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HomeMy WebLinkAboutSITE PLANPhi „ 6 MAx POST: 2 X 4 P.T. OR 2 1/2 MIN. DIAMETER WOOD STEEL 133 LBS. FT. MINIMUM I I OPTIONAL 20 / PRINCIPLE POST POSITION POST Q (CANTED 20° TOWARD FLOW) POSITIONS S2 a FILTER FABRIC (IN > I CONFORMANCE W/ I I FILTER FABRIC SEC, 985 FDOT SPEC) II F SILT FLOW 11 II SECTION A 11 II _11 II ELEVATION AN EROSION CONTROL BARRIER (E,G„ SILT FENCE) SHALL BE INSTALLED 4 ENTRENCHED TO CONTAIN THE PERIMETER OF THE DEVELOPED AREA, TYPICALLY ALONG THE ENTIRE SIDES AND REAR OF THE LOT, ALTERNATIVE PROPOSALS MUST BE PRE -APPROVED BY THE ENVIRONMENTAL DIVISION, CONTACT 112-288-5495 WIND LOAD INFO M74TION CODE EDITIONS- 2011 FLORIDA BUILDING COD 6TH EDItION CHAPTER 6 OF ASCE1-10 BUILDING DESIGN- ENCLOSED ULTIMATE DESIGN WIND SPEED: 110 MPH NOMINAL DESIGN WIND SPEED- 132 MPH RISK CATEGORY: Ti WIND IMPORTANCE/ USE FACTOR- 1, 0 INTERNAL PRESSURE COEFFICIENT - EXPOSURE CATEGORY: B WALLS (ENCLOSED)- 33 PS,F, IMPACT PROTECTION- IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS 4 CLADDING: ZONE 4 ZONE 5 10 SO, FT, - + 40.0/ -4110 PS F, 10 SO, FT. _ + 44,0/ -58,8 PS F, 20 SO, FT, _ + 42,0/ - 45b P S,F, 20 SO, FT, _ + 42,0/ - 54,9 PS.F, 50 SQ. FT, = + 393/ - 43,1 PS,F, 50 SQ, FT, _ + 393/ - 49b PS,F, 100 SQ, FT, = + 31,4/ - 41,0 PS F, 100 SO, FT, _ + 31AI - 45b PS.F, ALL DOORS 4 WINDOWS t0 BE INSTALLED AS PER PRODUCT APPROVAL GENERAL NOTES: CONTRACTORS TO PRICE IN COMPLETE ROOF REPLACEMENT TO MATCH NEW ROOFING PROVIDE SHOP DRAWINGS FROM TRUSS MANUFACTURER TO KELLY 4 KELLY ARCHITECTS BEFORE PROCEEDING W/ WORK REPORT ANY DISCREPANCIES TO KELLY 4 KELLY BEFORE PROCEEDING W/ WORK CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG, W/ TRUSS MANUF, CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED DUROGK SHALL BE USED IN ALL DAMP LOCATIONS, IN ALL WALLS WITH TILE AND ALL AREAS WITH TILE OVER FLOOR TRUSSES/JOIST, PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS PROPOSED A/C UNITS SHALL HAVE AN S,E,E,R, OF 16 OR BETTER WINDOWS SHALL BE P,G,T, FIXED 4 SINGLE HUNG VINYL AMES, SCREENS, 4 TINTED IMPACT RESISTANT GLASS (UNLESS OTHERWISE NOTED) SIZES INDICATED AT ALL DOOR 4 WINDOW OPENINGS ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING EGRESS WINDOW UNIT SIZES ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE GOVERNING CODE FOR SLEEPING AREAS PROVIDE EGRESS WINDOW UNIT Qa ALL SLEEPING AREAS AS PER F,B,C,2011 TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS (F,B,C, 2011) EXTERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F,B,C, 2011 - 110 MPH WIND LOAD ALL BATH ROOM WALLS SHALL BE INSULATED ALL LUMBER IN CONTACT WI/CONCRETE OR MA50NRY SHALL BE PRESSURE TREATED ALL STRUCTURAL FRAMING TO BE HEM FIR 02, 5PF #I, SOUTHERN PINE #2 OR APPROVED ALTERNATE W/ fb=1000 P,S,I, MIN, - NON -STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE PAN AND DRAIN AT WATER HEATER (F.B,C, 2011) DRYER VENTS NOT TO EXCEED 25' FROM DRYER TO WALL OR ROOF CAP, INCLUDING ELBOWS PLUMBING AND DRYER VENT STACKS TO PENETRATE