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HomeMy WebLinkAboutBUILDING PERMIT APPLICATION0 r 0 -1 400' CONSERVATION EASEMENT (ORB 2802, PG 2944 (ORB 2908, PG 2032 ORB 3311, PG 1957 ORB 3327 , PG 905 • ETLAND LINE MA K - D.SASKOWSKI 7/R6/E 8 (WETLAND ECOLOGIST D NORTH LINE OF PARCEL "G- REMAINER PARCEL "G" FE ENGLAR SURVEY PLAT (PB 7, PG 13) DIRT CpJ [,3 EXISTING 3 UNIT (3 STORY) BLD. FFE=9.00 NGVO 1929 G°J ENf 0J\\yPG���� 9G0 �GP�O�N �GOG,g29 G \ \ ea po L y1P " %\ s FND IRC •4Bp801tj' I6 N,0.30 E qq3r Vy 1Z� as 2� p �i i BENCHMARK ,1 NAIIL&DISSK EL-4."LINIAOW 1988 1.10 \ , AC0 �s 10� dc9 I 3 10 U a \5�6 SEEM g�OCK9g0 1 'o. .. ^ No jOP OFNP.`ro 1 ti01'. 38 a4 N. y. 'fir. 1,00 y 50.00' --- --- --�1 1 1 83"35'OOxE((D&P I SOUTH LINE OF PARCEL 'G' SECTION 2, TOWNSHIP 37 SOUTH, RANGE 41 EAST �589'5B'OSE(C) I NORTH LINE OF PARCEL 'H• SECTION 11, 00W­NSHIP 37 SOUTH, RANGE 41 EAST i S1lb o yM O V5� UPLAND �m PGGG�N�'(E. -10P E0J� �g$8 NP 1 Z-4i \0\ 0` . P�OP\N Qp>\ \ 4%O�Y t jECT O JGp• pC R SSe3 6 J?? Cp � BG37 fASFM 7b8 t' B BOS) fq B7j ii �',yFNT \ N89'58'05"W 513.20' FND IRC 3152' 0.2N,0.40'W REMAINER PARCEL "H" FE ENGLAR SURVEY PLAT (PB 7, PG 13) Ppp�JGN oo. ROPOSEO . P Olr 'S, P \5A1 r CNp BIDES �..�r gfp,R 1 xNG• 1EOH_'i DATE. K:\RI IDD)ONS\TRADEWINDS\DWG\13-1537.dwg, 11/21/2013 7:55:44 AM 12�6 v DER T� s ` 19 41 ay Q\R 9 P O?a m N CONO ABBREVIATIONS: A/C = AIR CONDITIONER 5 (C) = CALCULATED 'v BLD = BUILDING CBS = CONCRETE BLOCK STRUCTURE 1 CONIC _ COULD NOONN�ENNDLMINUTES I NUTES BOOK s FLORIDATE TURNPIKE UPYCOV = COVERED CLF = CHAIN LINK FENCE AN ROAD DE = DRAINAGE EASEMENT 1 Pia DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK ORANGE DIP = DUCTILE IRON PIPE EL = ELEVATION i FH = FIRE HYDRANT 7 FND = FOUND ` 1 1 l FPL = FLORIDA POWER & LIGHT 5 y IP = IRON PIPE 7 INV = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS - �0 PROJECT LS = LICENSE SURVEY i LOCATION (M) = MEASURED / MHWL = MEAN HIGH WATER LINE MON = MONUMENT �� 5 NAVD = NORTH AMERICAN DATUM — C-24 NGVD = NATIONAL GEODETIC VERTICAL DATUM o� " ORB = OFFICIAL RECORD BOOK H�JI: iL16i HAP RbON REVIEWED PB) = PLAT = PLAT BOOKPG �+ II� : �+nDpDR/D1/� q��q v WITH THE FLORIDA = PAGE TY LINE ROF DuIL6/II1O COD POB POC = POINT BEGINNING = POINT OF COMMENCEMENT PRM -PERMANENT REFERENCE MONUMENT THESE PLANS AND ALL PROPOSED WO':: ARE SUBJECT TO ANY CORRECTIONS RLGUIRED RY NELG INSPL TORS THAT MAY 9E NEUESaARY 1N ORDER T/O� I1pp COMPLY WITH ALL APPLICAILG 00091%, R/W = RIGHT-OF-WAY /J RC = RAISED CURB RCP = REINFORCED CONCRETE PIPE RPB = ROAD PLAT BOOK Z -c\ SLP = STOPE LIGHT POLE SMH = SANITARY MANHOLE __ c^ SBTMH = SOUTHERN BELL TELEPHONE MANHOLE -- - Z STMH = STORM MANHOLE TB = TRAFFIC BOX TLP = TRAFFIC LIGHT POLE TV = TELEVISION G< UE = UTILITY EASEMENT LOCATION MAP WP = WOOD POLE NOT TO SCALE to '� `0 LEGAL DESCRIPTION: v� SYMBOLS: = GUY WIRE ANCHOR UNIT NOS. A-1, A-2, A-3, B-1, B-2, B-3, C-1, C-2 AND C-3 OF KING NEPTUNE ESTATES, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM RECORDED IN OFFICIAL RECORD BOOK 3043, PAGE 631, AND p C =CATCH BASIN = CABLE TELEVISION BOX ALL EXHIBITS AND AMENDMENTS THEREOF, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, TOGETHER WITH (& = CLEANOUT AN UNDIVIDED SHARE IN THE COMMON ELEMENTS APPURTENANT TO SUCH UNIT AND ALL OTHER APPURTENANCES El = ELECTRIC BOX TO SUCH UNIT SET FORTH IN THE DECLARATINO FO CONDOMINIUM. ❑T = SOUTHERN BELL BOX = MANHOLE FORMERLY KNOWN AS: = FIRE HYDRANT >j = LIGHT POLE PARCEL "G", LESS THE NORTH 400 FEET, FE ENGLAR SURVEY PLAT, ACCORDING TO THE PLAT FILED IN.,,PLAT Q = POWER POLE BOOK 7, PAGE 13, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING WEST OF THE WEST RIGHT-OF- 0 = SPRINKLER HEAD oa =WATER VALVE WAY LINE AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 9405-107 w0 = WELL (SHEET 2 - 10). CONCEALED FASTENERS OR ATTACHMENTS ❑W = WATER METER ARE THE RESPONSIBILITYOFTHE -'& = WOOD POWER POLE TOGETHER WITH: X- = CHAIN LINK FENCE CONTRACTOR OF RECORD -OR- GUARD RAIL THE 14ORTH 156.92 FEET OF PARCEL "H", FE ENGLAR SURVEY PLAT, ACCORDING TO THE PLAT FILED IN PLAT - SET 5 8" 0 - / IRON ROD WITH PLASTIC CAP PSM#6330 BOCK 7, PAGE 13, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING WEST OF THE WEST- SIGHT -OF - WAY LINE AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 9405-107 (S+r.ET 2 - 10). SU."VEY REPORT: 1 ]HIS IS A SPECIFIC PURPOSE SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(0-k.), FLORIDA N ADMINISTRATIVE CODE. R pRNER 2. SURVEY BASED ON A BOUNDARY SURVEY PREPARED BY BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC., a c' N89'35'00"W 176.8'(D) TITLED: BOUNDARY SURVEY, JOB NO.: 9048, DATED: 11-6-11, LAST REVISION DATE: 10-26-12. S89'58'05"E 176.91'(C) - NW CORNER 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. GOVERNMENT LOT 1 4. BEARING BASIS: S22'58'40"E ALONG THE WEST RIGHT-OF-WAY LINE OF STATE ROAD A-1-A,. