECAST COMPANY 'STRUNG' ON SERVICE ENP,O, Box 11 - Brandon, Florlda 33509-0011 LINTEL. NO. REINFORCING SCHEDULE & LOAD CAPACITIES TYPE g'-4" COMMENTS 5FG HT. L -I 1'-6' S46-5-(IwllA_ L-2 SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS V-4' 8/36-5-(IAI/(IA. L-4 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN L -S WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 1'-6' (2) No.3 L-11 1'-6' 8/16-5dIAl 11 (0)#5L(I)#5U (1)#5L(I)#5U 4'-6' (0)#5L(1)#5U (1)#5L (2)#5U 4'-6' 8/16-641.0/1011. L-14 11'-4' 8/16 -5 -aunt PRE5TRE55EP DETAIL'U' DETAIL'V' (1),#51.(1)#5U DETAIL'W' 961 961 446 872 LOAD 4'-2' 2 No.5 SOLID SOLID DETA1'U' & V' SOLID 21' 4" 1'-6" PRECAST 2) D4.5 WIRE 2 No, 3 10000 10000 10000 10000 3'-6" 2'-2"_ PRECAST (2) D4.5 WIRE (21 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 9576 10000 10000 10000 6-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 V-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5700 10000 10000 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5473 9564 6402 10000 TYPICALLINTEL SECTION PRECAST 12) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 8'-4" T-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'4" 8'-0" 1 PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" -97 2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'4' 10'-0" I PRECAST (2) No. 3 2 No. 5 3615 5348 2699 4424 12'-0" 10-8' PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 4'0' PRECAST 3 2 No. 5 2919 3369 2174 3572 13'-4" 12-0" 1 PRECAST (2) No.3 2 No.5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No.3 2) No. 5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) N0.3 (2) 7116 strand + 3326 3326 1829 '1919 (2) No.4 606 1097 2 No 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/1 6 strand + 3031 3031 1666 2702 816 816 650 654 7'-S' 6'-4" 6'.0" 2 No.4 (2) D4.5 WIRE (2) No.4 498 863 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2346 2346 1290 2210 7'.8" 6'-4" 6'0" PRECAST 2 No.4 542 669 669 462 537 19'-4" IS' -0" PRESTRESSED 2 (1 No. (2) 7/16 strand 1865 1865 1029 1869 489 489 261 -- 393 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1737 1737 959 1778 2 No.5 _ 21'-4" _ 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1516 1516 839 1620 2 No,S 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand 1420 1420 787 1551 2 No. S 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ (2) No. S 1 7250 1250 658 1300 EXTERIOR MASONRY WALL BP's. HEIGHT6 1111111111111 9'-4' BRCS. LOAF 5RCs. WALL NON -BRCS. WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT WIRE/ BAR CAPACITY LENGTH SPAN BOTTOM BAR CAPACITY CAPACITY CAPACITY (DEAIAIL'H' O)#5L(I)#5 (I)#5L(1)#5 (0)#51.(1)#5U (1)#5L(2)#5U DETAIL'H' I DETAIL')' Y (FL (1)&V V DETAIL'K' &'J' 14'.8" QUALITY PRECAST COMPANY 'STRUNG' ON SERVICE ENP,O, Box 11 - Brandon, Florlda 33509-0011 LINTEL. NO. LENGTH TYPE g'-4" COMMENTS 5FG HT. L -I 1'-6' S46-5-(IwllA_ L-2 6'-6' 8/14-54IMIA. RECE56ED L-3 V-4' 8/36-5-(IAI/(IA. L-4 I1'-4' 8/36-5-(I)U2(UL PRESTRESSED L-5 4'-6' 8/16-5-(IAI/(01 L-6 4'-6' 8/116-5-MUK01 L-1 4'-6' 8/16-541AI/(01 L -S 11-6' 8/16-641MAL L-9 V-4' 8/16-5-(1X1/(11 L-10 1'-6' (2) No.3 L-11 1'-6' 8/16-5dIAl 11 L-12 4'-6' 8/16-5-(1)12(0,. L-13 4'-6' 8/16-641.0/1011. L-14 11'-4' 8/16 -5 -aunt PRE5TRE55EP EXTERIOR MASONRY WALL BP's. HEIGHT6 1111111111111 9'-4' BRCS. LOAF 5RCs. WALL NON -BRCS. WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT WIRE/ BAR CAPACITY LENGTH SPAN BOTTOM BAR CAPACITY CAPACITY CAPACITY (DEAIAIL'H' O)#5L(I)#5 (I)#5L(1)#5 (0)#51.