REAR ROOF PLANE OF BUILDING PLATTED ACCESS 4 UTILITY EASEMENT REQUIRED SETBACK POND Off, ♦ \\NDE S: 12 DEG 37' 10" W, 72 88' \ i SITE PLAN 2 DEMO 4 FOUNDATION PLAN a ♦ 3 FLOOR PLAN LLI Q O vol-4 FRONT 4 REAR ELEVATIONS, SECTIONS \ ` ��OJ\��O \ \ ♦ \ \ - - - - - - - - - -/ 5 SIDE ELEVATIONS, SECTIONS 4 DETAILS ♦ 6 TIEBEAM AND ROOF FRAMING PLAN \ o, ` ` o, ♦ ��� `\ 7 ELECTRICAL PLAN EXISTING POOL AND ENCLOSURE '� F 8 H,V,A,C. PLAN EXf(TING PROPOSED ` G ♦ 'TO F OOL EQUIPMENT `� I GENER TI I I A/C COMP, WIDE EQUIPMENT WITH i I i LANDSCAPE - BY OTHERS i 11 DDI ON 150r GAL ` - MAT EXISTING 11 , GA TANK I - I FINISH FL OR ELEV,II U I 1 ` ♦ - - - - - - .1 SILT FENCE — — — — — ' ' MPOSED � 1 ERWAL 0 00 ` I i PROPOSED PAVER DRIVEWAY i' QO THESE PLANS AND ALL PROP D WOW TO MATCH EXISTING 1 i � 0 ARE SUBJECT TO ANY C . ECT!ONS ` _ _ _ _ _ _ _ _ _ _ _ _ _ `REQUIRED BY FIELD I ECTORS THAT / MAY BE NECE YIN OtiDi'f1 TO / COIUPLY WITH APPLICABLE CODE,$( 1E--SILT FENCE 0 O O / \ � EXISTING PAVER DRIVEWAY ' PROPOSED PAYER DRIVEWAY ' / � / ITO MATC� EXISTING GJv'Ii i SITE FL N OX LEGAL DESCRIPTION 68 ♦ ,'vim �� �\�, UNIT 63, HARBOUR RIDGE PLAT NO, 13, PLAT BOOK 28, PAGE 3, MARTIN COUNTY, FL, FLOOD ZONE °X" ���"" INFORMATION TAKEN \ - FROM SURVEY PREPARED BY- ♦ 00 ' BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC, m m, 000 ,' ♦ JOB #11564 5T, 6UCIE COOUNTY BUILDING D IN ' REVIEWED FOR COMPLIANCE RRVIRWED BY 00000z OAATT PLANS AND PERMIT MUST B EPT ON JOB \ / / 9112 OR NO INSPECTION(S WILL BE MADE ,a. O u�I (Y 0 <t � Q � O IL m O � O w 0- < (1 ly LLI 28 J N 8 11165 29J�A S O OF EIGHT RHA 0061 36" X 63" 63g SITTING ALCOVE I OWNERJ' SUITE XISTING BOW------- 4b" X 5'3" PbOL REMOVE EQUIP I I EQUIP 1 1 HIS I I 11 i t . I I w n _ \ 7/ m Q I Q a CAP OFF REMOVE 'f1M, TV V O PL KING , I I I � w OWNERiS BATH I � U N i Ir a �EItOCA, 1 T \ I f'OOL --— —— ��'-- II\FTR. '1I i ` I I REMOrV�E 1 1 I 1 --t=— I 2 - 2'6"k8'0' 2 - 2'6' X8'0"' NER I I 1 rF —r— ` 1 1 I I I I 1 1 CAP I 1= _� PLU ING I CAP OFF I I CON6RETEI��+Y004T�11 ` I rING FILL( 6140WE 11 tOMP I I ; I — 2 2'6"X8'0" 2 2'0"X810" ---=-------------- II u � + I i ` I m>Zia xoc o REMOVE o W XIZ 5EDRQ01'1 # TWO t W1�a I ` STUDY Fir ` REMOVE DOOR k [, _ _ _ _`_ — — _ _ — _ _ — — TO BE FRAMED IN u 1 Iz I — — - REMOVE ` r I EEE BATH # tWO o MU X 63„ = i Ir x > XIn ---- IT �` OF�ilp I r Y �I r -r- ,r- W x,z jp ---- 4 211 ` , --_ _---__-_ _ _ _ _ __ _ _ _--_-_ _- WALL LEGEND M C L I T I C I ��, EXISTING 2" X 6" FRAME WALL EXISTING 8" C.M.U. WALL P LC R FLAN- r- _ _ = REMOVE EXISTING f X 4" FRAME WALL 1/4" - 1'-0" REMOVE EXISTING 2" X 6" FRAME WALL REMOVE EXISTING 8" C.M.U. WALL 4 1 KELLY 4 KELLY ARCHITECTS 16 NOT RESPONSIBLE FOR A NECESSARY REPAIR, REPLACEMENT OR RENOVATION TO ANY UNFORSEEN, CONCEALED STRUCTURAL CONDITION EXPOSED DURING THE DEMOLITION PHASE OF A REMODELING PROJECT: ANY 4 ALL EXPENSES RELATIVE TO SUCH A SITUATION SHALL BE THE RESPONSIBILITY OF THE OWNER DOWEL NEW SLAB TO F 4" MIN, 2500 P.S,I, MIN, EXISTING W/ 1/4" X 3" TAPCONS FIBERMESH CONCRETE AT 