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. \ 6. THIS SITE LIES WITHIN FLOOD ZONE "AE", BASE FLOOD ELEVATION 7 & 8, BUIL.DING "L'IES IN ZONE N�U "AE", BASE FLOOD ELEVATION 8. ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY-PANEL;NO. \ 12111CO314 J, EFFECTIVE DATE 2-16-12. U ""w� 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A ' COUR7E$Y. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. N N�n�• 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE r'0C'. FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS"HAS BEEN Z %0, PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. PARCEL "C" °y 'o \ FE ENGLAR SURVEY PLAT o 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A MULTI. FAMILY TOWNHOME (PB 7, PG 13) N i RESIDENCE AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-97.051(15)(b) r r a \ o o pj (ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,5Q0 c �✓ J(Yo FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. Z ~ w1n \ LI LJ �� 10, SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL \ Z Z a¢J m RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. a r \ 000 0 Z " 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING -PARTY OR PARTIES \ i IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. LL T� \ o O \ w w 12. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE z REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET CPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS r THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY \ w STANDARDS AND SPECIFICATIONS FOR USING CPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE 3'58' "E 75.9' \ MINUMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 471.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. N 50p0 I 13. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: REEL DEAL V ENTURE CAPITAL, LLC, A FLORIDA LIMITED LIABILITY COMPANY Z� \ 14. Qc COPYRIGHT 2013 BY ALEXANDER J. PIAZZA PSM, INC. sOpO ° \ THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. -13 THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. �o \ REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF r A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. P14,ZZA PS.A, INC. DATE OF FIELD SURVEY: 3/18-22/13 \ DATE OF SURVEY: 6/14/13 ALEXANDLR J. P ZZA. PROFESSIONAL SURVEYOR AND MAPPER PLOT PLAN BUILDINGS "A" AND nB» FLORIDA CERTIFICATE No, 6330 ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LBf1280 Fax: (772) 340-2250 SPECIFIC PURPOSE SURVEY TRADEWINDS SEC 2 & 11, TWP 37S, RGE 41 E AS PREPARED FOR REEL DEAL VENTURE CAPITAL, LLC CAD K:\RUDDJONES\TRADEWINDS\DWG\13-1537 REF K:\RUDDJONES\TRADEWINDS\DWG\13-1537MG FLD CJM/AJP FB. PG. JOB 13-1537 OFF CJM DATE 6-14-13 REVISIONS: BY: CKD AJP SHEET 1 OF 1 DWG D-0525 1 �I Or' 6'1" IT, X 12" �I O CMU COLUMN cz o� 0 N rp N In N 12" X 121, - CMU COLUMN ( 19 — DINING ROOM 94 CEILING 0 10-0" ELECTRIC METER 460 " 23' 8 IF 8 rr 21, 8 rr 10'2 12'0„ 214" 710,r 5'8" 5'4" 1-0 CONGrECONCRETE STEPS 4KISER STEPS 41ZOER507" 4R15ER ®T 3TREAD50ILP 3TREAD via, HOSE I H05E BIBB I 2M SH B155 4 Igo 0 El 1E110 STORAGE STUCCO FINISH o LAUNDRY o ONINTTERIORWALLS CEILING 010-0" COVERED PORCH a6 IF 9101, CEILING 0 10-0" \ 2860 DRYER VENT 4rvi DE 0 THRUROOF2680© '4" Mo Q 30 SWING DOOR — UNDRY W/ 51DELITES E 36" FRIG. 2680 EI MIC 110 PCKT OV N ICE 2'6' 410" 2'0" 2, 4'0" 2r6 FCF-C KITCHEN KITCHEN O A.0 O O Q (,UI m o N IrKtt=Ur, RCLOSET WATER HE UNDER ST WITH PAN ANEL It N UNDER STAIRS SHELVE, 2480 UM PLUMBING STACK '6" 64" 0 —_ =' 'T5 W K GREAT }LOOM CEILING 010-0" Ln 0) 23'0" H05Ea S. 0 0� El 1 0 $ (30?"IX72V4"M.O.) COVERED o ENTRY I Jr IF HIGH BAR - 1 r HIGH BAR 5' 0 " iv ✓ccr BOX.BEAMABOVE CMU N 2800 COLUMN IXWW'M.O. --- — I �4 I � IM m COVERED j s PORCH j m CEILING 0lu-u" N " 12'XIT' 0 CMU I COLUMN 5000 SWING EL15 N'Wg"M.O.RW/5 rn V N Rs N 12,6r, Q ? o _ N � N DINING ROOM CEILING 0 10-0" N �7 3 o� ELECTRIC Q METER CLO ET UNDER RHEATER A/C 2480 STAIRS UND R STAIR COMPRE5 I WT PAN& SHELVES PLUMB STACK T4" 5'6„ V r 1 X N GREAT ROOM a " N �_ CEILING 