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HomeMy WebLinkAboutBOUNDARY TOPOGRAPHIC SURVEY 8-30-21MIN. FRONT SIDES_ CNR Sl MRON'PIPE 0.32$0.27E LEGEND: RW = RIGHT OF WAY PV = PAVER M = MEASURED P = PLAT C = CALCULATED CONC.= CONCRETE C.M.= CONCRETE MONUMENT RMP= RAMP OE= OVERHEAD ELECTRIC COV.= COVERED A/C=AIR CONDITIONER NAVD = NORTHAMERICAN VERTICAL DATUM EL.= ELEVATION IXIST. = EXISTING FFE= FINISH FLOOR ELEVATION WIL = PROPOSED WATER LINE 4 = NATURAL GRADE (SPOT ELEVATION) =PROPOSED SET BACK FROMPROPERTYLINE REQ. THENORrHLINE OF THE NORTH 100'OFTHE SOUTH 531' �1. FODNDI&VONPFE LEGAL DESCRIPTION. m �9 8 om ELEVATOONS NOT SHOWN OR OBSERVED WEST OF W/REFENCE m o y x yy D a 3 �L 3_j _ 1 LOCATION MAP: NOT SCALE (SITE PLAN) BOUNDARY & TOPOGRAPHIC SURVEY S88048157NW 565.74' 4" l + al FOIM'DAMN 1d• s1ENwau b + + s w S8 4857"W OI2 w \ a qOOS77MG WELL R OVER TFFROMPROPERTYL/NE� SECTION CORNER 99 FOUND4W"CONCRETE — MONUMENT (NO IDI 30 ` r 9V1 'J Lei VACANT LAND NO OBSTRUCTIONS EXISTING WELLS TO BEABANDONED THAT PART OF THENORTX 100 FEET OF THE SOUTH 531 FEET OF SECTION 19, TOWNSHIP 36 SOUTH, RANGE 41 EAST, LYINGEASTOFTHE F.E.C. RAILWAY, LYINGINSAINTLUCIECOUNTY,, FLORIDA. AND THE NORTH 100 FEET OF THE SOUTH 531 FEET OF SECTION 20. TOWNSHIP 36 SOUTH, RANGE 41 EAST, LYING IN SAINT LUCIE COUNTY, FLORIDA. CERTIFICATIONS: Morris A. Crady and Angela Z. Credy Guaranteed Rate Inc ISAOA ATIMA Signature Title Florida Partners, LLC Old Republic National TIVe Insurance Company AR M L RG + rRY PROPOSED fOP 9B 0' cOWEST F.F.E.= 2700' a AND/OR 204-61/2"ABOVE THE CROWN OF THE ROAD (B.M. #11 a0 SREBENCHMARK# 2 y +� 845E 07APORKPINE ' Ni EL. 3202'7NAVD 88) y 9 1 d PROPOSED CONCRETE DRIVEWAY SURVEYOR'S NOTES: 91 4993' ear �0 V ¢ I� 'dry 21W ry19 a' :rye 7fiE SOUTH L/NEOF Th SEPnC LID0----- _ — DRAMRELD PROPOSED DRIVEWAY +I -AT THEEXISTINGLOCATION _ a wt POMP( _P EXISTING RESIDENCE >,1 TO BEDEMOLISHED w o w w'y +rya 9 + V5 SEP77C TANK�+ry Rr IXIST.ORAINFlELD - 1' EXISTING TANK&DP41NFIELD TO SERVICE PROPOSED 3* $ RESIDENCE ^� 10 +tio� STIE8ENCHMARK# 1 SETA14GNAIL — EL 1T.54'(At4VD88) 'OF THE O SEPTICUD uGV DRAINRELD 1, NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES ONIOR ADJACENT TO THIS SITE. THE APPROXIMATE LOCATION OF ALL UTILITIES SHOWN HEREON WERE TAKEN FROM ASBUX T DRAWINGS ANDIOR ON -SITE LOCATION AND SHOULD BE VERIFIED BEFORE CONSTRUCTION. 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE. 3. LANDS SHOWN HEREON WERE NOTABSTRACTED FOR EASEMENTSANDIOR RIGHTS OF WAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IFANY. 4, SITEAREA: 63,010 SQUARE FEETANDIOR 1.45ACRES 5. FLOOD NOTE- BYGR4PHIC PLOTTING ONLY, THIS PROPERTYFALLS IN FLOOD ZONE ft) ANDA SMALL PORTION LIES 1N FLOOD ZONE "AE"BASE EL. 5.0' EAST OF INDIAN RIVER DRIVE, ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12111 CO284K, DATED: FEBRUARY 19, 2020. 6. THE BEARING BASE OF THIS SURVEYISALONG THE SOUTHLINE OF THE NORTH 100 FEET OF THE SOUTH 531 FEET (S88°48'57"W) 7 LEGAL DESCRIPTION FURNISHED BY CLIENT. 8. ALL BEARINGS AND DISTANCES SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. OWNERSHIP OFFENCES SHOWNARENOTADDRESSED BY THIS SURVEY- LOCATION ONLY. 11, THE EXPECTED USE OF THE SURVEYMAP IS FOR RESIDENTIAL PUPOSES 12. ALL MEASUREMENTARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET. 13. ELEVATIONS SHOWN HEREONARE BASED ON NORTHAMERICAN VERTICAL DATUM OF 1988. `\ r m 10 m � Am \ \a .p S#401k� N 788-48'5777 56+/- 2oA� w \a 0 \ Q \ b r� mkQMROD N8804857' 5ti+l- k J p p 3d 3a w J —o a . a r✓3 O W W p Q N y W Q� W w 2 T ^ N T N isomer i� ■or or woo M! .,. �. 4 SURVEYOR'S CERTIFICATION.• I HEREBY CERTIFY THAT THIS SURVEY MAPANDIOR REPORT WAS PREPARED UND . MYRESPONSIBLE CHARGEAND MEETS THE STANDARDS OF PRACTICEAS SET FORTHBY THE FLORIDA BOARD PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17, FLORIDA ADMINISTR4TIVECODE AND THATIT IS RUE. NDCORRECTTOTHEBESTOF MYKNOWLEDGEAND BELIEF. SURVEYMAPAND REPORT OR THE COPIES . OJARENOTVALIDMITHOUTTHE SIGNATUREAND THE ORIGINAL RAISED SEAL OFA FLORIDA L.tCENSED SU E`✓OR AND MAPPER. CRAIG D. WATSON PROFESSIONAL SURVEYOR & MAPPER NO.5647 STATE OF FLORIDA JOB NUMBER 20358 FIELD DATE.• 10-8-2020 CHECKED 8Y CDW DRAWNBY' . CDW SCALE: 1A- V, SHEET 1 GF> L C'7 L FL01 FL01 FL01 FL01 FLo1 FL01 FL01P FL01 a FL02 FL02 FL01 FL01 FL01 FL01 FL01 FL01 1'9-3/4" 22'8-1/4 3'_ Is'I—g T-1 57' , BY/. v - /1 •' _. 1 , •F- „ _... II♦ ►� 'a1�lYW1YAWWWIWOYWWWYWIWr YY�L�� 1• ,-�Wr�a� DRAIN TRUSSES RECESSED 3 ,FL04 _ • • _ e II♦ 1' TOP BY RUDE AT AC CHASE Elmo FL03 . , n ►j�����i� jFLOOR �j •�- - • jAC CHASE ►: �. 1 II• 1 1 ►�II i ►�� -�11111.IIIIIIIYYYIIIIIIIIIIIIIIIIIYIIIIIIIIIIIIYYYIIIIIIIIIIY WIWIW.WY _� ':� Ia 1'-6" TYPICAL 2ND STORY FLOOR TRUSS LAYOUT 12 2 CD TYPICAL AT CUPOLA TYPICAL AT LEDGER WIX -L09 e AK M -L11 EM -L11 C 1 CLC L11 ` RECEt =L11 =L11 -u1 -L11 -u1 -u1 -u1 L11 -L09 -L09 tYPI AL AT1NT. BEARING WALL I-- 11:'9-3/4" 226'. 228-1/4".. HATCH LEGEND 8' 8-1/4 BRG HGT 8 11 -1 /4" SRG HGT - ® 10 1/4" BRG HGT 19' 8" BRG HGT 20 2 1/2"BRG HGT 25 2-1/2" BRG HGT 28' 2-1/2" BRG HGT ` I 0C CM Sun Patrick Arcti tecturea Inc. evtewed C3 Reviewed as Noted ®Revise and Resvbmlt 0 Submit Specified item Q Rejected this review in only for general conformance with tna design concept and tha infaranatmn given In the Construction Documents. Corrections or comments made on the sharp drawinpx during this review do not relieve the contractor from compliance with the requirements of the plans and specifications and applicable lows, codes. and regulations, Review of a specific Item shall not include review of an assembly of which the Item Is a component. The contractor is responsible for: dimensions to be confirmed and correlated of the jabsiteS information that pw1alns Wely to the fabrication processes or to the means. methods, techniques, sequences and procedures of construction; coordination of the work with that of all other trades and performing all work in a safe and satisfactory manner, 8.13.2021 SS Date By TYPICAL 2X4 FLAT GIRDER * NOTE: ALL TRUSS TO WALLAND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. o a =m (UNLESS NOTEDOTHERWISE) o, L m 9 0 * NOTE: ALL CEILING DROPS BELOW BEAM ARE m o c a N o BY BUILDER. (UNLESS NOTED OTHERWISE) E r o `NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING o a ~ n DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL _ w ` . o 2` m � ��w.c .��zy in z STABILITY OFTHE ENTIRE STRUCTURE. REFER TO THE B = . & D INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR `o 8'E o a ° > n N GRAVITYAND UPLIFT LOADS. - , a c � c `o ,co af0.: FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 o L. `o -o N r. a Su w a AND/OR ENGINEER OF RECORD. a °�_ n :m a S a tG = ~ Ea d i� .- cU '00 M w REPRESENTS THE LEFT SIDE uu) o a c a o ° .o w OF EACH TRUSS DRAWING ¢ an n a G m a m. c=i c mS W ( NOTE: REFER TO SIMPSON CONNECTOR a a , 2 E ma u CATALOG FOR INSTALLATION DETAILS) ri EHr o 0-za ;o m. M A LU524 �-� HHUS46 Q --- _ ` a= 3' = N a E 7 a.q p 2 Y.g m. B LUS26 J THA422 R--- a a- 2 (, C HUS26 K MUS26 S - - - �',' s° m m'a mp HUS28 L THJA26 T--- W� L E HHUS26-2 M HU44 U --- _, = o sy F HHUS28-2 N -- V --- G LUS46 P THGQ3 SDS4.5 X - -- d c o Y 2 F m o HBB HANGER BY BUILDER BBB BEAM BY BUILDER 3 zm Z LSTA12 @ TC & BC NOTE: LSTA STRAP s a.Cs ° ~ INDICATED TO BE USED IN m m a o o G LSTA12 @ TC " c m c m n Zt CONCORDANCE WITH = r 2 .m = .o D mza m Zb LSTA12 @ BC CORNERSET DETAIL. y o L ❑ � za o a m`o N LOADING ROOF FLOOR WIND LOAD = w E m w aU N •- U �. C.9 W y C a LIVE LOAD 20 40 ASCE 7-16 o°° :C go a to OO o°o_.��-ogwo� ° ~ _ DEAD LOAD 15 15 170 D m 3 L a 12 Cc L O U Z7 C >_ C) a N~ W O N CON y, �p E m a m > 'C O LIVE LOAD* 0 0 Residential -CAT II Y 2, ., a HO ova O=:� DEAD LOAD 20 10 Closed F o °' � .� s m oDoemc'o "3ooz 0 TOTAL LOAD 55 65 FBC 7th Ed. 2020 Res. a a o z DURATION FACTOR 1.25 1.00- TPI 2014 6r) a 2 v m 6 -Oc L REV DATE BY REMARKS w } } 1 06/14/21 ADJUST SPACING TO CALL OUTS BY BLDR. w ? m a �` Typical CornerSet Specifications ON06/041NACCORDANCE WITH MEP Y o $ m = v m 5 12 5O — Attach End Jacks w/ (4) 0.131 V ToeNails @ TC & (3) 0.131"0 ToeNails @ BC ,N. 09 9P9 WE I ONa`�cm(A flL c� Attach Corner Jacks w/(2) _ __/__/___ ,_ _ _ Cs 8 � r r 1131" 0 ToeNails @ TC & BC a .� R � Z E o _ _ - (typ.) z' w pl O ' F o o q U ° _ a o:'m mEcc o3-40)0 It is understood that above APPROVED conditions have been reviewed & o m o = E are acceptable for the fabrication ❑ APPROVED AS NOTED55 _ o at trusses, elevations, itches; P m c a E o rn Typ Corner Jack Placement--1' 10-15/16" 2'0" 2'0" 111-1/16" overhangs, fasaas,ceiling ❑ REVISE AND RESUBMIT K C o v >a `W4)a'a� a elevations/pitches, bearing 2 2 o o conditions & all detail pertaining ❑ REJECTED a = o o to this truss placement plan. No c 9 o back charges will be accepted o 2 x a without previous written approval DATE a . m Y -5 N from an A-1 Roof Trusses o° o m o w representative. REVIEWED BY aDCOLoo�a� PLAN DATE ARCH: --/-/---- STRUCT:--/--/---- 5 2 0 C --= a 2w» m ` m m 211 =a) a EQ CUSTOMER ASSOCIATED BUILDERS �oC"tea=_� `oco>. 'Cc�N iv E a E fl 9 a JOB NAME CRADY RESIDENCE' C $ ' a� o $ F- o ❑ ao�aim93zEm U (p m m— W M OIL.,. m2L5 dta OPTION(S) CODE COMPLIANCE c�a F �7T. LUCIE COUNTY ,1 o act `o `o o o n m c N. ` N BOCC 'p �.� s .0 COMMUNITY 9507 S. INDIAN RIVER DRIVE a w o f C = aA C C / LOT# � �:o o m o zswn m m 0 o A m C O to a o c w c CITY FORT PIERCE oam o�m 53. d 0'p U C N C C O m COUNTY SAINT LUOIE h c m N m fl- y �- o c m chi .--0w z3d FILE COPY . QzC�n3 BLDG. BLDG. am� -Npp TYPE # 02m ca 9�Co> - N� JOB # 85535 MASTER ° "a14 a o a >• E N m DRAWN SCALE ~ c ` ... - W C �+ C N L° E .�. -- N DATE 7113l21 p: dc3? a AA NTS g` a m Z7 a 3 c i s gsaanrarr/ rut,, m m E 4 �t� itX moo°'=mm ° .N l'f, Q� t ° s 4451 St Lucy Blvd� o = � � 3 a O E=2a 114 No,, i - Fort P►erc, FL 946, ; w a aL L .,, http://www.a'ltriiss.cot YY.a14r�a.�t;:4Vf� � (�LLI n 2 O L E a L O Y STATE OF Ryan M.""���-�.•�'00 ` Tell-40-101Q �,� m _. y° a y Wyua ane n" a^, °®�(..� . �.` fn L 0. 47 o 0 _ \ro �\' Izsasa oa ov rf artc Vii� ' A1k �� - 7 d d' 1' a m0 lr d L t J f¢tara Paic9tata°a U 1- � .. W o- o. -a 9507 S. Indian River DRiva New Construction PROJECT DATA APPLICABLE CODES: 2017 FLORIDA BUILDING CODE 6TH EDITION, RESIDENTIAL AREA CALCULATIONS SF TALCS 1ST FLOOR AC 1,263 SF 1ST FLOOR GARAGE 618 SF TOTAL 1ST FLOOR 2,028 SF t 2ND FLOOR AC 1,896 SF TOTAL 2ND FLOOR 2,046 SF 2ND FLOOR COVERED 208 SF TOTAL LOFT 327 SF 1-f[VdGL0 1 %11 1 IL .+0 ARCHITECTURE SPARCDESIGN 3021 JUPITER PARK CIRCLE, SUITE 102 .JUPITER, FL 33458 PHONE: 561.203.7539 ww .sparcdeslgn.us STRUCTURE ONM&J 1655 PALM BEACH LAKES, BLVD SUITE 204 WEST PALM BEACH, FL 33401 PHONE: 561.835.9994 w onmj.net MECHANICAL NIA LANDSCAPE ARCHITECT N/A ■ INDEX OF DRAWINGS ARCHITECTURAL A000 PROJECT INFORMATION A001 GENERAL NOTES AND SYMBOLS A700 ARCHITECTURAL SITE PLAN A101 1ST LEVEL FLOOR PLAN A102 2ND LEVEL FLOOR PLAN A103 LOFT LEVEL FLOOR PLAN Al04 ROOF PLAN A201 EXTERIOR.ELEVATIONS A202 EXTERIOR ELEVATIONS BUILDING SECTIONS SECTIONS rA501 STAIR DETAILS SCHEDULES MISC DETAILS PLUMBING RISER MISC DETAILS ELECTRIC AL E101 LOWER LEVEL ELECTRICAL PLAN E102 UPPER LEVEL ELECTRICAL PLAN STRUCTURAL S-1 FOUNDATION PLAN S-2 SECOND FLOOR FRAMING PLAN S-3 LOFT LEVEL FRAMING PLAN 84 ROOF FRAMING PLAN S-5 STRUCTURAL NOTES SCHEDULES S-6 WIND LOADS S-7 TYPICAL DETAILS S-8 SECTIONS S-9 SECTIONS S-10 SECTIONS f architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FIL 33458 t 561.203.7539 www.sparcdesign.us OF F-t U co V! pppp CD G co .Ir * — o 0.�,., AR9749& V w a sTFRED W N This f ern has been electronically signed and sealed by Sean Sukhu, RA. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2D19 Sun Patrick Arci tecture, INC. This Document is an instrument of service and the property of Sun Pahick Architecture, INC. AA26003806 and shall remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site forwhich 4 was prepared. 1V ® N aL, W Go . qq UJ M U It9 J ® u U LU _ ID 0 O W) U. REVIEWED FOR CODE COMPLIANCE �7;T 1 I 9,^Rr f ^19MTV FILE COPY PROJECT ISSUE DATES: QOWNER CHANGES 2021.04.21 SHEET NAME PROJECT INFORMATION Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER A00k.wl GENERAL NOTES -DEMO PLAN 1 THIS DEMOLITION PLAN SHOWS GRAPHIC AND WRITTEN INFORMATION CONCERNING THE EXISTING SPACE. THIS IS INCLUDED AS 'INFORMATION ONLY" REPRESENTING AVAILABLE RECORD INFORMATION OF THE ORIGINAL BUILDING DRAWINGS PLUS FIELD NOTATIONS. SOME MODIFICATIONS MAY HAVE BEEN MADE AND NOT SHOWN. THIS INFORMATION IS FOR THE CONTRACTOR'S USE AS HE SEES FIT. NEITHER THE OWNER NOR THE ARCHITECT ACCEPT ANY RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION OR THE CONTRACTOR'S INTERPRETATION OF IT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DETERMINE THE SCOPE OF WORK REQUIRED. THE CONTRACTOR SHALL EXAMINE THE EXISTING BUILDING AND WORK SHOWN BY ALL CONTRACT DOCUMENTS TO DETERMINE THE SCOPE OF DEMOLITION REQUIRED WHETHER SPECIFICALLY SHOWN OR NOT. 2. REFER TO MECHANICAL & ELECTRICAL DEMOLITION NOTES AND MEP DOCUMENTS FOR EXTENT OF DEMOLITION OF THOSE SYSTEMS. 3. PROTECT ALL EXISTING STRUCTURE, SYSTEMS, FINISHES AND GENERAL CONSTRUCTION THAT ARE TO REMAIN THROUGHOUT THE COURSE OF THE WORK TO PREVENT DAMAGE OR LOSS. ANY SUCH DAMAGE CAUSED DURING THE COURSE OF THIS WORK WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE BEFORE THIS WORK IS CONCLUUEU. 4. REMOVE ALL EXISTING FLOOR FINISH MATERIALS, UNLESS OTHERWISE NOTED. REMOVE ALL MATERIALS AND ACCESSORIES TO MAKE FLUSH AND SMOOTH WITH EXISTING CONCRETE FLOOR TOPPING. SCRAPE OR GRIND MASTIC OR OTHER FOREIGN MATERIALS FROM SLAB SURFACE AS REQUIRED SO AS NOT TO INHIBIT APPLICATION OF ANY FUTURE FLOOR FINISH OR FLOOR FILL MATERIALS. 5. REMOVE ALL EXISTING FLOOR FINISH MATERIALS, UNLESS OTHERWISE NOTED. REMOVE ALL MATERIALS AND ACCESSORIES TO MAKE FLUSH AND SMOOTH WITH EXISTING CONCRETE FLOOR TOPPING. SCRAPE OR GRIND MASTIC OR OTHER FOREIGN MATERIALS FROM SLAB SURFACE AS REQUIRED SO AS NOT TO INHIBIT APPLICATION OF ANY FUTURE FLOOR FINISH OR FLOOR FILL MATERIALS. 6, GENERAL CONTRACTOR TO COORDINATE WITH ARCHITECT OR OWNER'S REPRESENTATIVE ON THE STORAGE OR DISPOSAL OF ALL SALVAGED ITEMS. CONTRACTOR IS TO VERIFY UIIUTY LINE LOCATIONS AND MAINTAIN THOSE THAT SERVE OTHER PARTS OF THE BUILDING THAT ARE NOT AFFECTED BY THE DEMOLITION. 7. OPERATING SYSTEMS, UTIUTIES AND SERVICES SERVING THE EXISTING SITE SHALL BE MAINTAINED IN OPERATION TO SERVE THE NEEDS OF PORTIONS OF THE BUILDING AND SITE NOT INVOLVED IN THE WORK UNDER THIS CONTRACT AT ALL TIMES DURING THE PROGRESS OF THE WORK UNDER THIS CONTRACT, EXCEPT FOR SUCH SHORT PERIODS AS ARE ABSOLUTELY NECESSARY TO PERFORM THE WORK, SUCH OPERATING SYSTEMS, UTILITIES AND SERVICES INCLUDE BUT ARE NOT LIMITED TO WATER, ELECTRICITY, HVAC, SANITARY, SEWER, FIRE ALARM, TELEPHONE AND SECURITY. 