12" D,G. STAGGERED W/ I" MIN, IMBEDMENT INTO EXISTING 5LAB-7 L a a "�`•' a a" d d EXISTING SLAB d NEW SLAB 6 MIL, VAPOR BARRIER ON 2500 COMPACTED 4 TERMITE TREATED SOIL DOWEL NEW SLAB TO EXISTING W/ 8" LONG #5 BAR DOWELED 4 EPDXIED INTO EACH 'a 12" OG,-7 4" MIN, 2500 P.S.I, MIN, FIBERMESH CONCRETE p Go n d p 'Oo d 4 v EXISTING SLAB NEW SLAB (o MIL, VAPOR BARRIER ON 2500 P,S,I. COMPACTED 4 TERMITE TREATED SOIL 1" g 110 i{ REPAIRS 24" WIDE OR LESS I It = I1011 REPAIRS 24" AND WIDER LU i- IL QC O z O O z LLt w «v uj z U += U Q d � Q O O � !Z � SE p N 28 JUN 8 2 2 MAR 1 8 O I1165 29 JAN 18 O 2 00 NO @24 EXISTING ---------------7— --- q 0 a \(-spn�Doi % p pgpQ5§� �o Sz IN Is \ S' s&� EXISTING STRUCTUREPROPOSED ADDITION \ \ \ N W b ffi l - - - - - - - - - - - - - - - - -I- - - - i - - - - - - - - - - - � s \ \ \ \ ® COVERED LANAI \ 13" " \ \ \ \ \ I SITTING 1 64 228 0 `\ `\ C,`- '� \ I ` ALCOVE 1 _ 16'Q" 6'$" o ` \ EXISTIN ® I \ ao \ CA IN I - - 4.8" 11.4" \ . u (ED \ \ } { I EXISTING EXISTING ` \ I OWNERS SUITE - ----------- - - - - -- ----- LIVINC_t ROOM --- _ _ _ _ L _ _ — — 48° HIGH WALL as, o REMOVE WINDOW 72" fi3" 0 \ \ CY� m� Ris TUBE SKcYLI 709'472") 5'Si'A 8" ! rL / I L %� /E OL I i \\ R4 i-ilrJ W,I,C, y? tS = WAIa OT TUB LvE I !S a 25K.W o 4 HIGH CAKING o / 16' LF. HANGING / 2 I' r _.. �� EMERGENCY \ C I , \ , n SHAFIPOO , a I , FLATTEN CEILING _ - - GENER TOR I EXISTING i \ /FRAMELESS GLASS 3'�'X6' RECESS WOOD \\GOD i Lu , MEDIA ROOM ,' `\ , 28"X68" � CASED ,' SHOWERENCLOSURE � ` I GAS TANKLE S - \ x OWNERS AT}-, rn \ WATER HEA R O \ 4 I Z I \ / I OPENING ' _ .B. °�° / REMOVE m , HIP VAULT CEILI I / , EXISTING i , POOL j TUBE SKY ---------- ---- 2,8"X," o \ BUILT A DRESSER GAB T " FLAT CLG. "ITALL \ -- ------ $ 3'6 i AT VAN, B'T \\ oc /7! >� I / TWO STEPS DOWN \ , - - -I� 2 / I o \ \ R 4 S 2'8" X 6'8",{� RE E \ 3y2" - 12'02" 8' 5'10 2" ,T'OIL TOIES \ \ 15'10" /, / 0 1 \ ,^n COO\ I \ In1 co D ,' ` \ I \ / / HER WGING 4 S - \ \ - - % f - _ - - -- EXISTING I B EAKF S DRY BAR, , _-- `\ /i R41 23'LF.HANGING r-__------ rr1` BEDR60M 0 TWO 16 u1DY rLq c� i'HIP CATHEDRAL �' I = i \ - i R 45- - - - - - - o W,I,C, I, I CEILING WITH BEAMS i I EGFOESS x , I SN CLG. FINISH I" X b' j72G I "I � " ^WIN OW - i / I "COAT 4,7y2, LINENN 3'8'I 59Qv" 3�2°00 3 3'0 CLOSET CLO. i I i - - - - -� - - - _* M w i COMP. �' DRY B, R 2' X8'0" 1'$ X6' i' x - -` a D/W � / � \ \ EXISTING PROPOSED WOOD a i � CASED io / i / � ✓ � / / _ - � \ \� � I � i TUBE SKYLITE / °D �' = i i \ FOYER I o / it Ix OPENING2' EXISTING / \ \ EXISTING M m ' \ — 4 STUDY EAMILY }TOYER o EXISTING 111 DINING . _ _ _ f I ' ' KITCHEN I xFANTRYII — v � 3�1„ 9'2" ---__ BURIED I FOLDING COUNTER ' =`r I _ 500 GAL. \ L - - - -RELOCATiP VANITY CABINETS os m N AWNING �+ I LP, TANK I 1 `\ SIN ,' \ 1 3,6„ 26 6'8 PROPOSED x LL REF. TUBE SKYLfTE 12'6 2" TH TWO - M N \ 3 6" 9 7„ 3'6y2 w n 6 8" -----� ---#- ` i \ JA K4JILL r w EXISTING - Q O - - - ` x = LAUND ` v L ELECTRIC EXISTING ` 1 METER _ _ _ _ _ / °O \ / z NE TRY I - - - - EXISTING - - i EXISTING \ W/N ' 