0 10-0" 21' 0 " FOH05E BIBB 060 5H 3060 5H 3060 5Fj x 1/4" M.O.) j (38" X 721/4 M.O.) rO' X 721/4" M.O. � N m COVERED I A I ENTRY I I CMU j I CMU I I I CMU '° 1 D COLUMN ' CMU N COLUMN I I COLUMN COLU 83 IF 1, 4 IF 1,9„ CONCRETE STEPS I j CONCRETE 5TE, 4RI5ER5®T' 4KI5EKS07' j 3 TREADS 010' I 3 TREADS 010' 4'0" 5'6" 10'0" 4'2" 3'10" 64,r 516" 41011 23' 8" 8" 21, 8" FIRST FLOOR PLAN 1/411= 11-011 FIRST FLOOR PLAN 1/411= 1�-01 23' WIDE UNIT 21' WIDE UNIT I SQUARE FOOTAGE FI95T FLOOR UNDER AIR 1092 SO. FT. SECOND FLOOR UNDER AIR 1088 SC4 FT. COVERED ENTRY PORCH 112 SQ. FT. COVERED REAR PORCH 205 SQ. FT. TOTAL UNDER AIR 2180 SQ. FT. TOTAL ALL AREAS 2497 SOL FT. BUILDING NOTES STRUCTURE 5UBJECiTO NEGLIGIBLE WEATHERING AND VERY HEAVY TERMITE DAMAGE PER TABLE K301.20) WALL & CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLAS61FICATION OF NOT GREATER THAN 200 WALL &CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 GYPSUM BOARD MATERIAL SHALL COMPLY WITH FBC R702.3 CERAMIC TILE SHALL CONFORM TO FBC 9702.4 THESE FILMS HAVE MIN REVERED INAWMECE ifE°EEflOAlqA E�EJ1E�1�a 5EGOND FLOOR PLAN 1/411 = 11-011 23' WIDE UNIT 1X4 P.T. WOOD BUCK All 1/4" TAPCON5 0 12"O.C. 3" FROM CORNERS 11/4' MIN. EMBEDMENT v � v FILLED CELL WOOD DUCK DETAIL W I NDOW /DOOR FRAME CONNECTOR5PEP MANUFACTURER THRU BUCK INTO BLOCK WALL N.T.5. WINDOWS AND DOORS TO BE FOAMED IN PLACE AND CAULKED AFTER INSTALLATION. FRAME ANCHORAGE PER PRODUCT APPROVALS 5E60N1) FLOOR PLAN 1 / 411 = 11 - 011 21' WIDE UNIT O N O_ >L Z LIC) < O n Lu N n � 00 Ln Cn �J s (1� J LL 2 Cu w F_ Oq o 1 Go \ rI IL V LU LL J v U C:) Ljj 'V �C C-4 CN r"I Ln 00 IL LL-TT JLLJ b � cm Lo LLI Ln L cc n LLJ LLJ ®7 r LL M E METAL SHED ROOF FRONT ELEVATION 1/411= 11-011 UNIX END UNIT 12 31 12 41 � U COLUMN STUCCO FIN15H FRONT ELEVATION 1/411 = 1'-01I 21' WIDE END UNIT CEMENT TILE ROOF +46.5 P5F 50.5 P5F HARDI-DOARD ON SECOND FLOOR +48.1 P5F 51.6 P5F STUCCO FINISH ON FIRST FLOOR +47.3 P5F -51.3 P5F TOP OF ROOF 0 12 METAL ROOF OVER ENTRY PORCH \ � 4 WOOD COLONIAL COLUMN 12 4[, TOM RA NAVE 6Z MOB 100MMIMPERMIX UNME RIGrHT ELEVATION CEMENT TILE ROOF FILE COPY HARDI-BOARD ON SECOND FLOOR STUCCO FINISH ON FIRST FLOOR +47.3 P5F +47.3 P5 51.3 P5F 51.3 P5F 1/411 = 11-011 (OAK tLtVAl IUN 1/411 = 11-011 21' WIDE END UNIT ARETHESE PLANS ANO ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS U" WORK MAY BE NECESS4 D IP4S CTOR5 THAT COMPLYW17H ALLRY IN ORDER TO APPLICABLE CODER. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPOiSIBILPY OF THE CONTRACTOR OF RECORD REAR ELEVATION 23' V41DE END UNIT 12 13 +4v.6 PS 59.4 PSF 1/411 = 1'-011 s a Z� �o N � Lu � N G � n � co L1l d- m cr3 �11U J d w V Lr° Lu 4 xxZi LLI LL 'V J 0:.,: v u- O Lu N ',1 'V i1C C-4 CV A A- LIi 00 ® J LL W LL L m LIJ Liz ® Z Lu W � d o LLJ � � Q LIJ L-j Ln Lrl cn C L ® 0� cn - C 0 LEFT ELEVATION 1/411 = 11-011 STEEL REINFORCING OPENING I � —LAPPED STANDARD HOOK OR BENT BAR. MIN 6" EM13EPOMENTINTO BOND BEAM TYPICAL LINTEL DEARIN6r DETAIL SECOND STORY DAR FILLED CELL W1145 BAR EACH FROM BOND BEAM TO BOND BEAM TOP OF BOND BEAM SEE FRAMING PLAN _ _ _ _ -- STANDARD HOOK %I►� % i'NMI OIL TOP OF BOND BEAM PRECAST CONCRETE LINTEL (SEE LINTEL SCHEDULE) COLUMN REINFORCING FILLED CELL W/ 1 #5 FROM BEAM TO FTG. 1/2II=1'-011 TYPICAL BOND BEAM LAPPED STANDARD HOOK OR BENT BAR. MIN 6" EMBEDDMENT INTO BOND BEAM COLUMN REINFORCING FILLED CELL W11 #5 FROM BEAM TO FTG. T virei Tic RCAU COPPER DRIP EDGE OVER PT IX2 NAILER 5/40 HARDI FASCIA OVER 2X6 5U5 FASCIA TOP OF BOND BEAM ELEV.20'-2" 5ECOND FIN15H FLOOR ELEV. 11'- 51/4" GUTTER 3X5 DECORAI OUTLOOKER5 STUCCO SOFFIT- 1X8 STUCCO STUCCO LAP 51DING STUCCO DET 2 COURSE BOND BEAM WITH 2 #5 CONTINUOUS 5/8" STUCCO FINISH 8" CONC. BLOCK WALL W/ FILLED CELLS (1 #5) 0 4'-0" FIR5T FINISH FLOOR ELEV. 0'-0" 1 COURSE BOND BEAM WITH 1 #5 CONTINUOUS TOP OF BOND BEAM (2) FILLED CELLS W1145 BAR EACH FROM BEAM TO FOOTING WE PLMS HAVE BUEN a9vil"ENED ICI JCCo&4NCt7VM RE FMDA 5/8" CDX PLYWOOD SECURED TO TRUSS TOP CHORD - W/8d RING SHANK NAILS 0 6" O.C. FEILD, 6" O.C. 0 EDGES ENTEGRA CEMENT FLAT TILE OVER POLY5TIGK TU PLU5 5ELF-ADHERED UNDERLAYMENT OVER - 5/8" CDX PLYWOOD. TILES MECH. ATTACHED WITH 10 d RING SHANK NAILS (2 NAILS IN EACH TILE) WOOD ROOF TRU55E5 W 24" 0. C.