Loading...
HomeMy WebLinkAboutBuilding Plans1 GENERAL NOTES 1. THE CONTRACTOR AND ALL SUB CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE OWNER OF ANY DISCREPANCY.THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY DRAWINGS AND DIMENSIONS SHOWN ON THE STRUCTURAL WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITHIN 10 DAYS RECEIPT OF DRAWINGS. 2. FLOOR AND WALL OPENINGS, SLEEVES, VARIATION IN STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREA SAND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE CONTRACTOR PROCEEDS. 3. IN ALL CASES WHERE A CONFLICT MAY OCCUR SUCH AS BETWEEN ITEMS COVERED BY SPECIFICATIONS AND NOTES ON THE DRAWINGS, OR BETWEEN GENERAL NOTES AND SPECIFIC DETAILS THE OWNER SHALL BE NOTIFIED AND HE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. 4. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. 5. WHERE NO SPECIFIC DETAIL IS SHOWN THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. 6. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE. 7. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON STRUCTURAL DRAWINGS. 8. THE PRECISE DIMENSIONS AND LOCATIONS OF DOORS AND WINDOWS OPENINGS SHALL BE DETERMINED FROM ARCHITECTURAL PLANS AND DETAILS COORDINATED WITH OWNERS SELECTIONS AND MANUFACTURES SPECS OTHER WALL AND FLOOR OPENINGS SHALL BE ALSO REQUIRED BY MECHANICAL, ELECTRICAL OR SIMILAR REQUIREMENTS SHALL BE VERIFIED FROM SHOP DRAWINGS, EQUIPMENT DATA, DIMENSIONS, ETC., AS REQUIRED. STRUCTURAL NOTES.- FOUNDATIONS. - THE FOUNDATIONS ARE DESIGNED FOR ALLOWABLE SOIL BEARING PRESSURE OF 2500 POUNDS PER SQUARE FOOT FILL MATERIAL UP TO FINISH GRADE SHALL BE PLACED WITH MAXIMUM LIFTS OF 12 INCHES. SUBGRADE AND EACH LIFT OF MATERIAL SHALL BE COMPACTED TO 95 PROCTOR DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. CONCRETE. - CONCRETE SHALL ACHIEVE A STRENGTH AT 28 DAYS OF 3000 PSI FOR FOOTINGS SLABS ON GRADE, AND GROUTED MASONRY CELLS. TIE BEAMS AND C.I.P. SLABS SHALL BE fc'=3000 PSI. CONCRETE SHALL BE A MIX DESIGNED BY A RECOGNIZED TESTING LABORATORY AND SHALL BE PLACED, CURED AND TESTED ACCORDING TO ACI AND ASTM STANDARDS AND SPECIFICATIONS. FORMWORK AND SHORING. - STRUCTURAL CONCRETE SHALL NOT BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS OF THE 28 DAY DESIGN STRENGTH. ERECTION AND REMOVAL OF ALL FORMWORK SHORES AND RESHORES SHALL MEET THE REQUIREMENTS OF THE ACI STANDARDS AND SPECIFICATIONS. REINFORCING STEEL. - TO BE ASTM GRADE 60 DEFORMED BARS FREE FROM OIL AND RUST STEEL SHALL BE BENT AND PLACED ACCORDING TO THE ACI STANDARDS AND SPECIFICATIONS. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. #5 BARS SHALL BE LAPPED 2'-0" U.N.O. WELDED WIRE FABRIC (WWF).- TO CONFORM TO ASTM A-185 FREE FROM OIL AND RUST AND SHALL BE PLACED ACCORDING TO THE ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE FOOT. MISC STEEL. - ALL NEW STEEL TO BE ASTM A-36 STRUCTURAL STEEL, 36 KSI MIN CONNECTIONS PER MIN. CONNECTIONS PER AISC STANDARDS DETAILS. BOLTS TO BE ASTM A307, WELDED TO BE PER AWS SPEC. MASONRY WALLS.- 8" HOLLOW MASONRY UNITS SHALL MEET ASTM C-90 FOR LOAD BEARING TYPE MASONRY. MORTAR SHALL BE TYPE "M" OR "S" AND MEET C-270. GROUT SHALL BE 3000 PSI PEA GRAVEL CONCRETE AND MEET ASTM C-476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR ALL VERTICAL REINFORCING ABOVE LAP SPLICES TO BE A MINIMUM 2'-11'. EXTEND VERTICAL REINFORCING INTO HIGHEST CONCRETE BEAM ABOVE. MASONRY BLOCK CELLS AT WALL ENDS, CORNERS, INTERSECTIONS AND ADJACENT TO OPENINGS SHALL BE GROUT FILLED WITH ONE #5 VERTICAL REINFORCING BAR TIE BEAMS SHALL BE POURED AFTER THE MASONRY BLOCK WALLS BELOW ARE IN PLACE CONFINE CONCRETE IN THE TIE BEAMS TO AREA REQUIRED. DO NOT USE SOLID METAL OR FELT CAVITY CAPS. MASONRY WALLS BELOW THE SOIL LINE SHALL HAVE GALVANIZED 9 GAUGE TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT AT EACH COURSING AND WALLS ABOVE THE SOIL LINE SHALL HAVE THE HORIZONTAL JOINT REINFORCING SPACED AT 16" ON CENTER. PENETRATIONS. - NO PENETRATIONS OR OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS OR WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. WOOD. - WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. APPLICABLE CODES 7TH EDITION (2020) FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA EXISTING CODE 7TH EDITION (2020) FLORIDA PLUMBING CODE 7TH EDITION (2020) FLORIDA MECHANICAL CODE 7TH EDITION (2020) FLORIDA FIRE PREVENTION CODE 2017 STANDARD NATIONAL ELECTRICAL CODE PROJECT INFORMATION ALLOWED PROVIDED OCCUPANCY / CLASSIFICATION RESIDENTIAL / SINGLE FAMILY CONSTRUCTION TYPE TYPE 1118 NON-SPRINKLERED UNIT AREA 4240 SF WORK AREA 4240 SF DESIGN CRITERIA BASIC WIND SPEED 170 MPH WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY LOW RISE ENCLOSED EXPOSURE CATEGORY C BUILDING SQUARE FOOTAGE TOTAL A/C LIVING AREA 3000 GARAGE 753 LANAI 460 COVERED ENTRY 27 TOTAL UNDER ROOF 4240 V.B. CUSTOM HOMES, LLC, RAINIIST RESIDENCE 159 OCEAN ESTATES DRIVE HUTCHINSON ISLAND ST. LUCIE, FLORIDA 34949 SHEETINDEX SCOPE OF WORK NEW CONSTRUCTION SINGLE FAMILY RESIDENCE ARCHITECTURAL A-1 COVER SHEET A-2 FLOOR PLAN A-3 ELEVATIONS, WALL SECTIONS A-4 ELEVATIONS A-5 FOUNDATION PLAN A-6 ROOF PLAN A-7 NOTES & DETAILS ELECTRICAL E-1 ELECTRICAL PLAN, NOTES & SCHEDULES J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg. B Unit 290 Naples, FL 34104 P. 239.643.4600 F. 236.643.6937 jdallen@jdallenassoc.com REV. DESCRIPTION Al 9-23-21 FOR PERMIT R RECeIvit--a `)T I R.I1t' t, Lucia County Permitting oN �o w0 U pO U Z _ LL op ZZU ig0 w LL U� 360 z 06Z a LL w Z w g w 0- �00 g'z 0 &,6U ODUO Ua�O �F-ELU 0 ww OR1-0�o w oww wFN �g W w o0 z � � UJ w W 0 o (j) LU LLI Lw 0 z CO Q W o w �_ CK o w 1 o Qao Z z O _I lL vi0MO Za CC w Z w zomw LU w << 2(1)z,_J Q O I- O 0aQW U K w= _I C) T C) z O - 1- U) J ' �1oW Z ~�z w Q O d o U LLO Z < Z low I O U -ra<g W<U) CY a W o rr -z DATE: z w JULY 27, 2021 I— O 0 U U z W �M� LI ao00 U��� 7-t/) O U? o . 