(1)#5U (1)#5L(2)#5U DETAIL'H' I DETAIL')' Y (FL (1)&V V DETAIL'K' &'J' 14'.8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1419 1419 850 1347 599 TOTAL 2 No, 4 SAFE LOADS (PLF) 15'-4" 14'-Q" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 SOLID SOLID 2 NO.4 6'-B" 5-4" 5'0" PRECAST (2) D4.5 WIRE 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 993 993 600 1084 6' 0" PRECAST (2) D4.5 WIRE 8"x8" 2 No.4 DOOR (2) No.3 HEADER 174" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1035 1035 478 936 2'4" TOTAL CLEAR DOOR 2 No.5 LINTELSIEEL TOP WIRE/ LINTEL SIEEL LATERALSAFE LOAD 20'-U" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 961 961 446 872 LOAD 4'-2' 2 No.5 SOLID SOLID _ SOLID 21' 4" 20' 0' PRESTRESSED (2) No.3 (2) 7/16 strand + 834 834 390 763 5'-4' BUi(UM 2 NO. 5 #5111 U (0) L #511J U (II L _ #5 (2J U TI) L 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) (216 strand +2 No. 720 720 366 716 Imcb 7/32"STIRRUPS AT 4'-W (TIED OR WELDED) _ 2) 7216 strand + 2'.8" S5 1) U L) L PRECAST (2) D4.5 WIRE A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 co 0 ^E r� C .SUHDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT. STATE OF FLORIDA 'All 2 6 DATA,& 6/26/18 SC :1/4"=1'-0" S HEE E T'A OF 7 24'-0" 22'-8"PRESTRESSED 12) No_3 __(2)_ No. 5 642 642 306 599 TOTAL LATERAL SAFE LOADS (PLF) 3601 GRAVITY & UPLIFT SAFE LOADS (PLF) BOTTOM BARSq JD SOLID SOLID SOLID 6'-B" 5-4" 5'0" PRECAST (2) D4.5 WIRE #5111 UTO) L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L 8'x8" RECESS DOOR HEADER 6'-4" 6' 0" PRECAST (2) D4.5 WIRE 8"x8" RECESS DOOR (2) No.3 HEADER 9'-8" 8'-4" DETAIL DU' DETAIL DY' (2) No.4 2202 5434 1680 1 5174 3'-8" 2'4" TOTAL CLEAR DOOR LINTEL LINTELSIEEL TOP WIRE/ LINTEL SIEEL LATERALSAFE LOAD TOTAL CLEAR LENGTH SPAN DOOR 'LINIEL TYPE SIZE LINTELSIEEL TOP LINTEL WIRE/ BAR STEEL GRAVIIYSAFELOAD 10000 10000 UPLIFT SAFE LOAD 4'-2' 2'-10' SOLID SOLID SOLID SOLID .ENGRI SPAN SIZE TYPE BAR BOTTOM PLAIN SOLID 6'-8" 5'-4' BUi(UM PLAIN #5111 U (0) L #511J U (II L #5 (1) U (0) L #5 (2J U TI) L DETAIL DA' DETAIL D5' PRECAST (2) D4.5 WIRE (2)No. 3 5713 10000 BAR 10000 Imcb 7/32"STIRRUPS AT 4'-W (TIED OR WELDED) BAR _ _ 2'.8" S5 1) U L) L PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 r 10 BOTTOM EESCHEDULE-'-'- DETAIL'DA' DETAIL'DB' DETAIL DC' DETAIL'DB' &'DC' DETAIL DID 3'-8" 2'-4" 2'0" PRECAST 121 U4.5 WIRE (2) 110.3 1640 1790 �p 4'4" 3'0" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 364/ 9133 7835 8173 3'-8" 2-4" 2'%0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4' 0" 2' 8" 2'-4' PRECAST (2) D•/.5 WIRE (2) No.3 1386 1410 4'-0" FMECAIT (2) U4.5 WIRE _ (2) No.3 1819 4139 3839 3839 NOTES: I. MNIMUM COVERAGE OF STEEL- 1.5" 6'-8" 5'-4" 4' 0' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 JEW 1601 ]BUT 1483 1483 4'-2" 7.10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 (2)No.4 2292 22921218 1 2121 TYPICALLINTEL SECTION 9'8" 8'-4" 8'0" PRECAST 2)04.5 WIRE 21 no. 563 563 4'-2' 2'-10" 2'-6' PRECAST 12104.5 WIRE (2) No.3 1413 1668 1668 1376 1376 4'-4" 3'.0" 2'a' PRECAST (2) D4.5 WIRE (2) No.3 1137 1131 DOOR -' - LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 2' 2' T -(lf #S CONTINUOUS REO'D. ` PER STRUCTURALPLAN AT 4'-0"c0 (11ED OR WELDED) LENGTH SPAN SIZE WIRE/ BAR 4' 4" 3'-0" 2'8" PRECAST 121 D4.5 WIRE (2) No.3 1367 1553 1553 1284 1 1284 4'8" 3'4 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 9'29 929 1'0"PRECAST (2) D4.5 WIRE(2) No. 3 3764 6455 5637 5677 BOTTOM BARS NSEE SCHEDULE 4�21. 