8. PRIOR TO INTERRUPTING OR OTHERWISE AFFECTING ANY SUCH OPERATING SYSTEM, UTILITY OR SERVICE, CONTRACTOR SHALL CONSULT WITH OWNER'S REPRESENTATIVE TO ESTABLISH A MUTUALLY SATISFACTORY SCHEDULE FOR CUT OVER, CUT OFF DISRUPTION OR OTHER CHANGE IN THE OPERATION OF THE AFFECTED SYSTEM, UTILITY OR SERVICE. 9. COORDINATE DEMOU11ON WITH NEW CONSTRUCTION SO RECONSTRUCTION WILL BE COMPATIBLE WITH REMOVAL TECHNIQUES. WHERE NEEDED, CAREFULLY REMOVE ALL APPLIED FINISHES (FABRIC, VINYL, STONE, ETC.) ON GYP. BD. WALLS AND COLUMNS TO REMAIN. THE GYP.BD. SUBSTRATE SHOULD BE LEFT REASONABLY SMOOTH AND NERAL NOTES - CONSTRUCTION PLAN CONSTRUCTION SHALLLL, fOLLOW EXISTING "FLORID BUILDING CODE" (2017 6THEDI110N W/ APPLICABLE SUPPLEMENTS AS ADOPTED BY THE b VEf'tN1NG BLDG. DEEPT. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE THE DRAWINGS. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW 7, BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 34. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. SAFETY N SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. 35. FOR ADD 36, DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 37. VERTICAL AAUGNMENT SUUFFlCENT TO MAINTAIMASONRY TON A CLEAGROUR DSHALL UNOBSTRUCTED CONTINUOUS CELL, 38, CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-O" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. 39. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM WHERE SPLICED, AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIAMETERS MIN. 40. STRUCTURAL WOOD AND LIMBER FRAMING SHALL CONFORM TO THE TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 41. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE AN APPROVED APOR BARRIER TED BETWEEN ETWEEN tHERCONCRETEDL AOR OTHER�D CEMENT1T10US MATERIALS AND THE WOOD AS REQUIRED PER APPLICABLE CODE. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 42. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH BRACING AND BRIDGING USED DURING ERECTION OF THE TRUSSES TO FBC-RESIDENTIAL SECTION R303.1.3 FENESTRATION PRODUCT RATING. PREVENT COLLAPSE OR DAMAGE TO SAME. iL ALL EXTERIOR DOORS AND WINDOWS SHALL COMPLY WITH THE LOCAL 43. HEADERS FOR FRAMED OPENINGS REFER TO ENGINEERED AND GOVERNING BUILDING SECURITY CODE ORDINANCE AS LAST AMENDED. STAMPED DRAWINGS (UNLESS NOTED OTHERWISE). 12. BEE STRUCTURAL DRAWINGS FOR WIND LOADING) DESIGN. 44. ALL HEADERS OVER TO E 2 OR 3THIC2 X 12S W000 FRAME CONSTRUCTION DEPENDING 13. RAWINGS ANDENGINEERED SI AND SEALED tXCEPT WHERE NOTED. CALCULATIONS NED BY A FLORIDA REGISTERED ENGINEER, OF THEIR (t00F TRUSS DESIGN FOR APPROVAL. 45. DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE, NO, 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS 14. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU'S VALUES OF 1200 PSI IN BENDING FOR SINGLE MEMBER USES 90 PSI IN 1800 AND MISCELLANEOUS EQUIPMENT. COORDINATE LOCATIONS WITH HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF BUILDER PRIOR TO FABRICATION AND INDICATE N TRUSS DRAWINGS. KSI OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY 15. PROVIDE GROUTED CELL AT BEARING POINT OF EACH GIRDER TRUSS. 46. STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 16. ALL INTERIOR LOAD BEARING PARTITIONS SHALL BE CONSTRUCTED WITH BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE BEARING CUPS -TOP AND BOTTOM EACH STUD AS PER CODE ASTM SPECIFICATION AS FOLLOWS: 17. CONCRETE SHALL CONFORM TO ASTM C94-83. ALL CONCRETE WORK SHALL BE IN ACCORD WITH ACI 318-11 AND ACI 301-84. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-92 AND ACI 530.1-92. 18. MINIMUM CONCRETE COYER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER-.3 /4' BEAMS AND COLUMNS- 1 1/2" FORMED CONCRETE BELOW GRADE- 2UNFORMED CONCRETE BELOW GRADE- 3" 19. REINFORCING STEEL: GRADE 60 (FY= 60,000). ASTM A615-82 S1. 20. PLACING DRAWING AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". (A.C.I. 315-99) 21. DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORD WITH "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED. UNDAMAGED. WHERE REMOVAL IS NOT FEASIBLE WITHOUT DAMAGING THE SUBSTRATE, 22. REFER TO INTERIOR DESIGN ELEVATIONS AND DETAILING FOR FULL REMOVE 1 LAYER OF GYP. BO. AND RELPACE WITH EQUIVALENT THICKNESS AFTER EXTENT OF WALL CONSTRUCTION. DEMOU11ON IS COMPLETED. 23. REFER TO INTERIOR DESIGN PLANS FOR ELEVATION / REFERENCE -MARKS. tt. ALL WORK WILL BE PERFORMED IN THE BEST WORKMANSHIP POSSIBLE IN 24. DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED ACCORDANCE WITH THAT TRADE'S BEST INDUSTRY STANDARDS. OTHERWISE. _ 12. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND REMOVING ALL MATERIALS FROM 25. STUDS SHALL TYPICALLY ALIGN WITH EXISTING CONSTRUCTION TO REMAIN UNLESS NOTED OTHERWISE. PREMISES IN ORDER TO ACCOMPLISH THE SCOPE OF THE NEW WORK. FOR ALL 26. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING (IN -WALL) 13. DEMOU11ON CONTRACTOR IS TO ARRANGE FOR SHUT OFF OF EXISTING UTILITIES. ITEMS SHOWN TO BE ATTACHED TO DRYWALL SURFACES. CONTRACTOR SHALL ARRANGE ALL TEMPORARY POWER. 27. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING AROUND AND EXTEND ALL OUTLETS, SWITCHES, THERMOSTATS, ETC. TO FLUSH WITH 14. DEMOLITION IS TO BE DONE IN A CAREFUL AND ORDERLY MANNER SO AS NOT TO FINISH FACE OF WALLS. DAMAGE FINISHES OR EQUIPMENT TO REMAIN. 28. REFER TO A4.01 FOR DOOR TYPES / HARDWARE SCHEDULE. 29. CONTRACTOR SHALL NOTIFY THE _ARCHITECT/OWNER WHEN PARTITION _ 15.CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING NECESSARY TO EXECUTE THE NEW WORK. 16. REMOVE ALL ABANDONED CONDUIT, WIRING, AND PLUMBING PIPES BACK TO MAIN SOURCE ON FLOOR. 17. CONTRACTOR TO OBTAIN & COMPLY WITH ALL BUILDING/COMMUNITY RULES & REGULATIONS. 1 ROOM NAME FINISH INDICATOR (SEE FINISH SCHEDULE) COUNG HEIGHT ROOM NUMBER TIP. DIMENSIONS FINISH MATERIAL(S) FACE OF WALL SUBSTRATE TO COMMON SIDE OF ALL TYPICALLY I I (M.O.=MASNRY OPENING) TITLE INDICATOR DETAIL INDICAT A SHEET MM SHOWN ROOM NUMBER a WALL TYPE 01 DOOR SYMBOL O WINDOW SYMBOL O NORTH ARROW SECTION/DETAIL INDICAT DETAIL NUM 10 SHEET NUMB INT. ELEVAITON INDICATOR 01•0 ELEVATION NUMBER-04.0 1 2A DRAWING WHERE SHO 0 .0 30. REMOVE ALL OUTLETS ON EXISTING INTERIOR AND PERIMETER WALLS. PATCH AS REQUIRED TO RECEIVE SCHEDULED FINISH. CBID SUBM TA 0 BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO 32. REFER TO CONSTRUCTION PLAN FOR AND WINDOW TAGS 33. GENERAL CONTRACTOR RESPONSIBLE FOR PROVIDING IN -WALL BLOCKING FOR ALL HUNG ITEMS. PROVIDE EITHER 22 GAUGE METAL OR LUMBER. CONCRETE MASONRY UNITS CONCRETE WOOD FRAMING/BLOCKING FINISHED WOOD BATT OR SPRAYED ICYNENE INSULATION STEEL STUD PARTITION DEMOLITION GYPSUM WALLBOARD FIRE RATED WALL INDICATOR SHAPES, PLATES, ANCHOR BOLTS - A 367-81 A MACHINE BOLTS A 325-83 C TUBULAR STEEL - 500-82 A GRADE B 0 KSI) 47. (WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE E70XX, 48. SEE FOUNDATION NOTES AND FRAMING NOTES FOR MORE INFORMATION ON THESE ITEMS. 49. TOPICAL CURING FOR ALL SLABS AND FLATWORK PER STRUCTURAL DRAWINGS & SPECS. 50. CONTRACTOR SHALL PROVIDE DRAINAGE PER DEVELOPMENT DESIGN GUIDELINES 51. STRUCTURAL OTES WHENEVER THESENARESIN CONFLICT WITH EACH OTHER GENERAL 52. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT PER 2017 FLORIDA BUILDING CODE. 53. SHALL NOT BE LESS THAN 30 INCHES WIDE AND 60 INCHES DEEP. THERE SHALL BE AT LEAST 21 INCHES CLEARANCE IN FRONT OF A LAVATORY TO ANY WALL, FIXTURE OR DOOR. 54, THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH F.B.C. 2017 n AIR SWITCH -e - RECEPTACLE � SINGLE OUTLET � - RECEPTA DOUBLE OUTLET - RECEPTACLE ® 42" A.F.F. - RECEPTA lE GROUND FAULTIN P. RETPTA EXTERIOR a@ - REC PTA LE TRIPLEX OUTLET - REC PTA LE DUPLEX SPLIT - RECEPTACLE QUADRAPLEX - RECEPTACLE TRIPLEX SPLIT - RECEPTACLE SINGLE SPECIAL PURPOSE - RECEPTACLE DUPLEX SPECIAL PURPOSE DTI� - SPECIAL PURPOSE CONNECTION kX - LIGHT CEI NG MOUNTED C) - LIGHT CEI NG WALL WASHER 0 - LIGHT COI NG RECESSED �j, p- LIG11T RECESSED VAPOR PROOF } - UGHT WALL MOUNTED ®- EXIT LIGHr W/ SHAPES �- EX RIOR',FLOOD LIGHT $ - SWITCH $3 - SWITCH MULTIPLE $4 - SWITCH 40aoQFH 4 WAY $0 - SWITCH WITH DIMMER - PUSH BUTTON ® - EXHAUST FAN © - INTERCOM © - SECURITY KEY PAD ® - CENTRAL VACUUM RECEPTACLE D - SMOKE DETECTOR (120V) IX - CABLE TV OUTLET - TELEPHONE OUTLET tT� - THERMOSTAT ELECTRIC 3 - DISCONNECT $ - ELECTRIC METER ice- DOOR CHIME v - ELECTRICAL PANEL - EMERGENCY LIGHT - LIGHT FLUORESCENT GENERAL NOTES - POWER/SIGNAL PLAN 1. ALL OUTLETS TO BE MOUNTED AT 12" A.F.F. TO CENTERLINE (VERTICAL) TYP. UNLESS NOTED OTHERWISE. VERIFY THIS MATCHES EXISTING HEIGHT. NUMBERS AT DEVICES INDICATE VARYING HEIGHTS IN INCHES TO CENTERUNE A.F.F. 2, REFER TO INTERIOR DESIGN ELEVATIONS FOR OUTLET LOCATIONS NON -TYPICAL. CONTRACTOR MUST ADHERE TO ALL MOUNTING HEIGHTS INDICATED ON ELEVATIONS. 3. CONTRACTOR SHALL VERIFY ALL STRUCTURE/FLOOR OUTLET CONFLICTS AND NOTIFY DESIGNER PRIOR TO SLAB CORING/TRENCHING. CONTRACTOR SHALL CHALK -MARK ON FLOOR ALL NEW POWER, TELEPHONE AND DATA FLOOR CORES FOR THE ARCHITECT/OWNER DESIGN APPROVAL PRIOR TO ANY FLOOR CORINGJTRENCHING. 4. MAINTAIN AT LEAST ONE (1) STUD BETWEEN OUTLETS IN PARTITIONS BETWEEN ROOMS. 5. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL NEW EQUIPMENT AND APPLIANCES UNLESS OTHERWISE NOTED. 6. ALL POWER AND SIGNAL OUTLETS, SWITCHES, AND SWITCH -PLATES SHALL BE LEVITON "DECORA" UNLESS NOTED OTHERWISE. PROVIDE LUTRON NOVA T-STAR AT LOCATIONS NOTED WITH (*) IN COLOR SPECIFIED. 7, ALL NEW PLATES AND DEVICES SHALL BE WHITE UNLESS NOTED OTHERWISE. COLORS OTHER THAN WHITE ARE NOTED ON THE PLAN. 8. FLUSH FLOOR POWER / SIGNAL DEVICES TO BE AS SCHEDULED IN SYMBOL LEGEND. FLUSH FLOOR BOX OR APPROVED EQUAL. REFER TO MEP PLANS FOR SUPPLEMENTAL INFORMATION. 9. ALL A/V, SECURITY, AND TECHNOLOGY EQUIPMENT WILL BE SUPPLIED AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR TO PROVIDE COORDINATION WITH ALL N.I.C. WORK. REFER TO MEP DOCUMENTS. 10• ALL WALL MOUNTED DEVICES (SWITCHES, OUTLETS, T-STATS, STROBES, ETC.) SHALL BE MOUNTED AT 6" FROM THE INSIDE OR OUTSIDE CORNER OF DRYWALL, EDGE OF FRAME, OR OUTSIDE EDGE OF OPEN DOOR WHERE OCCURS. WHEN ADJACENT, Ali WALL MOUNTED DEVICES SHALL ALIGN VERTICALLY. GENERAL NOTES - FINISH PLAN 1. REFER TO INTERIOR DESIGN DOCUMENTS FOR SPECIFICATIONS. 2. ALL GYP. BD. TO RECEIVE LEVEL 4 FINISH 3. NOT USED 4. FLOORING TRANSITIONS SHALL OCCUR AT CENTERLINE OF DOOR UNLESS NOTED OTHERWISE 5. NOT USED 6. PREPARE SLAB AS REQUIRED PER FLOOR FINISH MANUFACTURER. 7. NOT USED 8. REFER TO INTERIOR DESIGN ELEVATIONS FOR ADDITIONAL FINISHES NOT CALLED OUT. ALL PAINT SLECETED BY OWNER 9. NOT USED 10. NOT USED 11, INSTALL ALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, SPECIFICATIONS AND ANSI STANDARD 12. G.C. SHALL PROVIDE SHOP DRAWINGS FOR OWNER/DESIGNER'S REVIEW AND APPROVAL OF ALL CASEWORK, MILLWORK AND FINISHES SPECIFICALLY LISTED ON PLANS AND SCHEDULES. 13. G.C. TO PROVIDE A RECORD SET OF AS -BUILT DRAWINGS WHICH DRAWWINGSAAND TURN THEM OVER AOR DDITIONS COMP E11ONS N OFF PROJECTEi ON GENERAL NOTES - REFLECT CEILING PLAN 1, REFER TO PLANS FOR CEIUGN HEIGHTS GENERAL CONTRACTOR TO VERIFY EXISTING CEILING HEIGHTS PRIOR TO CONSTRUCTION OF EACH AREA. 2. REFER TO PLANS AND ELEVATIONS FOR ADDITIONAL CEILING DETAIL REFERENCES. 3, REFER TO MEP ENGINEERING SHEETS FOR UGHT FIXTURE SPECIFICATIONS AND SCHEDULE. 4, ALL MECHANICAL/LIGHT FIXTURE CONFLICTS SHALL BE DOCUMENTED AND BROUGHT TO THE ARCHITECT'S ATTENTION AS SOON AS POSSIBLE.NOT USED 5. AT MUL11-GANG SWITCH LOCATIONS USE MULTI -GANG SWITCH PLATES ONLY. 6. ALL THERMOSTATS TO BE PER MEP PLANS AND SHALL ALIGN VERTICALLY ABOVE LIGHT SWITCHES WHERE OCCURS. REFER TO MEP PLANS. 7, COORDINATE WITH POWER/SIGNAL PLAN FOR ABOVE CEILING REQUIREMENTS FOR ELECTRICAL SHADES, DRAPERIES, PROJECTION SCREENS, A/V EQUIPMENT, ETC. u� FILE COPY architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us _ OF F a U o0 M AR9748�8A i c IL A Q G'iST 7. � N FRED a W H This Rem has been electroniccily signed and sealed by Sean Sukhu, RA. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shal remain their properly. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site forwhich it was prepared. L N i co M w •= �. U °C J U. Q W a U U L J = (_V ad H /j ®- h � ® O L LL C� PROJECT ISSUE DATES: SHEET NAME GENERAL NOTES AND SYMBOLS Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER :AOO 1 f-lcz� ARCHITECTURAL SITE PLAN ySCALE: 1" = 30'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us Y �OF F N IN O hd co y GoUV *— E o o^ �? AR97488 c, .o a BRED N�� LU 4A This item has been electronically signed and sealed by Sean Sukhu, RA. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site for which ti was prepared. L in N ALA 00 W uJ J M uL. Q LU N U ® CL uJ di O •- vi a" n O O u� ,L o� PROJECT ISSUE DATES: SHEET NAME ARCHITECTURAL ,SITE PLAN Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER A]00 0 A302 ,V a F -- I I 4 th i N I I I I I I I I 004 0 i N tOB RN 1 % 2 703 702 i ■ 1 1 2 ------------- ... 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ALL MILLWORK LOCATIONS SHOWN HATCHED KEY NOTES 1. 24" CABINETS w/STONE COUNTERTOPS 0 36" A.F.F. 2. LINE OF UPPER CABINETS 3. SOUND BATT INSULATION R-11 BATT INSULATION (MIN.) BETWEEN GARAGE AND LIVING SPACE 2 5: ELECTRIC WATER HEATER #I, PROVIDE RE -CIRCULATING SYSTEM FOR UPPER LEVELS SHOWER CONTROLS 7. TYP. INT. WALL, SEE A5.01 8. TYP. EXT. WALL SEE A5.01 9. BUILT-IN PANTRY SHELVES 10. BUILT-IN CLOSET 11. UNDER COUNTER MICROWAVE 12. COUNTER DEPTH REFRIGERATOR 13. VANITY WITH STONE COUNTERTOPS ® 36" A.F.F. 14. FREE STANDING TUB 15. TUB CONTROLS 16. DISHWASHER 17. ELECTRIC SUDE-IN COOKTOP w/HOOD ABOVE 18. SINK w/DI§POSAL & AIR SNATCH 19. ISLAND 36 A.F.F. 20. WALL MIRROR, TBD. 21. PAVERS ON SAND 22. DASHED LINE INDICATES FLOOR ABOVE 23. VENT DRYER 24. PRE -FINISHED ALUMINUM GUARDRAIL 36" A.F.F. 25. LINE OF NEW ROOF OVER ENTRY BELOW 26. CURBLESS WALK IN "DOGGY WASH" 27. FUTURE CHAIR LIFT LOCATION 28. PENINSULA STONE COUNTERTOPS 0 36" A.F.F. W/KNEE SPACE AND MILLWORK SUPPORTS BELOW 29. OVERHEAD ELECTRIC GARAGE DOOR 30. ELECTRIC STACKABLE WASHER/DRYER 31. BUILT-IN FULL HEIGHT UTILITY CABINET 32. LINE OF TRELLIS ABOVE 33. LINE OF ROOF ABOVE 34, CURBLESS WALK IN SHOWER W/LINEAR DRAIN ® THRESHOLD 35. HANDHELD SHOWER CONTROL LOCATION 36. SHOWER CURTAIN AND ROD 37. WALL MIRROR TBD 38. PREFABRICATED SHOWER NICHE 39. ENGINEERED ALUMINUM SCREEN ENCLOSURE 40. LINE OF BEAM ABOVE 41. LINE OF CEILING ABOVE 42. FOLD DOWN IRONING BOARD CABINET 43. MANUFACTURED SPIRAL STAIRCASE 44. LINE OF DORMER WINDOWS ABOVE 45. MASONRY PIER, REFER TYPICAL WALL SECTIONS 46. PORCELAIN TILE OVER WATERPROOFING SYSTEM 47. LINE OF LOFT ABOVE 48. LINE OF ROOF OVERHANG ABOVE 49. PREFABRICATED SHOWER BENCH 50. RAIN SHOWER OVERHEAD 51. STONE COUNTERTOP WITH KNEE SPACE BELOW 52. ALUMINUM PRE -FINISHED HANDRAIL 53. ENGINEERED STEEL WIRE GUARDRAIL AT 36" AFF 'EVIIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY I j architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, PL 33458 t 561.20111.7539 www.sparcdesign.us OF co Uv Q AR97488.