2'8"X6'8" ' EXISTING AMP niiL. �N — DN— ` I / \ ` \ �'8 X 6'8" \ \ = /j I ELECTRICAL I 1 _ATTIct _ _ ' PAN I go / T R(JN f \ \ \ \ a , , ��< i O O I I PANEL I I _ _ _ _ _ I — ! ,{{., L z / 3„ _ _ _ II II1FRONT LL Of4 \ \ \ \ �0LLI PULL L-- --------- ----- ---- - T ni �0/ EY TII "f 711ASH \ \\\ ` _ �� o i i 1 DOWN " RO ', O I -STAR- _I / AB' UPPER 4 LOWER SHELVES I Raal`# 'co o I i I - - - - - - - - - - - gHIP CATI4, TO FLA { I 4 3¢" 22�' \ \ I I CEILING WITH BEAMS I I "' / / �� ATITIG ESS 310" I CLG. FINISH DRYWALL "I 3'Q" o WGR �S6S i O -- -- — — —— I — N --7 °� 1271 .4- �8 \ 16'OYi" EXI§TINGI---------- - _ REMOVE EXISTING - e - / HIN ES TCH STORAGE ` TIlU CAR GARAGE I 1 1 I BOX BANDS 'I�'x' - - - - R BEARING WA L / e 1 0 1 3'6= — r- 6 O, --- 6 8'10%" 1 r - - ` WORK E,NCH W/ j-�uT012- 4' "X8'0" " 1 ` CABINETS ABOVE I I I I r _ _ _ ~L' "X6'8" 3'0"X8'0" I 2 - 4' "X8'0" I I I T1dR'D \ - I )uIIIW11IIg01fl1411gdIlWlnl I ` d/G I I I I TH 'D 20 MIN. IRE RATED DOOR \ ! NMP I H B' I PROPOSED PAVER WALK NCH o D F ME, SELF CLOSING i ` { DO Ifi HARDWARE I` r, FUTURE CAR LIFT` if BOX OUT ` w (THESE PLANS AND ALL PROPOSED WORK - - - - FOR ` o I ARE SUBJECT TO ANY CORRECTIONS _. - PANEL \ �T_ " '`'REQUIRED BY FIELD INSPECTORS THAT �' - - - - - - - - -1 ? i , MAY BE NECESSARY IN ORDEM TO d u I COMPLY WITH ALL APPLICABLE CODES. ' I E MINISPLIT / I O 1 A/C SYSTEM ABOVE C ao \N\ R / \ I w 22'9%" I o 8 L--L—--------------------- i ' G — - — _ — — — — — _ \I ' RL GOLF CART GOLF CA4 ' ' TWO CAR GARAGE \\ EXISTING PAVER WALK \ / 36" 63" 36" 63" \ L--—— — — — — ———————— — — — — —— — — —— —f \ 6'0" 12'11%„ 1 6,0" — — \ 24'11ra" ' l `\ EXISTING STRUCTURE PROPOSED ADDITION i' FILE i ' i i / I z i / w � z U i i FLOOR PLAN a 114"=1-0° u1 O _AREA 5Q, FT, GU, -FT, O EXISTING LIVING 2 6 4 2 23,250 fL PROPOSED LIVING 8 8 6 1,1 9 6 0 TOTAL LIVING 3528 31,04(o EXISTING GARAGE 5 1 6 4,800 z PROPOSED GARAGE 6 0 2 1,424 TOTAL AREA 4 1 0 6 43,210 Ln WALL LEGEND C===== EXISTING 2" X 4" FRAME WALL 26 J N S ® EXISTING 2" X b" FRAME WALL ® EXISTING 8" C.M U. WALL 2 2 M A R 10 PROPOSED 2" X 4" FRAME BRG. WALL PROPOSED 2" X 4" FRAME WALL 11165 ® PROPOSED 2" X b" FRAME WALL 2 g2 ® PROPOSED 8" C.M.U. WALL fr ®.a� A g OF EIGHT g "Allly ® � PROPOSED — CONCRETE FILLED CELL 8" X 8" X 16" CJ"IlJ IN -FILL 'A EXISTING WINDOW OPENING PROVIDE FULL MORTAR GROUTIN 6 ALL JOINTS 8" X 16" GONG, BLK: 5/5" STUCCO POURED GONG. BLK. CELL W/ 10 5 BAR — EACH JAMB GONG. SILL SEALANT BRICK MLD. 1 3/4" SOLID CORE DOOR 1 1/2° = V-0" ftl®*N [�-1 - 'I �I I�I■I���1�1�1 �■ !�!��-- IGflt�l�l I,I�i I�IG1I�1�1�1■lil��i=ICI 1/211 = 1'- O'I SPANISH TILE ROOFING MATCH EXISTING MATCH EXISTING STUCCO -- MATCH CUOQU uoenF EXISTING FILLED CELL 45 HOOKED BAR DRILL HOLE INTO EXISTING CELL, FILL WITH EPDXY 4 INSERT BAR AT 24" O.C. MAX) 12 � 1/2" DRYWALL 1" X 2" P,T, FURRING RIGID INSULATION STUCCO ,I 'I TO MATCH EXISTING •2 X 4 PRESS, TREATED -DOOR CASING PIEpINDOW CH EXISTING •FIR JAMB WINDOW SHALL $E ALUM. THRESHOLD FLASHED W/ LL BE II6 BY TREMGO P,T, I" X WOOD BUCK ANCHOR TO (OR EQUAL) FOR TO GONG, 6 GONG. BLOCK W/ HILTI BEADS AROUND - PIN D5 ,11� DIA,1 1/4" PENETRATION WINDOW, THE SEALANT a') 16" O/C MIN, OR 1/4" TAP CON SHOULD EXHIBIT A SCREWS'ai 12" O/C MIN, SURFACE CONTACT AREA OF A M E3 DETAIL 1/4" ONTO SUBSTRATE PHEAD PRE CAST GONG, LINTEL FILLED W/ GONG, W/ 105 BAR P,T.I" X WOOD BUCK ANCHOR TO GONG. 4 GONG, BLOCK W/ HILTI PIN DS .111 DIA. I I/4" PENETRATION aQ 16" O/C MIN, OR 1/4" TAP CON SCREWS �a 12" 0/C POURED GONG, SILL W/ 10 5 BAR 5_ ILL u E x 4" TOP PLarE PLA`VJ TE 2" X 4" STUDS 1;° o�c 8" C.B.S. FILLED CELL W/ 1 - * BAR PROVIDE #10 X 5" INTTAPO ON SCREWS KK WALL" O/C INTO 2" X 4" SILL PLATE Q 4 D u o p I i I I 4 o D _ ° u II 11 11 i 11 I RE -ROOF EXISTING WITH SPANISH TILE - IREMOVE I WINDOW AND IN - FILL W/ CONCRETE I BLOCK I I I PROPOSED ADDITION I EXISTING STRUCTURE LJINL�OIJ DETAIL 1 1/211 = 1 -011 1/21' m 1'-011 EXISTING STRUCTUrE I PROPOSED ADDITION 0 a 3/16" - 1'-0" RE -ROOF EXISTING WITH SPANISH TILE 5/8" drywall on ceiling 2 x 4 Load bearin wall with studs at 16' 04, mpx I/2" drywall on wall Anchor stud to plate with Simpson SP4 ties at each stud with 6 IOd nails, Simpson MTS 12 anchor from wall with double top plate to bearing leg of roof truss above, Anchor stud to plates with Simpson 6P4 ties at each stud with 6 10d nails. ETHISLA,SSEMBLY GOOD FOR LF OF UPLIFT, 1/2" x 8" redheads at 32" oz. with 1/4" x 3" square steel washer, Footer to be 14 deep x 20' wide with 3 05 bars continuous. INTERIOR; LOAD BEAfRING WALL 3/411m11-011 MATCH EXISTING 12 — SPANISH TILE ROOFING ,—MATCH EXISTING FASCIA ----0 F 8121, —MATCH EXISTING STUCCO — O i O'O" WEST iKIS PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDBR TO COMPLY WITH ALL APPUCA13LE CODES. ^u A W M— O IL Z !— .Q } O W iY O ut UA � 0 Q 'Q i CID ill O m � O � z N ®�Ultl®0S 28 JUN 18 11� 2 9 JAN 18 4 OFEIGHT MA @249 ANCHOF LEGEND MARK OALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 1 8 1 0 HETA20 9- IOd x 1 1/2" or 8- 16d B 1 4 5 O HT520 24 - IOd - CONC./ CMU 4 - 1/4" X CONC. 1 3/4" - X CMU 2 1/2" TITEN C 1 000 MT616 14 - IOd X 1 1/2" p L 1 8 1 O HETA24 9- IOd x 1 1/2" or 8- Ibd ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER ALL LATERAL BRIDGING PER TRUSS MANUFACTURER a LZm 0 WWI _ �_w 43 43 0 FIL OUTSIDE C CORNER E OVERLAP INSIDE BARS TO OVERLAP EACH OTHER AND TO BE TIED W/ 03 TIE AT JUNCTION 1/2" = 1'- O" SIMPSON #HETA24 PRE - ENGINEERED VALLEY SET 4 OVERFRAMING SIMPSON MT512 art EACkj,, END AND ark 24" 0/C PRE - ENGINEEREE TRUSSES r?a 24" O/C 1/211 = I, -Oil 0+ 8'2" 8" X 12" CONCRETE TIEBEAM W/ 4 #5 BARS CONT, -8" X Ib" BLOCK WALL W/ 105 BAR rla 48" O.C. CONCRETE FILLED CELLS 0+ 12'0" 8" X 16" CONCRETE TIEBEAM W/ 4 #5 BARS CONT. -8" X 16" BLOCK WALL W/ 105 BAR 10 48" O C. CONCRETE FILLED CELLS ,-PRE - CAST LINTEL W/ 2" UPSET —Q + b'8" —WINDOW 8" X 14" CONCRETE TIEBEAM W/ 4 05 BARS CONT, -8" X 16" BLOCK WALL W/ 1 #5 BAR 51 48" O.G. CONCRETE FILLED CELLS 0 + 8'2'1 8" X 16' CONCRETE TIEBEAM W/ 4 05 BARS CONT. OR WINDOW 0+ 12'0" 8" X I6" CONCRETE TIEBEAM W/ 4 05 BARS CONT. -8" X 