4'0' 4'8" 3'-4" 3'0" PRECAST (2104.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'4" 4'-4" 4'0" PRECAST (2) D4.5 'WIRE (2) No.3 559 559 (2) No, 3 - A4A9 3965 3965 5'-8" 4'-4" 4'0" PRECAST (2) 04.5 WIRE (2) No.3 364 795 295 831 831 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 6'8" 5'-4" 5'-0" PRECAST (2) 04.5 WIRE (2) No. A 662 816 816 650 654 7'-S' 6'-4" 6'.0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 - 7'.8" 6'-4" 6'0" PRECAST (2) D4.5 WIRE (2) N0.4 542 669 669 462 537 T8" 8'-4" 8' 0" PRECAST (2J DA.S WIRE (2) No. A 294 510 9' 8" B.4" 8'-0" PRECAST (2) D4.5 WIRE 717).. T 396 r 489 489 261 -- 393 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 co 0 ^E r� C .SUHDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT. STATE OF FLORIDA 'All 2 6 DATA,& 6/26/18 SC :1/4"=1'-0" S HEE E T'A OF 7 GRAVITY & UPLIFT SAFE LOADS (PLF) 3'-0" 2'-8" PRECAST (2) D4.5 WIRE 8"x32" RECESS DOOR HEADER 10000 10000 PRECAST TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3601 LENGTH SPAN SIZE WIRE/ BAR BOTTOM BARSq JD SOLID SOLID SOLID 6'-B" 5-4" 5'0" PRECAST (2) D4.5 WIRE #5111 UTO) L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L 7118" 6'-4" 6' 0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 DETAIL DU' &'DV' UETAICOW' (2) No.3 1766 9'-8" 8'-4" DETAIL DU' DETAIL DY' (2) No.4 2202 5434 1680 1 5174 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 IOWO Iwoo 10000 10000 8"x16" RECESS DOOR HEADER 4'-0' 2'.8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 LINIEL 171E LINTEL STEEL TOP WIKE/ BAH LINTEL STEEL BOTTOM BAR 4'-2' 2'-10' 2'-6" PRECAST (2) 04 5 WIRE (2)No3 9563 IODUU 10000 10000 DETAIL'Dhl' DETAIL DT -- A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 co 0 ^E r� C .SUHDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT. STATE OF FLORIDA 'All 2 6 DATA,& 6/26/18 SC :1/4"=1'-0" S HEE E T'A OF 7 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 PRECAST N -B" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 3601 5,1s, 4'-4" 4'9' PRECAST (2) D4.5 WIRE (2) No.3 433610000 6110 10000 6'-B" 5-4" 5'0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 7118" 6'-4" 6' 0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 (2) U4.5 WIRE (2) No.3 1766 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 2202 5434 1680 1 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIEILDJ 2 (SEE SCHEDULE) TOTAL LENGTH CLEAR SPAN DOOR SIZE LINIEL 171E LINTEL STEEL TOP WIKE/ BAH LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID #5(0 U(0)L #5(1) U(1)L SOLID #455(1)U it)L SOLID #5(2)UTITL DETAIL'Dhl' DETAIL DT -- DETAIL'DH' &'DB' DETAIL'OK' (1) #5 CONTINUOUS REG D. PER STRUCTURAL PLAN TYPICALRECESS DOOR HEADER SECTION 6'-8" 5'-4' 5'-0" PRECAST (2)D4.5 WIRE 3'-8" -- 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2)No. 3 5713 10000 TOOUO 10000 Imcb 7/32"STIRRUPS AT 4'-W (TIED OR WELDED) 6' 0 4'0" 2'.8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 r 10 BOTTOM EESCHEDULE-'-'- 9'-8" 4'-2" 2'-10" 2'-6" PRECAST (2) 04.5 WIRE (2) No.3 4032 10000 8687 