� 3'-Olt 1X4 y 12 2X4� 4� SIMPSON HETA16 LATERAL BRACING 0 7'-0" 30" X 16" CONC. STEM WALL - FOOTING W/ 3 #5 CONTINUOUS 2 COURSE BOND BEAM WITH 2 #5 CONTINUOUS INSULATION 1/2" GYPSUM OVER 1X FURRING 5/8" GYPSUM CEILING 5/5" PLYWOOD W/ 1/2" SECOND LAYER 16" FLOOR TRUSSES 0 16" O.C. THESE PLANS AND ALL ARE SUBJECT TO ANY t RFQUIREO By FIELD IN' MAY BE NECESSARY IN COMPLY WITH ALL APPI. CONTINUOUS LATERAL BRACING ICONENE SPRAY INSULATION TO 50TTOM OF SHEATHING AND ON FIREWALL 5IMP50N HT516 NOTE: TRUSSES NOTCHED AT 50TTOM TO RE5T ON LEDGER CONCEALED FASTENERS OR ATTACifl{EifIS ARE THE RESPONSIBILITY OFF CONTRACTOR OF RECORD K4.1 INSULATION 1/2" GYPSUM OVER 150' MTL FURRING (2) 2" X 8" P.T. LEDGER TO BOND BEAM (2) 2" X 8" P.T. LEDGER TO BOND BEAM W/ 5/8" ANCHOR WEDGES 0 32" O.C., W/ 5/8" ANCHOR WEDGES 0 32" O.C., STAGGERED AND 6" EMBEDMENT, TYPICAL STAGGERED AND 6" EMBEDMENT, TYPICAL K4.1 INSULATION 1/2" GYPSUM a K4.1 INSULATION o OVER 15/8" MTL FURRING 1/2" GYP5UM OVER IX FURRING EXPANSION JOINT EXPANSION JOINT 4" CONG. SLAB - \ ' V V I V \ ' V \ i '' V V ' V 4 P \ • p \ V V / 4 \ 1- \ 1-" sv e p4vo`v� `Illi''a' a -6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED 501L TYPICAL 5EGTION TERMITE TREATMENT 3/4II _ 11_OII 30" X 16" CONC. STEM WALL - FOOTING W/ 3 #5 CONTINUOUS SED Woti,( TIONS iS THAT TO CODES, 1 COURSE BOND BEAM WITH 1 #5 CONTINUOUS **2-HOUR FIREWALL 1 COURSE BOND BEAM WITH 1 #5 CONTINUOUS K4.1 INSULATION 1/2" GYPSUM OVER 15/8" MTL FURRING \__2 COURSE BOND BEAM WITH 2 #5 CONTINUOUS R4.1 INSULATION �1/2" GYPSUM OVER 15/8" MTL FURRING 0 \\--I COURSE BOND BEAM WITH 1 #5 CONTINUOUS sv>vmQ b'vo ':a ov a a s N O Z Q 0 w 0 co L17 m m (1� J 1 w 'qQ I� O� a �o Z " Go V iA LIA Ln . xR L_u LL l V O Q Lu N �V LV N N 4 W In M ® J LL. LL. LL Lo Ir (o w Ln LL LJ Ln IJ f� rm Lu ® z z 2 U #=4 L! 7 cn LL r ® P I—� 3 X I� P IF' E50ND 13EAM STEP 1/211=1'-011 4" GONG. PORCH SLAB 1/8" PER FOOT 5LOPE v O O O O O O O i O i 10" 1 COUR5E BOND BEAM P•° e WITH 1 #5 CONTINUOUS lAI / v °GONC.'af€P5° / e FILLED STEM WALL O _O -9 v0 v0 v0 v0 W/ #5 0 48" O.G. % C C C O 16" X 10" 5TEM WALL (3) #5 BOTTOM BAR5 FOOTING WITH P• ' P=• DOWELED TO 57EM WALL (2) #5 CONTINUOU5 AND 5'fFP SECTION ENTEGRA CEMENT FLAT TILE OVER POLY5TICK TU PLU5 SELF -ADHERED UNDERLAYMENT OVER 50' CDX PLYWOOD. TILE5 MECH. ATTACHED WITH 10-d RING 5HANK NAIL5 (2 NAIL5 IN EACH TILE) 50' CDX PLYWOOD FILE eo?,y ICONENE SPRAY INSULATION 5ECURED TO TRU55 TOP CHORD TO BOTTOM OF SHEATHING 12 W/8d RING 5HANK NAIL5 +/ 28" I6 0 6" O.C. FEILD, 6" O.C. 0 EDGES HIP CARRIER COPPER DRIP EDGE OVER PT 72 NAILER GRADE GIRDER TRU55 Z71-01,JACK 51MP50N HETA16 5/4X8 HARDI FA5CIA OVER TRU55E5 0 2' 0. G. 2X6 SUB FASCIA 4 12 �4 TOP OF BOND BEAM - - -------------------------------------- ELEV. 20'-2" 5/8" GYP 5UM CEILING-1LINTEL L-2A " 8F16-1BI1T o• � 3/411 — 11_011 METAL 5ALE5 "IMAGE 1[" 26 GAUGE ROOF OVER 304 FELT TIN TAGGED TO 5/8" CDX PLYWOOD 5EGURE W/ #8 X 3/4 PANCAKE 5CREW5 0 12" O.C. 50, GDX PLYWOOD 5ECURED TO TRU55 TOP CHORD W/8d RING 5HANK NAIL5 12 0 6" O.C. FEILD, 6" O.C. 0 EDGE5 �4 ZCANTILIVERED PORCH TRU55E5 9 24" 0. C.7 51MP50N HETA16 ° PORCH CELING: 3/8" PLYWOOD WITH 5/8" BEAD BOARD FIN15H 4" GONG. PORCH SLAB 1/8" PER FOOT 5LOPE, 12" X12" CMU COLUMN FILLED W/ (2) #5 24" X 24" X12" CONCRETE PAD FOOTING W/ (3) #5 EACH WAY 12" O.H. GRADE ALUM. DRIP EDGE OVER PT 1X2 NAILER 5/40 HARDI FA5GIA OVER 2X6 5U5-FA5CIA --- — — TOP OF WOOD BEAM ELEV. 91-5" DECORATIVE OUTLOOKE95 8'k8" LINTEL 8" X8" CMU COLUMN FILLED W/ (1) #5 +/ 28" DEPROOM 5/8" PLYWOOD W/ 1/2" 5ECOND LAYER 5ECON_D_FIN15H FLOOR ELEV. 11'-5116' - - 16" FLOOR TRU55E5 0 16" O.C. R-19 IN5ULATION (PORCH CEILING) EGRE55 WINDOW PRECAST — WINDOW 51LL 1/2" GYPSUM OVER 1X FURS R4.1 IN5ULATION LINTEL L-9 8F32 WITH 1 #7 5TTM COUP,' 1 # 5 MIDDLE COUR5E5 AND 1 # 5 TOP GOUR5E v• 5OFFIT 5TUCCO LAP 51DING FLA5HING U26 2X" PT LEDGERS TO BLOCK WALL W/ 1/4" TAPCON5 012" O.C. 11/4" EMBEDMENT 2" X 4" CEILING — J015T5 0 24" O.C. 3/8" PLYWOOD WITH 50' BEAD BOARD N I REAR fOKU 5 6TION FRONT FOKU SECTION 3/411- 11-011 REAR PORCH 3/411 _ 11_011 2" X 6" (5YP#2) RAFTER5 0 24' O.C. 8"x8" LINTEL MESE PLANS HAVE E Eta EYE .0 IN ACCORDANCE WITH THE FLORIDA BUILDING CODE', METAL 5ALE5 "IMAGE II" 26 GAUGE ROOF OVER 30# FELT TIN TAGGED TO 5/8" CDX PLYWOOD 5EGURE W/ #8 X 3/4 PANCAKE 5CREW5 0 12" O.G. (ADJU5T A5 REQUIRED) 12 �3 4" GONG. PORCH 5LAB 1/8" PER FOOT SLOPE17, 24" X 24" X12" CONCRETE PAD FOOTING W/ (3) #5 EACH WAY SE PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO PLY WITH ALL APPLICApk,g cap", 1LED FASTENERS OR ATTACHMENTS E THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 5/8" CDX PLYWOOD 5ECURED TO TRU55 TOP CHORD W/8d RING 5HANK