�� N z sT' 71... �� a .4 CEDN'G W 4n This'rfem has been electronically signed and sealed by Sean Sukhu, R.A. on the date and/or time stomp shown using a crkjtd signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2D79 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their property. This document is not suBable for use on ocher projech or in other locations, Publication is expressly limited to the original site forwhich it was prepared. co LU ' M WU. (D U V LU = N C vi a � L O O W) U_ O� PROJECT ISSUE DATES: Q1 BLDG DEPARTMENT COMMENTS 202T.03.15 QOWINER CHANGES 2021.04.21 SHEET NAME LOWER LEVEL FLOOR PLAN Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER 0 f 1 l i i 12'-0" 2'-0" 2'- 4'-4" 4'-4� =B" 2'-0" 2'-4' L --- J L- ...J 17'-8" r I i J I L WALL LEGEND EXTERIOR 2X6 WOOD FRAMING w/ 5/8" EXT. SHEATHING, 5 1/7' R21, 5/8" GYP. BO. EXISTING EXTERIOR 2X6 WOOD FRAMING 2x WOOD FRAMING wl 5/8" GYP BD. R-11 SOUND BATTS tSEE FLOOR PLAN) --- 2x WOOD FRAMING w/ 5/8" GYP BD. (SEE FLOOR PLAN) EXISTING 2x WOOD FRAMING EXISTING MASONRY BRICK CONSTRUCTION )� EXISTING MASONRY BRICK CONSTRUCTION GENERAL NOTES 1. REFER TO A001 FOR GENERAL NOTES AND SYMBOLS 2. ALL MILLWORK LOCATIONS SHOWN HATCHED KEY NOTES 1. 24" CABINETS w/STONE COUNTERTOPS 0 36" A.F.F. 2. LINE OF UPPER CABINETS 3. SOUND BATT INSULATION 4. R-11 BATT INSULATION (MIN.) BETWEEN GARAGE AND LIVING SPACE 5. ELECTRIC WATER HEATER #1, PROVIDE RE -CIRCULATING SYSTEM FOR UPPER LEVELS 6. SHOWER CONTROLS 7. TYP. INT. WALL, SEE A6,01 9. BU LT -IN PANTY SHELbWs 10. BUILT-IN CLOSET 11. UNDER COUNTER MICROWAVE 12. COUNTER DEPTH REFRIGERATOR 13. VANITY WITH STONE COUNTERTOPS ® 36" A.F.F. 14. FREE STANDING TUB 15. TUB CONTROLS 16. DISHWASHER 17. ELECTRIC SUDE-IN COOKTOP w/HOOD ABOVE 18. SINK w%DI?OSAL & AIR SW9TCH 19. ISLAND 36 A.F.F. 20. WALL MIRROR, TBD. 21. PAVERS ON SAND 22. DASHED LINE INDICATES FLOOR ABOVE 23. VENT DRYER 24. PRE -FINISHED ALUMINUM GUARDRAIL 36" A.F.F. 25. LINE OF NEW ROOF OVER ENTRY BELOW 26. CURELESS WALK IN 'DOGGY WASH" 27. FUTURE CHAIR UFT LOCATION 28. PENINSULA STONE COUNTERTOPS ® 36" A.F.F. W/KNEE SPACE AND MILLWORK SUPPORTS BELOW 29. OVERHEAD ELECTRIC GARAGE DOOR 30. ELECTRIC STACKABLE WASHER/DRYER 31. BUILT-IN FULL HEIGHT UTILITY CABINET 32. LINE OF TRELLIS ABOVE 33. LINE OF ROOF ABOVE 34. CURELESS WALK IN SHOWER W/LINEAR DRAIN ® THRESHOLD 35. HANDHELD SHOWER CONTROL LOCATION 36. SHOWER CURTAIN AND ROD 37. WALL MIRROR TBD 38. PREFABRICATED SHOWER NICHE 39, ENGINEERED ALUMINUM SCREEN ENCLOSURE 40. LINE OF BEAM ABOVE 41. LINE OF CEILING ABOVE 42. FOLD DOWN IRONING BOARD CABINET 43. MANUFACTURED SPIRAL STAIRCASE 44. LINE OF DORMER WINDOWS ABOVE 45. MASONRY PIER, REFER TYPICAL WALL SECTIONS 4& PORCELAIN TILE OVER WATERPROOFING SYSTEM 47. LINE OF LOFT ABOVE 48. LINE OF ROOF OVERHANG ABOVE 49. PREFABRICATED SHOWER BENCH 50. RAIN SHOWER OVERHEAD 51. STONE COUNTERTOP WITH KNEE SPACE BELOW 52. ALUMINUM PRE -FINISHED HANDRAIL 53. ENGINEERED STEEL WARE GUARDRAIL AT 36" AFF 41.1 " 3'-4" T-4" 15'-4" 9'-0" 3'-0" -10" 5'-0" 2'-2" 1 REVIEWED FOR CODE COMPLIANCE T. LUCIE COUNTY 15-0" 12'-8" B®CC I I I I I 57'-0" I I UPPER LEVEL FLOOR PLAN FILE COPY SCALE : 1/4" _ 1'-0" architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us Y EOF F U � Q0.i AR97488 IL a �RfD PRG W L-1 This item has been electronically signed and sealed by Sean Sukhu, RA on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the properly of Sun Patrick Architecture, INC. AA26003806 and shal remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly fimited to the original site forwhich A was prepared. i L1 N 00 W ' qq (� U J LL. UJ AI L Itdi ^,, W IL ® O W) LL 0� PROJECT ISSUE DATES: 7QBLDG DEPARTMENT COMMENTS ' 2021.03.15 AOWNER CHANGES 2021.04.21 SHEET NAME UPPER LEVEL FLOOR PLAN Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER Al 2 0 WALL LEGEND EXTERIOR 2X6 WOOD FRAMING w/ 5/8' EXT. SHEATHING, 5 1/2" R21, 5/8" GYP, BD. EXISTING EXTERIOR 2X6 WOOD FRAMING 2x WOOD FRAMING w 5/8' GYP BD. R-11 SOUND BATTS SEE FLGOR PLAN) 2x WOOD FRAMING w/ 5/8" GYP BD. (SEE FLOOR PLAN) EXISTING 2x WOOD FRAMING I� EXISTING MASONRY BRICK CONSTRUCTION TTr= EXISTING MASONRY BRICK CONSTRUCTION GENERAL NOTES 1. REFER TO A001 FOR GENERAL NOTES AND SYMBOLS 2. ALL MILLWORK LOCATIONS SHOWN HATCHED KEY NOTES 1. 24" CABINETS w/STONE COUNTERTOPS ® 36" A.F.F. 2. LINE OF UPPER CABINETS 3. SOUND BATT INSULATION 4. R-11 BATT INSULATION (MIN.) BETWEEN GARAGE AND LIVING SPACE 5. ELECTRIC WATER HEATER #1, PROVIDE RE -CIRCULATING SYSTEM FOR UPPER LEVELS 6. SHOWER CONTROLS 7. TYP, INT. WALL, SEE A5.01 9. BUILT-IN WALL Y SHELVES 10. BUILT-IN CLOSET 11. UNDER COUNTER MICROWAVE 12. COUNTER DEPTH REFRIGERATOR 13. VANITY WITH STONE COUNTERTOPS 0 36" A.F.F. 14. FREE STANDING TUB 15. TUB CONTROLS 16. DISHWASHER 17. ELECTRIC SLIDE -IN COOKTOP w/HOOD ABOVE 18. SINK w/01,§POSL & AIR SWITCH 19. ISLAND 36 A.F.F. 20. WALL MIRROR, TBD. 21. PAVERS ON SAND 22, DASHED LINE INDICATES FLOOR ABOVE 23. VENT DRYER 24. PRE -FINISHED ALUMINUM GUARDRAIL 36" A.F.F. 25. LINE OF NEW ROOF OVER ENTRY BELOW 26. CURBLESS WALK IN "DOGGY WASH" 27. FUTURE CHAIR LIFT LOCATION 28, PENINSULA STONE COUNTERTOPS ® 36" A.F.F. W/KNEE SPACE AND MILLWORK SUPPORTS BELOW 29. OVERHEAD ELECTRIC GARAGE DOOR 30. ELECTRIC STACKABLE WASHER/DRYER 31. BUILT-IN FULL HEIGHT UTILITY CABINET 32. LINE OF TRELLIS ABOVE 33. LINE OF ROOF ABOVE 34. CURBLESS WALK IN SHOWER W/LINEAR DRAIN ® THRESHOLD 35. HANDHELD SHOWER CONTROL LOCATION 36. SHOWER CURTAIN AND ROD 37. WALL MIRROR TBO 3& PREFABRICATED SHOWER NICHE 39. ENGINEERED ALUMINUM SCREEN ENCLOSURE 40. LINE OF BEAM ABOVE 41. LINE OF CEILING ABOVE 42. FOLD DOWN IRONING BOARD CABINET 43. MANUFACTURED SPIRAL STAIRCASE 44. LINE OF DORMER WMNDOWS ABOVE 45. MASONRY PIER, REFER TYPICAL WALL SECTIONS 46. PORCELAIN TILE OVER WATERPROOFING SYSTEM 47. LINE OF LOFT ABOVE 48. LINE OF ROOF OVERHANG ABOVE 49. PREFABRICATED SHOWER BENCH 50. RAIN SHOWER OVERHEAD 51. STONE COUNTERTOP WITH KNEE SPACE BELOW 52. ALUMINUM PRE -FINISHED HANDRAIL 53. ENGINEERED STEEL WIRE GUARDRAIL AT 36" AFF LOFT LEVEL FLOOR PLAN SCALE : 1/4" = 1'-0" 1. 2. 3. 4. 5. 6. 7. 8. wi iHa 12. 13. 14. 15, 16, 17. 18. 19. 20, 21. 23. 24. 25. 26. ELECTRICAL NOTES LL WIRELSHALLHBEOTHHV4N COPPE`REXUNLESSS NOTED OTHEDRWISE - SWITCH OF SIZE AS REQUIRED BY LOAD AND LIMITS. T.V. OUTLETS ((FOR CABLE OR ANTENNA IN ATTIC) AS SHOWN 7 ATI 2011 101, 2017 LOCAL CIRCUIT WIRING INDOORS. 'EEDING BEDROOMS, SMOKE DETECTORS, & LIVING CTION. JUNCTION BOXES TO BE COORDINATED WITH ETC. TO BE COORDINATED MATH AUDIO/VISUAL "OORDINATED AND APPROVED BY CONTRACTOR SO W// NOTE #125. )CAT16NS TO BE COORDINATED AND APPROVED RON. IONS TO BE COORDINATED MATH PER CIRCUIT SHALL BE PER APPLICABLE CODES. SINK SHALL BE G.F.I. OUTLETS. Y MATH NEC 410.16 WIRED AND HAVE SELF CONTAINED BATTERY NDEM WIRED SO ALL DETECTORS SOUND TURES TO BE TYPE IC RATED WITH NO MORE THAN CONDITIONED SPACE TO ATTIC AS PER ASTM ISONTO BE WORK, 27. Wn MECHANICAL NOTES 1 ELECTRICAL LILTING, ATION AND ARCHITECTURALILING RSELEMENNTTSS, REGISTERS IN THE FIELD. WITH 2. COORDINATE LOC&noN OF A/C UNITS AND FANS WITH BUILDING STRUCTURE SO THAT NO INTERFERENCES OCCUR. 3. BUILDER TO COORDINATE ALL DUCT LOCATIONS MATH ALL TRADES SO THAT NO INTERFERENCE OCCUR. 4. FURNISH AND INSTALL DISCONNECTED SWITCHES. WIRING , AND CONNECTIONS ON AIR CONDITIONING AS REQUIRED. 5: SEAL ALL DUCTS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 6. PROVIDE AND INSTALL FLEXIBLE CONNECTIONS OF APPROVED TYPE AT ALL A/C UNIT SUPPLY AND RETURN DUCT CONNECTIONS AND AT ALL FAN CONNECTIONS (AT THE INDIVIDUAL PIECES OF EQUIPMENT). WHERE APPLICABLE. 7. THERMOSTAT LOCATION SHALL BE APPROVED BY THE BUILDER AND/OR OWNER BEFORE INSTALLATION 8. ALL EXHAUST FANS SHALL BE A MINIMUM OF 10'-0" FROM ALL A/C UNIT FRESH AIR 9. SWITCH EXHAUST FAN SEPARATELY FROM BATHROOM LIGHT FIXTURES (UNLESS OTHERWISE NOTED).OTHERWISE NOTED). 10. AIR CONDITIONING CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL EQUIPMENT ELECTRICAL LEGEND ® AIR SWITCH e - RECEPTACLE SINGLE OUTLET - RECEPTACLE DOUBLE OUTLET - RECEPTACLE ® 42" A.F.F. G@ - RECEPTACLE GROUND FAULT IN �P. RECEPTACLE EXTERIOR - RECEPTACLE TRIPLEX OUTLET - RECEPTACLE DUPLEX SPLIT - RECEPTACLE QUADRAPLEX 90 - RECEPTACLE TRIPLEX SPLIT -0 - RECEPTACLE SINGLE SPECIAL PURPOSE =0 - RECEPTACLE DUPLEX SPECIAL PURPOSE p� - SPECIAL PURPOSE CONNECTION - LIGHT CEILING MOUNTED 0 - LIGHT CEILING WALL WASHER - LIGHT CEILING RECESSED p- LIGHT RECESSED VAPOR PROOF LIGHT WALL MOUNTED ® - EXIT LIGHT W/ SHAPES - EXTERIOR FLOOD LIGHT $ - SWITCH $3 - STITCH MULTIPLE $4 - SWITCH CVWW 4 WAY tD - SWITCH WITH DIMMER Q - PUSH BUTTON ® - EXHAUST FAN ® - INTERCOM ® - SECURITY KEY PAD 10 - CENTRAL VACUUM RECEPTACLE (.D•- SMOKE DETECTOR (120V) j j- CABLE TV OUTLET AND RECEPTACLE COORDINATE MOUNTING HGT. W/OWNER T - TELEPHONE OUTLET m - THERMOSTAT ELECTRIC C-4 - DISCONNECT $ -ELECTRIC METER EM- DOOR CHIME ®-ELECTRICAL PANEL - EMERGENCY LIGHT +� - LIGHT FLUORESCENT REWIEIAME) FOR COVE COMPLIANCE ST. I_ I AE COUNTY BOCC FILE COP architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us x OFF � pp �........s ,1 •. ,o Y0-9 AR97488 U Cd a 6j' 71.1: a STFRED W 44 This item has been electronically signed and sealed by Sean Sukhu, RA on the date and/or time stamp shown using a digitd signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture., INC. This Document 6 an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shag remain their property. This document is .not suitable for use on other projects orin other locations. Publication is expressly limited to the original site for which it was prepared. 1d N 4) OO` W ' M y. U 1_ LU ® 70 u UJ CM U ii- O 0 W) L,L CA PROJECT ISSUE DATES: CO!MMENTSRT 2021.03.15 AOWNER CHANGES 2021.04.21 SHEET NAME LOFT LEVEL FLOOR PLAN Project Number. 2020.101 DATE: 2020.12.23 SHFFT NUMBER 03 i I— — — i LINE OF BELOW c OF DORI I i I I L___ WALL — DIMENSIONS N nm TERRACE BELOW GENERAL NOTES 1. REFER TO AO01 FOR GENERAL NOTES AND SYMBOLS 2. ALL ROOFING AND ACCESSORIES SHALL COMPLY WITH FBC 6TH EDITION (2017) WITH 2O09 AMENDMENTS. — REFER TO ARCHITECTURAL WALL SECTIONS DETAILS, MISCELLANEOUS DETAILS AND STRUCTURAL DETAILS FOR 1'-6" TYP OH ALL THE TYPE OF ROOFING SYSTEM, MATERIALS, FASTENINGS REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. 3. ALL PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THIS PROJECT. REFER TO STRUCTURAL DRAWINGS. 4. ALL FLASHING AND COUNTER FLASHING AT THE JUNCTURE OF THE ROOF VERTICAL SURFACES SHALL BE COMPLY WITH FBC 1507.3.9. 5. ALL GALVANIZED STEEL TO BE ZINC COATED G90, AS PER FBC 6TH EDITION (2017) TABLE 1503.2 6. ALL DOWNSPOUT, GUTTERS AND SCUPPERS SHALL BE PRE -FINISHED ALUMINUM. 7'-11 REFER TO ARCH. & PLUMBING DRAWINGS FOR SIZES. W 7. ALL MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL COMPLY WITH FBC 6TH EDITION (2017) (MECH.) 301.15. 8. ALL FLAT ROOF AREAS SHALL HAVE A MIN, 1/4":12" PITCH. ALL OTHER ROOF AREAS TO RECEIVE METAL ROOF TILE (8":12") UNLESS OTHERWISE NOTED ON THE ROOF PLAN. 9. ALL ABOVE -DECK THERMAL INSULATION FOR THIS PROJECT SHALL COMPLY WITH FM 4450 OR UL 1256 WHEN TESTED AS AN ASSEMBLY AS PER FBC 6TH EDITION (2017) 1508 10. NO PRODUCT SHALL BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD. ;0 11. ALL CONCRETE TILE ROOF AREAS SHALL COMPLY WITH FL10005_RO-11_07-0720.03. NO PRODUCT SHALL SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD 12. PROVIDE ROOFING/ FLASHING SHOP DRAWINGS FOR ARCHITECT OF RECORD TO RENEW I ~� KEYNOTES II II II II II II II II II II II II II II TERRACE BELOW A301 A301 A301 LINE OF BEARING WALL BELOW CONTROLS DIM WALL( OF DORMER � G ( J r w 12:12 12:12 —iT7— _\TT ROOF PLAN SCALE : 1/4" = 1'-0" SLOPED ROOF BELOW AT MAIN BEDROOM 1. METAL ROOF TILE 2. METAL ROOF TILE RIDGE/HIP 3. ROOF VALLEY (PROVIDE 24" MIN. METAL FLASHING (EA. SIDE) 4. ROOF EDGE 5. CRIKET 6. PRE FINISHED METAL GUTTER 7. RAIN WATER LEADER WITH SPLASH BLOCK TYP. 8. INDICATES BUILDING FACE BELOW 9. LOW CMU PARAPET WALL 10. PLUMBING VENT (RE: PLUMBING DOCUMENTS) 11. EXHAUST FAN (SEE MECH.) 12. ROOF ACCESS 13. PRE FINISHED METAL COPING REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY iu esign architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us w c j�• N hhAA,.. o U 00 c 00 M AR97488 N d a ..? (2n1•. sT�RE..... ` a z a W 44 This item has been electronically signed and sealed by Sean Sukhu, RA. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is on instrument of sentice and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site for which it was prepared. L Go S.. 0- M W U. aa � o H C W N PROJECT ISSUE DATES: SHEET NAME ROOF PLAN Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER Al 04 /.J :V — 5 31C (60.48' N.A.V.D.I REVISED ELEVATION TAGS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ssOCC FILE COPY sparcIdesign architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, Fl. 33458 t 561.203.7539 www.sparcdesign.us F OFhe N O co U 00 `• °D k t AR_97488 ;' V � <v a c . 'W d a ems •.. N a ..... TFR£D a a NR�� W H This item has been electronically signed and sealed by Sean Sukhu, R.A. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their properly. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site for which it was prepared. i ® ONO ®LLJ LL. ® LLJ ` r, U ua -- h C O Lo LJ_ O% PROJECT ISSUE DATES: MENT COBLDG MMEN SRT 2021.03.15 BLDG'DEPARTMENT 3 COMMENTS 2021.07.29 SHEET NAME EXTERIOR ELEVATIONS Project Number: 2020.101'' DATE: 2020.12.23 SHEET NUMBER A 2 U00" I F— 41 A SMOOTH STUCCO TRIM ■ I SOUTH ELEVATION SCALE : 1/4" = V-0" V�hMI A 12 12 T.O. RIDGE METAL TILE ROOF SYSTEM P 0 3 —_— 12 --_--� ----__ 28'— 1 3 8" 55.1' N.A.V.D. 12 MEAN ROOF HEIGHT — — I I I I — — -r — — — — 1 I I I I I A3 1 1 I 1 _ E"'i 20'-2 1 2" 47.2' MANZ. T.O. BEARING .ARCH PVC BRACKET 0 I ALUMINUM GUARDRAIL A 10'-4" 37.33' N.A.V.D.) SECOND FLOOR 44:0�'-O" (27.0' N.AV.0 T.O. SLAB Z ECEn/E0 G 18 ZRI Ltdole 000W permlltlnp REVIEWED FOR CODE COMPLIANCE ST. LUCI'E COUNTY BOCC • r. s architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us OF F H %0 O he 00 U oo °° '�• �� Q0. AR97488 09 .p a sTFRED "pRc�� a a W H This item has been electronically signed and sealed by Sean Sukhu, R.A. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun PatrickArchltecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their properly. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site forwhich d was prepared. to co M uJ .' L) II ® 79s S W a YJ p L, U i U UJ = ne N CL O O Lo W A- PROJECT ISSUE DATES: BLDG MENT COMMENTS 2021.03.15 2 OWNER CHANGES 2021.04.21 2021.07.29 COMMENTS SHEET NAME EXTERIOR ELEVATIONS Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER A202 N4. SECOND FLOOR F I=11 I III=1 III III -III -I I H I- -III=11 I- 1I I-ITI III I I I� I i� I I� 11-11 I -III III III -I i t I I_I 11=1 I I -' I I_I I I-1 I I -I 11=1 11=1 I I_I I I_I 11=1 I i-1 j I-1 I I -III- °-'T �'`�I I ITI I-11-11I-1 I LI I II I LI I ILI I h I 1 `-------------------------- 12 12 BUILDING SECTION 12 12 BUILDING SECTION SCA1 : 1/4" - 1'-0" SCALE : 1/4" = l'-0" �J REVISED ELEVATION TAGS 1 ICIIII�III�IIII�IIIII�IIIIIII BUILDING SECTION APPROXIMATE GRADE VARIES REFER TO LANDSCAPE 6" PERFORATED CPP PIPE W/ GRAVEL SURROUNDED BY FILTER FABRIC ALL SIDES. DAYLIGHT PIPE EA. SIDE OF STRUCTURE COORDINATE LOCATION WITH GRADING. �i architecture planning Interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us OF Q P...... N hd hd co ( P co i 'AR97488 r V � z sTFRED AR�� a a W N This item has been electronicaly signed and sealed by Sean Sukhu, R.A. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly limted to the original site for which it was prepared. L ® N Go a LLJ ( 7 ® UJ ne 51.V owr i U UJ w= "— Y . w L ^/ IL- O- PROJECT ISSUE DATES: AOWNER CHANGES 2021.04.21 COMMEN SRT 2021.07.29 FILE COPY SHEET NAME BUILDING SECTIONS Project Number: 2020 101 DATE: 2020.12.23 SHEET NUMBER A301 A2 BUILDING SECTION SCALE : 1/4" = 1'-0" CAST -IN -PLACE CONCRETE STAIR APPROXIMATE GRADE 5/8° PLYWOOD EXTERIOR SHEATHING ENGINEERED WOOD TRUSS ICYNENE CLASSIC ULTRA R20 OPEN CELL SPRAY FOAM INSULATION WITH INTEGRAL IGNITION BARRIER 12 2 r- - — IMPACT RATED B90R — AS SCHEDULED PORCELAIN TILE PER OWNER - OVER WATERPROOFING SYSTEM PRE -FINISHED — ALUMINUM GUARDRAIL 21 — — — — r SMOOTH STUCCO OVER CONCRETE r SMOOTH STUCCO OVER METAL LATH OVER r DENSGLASS OVER METAL FRAMING PORCELAIN TILE PER OWNER - OVER WATERPROOFING SYSTEM PRE -FINISHED —� ALUMINUM GUARDRAIL WALL SECTION SCALE : 1/2" = 1'-0" II I I II II II II I II II TI — II ll - II 5/8" PLYWOOD EXTERIOR SHEATHING — II i ENGINEERED WOOD TRUSS ICYNENE CLASSIC ULTRA R20 OPEN CELL SPRAY FOAM INSULATION WITH INTEGRAL IGNITION BARRIER 12 Q 8F_ 2�LOTT LEVEL ° SMOOTH STUCCO OVER LATH IMPACT WINDOW AS SCHEDULED SECOND FLOOR Rit BATT INSULATION T#" SMOOTH STUCCO OVER MASONRY IMPACT DOOR AS SCHEDULED APPROXIMATE GRADE - 0'—° P a T.O. SLAB 1I5dI -1 TREATED COMPACTED SOIL MKT® J" TYPE X GYP. BD. POLYISO RIGID INSULATION .750 R5 J" GYP. BD. OVER ON 1X FURRING STRIPS CEMENTTNOUS WATERPROOFING ALL SIDES AT TYPICAL OPENING J" PLYWOOD SUBFLOOR ON ENGINEERED WOOD FLOOR TRUSS I I I" TYPE X GYP. BD. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC i i i=iTi=iTi-iTi-i i i - I � I-� � I -III -I WALL SECTION SCALE : 1/2" = 1'-0" architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us OF F he co D o V v o a P 0 AR97488 :� IL N a FRED ARG w Vl This item has been electronically signed and sealed by Sean Sukhu, R.A. on the date and/or time stamp shown uwg a dkidat signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shag remain their properly. Tttis document is not suitable for use on other projects or in other locations. Publication is e)pressty limited to the orig'Inal site for which it was prepared. i coN UJ M U ce LL. LU U 4A` W ui y CA_ O O Lf) U_ O1- PROJECT ISSUE DATES: QOWNER CHANGES 2021.04.21 3 COMMEN SRTM2( 21.07.29 FILE COPY SHEET NAME BUILDING SECTIONS Project Number: 2020.101 DATE: 2020.12.23 SHEET NUMBER A302 a I I Ll I� I� II I, � II \ iI F FT -E I I I I i 36" HIGH GUARDRAIL TO RESIST PASSAGE `o OF 4" SPHERE PER R312.1.2, FRBC ; I� STAIR T ( � o STAIR DATA: ` WOOD STAIR TREAD AND RISER 36" HIGH GUARDRAIL --11-�1 C'' 1" NOSING, TYPICAL TO RESIST PASSAGE d OF 4" SPHERE h PER R312.1.2, FRBC I \ \. 34" HIGH HANDRAIL \ PER R311.7.8, FRB \\ 91 LANDING 9 TRE DS AT 12" EACH — `\ 9 S AT 12" EACH LANDING --LANDING \ FUTURE STAIR LIFT AND TRACT SHOWN `\ DASHED; TYP. i 1 +H4=— i 1=—H+ - � I f=H 1=H I=H 1=1 1=H 1=H I-=-H 1 —�H=--H 1= STAIR DETAIL SCALE : 1/2" = 1'-0" I fYKII STAIR DETAIL SCALE : 1/2" = 1'-0" GUARDRAIL/HANDRAIL TO RESIST PASSAGE OF 4" SPHERE PER R312.1.2, R311.7.8 WALKLINE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY I , architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us OF F< IMP. PN s c W y : V caeo c : CO +* - AR97488 U S Z FRED Q AR W VJ This item has been electronically signed and sealed by Sean Sukhu, RA. on the date and/or time stamp shown using a d'Igtd signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document Is an instrument of service and the property of Sun Patrick Architecture, INC. AA260038D6 and shag remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original sife forwhich It was prepared. ® l CID UJ ` U Q au �_ N U V L N h i � � cob - PROJECT ISSUE DATES: SHEET NAME STAIR DETAILS ProjectNumber: 2020,101 DATE: 2021.03.15 =HEETNUMBER 03 EXTERIOR DOOR SCHEDULE DOOR# MANUFACTURER SIZE TYPE GLASS FINISH PRODUCT APPROVAL 001 THERMA TRU 3'-0° x 8'-0" x 1 in FIBERGLASS OUTSWING ENTRY DOOR YES 0.3 0.15 FIBERGLASS FIiEINURS FL-204M 002 PGT 12'-0" x 8'-0" x 1 i° PGT SGD-5570 THREE PANEL GLASS DOOR YES 0.3 0.15 VINYL VINYL FL-251 PGT 3'-0° x 8'-0" x 1 PGT FD-555 VINYL FRENCH DOOR YES 0.3 a15 VINYL. VINYL FL-253 E005 PGT 3'-0" x 8'-0" x 1 in PGT FD-555 VINYL FRENCH DOOR YES u 0.15 AWL VINYL FL-253 CLOPAY 9'-0 x 8'-0 x 1 1 GRAND HARBOR SERIES 4, GH41 WA MIA WA sIEtL/0oT1PSITE sIm FL 15479 006 CLOPAY 9'-0" x 8'-0" x 1 in CLOPAY WINDCODE SECTIONAL OVEHFAD DOOR B I 4 H N/A N/A N/A SIMADWPOSTE S.TEE, FL 15-279 007 PGT 3'-0° x 8'-0" x 1 PGT FD-555 VINYL FRENCH DOOR YES 0.3 0.15 VINYL VINYL FL-253 008 PGT 12'-0" x 8'-0" x 1 'i" PGT SGD-5570 THREE PANEL GLASS DOOR YES 0.3 0.15 VINYL VINYL Ft-251 009 PGT 3'-0" x 8'-0" x 1 in PGT FD-555 VINYL FRENCH DOOR YES 0.3 0.15 FL-253 010 PGT 12'-0" x 6'-8" x 1 in PGT SGD-5570 THREE PANEL GLASS DOOR YES 0.3 0.15 VINYL VINYL FL-251 r r c INTERIOR DOOR SCHEDULE DOOR# MANUFACTURER SIZE TYPE GLASS FINISH REMARKS TEMPERED OBSCURED EXTERIOR INTERIOR 101 TBD 2'-6" x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR N/A N/A PAINT GRADE PAINT GRADE 102 TBD 3'-0" x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR YES MIA PAINT GRADE PANT GRADE 103 TBD 3'-0° x 8'-0" x 1 in 2 PANEL SOLID CORE POCKET DOOR N/A N/A PMNr GRADE Port GRADE 104 TBD 2'-8° x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR WA N/A PAINT GRADE PART GRADE 105 TBD 2'-80 x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR N/A N/A PAINT GRADE PANT GRADE 106 TBD 2'-8° x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR WA N/A PMNr GRADE PAINT GRADE 107 TBD 2'-8° x 8'-0" x 1 2 PANEL SOLID CORE HINGED DOOR N/A N/A FAINT GRADE PAINT GRADE VENT GRAL 108 TBD 2'_3" x PAI 0° x 1 2 PANEL BI-PASS WA N/A PAINT GRADE PAINT GRADE 109 TBD 2'-8" x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR N/A N/A PAINT GRADE PAINT GRADE 201 TBD 3'-0° x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR N/A N/A PAINT GRADE PAINT GRADE 202 TBD 2'-0° x 8� 0° x 1 2 PANEL BI-PASS N/A MIA PAINT GRADE PAINT GRADE 203 TBD 2 -8 x 8 -0 x 1 2 PA EL SOLID CORE POCKET D OR N/A N/A PMN� GRADE PAINT GRADE 204 TBD 3'-0° x PAIR 0" x 1 2 PANEL SOLID CORE POCKET DOOR N/A N/A PAINT GRADE PAINT GRADE 205 TBD 2'-6° x 8'-0" x 1 in 2 PANEL SOLID CORE POCKET DOOR N/A N/A PAINT GRADE PAINT GRADE 206 207 TBD 2'-60 x 8'-0" x 1 in 2 PANEL SOLID CORE POCKET DOOR N/A N/A PAINT GRADE PAINT GRADE 208 TBD 2'-6° x 8'-0" x 1 }" 2 PANEL SOLID CORE HINGED DOOR N/A N/A PAINT GRADE PAINT GRADE VENT GRILL 209 TBD 3'-0" x 8'-0" x 1 in 2 PANEL SOLID CORE POCKET DOOR N/A N/A PAINT GRADE PAINT GRADE 210 TBD 2'-6" x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR N/A N/A PAINT GRADE PAINT GRADE N/A N/A PAINT GRADE PAINT GRADE 301 TBD 2'-6" x 8'-0" x 1" 2 PANEL SOLID CORE HINGED DOOR N/A N/A PAINT GRADE PAINT GRADE 302 TBD 2'-60 x 8'-0" x 1 in 2 PANEL SOLID CORE HINGED DOOR N/A N/A PANT GRADE PAINT GRADE ROOM FINISH SCHEDULE SYMBOL FLOOR BASE WALL CEILING REMARKS MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH A CONCRETE N/A STUCCO/ GYP. BD. SMOOTH GYP. BD. SMOOTH STEEL TROWEL FINISH ON SLAB B PORCELATILE IN PTD WOOD GYP. BD. SMOOTH GYP BD. SMOOTH AS SELECTED BY OWNER C CARPET FTD WOOD GYP. BD. SMOOTH GYP BD. SMOOTH AS SELECTED BY OWNER D PORCH IN TILE/WOOD GYF¶LBD. SMOOTH GYP BD. SMOOTH AS SELECTED BY OWNER E PAVERS N/A STUCCO SMOOTH STUCCO SMOOTH SAND SET PAVERS F PORCELAIN TILE N/A STUCCO SMOOTH STUCCO SMOOTH WATER PROOFING W/PROTECTIVE LAYER AND DRAINAGE MATT EXTERIOR WINDOW SCHEDULE TAG MANUFACTURER SIZE TYPE GLASS FINISH PRODUCT APPROVAL HEIGHT A.F.F. REMARKS EXTERIOR INTERIOR A PGT 5'-0" x 6'-0" PICTURE GDW-E VINYL VINYL R. 243 a'-0' WHIT FRAME B PGT 2'-8" x 6'-0" CASEMENT LOW-E VINYL VINYL. R. 245 e' o' WHIT FRAME, EGRESS WINDOW C PGT 2'-8" x 5'-0" CASEMENT LOW-E VITAL VINYL FL 245 e' o' WRITE FRAME D PGT 3'-0" x 6'-0" CASEMENT LUN-E VINYL VINYL FL 245 a'-0 WRITE FRAME E PGT 2'-8" x 4'-8" CASEMENT L'-E VINYL vim R. 245 W-0' WRIT FRAME F PGT 11'-8" x 6'-0" PICTURE LOW-E VINYL VINYL FL 243 8'-0' WHIT FRAME, PRATE FRAME ASASSEBLY IUU A BRED PER PRM= APPRDG PGT 2'-0" x 4'-8" CASEMENT LOW-E VINYL VINYL EL 245 8'-0' WHIT FRAME H PGT 4'-4" x 4'-8" PICTURE LOW-E VINYL VINYL EL 243 a'-0' WHIT FRAME I PGT 3'-0" x 6'-0" CASEMENT LOW-E VINYL VINYL R. 245 e'-0' WHITE FRAME EGRESS wRDUW J PGT 4'-6" x 3'-0° PICTURE LGW-E VINYL VINYL FL 243 e'-0' WHIT FRAME NOTES: 1. ALL GLASS TO HAVE MINIMUM U FACTOR - 1.04 AND MINIMUM SHGC - 0.25 ; REVIEWED FOR CODE D COMPLIANCL COUNTY socc ",..F 0 ,' 3" UNFACED SOUND BAIT —ON INS WHERE INDICATED 2x4 WOOD STUD WALL 2x4 WOOD STUD WALL WITH 5/8" GYP. BD. EA. SIDE WITH 5 8" GYP. BD. EA. SIDE (W.R. @ WET AREAS & DUROCK (W.R. WET AREAS & DUROCK ® WALLS w/ TILE FINISH) — TYP. ® WALL w/ TILE FINISH) — TYP. 20 WOOD STUDS 20 WOOD STUDS 24" c/c MAX. Ae 24" c c MAX. FAI FBI TYP. PARTITION TYPES N 2"VTR 2 LAV I f � I 2„ 1 LAV CO LAV 3" 4„ J W.C. 3 2" " SHOWER 4 11 / 4„ UIDr UoAL. I DI POSAL 2,.I O WASTE RISER DIAGRAM 4„ 2" 3" UNFACED SO -ND ,GATT —ON PINS WHERE INDI ATE —DOUBLE 2 4 WOOD STUD WALL W 5 8" GYP. BD. EA. SIDE.R. 0 WET AREAS, & IDUROCK WALLS, w/ TILE FINISH) —, TYP. 2x4 W 24" OD c/c TUDS MAX. POLYISO INSULATION R4.5 ILJ�,,7-5/8" CMU MASONRY I GYP. BD. ON FURRING STRIPS (PROVIDE 2x METAL STUDS WHERE REQUIRED FOR MEP ROUGH -INS AT EXTERIOR WALL LOCATIONS) 2"VTR �16 I "I 4„ 4" „ 2 VTR 2- WASHER II I WASHER 2„ W.C.. 3" ' LAV 3„ 2,. W.C. 4" I SHOWER 3,.I 2" 2,. 3" TUB 2^ 2„ 4" 2" LAV 4" U 2'., N LAV 4„ 4" WASHER SINK 3 SHOWER 2„ 2 4" 4" 4" 4" 50 ' GYP. Buu. WALL 2" x 4" WOOD STUD 2" x 4" NAILER WOOD TRIM 0 DOOR CASING AS SELECTED BY OWNER WOOD JAMB STOP BUILT INTO DOOR FRAME HEAD SIMILAR 6 IN T._DOOR_JAM B______ SC ALE: _3"_=_t'-0 architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us Y OF F' Ne Go co CO S.0.�'; AR97486 r V .Qa. a STFRED AR�� LU to This item has been electronically signed and sealed by Sean Sukhu, RA. on the date and/or time stamp shown using a digtal signoiure Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Q 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shah remain their property. This document Is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site forv,4Mch it was prepared. 000 M s ® ZLL u- ULLIN IIk: N h � � i0 O� PROJECT ISSUE DATES: REVIEWED FOR CODE COMPLIANCE SHEET NAME sT" LucIE COUNTY B®CC .PLUMBING RISER MISC DETAILS COP Y Project Number: 2020.101 FILE CO• • DATE: 2020.12.23 SHEET NUMBER 0 r �ii wilk"m llmw= 0 WASHER/ I 00(Y;V 0R1� wAsn loos a -i 7�+1 n n �sic EWH EAM 1007 A =---------- 0 ( 0 0 ( 0 Qb CO�1 E 9-6 ERVICE LOAD CALCULATION Optional JOB Method CODE RULE LOAD DESCRIPTION LINE NEUTRAL 220.30 220.3(B) General Lighting and Receptacle = 3W/Ft x 3,619 10,857I 10,857 Small Appliance x4 6,000 6,000 Garage Door x 2 2,400 2,400 Ricrowave 1,500 1,500 ange (ELEC) 8,000 8,000 Bathroom x4 6,000 6,000 efrigerator x 2 3,000 3,000 ashinqq Ma hine x2 3,000 3,000 ryer (ELEC�.x2 10,000 10,000 ish Washer 1,500 1.500 isposal x2 1,720 1,720 ater Heater (ELEC) 4,500 4,500 ool Pump 2,400 0 Pool Lights 200 0 Salt Generator 480 0 I rigation Pump 2,400 0 Well Pump 2,400 0 TOTAL OF OTHER LOAD 58,477 66,357 PPLICATION OF DEMAND FACTORS First 10,000VA ® 100% 10,000 10,000 Remainder @ 40% 22,543 19,391 Heating & Air Conditioning Compressor and Fan 25A*240V (2) 0 Heating (Strip) 1Okw 0 65%' (2) 13,000 0 (Air Conditioning ignored) SERVICE LOAD 45,543 29,391 ELECTION OF SERVICE EQUIPMENT TABLE 310.16 1. Service Rating: 45,543/240V = 189.8 Amps Neutral: 29,391/240V = 122.5 Amps 60 AMP 60 AMP DIS C. A/C #2 0 PANEL 11OD41 A I F-1V i------------- H.B. ELECTRICAL NOTES 1. PROVIDE GA CIRCUITS FOR ALL BATHROOM, GARAGE EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL WIRE SHALL BE THWTI COPPLR,'UNLESS NOTED OTHERWISE - VERIFY WITH BUILDER. 2., PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND LIMITS. 3.. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE OR ANTENNA IN ATTIC) AS SHOWN PER CONTRACT. 4. ELECTRIC FIXTURES AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 5. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMF�NT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER S RECOMMENDATIONS. - I 6. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE 2011 FLORIDA FIRE PREIVENTION CODE 20177FLORIDA BLDG CODE2,(6TH2EDITION), LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO T}lE N.E.C. I 7. EQUIPMENT WHERE APPLICABLE WILL BE LISTED WITH THE UNDERWRITERS AND SPEdnCAIIION§ QUALITYINC NOT OABEb REDUCED THE ABOVE MDENTIONEDVCODES. 8. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF OUTDOOR, NEMA 1 INDOORI. ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 10. ACCEPTABLE FORINDOORS. 120V,15X IS ALL D P FEEDING BEDROOMS DETECTORS, & LIVING AREAS MUST HAVE ARC FAULT PROTECTION. 11. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. I 12. STEREO PRE -WIRE, SPEAKKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIO/VISUAL CONSULTANT.COMPANY. 13. ALL THERMOSTAT LOCATIONS TO BE COORDI ATED AND APPROVED BY CONTRACTOR 14. PRIOR TO CONSTRUCTION. COMPLY ALSO V NOTE p25. ALL CENTRAL VACUUM INLET PORT LOCAl10NS TO BE COORDINATED AND APPROVED I BY CONTRACTOR PRIOR TO INSTALLATION. 15. INCOMING ELECTRICAL SERVICE LOCATIONS TO BE COORDINATED WITH F.P.L.TRANSFORMER LOCATION. 16. FIELD VERIFY LOCATION OF F.P.L. ELECTRIC METER AND DISCONNECTS. COORDINATE I HOSE 4LOCATIONS TiOF IN CTR C OUTLETSSE BI gS, SHOWERS, A/C CONDENSING UNITS, ETC 17. MAXIMUM NUMBER OF RECEPTACLES PER CIRCUIT SHALL BE PER APPLICABLE CODES. 18. ALL RECEPTACLES 1WTHIN 6'-0 OF SINK SHALL BE G.F.I. OUTLETS. E 19, ALL CLOSET LIGHTING SHALL COMPLY WITH NEC 410.16 20. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 21. ALL RECESSED HI -HAT LIGHTING FIXTURES TO BE TYPE IC RATED WITH NO MORE THAD I 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO ATTIC AS PER ASTM E283-91.TESTED AT 75 PA AND LABELED, 22. FIELD VERIFY HEIGHT OF ALL WALL MOUNTED LIGHT FIXTURES. I. 23. IF THE HOME HAS GAS APPLIANCES OR AN ATTACHED GARAGE, THEN CARBON SLEEPINGROOMS. BE HARD I DETECTORSSHALLSHALL WIRED HAVEEISELF C NTAINED 24, PROVIDE TAMPER RESISTANT RECEPTACLES IN ACCORDANCE WITH NEC 406.11 & E10.52.. 25. OORDINATE ALL THERMOSTAT LOCATIONS WITH OWNER PRIOR TO INSTALLATION, 26. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE I WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS, IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT. 27. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN HIS OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS IIT IS HIS RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS MATH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ARCHITECT CONTRACTOR WILL NOT BE COMPENSATED. W.P. kp CONTRACTOR SHALL PROVIDE ACCURATt AS -BUILT DRAWINGS AND EQUIPMENT OPERATION MANUALS TO THE BUILDING OWNER PRIOR TO FINAL ACCEPTANCE OR CLOSEOUT IN ACCORDANCE WITH F.B.C, ENERGY CONSERVATION 2017 EDITION. SEE AND COMPLY ALSO WITH "ELECTRICAL AS -BUILT CAUTION" IN THESE PLANS. 28. 75% OF ALL FIXTURES SHALL HAVE HIGH EFFICIENCY LAMPS PER FBC ENERGYCONSERVA11ON CODE 2017, SECTION R 404.1. III,, LOWER LEVEL ELECTRICAL PLAN SCALE : 1/4" = 1'-0" TRANSFER TRANSFER SWITCH SWITCH C B A 125 AMP 200 AMP 200 AMP O BREAKER BREAKER BREAKER PANEL PANEL PANEL FPL METI (2)-#6 & (i)-#8 THWN CU- IN 1" CONDUITS TO F.P.L. SERVICE LOCA N EXISTING ELECTRICAL RISER (CU) CU TO 10' GROUND ROD MECHANICAL NOTES 1. COORDINATE LOCATION OF CEILING DIFFUSERS GRILLES REGISTERS IN THE FIELD. WITH ELECTRICAL LIGHTING, AND ARCHITECTURAL ffLEMENTS.' 2. COORDINA LOCATION OF A/C UNITS AND FANS NATH BUILDING STRUCTURE SO THAT NO INTERFERENCE'S OCCUR. 3. BUILDER TO COORDINATE ALL DUCT LOCATIONS WITH ALL TRADES SO THAT NO INTERFERENCE OCCUR. 4. FURNISH AND INSTALL DISCONNECTED SNATCHES. HARING , AND CONNECTIONS ON AIR CONDITIONING AS REQUIRED. 5. SEAL ALL DUCTS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 6. PROVIDE AND INSTALL FLEXIBLE CONNECTIONS OF APPROVED TYPE AT ALL A/C UNIT SUPPLY AND RETURN DUCT CONNECTIONS AND AT ALL FAN CONNECTIONS (AT THE INDIVIDUAL PIECES OF EQUIPMENT). WHERE APPLICABLE. 7. THERMOSTAT LOCATION SHALL BE APPROVED BY THE BUILDER AND/OR OWNER BEFORE! INSTALLATION 8. ALL EXHAUST FANS SHALL BE A MINIMUM OF 10'-0" FROM ALL A/C UNIT FRESH AIR INTAKES. : qq 9. SWITCH WIT H TOILET OIEX OTHERWISE EPARD TELY FROM BATHROOM LIGHT FIXTURES (UNLESS OTH10. AIR CONDITIONING CONTRACTOR SHALLL VERIFY SIZE AND LOCATION OF ALL EQUIPMENT AND DUCT WORK. AC CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A/C EQUIPMENT SPECIFittDD ON THE ENERGY CALCULATIONS. ELECTRICAL LEGEND Me AIR SNATCH $ - SNATCH e - RECEPTACLE SINGLE OUTLET $3 - SWITCH MULTIPLE - RECEPTACLE DOUBLE OUTLET $4 - SWITCH 46VIN W 4 WAY - RECEPTACLE 0 42" A.F.F. $D - SWITCH NTH DIMMER GVP - RECEPTACLE GROUND FAULT IN Q - PUSH BUTTON P_ RECEPTACLE EXTERIOR ® - EXHAUST FAN - RECEPTACLE TRIPLEX OUTLET 10 - INTERCOM - RECEPTACLE DUPLEX SPLIT ® - SECURITY KEY PAD - RECEPTACLE QUADRAPLEX 10 - CENTRAL VACUUM RECEPTACLE - RECEPTACLE TRIPLEX SPLIT D - SMOKE DETECTOR (120V) - RECEPTACLE SINGLE SPECIAL PURPOSE - CABLE TV OUTLET AND RECEPTACLE - RECEPTACLE DUPLEX SPECIAL PURPOSE ,, �j COORDINATE MOUNTING HGT. W/OWNER DP - SPECIAL PURPOSE CONNECTION - TELEPHONE OUTLET 0 - LIGHT CEIUNG MOUNTED - THERMOSTAT ELECTRIC ® - LIGHT CEILING WALL WASHER L3- DISCONNECT �(, - LIGHT CEILING RECESSED $ -ELECTRIC METER "P. LIGHT RECESSED VAPOR PROOF DOOR CHIME } - LIGHT WALL MOUNTED ®- ELECTRICAL PANEL ®- EXIT LIGHT W/ SHAPES - EMERGENCY LIGHT - EXTERIOR FLOOD LIGHT - LIGHT FLUORESCENT REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PROVIDE 1" r--- — — — --J EXPANSION — �IUITJ7— _---- L--------- I MW-4 _I I I I ----------- —=-----------�--I I I Ir— F 0.1 3 2 I 3 I 0 I 4, CONC SLAB _ ON GRADE � ,n ti N I d I f 6x6, . W1.4 x WI.4 WWF o N 1O MIL BARRIER J I u_ N COMPACTED, TREATED P CTED I- SUB SOIL (TYPICAL) ) L ] _ EL. z o v, EL. 4 0 I T:O FINISH GRADE T:O: FINISH GRAD .l t_--- ...— — — — — — — — — r 1 L — — — — — — — — — — MF20.24A — — — — —<r — — 4 4 r l' N L 3 0 N u. I SHEAR WALL/ LOAD BEARING SCHEDULE BOTTOM SILL # OF MARK SHEATHING EDGE FIELD HOLD DOWN PLANK STUDS MATERIAL NAILS NAILS 0 EDGE OF WALL ATTACHMENT END OF WALL 19/32 PLYWOOD SIMPSON`,HTT5 5 8" 0 EXPANSION / (2) 2x SW— 1 8d NAILS ®6 o.c. 8d NAILS ®6 o.c. & SIMPSON PAB5 BOLTS (6 EMBED) SELECTSTRUCTURAL :. SHEATHING ONE SIDE ANCHOR' BOLT 032"0 0. (WOOD :TYPE) 19 32 PLYWOOD SIMPSON -HTT5 5/8„ 0 EXPANSION (3) 2x i — SW 2 SHEATHING ONE SIDE Sd NAILS ®6 o.c. " Sd NAILS o.e: & SIMP$ON PA65 BOLTS 6 EMBED ( ) . STRUCTURAL t SELECTS R ANCHOR` BOLT CdJ 32' o.c, << WOOD TYPE ( ) 19 32 PLYWOOD 5 8 .EXPANSION / " 2 2x LB-1 8d NAILS ®6' o.c. A @ 6 o.c. 8d NAILS — BOLTS 6 .EMBED ( ) SELECT STRUCTURAL' SHEATHING ONE SIDE WOOD TYPE architecture planning interiors sparcdesign Jupiter Commerce Park 30 p 21 Jupiter Par k Circle Suite 102 iter, FL 33458 Jup , t 561.203.7539 www.sparcdesign.us' i L , I h 777 l :NOTES I I : I „ N.. MEMBERS, . .MAX AND MI 3 -STUDS SHALL BE x4 WOOD' STUDS �16 o c i. FRAMING SUPPORT MEMBERS (STUDS) L 2 b I is y y INTO CONCRETE. A ALL BE EMBEDDED MIN. SIX INCHES 2. ANCHOR BOLTS FOR EXTERIOR WALLS TO FOUNDATION SHALL E Y 00 I I I I I I w I T POUR THE USE OF A SIMPSON ANCHOR MATE I TO HOLD THE ANCHOR BOLTS `IN PLACE BEFORE THE CONCRETE 00 U aQ M _ ^7 O : I 'I I � _ i I ANCHORBOLTHOLDER .SYSTEM IS RECOMMENDED. EXPENSION BOLTS OR SHOT PINS MAY BE AT a10 I Q � cv I iI 3 I I I > 4„ I' I , I I I I I TERIOR WALL AWAY FROM ;EDGE OF'SLAB OR -SLAB STEP DOWN PER SUPPLEMENTALiNSTRUCTIONS. a- Q Q I IN ( ) Q I. Z 1 V ONE ANCHOR BOLT A USED EACH SILL PLATE PIECE. PROVIDE 3.'A MIN. OF TWO ANCHOR BOLTS SHALL BE USE Q I w ,. Il I S SHALL NOT EXEED N ICE NORMAL BOLT SPACING FOR SILL PLATE S 48 o.c. NINE OF EACH END PIECE. I, MIN. WITHING N y I 4. PROVIDE OP P ' CONTINUOUS DOUBLE 2X TOP PLATE AT 'ALL- WALLS. U.N.O.: LAP .SPLICE T PLATE. ASPER TYPICAL 2 I I DETAIL ON S-7. I (I -a ..... -ILI SL OPE SLOPE OF WALLSPLANS OR DETAILS. elecIro: n. ca11 ned s been n signed This item has _ I SHEAR UNLESS NOTED OTHERWISE ON 4 #6 BARS 5. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS and sealed by Sean SuhR.A. on tJ I;r 6: PROVIDE 2zFULL WIDTH WOOD BLOCKING � 4and/or 0 o.c. VERTICAL the date tlmesiamPsho — id N usinga digital signature d , #3 ®12 o.c x8 -6 N� I I; I � 7N 0 Printed copies ofihrsdocument are not o 3C5I N - ,' I 3 N l ., l v considered signed and sealed and : � I , . w :I � : the signature must be verified on any electronic copies. o 1 IN i, EL. 0' -o T.O. SLAB i_ e I, I .- r I : %I I I' I' l s I: t, I ; , I x I' I 1 _ I Fli- <J I. r , I TL I; I M L r I; N I- MF20.24A _JI 1 1 MF20.24 A I . { I L — J I- e 1 _I _—'—J N :I I : : =:C2Dn:_ I IJ NI : J L MW 3 #5 o.c. _. �. F30 .: s_B F40 F40 F20:12 —,M 0.12.-- ---`J FOOTING SCHEDULE MARK 'SIZE REINFORCING 3 #5 CONT. BOTTOM F20.12 2'-0" x: CONT. x 12° 5 ®48. o.c. TRANS.: BOTTOM # „ 3 5 CONT. BOTTOM ()# F30.12. S—O" x CONT. x 12"' #5 ®48"o. c. TRANS.. BOTTOM ' : 45 CONT.BOTTOM MF20.24 2'-0" x CONT. x 24°.. M & #5 048"o.c TRANS.. BOTTOM (4) #6 CONT. TOP &: BOTTOM MF20.24A 2'-0" x CONT, x 24" & 2 # 6. SIDE BARS W/ #3 010"o.c. STIRR. F30 3'-0" x 3-0" x 12". (4)#5 E.W. BOTTOM F40 4'-0" x 4'-0" x 12": (4) #5 E.W. BOTTOM F4050 4'-0" x 5'-0" x 12" (5) #5 E.W. BOTTOM (7) #6 CONT. TOP & BOTTOM F56.26 5'-6" x CONT. x 26" & #6 09"o.c. TRANS. TOP & BOTTOM (4) #5 CONT. TOP- & BOTTOM F30.16 3' 0" x CONT. x 16" & #5 010"o.c, TRANS. TOP& BOTTOM © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of 'Sun Patrick Architecture, INC. AA26003806, Th's document is ' and shall remain theirproperty.i not suitable for use on other projects or in other locations. Publica is Publication a ss limited to the xixe b original in site for which it was prepared. L G C4 Co V. Lu •— M J W LLJ a 3 U n W N � O O l 1 4 1 s-s MIN: THICKNESS II ONE WAY SLAB --- — 71 W/#5 012 o.c. — — • u.. . - MIDHEIGHT, BOTL ' ' I - E.W. HOOKED AT END CONCRETE STAIR -0NGRADE I ' (SEE TYPICAL DETAIL) i EXP.: JOINT - II - EXP. JOINT — -- ------ architecture —=— planning O O I interiors w a0J 6(MIN TH„oIC.N ES ) s ar desi n OA.._ ONE WAY SL<B Jupiter Commerce r e Park a. , s c /# BOTT DROP BEARING G 3„>THIS AREA I ! I '& AREAS 2 2x4 FLAT I D UP ARE BUILD 3021 Jupiter Park Circle p -- NAILED TO TOP OF TRUSSES. I Suite 102 iter, FL 33458 _ ! I i 1.2 t 56 03.7539 ': � " : 1 6 DEEP SYSTEM 42 -. 'Il SCHEDULE PLYWOOD SHEATHING NAILING LE m -� Tc 1 5_,o � u s , o f TRUSSES ®24 0.G s , wwws www.sparcdesign.us p 9 .. ... TYPE PLYWOOD T NAIL SIZE NAIL SPA REMARK S .,..; EDGES & INTERMEDIATE I ` SUPPORT .... ..,.... � I. : 'PROVIDE TRUSS "0 Z —�-1--- 3 4 TONGUE GROVE to 0 SPIRAL STAIR TRUSS o ' Sd 6„ oic. �L co 00 U O M TRUSS DES G PLYWOOD SHEATHING — O DESIGN TRUSSES FOR LOAD '; a FROM STAIR a , , - r- o- ..p Q o: C4 AL N 2 r N 16 DEEP SYS TEM; 42 { ., , ' 16 DEEP SYSTEM42 , �2 0 .C. TRUSSES 4 , TRUSSES. ®2 4 O.C. , ,. r : - :.: electronically signed This item has been electron ca N ` N THICKNESS),ONE WAY CONCRETEa 1_ INDICATES SPAN OF 6 M SLAB <; dsealedb S ukhu R.A. on n, N 19 DEEP SY E TEM 42 shown t and/or time slam o '.Thedaea p 2 I, I; " AN FOR: ADD'L R WITH 4 ®1 o.a BOTTOM'. E.W. SEE PLAN REINFORCEMENT. N 2 ORCE # , { a digital signature using 9 ' I se r i TRUSSES 240C I O I ,Punted copies of this document are not 3: - i ,;} - INDICATES 4 ®12 o.c. TOR 2 : DI E : considered signed and sealed and , c I I I: ;.Th signature must bevetlfiedon e 9 I any electronic copies. 8 I N 0 -4 EL. 1 tf r l { 3 4 TONGUE / &GROOVE I s s CAB' T 0 , I _ ,.. PLYWOOD SHEATHING 3, PROVIDE R , T .AROUND PE 8x16 MASONRYBOND BEAM. W 2 5 TOP & BO T PERIMETEROFPafick � M / # Architecture, INC. C 2019 Sun , Q I , 1 7 BUILDING. TOP OF BEAM IS TOP OF FLOOR. rhls Documents o I an fservice >' M and the property o :. I .. •:'. J _ _ WI R MASONRY HALL BE MW 1 UNLESS NO OTHER S AN. 4. ALL EXTERIOR M SO S EON PL t INC.AA26003806 Sun PafickArchdec Architecture, U : :.. _:. a V WALL CORNERS AND INTERSECTIONS. PROVIDE 1 5 AT ALL :and sha�rema In their property. mrs document a: Pf. P riy -, .. , WOOD. BEARING " Y echonnother not suitable for use on other ' 2 y' I , L ' WA BELOW: WALL - • L IN MASONRY WALL, 5 INDICATES ADDt 5 BAR INGOUTED CELL # Publication rs e ss limitedto the locations. wxe N original d for which dwas red. on na site prepared. 9 , • 1 ;..-: WOOD. BEARING W ALL BELOW ..WOOD 8 FARING `.WALL BELOW: :.," I, SEE 8 `: H TH TO, TRUSS DEPT ® ALL BELOW CHANGE E W_ i ,. 2 TO E PLACED OVER OPENING, T PRECAST LINTEL B L INDICATES CA TORE E L N 6. PC S G, .,.' E NOTE , SEE SCHEDULE -0N, 5 3 SEE AROH L ;. - VERTICALS AND 3 C�8 o.c COLUMN WITH 4 6 7. TC 1 INDICATES Sx16 TIE CO,TIES r` T , _ W T ALIGN WITH 4 2x4 x N T STRUCTURAL WOOD STUD 0 8._ (4) 2 4 DENSE SELECT O POST ABOVE , L CVPROVIDE H Ir 4 SIMPSON MSTC S2 STRAP TIES BETWEEN W00 STUD. 00 (I) 0% 2 „. Iia6 II DEEP SYSTEM 42 _ o_ LL PCL-2 - TRUSSES ®24"O.C. SIMPSON HUC- - .' FACE MOUNTED HANGER. _Mwz 0 A II O - E R� NG9NEER E I wooa ;T ussE H 3x8 WOOD BEAM -1 3 I O CO J 0 a B 5 3 : 1, d Z w L m O B -4 _ {I I I O m B 4 B_ 4 . B-4—'; ; WOOD BRACKET BY :_.ENGINEER.�77 DELEGATED 2 s ,o 8" CONCRETE C SLAB E.W. ; 1 s-5 a BEAM SCHEDULE MARK SIZE BxH (inches) ) REINFORCING STIRRUPS 80TT .TOP- I NT TIES SPACING TS-1 8x16 2#5 ;2#5 - #3 ...0 12"o.c, .:. B-1 8A6 2#7 2#7 - #3 "® 6"o.c. -- B-2 8x24' 2#5 2#5 4#5 #3 0 10"o.c, `. B-3 8x26 2#6 2#6: 4#5 :. #3 011"o.e. B-4 1205 '2#5. 2#5.: - #3 :- 0 Cox, B 5 8x16" 2#5 2#5 #3 ® 4"o.c. ® LU L3 Q t� -a � cJ U `n L W LLI — LLB N 4' L ® O it /L/®n V� PROJECT ISSUE DATES: R VI FOR _ E AST s-e I j I L-1 F-__1 s-e L_J L_J LOFT LEVEL FRAMING PLAN SCALE: 1 /4'=1'—O" 1. — INDICATES SPAN OF 6" (MIN THICKNESS) ONE WAY CONCRETE SLAB WITH #4 @12"o.c. BOTTOM E.W. 0 2. — INDICATES #4 012"o.c. TOP. 3. PROVIDE 8x16" MASONRY BOND BEAM W/ 2 #5 TOP & BOTT. AROUND PERIMETER OF BUILDING. 4. FOR TRUSS TIE DOWNS SEE S-4. 5. PCL-1 INDICATES CASTCRETE PRECAST LINTEL TO BE PLACED OVER OPENING. SEE SCHEDULE ON S-3 la 0 PRE—ENGINEERED WOOD TRUSSES 24" O.C. CASTCRETE PRECAST LINTEL SCHEDULE MARK CASTCRETE LINTEL TYPE PCL-1 8F8-1B/1T PCL-2 8F16-1B/2T PCL-3 8F24-1B/2T A BOTTOM CHORD OF PRE—ENGINEERED WOOD TRUSSES A Structural Drawing Updated Based on Architectural Backgrounds Dated 04-29-21 F)tiilip j. RYZg n^ rn{y I?9 RE-vIEr CODE G a is t>if ST. LUCIE Cop Port( FILE COPY PERMIT SET 12/23/2020 spairedesign architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us 7 S !C O � N O YCIDCIO VCID M v o �a o CL Q Q Z Q Q W Vl This item has been electronically signed and sealed by Sean Sukhu, R.A. on the date and/or time stamp shown using a digital signature Panted copies of this document are not considered signed and sealed and the signature must be vented on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site for which it was prepared. L G N 00 - tu M >- U -� c U V tin Qi N L Im OO U_ PROJECT ISSUE DATES: A2 REVISION #2 04/28/2021 SHEET NAME' LOFT LEVEL FRAMING PLAN Project Number: 2020.101 DATE: 2020.07.31 SHEET NUMBER S-3 PROVIDE ANCHOR -STRAP -FROMTABLE BELOW AT EACH BEARING POINT FOR EACH WOOD TRUSS AND EACH GIRDER TRUSS ADEQUATE TO RESIST UPLIFT AS SPECIFIED BY THE WOOD TRUSS MANUFACTURER. TRUSS TIE DOWN SCHEDULE MARK MANUF & STRUCTURAL PRODUCT NAILS : TO NAILS ALLOWABLE LATERAL LOAD LATERAL LOAD MODEL NO. COMPONENT APPROVAL COMPONENT TO SEAT BOLTS UPLIFT PARALLEL PERPEND. .. TO WALL TO WALL.'.'. HETALON TRU12 ORRSONCRETEY FL11473.5 7-10d x 1 1/2" - - 1265 # {*) 415 # 1100 # © HETAL016 ` OR CONCRETE, FL11473.5 11-10d x 1S1/2" - 1810 # (*) 415 # 1100 # C 0 SIMPSON MGT GIRDER -TRUSS ASONRY ORONC. FL11470.7 22-10d NOTE 6, 5/8"0 3965 # (**) - DO DETAIL 20 < TRUSS/MASONRY - 18-10d x 1 1/2" - 2480 # (*) 2000 # (*) 1370 # 0 H SIMPSON TRUSS/MASONRY - 4-SOS 1/4" x 1 1/2' (4)t/4TITEN 3/4 1105 # 1005 # 0 SIMPSON HGT 2 GIRDER TRUSS MASONRY OR ONC. - 16-10d x3" 14-16d TO BEAM 2 3 4"0 / 10690 # (** - - C 0 SIMPSON MGT GIRDER TRUSS MASONRY OR. ONC: _ 22-10d x 3" 5/8"m- 3965 # - SIMPSON TRUSS/WOOD PLATE - 5-8d 5-8d - 565'# 110 # 110 # ' 1 IMP *** 2 VGT RUSS WOOD PLATE / - 32 1 4"x3"SDS / 2-5/8"0 T.B. 8900 # 1185 # 590 # Lon UJ { ', Lo U _ I 1 4 _ 0 z �. _ 0 . i I � 14 -0 , I PRE E GINEERED NOTES. PRE EN INEERED i , WOOD RUSSES = _' _ _ L __ONE PLY'M MEMBER T N. M (***)-THREE PLY E ER TWO PLY MI EMBER EE L MEMBER WOOD:T TRUSSES is � z w Lo N _ 024 2. T.B.. THRU .BOLT ® 24;� C.C. o II 3. U.N.O. _ UNLESS NOTED OTHERWISE I , „ I I EQUAL 4. APPROVED E A OR BETTER TIE DOWNS FOR THE GAME LATERAL &UPLIFT LOADS ARE ACCEPTABLE. 0 H E. .. N o_ I h1l 0 " 5. USE SIMPSON SETT EPDXY:W 12„ MIN. EMBED. N (J D o: W W N U :. 04 D Im 6. USE SIMPSON : SET EPDXY W 5 MIN; EMBED.WX _ Im a cn cT c� a I L '-..,. I cn 3 7. PROVIDE MOISTURE BARRIER A ER AT TRUSS IN CONTACT W CMU OR CONCRETE,TYP. / . -N I o w � m I- _' ._ . o : 8. SIDS INDICATES SIMPSON STRONG V '- ON S 0 G TIE STRONG DRIVE .SCREWS. O ..- I--�-- I —I d N Z o N I W 9: 5 8 ANCHOR DRILL X 4 R LL & EPDXY WITH SIMPSON SET XP ANCHOR ADHESIVE 12 EMBED). / ( ) w w :.: o o 3 _ f r WOOD W :.. I I1 I -. 10. 3 4 0 ANCHOR DRILL &EPDXY WITH SIMPSON SET XP ANCHOR ADHESIVE 12 EMBED). A A .. I .. � :. �... -.;WALL ;' .