9503 �p 4'4" 3'0" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 364/ 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 1025 6382 6382 7 5'-8" 4'-4' 4'-0" FMECAIT (2) U4.5 WIRE _ (2) No.3 1819 4139 3839 3839 NOTES: I. MNIMUM COVERAGE OF STEEL- 1.5" 6'-8" 5'-4" 5'(Y' PRECAST (2) D4.5 WIRE (2) No. 4 29/6 29/6 2676 1 2737 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASIM A615 7'.8" 6.4' 6'-0" PRECAST (2)D4.5 WIRE (2)No.4 2292 22921218 1 2121 TYPICALLINTEL SECTION 9'8" 8'-4" 8'0" PRECAST 2)04.5 WIRE 21 no. 563 563 3 455 PRECAST CONCRETE GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: IPLACED IN FIELD) (SEE SCHEDULE) 8°X12° RECESS DOOR HEADER TOTAL CLEAR DOOR LINIEL TYPE LINTELSIEEL TOP - LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 2' 2' T -(lf #S CONTINUOUS REO'D. ` PER STRUCTURALPLAN AT 4'-0"c0 (11ED OR WELDED) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR PLAIN SOLID #5 (1) U (0) L SOLID #S TIJ U(UJL #5 1 U I L#5 SOLID (2j U TI)732'$1IRRUP5 DETAIL'DE' DErAIL'DF' DETAIL'DE*&'UP DETAIL'DG' 3'8" 2'-4" 1'0"PRECAST (2) D4.5 WIRE(2) No. 3 3764 6455 5637 5677 BOTTOM BARS NSEE SCHEDULE 4�21. 4'0' 2'8" 2-4" PRECAST(2) D4.5 WIRE 12, No.3 2970 4965 X401 4404-2" 2'-W" 2'-6" PRECAST (2) D4.5 WIRE (2) No, 3 2654 A4A9 3965 3965 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 co 0 ^E r� C .SUHDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT. STATE OF FLORIDA 'All 2 6 DATA,& 6/26/18 SC :1/4"=1'-0" S HEE E T'A OF 7 7' 4'-4" 3'-0' 2'-8" PRECAST 12) D4.5 WIRE (2) No.3 2400 4030 3607 3601 NOTES: I. MINIMUM COVERAGE OF STEEL- 1.5" 4'-8" 3'-4' 3'-0" PRECAST (2) U4.5 WIRE (2) No.3 1766 3390 3053 3053 2. MIN. BEARING REQUIRED AT EA. END -4" 3. STANDARD FOR REINF. STEEL - ASTM A615 5:8^ 4'-4" V-0" PRECAST (2) D45 WIRE (2) No.3 11193 2290 2085 2085 TYPICALRECESS DOOR HEADER SECTION 6'-8" 5'-4' 5'-0" PRECAST (2)D4.5 WIRE (2)No.4 1764 1763 1578 1578 PRECASTCONCRETE T-8" 6'-4 6' 0 PRECAST 2, DAS WIRE 2J No. 4 409 409 BB 26/ 9'-8" 8'-4' 8'-0" PRECAST (2) 04.5 WIRE (2) No. 4 1000 1 1000 686 1 903 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 co 0 ^E r� C .SUHDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT. STATE OF FLORIDA 'All 2 6 DATA,& 6/26/18 SC :1/4"=1'-0" S HEE E T'A OF 7 2 x 12 (•2 SYP) 7/16' OSB (TYP.) NAIL (3) 1211 a 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM CONNECTOR SC�'�EDvLE CONTROL DATE: 01-0I-15 MAXIMUM HEADER SPAN (ft.) SIMPSON USP 51-0' UN.O. DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -1a 145. HTA 16-08 14CC NUMBER OF FULL LENGTH 5TUD5 (1) Id x 1 1/1' PLY, (61 !bu 2 -PLY, 0U5P, (A) Lid X I IR' - NO I6d OPTION) 2 (2)META -!6 1965 (21 HTA '6-18 28.. 3 (!D) ICd x 1 lit' I -PLY, (USP: (10) IOd x 1 1/2'1 �- 3DD (14) I6d Z -PLY (USP, NO !bd OPTION) HETA-16 1819 NTA 14, 1615 (9110d x 1 1/2' I -PLY, (B) I6d 2 -PLY USP: CO) !Dd x 1 1/2', NO!6d OPTION .ETA-?. !3'1. HTA 20 1615 (3) IDG x 1 In' 1 -PLT, (3) I6d 2 -PLT 'J5F, (0) ICd x 1 I/1', No!6d OPTION }. c (21 HETA-2D 2035 (2) HTA-2D 3110 CO) !Cd x I I/2' I -PLY 'JSP, (!O)'Cd x I Irz' 2599 (12)!611 2 -PLY N3P, NO I6d OPTION) z Q LGT.2 2159 L IGT -2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY ('J5P: 51 K (5) 1/4'LB, WOOD (16) ICd In DETAL-20 2480 No U5P CONVERSION FOR 5IMP5GN DETAL-20 (I6) - IDd x 1 1/2, 1 PLT MGT I 3965 I1,nT 40VO (1) 5/8' A.T.F. IN HIGH STRENGTH EPDXY (MIN, IV