NAIL5 a 6" O.C. FEILD, 6" O.C. 0 EDGE5 5IMP50N HETA16 COPPER DRIP EDGE OVER PT 72 NAILER 710 FA5CIA 50ARD OVER 2X8 5UB-FA5CIA TOP OF WOOD BEAM ---------- --------- ---- •` ELEV. 10'-0" • 5TUCCO SOFFIT O 10 C O O jQ O O ln.n GONG.5TEP5 8"x8" LINTEL WITH 1 #5 BOTTOM BAR AND 4" OVERPOUR WITH 2 #5 TOP 5AR5 STUCCO FIN15H 12" X12" CMU COLUMN FILLED W/ (2) #5 0 N 0 Q Z a 0 w 0 co Ln cm m �V V J L.L 14- LI_, o °Zi �m d I 1� w W u LA- u L p w 4 N �j 4C CV o- N Ln cn 00 Nn LL— Lu U LLj Lo w Ln ® z LLJ Li Ln I= LLJ ® Z g p W ® U Z Ln cn �L _ CT)�q% 1 I q � 7i WOOD BASE 66TWTE LINTEL %W-DULL - FIR5T FLOOR LINTEL NO. LENGTH SAFE GRAVITY LOAD (POUNDS PER FOOT) APPLIED GRAVITY LOAD SAFE UPLIFT LOAD (POUNDS PER FOOT) (POUNDS PER FOOT) APPLIED UPLIFT LOAD (POUNDS PER FOOT) COMPOSITE BEAM L-1 3'4' PRECAST 8054 348 5591 261 8F24-013/iT L-3 74" PRECAST 5681 3236 NA NA 6F24-15/OT L4 4'-4" PRECAST 2189 1459 NA NA 8F16-18/OT L-5 7'-8" PRECAST 5681 3236 NA NA 8F24-18/OT L-6 10'-4" PRECAST 643 201 401 151 8F6-115/0T L-7 7'-2" PRECAST 5661 3168 NA NA 8F24-1B/0T L-6 10'-10" PRECAST 2423 13M NA NA 8F24-18/0T L-9 14'-2" PRE5TRE65ED 2712 1391 NA NA 8F32-113ATAM L-10 7-8" PRECAST 752 440 727 330 8F8-1D/OT L-11 9'-0" PRECAST 752 55 591 41 8F8-iB/OT L-12 14'-2" PRESTRESSED 753 348 390 261 8F12-18/2T L-13 8'-4" PRECAST 752 193 591 144 8F8-16/OT NOTE: APPLIED LOADS LISTED IN TABLE MAY BE FOR MAXIMUM CONDITIONS ONLY ROOF TRU55 GONNEGTOR %WXU.E - FIR5T FLOOR UPLIFT LATERAL LOAD FASTENERS LOCATION MODEL FLORIDA ALLOWABLE CAPACITY MANUFACTURER 19 # APPROVAL# CALCULATED ALLOWABLE CALCULATED LOAD (MAX.) CAPACITY LOAD (MAX.) F1 F2 BEAM/PLATE TRU55/RAFTER T52 51MP60N HETA16 11473.3 2361bs. 18101be, 901be. 3401bs. 7251be. --- 9-10011/2 T53 SIMPSON H10 10456.6 293100. 9951be. 901be. 5901be. 2551bs, 8-8dX11/2 8-8dX11/2 G52 51MP5ON HETA16 11473.3 1162 [be. 18101bs. 901be. 3401be. 725Ibs. --- 9-tOdXI 1/2 BOTTOM CHORD 0r TRU55 5/8" GYPSUM WALLBOARD TOP CHANNEL PLATE 1/2" GYPSUM WALLBOARD 3 5/8" METAL STUDS a 16" O.G. BOTTOM CHANNEL PLATE EA5TENED TO SLAB W/ HILT[ DRIVE PINS 4" GONG. SLAB OR TRU55 TOP CHORD INTERIOR WALL PARTITION NON LOAD DEARIN6 3/411 = 11-011 FLOOR GIRDER FG 6 (2) HT516 STRAP DOUBLE 2" X4" 5TUD5 FLOOR GIRDER FIG 17 HANGER PER TRU55 COMPANY P05T/GrIRDEI DETAIL SEE REAR PORCH PORCH SECTION. SHEET 5 SEE REAR PORCH PORCH SECTION. SHEET 5 11211=11-011 CIVIL! COLUMN H CMU COLUMN HJ HJ DOUBLE2X4 UNDER GIRDER TRU55 (SEE DETAIL, THIS SHEET) 2X4 PT LEDGERS TO BLOCK WITH 1/4" TAPCON5 012" O.C. 1V4"EM15EDMENT o (TYPICAL) n G5-2 u=eG2# H 4 ��iNppw y9k��P�dIV ". Sil;! 1ffV55r'f'ill T5-2 UE2831t THE PLANS HAVE K10i REVITMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. T5-2 U=293# THESE PLANS AND A L PROPOSED WORK RpCUlf ED BY OLNCORRECTIONS I14SPECTORSTHAT COMPLY WITH ALL AP 2LICADLE CODES. L-12 1 0 � N N .... 0 L-9 L- -------------------------- -------------------I ---------------- ---------------------- ® _—_—__---------_—_—_-----—_—_-------_---_— © --------------------------------------------- L6---------------------------- --------------- ©-- ©----------- --- ---�. ---------------- ----------------------- ------- — — — — — --� -----------------� z w ----------------- _-—_—_—_—_-------_—_—_—.—_—p_p _—_—_—_—_—_—_—_—_—_—_—.—_—_—_—_—_—_ © m i _—_— —_—_—_ -_—_—_—_Nit —_—_—_—_—_—_—_—_—_ —�rd Z x _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—.—_ —_ © ---------------------------------------------' ------------------------------------------- £L3 • ...... -----------------~---------------------- — —I� — — — — — — — — — — — — — — — — 0 ©------ ------ ---------------------------------- - —+ ------------------------------------- ------------------------------- r --------------------------------- ------ •0 0 - - - - - - - - - - - - - - - - --- ------------------------------ .. ■ OVER0---------------------------- ------- QF-PLUMBING �-B7?ZT------ —— - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — — - — —--------------- ---- -----------------------------------------I L -----------fiIR9ER---- — - — - 0 _ _ ElI------ ------ ------ ---------------- --- — •I3 -----------------_ ----------------------------- ,T --------------_------- --------------------- -� o ----------------------------------------- (-' ©•m-o¢ 16" DEEP FLOOR TRU55E5 m024"O.C' - — - — - — - — - — - — - — - — - — - — - — - — - — - — -------------- sw--------------------------------------------� 0 3 —_—_— _—_—_—_—_—_—_—_—_—_—_—_—_—_ — — — — —--------------------------- — — •`✓_3_—_—_—_—_—_—_—_—_—_—_—_—_—_---_—_—_—_—_—_—_ ----_—_—_—_—_—_—_—_—_---_—_—.