0� CWC G }o ca Q o E A=1 37'-711 q'-n" x q'-n" IC1RIrt1 C u11tir. 11�\ 71_nll v a-_ I- CIMM C LL mf2 46'-011 16'-511 81-2-1/211 81-2-1/211 ------------------------ 6' DECK FIRST FLOOR PLAN ;�� SCALE: 1/4" =1'-0" M JJ1 N M fV J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg. B Unit 290 Naples, FL 34104 P. 239.643.4600 F. 236.643.6937 jdallen@jdallenassoc.com REV. DESCRIPTION A 9-23-21 FOR PERMIT Q2 0 Wo �U �U zN 00 g �zU w O Z 3 Z � 0 � Z tt w }Zuj UUg U UgppZ to Kam }� za�a Of LL C7� W w c 3 O OF-O z z o U=w w F- Z w z� zo W s ag V 0' Z Qj w 0 01 z ��0M Z Io WwZ4 w Q g W IJ ° - Lu a <° ~ w Z Z Z v Oza w Z w [/I0 w O�U V = = V 2u,c' U J O owmo w= n/ T- a: Q) U. ZaoZ Ii � 0- Uwo� LLI 0 F- zo�9COz U0za vwiw0Lu U wofC)z 0 Uj z¢a LLJ w Z W DATE: JULY 27, 2021 I— 0 0 U Z F-LLdM M U W( W 0 00 f— � �' � M i O L 0 Uc� p! W qwz E Q "�(L@ o E TO THE BEST OF MY KNOWLEDGE, THESE PLANS CONFORM TO LOCAL BUILDING CODES, SE OF FAO 'MEs J. RF e AR98805 p1� 05 A=2 CONCRETE TILE ROOF -RUSS BEARING 10'-0" � IN (BEYOND) LINTEL @ LANAI OPENINGS SCALE: 1" = V-0" EAST ELEVATION SCALE: 1/4" = V-0" -RUSS BEARING 10'-0" TEL T-4" OIL D) LINTEL @ GARAGE DOOR SCALE: 1" = V-0" SEE ROOF PLAN A-6 FOR LINTEL SPANS AND LOCATIONS. CONCRETE LINTEL SPECIFICATIONS AND REINFORCING STEEL PER MANUFACTURER'S DATA AS SHOWN ON SHEET A-6. 10'-0" T / BRG WRAP STUCCO ACCENT BAND FROM FRONT TYPICAL LINTEL SCALE: 1" = V-0" LL 12 LLLLL 6 L_LLLLLLLL 12 LLLLLLLLLLLLL LLLLLLLLLLLLLLLLL�6 LLLL-LLLLLLLLLLI—I I I LLL CONCRETE TILE ROOF LLLLLLLLLLLLLLLLLLLLLLLLL j LI-._LLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL ; LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 12 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 6 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL� LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 4'-0" WRAP STUCCO ACCEN-F BAND FROM FRONT 10'-0" T / BRG 8'-0" WINDOW HEAD STUCCO FINISH TYPICAL WITH STUCCO ACCENT BANDS U-0" T / SLAB WEST ELEVATION FINISH GRADE SCALE: 1/4" = V-0" PRE-ENG. WOOD TRUSSES @ 2'-0" O.C. R-20 ICYNENE SIMPSON TRUSS ANCHORS HETA20 -RUSS BEARING 10'-0" OIL 1/2" GYPSUM BOARD BOND BEAM SHALL BE (2) FULLY GROUTED U-BLOCKS WITH CONT. #5 REBAR UNLESS NOTED. 1/2" GYPSUM BOARD R-4.1 INSULATION 1 X 3 FURRING 4" CONCRETE SLAB (3000 PSI) WITH 6 x 6 x 10/10 WWM OVER 6 MIL POLY VAPOR BARRIER.-- — TERMITE TREATED AND COMPACTED FILL WITH MINIMUM BEARING CAPACITY 2500 PSF. APPLY VULKEM 360 COMPOSITE WATERPROOFING OVERALL WINDOW AND DOOR BUCKS AND EXTEND MINIUMUM 6" ALL SIDES OF OPENINGS. WATERPROOFING DETAIL NOT TO SCALE CONCRETE TILE ROOF OVER PEEL & STICK UNDERLAYMENT ON 5/8" 4 PLY CDX NAILED ON ROOF TRUSSES. 8D @ 4" O.C. CORNERS, 6" FIELD. #5 REBAR RTICALLY @ 8'-0" O.C. TYPICAL UNL S NOTED— (2) #5's CONTINUOUS\ ---* • 1'-4" 12 ­�6 2'-0" TRUSS OVERHANG BLOCK U.N.O. J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg. B Unit 290 Naples, FL 34104 P. 239.643.4600 F. 236.643.6937 jdallen@jdallenassoc.com REV. DESCRIPTION 9-23-21 FOR PERMIT 1 X 4 CEDAR FASCIA W/ METAL DRIP �— 2 X 8 CEDAR SUB -FASCIA �o TRUSS BEARING 10'-0" w8 S= UU 2(n 9O w U ----- ---- DECORATIVE BRACKETS @ 2'-0" O.C. W z sY -- 3/4" STUCCO BAND ~60 6U szt BOTTOM BOND BEAM 8'-8" z Lu 0 IOUU �Nw r -- 3/4" X 4" STUCCO BAND @ WINDOW / DOOR HEADS TYP. W81 a <g U j T / WINDOWS TYPICAL 8'-0" � W o za�a -- STUCCO FINISH TYP 5/8" °0Z Z a1 zoZ O 7 z U wiz W -- 8" CONCRETE BLOCK o z T W w0 J N V J - #5 REBAR IN FULLY z�� 0 J Q GROUTED BLOCK 8'-0" O.C. �W j 1< F Q T 00 O W m� IT W ° z Q PV) Lij O Z Q <4 0 O_ o I— U) W <° ~ w Z zao O LL m00 Q cc Z w a W izQwG U = V �U)oa Q o �W.1 �a¢N 0)F- w N 0- - {jam `�' = c~n W Z °'Sz O�O- °a° w L11 z O oZ z n~ U u Z < W xOZ O ~Way a (f� W z W z DATE: w a JULY 27, 2021 — 3/4" X 4" STUCCO BAND BELOW WINDOWSILL TYP. (� 0 E U Z M ") U W W �o H- GC E0 O Lq o 1-1/4" STUCCO V 102 x BAND W LU a PER ELEVATIONS f w zE o ~ ° T/SLAB 0'-0" .� n u- cu FINISH GRADE O MONOLITHIC FOOTt-R. SEE FOUNDATION PLAN. WALL SECTION TYP. SCALE: 1 °' = V-0" TO THE BEST OF MY KNOWLEDGE, THESE P FORM TO LO ES. i ;MEs i. RF yp� AR98805 X. D AR LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 12 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_LLLL.LL.LLLLLLLLLLLLLL_LLLLLL_ �6 12 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL 6L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLL —CONCRETE TILE ROOF LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI_LLLLLLLLLLLLLLLLLLLLLLLLL LLL_L_I_L_L_L_LL_L_L.L_L_I_L_L_LL_ j LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLIIIIIIIIIIII111111111 L LL LI_LL LI_LLL L�LLLLLLLLLLLLLLLLLLLLLLL,�L LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 12 LLLLLLLLLLL LL�LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL—LLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 6 LLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL� LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL STUCCO ACCENT SOUTH ELEVATION SCALE: 1/4" = V-0" CONCRETE TILE ROOF LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL ; L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL,.ILL 12 LLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 6 LLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL� LLLLLLLLLLIII LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LL LL12.