EMBED), 02)1Od TO LOOP ('J5P, (23) ICd TO 'LOGIC) HGT-2 IO?30 HUGT-2 9365 (2) 3/4' AJRR IN HIGH 5TRENGTH EPDXY (MIN. 12• EMBED), (16) !Od TO WOOD (U5P: WOOD (B) IOd) PGT -3 10539 HUGT-3 9365 (2) 3/4' ATR IN HIGH 5TRENGTH EPDXY (MIN. 12' EI" ABED), (16) !Ci TO WOOD ('J5P. WOOD (8J !Od) LGT3-5D52.5 3265 1 LU1T-3 111 02) 5D5 1/4'4 I/1' TO GIRDER, (4) 3/8' x 5- TITEN HD TO WALL (U5P, CONC. (4) 3/8' X 5"1 -EDGE EOL T, WOOD 02) 0'525, ! TA2 1210 PARALLEL TO WALL 1425 FERFENDIOULAR TO WALL LPTA ':555 (10) ICd x I -I2• N5P: (!0) IDd x I IR' VGT 4940 NO L5P CONVER510N FOR 5INF50N VGT (I) 5/8' ATR iN HIGH STRENGTH EPDXY (i�l!N. 12' EMBED), (16)-5D51/4'X3' TO LOOP (2)'/GT 1;85 NO U5P CONVERNON FOR 51MP30N (2) VGT) (2) 5/B' ATR IN HIGH STRENGTH EPDXY (MIN, 12' EMSED), (32 )-SDS 1/4':(3' / 2 PLY MT5-!2 IO.D MPJ 12 695 (!4) !.d a 1 I/2' (U5P: (14) IOd z I V2', (14) 'Cd) HT5-16 Ia. HTW 16 !669 (16) Ica x I In, (u5P: (16) !.d x I IR', (I6) !Cd) HT5-20 IC50 HTW ZD 2945 124)!C,1 x 1 11' (U5P: (24) IOd x 1 I/1', (20) ICd1 HT6 24 1439 HTW 24 2945 (24) 1011 xI R' (15P: (24) !Od x I I/2', (20) !0111 LST -I-12 . 925 L5TA 12 910 V.) Cd U5P, (10) IOd LSTA-18 1235 LSTA 18 1360 04) !Od LSP, (14) 10d 15TA-IB 1315 MSTA-18 1315 (14)ICd U5P: (14)!Cd N M5TA-24 ---1649 - - M$TA44 1150 (18) 1--d USF, (IB)!Od d 15TA-30 .. 2050 M$TA-3D 2140 (22) IDd U5P: (22) 1911 M5TA-36 2950 MSTA-3'o 25Z5 (26)!011 U5P: (26)1Od F- MSTI-3b 3800 K5T1 236 3099 (36)Pd x 1 1/2' U5P, (36) 1011 x 1 1/2' 115TI-4B5 KT31 243 425. (48) !Od x I IR• USP: (48) IDd x 1 1/2• H6 950 LFTA 4, 1595 (e) ad TO PLATES, (3) 8d TO 5TUD5 0U5P: Ca) 5d x IIP., (16) ad) 5P4 335 5PT 4 (6) IOd x I I/1' TO 5ND5 U5P: (6) 1011 x I I/2' TO 5TUD5 A34 395 IF 34 410 (4) 8d x I IR' TO BEAFI, (4) ad x I I/2' TO POET. U5P, (4) 311 x 1 12' TO BEAM, (4)811 x I I2TO P05T. HCF2 645 HHCP 2 1010 02) IDd x 1 1/2' U5P, (10) !011 x I I/1' TO TR465, (ID) IDd X t Ia' TO PLATE HIDA 1340 RT 16A 2180 Ca) 1011 x 1 1/2' U5P, (9) !IDd x I t/2' TO TRU55, e5)106 X 1 I/2' TO PLATE VGT + HDU4 4565 FHD 4A 4535 ([&,1-61D51/4'x3' TO WOOD. (10) -SDS /»x2 IR''W/ TIHREADED ROD, (2) NUT5,WA5HER/2 PLT U5P: 5/8' ATR MIN. 1• EMBED 5ET IN HIGH 5TRENGTH EPDXY, (1D)'LBW WOOD 5CREW5 VGT ! HDItl 4940 TOX !0 51!0 (16)-595 1/4'x3' TO WOOD, (3)-3/4' SND BGLT5 'W/ THREADED ROD, (2) N'JTSa!A$HER/-'FLY U5P, 1,5' ATR MIN. 1' EMEED 5ET IN HIGH 5TRENGTH EPDXY, (4) 115• THRU-BOLTS ABU 44 22- 6665 PAU 44 2535 015 (I) 5/8• A.T,R IN HIGH STRENGTH EPDXY, (MIN. 1• EMEED.) IN CONC., (12)16,A TO LOOP U5P: 5AME A5 51MF5GN A:J.1 66 23'00 1201-10 PA U 66 2535 13815 (I) 5iV A.T.R. IN HIGH 5TREN6TH EPDXY, (MIN. 1' Et'EED.1 IN CGNC., (1211611 TO WOOD U5P: 5AME A5 5IMF50N () -TT-TI.111 1340 LT5 19 !205 (U 3/4' A.TR N HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC., (3)1011 TO 'WOOD U5P, 5AME A$ 51MP50N Q LTi20B «. 1500 LT5 205 I!D5 (1) IP.' A.T.R. IN HIGH STRENGTH EPDXY, (MN. T' EMEED.1 IN GONG, 0O)IOd TO WOOD USP, 3/4' ATR MIN V EMEED 5ET IN HIGH 5TRENGTH EPDXY, (ID) !Cd, (IC) ICd x I I/2', 2-1/." Q HTT4 4455 HTT45 4465 (I) 5/B' A.T.R IN HIGH 5TRENGTH EPDXY (MIN. VEMBEG,)'.(2 GONG, (181 5. (U5P: (20) 1-iX 2-1/2') U5P HA5 MORE NAIL OPT[ -5:(2 D) 1911. (2'O) IDd x -I/1', <ZD) !611 x Z I/2' Z Q HTTS 5090 HTi46 5430 () 5,B' A.T.R IN HIGH 5TRENGTH EFOXY (MIN. l' EI EED,) IN CO:NC, (26) I6d X 2 V2' (L'5P: (20) :6d X 2-12') U5P HA5 MORE NAIL OPTION$: (23) IDd, (28) IDd x 1-1/1', (20116d x 2 Irz' HHDOII-SD5 25. 