�:. , PLYWOOD SHEATHING NAILING SCHEDULE (UNBLOCKED DIAPHRAGM ) NAIL SIZE NAIL SPACING ZONE 8d RING SHANK 4" 0 EDGES, 6" ® INTERMEDIATE SUPPORTS ROOF O 8d RING SHANK 6" 0 EDGES, 6" ® INTERMEDIATE SUPPORTS ROOF O1 O2 c� w � o g — L, 20 1 2 � - I; � E - a UJ _ o E : 28 1 2 c� f CORNER DISTANCE ,_A 3.4 FEET a 1 W `.: N W. W o ( 0_. _ PAN _ TRUSS B G. L w w � , TRUSS BRIG _. m �w mm m a _ m � ;; ME €' � Al' R00 P R ' T,OsWA L a a - j— o ,, trio N w w HIP ROOF $ > 10 �o ,I aI 11 I �_I I PLYWOOD SHEATHING NAILING (BLOCKED) SCHEDULE NAIL SIZE NAIL SPACING AND DIAPHRAGM BOUNDARY 0 CONT, EDGES NAIL SPACING 0 OTHER PANEL EDGES & INTERMEDIATE SUPPORT 8d 4" D.C. 6" O.C. s_e NIP EL: 20-2 1/2" �v TRUSS BRG. , , L T.O.L I I I I 2 Pc 2 I I .- RAKE .1TIE BEAM RAKE TB-1 TIE��EA : a 1 EL: VARIES 2x WOOD OUTRIGGER PLAN sso TRU� Ss BRG./ ® 24"o.a. ROOF FRAMING PLAN 0 RAKED BEAM : GABLE ROOF $ > 10` L 45° SCALE: 1/4'=j'-D' 1. " MASONRY BOND BEAM W 2 5 TOP - PROVIDE 8x16 M / # TT. AT TRUSS BEARING ELEVATION a,, PLYWOOD 5 / SHEATHING PLYWOOD EDGE INTERMEDIATE SUPPORT AROUND PERIMETER OF BUILDING. 2. L GIRDER 'TRUSS BEARING LOCATIONS PROVIDE 2 ' AT AL ( ) EINFORCED MASONRY FILLED CELLS. REINFORCE MENT'TO MATCH WALL REINFORCEMENT: FAR :. Q,- O 2 x4 T A ALL V RE Ca 3. LOCKED SHEATHING. SEE DETAILS ON THIS B H DRAWING. .CONTINUOUS PANEL EDGE D PLYWOOD EDGES DETAIL SEE B TYPICAL , LD . COUNTYR 4. PCL INDICATES C RETE PRECAST LINTEL TO BE PL CED OVER OPENING a L .CAST SCHEDULE ON S 3 SEE SCHED T 4 TRUSSES � 2 o c ON THIS DWG: C 5: PROVIDE4 .2x4 DENSE SELECTED STRUCTURAL WOODS_ O- D UNDER GIRDER TRUSS DOWN 'SEE DIAPHRAGM BOUNDARY SCHEDULE FOR NAIL ,. ,� TO FOUNDATIO N, SIZE' &SPACING 2 x4 BLOCKING. SEE DETAIL ,• B„ NDARY U DIAPHRAGM BOUNDARY SEE SCHEDULE FOR NAIL BEAM S CHEDULE SIZE &SPACING PLYWOOD EDGE FILE COP SIZE BxH REINFORCING STIRRUPS=' ` M ARK: INTERMEDIATE SUPPORT inches BOTT TOP INT TIES SPACING SEE SCHEDULE FOR NAIL " " 2x4 BLOCKING AT ALL ' SIZE &SPACING PLYWOOD EDGES TYPICAL. L - 8x16 2 5 2 5 _ „ DETAIL(g) #3 ® 6"o.cr. B-1 `.: 8x16 2#7 2#7 - :: B-2 - 8x24 2#5 2#5 4#5 , #3 „ ®10.. o.C: PLYWOOD OTHER ' I OGK {-� I r4 N ./� ��� P M OOF Pli T SET DIAPHRAGM BOUNDARY PANEL EDGES N.T.S. j,.MI B 3 : '8x26 2 6 # 2 #6. 4 5 # # 3 „ ®11.. o.a. SEE FOR NAIL FLAN - = 1 23 2020 ' 2/ t B 4.... 12x15- 2# . # # „ SIZE & SPACING B-5 8xl6 2 5 2 5 ".. #3 ® 4"o.c.: 2 O'Donnell, onnell, Naccarato, inn M g og a Jackson - � � . STRUCTURAL ENGINEERS NOTES - MAS 1. TIE BEAMS INTENDED TO BE CAST' ATOP N RY WALLS 1655 PALM BEACH LAKES BIVD: SUITE 204 , IIC. #0004386 IN; EXTEND AND HOOK WALL REINFORCING,' 0 TIE .BEAM. .+. SIPALM BEACH, FLORIDA 33401 Structural Drawing Updated : PAX S61 (561)133.9994 835-8255 10B # 933.022 ( I n Based o Architectural Background's bated 04= 9- 1 A c2 2 ' P Plj�t� architecture planning Interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us 2 ]L rn Se Co co co M I.- ON p �O a a z a Q w f/1 This item has been electronically signed and sealed by Sean Suldiu, R.A. on the date and/or time stamp shown using a. digital signature Printed copies of this document are not considered signed and .sealed and the signature must be verified on any electronic copies. 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their property. This document Ls not suitable for use on other projects or in other:. locations.. Publication is expressly limited to the : root site for which it was prepared. L ^1 op ^L^,, a- W M J .. C W Q � W U L U H � Lg) I _ Oe PROJECT ISSUE DATES: 1 REVISION #1 03 10 2021 Q-, REVISION 2 28 2 0 - # 4/2021 / , i SHEET NAME ' ROOF FRAMING PLAN Project Number:' 2020.101' i DATE: 2020.07;31 SHEET NUMBER 1 JI I . \ IL ,,,,,­�,U LMIVIJ nIYV VVIV IIIVV VVJ 111E M. /11 V VI\IVLI\.1 VI VVIYVI L SPACING NAILING TYPE SIZE SP CI AN FOR DIAPHRAGM N IL , F. SEEFRAMING PLANS -. _ __ DRAWINGS 0 13 SHOP P DR S PROVIDE MATCHING HORIZONTALBENT BARS :FOR EACH 'FOOTING . LOCATIONS. : EACH FACE. SEE WALL CORNER DETAIL " HORIZONTAL: BAR SCHEDULED AT C STRUCTURAL NOTES. 1 ". DESIGN WITH-TH N A COMPLIANCE E SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL C ,' :. - LENGTH). 5 0 MINIMAL L (. ) : S. - FRAMING EMBERSSHALL A USED FOR. STRUCTURAL FR M NG M ':W OD CONNECTIONS ALL NAILS 0 : RESPONSIBILITY OF INTENT OF THE CONTRACT ONLY.ITH SHALL THERESPO T. IN TO :BE NAILS, HANGERS TRUSS ANCHORS AND STRAPS COMMONWIREU.N.O.-'ALL , CONTRACTOR NOTE..` VERIFY ANCE THE, CON TACT -0OCU MENTS AS R TO VERIFY COMPLI CONTRACTOR `TH CON i WALLS, WALL B. WHERE .COLUMNS ARE. AN INTEGRAL OF: CONCRETE LL , ' RESISTANCE, ALL BE SHALL FOR RESIST : T' NATIONS D IMESIONS ETC. ITY LENGTH ELEVATIONS, ,. AL ,.. REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. 1REINFORCE H L . STRONG - TIE LENGTHS LINE. USE SIMPSON: STRONG TIE INSTALLED WITH. EQUAL E E FOR INITIATING, MAINTAINING ..AND TO IS SOLELY RESPONSIBLE THE CONTRACTOR BY THE N TRACTOR. PRIOR.TOSUBMITT L TO ,, '. ' PPROVED E UAL. 'TOE NAILING WILL NOT BE PERMITTED, ` ` CONNECTOR.PRODUCTSOR A Q SUPERVISING ALL SAFETY PRECAUTIONS AND CONNECTION WITH 2. AL SHOP DRAWINGS SHALL BE :REVIEWED CO. C. ALL HOOKS SHOWN IN REINFORCEMENT SHALL 6E ACI RECOMMENDED ,...' ' AT MIGNOGNA&:JACKSON, INC. IS NOT. THE WORK.:. 0 DONNELL; NACCAR 0, THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED 'I: :'.HOOKS UNLESS OTHERWISE NOTED:`: - RESPONSIBLE FOR THE MEANS. AND METHODS OF CONSTRUCTION OR FOR : UNCHECKED. 062 WOOD TRUSSES SYSTEM RELATED SAFETY PRECAUTIONS AND PROGRAMS. r D. ALL REBARS THAT ARE TO BE DRILLED AND FASTENED WITH ADHESIVE ANCHORS. , 3. IN ALL INSTANCES, THE. CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS - , : (ONLY IN AN OVERHEAD, INCLINED UPWARD OR HORIZONTAL POSITION) INTO 1. WOOD • 010 CODES AND STANDARDS - UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. CONCRETE, REQUIRE THE INSTALLER: BE ACI CERTIFIED PER ACI 318 1 ® ® 4. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALT ( LATEST EDITION). THE ALTERNATIVE IS PERFORM A PULL TEST ON A. ROOF TRUSSES. • 1. WIND LOADS AS PER: EVERY REBAR. �. �� - ENGINEER REGISTERED IN THE STATE OF FLORIDA. B. FLOOR TRUSSES A. SECTION1609 OF. THE FLORIDA BUILDING CODE 6TH EDITION (2017) WITH ,. 10.. FOR GRADE BEAMS LAP ALL TOP STEEL AT MID SPAN AND LAP BOTTOM : _ (NOMINAL SPEED: VASD.= 132 AN ULTIMATE WIND SPEED `VULT. 170MPH: (NOMIN 5. .ALL SHOP DRAWINGS SHALL BE SUBMITTED VIA ELECTRONIC FORMAT,: UNLESS T. STEEL OVER SUPPORT. WOOD FABRICATOR BY A PROFESSIONAL SHALL BE FOR THE 00 RISK CATEGORYII :EXPOSURE D AND INTERNAL PRESSURE. MPH),FOR R , OTHERWISE REQUIRED. FOR A SPECIFIC COMPONENT OR. SYSTEM. -:.DELEGATED ENGINEER REGISTERED IN THE STATE OR FLORIDA. SEALED _ - COEFFICIENT +/ 0.18. 1L. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT CALCULATIONS AND LAYOUT DRAWINGS DESIGNED IN ACCORDANCE 61 G15.31 A03 I '` MID -SPAN AND KEY :JOINTED WITH REINFORCING CONTINUOUS ACROSS FLORIDA ADMINISTRATIVE CODE, FOR WOOD TRUSS. SYSTEM ARE TO BE ' B: IS IS DESIGNED AS AN ENCLOSED BUILDING. 015 DEMOLITION DE OLI I ' '-JOINT CONSTRUCTION A SHEAR .REINFORCING:. CONSTR AND ADDITIONAL S 'FOR - TRUSSSYSTEM-FABRICATOR TO PROVIDE ALL SUBMITTED FOR APPROVAL. .BUILDING THI JOINT LOCATIONS SHALL BE REVIEW AND APPROVAL PRIOR _ - RESIST GRAVITY AND UPLIFT REACTION. :-TRUSS. TO TRUSS HANGERS AS TO RE S T ` . 1. CO TRACTOR TO: TO CONSTRUCTION. CONSTRUCTION :JOINTS IN POST-TENSIONSLABS:SHALL (UPLIFT LOADING SHALL USE COMPONENTS &CLADDING WIND FORCES.) �..2 .: DESIGN LOADS. ° G WITH THE WORK i PERMIT BEFORE PROCEEDING OBTAIN DEMOLITION PE MI. I BE LOCATED •AND DESIGNED BY SPECIALTY ENGINEER. '( CON TACT LOCAL BUILDINGTO BECOME FAMILIAR WI TH 11 : 12 :- 1 A w . 5 FY DF EB R DEVELOP 1 2 R S SHALL DE A COUPLER ALL MECHANICAL 2 ACCORDANCE WITH . WOOD TRUSSES SHALL BE RACED AND ERECTED IN AC E T W ,' SAFETY INFORMATION EDITION OF THE BUILDING 'COMPONENTS E ':THE 2013 EDI I. ectur architecture LIVE LOADS RESIDENTIAL: A LI LOCAL : WORK. -LAWS AND REGULAT IONSGOVERNING THIS W I - WITH ACI: 31 8 COMPLY AND TENSION. OR:. COMPRESSIONCE RESTRAINING & GUIDE FOR : HANDLING INSTALLING; RES G '' `. 1,1 A .ROOF 20 PSF BOR, MATERIAL, SCAF:AND:. FOLDING E THE E B. PRONTO NECESSARY LA i :: .._.... ' , Y CONNECTED WOOD TRUSSES, JOINTL PRODUCED OF CONNE' +':BRACINGp planning g 1.2A -ROOF TRUSSES` _ , , DEMOLITION DESIN THE CRIBED EQUIPMENT 4 PMENI. REQUIRED TO.:COMPLE COMPLETE DEMOL I S •: 13. - NTELS:. CONCRETE LINTEL PLANE :. THE .' ACING SIN THE OF A "INSTITUTE BR TRUSS LATE TE '. Y WTCA AND B - -• .;.Interiors. _ _ P CHORD LL 20 ESP _ SF 10 P DR AWINGS. .;. --.. -- R SLAB WINDOWS DOORS, :ANY OVERHEAD P BOTTOM OF .BEAM 0 , A. DROP "'..W'EB M EMBERS. -� BOTTOM CHORD ILL _ N AL FLOOR 40 PSF 1.3A 'Ir RESIDE TI ITIONING I '1 CLOSURE 'OPENING I ACONCRETE. R ED 70POV DE GS AS: REQUIRED R O RY-0PENIN Q S ANDMAS N , ATE CONTINUOUS IC 0 VIDE AND LOCATE FABRICATOR SHALL PRO US FABR -. A. THE. TRUSS :.r TALL. ELEC TRICAL: PLUMBING AND AIR COND C. DISCONNECT C ... --V PROVIDE OPENINGS OR.P AND REQUIRED 0 N F THE .BEAM N BOTTOM 0 Q WEN THE B BETWEEN W MBER AS. REQUIRED. LATERAL BRACING FOR. EACH EB ME R Q ' S drCCi eSl n p 9 :, R CEEDING 'DEMOLISHED-BEFORE.P 0 SYSTEMS. WITHIN AREA_TOBE.D � , ,, NEXT TO A"POURED A PRE CAST CONCRETE iINTEL BY: CASTC RETE IF NOT. NE .TRUSS '' B. ROOF SUPERIMPOSED DEAD LOADS _ NTH DEMOLITION WORK. -. I :, -.:GONG RETE COLUMN. G SHALL BE RESTRAINED BY DIAGONAL .BRACING :.: B. LATERAL BRACING `. Jupiter Commerce Park J p 1, I„ A IN THE DRAWINGS. DE E MEMBERS INDICATED D. DE MOLTS H ONLY TH `. MAXIMUM SHALL BE 24. PROVIDE 2 5 EACH FACE ®12 0 C AND AT #-3021 '.THICK NOMINAL LUMBER). THIS BRACING IS TORE-0ONTINUOUS . MIN 2. k 'Ir le it r Par C C Ju e 'LING 5 PSF , 2 .1 ME P CEILING % - '.ROD 15 PSF TO : PRECAUTION L. EVERY PREC .. TAKE E ER MEMBERS IN SMALL SECTIONS. CONCRETE E ,..CON. : -, r DROP . B. D O.C.EXTENDING TOTOP BEAM. :I S. ®. 24 BOTTOM 0 F.DROP INCL UOING 3 T E B � RE IR D ONE AGO AL BRACING S QU E A MINIMUM OFT WO R OW5 OF DI N p 2 2 ROOFING PROTECT EXISTING STRUCTURE THAT IS REMAIN. USE BR ACING AN I EXCEEDS THE 'ABOVE LIMIT 0 F DROP, SEPARATED REINFORCING. E REINED C. RING LOCATIONS. VERTICAL MEMBER CLOSEST TO BEARING L A AT EACH: VERTICA It 102 Suite 2 3 :. ROOF TRUSSES 5PS F S G AS`NECE SSARY TO .AVOID COLLAPSE 0 F' STRUCTURE i flORITY. -" LOWS. ALLBEPRO PROVIDED AS FOLLOWS: LINTEL SHALL _ A. TOP -CHORD. SDL _ • - B BOTTOM CHORD SDL 10 PSF AND FROM : E. RE L RUBBISHIS FROM BUILDING A. I „ ,� 3.. CONTINUOUS LATERAL: HALL B .BRACED BYCONT NU CHORDS 5 € THE BOTTOM CHO ' . ''JU p rter, FL 33458 „ BOTTOM BARS. N60 WIDE S.XB W 2. 5 B L1. OPENING LESS THAN / # SPECIFIED BY TRUSS SPECIALTY ENGINEER WITH BRACING SPACED AS SPEC II I �,• G: FLOOR SUPERIMPOSED DEAD L DADS PROP' ,•.. ,,. �CEILING.ATTACHED 0. WIDE 8 X 16 .W 2 6'cTOP AND '. 2. OPENING BETWEEN 6 0 AND. 12 /. # L - X4 IN ON CENTS ': WITH A TO -.AN 8. 0 MAXIMUM 2 M Rt ( )• .. 561.203.7539 - ARS',AND ' 3®r8'0 O.C.FTRUSSES. BOTTOM. B #:BOTTOM �� BOTTOM OF TRUSSES .. -" F 0 CEILING IS ATTACHED TO 80 I N ,' ' 5PSF M SC MP I 3.1 E 3 � 016 SHORING AND. RESHORING " R NAILED TO THE TOP OF SHE `..BRACIN. MIN 'MUM 2X4_® 36 'ON CENTS BRACING BE • '. � S.. 15 PS F. 32 ARCHL FINISHES „ .. BEARING AT END C. (TEES TO HAVE 8 MINIMUM BE RI C LINTELS ? THE LATERAL BRACES DIAGONALS PLACED AT 45 DEGREES 0 L R '::BOTTOM CHORD. 4DIAC 0 L '.: I n S "- wwws arcdes .0 P 9 ' PSF ' 3.3 'CEILING 5. .' i. T RA A ING'AND STRUC U L : H RING BR C VI AND MAINTAINS 0 THE CONTRACTOR.SHALL PRO DE .. _.IF' BUILDING E E .TEACH END XCEEDS 60 FEET.IN LENGTH , ATED A SHALL BE LOCATED . s. SUPPORTS ASREQUIRED TO PRESERVE THE STABILITY . OF THE STRUCTURE DURING I AN END ADJACENT TO A CONCRETE MASONRY OPENING HAS E' D. IF THEM R SHOULD BE: REPEATED AT 20 FOOTSECURE - DIAGONAL BRACINGSH DA ` A BY A SHOP D RAWINGSPREP RED . SUBMIT SIGNED AND SEALEDROVIDE. `.: CONSTRUCTION. S:.,COLUMN S AS THE CASE :MAY BE IN 2 5 OR BDOWEL , P O # # 10 X So NAILS BRACING OF 2 D DIAGONAL B CONTINUOUS DIAG ( .`CONTINUO ) ACCORDANCE -WITH THE: DESIGNED IN ACCORD PROJECT WAS DES 3, .THE PR b 1 SUCH WORK LICENSED IN THE .LD LEGATED ENGINEER EXPERIENCE. N _': Y 1 2 INCH DEEP LINTELS- CONCRETE COLUMN. WITH. SHEAR 1 N / ' X FOR 2X65.: ` :EOR 2X4S AND 3 10D 3 ( ) '..D T ENGINEER SPECIAL INSPECTOR, THE ARCHITECT, .FLORIDA. SUBMIT DRAWINGS TO H -' CONSTRUCTION. FOR ITS SUBSEQUENT CONTTR `DEPTH AND WIDTH Q ZD 6 :. EDITION' 20 17 . BUILDINGCODE. TH A. FLORIDA ) IN DESIGN AND RECORD ONLY. - SHORING AND RESHOR G BUILDING FOR RECO :•A D'BUILDI :, 4. TOP CHORD BR ACING 2 INEER I THE SOLE RESPONS C NSTRUCTION S RESPONSIBILITY OF THE.CONTRACT OR AND THE: ENG 1 : `Y. UI EMEN TS' FOR RC D CON CRETE REINED E . : BUILDING CODE REQ R .:: -1 HIS EMPLOY. ',1IIn �. O40 MASONRY ': MAS '' CHORD PROPERLY ` DIRECTLY TO TOP A. IF PLYWOOD DECKING IS APPLIED I. : ��. W (ACI 318 L ATEST.EDITION .` , " {I,. I ,. _RACING IS NO::. DEVELOP,DIAPHRAGM GM ACTION, BRACING T. - AN NAILED TO .DI _A ,. LAPPED D dl - ..) PARES TH SHORING RESHOR ING DRAWINGS TWE DELEGATED ENGINEE R WHO PRE E i.- MASONRY UNITS SHALL BE REQUIRED 00 :. cO -- REINFORCED C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFOR A FIELD REPORT Y SHALL PROVIDE FI c-S ALL INSPECT SHORING AND_RESHO RING THE H : s' .. '. " CO U M ACI 315 LATEST. EDITION : CONCRETE STRUCTURES ( / ) CONTRACTOR AND ARCHITECT, EACH INSPECTION TO CONT 'b E .. 90 A. LOAD BEARING .ASTM C .... r R IR b AT: NALTOPCHORD .BRACING IS EQU E USED DIAGO. ';B. IF PURLINSARE ,,.. IT n IOC O A B. ': - CONTROLLED 'LED TYPE II NON -MOISTURE T L BUILDING EXCEEDS 60 .FEET IN -LENGTH DIAGONAL EACH END:: IF BUILD, E CH D. :. STANDARD .PRACTICE FOR WELDING REINFORCING S TESL MANUAL OF S�-. 2..C. THE WHICH IN. SOME CASES, THE ROOF THE EXTERIOR WALLS OFOOT.INTERVALS.: TAILS OFREPEATED BRACING DEWEIGHT -.. NORMAL WE _ SHOULD BE. REPEA E AT 20.E BRACING U CONSTRUCTION. INSERTS &CONNECTIONS IN REINFORCED _CONCRETE CO DECK DD. R :WILL BE REMOVED LEAVING THE EXTERIOR A AND.ROOFING'MEMBE STAR DIAPHRAGMLAID I RUNNING BOND ALL CMU BE IN A FULL BED OF: MORTAR N I AWS. D1.. 4LATEST.EDITION. :" / ' R A SPECIALTY IT TO HIRE S RESPONSIBILITY ALES: NBRACED .:'IT IS THE ft U U.N.O.. . ( ). 5. WITHOUT ITTEN ROOF OR .FLOOR .TRUSSES WITH U WR I OR NOTCH R "I DO NOT CUT DRILL , 5 DOCUMENTS FOR. THISMECHANICAL,TRIG NGINEE TO PROVIDE THE REQUIRED:DO. ORING'AND BRACING E I �,. L: APPROVAL FROM `TRU SS.ENGINEER. COORDINATE. ELECTRICAL, ,. Ei A CONCRETE FOR B UILDINGS U TUR L SPECIE 'CATION FOR ..STR C -:E FORE I:; 2 THE:COMPRESS 0 IV ' STRENGTH OF MASONRY fM .SHALL BE 2 00 E ( ) I G ETC: SIZES LAYOUT TO AND .LOCATIONS WITH L R PLUMBING, , AC1.301 LATESTEDIT ION. / li '` I �.