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL 6_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL LL.LLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL LLL13'-4"TRUSS/ BRG LLLLLLLLLLLLLLLLLLL LLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL L L LLLLLLLLLLLLLLLL LLLLLLLLLLLLL LLLLLLLLLLL—LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLL_LLLLLLLLLLLL — ---``eLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLLL LLLL LLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 I I I l I i i i i i � i�� i � J' C5E-�] STUCCO ACCENT NORTH ELEVATION SCALE: 1/4" = V-0" J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg. B Unit 290 Naples, FL 34104 P. 239.643.4600 F. 236.643.6937 jdallen@jdallenassoc.com 10'-0" T / BRG REV. DESCRIPTION 8'-0" WINDOW HEAD j, 1A 9-23-21 FOR PERMIT STUCCO FINISH TYPICAL 0'-0" T / SLAB FINISH GRADE pU Oj LL OO m � Z19 HIS w pZ� JO ~ LL a Yz� Nw U 7 O pp tl) U O� 6O awo U12, � N OLL�Sw C7 zwCg ZO �Opus 0C I n 8ww ��g co w OLL ZU W w O N�7 (/J u Q 1 210 Z W Lij � _� oa f _ w M '^ U) 10 W�Zo Z O ZOQ°a LL �moo Oza Wz w > <UW° U W� 4° mow= � LO 1- W O w5z _ (� J E ° o¢ LLI z o �L 0��2 U OZQ WC,°�Iwzl a =QQU' ~w , < COa o Lu azw DATE: Q ' 10'-0" T /BRG ,� w w `T T a JULY 27, 2021 8'-0" WINDOW HEAD A SHUTTERS STUCCO FINISH TYPICAL 0'-0" T / SLAB FINISH GRADE LoE 0) U wM'� I- cM c') O Q O L LLui N M ow, Uzi Q >- O co c\1 �cn 0) o E TO THE BEST OF MY KNOWLEDGE, THESE PLANS CONFORM TO 11'-11." d Ar CONCRETE FOOTING SCHEDULE MARK SIZE L x W x D REINFORCEMENT REMARKS CONT x 1'-4" x 1'-6" (2) #5's CONTINUOUS SEE WALL SECTION WF1 MONO FOOTER SHEET A-3 CONT x V-0" x V-0" (1) #5's CONTINUOUS STABILIZE ADJACENT SOIL WF2 MONO FOOTER AS REQUIRED. COORDINATE WITH POOL CONSTRUCTION. (6) #5's EACH WAY EQUALLY SPACED INTEGRAL WITH FLAT SLAB OR F-1 3'-4" x 3'-4" x 1'4" 3" FROM BOTTOM AND SIDES. WALL FOOTING AS REQUIRED. SEE NOTE 6 AT RIGHT. (4) #5's EACH WAY EQUALLY SPACED INTEGRAL WITH FLAT SLAB OR F-2 2'-6" x 2'-6" x V-4" 3" FROM BOTTOM AND SIDES. WALL FOOTING AS REQUIRED. SEE NOTE 6 AT RIGHT. 37'-7" 18'-1" 71-7" FOUNDATION / GROUND FLOOR NOTES 1. FLOOR SLAB IS A 4" CONC. SLAB -ON -GRADE (fc 3000 psi) WITH 6 X 6 W1.4 X W1.4 W.W.F. @ MID -DEPTH ON WELL COMPACTED AND TREATED TO 95% MODIFIED PROCTOR PER ASTM D 1557. LIFTS NOT TO EXCEED 12" 2. FOUNDATIONS ARE DESIGNED FOR 2500 PSF. GENERAL CONTRACTOR SHALL VERIFY THE VALIDITY OF THIS ASSUMPTION. 3. CENTER OF LOAD SHALL COINCIDE WITH CENTER OF FOOTING U.N.O. 4. ALL CONCRETE TO HAVE A MINIMUM 3000 PSI COMPRESSIVE STRENGTH WITH THE WATER/CEMENT RATIO OF 0.5 MAXIMUM. 5. ALL REINFORCEMENT SHALL BE GRADE 60. 6. FOOTING DEPTH SHOWN (DIMENSION D) IS MINIMUM, FROM TOP OF LOWEST SLAB WITH WHICH IT IS INTEGRAL AND / OR MINIMUM 6" GRADE COVER. 100'-0° 46'-0" MASONRY WALL REINFORCEMENT 1. WALL REINFORCEMENT SHALL BE DOWELED FROM FOUNDATION AND BE CONTINUOUS THROUGH SOLID GROUTED CELLS AND BE HOOKED OVER TOP REINFORCEMENT OF UPPER BEAMS, MINIMAL LAP SPLICE SHALL BE 48 BAR DIAMETERS. FOR HORIZONTAL WALL REINFORCEMENT, @ EVERY OTHER COURSE. 2. ■ VERTICAL WALL REINFORCEMENT IS AS FOLLOWS: #5 @ MIN. 8'-0" O.C. PROVIDE 1 #5 AT ALL WALL INTERSECTIONS, CORNERS, & EACH SIDE OF OPENINGS AND 2 #5 EACH SIDE OF OPENINGS LARGER THAN 6'-0" 3. WALL SEGMENTS BELOW AND ABOVE THE OPENINGS SHALL BE REINFORCED SAME AS WALL. 4. MASONRY GROUT = 2000 PSI. 5. MASONRY WALL COMPRESSIVE STRENGTH OF fm= 1500 PSI. 6. MORTAR TYPE M OR S WITH 1900 PSI COMPRESSIVE STRENGTH. 8'-2-1/2" FOUNDATION PLAN SCALE: 1/4" =1'-0" 16'-5" 8'-2-1/2" J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg. B Unit 290 Naples, FL 34104 P. 239.643.4600 F. 236.643.6937 jdallen@jdallenassoc.com REV. DESCRIPTION A 9-23-21 FOR PERMIT 0 W� OU M 80 LL .o N w m UUUZ w Z Oz 8 � O OpZ }2m UN2 C) 10 O O V1 � U OUOO w i w 8--f2 o~w�g d 0 z w w o o F U 0, z IZZ- OU o=w 0 z -1 ng LU Cn "t V z 21,0, Z _i LV uj o W Cr mz o ( Z 99 uj w z ¢ N � F- o I— �Wzo 0. �o a<1 � z w o°° ° w z w o :r0 —' 0 _ o Dozin a0) F- J U�WS ga°Z L F- U. T- = fA 0 .5 a°o< �wFw U LLI O 7 '0�z Q F_ �oN4 Z 0 0 Z U) N = Q Q _U` ~wLu 4� wO azw z DATE: g � a JULY 27, 2021 1— 0 U U Z L W W LLj o- tE H co � L �o�,Q 0 W cc }oE <� 2a Q A o E TO THE BEST OF MY KNOWLEDGE, THESE PLANS CONFORM TO LOCAL BUILDING CODES. T A=5 YI I I I I [ I� �1 I a a t t I► I of ova �Q � I�{ C�?i01© l Be I I I I14 I 1 I I V ••Q m 3I__{ I p 1 ,� , L�(f- 1 COMPONENT AND CLADDING LOADING DIAGRAM FIGURE 1 -1 LO O N O e-I BOND BEAM THIS 10'-0" PORTION OF WALL SHALL BE (2) FULLY GROUTED U-BLOCKS WITH CONT. #7 REBAR. 2'-0" TRUSS OVERHANG BLOCK TYPICAL U.N.O. SEE SHEET A-3 FOR DETAILS. CONCRETE TILE ROOF OVER PEEL & STICK - - UNDERLAYMENT ON 5/8" 4 PLY CDX NAILED ON ROOF TRUSSES. 8D @ 4" O.C. CORNERS, 6" FIELD. COMPONENT AND CLADDING DESIGN PRESSURES Vult = 170 MPH ULTIMATE DESIGN WIND SPEED COMPONENT AND CLADDING (BASED ON Vult) EXPOSURE B ULTIMATE DESIGN PRESSURES (LRFD) PSF ROOF ZONE AREA APPLIED DESIGN PRESSURE ZONE 1 10 SF +45.1 / -72.9 PSF 20 SF +38.2 / -71.0 PSF 50 SF +33.3 / -68.5 PSF 100 SF +29.5 / -66.6 PSF ZONE 2 10 SF +41.9 / -122.2 PSF 20 SF +38.2 / -109.2 PSF 50 SF +33.3 / -94.5 PSF 100 SF +29.5 / -85.3 PSF ZONE 3 10 SF +41.9 / -184.0 PSF 20 SF +38.2 / -160.4 PSF 50 SF +33.3 /-145.7 PSF 100 SF +29.5 /-134.7 PSF WALL ZONE AREA APPLIED DESIGN PRESSURE ZONE 4 10 SF +72.9 / -79.1 PSF 20 SF +69.6 / -75.7 PSF 50 SF +65.2 / -71.4 PSF 100 SF +62.0 / -68.2 PSF 101+ SF +54.3 / -60.5 PSF ZONE 5 10 SF +72.9 / -97.6 PSF 20 SF +69.6 / -91.0 PSF 50 SF +65.2 / -82.3 PSF 100 SF +62.0 / -75.7 PSF 101+ SF +54.3 / -60.5 PSF NOTE. All DOORS AND WINDOWS ARE TO BE PROTECTED WITH A APPROVED IMPACT RESISTANT