1100 LPHD II 12090 (I) I' ATR TN HIGH 5TRENGTH EPDXY, (M.N. IO• EMBED) IN CONO., (24) Spy y' x 2Ii WOOD y"RcW (U5P f24J W53 WOOp SCrcJSJ HD15 6645 TDX !0 5110 (1) l,6' AB. IN HIGH 5TRENGTH EFOXY, (MIN l' EMB.O.1 IN C -C., (3) 314. 5TUD 5OLT5 TO WOOD (U5P: (4) 1/8' EOLT5) 15HA 356/1125 3415 5330 NFM35X12U 3165 113D 511 MP5CN: (1) 3/4' AT.R !N HIGH 5TRENGTH EPDXY, (MIN. 6.-5' EMBEDI'IENT) IN CM.U. TOP, 11) 3/» ATR IN HIGH 5TRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N CM.U. FACE, (IBJIDd TO BEAM 'J5P, (U In' J -BOLT W/ MINIMUM 6: EMBED, ( NOT LE55 THAN 4' FROM EDGE OF CONC W/ 3/» DIA ITW RAI'18ET,REDHEAD DY NA BOLT SLEEVE ANGHGR GR EO.'L/ MIN. 5' EMBED GEPTH INSTALLED IN THE FACE. (14) IOd AT J -T � LJ669 Q' HU50412 (WCOD) (FLR) 3635 32a5 (ROOF) 2530 (FLR) HL5412IF 3.6. 3225 (ROOF) ('D) I6d TO HEADER, (IO) 1611 TO WOOD U5P: 5AME A5 51MP5GN QHUC410 (G'U) 18!0 5.85 HD410 ,F 1305 3115 (15) t/4' x 2-3/4' TITEN (3 PER FLANGE) TO CMU, (!D) ICd TO WOOD: (U5P, (IB) 1/4' x 3"153 3CRE15, (ID) !Od TO WOOD. S HUC210.2 (CMU) _ 180 5085 PP2'0-21F B05 3115 ('.8) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CI -!U, (IDU !Od TO WOOD: (U5P: (IB) I/4' x 3. 1053 51-REW5, (10) !ICd TO WOOD HUG210-3 (G1U) IBP! 4000 HD29-3.F 1305 3115 (I8) 1/4' x Z-3/4' TITEN (9 PER FLANGE) TO GMU, (10) ICd TO WOOD; (U5P: (18) 1/4' x 3• W33 3CREW3, (ID) :Cd TO WOOD LGUM2$.2-SD5 14! 5535 NO U5P GONVER510N FOR 51MP5GN LGLM26-2.595 (4) 3,8' x 4• TITEN HD ,'ANCHORS (2 PER FLANGE) TO CMU. (4) 1/4' X 2 1/1' SD5 51-REW5 TO WOOD HIGH 5TRENGTH EPDXY • 51M.P5ON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL FR(CR TO 51,55TITIITING FGR 51MILAR EPDXY FRODUCT5 GR U5P - CIA ADHE5IVE ANCHGRING 5Y5TE'!5. - WHERE ANCHOR EMBEDMENT 15 GREATER THAN l' DEEP, THE✓ERTIGAL CELL IN CI'IJJ. 'WALL MUST BE FILLED SOLID w/ GROUT. 10d COMMON NA11 6 CAN BE 5155TINTED WITH IDd x I I/2' NAIL5 IN CONJUNGTION WITH A 23% RE000T:GN N THE ALLO'LABLE I OAD.'WRITTEN APPROVAL FROM THE ARCHITECT 13 REOUIRED FOR TH15 APPLICATION PRIOR TO INSTALL ATION. V) ,. MINIMUM EMBEDMENT INTO THE TOP OF A BONDEEAM WILL EE 5•, MINIMUM EMBEDMENT INTO THE FO,NDATION WILL 5E I- w I— Q AJ.R A-3011 ALL THREAD ROD (51ZE. PROTECTION TTFE, LENGTH, ETC. VARIES) 5111 OF THE WIDE VARIETY OF MATERIAL5, LOCATION5. AND CONDITIONS THAT MAY AiFECT CONNECTORS, THE CONTRACTOR MU5T 5E RE5PON51ELE FOR MAKING 5LRE THAT THE FROPER CORRO51ON FROTEGTION 15 U5ED. LHEN U5NG 5TAINLE55 6TEE1 CONNECTORS, 'J5E 5TANLE55 STEEL FA24ENER5. WHEN U5.NG L'1AX / HOG GALVANIZED CONNECTCR5, USE FA5TENER5 GALVANIZED PER ASTM-AI53 U3E OF EXPANSION ANCHORS WILL EE EVALUATED ON AN INDIVIDUAL 5A515 AND MU5T HA✓E WRITTEN AFFROVAL FROM THE ARCHITECT,ENGI(.EER OF RECORD FROR TO USE. ALL CONNECTER `/ALUE5 BASED ON 51MF5ON 'WOOD GON5TRUCTION CONNEGTOR5 C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C -H10% AND ANCHORING ( FA5TENNG 5Y5TEM5 FOR CONCRETE I MASONRY CATA1_OG C-SA5-212. 