� I PSIAS'CALCULATED IN ACCORDANCE` -WITH ASTM: C1314 WITH TYPE M 0 RS MORTARAS ERECTION: 020 2 F UNDATION , I' - REQUIRED, F. PECIF CA TION W00 D >CONS TRUCTIO N NDS LATEST DESIGN S I I.. NATIONAL D 6. G WITH NATIONAL RE & DESIGNED IN.A000RDAN E I � TRUSSES SHALL BE MANUFACTURED D , 1. ALL .WORK IS TO. BE PERFORMED IN SITE PREPARATION AND EXCAVATIONWOOD '' 3.r ALL SPECIFICATION C270. ACCORDANCE ASTM SPECIFfCATO MORTAR SHALL BE IN A A A- - ATI NAL I TION S .FOR 0 F & P .AND NATIONAL DESIGN SPECIE CA ( ) EDITION: 'S RICTiACCOR DANCE:WITH THE: :. '�' ,: 7. DESIGN STANDARD FOR METAL PLATE CO NNECTED .WOOD TRUSS:CONSTRUCTION , G. TIONS FOR MA SONRY SPECIFICATIONS CODE RE UIREMENTSAND S BUILDING 4 PARED BY MAN & AS OC A. T CUBES. MIN. 0 F TWO D OBTAINED TEST B FROM FIELD E (:. ) DE JURISDICTION THE I LOCAL CO - '. .ANSI T RI 1 2014 AN D E / , TMS42 LATES T EDITION 5! CE5 6 ..) , STRUC /:. STRUCTURES C '530.1 AS ,. SPORT 0 N SOILS AND FOUNDATION INVEST1GAl10N.PRE , DATED NOVOV 5- 2020. :DA. N 2 I -: , 4: GROUT B E A HIGH SLUMP MIX 7. TRUSSES WITH BUILDING -MATERIALS. 1. ' DO NOT-OVERLOAD.F FLOOR ORROOF.T US CAL DRAW INGS: ARCHITEC TURAL AND MECHANICAL 4. -ARC �B SUBMIT THE FINAL GEOTE CHNICAL REPORT � SIGN�iD CONTRACTOR SHALL S THE G ENERAL.CONTRAC 0 r >.; I:-. A. IN WITH AST M SPECIFICATION C476 8. SHALL BE MANUFACTURED BY AWTCA MEMBER PLATE. CONNECTORS PLATES S L s _ " ,. PART OF THE CONTRACT DOCUME NTS THE STR-.` STRUCTURAL DRAWINGS T ING. OR PERMIT. '... WHEN SUBMITTING F '. AND SEALED TO THE BUILDING OFFICIAL T � "ASTMA653 A653M: REQUIREMENTS SUPPLIER AND SHALL MEET OR EXCEED Q - SUP /. A. .ARE TION. 'ANDDONOT BY THEMSELVES PROVIDE ALL THE INFORMATION ': 2. - E BUILDINGSITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT IN i ' B. O 3 000 PSI PR SSIVESTRENGTH HAVING A M INIMUM.COM E F HA EEL. A STEEL. =:.: FO R STRUCTURAL REQUIRED TO PROPERLY COMPLETE THE PROJECT E. THE . -REQ TIE - SOILS REPORT: ,:ALL. SUB. GRADES SHALL BE APPROVED IN WRITING B Y THE SOILS SO L I .' F7W0 F WO R OF TRUSSES DTTOMCHORDS 0 OD W OD TRUSS M ANUFA CTURE RTO DESIGN B 0 MASON WALL SCHEDULE MASONRY MARK THICKNESS REINFORCING MW-1 „ 8 CMU 5 024"o.c. + MW 2 S" CMU # 5 016"o.c.` MW-3 12" CMU # 5 024"o.c. MW-4 12" CMU 6 016"o.c. INTERNAL FACE F 6 i "o.c. EXTERNAL ACE # 06 & GROUT ALL CELLS SOLID F' C% Qi 09 10 C4 I: IL < Q Z Q Q LU Ln This item has been electronically signed n Sukhu R.A. on and sealed b Sea , Y the date and/or time stamp shown using a digital signature 9 9 Printed co ies of this document are not p ` ' r signed and. sealed and consldeed g Thesignature must be verified on - L CONSULT THE ARCHITECTURAL, -- GENERAL CONTRACTOR SHALL . GE '' _. THE: E GI NEER PRIOR TO BACKFILLING GENERAL CONTRACTORS HALL SUPPLY SURVEYOR'S - C. FROM .FIELD OBTAINED TEST CUBES,. MIN. O ( ) 9. 0 MINIMUM:QO PSF LIVE LOAD. BOTTOM CHORDS OF WOOD `ATTIC TRUSSES. i any electronic copses. •' ORDINATE MECHANICAL AND ELECTRICAL DRAWINGS AND CO WITH THE: STRUCTURAL : F I ABOVE OOD PLANE CERTIFICATION THAT S I - CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE 5: ALL CONCR .: FOR -A `'-T0 BE DESIGNED FOR 30 PSF MINIMUM LIVE LOAD. .DRAWINGS INFORMATION CONTAINED IN CONSTRUCT Y CONSTRU CT THE PROJECT. :. DRAWINGS TO PROPERLY '" ELEVATION BEFORE COMMENCING ANY WORK OVERNINGAUTHORITY AUTHORITY'S '.; ' Architecture, INC. 19 Pafick Arc C 20 Sun 0.. 'RsORDER : MATERIALS. ORDERING ANY M TE „ T FOR A. CONSTRUCTED IN ACCORDANCE WITH THE "BUILDING REQUIREMENT 10. - WOOD TRUSSES MANUAA CTURER�TO DE SIGN"BOTTOM CHORD OF WOOD TRUSSES FOR': ELECTRICAL B. REFER TO ARCHITECTURAL, MECHANIC AL OR ELECTR ': ,, "SPECIFICATIONS MASONRY. STRUCTURES (ACI S/TSM402):AND SPECIFICATI S 2 0 PSF DEADLOAD.. ' instrument of This Documentsan - DEPRESSIONS,FINISHES INSERTS, BOLTS FOR ADDITIONAL OPENINGS, 3. B NSOIL:CA ABLE OF SAFELY INGS TO BEAR 0 P- TTOM OF FOOT11. R ACI530:1 .ASCE 6 TSM 602 `<LATEST EDITIONS. : STRUCTURES" . / / )/ U SHOWN N THE DESIGN SCHEDULE, LE: THE WOOD IN ADDITION TO THE. LOADS SH SETTINGS, DRAINS,.. REGLETS ETC SUPPORTING 5 TING 2500 : PSF. �� - WEIGHT OF DESIGN FOR THE IGHT-OF. ALL MECHANICAL R SHALL D MANUFACTURE WE :TRUSS U - E'' WORK, THE ANY WO C. BEFORE ORDERING ANY MATERIALS OR DOING A ,. I 6: PROVIDE 8'r X 8 MASONRY BEAM WITH 2 #5 CONT; AT EVERY WINDOW- SILL. XTURES AS WELLAS CHANDELIER A EQUIPMENT/FIXTURES FI ELECTRICAL EQ PLUMBING ANDEL FLU /.. CONTRACTOR SHALL VERIFY ALL ENTS TO 4 SOILS APPROVED B Y SUPPORTING ALL FOOTINGS MUST BE INSPECTED :AND APPR ` ' BEYOND EDGE OF OPENING. EXTEND BE A-B,BEYO E M FIXTURES BAR'CABINETS. AND WORK/MOBILES. I / N ' WILL BE A GE OR COMPENSATION CHARGE R OR FIT THE WORK. NO EXTRA CH R A . MATERIALS, I REGISTERED. S ILS ENGINEER COMMENCING WORK, ORDERINGMA ER QqA RD T THE S OIL T INDICATE WRITING MUST E ANY WAY:. APPROVAL IN W 7. � GALVANIZED L ADDER TYPE HORIZONTAL JOINT PROVIDE HO T DIPPED. G. L W Y THE OWNER RESULTING FROMTHE CONTRACTOR'S S ALLOWED B '_I FO IN R.MOVING 1iW. 1 .. G PRESSURE.. ADEQUATE TO Eel SUSTAIN SPECIFIED SOIL BEARING N ENTER VERTICAL IN ALL MASONRY ,. ::REINFORCEMENT 9 GA. AT 16 0 C ( ) ..� FAILURE TO COMPLY WITH THIS REQUIREMENT. L WALLSPROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. . ' THE END NCIES SHALL BE TO THE ATTENTION OF THE Di DISCREPANCIES H 5. TOP ••- V AN MINIMUM }� OF FOOTINGS .SHALL BE MINIMUM 1 4 BELOW EXTERIOR FINISH GRADE .BROUGHT F PROCEEDING WITH ANY WORK. AND ENGINEER BEFORE _ 4 r_ 4 BELOW TOP -0F SLAB: I ALL TIES ANCHORS AND INSERTS, APPLY FOR JOINT REINFORCEMENT, W. ' • ARCHITECT "MCAVATION I I-: A AT 0 1.5 OUNCES PER SQUARE F00T PSF 458 G M2 MINIMUM CO F ) ( / � )" - � ' E. ALL STRUCTURES H AVE BEEN DESIGNED TO RESIST THE DESIGN 6. E ,. & B ACKFILG „„ ..( REQUIREMENTS OF ASTM At53 ' CLASS B. COMPLY WITH THE REQU GENERAL 'LISTED ONLY AS COMPLETED STRUCTURES. THE G ENE A. '1 �: WILL BE REQUIRED N ALL EXCAVATIOFi S HALL BE KEPT DRY. DE WATERING Q 8. PROVIDE CONTROL IN MASONRY WALLS AT A SPACING OF 30: + D.C. CONTRACTOR SHALL FULLY BRACEANDOTHERWISEPROTEC -T WORK THE DE -WATERING SHALL BE :'.SHALL B E PROVIDED BY THE CON TRACTOR.L-THE E W AND. ALIGN WITH ARCHITECTURAL JOINTS.: OGRESS UNTIL THE STRUCTURES ARE COMPLETED. IN PROGRESS - RATIONS THAT ITS OPERATIONS "�. - .,. AKE EXCAVATIONS E DRY AND THE TESTING AGENCY CAN T "PROVIDED SO ALL EXCAVATION R . GENERAL.CO NTRACT OR SHALL ALSO ENSURE THAN THE TS OF THE D'A L OTHER REQUIREMENTS 'THE APPROPRIATE DENSITY TESTS L 0 9. '- R SISTANT AND SHALL. EPDXY GROUT SHALL NON .SHRINK HIGH CREEP E .. - LOADING GREATER .:DESIGN .... OCEDU RES PRO VIDE N0. LOAD N AND PR ' ;. , GEOTECHNICAL REPORT AND PROJECT' CONSTRUCTION DOCUMENTS ARE M HAVE THE FOLLOWING MINIMUM ALLOWABLE PROPERTIES. LOADS LISTED 0 N ANY MEMBER. :T TAKE EVERY PRECAUTION TO ": EXCAVATE TO DEPTHS DIMENSIONS`INDICATED. A TENSILE STRENGTH, ASTM C 307:.1,500 PSI ' - GUARD AGAINST ANY MOVEMENT SETTLEMENT ADJACENT -STRUCTURES. "FLEXURAL STRENGTH,. A STM C:580: 4000 PSI 5.' SECTIONS DETAILS: . "UTILITIES; PIPING; ETC. :. , SINE STRENGTH ASTM C 579: 1,600 PSI 7 RAYS. _ ".GOMPRES / : .• ARE DRAWI NGS SHOW S SECTIONS ' ANDN ON THE D ALL DETAILS, SITUATIONS SHALL SIMILARSITU @. PROVIDE ANY 8 _ IN OR SHORING AVOID ACING r e. t0. „ REINFORCED CMU AS FOLLOWS. MINIMUM :LAP SPLICES FOR REINFOR_ A. AND APPLY: TO INTENDED TO BE TYPICAL OR -DISPLACEMENT OF .EXISTING FOUNDATION OR STRUCTURES: I I BAR. SIZE - ELSEWHERE UNLESS OTHERWISE SHOWN. " 'I � . 's .. 4 5 #6 #7 #8: N OF 6. THRESHOLD INSPECTIONS SHALL BE PERFORMED DURING CONSTRUCTION 7. CENTERLINE 0 ,,II IV SHALL COINCIDE WITH CENTERLINE 0 -NOTED :. 24 30 3 6 :- 42 48 _. :: BUILDING AS REQUIRED`BY"SECTION-110.8 OF FBC. UNLESS ON DRAWINGS. .COL COLUMNS UNLESS OTHERWISE 8' :, DIMENSIONS ALL DIMENSIONS AND ELEVATIONS STRU Y ABOVE AND A. -LAP S PLICES. SHALL OCCUR. DIRECTLY SLABS. SCHEDULE .��HEDULE MARK SIZE BxH (inches) inches REINFORCING STIRRUPS' BOTT TOP NT TIES SPACING TB-1 8xt6 2#5 2#5 - #3 0 17b.c. B-1 8x16 2# 7 2# 7 - 3: #. ®:6"o•c. B 2 8x24 _. 2#5 2#5: 4#5 :. #3.. 0 10"o-.c. B 3 8x26 : 2 6 # 2 6 # 4 5 # # 3 :. ® 11"o:c. B-4 ' 12x15 --2 5 2 5 - 3- 0 6"o.c. 9-5 8xI '. 2 5 7 5 3 ® 4"o.c. service and the of - property Sun.PatrickArchitecture, INC. AA26003806 and shall remain their property. This document is. not suitable for use on other projects or in other 'iced to the locations. Publications expre III loc xp ssy " ' site for which it was prepared. original L La ' i N oo L. qq w .-.: IM () _.... _ IIW �` J - !� _ U. Q LL aCa 0. v U co) a, L. _ LLJ . ASSEMBLY TEST AS FOLLOWS: :NO SPLICES ARE ALLOWED AT MID -HEIGHT WALL,. Z MATERIALS AND A VERIFIED AND COORDINATED WITH THE [hRAWINGS MUST BE: DER NOTES : ` THE CONSTRU CTION. ON. WITH E :BEFORE --PROCEEDING :CONTRACTOR RAWINGS BY THE� S `•1•� S. ED-WALLS SUCH A -. ' TESTTILEVERED :.. A L BERAT CAN SSH L T-0CCU _ ,. DOORS LICES THA ASS D tAP SP -. ....,..... " RWINDO WINDOWS, SLI DING AND PA TIO GLASS B. .. EXTERIOR -- x R F E ARCHI TECT 0 THE ATTENTION 0 THE Y. WALLS E BROUGHT TO -1 TIE -BEAMS BEAM INTENDED T ATOP MASONRY I S SHALL B .. E S NDED TO BE.. CAS. S ISCREPANC E N BE..: '. � HAVE IAP`SP SPLICE AND :SHALL �i. WALLS ETC. SHALL . LABORATORY, PARAPETS, TING LA--.PARA APPROVE D INDEPE NDENT T TES , 8Y AN AP �� " WITH ANY WORK. RE PROCEEDING ~v .. iN. WR O , NG NEER I TIE .BEAM. _ EX ND AND R 1 FORCING INTO TE HOOK ALL E N ER . W '.'. CTUR METERS NUFA B R: DIA HE: MA %rTO 72 A NG.T ED BY 50 I LABEL IDENTIFY' : INCREASED LABELED NTH LA , r'i Y. .PROVED PROD UCT CERT IFICATION 0 CTERISTICS AN D AP PERFOR MANCE C HARA PE i FIRST FLOOR IS. IN '+ WIDE NOT .BACK FILL AN YBASEMENT :WALLS UNTIL F S L ATE D `FLORIDA ;. ENTITY OR FLO EVALUATION E Y LINTELS: - VALU 1: MASONRY L LABORATORY, E 1 : Y TESTING L , a AGENCY, , ::-: � BRACED. ADEQUATELY UA7ELY OR HE WALLS D Q ,. THE RE QUIREMENTS rs T T'APP OVAL NUMBER TO INDI CATE COMPL IANCE WITH 1.: `PR PRODUCT R - AL MAYBEPROVIDED :. A CRETE'-0R EQUAL OF ON E OF THE FOLLOWING SPEC IFICATIONS: A. A PRECAST CONC RETE LINT EL BY. C ST : CAST -IN -PLACE LINTEL IS REQUIRED OVER MASONRY WALL OP ENINGS C S 030 CONCR ETE : FULLYGROUTED. WITH . -. THE LINTE L SHALL BE - SHALL N :THE CONCRETE LINTEL NOTES :. SI AAMA NWWDA .101. L5. 2 97 OR TAS :202 (HVHZ I 202 STRENGTHS: TAS FOLLOWING S < ) 1. CONCRETE ELEMENTS TO HAVE ;, , - B. LINTELS TO HAVE 4 MINIMUM BEARING AT EACH END. T EXTERIOR DOOR ASSEMBLIES A TES. SHALL BE FOR. STRUCT URAL INTEGRITY B. E FOUNDATIONS 4000 PSI , D A. FOUN E-REQUIRE INSTRUCTIONS. 5. THE MANUFACTURER'S INSTR S A`LOAD OF 1.5 TIME C. .PRECAST LINTEL PER MANUFACT IN ACCORDANCE ASTM E330 AT PSI : SHORE . ` B. SLAB -ON -GRADE 3000 S i .PROJECT ISSUE DATES. tOAD: THE LOAD SHALL BE SUSTAINED OR R 10 SECONDS -. DESIGN: PRESSURE C. COLUMNS '` 4000 PSI " _ PERMANENT DEFORMATION OF.ANY MAIN FRAME D IS REMOVED. 12. MASONRY JAMBS WITH NO PER D. WALLS` ": 4000 PSI .4P PERCENT OF ITS SPAN AFTER THE LOAD ISREMOVED. IN. EXCESS OF 0 E 4000 PSI GIFTED LOADING E. BEAMSA SPE MATCHING . 'AFTER EACH WA OPENING, PLACE 1 ' VHZ SHALL COMPLY W'Ih1'7AS202A. ADJACENT TO ANY EXTERIOR INTERIOR WALL N ,. ( ) H F. TIE BEAMS _ 4000`PSI' / FASTENERS PERMANENT DAMAGE TO ,. DRAWINGS. . ALL BE. NO .GLASS BREAKAGE, PE VERTICAL IN CELLS. GROUTED SOLID FULL HEIGHT PER THE D THERE SHALL G. STRUCTURAL SLABS '4000 PSI E -:.HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE H. MASONRY GROUT 13000 PSI ' WALLS PLACE 1 MATCHING INOPERABLE. INTERSECTION OF .WAL A : INOPE B. AT ENDS, CORNERS, 'AND IN ER O : , FULL HEIGHT. U.N.O.OLID U L W ELLGROU GROUTED _ _ OTHERWISE. VERTICAL IN C BE 4000 PSI UNLESS NOTED ER A OTHER CONCRETE TO .3 V ALL o 14 20 l REVISION 3 C. TION OF 6 2 DOORS SHALL BE TESTED FOR R. DETERMINATION '. �, SECTIONAL GARAGE /� /1 1�1 D RE REVIEWED PERFORM ANCE UNDERUN 'FORM STATIC AIR PRESSURE �� AL PE '. STRUCTURAL REQUIREMENTS: S FOLLOWING REQUIRE CONCRETE SHALL BE READY MIX AND :THE ANSI DASMA 106 OR TAS p� 2.": ALL CONCRE. ACCORDANCE WITH /+E .DIFFERENCE IN AC /. 060 WOOD: C : A '202 . 28 DAYS iY1���N -: WITH T S STRENGTH OF 3000 PSI HVHZSHALL COMPLY ).. -. A. A MINIMUM COMPRESSIVE STRENG ' AS "DRY -USE". MOISTURE ' MEMBERS DESIGNED �1I1l11w1TY- 1. ALL STRUCTURAL: WOOD E �y:.V� ��pry+i 60 V TESTED V S SHALL - ABOVE ROUND AND ASSEMBLIES 28 DAYS .FRAMING BO E G EXTERIOR DOOR ASS UM -COMPRESSIVE -STRENGTH OF PSI.® T BE ORLESS. STORE D. CUSTOM (ONE OF:.A. KIND) B. A MINIM CONTENT MUST ENGINEERED IN ACCORDANCE OR BE ENG W ROPER AIR CIRCULATION. - ' BY AN APPROVED TESTING LABORATORY UNDER -TARPS ITH P A ��••.. , ^V UM AND 5 M AXIMUM. : C NTH ACCEPTED ENGINEERING PRACTICES.'C. SLUMPS SHALL BE 3 MINIM E SOUTHERN PINE SPECIE S 2 GRADE OR APPROVED 2. ALL LUMBER SHALL B # ACCORDANCE; wim ANCHORED ACCO NATIONAL -,: ANCHO - SHALL FOLLOW. N ,.-�- HALL BE. � .55: STRESSES BLISS S T RATIO OF 0 ALLOWABLE I 11 , WINDOW AND DOOR ASSEMBLIES CONCRETE TO HAVE .MAXIMUM WATER CEMEN T EQUAL`ALLOWAB `.E.. WI D. ALL CO / -.,; A IONS TO -ACH IEVE-THE`DESIGN _- END T RECOMM T EDITION). ": M.: 'CATION NDS.LATES E THE PUBLISHED MANUFACTURER'S, • - DESIGN SPECIE ( ) (LATEST ). TEM USE D FOR SUBSTRATES: I ANCHORING SYS D: � . ' . SUBSTITU TE. WATER SHALL NOTBE ADDS PRESSURE SPECIFIED :. E. JOBSITE I EE EQUAL -: PRONTO 0 SHALL FENESTRATION MANUFACTURERN SHALL SEAS FOLLOWS. IFIED BY SHE FENESTR'3. HEADER ATNON @EARINGCONDITIO S .NOT SPECS ACCEPTED ENGINEERING ACCE 9. SHALL DEMONSTRATED BY TYPE 1: 'SLAG ASTM C98 :."GREATS R ANCHORING PERFORMANCE AS DEMO F. CEMENT SHALL CONFORM WITH ASTMC150 T US.MATERIAL AND FLY.:. :HEADER "' , PRACTICE. IMITED; TO 50% BY. WEIGHT -0FCEMENTITIO .OPENING SIZE BY' WEIGHT OF - � 2 2 X 6 : 618 CLASS: F SHALL BE TO 25 : UP T04 0 AS STAINLESS STEEL SH ALL CON FORM 11 TO 316 ASH, N ASTM C ( ). O 4 _ 8. ALL FASTENERS DESIGNATED CEMENT' TIOUS MATERIAL I :4'- 0" TO 6'- O" 2 2" X 8"'. STAINLESS ST EEL. - _. _. 6'- 0" TO. 9'- 0" 2 2" X 10" ( ) ACI °. _. _ _. AF THE ET NAME 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS SHE SPECIALTY ENGINEERED PRODUCTS: 011 SPEC : ACI : DETAILING 'MANUAL AW A - BUILDING: CODE ACI '.318/ LATEST EDITION), THE4. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN .ACCORDANCE TH P COPY, (FILE CO , W M ft IS IN CONTACT N-AND THE FORSTRUCTURAL. STANDARDS TO`.A'MINIMUM -0.40'PCP RETENTION WHERE LU BE D/D RESPONSIBLE IN COORDINATE THE PRO PER SUBMISSION (ACT 315/ 1994EDITIO.), S N THE GENERAL CONTRACTOR . 1.RS 'U BUILDING. ALL METAL CONNECTORS LATEST WITH CONCRETEMASONRYOROU OUTSIDE OF B I OF SPECIALTY ENGINEERED/DELEGATED DR AWINGS WHICH SHALL BE GENERAL SEAL ED CONCRETE 301/ l ) H / REGIST ERED I N THES STATE DF. FLORIDA. IT IS THE GENE RAL ' I IN CONTACT .IMTH"PRESSURE TREADED LUMBER SHALL :BE GALVANIZED. WITH A STRUC' URAL NOTES ': BY AN ENG INEER _ SCREWS h•S TH T At. NAILS AND. SC CONCRETE BASED PRODUCTS AN CONFORMCTO ASTM A653 L THAT THE SPECIALT Y ENGINEERED ': ONTRACTOR.TO PROVIDE CONCRETE AND ALLOTHERCON RATING G 185 A TO ASSURE _. I CTOR S RESPONSIBILITYH T DIPPED GA NANIZED : "CONTRALOCAL STATE AND FEDERAL REGARDING, RADON I USED WITH PRESSURE LUMBER ARE TO BE 0 L SCHEDULES MANNER SO AS TO ALLOW REV IEWS AN D ;' OMPLY. WITH , SUBMITTED IN A TIMELY R DRAWINGS ARE S 1 "CLASS 0."ELECTROGALVANIZED FASTENERS TS SHALL BE ... FF GASSING. AND'TO CONFORMTO ASTM A 53 ED. ALL SPECIALTY ENGINEERED PRODUCTS RESUBMISSIONS.AS REQUIRED. A RATING. PER ASTMB695 NO LESS THAN 55.'ALUMINUM N WIND LOAD S INCLUDING UPLIFT =� .SHALL HAVE CLASS ATE GRAVITY AND N I DESIGNED FOR. THE` . INTER' WINGS PRIOR TO ANY FABRICATION. I: 0 TO BE USED IN 'DIRECT CONTACT WITH.ACQ TREATED: LUMBER. ` AND LATERAL LOADS ..INTERIOR SPECIALTY .PRODUCTS SHALL BE DESIGNED FOR 4. SUBMIT REINFORCING SHOP. DRAWINGS NOT TY. SPECIALTY ENGINEERED PRODUCTS SHALL PF TT T LATERAL LOADS TO ASSURE: STABILITY. - CONCRETE COVER FOR: REINFORCING STEEL SHALL BE AS REQUIRED BY 1 L1 1 SET BUT ARE NOT LIMITED TO; THE FOLLOWING: 5: CONC 5. PLYWOOD SHEATHING - BE, B '. Cl SPECIFICATIONS. : • - ­1 IF „ 12 23 2020 T RD -I-FLOOR, -. EXP. .1 APA. 4c S U F A. :FLOOR. USE 3.4 T&G 2 0 Pr ect Number.. 