GLASS OR SHUTTERS. FOR WOOD FRAME DOUBLE TOP PLATE. TOP PLATE. TOP PLATE SPLICE REQUIREMENT MINIMUM LAP IS 36' FASTEN LAPS WITH (2) ROWS 1/4XY SCREWS AT 6' O.C. L1 DOWN @ 6:12 LINTEL BEARING @ T-6" _DOWN 6:12 M L1 @ L3 9'-01I cn �- 22" x 48" ATTIC ACCESS COMPONENT AND CLADDING DESIGN PRESSURES Vasd = 132 MPH NOMINAL DESIGN WIND SPEED Vult = 170 MPH COMPONENT AND CLADDING (BASED ON Vasd) EXPOSURE B DOORS & WINDOWS INCLUDED PRESSURES CALCULATED USING (Vult X 0.6) WHICH IS EQUIVALENT TO Vasd ALLOWABLE STRESS DESIGN PRESSURE (ASD) PSF AREA OPENING INTERIOR ZONE END ZONE 0 - 10 SF +43.8 / -47.5 PSF +43.8 / -57.5 PSF 11 - 20 SF +41.7 / -45.4 PSF +41.7 / -54.6 PSF 21 - 50 SF +39.0 / -42.7 PSF +39.0 / -49.4 PSF 51 - 100 SF +37.2 / -41.0 PSF +37.2 / -45.4 PSF 101+ SF +32.6 / -36.3 PSF +32.6 / -36.3 PSF Vasd = 132 MPH NOMINAL DESIGN WIND SPEED COMPONENT AND CLADDING (BASED ON Vasd) EXPOSURE B GARAGE DOORS DESIGN PRESSURE ALLOWABLE STRESS DESIGN PRESSURE (ASD) PSF AREA OPENING 0 - 110 SF +47.0 / -52.5 SF 111 + SF +43.7 / -49.0 SF NOTE: ALL DOORS AND WINDOWS ARE TO BE PROTECTED WITH A APPROVED IMPACT RESISTANT GLASS OR SHUTTERS. NNU LUAU KLWWtMtN I51 1. THE STRUCTURAL SYSTEMS FOR THE DRAWINGS PRESENTED WERE DESIGNED PER THE LOADING PRESENTED IN THE FLORIDA BUILDING CODE 2016 EDITION. THE DESIGN WIND SPEED IS (Vult = 170 MPH.) AND (Vasd = 132). 2. IMPORTANCE FACTOR IW = 1.0 OF THE FLORIDA BUILDING CODE 2010 EDITION. 3. EXPOSURE CATEGORY B. 4. INTERNAL PRESSURE COEFFICIENT (ASCE 7-10) =0.18 / -0.18 ENCLOSED BUILDING OPENINGS ARE PROTECTED FROM FLYING DEBRIS WITH IMPACT GLASS AND/OR SHUTTERS. ROOF DEAD AND LIVE LOADS ROOF DEAD LOAD 20 PSF ROOF LIVE LOAD 20 PSF CEILING DEAD LOAD 10 PSF L3 OOM 1 CJ�G 11'-0" CLG 10'-0" CONCKT&JILE ROOF OVER PEEL & STICK UNDERL NT ON 5/8" 4 PLY CDX NAILED ON ROOF TRUNES, 8D @ 4" O.C. CORNERS, 6" FIELD. ROOF TRUSSES NOTES 1. ROOF TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER. SHOP DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO PRODUCTION. 2. TRUSS MANUFACTURER SHALL PROVIDE UPLIFT & REACTION VALUES FOR INDIVIDUAL TRUSSES. REFER TO THE TRUSS DRAWINGS FOR LAYOUT. 3. ROOF SHEATHING SHALL CONSIST OF 5/8" MIN. PLYWOOD 4-PLY CDX LAID PERPENDICULAR TO TRUSSES NAILED @ 6" O.C. ALONG EDGES AND 6" P.C. INTERMEDIATE W/ 10d COMMONS. 4. BRACE TRUSSES PER T.P.I H.I.B-91, AS REVISED 5. THE TRUSS LAYOUT BY TIBBETT'S LUMBER. (JOB # 512417 DATE: JULY 29, 2021). HAS BEEN COORDINATED WITH THE FOUNDATION AND ROOF PLAN. 6. PROVIDE SIMPSON HETA20 W/16 10d X 1 1/2" FOR UPLIFTS TO 1890 LBS. 1 7. ALL CHANGES TO THE TRUSS LAYOUT SHALL BE APPROVED BY THE ENGINEER. 8. IMPROPERLY LOCATED OR MISSING TRUSS TIE DOWNS USE SIMPSON HTSM20 TWIST STRAPS AT EACH LOCATION AS REQUIRED. 14'-0" LINTEL BEARING @ 8'-8" rem ROOF NOTES 1. THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 2O17 FLOORIDA BUILDING CODE AND SECTION 1609 FOR DESIGN PRESSURES GENERATED BY A DESIGN WIND VELOCITY OF 170 MPH. 2. THE SEPARATION OF THE GARAGE AND ITS ATTIC AREA SHALL BE NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT PER FBC R309.1, R309.2. 3. PROVIDE GYPSUM BOARD 1/2" MINIMUM FOR 16" O.C. FRAMING AND 5/8" FOR 24" O.C. FRAMING OR 1/2" SAG -RESISTANT GYPSUM CEILING BOARD PER FBC R702.5 4. LANAI & ENTRY CEILINGS SHALL HAVE 1/2" CD EXTERIOR PLYWOOD LAID PERPENDICULAR TO TRUSS BOTTOM CHORDS AND NAILED W/ 10d NAILS @ 6" O.C. CONCRETE LINTEL NOTES 1. PROVIDE MINIMUM 4" SOLID BLOCK BEARING EACH SIDE OF OPENINGS 8'-0" WIDE OR LESS. 2. PROVIDE MINIMUM 8" SOLID BLOCK BEARING EACH SIDE OF OPENINGS 9'-0" WIDE OR GREATER. 3. VERIFY EXACT MASONRY ROUGH OPENING WITH WINDOW / DOOR SUPPLIER. 4. SEE MANUFACTURER'S DATA THIS SHEET. 5. LINTEL BEARING @ ELEVATION 8'-0" ABOVE MAIN FLOOR SLAB UNLESS NOTED OTHERWISE. 12'-0" L4 KITCHEN CLG 10'-0" CLG 11'-0" OFFICE Z�N LINTEL BEARING @ T-4" L6 L2 LINTEL BEARING @ 1 1$'-011 61_011 0 0 0 X-0" u) 14-011 L5 LINTEL BEARING @ 8'-8" COVERED LANAI _ 12'-0" _ L4 CLG 10'-0" CLCvft'-0" DOWN DOWN @ 6:12 @ 6:12 6'-4" L2 61.811 LO L1 L3 L4 L5 L6 14'-0" L5 LINTEL BEARING @ 8'-8" - GREAT ROOM CLG 11'-O" CLG 10'-0" CONCRETE LINTEL MANUFACTURER'S DATA 8" PRECAST U-LINTELS I STANDARD LENGTHS FOVERALL TOP BOTTOM W LENGTH STEEL STEEL 3'-0" 2 -7/32" wire 2 -43 rebar 394" 2 -7/32" wire 2 43 rebar - 3'-6" 2 -7/32" wire 2 -43 rebar N 4%0" 2 -7/32" wire 2 43 rebar it 4'-6" 2 -7/32" wire 2 43 rebar 0 0 �4 4'-8" 2 -7/32" wire 2 43 rebar I 2 -7/32" wire 2 43 rebar 0�� 5'-10" 2 -7/32" wire 2 43 rebar 6'-0" 2 -7/32" wire 2 -#4 rebar 7g" 6'-6" 2 -7/32" wire 2 44 rebar ' 6'-8" 2 -7/32" wire 2 -#4 rebar �4 58 �4 7'-4" 2 -7/32" wire 2 44 rebar TOP STEEL 7'-6" 2 -7/32" wire 2 -#4 rebar 8'-0" 2 43 rebar 2 -#4 rebar es°OTEE M 8'-8" 2 -43 rebar 2 44 rebar 9'-4" 2 43 rebar 2 44 rebar 10%0" 2 43 rebar 2 44 rebar 10'-6" 2 43 rebar 2 44 rebar 2 43 rebar 2 45 rebarK1_ 1 F-4" 2 43 rebar 2 -45 rebar 5 1/2" LONG NOTCH 12'-0" 2 43 rebar 2 45 rebar EACH END 13'-4" 2 43 rebar 2 45 rebar Rebar: ASTM A615 Grade 60 2 43 rebar 2 45 rebar Wire: ASTM A510 Concrete Strength: 4000 psi Additionallengtbsavailablehyspecialwxier Average Self Weight: 33 plf Finish: Grey Block 8" PRESTRESSED U-LINTELS STANDARD LENGTHS OVERALL TOP BOTTOM LENGTH STEEL STEEL NONE 2 -7/16 strand 1514" NONE 2 -7/16 strand._ 17'-4" NONE 2 -7/16 strand 19%4" 2 -7/32" wire 2 -7/16 strand "SOD 7"'o 21'-4" 2 -7/32" wire 2 -7/16 strand-- j 2 - #4 rebar 22'-011 2 -7/32" wire 2 -7/16 strand J� 2 - #4 rebar ,8.. 