2 x 12 (•2 SYP) 7/16' OSB (TYP.) NAIL (3) 1211 a 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM REQU REMENT,5 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51-0' UN.O. 4' -II 1/2' 7' -II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH 5TUD5 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSSIBEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL. BRIG- HEIGHTS 13'-4' BRE. LOAD 5R5. WALL. NON -5%. WALL yam) CJ I CJ3 CJ5 C045 C035 CO25 01015 CJ5 CJ3 CA f- (� r r, -r.) -ri ROOF FRAMING PLAN SCALE: 1/4 = 1'-0' ELEVATION 'S' CJI CJ3T CJ5T A01GT A02T A03T A04T A05T A06 A01 A05 A09 A10 AIO AIO AIO A10 All All All All A125 A05T AI45 AI55 AI,I 504 E303 502 501G __--(2) META -16 902 D02 D02 D01GE A R C H IT E C Ts 4GDesignGI oulflnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA ##: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA J0 26 DA": 6/26/16 S' EET 5 OF 7 PRE- ENG. TRUSSES STRAP PER FRAMING NOTES P.T. Ix2 W/ MTL. DRIP EDGE 2x4 PSL. TOP PLATE 9'-4' BRG. HT. ARCHTOP ARCH SPRINGLINE m' -O' FIN. FLR. I • ENTRY FRAMING DETAIL SCALE: 3/4'=I'-0" R-38 INSUL. MIN. TEXTURED CEMENTIOUS COATING PER (ASTM C92& )TYP. SEE FOUNDATION PLAN FOR FOOTINGS 0 w a Q SECURE 2x TO LINTEL. W/ (3) 2"x8" ANCHOR BOLT W1 2” WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6" EMBED. MIN. NOTE: (1) ANCHOR BOLT LOCATED 8" FROM SIDE AND (l) NEAR MID CENTER -ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED TYP. �- SECURE 2x TO BLK W/ (5) J"x8" ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6" EMBED. MIN. NOTE: (1) ANCHOR BOLT LOCATED 6" FROM TOP AND BOTTOM AND SPACED AS SHOWN /— 2x BLOCKING BETWEEN ANCHOR BOLTS AS SHOWN, ATTACH W1 (ro) 16d NAILS MIN. SECURE 2x TO SLAB W1 (l) 21"x8" ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (o" EMBED. MIN. P.T. 2x BOTTOM PLATE - IN CONTACT WITH SLAB TYP. NOTE: ALL LUMBER SHALL BE SYP #2 UNC. FRAME WALL TO CMU WALL ATTACHMENT Al' ENTRY DOOR SCALE: N.T.S. A R C H I T E C T S Design GrO U rinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX;407-774-4078 www.a bdesigngroup.corn AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 E ARCHrrECT- STATE OF FLORIDA 'JUN 2 6 D#/TE: 6/26/18 SCALE: 1/4"=1'-0" SHEET 6 OF 7 PRECAST LINTEL SEE a" LINTEL PLAN FOR SIZE a° —_ _LL _ (I) USP RT3A AT = — TOP AND BOTTOM OF INSIDE STUD T _-- — _ = TYP. AS SHOWN. -L-•z- (P a) Q, - 4„— _ -- _ _� % SECURE 2x TO LINTEL. W/ (3) 2"x8" ANCHOR BOLT W1 2” WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6" EMBED. MIN. NOTE: (1) ANCHOR BOLT LOCATED 8" FROM SIDE AND (l) NEAR MID CENTER -ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED TYP. �- SECURE 2x TO BLK W/ (5) J"x8" ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6" EMBED. MIN. NOTE: (1) ANCHOR BOLT LOCATED 6" FROM TOP AND BOTTOM AND SPACED AS SHOWN /— 2x BLOCKING BETWEEN ANCHOR BOLTS AS SHOWN, ATTACH W1 (ro) 16d NAILS MIN. SECURE 2x TO SLAB W1 (l) 21"x8" ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (o" EMBED. MIN. P.T. 2x BOTTOM PLATE - IN CONTACT WITH SLAB TYP. NOTE: ALL LUMBER SHALL BE SYP #2 UNC. FRAME WALL TO CMU WALL ATTACHMENT Al' ENTRY DOOR SCALE: N.T.S. A R C H I T E C T S Design GrO U rinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX;407-774-4078 www.a bdesigngroup.corn AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 E ARCHrrECT- STATE OF FLORIDA 'JUN 2 6 D#/TE: 6/26/18 SCALE: 1/4"=1'-0" SHEET 6 OF 7 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 E ARCHrrECT- STATE OF FLORIDA 'JUN 2 6 D#/TE: 6/26/18 SCALE: 1/4"=1'-0" SHEET 6 OF 7 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SEASIDE DEFINITION LOAD INFORMATION VA 2539 SQ.F'P, GENERAL LIGHTING X (3) = VA PER SQ.FT. 7,617 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 Tian SUBTOTAL OF GENERAL LOAD 48,863 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 407.