—_—_—_—_—_—_-- — ---------L--4----------------------L-4-- I — — —Sw — — —P — — — —.• -—� —P — — — ------------------------------------------ — — — — — — — — — — — — — — — — — � .� P HI ARRGIRERTRUSS --L-4 0 GS-2 0 � p a U=1162A � N S) 8 G U 8" C U L-13 X5"CMU L_3 8"X COU T5-2 u=2367 L 12,4" 0' 14'0" U.H. FIRST FLOOR FRAMING PLAN 1/411 = 11-011 0 4" O.H. 0 N O z nC Lu Q 00 L,(7 m m 'Y W W 4 J L1J (� V olJ Lu 'V Ln C4 0- CV Ln 00 Lu V Lu Lo N L m U Lu IU LU Lrj r LPL Nn cn P �q 1� I r q � 1 `d Irai 01 FEILELT916AL PLAN 1/411 = 11-011 ALL ELECTRICAL WORK PER NEC 2008 5MOKE DETECTOR5 TO BE HARD -WIRED AND INTERCONNECTED LIGHT FIXTURE IN CL05ET5 TO BE FLOUR. OF, EXPLO51ON PROOF ELEGT916AL KEY =9-- DUPLEX OUTLET DUPLEX -SPLIT WIRED W.P. DUPLEX -WEATHERPROOF 220 OUTLET CEILING FIXTURE I� MOUNTED FIXTURE (0) ROUND RECE55ED CAN VANITY LIGHT FLOUREOCENT STRIP ® EXHAU5TFAN a EXHAUST FAN /LIGHT COMBO 5MOKE DETECTOR (HARD WIRED AND INTER-CONNEGTED) —d TELEPHONE -❑ TV OUTLET © SPEAKER -FLUSH CEILING MOUNT L❑ P15GONNEGT ONE WAY 5WITCH Lj THREE WAY 5WITCH -14t FOUR WAY 5WITCH R- PU5H BUTTON R FLOOD LIGHT ELEGTRIGAL PANEL 5GHEDULE DESCRIPTION POLE TRIP KW WIRE AHU HEAT STRIP # 1 2 60 10.0 #6 A/C COMP UNIT # 1 2 30 #10 WATER HEATER 2 30 4.5 #10 RANGE 2 50 5.0 #6 DRYER 2 30 5.0 #10 REFRIGERATOR 1 20 1.2 #12 DISHWASHER 1 20 1.2 #12 DISPOSAL 1 20 1.2 #12 WA5HER 1 20 1.5 #12 (3) SMALL APPLIANCE 1 20 4.5 #12 MICRO OVEN 1 20 2.0 #12 ICE MAKER 1 20 2.0 #12 OUTDOOR LIGHTS 1 20 2.0 #12 OUTDOOR LIGHTS 1 20 2.0 #12 OUTDOOR GR 1 20 1.0 #12 OUTDOOR GFI 1 20 1.0 #12 GENERAL LIGHTING 1 20 & RECEPTACLES 6.5 #12 TOTAL CONNECTED LOAD = GENERAL LIGHTING CALCULATIONS: 3 WATTS PER SQUARE FOOT X 2180 50. FT 51.60 KW = 6540 WATTS FI F 'TF%16AL LOAD GAL "TION AHU HEAT STRIP 40100% FIRST 1OKW 60100% REMAINING KW (31.60) 0 40% = 10000 WATTS = 10000 WATTS = 12640 WATTS TOTAL LOAD = AMPS REQUIRED: 32640 / 240 = 136.00 AMPS = 32W WATTS TO DOWNSTA SWITCH FILE OPT 5EGONO FLOOR II I II ELEGT916AL PLAN 1/4 = 1-0 ALL ELECTRICAL WORK PER NEC 2008 TtiESEINTRCONECTE PLRI�StIAVEELEN�E�lI�Y�tD UGOHT FIKE XXTURE ION C�OOE5T5T0 BDEWLOUR. OR-IRED ANDEXPE050NNPROOFD .CCORDANCEWITH TIDEFLORIDA 0!JIIDINO CODE. 150 AMP MAIN BREAKER THESE PLANS AND ALL PROPOSED WORK INDOOR PANEL MOUNTED IN ARE 8usJECT TO ANY CORRECTIONS UTILITY ROOM UNDER STAIRS RS�OUIRED BY F ELD INGPECTORS'THAT MAY RE NECESSARY IN ORDER TO cgMPLY WITH ALL APVLICAPL@ COpAA, F.P.&L. ELECTRIC METER mVie' i1 r mo fY mp 1 w-@ 1 1 Fig �� ' 4� �iINCOMING ,) #1 THWN Cu CONDUCTORS 2" PVC CONDUIT (1) #4 UFER GROUND IN 1/2" PVC CONDUIT TO FOOTING STEEL TOWNHOUSE 915ER DIAGRAM NOT TO 5GALE 0 N O 1L z n Lu 00 L17 m cm [1� V J L.L -0 1 r co ^ IL w o 4 J L1J LL u- v O 0 � �V i1C C-4 rn CV Ln cn 00 V�_ K7 LL- Lu Lo L.J Ln ® Z: LLJ LJ LLJ Z ® ct ® V Z Ln cm LLJ el a FIRST FLOOR ELE 716AL PLAN 1/411= 11-01 916HT SIDE UNIT ALL ELECTRICAL WORK PER NEC 2005 SMOKE DETECTORS TO DE HARD -WIRED AND INTERCONNECTED LIGHT FIXTURE IN CL05ET5 TO DE FLOUR. OR EXPLO51ON PROOF ELECT .IGAL KEY =0-- DUPLEX OUTLET DUPLEX-5PLIT WIRED W.P. $ DUPLEX -WEATHERPROOF =ED 220 OUTLET CEILING FIXTURE I¢- MOUNTED FIXTURE �O> ROUND RECESSED CAN VANITY LIGHT ® FLOURE5CENT 5TRIP EXHAU5TFAN EXHAUST FAN /LIGHT COMBO © SMOKE DETECTOR (HARD WIRED AND INTERCONNECTED) -4 TELEPHONE ❑ TV OUTLET O SPEAKER -FLUSH CEILING MOUNT LI-1 D15CONNECT ONE WAY 5WITCH THREE WAY SWITCH FOUR WAY SWITCH o- PUSH BUTTON FLOOD LIGHT ELECTRICAL PANEL SCHEDULE DESCRIPTION POLE TRIP KW WIRE AHU HEAT STRIP # 1 2 60 10.0 #6 A/C COMP UNIT # 1 2 30 -- #10 WATER HEATER 2 30 415 #10 RANGE 2 50 8.0 #6 DRYER 2 30 5.0 #10 REFRIGERATOR 1 20 1.2 #12 DISHWASHER 1 20 1.2 #12 DISPOSAL 1 20 1.2 #12 WASHER 1 20 1.5 #12 (3) SMALL APPLIANCE 1 20 4.5 #12 OUTDOORUGHT5 1 20 2.0 #12 OUTDOOR LIGHTS 1 20 2.0 #12 OUTDOOR GFI 1 20 1.0 #12 OUTDOOR GFI 1 20 1.0 #12 GENERAL LIGHTING 1 20 & RECEPTACLES 5.8 #12 TOTAL CONNECTED LOAD = GENERAL LIGHTING CALCULATIONS: 3 WATTS PER 5QUARE FOOT X 1923 5Q. FT 48.90 KW = 5769 WATTS ELECTRICAL LOAD C&OUILATION AHU HEAT STRIP 60100% FIR5T IOKW 0100% REMAINING KW (26.90) 6040% =10000 WATTS = 10000 WATTS = 11560 WATTS TOTAL LOAD = AMPS REQUIRED: 31560 / 240 = 131.50 AMPS = 31560 WATTS Q Q BEDROOM BEDROOM OO O - S zr -------------- ® i / S STORAGE , , j CLOSET I �� J EXHAUST FAN /% AHU # T VE ❑ ROOF I MECH alej / fA J ENfED R k jBA1 H FLIPPED UNIT p `I MASTER BEDROOM 1 1T �� 71 FILE 12' UOPY 5f6OND FLOOR _ ELEGTRIGAL PLAN 1/4 - -011 916HT SIDE UNIT l.Gub P�fi� ��� `N �iEV9r�JD ALL ELECTRICAL WORK PER NEC 2008 �'vJCI'�CdlT�ITI��FLORIDA SMOKE DETECT0R5T0 DE HARD WIRED AND INTERCONNECTED LIGHT FIXTURE IN CL05ET5 TO DE FLOUR. OR EXPLO51ON PROOF 0IJILAINO CODE T;'['SE PLANS AND ALL PROPOSED WORK �( T, uBi 'cv TO ANY CORRECTIONSSTHAT I (150 AMP MAIN BREAKER t ,' F r v F END INSPRDER T tHgT I I INDOOR PANEL MOUNTED IN r N c. ;;:i3RY P ORDER Q UTILITY ROOM UNDER STAIRS :aiF Y M+w1 A" APPI.,IGABLE C6B�e6, F.P.