24'-0" 2 -7/32" wire 2 -7/16 strand 2 - #4 rebar ita" ss . �4" AM-nal lengi& available by special order 8- TOP STEEL Rebar: ASTM A615 Grade 60 6° Wire: ASTM A510 BOTTOM Strand: ASTM A416 Grade 270 , �w Concrete Strength: 6000 psi Synthetic Fibers: 2.5 lbs/yd Average Self Weight: 37 plf Finish: Grey Smooth Form 51/2" LONG NOTCH EACH END Page Wff"C°9QTUE. A. 02015C t-Cmte USA Inc L2 Z _N O � � L2 0 -_J L2 L 1 r- '0'zz - Z. 6'-0" 31_0ll o M ROOF / LINTEL PLAN SCALE: 1/4" =1'-0" DOWN @ 6:12 L2 FE 6'-0" /T 31� J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg. B Unit 290 Naples, FL 34104 P. 239.643.4600 F. 236.643.6937 jda Ilen@jdallenassoc, com REV. DESCRIPTION Q 9-23-21 FOR PERMIT zdQ o >Z 92 I to �$o o ; �W UJ V Z W Lu 0 � v m In CO Z L1,I W z Q Q ego 2IL z > WZ O W O a oa9 _0 U" 0 ' O J UUW O r Q ��a� It'�' U.ZO'5z O�O- _ 0,Oz° -8 ui 0 W (~z N Q 0 oo�z I) Z Q Z a N 0 vW o Lou LU U Faaz t Q 0 (L W o a0N zW g � DATE: a JULY 27, 2021 0 0 E 0) U U Z LuMLo Cr00 /W 2 o o o U�� U W zW -. qwz E Q Q ��a@ o E TO THE BEST OF MY KNOWLEDGE, STRUCTURAL NOTES DESIGN CRITERIA:HAVE BEEN THE MAIN WIND -FORCE RESISTANCE SYSTEM AND COMPONENTS E, 2017 AND CLADDING WITHSTAND WIND DESIGNS IN ACCORDANCE WITH THE FLORIDA BUILDING CO PRESSURES GENERATED BY A MINIMUM BASIC WIND SPEED OF 170 M.P.H. FOUNDATION: THE FOUNDATION HAS BEEN DESIGNED FOR AS PRESSURES.ARING CAPACITY OF 2500 PSF. THE CONTRACTOR SHALL VERIFY SOIL BEARING CONCRETE: ALL STRUCTURAL CONCRETE FOR ALL CONCRETE WORK SHALL CONFORM TO SPECIFICATIONS ATR MINIMUM MCOMPRESSIVE STRENGTH OF 3000 BUILDINGS (A.C.L-301). CONCRETE SHALL ATTAIN PSI IN 28 DAYS. CONCRETE CLEAR COVER: 3 FOUNDATIONS: 1.50" TO STIRRUP BEAMS: SLABS NOT EXPOSED TO THE WEATHER: 0.75" SLABS EXPOSED TO THE WEATHER: 1.50" _REINFORCING STEEL: ALL REINFORCING STEEL BARS SHALL CONFORM TO ASTM 615 SPECIICATIONS WITH 60,ODO PSI MFNIMUM YE AND STRENGTH.ENTAR REQUIREMENTS S1, FOR DEFORMED BILLET STEEL PROVIDE DOWELS IN FOUNDATIONS TO MATCH REINFORCING ABOVE. PRE-ENGINEERED WOOD ROOF TRUSSES: PRE-ENGINEERED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS L.L. TOP CHORD 20 PSF D.L. TOP CHORD 20 PSF D.L. BOTTOM CHORD 10 PSF TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DOWNSVIEW PRIOR oSHOP DRAWINGS W/ 0 GENERAL CONSTRUCT ONENGINEERED PROFILES AND CALCULATIONS SHOWING ALL REQUIRED TIE ALL ROOF TRUSSES SHALL BE DESIGNED FOR A MIN. BASIC WIND SPEED OF 170 M.P.H PER THE FLORIDA BUILDING CODE, 2017 EDITION. MASONRY: ERECT ONRY. SHALL CONFORM TO ASTM C-90. UNITS SHALL BE 70. PROVIDE GAUGE 9 HORIZONTALNNING BOND PATTERN. ED IN INTERLOCKED RU MORTAR SHALL BE TYPE "M" OR S AND MEET ASTM C 2 REINFORCEMENT EVERY OTHER COURSE. fm = 150 TO ASTM GROUT C SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI & CONFORM SOLID SAWN LUMBER: TOP AND BOTTOM PLATES, SAWN LUMBER, BEAMS, HEARS, SOLIDI S D BUILT UP POSTS SHALL BE # SOUTHERN YELLOW PINE WITH THE FOLLOWING MIN IMU Fb = 1200 PSI Fv = 90 PSI E= 1.5X10PSI LAMINATED VENEER LUMBER: L.V.L & P.S.L INDICATES LAMINATED LUMBER AS MAN UFAVISION SHALLCTURED BY RBE AOSISP CIFIED BYNTHE ITS CORPORATION. ALL DESIGN DATA FOR THIS MATERIAL D MANUFACTURER - ALL ATTACHMENTS, FILLERS ETC. AND INSTALLATION PROCEDURES SHALL IN STRICT ACCORDANCE W/ THE MANUFACTURERS SPECIFICATIONS, LINTELS: DOOR OR WINDOW OPENINGS IN MASONRY WALLS SHALL HAVECONCRETE LL BE POURED INTEGRAL WITH EAD O THE OPENING IS WITHIN 16" OF THE TIE BEAM, OR SLAB, LINTS THE TIE BEAMS, OR SLAB, ADD 2 #5 BOTTOM BARS FOR EVERFY88"O� TOHE P OF THE TSUPPORIT AND HAVE THEPRECAST LINTELS ARE USED, THEY SHALL BEAR MINIMUM OF FOLLOWING SIZE AND REINFORCEMENT: - SPANS UP TO 6-0" USE 8" X 8" PRECAST U LINTELS - SPANS UP TO 12-0" USE 8" X 8" PRE -STRESSED U LINTELS - REINFORCE AS SHOWN STRUCTURAL NOTES ROOF SHEATHING CD EXTERIOR WOOD STRUCTURAL ROOF SHEATHING DIAPHRASECURED WO 10d NAILS AT 6" O/C ALLRATEDGM SHALL BE 5/8" THICK A.P.A. PANEL EDGES INSTALLED PERPENDICULAR TO SUPPORTS AND AND AT 6" O/C ALONG ALL INTERMEDIATE SUPPORTS - (4) PLY MATERIAL TO BE USED. SPAN RATING SHALL BE 32/16. WALL SHEATHING: TO WALL SHEATHING DIAPHRAGM SHALL BE 15132" THICK A.P.A. EDGERATED. PROVIDESCD IO XI4 BLOCKING NPERPENDICULAAS R QUIREDR SUPPORTS AND SECURED W/ 8d NAILS AT 6 O/C ALL PANEL BETWEEN STUDS W/ 3-1/2" FACE SET VERTICAL AT ALL PANEL S. ALL INTERMEDIATE SUPPORTS SHALL BE NAILED W/ 8d NAILS AT 12" O/C. SPAN RATING SHALL BE METAL FASTENERS / CONNECTORS: ALL HANGERS, CLIPS, STRAPS, TO BE MANUFACTURED BYOR ALL SPECIFRED�IFASTENER NUMBERS NOTED OTHERWISE) - REFER TO PLAN & TIE DOWN SCHEDULE CONSULT MFGS. CATALOG #C "WOOD CONSTRUCTION CONNECTORS" SPECI"HIGH WIND-ESISTANT FICATIONS l'CAT ONS WITH DISTANCE OFST. CONNECTORS" CATALOG # C-HW - INSTALL ALL STRAPS PER MFGS STRAP BEING EQUAL FROM POINT OF CONN. ALL STRAPS SHALL BE Z-MAX BELOW CONNECTION (LE) BEAM TO POST INTERFACE) ALL CONNECTORS SHALL HAVE NAIL HOLES FILLED WITH APPROPRIATE SIZE NAILS PER SIMPSON S SPEC'S. GTHS ALL FLAT STRAPS OR TWIST STRAPS SHALL BE APPLIED WITH EQUAL LE ONE (OAT EACH SOIDE ODER OR BEAM AND COLUMN, ETC., WHERE (2) STRAPS CONNECTION, FILL ALL HOLES WITH SPECIFIED NAIL COUNT. GENERAL: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IOSOP RIORTO LDOCONDITION WHICH MAY NOT CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ACCORDANCE WITH DESIGN CONDITIONS. THE CONTRACTOR SLOPES, STEPSOAND FOR TH TO B SITE CONSTRUCTION SAFETY. FOR FINISHED FLOOR ELEVATIONS, ARCHITECTURAL PLANS. FOR SIZE AND LOCATION OF MECHANICAL SLEEVES AND OPENINGS, REFER TO MECHANICAL AND ARCHITECTURAL PLANS. FORM WORK AND SHORING:IN THE EET THE WORK IREMENTS AS SET D SHORING SHALL BE BY A F ORIDA 'I 347 SHORES AND RE -SHORES SHALL M AND A.C.I 301 LATEST EDITIONS. FORM REGISTERED ENGINEER. SLABS ON FILL: EXTERIOR SLABS ON FILL SHALL BE 4" THICK, UNLESS OTHERWISE