= 38,863 VA x (4) 15,545 TOTAL NET GENERAL LOAD 25,545 5 -TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 ECUPFED W COIaW! FAIT HTEFU TfR(TA'KR FE616TAIT 5 -KW ELECTRIC HEAT 5000 VA x (657.) 3250 f' I 1}l 220V OUTLET NET GENERAL LOAD 25,545 NET TOTAL HEAT 10,450 TOTAL LOAD 35,995 CALCULATED LOAD FOR SERVICE 35,995 VA / 240 V= 149.98 200 AMP SERVICE DEP. 20 AMP OUTLET POR M. WAVE VENT M.WAVE TO EXTERIOR (3):.l THHN/THWN COPPER CONDUCTORS, (1)THHN/RHWN COPPER GROUND IN 2" CONDUIT. TRANSFORMER BANK: 501,VA VOLTAGE: i6 2 0/132 00 -2 40/480V NEMA 3R SERVICE: SINGLE PHASE TYPE: UNDERGROUND COMEO AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT AT SECONDARY SIDEi (120/240 VOLTS)M AND METER MAXIMUM FAULT CURRENT: 19390 amps CAN POUTER COMPANY 200 TRANSFORMER AMP. PHONE/ DATA WEATHER PROOF50X I 200 AMP 120/240 VOLT 42 CIRCUITS MLO SERVICE 5Y OTHERS INTERSYSTEM 5ONDING TEF41INAL AT LOUD VOLTAGE CONNECTIONS GRADE LINE tl PROVIDE 04 THHN/THLUN COPPER CONNECTED 200 4MF= E L E C T R I C,, L RISER TO CONCRETE ENCASED FOOTER STEEL AND NOTE: COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ NOTE: IF PVC IS USED THERE IS NO APPLICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL FOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POUTER CO. CA5LE/TV WEATHER PROOF EOX ELECTRICAL PLAN SCALE:: 1/4 = 1'-0° ELEVATION '5' U1P GFI METER VERIFY LOC. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLETMIFFED V b IDW'ALT KmlarTER (TA''ER REOI&TMr TYI IIOV FLOOR MIFFED LLV CAILtM FA.T ® CUTLET MERIPIER (TAVER KUTAIT Tian 110V SWITCHED ECUFFED UV GRAND FAULT OUTLET NTERemR(TA`'ER KMTAff TTFE) 110V GFI ECUPFED W COIaW! FAIT HTEFU TfR(TA'KR FE616TAIT OUTLET TTK) f' I 1}l 220V OUTLET 4 Mr€ CafECTICN EXTERIOR Ltf WATERPROOF OUTLET 5WITCH 3 SWITCH 3 -WAY OFERATION $4 SWITCH 4 -LAY OFERATION D DIMMER SWITCH (.� WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN 0 VENT FAN k( VENT FAN W/ j� LIGHT Cr�a 24' LIGHT STRIP 48' LIGHT STRIP R RE5CENT ueAP A271ND 24' "'ll FLUORESCENT 48' FLUORESCENT )� ® PANEL STRUCTURED WIRE PANEL METER SMOKE BATT. DACK-Ir VHAFMM- DETECTOR INTMCc cw ® CARBON MONOXIDE g,4T, BACK -w uV wjq)w n DETECTOR INTEWMECTED ® SMOKE / CARESON 5ATL BACKAF uu K4FWK MONOXIDE DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GM OUTLET O CEILING FAN / CEILW3 BOX WOUIFiD To 5E &.'FORTED N ACCCWATCE uv LIGHT BOX MANI:W Ae eUCN FOR NOP ECTION CEILM BOX KQJIFW To BE O J -BOX %FFORW N ACCORDAICE V BOX MAMTO Ae W04 FOR MPECTION ® 5PEAKER PRE -WIRE FLOOD LIGHT 5ECURITT SYSTEM KEYPAD CI DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COND. DISCONNECT TELEY15ION JACK Ln EMERGENCY LIGHTING C7 DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOLLNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE616TANT TYPE A R C H I T E C T S GI �Desn ou Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com Al 1: 0003325 FR IV. & LOT:SINGTON ESERVE LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: ELECTRICAL PLAN ARCHfTECT: STATE OF FLORIDA 'JLNI 2 0/2 1�_ �TE: 6/26/18 SALE: 1/4"=1'-0" /SHEET 7 Og 7 milk ILII' "'ll FR IV. & LOT:SINGTON ESERVE LOT#14) MODEL: SEASIDE (VERSION#01) PROJECT#: 02997.000/014R1 PAGE: ELECTRICAL PLAN ARCHfTECT: STATE OF FLORIDA 'JLNI 2 0/2 1�_ �TE: 6/26/18 SALE: 1/4"=1'-0" /SHEET 7 Og 7