&L. CONCEALED FASTENERS OR ATTACHMENTS ELECTRIC METER ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD INCOMING F.P.&L. SERVICE -(3) #1 THWN Cu CONDUCTORS IN 2" PVC CONDUIT (1) #4 UFER GROUND IN 1/2" PVC CONDUIT TO FOOTING STEEL TOWWU5f 91%9 DIAGRAM NOT TO SCALE I 0 POW WrTCH N O N 0 I Z N < o �1 n � � n N J � 00 Ln cn m (1� J W w I 4 LLJ LL J u O N �V i1C CV O- CV Ln cn Nn Li LLJ Lu Ln U 00 0 Ln LL Z Ln L LLJ w U ® Ln 7- 3: co 1�7 - on P r b UNIT # TON MANUR CONDENSING T UNIT MODEL AC#1 2.5 BRYANT 126BNA030****A** LEGEND A.H.V UNIT MODEL CFM SEER COOL BTUH HEAT BTUH ELECTRIC HEAT KW AHRI CERT SUC & LIQ LINE SIZE TOTAL FX4DN(BX)037 1057 16.0 28,800 17,000 7.5 KW 4863309 3/4"&3/8" A RETURN AIR DIFFUSER fFM 10x10 4W CONDENSING UNIT ECFMBAIR SUPPLY DIFFUSER 10x6 1W 50 CFM FAN MODEL SPA-90 GREENHECK OR EQ. W/ 4" DUCT TO EXT 12" MIN. q 6x6 W FROM CFM 1 Bloc. RETURN AIR DUCT 0 10x10 1W CFM AIR SUPPLY DUCT 2) CONCRETE V ANCHORS (TYP) 4" THICK — — — — 3/4" PVC CONDENSATION CONCRETE BASE ATION LINE — — j BY OTHERS — 9 SUPPLY AIR m _10 2'x2"xi ANGLE FRAME CEILING bMTHANDLING REFRIGERANT LINES CONDENSATE DRAIN WITH TRAP OPT NEOPREME P/ VIBRATION ISOLAP S FLOOR BENCH VERTICAL AHU DETAIL N.T.S. L BEDROOM#2 10x1 86 5"7" � ~� C STORAGE 1: 2420 R.A.G. THROUGH WALL " PVC DR — 12" 0 N 1C 8„ BATH 5" 60' 4' 5- I1 I BEDROOM #1 1 I I x10 RTG 65 1r i 6 6 CL05ET C . 8 — (2) #10 TACSCREWS (TYP) B. S"MIN. LX LINEW/1/2" INS 8 BARRIER LIQUID LINE W/O INS C.U. MOUNTING DETAIL SEE MIAMI TECH TIEDOWN DETAIL i ►UIPMENT SCHEDULE & LEGEND I I BEDROOM#1 15EDROOM#2 I I I pe 10x10 RTG 10 10 RTG ep 86 65 86 �7„5., ~ � 7" � 5 ~ Ox1 RTG C ATH 4" 4" 12 STORAGE 24 6 ~51, ROUGH WALL 8" 57 CL05ET C 8 � 4" r D 0 D 175 175 10" o :trim: BEDROOM MASTER BEDROOM 5' ~ 12N, PVC DR 2ND FLOOR MECHANICAL PLAN Scale: 3/16" =1' 1. PROVIDE & INSTALL A FORCED AIR SYSTEM INCLUDING, BUT NOT LIMITED TO AIR HANDLING UNIT, A/C COMPRESSOR, DUCTWORK AND AIR OUTLETS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. 2. MECHANICAL EQUIPMENT & FITTINGS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. WORK SHALL INCLUDE TRIM AND RELATED CONSTRUCTION AS REQUIRED. 3. PROVIDE EXPERIENCED, WELL TRAINED WORKERS COMPETENT TO COMPLETE THE WORK AS SPECIFIED. 4. UNLESS APPROVED BY THE DESIGNER, PROVIDE RELATED PRODUCTS AND ACCESSORIES FROM ONE MANUFACTURER. 5. ALL WORK SHALL COMPLY W/ MANUFACTURER'S SPECIFICATIONS. 6. SUB -CONTRACTOR SHALL PROVIDE COPIES OF MANUFACTURERS INSTALLATION, MAINTENANCE & WARRANTY INFORMATION. I 7. DELIVER, STORE & TRANSPORT MATERIALS TO AVOID DAMAGE TO THE PRODUCT AND OTHER WORK. REJECT ANY DAMAGED PRODUCTS DELIVERED TO JOB SITE. 8. VERIFY LAYOUT AND C.F.M. REQUIREMENTS SHOWN ON DRAWINGS AND NOTIFY DESIGNER OF DISCREPANCIES. 9. EXAMINE AND VERIFY THAT JOB CONDITIONS ARE SATISFACTORY FOR ACCEPTABLE WORK 10. MAINTAIN AND USE UP-TO-DATE TRADE STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 11. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 12. DUCTWORK SHALL BE R-6 MINIMUM (3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIER) IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 IN ACCORDANCE WITH 181 TESTS. 13. FLEXIBLE DUCT SHALL BE CLASS A IN ACCORDANCE WITH NAFPA STANDARDS 90A OR 90B INSTALLED STRICTLY AS DIRECTED BY MANUFACTURER, WITHOUT SAGS OR KINKS. 14. REFRIGERANT PIPING SHALL BE COPPER, HAND DRAWN TYPE L ACR TYP, DEHYDRATED AND SEALED JOINTS TO BE HIGH TEMPERATURE BRAZING ALLOY NOT LESS THAN 5% SILVER. INSULATION NOT LESS THAN 3/4" "ARMAFLEX" TYPE. LIQUID AND SUCTION LINES TO BE SIZED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 15. PROVIDE TURNING VANES FOR PROPER AIR BALANCING. 16. PROVIDE GASKETS AT ALL GRILLS AND DIFFUSERS. 17. DRYER VENT SHALL BE MIN. 25 GAUGE METAL PIPE WITH SMOOTH INTERIOR SURFACE OR APPROVED METAL MATERIAL AND INSTALLED AN D UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MINIMUM SIZE OF EXHAUST DUCT SHALL BE 4" INTERIOR DIMENSIONS. MAXIMUM LENGTH SHALL NOT EXCEED 25' FROM DRYER LOCATION TO WALL, ROOFCAP OR ENGINEERED EXHAUST SYSTEM. 