SAND AND/CAR ROCK AND SHALL BE WITH 6 X 6 W1.4 W.W.M, FILL MATERIAL UNDER SLAB SHALL BE CLEAN COMPACTED TO 95% (MIN.) OF ASTM D 1557 INRIFTS NOT TO EXCEED 12" IN DEPTH. SLAB ON FILL SHALL BE POURED AGAINST APPROVED VAPO FIBER REINFORCED CONCRETE SLABS SHALL CONTAINS SYNTHETIC 5 15 FIBER BS PER CUBRC YARD . FIBER LENGTH SHALL BE 1/2" TO 2". DOSAGE AMOUNTS SHOULD BE FROM 0 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. ALTERNATE WINDOW/ DOOR JAMB ATTACHMENT RY 6 X WIND OW JAMS SHALL CONSIST OF 1X3 (MIN.) PRESSURE TREATED ATTACHED TO MASON WITH C. OPENINGS TAP ONS AT 4" FROM EA. END AND 16" O.C. FOR OPENINGS UP TO 6'-8". PROVIDE 3/16 X 2-112 TAPCON GREATER THAN 6-8" TO 8'-0 HIGH. ANCHORS SHALL NOT BE IN THE BEVELED AREA. SLIDING DOORS OR WINDOWS UP TO 8'-0" HIGH REQUIRING BUCKING WIDER THAN 4" UP® 04 X 3 1/2 ALL BE ATTACH ONS 16ED C� FOR 2X BUCKS. MASONRY WALL WITH (2) ROWS OF 3/16 X 2-1/2 TAPCONS AT 16 O.C. FOR 1 X BUCKS AND OW ATTACHMENT SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE ATTACHED DIRECTLY TO THE MASONRY WIND WALL THROUGH THE BUCKING IF USING 1" THICK BUCKSTRIPS. MASONRY CELLS ON EACH SIDE OF THE ENINNOTES BE FILLED WITH SOLID GROUT AND #5 REBAR EACH CELL IN ACCORDANCE WITH THE MASONRY J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg, B Unit 290 Naples, FL 34104 P. 239.643.4600 F.236.643.6937 jdallen@jdallenassoc.com REV.I DESCRIPTION A 1 9-23-21 FOR PERMIT �N W �g W �J ox OU 0 N go U QUO �gU J 0 :D w Z ON NLO zfi oOLL JZO 20z Y y W z W O o U �Mz oo, �a10 �0 0W,,Im- �QwO ~E �a O� �F cc x z OLL�w -f oarj a3z w _ �Ot ~ too w h Z0 z U o U = W �Nw oo W wp� S�° Z �0 � W w >117 7 b •® d U ' /LDLu '^� 0 � 6i. J Q CQ Ir— UJ Z O �QZLu Q O 0 rn = r 0 W o " zoo 2 W ¢Qo 0 w z ZpnfU U 0 zz w S => W O�C9- " oo w � u, W N h = N z K zp w'oz x¢a� �W w , Q N aOzw rrFz W a z w O z d C( -i 0 O U) W d 0 LJUDAT: LY 27, 2021 C) E p O U Z co u,"co WW 0-CO i— 0 � O 0 T + u- - a) u a)L1- ��// � W O .< d O E U T) T O THE BEST OF MY KNOWLEDGE, THESE PLANS CONFORM TO LOCAL BUILDING CODES. S J. AR98805 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION $ SWITCH SINGLE POLE $ 3 3 WAY SWITCH $ 4 4 WAY SWITCH $ D INCANDESCENT LIGHT DIMMER AND SWITCH OD MOTION DETECTOR SENSOR O RECESSED RESTROOM EXHAUST FAN C� WALL MOUNT LIGHTING FIXTURE SURFACE MOUNTED WALL SCONCE LIGHT 0 RECESSED LIGHTING FIXTURE - HANGING CEILING LIGHTING FIXTURE Vp VAPOR PROOF RECESSED LIGHTING FIXTURE Qp EXTERIOR FLOOD LIGHT FIXTURE ROPE LIGHT — 1 FLOURESCENT WRAP AROUND LIGHTING FIXTURE 2'X4' LIGHTING FIXTURE 0 0 CEILING FAN WITH LIGHT EWH ELECTRIC WATER HEATER ® CEILING MOUNTED SMOKE DETECTOR ELECTRICAL PANEL SURFACE MOUNT DUPLEX RECEPTACLE 120V 20A 1/2 SWITCHED DUPLEX RECEPTACLE 120V 20A DUPLEX RECEPTACLE 120V 20A GROUND FAULT WP CIRCUIT INTERRUPT & WATERPROOF COVER DUPLEX RECEPTACLE 120V 20A GFI GROUND FAULT CIRCUIT INTERRUPT ® FL DUPLEX FLOOR RECEPTACLE 120V 20A 0 CLG DUPLEX CEILING MOUNTED RECEPTACLE 120V 20A 0 240 VOLT RECEPTACLE a CEILING JUNCTION BOX 0 WALL JUNCTION BOX DATA OUTLET ❑TV TELEVISION OUTLET ❑DB DOOR BELL GARBAGE DISPOSAL �] DISCONNECT SWITCH ELECTRICAL METER H CONDENSING UNIT 1 CU-2 I CONDENSING UNIT 2 cs -CEILING MOUNTED COMBINATION CARBON MONOXIDE ,AND SMOKE DETECTOR . —+ GAS VALVE ELECTRICAL NOTES IT IS THE INTENT OF THE DESIGNER THAT THE ELECTRICAL SUBCONTRACTOR IS TO BID AND INSTALL ALL ELECTRICAL ITEMS AS REQUIRED PER APPLICABLE ELECTRICAL BUILDING CODES. 1. ALL EXTERIOR OUTLETS AND OUTLETS IN KITCHEN, BATHROOMS AND UTILITY TO BE ON GFI CIRCUITS. 2. VERIFY POWER HOOK UP LOCATION AND TYPE OF SERVICE (UNDERGROUND OR OVERHEAD) WITH RESPECT TO SUBDIVISION REQUIREMENTS. 3. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED WITH BATTERY BACKUP. 4. ALL FIXTURES SHALL BE APPROVED BY THE OWNER PRIOR TO THE PURCHASE AND INSTALLATION. SQURE D Q0142M200 OR EQUAL VOLTAGE: 120/240V TYPE: LOADCENTER PANEL "All MAINS: 200A MOUNTING: FLUSH TYPE MAINS: MB CIO. NO IDENTIFICATION TRIP AMPS POLE WIRE OND OND WIRE POLE TRIP AMPS IDENTIFICATION CIR. NO 1 *AHU-1 (8.8 KW) 50 2 8 3/4" 3/4" 8 2 50 OVEN 2 3 4 5 CU-1 (4 TON) 50 2 8 3/4" 3/4" 1 8 2 50 COOKTOP 6 7 8 9 REFRIGERATOR 20 1 12 1/2" 3/4" 8 2 50 1 DOUBLE OVEN 10 11 DISPOSAL 20 1 12 1/2" 12 13 MICROWAVE 20 1 12 1/2" 1/2" 10 2 30 DRYER 14 15 KITCHEN RECEPTACLES 20 1 1 12 1/2" 16 17 KITCHEN RECEPTACLES 20 1 1 12 1/2" 1/2" 12 1 20 WASHER 12 19 KITCHEN RECEPTACLES 20 1 12 1/2" 1/2" 12 1 20 LAUNDRY 20 21 GREAT ROOM LIGHTING 15 1 14 1/2" 1/2" 12 1 20 DISHWASHER 22 23 OFFICE LIGHTING 15 1 14 1/2" 1/2" 12 1 1 20 GARAGE RECEPTACLES 24 25 BEDROOM 1 LIGHTING 15 1 14 1/2" 1/2" 14 1 1 15 GENERAL LIGHTING 26 27 BEDROOM 2 LIGHTING 15 1 14 1/2" 1/2" 14 1 15 GENERAL LIGHTING 28 29 GUEST ROOM 1 LIGHTING 15 1 14 1/2" 1/2" 14 1 15 GENERAL LIGHTING 30 31 GUEST ROOM 2 LIGHTING 15 1 14 1/2" 1/2" 12 1 20 GENERAL RECEPTACLES 32 33 GENERAL RECEPTACLES 20 1 12 1/2" 1 34 35 36 37 38 39 40 41 42 SQURE D Q0142M200 OR EQUAL VOLTAGE: 120/240V TYPE: LOADCENTER PANEL n1311MAINS: 200A MOUNTING: FLUSH TYPE MAINS: MB CIR. NO IDENTIFICATION TRIP AMPS POLE WIRE OND OND WIRE POLE TRIP AMPS IDENTIFICATION CIR. NO 1 *AHU-2 (8.8 KW) 50 2 8 3/4" 2 3 4 5 CU-2 (4 TON) 50 2 8 3/4" 6 7 8 9 10 11 12 13 14 15 16 17 12 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Residential Electrical Load Calculator for Main Service Minimum Size of the Electrical Service - 2017 NEC Article 220.82 General Electrical Load Requirements Indoor Sq. Ft. Area of the Home 2800 Small Appliance Circuits 2 Laundry Circuit 1 Appliance & Motor Loads VA 8400 1500VA Ea. 1500VA Ea. Sec. #1 Sub -Total = 12900 Dryer 5000 Double Oven 3600 Cooktop Stove or Range 8000 Water Heater 4500 Dishwasher 900 Disposal 800 Other Additional Appliance(s) 2000 Sec. #2 Sub -Total = 24800 First 10,000 VA @ 100% = 10000 Adjustment 40% of Remainder = 5920 Sec #2 with Adjustments 15920 4 ton Air Conditioning in "Heat" mode 8800 Sec. #3 Sub -Total = 8800 8800 Calculated Total VA Load = 37620 Calculated Total Amps Load = 157 CHOOSE (2) 200 AMP PANELS *VERIFY SIZE OF O.C.P. DEVICE W/ MANUFACTURER, MECHANICAL DRAWINGS AND FIELD VERIFICATION. 