16" BLOCK WALL W/ 105 BAR 6 48" O.C. CONCRETE FILLED CELLS PRE - CAST LINTEL D + TKO" Lu 2 S;ARAGE DOOR ~ 0 >L z O .Q �+ 12,0" } 8" X 14" CONCRETE TIEBEAM W/ 4 05 ul BARS CONT. -8" X 16" BLOCK ro" WALL W/ 105 z BAR rat 48" O G. CONCRETE FILLED l::: CELLS t, Q 0 Lu PRE - CAST LINTEL W/ 2" UPSET —0+bd11 W8" FROM FINISHED F =DOOR L'' CSE PLANS AND ALL PROPOSED WOjW W- ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDL'R TO COMPLY WITH ALL APPLICABLE CODES. 1/4" = 1'- O" LAYOUT 4 FRAMING DATA ROOF SLOPE- 5 /12 CEILING: FLAT 4 5/12 LOADING: 55 pss. OVERHANGS: 24 ins. TAILS: Sq ❑ Plumb © HEEL HEIGHT: 12 Ins. NOTE: THIS LAYOUT IS FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS 4 HEADER ENGINEERING XIM ` i III av11111010 I1165 29JAN18 OF EIGHT RNA mW 2 1/2" P.V G. TO 200 AMP. PANEL W/ 3 - 3/0 t 1- 04 GROUND 21f1" P.V.C. TO 200 AMP, PANEL W/ 3 - 3/0 $1 - 04 GROUND — — — — — — — — — — — — — — — — — — — — — —1 I I 1 I I I I t I � I — — — — — — — — — — I I I I I I I I I I I i I I f I i I I I I i I I ' I I I ' I I I I I EX I&TINC; ELECTRIZOAL TO REMAIN ACHANG D I I I I I I I I r , \ \ 1 EXISTING LIT-E.R. GROUNDING AS REQ, BY N.E.C. I I EXISTING 2" P.V.C. WITH I I UNDERGROUND FROM FPA L, -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,l r i r ' I 1 r - 44° BADE GFI VRVGFIGFIt k i OUTDOOR FANLIGHT RREtkCATED EQUIPMENT TANKLESS W/14 GATED A/C UIVPIAI G 200 A P EXISTING I50 AM --- PROPOSED PANS 42 CIR . A/C DISC. 30 CIR A/C DISC, SWITCH PAANEL !�I I�►2I� PABNE M4 n " n " 2 1/2" P.V C. TO TRANSFER SWITCH W/ 3 -4/0 i 1 - 06 GROUND PROPOSED 2" P.V.C. TO GENERATOR 1 25 KW GENERATOR W13 - 2/0 41 - #6 GROUND EXISTING —GROUND TO FOUNDATION STEEL NOTE: * BOND MIN.20' LONG COMBINED FOOTING STEEL TO 5/8" X 10' LONG GROUND ROD AS PER 20 11 NEC. 25 K.W. EMERGENCY GENERATOR N.T.S. I 3R V44W R ---------------� --- � DUPLEX R CEPTAGLE 0 - - - _ 44i I eE DUPLEX R CEPTACLE TOP HALF SWITCH I --__ RECEPTACLE MTD. SD _ \ \ \ ' R) SPECIAL PURPOSE OUTLET TOBMA CH EQUIP. PLUG -_ p � W.P. DUPLEX RECEPTACLE WEATHER PROOF E G.F.I, I � ----------- I G.F.I. �'r' I � ' � ! 1 { DUPLEX RECEPTACLE GROUND FAULT INTERRUPT \r-----------�1 i 220 VOLT RECEPTACLE 1 010 I i I I © COMPUTER OUTLET I EXISTING - I I I I I ¢ A/C C MP. WALL MOUNTED LIGHT FIXTURE I I 1 i i t I CEILING MOUNTED LIGHT FIXTURE y- - - - - - - \ CEILING MOUNTED LIGHT FIXTURE RECESSED EXISTING I - I I so 7 r� /� 4' L.E.D. LIGHT FIXTURE LO�j N FAN -LIGHT COMBINATION -SWITCHED SEPARATE dW 1 SOFFIT MOUNTED FLOOD LIGHT I I %4" 44" _ GFI - FI SINGLE POLE SWITCH PROPOSED I �r 2sFl - vP. AUTOMATIC 3 THREE WAY SWITCH TRANSFEj�' SWITCH 1 " 44" 1 p RHEOSTAT (DIMMER) SWITCH EXISTINGI - - - - - - GF 3 ' TIMMER SWITCH ELECTRI6 _ \ r METER t _ - - - - - - - - _ _ _ _ _ I SD i 14 TELEPHONE JACK DISCON CT EXISTING I rq XISTING I SD I r i SWITCH 1 200 AMP A.H.U. IN 44" 44„ DRYER WASHE ELECTRICAL I I ATTIC _ _0 - - - _ - - i \ \\ \ / r% TELEVISION OUTLET i �� _ ', ' I ELECTRIC MOTOR I PANEL _--_----_ ----------- I - - - - - - - - - - 4" �_l 1� { { I BREAKER I 1 DOORBELL