2020.101 A ING. 0 TO SO FFITS, , L NOT LIMITED ) ' GAUGE ME TAL, INCLUDING BUT - :- A. LI GHT , SS OOR SHEATHI NG. G. WITH ASTM A1064 A1064M UNLESS PLYWOOD SUB. A 6. LDEDI WIRE FABRIC SHALL COMPLY WI / CEI LINGS, ETC. : �" , " OF `THESLAB IN CLEAR THERWISE. SPECIFIED: PLACE FABRIC 2 LE " STRUCTURAL 1 - 161"RATED `STR 2 -APA 32 , '` BOL ERS SPACED AT 3 0 ALL. Use.19 3 , RAILS AND ,. LAB ON.:GRA GRADE SUPPORT-0N SLAB ST L / : MISCELLANEOUS ME TALS INCLUDING ST EEL STAIRS HAND . B P'1 PLYWOOD SH EATHING. 2 .07:31 , 20 0 EQUIPMENT SUPPORTS; FRAMES THAT .SUPP ORT . MACHINES DATE."- SAFETY RAILS, MECHANICAL L SYSTEMS.' UI EMENTS: STRUCTURAL METAL USED.FO R SUPPORT OF MECHANICA 7. EQ R PIPES OR OTHER STRUC .. ,. O -- , C. ROOF: Use 19 32 4020 RATED STRUCTURAL 1, FORM TO ASTM DESIGNATION A 615 SHALL CON SHEATHING. I: REINFORCING STEEL 1..PLYWOOD SH LADDERSml RE EXP.. SHEET NUMBER CABINETS METAL FRAMES. .. - : MISCELLANEOUS HANGERS CHANDELIERS, : DOING SUCH AS •GRADE 60. - FRAMES CLADDING GLAZING I I G WALL S, RAILINGS, HANG N RIGGING .. `BLOCKING REQUIREMENTS. SYSTEMS -. R NAILING AND OR Q S CABLE BARRIER®. ' SEE FRAMING PLANS FOR I'� y IJ CONCRETE, ALUMINUM,:'METAL PANELS,,. / Qp®nnell NaccaEato M CIO na � ' ETC. OR' PRECAST C. E . , " I 9 .STM A106 At , 9 THE COMPLY WITH A FRAMING. ANY OF WWESHALL CO CROSSFRAMN PRODUCT REQUIRED BY A / 8..0 LONG 4 0 WIDE SHEETSWITH. LENGTH A �q7 ETC. OR-ANY.-0THER MISCELLANEOUS PR Q - USE. - L ENGINEERS _ STRUCTURAL E p PANEL FF SPACE LONG PA E 1. DOCUMENTS. ' ND, JOINTS 4 0 TYRALLOW1 B S A A _ CONSTRUCTION DOCU STAGGER PANEL E , BELOW -� t745 BEL L 1 VAPOR BARRI ER COMPLIANT WITH ASTM E : PROVIDE 0 MIL -� 5 ..,. EDGES AND: ENDJOIN JOINTS. 169§ P IT 2 �� A BEACH TAKE BLVD, SUITE 04 D. IN ADDITION TO THE LOADS SHOW N IN THE DESIGN LOAD SCHEDULE, THE ': SLAB ON GRADE. � BE C S LTC. �000 WEST cHANICAL r ST BEACH, HT OF ALL ME PAUt BE C ENGINEER SHALL DESIGN FOR THE WEIGHT SAT '6 O.C. .. 1 PLUMBING Y ENGI T BE: SCREWED WITH 10 WOOD ..' . SPECIALTY E. ;:: FLOOR SHEATHING 0 , ., WISE :NOTED IR UNLESS 't. -`,� CHANDELIER ION LAP U WELL AS C LASSB'TENS S AS W L BARS WITH C .. N T.AND FIXTURE 8. � AP.A L ECTRICAL E UIPME -961 : ��8. # 03 PLUMBING AND EL Q FOR PARTIAL ACTION. SELECT ADHESIVE. WITH :; �35 9994 FA% 561 B39. B255.. 9 AND GLUED 0 r d L rawln U dote , WWF A'.MINI U M'OF 1 INCHES (U NLESS OTHERWISE Structure D 9 P LAP M .2 _ MOBILES. ON DRAWINGS, a T WORK (. A A COMMENDATIONS AND AR A AND FOLLOW P RE CABINETS A 0 SPECIFICATION A `:.FIXTURES BAR / •,... 'APA FG 1 :..,.. ' rounds Dated 0 =29-21 hltectural Back 4 Based o 'Arc .: NOTED). C' , I , ,., , nn nlnnlmnn .l nn u uln r�.nr cnr cnannln nnln ,� INCLUDE IN THEIR BI D THE COST OF THE ABOV E NOTED SPECIALTY r crr rn naleln nl. nA1C r -:GENERAL CONTRACTOR TO I c- LING .BARS. { �9�38 ENGINEERING: 9. ENFORCING � t, t.. Nu lie all ""�.. C FTF W411 C:PF4MC 4Nf1r:nNTl n W " 4 aT Cf1RNFRC (1F (YIN R ALLOWABLE COMPONENT & CLADDING WIND DESIGN PRESSURES PRESSURES BAON SON V.� Kd IS INCLUDED ROOF WIND LOADS WALL WIND- LOADS (SEE NOTE 1) ROOF AREA (10 SF) WALL AREA (10 SF) 2 3 4 5 PRESSURE (PSF) 48.4 48.4 48.4 52.88 52.88 SUCTION (PSF) -52.98 -61.85 -61.85 57.37 -70.81 U� o �s n o �a a z a a W N This item has been electronically signed and sealed by Sean Sukhu, R.A. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and, sealed and the signature must be verified on any electronic copies. Project Number: 2020.101 (2) ROWS OF 8d NAILS @3"o.c. CENTERED ON 2x'S (2) 2x4 PT WOOD NAILING W/1/4"O TAPCON 04"o.c. (1 J" EMBED) (2) SIMPSON H2.5 AT EVERY TRUSS (INSTALLED VERTICALLY) TYP. EACH SIDE OF TRUSS 3/4" T&G PLYWOOD SHEATHING DID TRUSSES EER TIE DOWN LAN) SEE PLAN T.O. BEAM 2x FASCIA TIE BEAM )LAN) JALL )LAN) ST LINTEL E ARCH. NDOW WINDOW AND ALL CONNECTIONS BY DELEGATED ENGINEER I MASONRY SILL 16" BOND BEAM CMU WALL (SEE PLAN) SYSTEM 42 WOOD TRUSSES' BY TRUSS MANUFACTURER ELF SEE ARCH. T.0 DOOR SIMPSON H2.5 W/ (5) (INSTALLED HORIZONTALLY) 8d NAILS TO TOP OF LEDGER & (5) 8d NAILS TO TOP CHORD OF TRUSS INSTALL O EVERY TRUSS. EACH SIDE TYP. PROVIDE DOUBLE VERTICAL GARAGE DOOR AND ALL CONNECTIONS FOR SIMPSON H2.5 ATTACHMENT BY DELEGATED ENGINEER DBL. P.T. 2x8 WOOD LEDGER W/ 3/4"0 EXP. BOLTS 16" D.C. (5" EMBED) (STAGGERED) SLAB GRADE (SEE PLAN) EL� T.O. SLAB )OTING (SEEv PLAN) Vv v SECTION 1 1/2"=1'-O" S-8 ATTACH PLYWOOD — SHEATHING TO 2xBLOCK W/ 10d NAILS @6"o.c. SIMPSON A34 ANGLE PLYWOOD SHEATHING — PRE -ENGINEERED WOOD TRUSSES — BY DELEGATED ENGINEER (2) 2xCONT. TOP PLATE..' PRE-ENGINEERED WOOD TRUSSES BY DELEGATED ENGINEER PLYWOOD SHEATHING (SEE PLAN) RAILS AND ALL CONNECTIONS ''. BY DELEGATED ENGINEER 2x WOOD STUD _. 3/4" T&G PLYWOOD SHEATHING ATTACH PLYWOOD SHEATHING TO 2XWOOD BLOCKING --W/ 10d NAILS ATTACH J" PLYWOOD SHEATHING TO WOOD BLOCKING W/ 10d NAILS 06"o.c. TYP. SYSTEM 42 WOOD TRUSSES BY TRUSS MANUFACTURER (BOTTOM CHORD BEARING) 'PLYWOOD SHEATHING (SEE PLAN) (2) 16d NAILS AT — EACH TRUSS 3/4" T&G PLYWOOD SHEATHING J" PLYWOOD SHEATHING W/ 10d NAILS 96"o.c. TYP 0 EDGE, ATTACH PLYWOOD - SHEATHING TO WOOD BLOCKING W/ 10d NAILS 06"o.c. SYSTEM 42 WOOD TRUSSES BY TRUSS MANUFACTURER (BOTTOM CHORD BEARING) 2xBLOCKING BETWEEN TRUSSES W/ 16d NAILS @ 8"o.c. TYP. (2) 2xTOP PLATE. TRUSS BEARING AT TOP OF WALL 'PLYWOOD SHEATHING .(SEE PLAN) SLAB ON GRADE (SEE PLAN) K -.x SECTION 2 1 /2"=V-0" 1. S-8 ATTACH BLOCKER TO WOOD TRUSS WITH SIMPSON A34 ANGLE. 2x BLOCKER MATCH DEPTH OF TRUSS TOP CHORD) W/(4) 8d NAILS BETWEEN SHEATHING & BLOCK. / I --2x KICKER 048'b.C. 1 W/(5) 16d NAILS 1 TO BLOCKING 2x4 048"o.c. W/(2) 16d NAILS AT EACH KICKER IF KICKER LENGTH EXCEEDS 6'-0" ATTACH 2x WOOD STUDS TO (2) 2x TOP PLATE WITH SIMPSON A34 ANGLE, SEE PLAN T.O. FF (2) 16d NAILS AT EACH TRUSS 2%WOOD BLOCKING BETWEEN WOOD TRUSSES ATTACH WOOD BLOCKING W/16d NAILS ® 8"o.c. TYP. ATTACH PLYWOOD SHEATHING TO WOOD BLOCKING W/ 10d NAILS 06"o.c. TYP. LOAD BEARING WOOD WALL (SEE PLAN) -PLYWOOD SHEATHING (SEE PLAN) (2) 16d NAILS AT EACH TRUSS -3/4" T&G PLYWOOD SHEATHING SEr T.O. FF SYSTEM 42 WOOD TRUSSES BY TRUSS MANUFACTURER (BOTTOM CHORD BEARING) 2xBLOCKING BETWEEN TRUSSES W/ 16d NAILS ® 8"o.c. TYP. —(2) 2xTOP PLATE. —LOAD BEARING WOOD WALL (SEE PLAN) PLYWOOD SHEATHING (SEE PLAN) PLYWOOD SI PRE-ENGINEERED WOOD TRI BY DELEGATED ENGINEER TRUSS TIE (SEE PLAN; SEE PLAN T.O. BEAM/ Y TRUSS BEARING 2x FASCIA 16" MASONI BOND BEAN PRECAST L 15" BOND BEAM s CMU WALL (SEE PLAN) EL SEEARCH. T.O.O. DOOR DOOR AND ALL CONNECTIONS � BY DELEGATED ENGINEER Structural Drawing Updated Based on Architectural Backgrounds Dated 'I A �. ROWS OF Sd NAILS 03 ®3"o.c. CENTERED ON 2x'S (2) 2x4 PT W/1/4"O TAPCON @4"o.c. (1 J" EMBED) �—(2) SIMPSON H2.5 AT EVERY TRUSS .(INSTALLED VERTICALLY) TYR. EACH SIDE OF TRUSS 3/4" T&G / PLYWOOD SHEATHING SE� 7J�-- T.O. FF SYSTEM 42 WOOD TRUSSES BY TRUSS MANUFACTURER SIMPSON H2.5 W/ (5) (INSTALLED HORIZONTALLY) 8d NAILS TO TOP OF LEDGI=R & (5) 8d NAILS TO TOP.. CHORD OF TRUSS INSTALL ® EVERY TRUSS. EACH SIDE TYP. PROVIDE DOUBLE VERTICAL FOR SIMPSON H2.5 ATTACHMENT DBL. P.T. 2x8 WOOD LEDGER W/ 3/4"0 EXP. BOLTS 16" D.C. (5" EMBED) — REINFORCEMENT (SEE PLAN) — SLAB ON GRADE (SEE PLAN) DEL 0'-0 =* -- TY 0. SLAB CONCRETE FOOTING (SEE PLAN FOR FOOTING SCHEDULE & REINFORCEMENT)) SECTION 3 G 1/2„=1'-0" S-8 ,�� Vt5�•t�9p,�'Ea q A� 1r� � Aga' IF c',ou� , .� orc FILE COPY PERMIT SE T 12/23/2020 spaioirc1 • architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us 2 !L 7 N 10 O Y U� O o d Q Q Q a W Vf This item has been electronically signed and sealed by Sean Sukhu, RA. on the date and/or time stamp shown using a digital signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. © 2019 Sun Patrick Architecture, INC. This Document is an instrument of service and the property of Sun Patrick Architecture, INC. AA26003806 and shall remain their property. This document is not suitable for use on other projects or in other locations. Publication is expressly limited to the original site for which it was prepared. L In CV L co Lu M U -J LL a � V L U W — G) lix y O O Llr) LPL PROJECT ISSUE DATES: SHEET NAME SECTIONS Project Number: 2020.101 DATE: 2020.07.31 SHEET NUMBER S,iiil I 1 1 1 ��. F`T [ = �0 - f y` w OPEN TO ABOVE ` '<1 REFER TO LOFT ELECTRIC PLAN \ I / xte ■ I•Ev® 0 0 0 0 1�1 UPPER LEVEL ELECTRICAL PLAN SCALE : 1/4" = 1'-0" ELECTRICAL NOTES 1. PROVIDE GA CIRCUITS FOR ALL BATHROOM GARAGE EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL WIRE SHALL BE TH4lN COPPER, UNLESS NOTED OTHERWISE - VERIFY WITH BUILDER. 2. PROVIDE DISCONNECT SWITCH OF SI E AS REQUIRED BY LOAD AND LIMITS. 3. PROVIDE PRE -WIRED T.V. OUTLETS (7FOR CABLE OR ANTENNA IN ATTIC) AS SHOWN PER CONTRACT. 4. ELECTRIC FIXTURES AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 5. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 6. MATERIALS AND INSTALLATION, AS A MIN MUM, ARE TO CONFORM WITH THE 2011 FLORIDA FIRE PREIVENTION CODF.PE 20177RRIDA BLDG CODE'(6TOH EDITION), LOCAL017 CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. 7. EQUIPMENT, WHERE APPLICABLE WLL BE LISTED WITH THE UNDERWRITERS LABORATORIES ARINC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS E NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES 8. DISCONNECT SWTCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION WEATHERPROOF OUTDOOR, NEMA 1 INDOORI. ENGRAVED LAMINATED PLASTIC 1 ENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 9. ROMEX IS ACCEPTABLE FOR BRANCH CIRCUIT WRING INDOORS. 10. ALL 120V.15 AND 20 AMP CIRCUITS FEEDING BEDROOMS, SMOKE DETECTORS, & LIVING AREAS MUST HAVE ARC FAULT PROTECTION. 11. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. 12 CSTEREO ONSUL PRE- OMESAN EA ERS, UNIT, ETC, TO BE COORDINATED WTH AUDIO/VISUAL 13.. ALL THERMOSTAT LOCATIONS TO BE COORDI ATED AND APPROVED BY CONTRACTOR PRIOR TO CONSTRUCTION. COMPLY ALSO W NOTE #25. 14. ALL CENTRAL VACUUM INLET PORT LOCAIT NS TO BE COORDINATED AND APPROVED BY CONTRACTOR PRIOR TO INSTALLATION, 15. INCOMING ELECTRICAL SERVICE LOCATIONS TO BE COORDINATED WITH F.P.L. TRANSFORMER LOCATION. 16. FIELD VERIFY LOCATION OF F.P.L. ELECTRIC METER AND DISCONNECTS. COORDINATE LOCATIONS OF WP I OUTLETS, HOSE BIBBS, SHOWERS, A/C CONDENSING UNITS, ETC. WITH ACTUAL ELECCTRIC SERVICE LOCATIONS, 17, MAXIMUM NUMBER OF RECEPTAq ES PER CIRCUIT SHALL BE PER APPLICABLE CODES. 18. ALL RECEPTACLES WITHIN 6'-0' OF SINK SHALL BE G.F.I. OUTLETS, 19. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC 410.16 20. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 21. ALL RECESSED HI -HAT LIGHTING FIXTURES TO BE TYPE IC RATED NTH NO MORE THAN 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO ATTIC AS PER ASTIM E283-91.TESTED AT 75 PA AND LABELED, 22. FIELD VERIFY HEIGHT OF ALL WALL MOUNTED LIGHT FIXTURES. 23. IF THE HOME HAS GAS APPLIANCES OR AN ATTACHED GARAGE, THEN CARBON MONOXIDE DETECTORS SHALL BE PLACED WITHIN 10 FEET OF SLEEPING ROOMS. DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP. 24. PROVIDE TAMPER RESISTANT RECEPTACLES IN ACCORDANCE NTH NEC 406.11 & 210.52. 25. COORDINATE ALL THERMOSTAT LOCAIIONS WITH OWNER PRIOR TO INSTALLATION. 26, CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE ISONTO BE WORK, 27. IF E. dbi AND 28. 75% ENEI MECHANICAL NOTES 1. COORDINATE LOCATION OF CEILING DIFFUSERS GRILLES, REGISTERS IN THE FIELD. WTH ELECTRICAL, LIGHTING, AND ARCHITECTURAL ELEMENTS. 2. COORDINATE LOCATION OF A/C UNITS AND FANS WTH BUILDING STRUCTURE SO THAT NO INTERFERENCE'S OCCUR. 3. BUILDER TO COORDINATE ALL DUCT LOCATIONS NTH ALL TRADES SO THAT NO INTERFERENCE OCCUR. 4. FURNISH AND INSTALL DISCONNECTED SWITCHES. WRING , AND CONNECTIONS ON AIR CONDITIONING AS REQUIRED. 5. SEAL ALL DUCTS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 6. PROVIDE AND INSTALL FLEXIBLE CONNECTIONS OF APPROVED TYPE AT ALL A/C UNIT SUPPLY AND RETURN DUCT CONNECTIONS AND AT ALL FAN CONNECTIONS (AT THE INDIVIDUAL PIECES OF EQUIPMENT)). WHERE APPLICABLE. 7. THERMOSTAT LOCATION SHALL BE APPROVED BY THE BUILDER AND/OR OWNER BEFORE INSTALLATION S. ALL EXHAUST FANS SHALL BE A MINIMUM OF 10'-0" FROM ALL A/C UNIT FRESH AIR INTAKES. 9. SWITCH TOILET EXHAUST FAN SEPARATELY FROM BATHROOM LIGHT FIXTURES (UNLESS OTHERWSE NOTED).OTHERWSE NOTED). 10. AND DUCTWORK 1CTCONTRACTOR SHALL BE BESRESPONSIBIIE FOR INSTALLING AI/CENT EQUIPMENT SPECIFltLUU ON THE ENERGY CALCULATIONS. ELECTRICAL LEGEND ® AIR SWTCH $ -SWTCH -e - RECEPTACLE SINGLE OUTLET $3 -SWTCH MULTIPLE =@ - RECEPTACLE DOUBLE OUTLET $4 - SWTCH 49" 4 WAY 9 - RECEPTACLE 0 42" A.F.F. $D -SWITCH WTH DIMMER IR - RECEPTACLE GROUND FAULTIN Q - PUSH BUTTON I.P_ RECEPTACLE EXTERIOR ® - EXHAUST FAN ' 06 - RECEPTACLE TRIPLEX OUTLET ® - INTERCOM - RECEPTACLE DUPLEX SPLIT m - SECURITY KEY PAD = - RECEPTACLE QUADRAPLEX ® - CENTRAL VACUUM RECEPTACLE 20 - RECEPTACLE TRIPLEX SPLIT (§ 0 - SMOKE DETECTOR (120V) -® - RECEPTACLE SINGLE SPECIAL PURPOSE i CABLE TV OUTLET AND RECEPTACLE �1 - RECEPTACLE DUPLEX SPECIAL PURPOSE _j COORDINATE MOUNTING HGT. W/OWNER DA - SPECIAL PURPOSE CONNECTION ♦ - TELEPHONE OUTLET 0 - LIGHT CEILING MOUNTED ® - THERMOSTAT ELECTRIC Q - LIGHT CEILING WALL WASHER !=i- DISCONNECT - LIGHT CEILING RECESSED $ -ELECTRIC METER LIGHT RECESSED VAPOR PROOF ®- DOOR CHIME LIGHT WALL MOUNTED v - ELECTRICAL PANEL EXIT LIGHT W/ SHAPES - EMERGENCY LIGHT - EXTERIOR FLOOD LIGHT ra - LIGHT FLUORESCENT architecture planning interiors sparcdesign Jupiter Commerce Park 3021 Jupiter Park Circle Suite 102 Jupiter, FL 33458 t 561.203.7539 www.sparcdesign.us F O. F-, �L C •: co U AR974804 a sRfO •A��,� a W in Phis Rem has been electronically signed and sealed by Sean Sukhu, R.A. on I he t and/or time stamp shown using a digital signature Printed Copies of fins document are not considered signed and sealed and the signature must be verified on a iy elsichorNc copies. © 2019 Su i Patrick Architecture, INC. This D ment is an Inshument of sery e and the property of Sun Palick Nrchitecture, INC. AA26003806 and shag remain their properly. This document is not suable for use on other projects or in other locations. Pubrcation is expressly limited to the original site forwhich It was prepared. ®N �100 'IT J d" ® C; Cie U w N Ln W PR JECT ISSUE DATES: SHEET NAME UPPER LEVEL ELECTRICAL PLAN Project Number 2020.101 DATE: 2020.12.23 SHEET NUMBER s p