400 AMP RATED METER CAN GROUNDING ELECTRODE SHALL COMPLY WITH SEC 250.52 MAIN BREAKER PANEL "A" UNDERGROUND RISER CONDUCTORS BY UTILITY SEC 250.52 #410 AL FEEDER CONDUCTORS #3/0 AL NEUTRAL CONDUCTOR 2" CONDUIT MAIN BREAKER PANEL "B" J.D.ALLEN & ASSOCIATES, INC. DESIGN, DEVELOPMENT & GENERAL CONTRACTING 3050 N Horseshoe Drive Bldg. B Unit 290 Naples, FL 34104 P. 239.643.4600 F. 236.643.6937 idallen@jdallenassoc.com REV. DESCRIPTION l N 9-23-21 FOR PERMIT 01 o Wg 8= ZN LL _ 00 W 8QW Z 0 CO 0 U 9Zo oi5E yNg � ZW OU N W 0 Z �ti000 -0 W- Z 0 ZW �Z= W WZzo �Ot U F= U 8 = W 2 °_o W WO Z� U 1.0 Z W > o mW �o (� M CD W z co ���o o W 8 Z, WCl) W z Z 0LL J W z W nova W� U = O a J c�irOa' w= O N to ZW5Z `4 J � U O Z 000 W W E Cs - o��xz° g U W Q w z -j pZZ WEE Z O =¢ace ~W¢N (L' Q. Z J W Z DATE: W a JULY 27, 2021 ii I- 0 0) U UZ IyMLU W W LLJ o� 0)rh�rh L _ O , a U 0)c�i W M z�� � �Wo Q m�o= ) aD O mLL TO THE BEST OF MY KNOWLEDGE, THESE PLANS CONFORM TO LOCAL BUILDING CODES. E=1 N I I 3 HANGER SCHEDULE QUA A JUS24 'I B THD26 20 37' 711 !i 1 Hatch [.eqend 14' hit 100, 011 REVIEWED AND APPROVED - JAMES J. RENO, ARCHITECT - SEPTEMBER 23, 2021 K11 0)4" All 74' An MIN h " 2820 Kirby Cir. NE, Palm Bay, Fl. 32905 Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 ** * Signature of this document acknowedges that theclient has reviewed this truss placement dr i n its entirety and is in agreement with the following items, including but not limited to: A.) The client is responsible to verify the accuracy of information submitted for use in design, fabrication, and scheduling. Any labor, material, or time delay incurred from inadequate or incoi information supplied from the client will beat the client's expense. B.) Design Criteria; The client acknowledges that the truss design Criteria noted on this truss placement diagram meets or exceeds the design criteria specified by the building designer, engine record, and local and state building requirements. C,) Fabrication and Delivery: One approved truss placement diagram must be returned to the manufacturer before fabrication and delivery will be sscheduied. It is the client's responsibility to coordinate delivery dates with the truss manufacturer, The client shall provide a marked tocatio 10 delivery, which must be accessible, level, and clear of material and debris, in lieu of this, trusses w Hdelivered in the best available location at our driver's discretion: Care and handling of the trusse following dilvery Is the responsibilty, of the client. Z Z D.); Installation B Bracing; BCS12008 (Building Component Safety information ) WTCA / TPI 0 guidelines shall be followed when handling,; installing, and bracing trusses. Temphrary and / or P: permanent bracing and blocking is not included in the truss package. Trusses shall be braced to Jprevent rotation and provide lateral stability in accordance with the requirements specified in the construction documents for the building and on the individual truss design drawings. The overal stability of the truss system is the responsibility of the building designer. tit Z E.) Field Framing:1.) Tray ceilings and other ceiling transitions may require field framing by'oi 2.) Ceiling drops and valleys not shown are to be field framed by others. 3.) Overhangs maybe o length - cut to fit in field. Overhangs are 2x4 or 2x6 -no blocking is applied. Corner jacks will bi square cut and hip Jacks will be double beveled. F.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, pref in writing. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of problem. Any field modifications made without an engineered repair drawing will be the respon of the client. No back charges or crane charges of any kindwill be accpeted, unless specifically approved in writing by the truss manufacturer's management. G.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber, LLC staff, and Is purely to be used as an installation guide and does not require a seal. Truss deis, analysis are an the Truss Design Drawings which maybe sealed by the Truss Design Engineer. Roof Load; 50# psf; 20 TCLL, 20 TCDL, C BCLL, 10 BCDL; Dur.: 1.25 Design checked for 10 psf non -concurrent LL on BC.. Floor Load; 55# psf; 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; Dur.: 1.00 Design checked for 10 psf coon -concurrent LL on BC. 4 IYIn.Crt CI11y1[Ititailly 0.4.I,GDr L 'Building Code : FBC 2020 po ASCE 7.16 TP1 1-2014 Z Truss Design : C & C Uplift Calc. : MWFRS 4 Wind Speed : 170 mph US _J ROOF, CRITERIA T.C. Pitch C. B.C. Pitch T.C. Size Heel Hgt. Bearing Cantilever Overhang Spacing Exposure Mean Hgt. Bldg. Cat. Importance Factor Enclosure Entry Lanai :C : 15' Enclosed Exposed to W' Exposed to W 6 / 12 - Depth 6 f 12 Spacing 24" 2X4 4 3/16" Vapor barrier between floor & con BLOCK by others. Floor trusses held back 3/4" at ex 24" walls, 0 block & fill by others. Blocking, 24" o.c. vertical load transter by other Odd space floor trusses arour plumbing as noted Approved by: Desired delivery date: Approval bate: Date, lntials, Description tdJ " Z W W1Client V`0 UuZr­Ao1&-r%1 HC-J%meS` Project : Ao1MIT RED. Address: 