I -- - - - - - - - - - - - Ii_I 1 I I � _ _ _ _ _ I � � I iINA I hI - I i ' CHIMES ---- - - - - -� I-----------1 ' I� I I I I i \ L-____ _____I \ FILE COPY _____-_------ F CEILING FAN �J q44" "(P Ilk 3 F_ ri MNSS1 LIT SMOKE DETECTOR LINKED W/ BATTERY BACKUP A/C CAMP.EXISTING GARAGE DOOR OPENER (WALL MOUNTED) MINI SPLIT THERMOSTAT ry I I 3 ON TIMER dLG, ELE - SUB - I I I PANEL ------------------------- 1 r _ 44" I I 1 I I I I GFI i I I WP \\ I I I I I I I MINI 1 I I / SPLIT i I A/C MINI SPLIT I I COMP. = F. (1, I I I I 1 1 I 44" I GFI I I I I I I I _ _I i 1 44" GFI 8 IN \CLG. 44 44-1 - - - - i GFI GFI ' I 1� 0 ------------�= = ---—_ _____� /---------_' ELECTRICAL LOAD CALGULATIONS DESCRIPTION: WATTS 4106 $0. FT. X 3 WATTS PER SQ. FT. = 14,1 1 8 (3) APPLIANCE CIRC. -S 1500 WATTS = 4,500 (1) LAUNDRY CIRC• 1@ 1500 WATTS = 1,500 COOKTOP 28,000 OVEN = 8,000 MICROWAVE = 2,000 DISHWASHER = 1,500 DISPOSAL =1,500 WATER HEATER = 4,500 TANKLESS W.N. (GAS) =1,500 DRYER = 5,000 WASHER =1,500 WINE REF. = 1,500 BEVERAGE REF. =1,500 IRRIGATION PUMP = 2,500 SPA PUMP = 2,500 POOL PUMP = 2,500 TOTAL = 64,618 FIRST IOkw art 100% 210,000 REMAINING 1SBkw Qa 40% = 21BO41.12 A.G. HEAT ae 100% = 40,00 TOTAL WATTS = 6S,841.12 DIVIDED BY 240 VOLTS 251.03 AMPS PROVIDING: 350 AMP SERVICE EXISTING MAIN PANEL "A" 200 AMP AND PROPOSED SUB - PANEL "B" 150 AMP ECT (CA FL L � 1/4 11=1-oil NOTE: * ARC FAULT INTERRUPTOR PROTECTION MUST BE PROVIDED TO ALL BEDROOM RECEPTACLES,FANS, 4 SMOKE DETECTORS * TIE INTO EXISTING SECURITY SYSTEM FOR PROPOSED ADDITION * COORDINATE WITH OWNER FOR ITEMS TO BE POWERED BY THE PROPOSED BACK - UP GENERATOR THESE PLANS AND ALL PROPOSED INOr'3K ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSANY IN OMDL'M► TO COMPLY WITH ALL APPUCAQ,L,E CODES" ®affioann®rgtr„ aoe*�oo N All 1 481 -•',J.,.. FPS, air Q Y Lu Z O 4 O LLI LLL 1- U Q � 0 LLI LH Zc(1 d) O +— � m O (L Z S Ln liffliffstoom 28 J N IS 11165 � 29 J OFF NO IM w E ZONE #1 ZONE #2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, r I I - - - - - - - - - - - I 1 I ® I I i I i I I x 4" 12 40 1 } — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i I 12"X6" 12 X6 200 CFM 200 i 4" 12" X 6" - - - + i I 300 GM c X 4 CM �/ I I I 12"X(oil /� 200 CM i \ _ I A/li COMP, #3 40 C M lo" 4 ' / 85 CFM \ I 411,000 B.T.u, 8 I COOLING --------------- -- --- -- ` 40 CFM 6" I i - — G• 4" —1IFTlIYj1ll.11I 1 `�- I H. V. 4, C NOTES n"x6"� n" NEW DUCT WORK RA 6 n ..`.--___—__ _ EXISTING 200CM 1---------- A/C COMP, #1 -P 4" I `�' I 1- VERIFY ALL CALCULATIONS W/ LICENSED AIR COND, 42,000 B,T U. CONTRACTOR BEFORE PROCEEDING W/ WORK i c��SSl e X 4„ nr COOLING 2. THE CONTRACTOR SHALL FURNISH ALL REQUIRED all BD CM lollI 5 CFM 2I I I I INSURANCE 4 LABOR, MATERIALS 4 EQUIPMENT SHOWN (V lz° I �I- _ _ - - - - - - _ _ _ -` i I OR INDICATED FOR COMPLETE H,V,A,C, SYSTEM IN loll - - - - - - - - - - - I ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES I I 1 10" STANDARD MECHANICAL CODE 4 N,F,P,A, LATEST e" x a" _ I I .