18. BALANCED AIR RETURN - RETURN AIR SHALL BE 1 1 /2 TIMES THE CROSS SECTIONAL AREA (SQ INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM ITS SERVING & THE DOOR HAVING UNRESTRICTED 1" UNDERCUT. ALL SUPPLY AIR INTO THE MASTER SUITE SHALL BE INCLUDED. 19. SIZING FOR THRU THE WALL TRANSFER GRILLES SHALL USE 50 SQUARE INCHES TO 100 CFM OF SUPPLY AIR WITH UNRESTRICTED 1" DOOR UNDERCUT. 20. DUCTS SHALL NOT BE INSTALLED IN OR WITHIN 6" OF THE GROUND. 1 JAEgE'.EiaRE1111'11m V FLORIDA MH THE ourwan CODE. THESE PLANS ANC ALL "ROP94EP wOrl" ARE SUBJECT' 7O AAIY Cf41 54ECTjQkS RFflUIRETI BY FIE! -jj Otbr,,F�CTORS ,THAT MAY BE NECES&r R1' : E,f,ATO COMPLY W ITHAYUL. APR WLAVLE.COOE5, ONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 4 1ST FLOOR MECHANICAL PLAN Scale: 3/16" = P i K.O. ENERGY DESIGN, LLC 'efficiency by design' 1470 NORTH CONGRESS AVE WEST PALM BEACH, FL, 33409 561.327.7272 FAX 561.333.0775 FLORIDA STATE LICENSE #CACA15692 ( www.KoEnergyDesign.com ) PROPOSED A/C PLAN FOR TRADEWINDS 10161 S. Ocean Dr. JENSEN BEACH, FL 34957 MECHANICAL PLAN DRAWING INFO DATE 1/17/12 SCALE VARIES JOB # XXXX DRAWN BY D.MOYER REVISIONS OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF KO. ENERGY DESIGN, WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING FROM KO ENERGY DESIGN SHEET mol l 23-08-00 r 13-06-00 _- 1 II� 0 o I I o i; l I I II �I II I'I o C 4 F12 CONV FRAME (BY BLDR) 5 7 F11 o'-o°cLe 0 O o F14 co 8-08- P05r o. 00 3-08-00 0 LL: Y F13 O 1 ry - F17 LL. F15 F16 9'-O"GL6 1-1 11 oil 1 2-00-00 r -- - - 2-00-00 1-0 -08 - 2-00-00 6-04-00 1-1 THE Z�, MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 21-08-00 0 0 6 FO1 o `. o I 'v O F04 - 8-08-00 F07 o Pair LL F05 -- -: o 3-08-00 00 9 F06 0 0 LL. F06 O F03 L' <DY DLDRJ 70P � /l'-P' T N 0 — o !' o 0 7 8 F01 0 0 0 0 ti 4 12 LO E'7 \. \ uS S./C v........ < Q J m \ i 5 1 /2" a = M = J-69Z 9Luz oA CD Om LLI �STATEOF UL COVERED ENTRY Z /,,�A1 10 E }o NI-\\��\ ROOF DETAIL DO 1109 O BOYNTONBEA H,FL 33435 OD 46-00-00 REVIEWED 6112 23-08-00 0 21-08-00 0By julius at 9:47 am, , Oct 08 2013 1 r ODLo 1 � � ! 1 1 -os 4 12 CJ1 o A 4 CJ3 2nd FLOOR CJ3 ROOF DETAIL CJ5 CJ5 JUS24 �H THD46 0) 77 Cj JUS26 JO MSH422 19 — Aos r THD26 1�18 �K HJC26 2-0 -00 2-00-00 �D THD28 A08 2-0 0o z-o -oo OO THD26-2 - - - �- A17 A07; THD28-2 2-00-00 2-00-00 © JUS46 �0 - �> A16 A06 �, LOADING ROOF FLOOR WIND LOAD 2-0 -00 2-00-00 A15 �, a LIVE LOAD 20 40 ASCE 7-10 A05 H 0 DEAD LOAD 15 15 170 MPH 2- -00 2- 1 00 A14� A04 F 0 LIVE LOAD 10* 0 EXPOSURE C O - 2-00-00 Y m u DEAD LOAD 10 5 CATEGORY 11 A13 A03 - 9 TOTAL LOAD 45 60 FBC - 2010 -0 -00 2-00-00 1' Al2 A02 Z DURATION FACTOR 1.25 1.00 TPI - 2007 k 1-0 -00 1-0 -00 0o REV DATE BY REMARKS 1 A11 A01/- 1-0 -00 1-0 -00 Al2 A02 -i 12 6 IZ 2-00-00 2-00-00 A13 A03- \ 2-00-00 2-00-00 A04 4-' 2 -00 2- -00 A15 A052-00-00 2-00-00 It is understood that above conditions have been reviewed ❑ APPROVED A16 A06 & are acceptable for the APPROVED AS NOTED 2-00-00 2-00-00 �I fabrication at trusses, elevations, pitches, overhangs, REVISE AND RESUBMIT A17 A07 elevations/pitches,abearin 2-0 -00 2-0 -00 conditions &ll detail pertaining REJECTED A18 A08 ,'- to this truss placement plan. No back charges will be accepted 2-00-00 2-0 -00 DATE without previous written A19 -- -� approval from an A-1 Roof Trusses representative. REVIEWED BY A09 - - - l - CJ5 ' CJ5 CUSTOMER NEANDROSS ENTERPRISES w '�✓) - - CJ3 CJ3 JOB NAME TRADEW I N DS CJ1 - - Lrj-r • --.>' <> ^.':; CJ1 LOCATION JENSENBEACH,FL I uiLn U U 1 1 -08 COMMNTY U U U / LOT # FILE COPY�- THESE PUNS HAVE S,.EN RE1101E1) I �,CCORDANCE WITH THE FLORIDA BUILDING CODE. HATCH LEGEND 1666ii666i6i6 i000seusa u0000.oi 9' / uounooN in00000i 1 1 • • RAKE WALL TYP FLOOR DETAIL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RF'OUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAFILE 00066, BLDG _ BLDG TYPE # 7276 MASTER CONCEALED FASTENERS OR ATTACHMENTS JOB # rj ARE THE RESPONSIBILITY OF THE DRAWN SCALE CONTRACTOR OF RECORD DATE 10/03/2013 JT N.T.S. AREA CALC = A_l ROOF FLOOR . RI = TRU55E5 �� ROOF 2962962.36 36 R3 FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD FASCIA 412.83 R HIP LINE 195.73 R VALLEY LINE 0 R • SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERUL NOT INCLUDED. rr VWR TO VERIFY MCUR TIONS A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1020 http.-Ilwww.aItruss.com