1159 OCEAN ESTATES DR., ST. LUCIE Date : 7/29/2021 Designer: I PAT 10 Project # 512417 11 ` 10" t 14' B" ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION SWITCH SINGLE POLE $ 3 3 WAY SWITCH 4 4 WAY SWITCH $ D INCANDESCENT LIGHT DIMMER AND SWITCH @D MOTION DETECTOR SENSOR RECESSED RESTROOM EXHAUST FAN QWALL MOUNT LIGHTING FIXTURE SURFACE MOUNTED WALL SCONCE LIGHT o RECESSED LIGHTING FIXTURE HANGING CEILING LIGHTING FIXTURE VP VAPOR PROOF RECESSED LIGHTING FIXTURE QD EXTERIOR FLOOD LIGHT FIXTURE ROPE LIGHT ---' FLOURESCENT WRAP AROUND LIGHTING FIXTURE 2'X4' LIGHTING FIXTURE CEILING FAN WITH LIGHT 0 EWH ELECTRIC WATER HEATER CEILING MOUNTED SMOKE DETECTOR ELECTRICAL PANEL SURFACE MOUNT DUPLEX RECEPTACLE 120V 20A 1/2 SWITCHED DUPLEX RECEPTACLE 120V 20A DUPLEX RECEPTACLE 120V 20A GROUND FAULT WP CIRCUIT INTERRUPT & WATERPROOF COVER DUPLEX RECEPTACLE 120V 20A_ ( GFI GROUND FAULT CIRCUIT INTERRUPT FL DUPLEX FLOOR RECEPTACLE 120V 20A CLG DUPLEX CEILING MOUNTED RECEPTACLE 120V 20A 240 VOLT RECEPTACLE CEILING JUNCTION BOX WALL JUNCTION BOX DATA OUTLET []TV TELEVISION OUTLET ❑DB DOOR BELL 0 GARBAGE DISPOSAL DISCONNECT SWITCH ELECTRICAL METER CU-1 CONDENSING UNIT 1 E-2: CONDENSING UNIT 2 --- GAS VALVE ELECTRICAL NOTES IT IS THE INTENT OF THE DESIGNER THAT THE ELECTRICAL SUBCONTRACTOR IS TO BID AND INSTALL ALL ELECTRICAL ITEMS AS REQUIRED PER APPLICABLE ELECTRICAL BUILDING CODES, 1, ALL EXTERIOR OUTLETS AND OUTLETS IN KITCHEN, BATHROOMS AND UTILITY TO, BE ON GFI CIRCUITS: 2. VERIFY POWER HOOK UP LOCATION AND TYPE OF SERVICE (UNDERGROUND OR OVERHEAD) WITH RESPECT TO SUBDIVISION REQUIREMENTS. 3. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED WITH BATTERY BACKUP, 4. ALL FIXTURES SHALL BE APPROVED BY THE OWNER PRIOR TO THE PURCHASE AND INSTALLATION. Residential Electrical Load Calculator for Main Service VOLTAGE: 120/240V SQUIRE D Q0142M200 OR EQUAL PANEL "A MAINS: MAINS: 200A Minimum Size of the Electrical Service - 2017 NEC Article 220.82 TYPE: LOADCENTER MOUNTING: FLUSH TYPE MAINS: MB 400 AMP RATED MAIN BREAKER MAIN BREAKER CIR. IDENTIFICATION TRIP AMPS POLE WIRE OND 0ND WIRE POLE TRIP AMPS IDENTIFICATION CIR' NO General Electrical Load Requirements METER CAN PANEL "A" PANEL "B" NO 1 2 $ 3i4" 3/4" $ 2 50 OVEN 2 Indoor S Ft. Area of the Home 2800 8400 q• 3 * AHU-1 {8.8 KW) 50 4 © o 6 Small Appliance Circuits 2 1500VA Ea. 5 " CU-1 (4 TON) 50 2 8 3i4" 3/4" $ 2 50 COOKTOP s0 7 Laundry Circuit 1 1500VA Ea. g REFRIGERATOR . 20 1 12 1/2" 3/4" 8 2 50 DOUBLE OVEN 12 Sec. #1 Sub -Total = 12900 11 DISPOSAL 20 1 12 1/2" 14 13 MICROWAVE 20 1 12 1/2,, 1/2" 10 2 30 DRYER 16 15 KITCHEN RECEPTACLES 20 1 12 1/2" 17 KITCHEN RECEPTACLES. 20 1 12 1/2" 1/2" 12 1 1 20 WASHER 12 Appliance & Motor Loads VA 19 KITCHEN RECEPTACLES 20 1 12 1/2" 1/2" 12 1 20 LAUNDRY 20 Dryer 5000 21 GREAT ROOM LIGHTING 15 1 14 1I2" 1/2" 1/2" 1/2" 12 12 1 1 20 20 DISHWASHER GARAGE RECEPTACLES 22 24 Double Oven 3600 .�.D.ALLEN 23 OFFICE LIGHTING 15 1 14 25 BEDROOM 1 LIGHTING 15 1 14 1/2" 1/2" 14 1 15 GENERAL LIGHTING 26 28 Cooktop Stove or Range 8000 �155QC��lTE5, INC. 27 BEDROOM 2 LIGHTING 15 1 14 1/2" 1/2" I4 1 15 GENERAL LIGHTING 30 DESIGN, DEVELOPMENT & 29 GUEST ROOM 1 LIGHTING 15 1 14 1/2" 1/2" 14 1 15 GENERAL LIGHTING Water Heater4500 UNDERGROUND RISER GENERAL CONTRACTING 31 GUEST ROOM 2 LIGHTING 15 1 14 1/2" 1/2" 12 1 20 GENERAL RECEPTACLES 32 CONDUCTORS BY UTILITY 33 GENERAL RECEPTACLES 20 1 12 1/2" 34 Dishwasher 900 SEC 250.52 3050 N Horseshoe Drive Bldg. B Unit 290 35 36 Disposal 800 #4/0 AL FEEDER CONDUCTORS Naples, FL 34104 37 3$ #3/0 AL NEUTRAL CONDUCTOR 40 Other Additional Appliance(s) 2000 P. 239.643.4600 39 42 F. 236.643.6937 41 Sec. #2 Sub -Total = 24800 jdallen@jdallenassocassoc.com GROUNDING ELECTRODE 2'" CONDUIT VOLTAGE: 1201240V First 10,000 VA @ 100% = 10000 SHALL COMPLY WITH SQUIRE D Q0142M200 OR EQUAL PANEL "B„ MAINS: 200A Adjustment 40% of Remainder = 5920 SEC 250.52 TYPE: LOADCENTER MOUNTING: FLUSH TYPE MAINS: MB Sec #2 with Adjustments 15920 REV. DESCRIPTION CIR. NO IDENTIFICATION TRIP AMPS POLE WIRE OND OND WIRE POLE TRIP AMPS IDENTIFICATION CIR. 4 ton Air Conditioning in "Heat" mode 8800 20 1 * AHU-2 (8.8 KW) 50 .2 8 3/4" Sec. #3 Sub -Total = 8800 8800 4 3 6 5 * CU-2 (4 TON) 50 2 8 3/4" $ 7 10 Calculated Total VA Load = 37620 9 12 11 14 Calculated Total Amps Load = 157 13 15 16 CHOOSE (2) 200 AMP PANELS 12 17 20 19 22 *VERIFY SIZE OF O.C.P. DEVICE W/ MANUFACTURER, MECHANICAL 21 24 DRAWINGS AND FIELD VERIFICATION. 23 26 25 28 27 30 29 32 31 33 34 35 36 37 38 39 40 �' 41 42 �o 3,-0," X 6"-0"" CONCRETE PAD o ° FOR POOL EQUIPMENT 0 z� B° W m z F CLOSET w z F °8 ! ± 0 WP wz }QN -NZ WP o'M GUEST ROOM _ WP o 6 3 1 3 3 J WP WP �9. 0- BEDROOM 1` TV W W 4i H o COVERED LANAI F o�� BATH 1 - - D Z 2 W"---+-, - 1 N z� Z i w.w0. LOSET W ui 0 'b� ®> CFI 4W © WP CLOSET m U) o GFi WP �✓ o W z o - ° 33 33 33 33 33 BA z. W 3 ��- E VP mZ� w co z LU zo¢w 3 a. SUNDRY GFI D z w._ ;n= W D O t zaEg c v°zus Z GREAT ROOM F E ° ' x�N zo EWH 33 ff � v Z ANTRY POWDER KITCHEN 4 VP 2 �.05 0 G BATH z g L 2 wa� IY Q W o z � Z DATE: ~-, I o DW ' yy (� 1�1 Lo CLOSET a JUNE 16, 2021 LIGHT W/PUL `FII A „� GFI 3 iJ $1LJ `na o M A IN ATTIC 3 F - M coi WQ�? 4 LLl W a POWER ND MAINT OUTLETS REF. L_ 1 B� ��0)< D FOR AHU 1 AND A U-2 IN ATTIC ¢ — _ �� GFI TV = Q N C p� U M W ATTIC ACCESS4 2 V U 10 VP E QWZ ca `D >-r r �'�t+ ENTRY GARAGE 1 m to COORDINATE OUTLET LOCATION -'-7%/� X I B TH 2 Q� a) O E WITH WALL MOUNTED TV. � J � -� CLG 0 CLG CLG J 4 TV TO THE BESTOF MY f I TV TV THESE PLA S CONFO M TODGE, _ . _ LOCAL BUILDING CODES. SCALE: 1J4" = 1'-U" \ FLORIDA - AR98805