� EDITIONS il�o CFM r ) 3, WORK SHALL BE COORDINATED W/ OTHER TRADES 8„ X 4„ i , , , o i 40 CFM i I 'I „i _ _ TO PREVENT CONFLICTING CONDITIONS a 12 x 6 8 10" . ® I 0 12" X 6" �" I 160 CFM :. Ibo cM ! i to„ - - - - - - 40 CFM 4, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS ~ 4 INSPECTIONS FROM GOVERNING AGENCIES 4 200 CM " "x 4" FURNISH A WRITTEN GUARANTEE THAT ALL WORK 12" X 6" 8 4" 4" 4" 0 cFM 5 tCFM I SHALL BE FREE FROM DEFECTS IN MATERIALS 4 r to O FM ) WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE 1211 YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL e" ' ACCEPTANCE, MANUFACTURER'S INSTRUCTIONS 4 GUARANTEES SHALL BE GIVEN TO THE OWNER 10' ' S, CONTRACTOR SHALL PROVIDE MATCHED SYSTEM _ _ _ r -ji - - --- - - - - - - ZONE #1 'ZONE #2 4 \ - - - - - - - - - - - J'%/ i COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL EXISTING A,H,U, #I - - - - - - - - - - FOR OPERATION AT THE SPECIFIED ELECTRICAL I .' I 14" I Cu X 2° I I I '� I -1 I Tcff S- REQUIREMENTS, AIR FILTERS SHALL BE INSTALLED ON THREE 4 HALFi TOIL I W/ 9.96 KW HHAT37R1 i I 4 ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR GRILLS IN ATTIC I - - - - - - i I x a It° SHALL BE DUCTED BACK TO AIR HANDLING UNIT, -- - ----- - - - -- y 4. I--8l-X4� 2¢OCFM - - - - - - - - - , 6" ao cM 20° , 6, SUPPLY DUCTWORK SHALL BE I I/2" FIBERGLASS R - 6 1 o I _ _ _ _ _ _ _ _ _ _ _ _ I \ INSULATED DUCTBOARD OR FLEX DUCT R - 6 INSULATED - - - - - - - - - - - - - I AS SHOWN ON DRAWINGS, FLEX DUCT SHALL BE FULLY a x M-------- � 80GEXTENDED 4 OPEN I i 14 NT iiil I t "' I �• ALL DUCTWORK JOINTS 4 SEAMS SHALL BE SEALED 4 TAPED. FOLLOW MANUFACTURER'S PROCEDURES FOR ALL SUCH WORK, EXISTING EXISTING 1 I I 8. A/C UNIT SHALL HAVE AN SEER RATING OF III OR MINI SPLIT A.H.U, 02 A/C COMP,02 ' ' I - - - - - - - - - - - - - - - - - - - - - - - - BETTER AND SHALL HAVE HEAT PUMP MINI SPLIT I � r - - - n r 9, PROVIDE BALANCED RETURN AIR FOR PRESSURE _Eli i I DIFFERENTIAL PER SECTION ii OF THE FLORIDA A/I C LEGEND MECHANICAL CODE A.H U. #3, FOUR TON I 1 10- PROVIDE STEM PIPE aQ CONDENSATE DRAIN LINE TO - - - - - - - - UNIT W/ 4.98 KW HEAT STRIP , SUPPLY CEILING GR-L ADD BLEACH TO PREVENT MOLD BUILDUP r - - - - - - - - - - - - i I , I ® I - WAY W/ O.$, DANER #4 ONE TON W/ 4, KW H L IN MINI SPLIT KW HEAT STRIP, MINI SPLIT SUPPLY CEILING GF_ A/C COMP, `-�—' 2 - WAY W/ 0,5. DANER i I 12,000 B.T U, A/C SPLIT i 1/4 = 1- oil COOLING r, I ' SUPPLY CEILING GF-L I i ?� 3 — WAY W/ OB. DANER THESE PLANS AND ALL PROPOSED Vr' ' I I ARE SUBJECT TO ANY COPRECTIONS I BATHROOM EXHAUI FAN W/ `EOUIRED BY FIELD INSPECTORS THAT ' + I °® METAL DUCT TO SORT GRILL MAY BE NECESSAPI"SPZI � I I I I � COMPLY 6'ilih' A I TO LJ 'T' STAT Qa + 62" A,F F A?PLfCAEILE COuES. I I I __ I I I I I , ��� FLEX DUCT STRAP ,4'-O" O/C - - - - I R-6 INSULATED, MA'.ENGTH 14' �I LE COPY I , , I RIGID DUCT,1 1/2" FIERGLASS "'," INSULATED, R-6 SETN 1/2" �( �ff r# ���°� C.D.X. PLYWOOD - ------------------------------------ - - - - - I RETURN AIR CEILINGRILL 1 M al w LLu Oi _O � U Cl 71 Q m O � IL O� Q_ Z 11VIIi16®® 29 JAN OF RNA 110i