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HomeMy WebLinkAboutBUILDING PLANSI e, 4 `,�- '43oaC) �yc1 c C O C) /- / In'r,I/ .JI "— 10 �I q\�t u) O a �` d PA- I i I I I I I I I , I I I 20"W X 18"D MONO FOOTING W 3-#4 BARS V =_ o All 3 0' 0" 610•' CONC PAD M 5 2 1-- -- —------- T-- V -------------------- 31 6 yl WC 1 I ES S 4' LAV? i I �<14R I I . , 10, 20"W X 18"D MONO / I FOOTING W 3-#4 RO➢. 1 CONT 1 3,2, Ole 31 a5 p p .N --_- - 1 I i � I MIN � . _ i . - • . IM — 20"W x 18"DEEP MONOLITI 4' d FOOTING W/3-#4 R DS COOT. MIN 3," COVER @ BOTTOM BAR I- 114 • 20" � 1 1512(' S. NK slifflulls / CONT. I I I 1611 P E(1rx; 1,'f- �r 4" CONCRETE: SLAB W/6x6 10/10 WWM ON WELL COMPACTED POIBONED �I ' • %— 601L I CONT.6 MIL VAPOR BARRIER, 'D 9-1 A 20" X 18"D MONO FOOTING W 3-#4 RODS CONT. I TUBI I I i I I I I I I 9 " N CONC PAD. LID Ln r- I S (IFIBERMESW OPTIONAL) I E 1 I 2500 P,6T-. 601L BEARINCa d I 3000 P,5,1, C0K BETE MINIMUM FINISHED FLOOR ELEVATION 'V I � mHnc ---------SHALL. BE IV, ABOVE CROWN OF ROAD OR HIGHER AS MAY BE NECESSARY I ay IN ORDER TO MEET FLOOD ZONE AND I RECESS 4" SLOPED/RECAST- OR HEALTH DEPT REQUIREMENTS. .• `. * • �O I I � I I I 2)'0„ o I i N w 6 3 5 0, 3 81 I - : T�Av I I �S1 I SLOPED/RECESS o 'all 4. oo a© o I o ne i/ 0 8 2 L 2 ) N L'0"X18"D MONO RODS T FIOOTTNG W _�) 7iu [v,r �0 TO 6 coN1. I o — • E14EB L NOTES: Q, I I I, CONSTRUCTION SHALL FOLLOW "STANDARD BUILDING CODE" AS ADOPTED BY THICKENED EDGE I THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING is ❑p I REQUIRED TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. I 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER,ETC. SHALL VERIFY ALL O 3 9 DIMENSIONS CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. ` 611 DEPTH & 12" WIDTH 2 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER m WITH (1) #4 OR 5 REBAR SCALED DIMENSIONS. ❑ I ' I 1516 BY THE ENGINEER/DESIGNER AS CONSTRUCTION PROGRESSES. I ----------------------I rOUNDATION PLAN SCALY, 1/4" = I FT. 7 2 0 0" 2' 0 7 2 13T, LUCK COUI, Pre=Reviewed Not 22 Reviewedl3y:! 0 CONCRETE MASONRY NOTES+ I, . 5EAM5 AND,UNTELS, UNLESS OTHERWISE SHOWN, SHALL HAVE 4' MIN. BEARING -AT EACH END. 2, REINFORCED CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR CONCRETE Z N • MASONRY STRUCTURES' (Art 530Y W � 9. VERTICAL CELLS TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOB3TF•'.UGYED CONT- � UOUS CELL. (JJ [if d. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT, CL EANOUiS SHALL BE SEALED �Z 0. AFTER CLEANING AND INSPEQION, AND BEFORE GROUTING. 06 0I N I 5. REINFORCING STEEL SHALL BE LAPPED 4B BAR DIAMETER5 MINIMUM WERE SPLICED AND SHALL BE EITHER SEPARATED —I �L UJ W �p BY ONE BAR DIAMETER OR WIRED TOGETHER U 0 In Q.' 6. HA50NRY WALLS SHALL CURE AT LEAST TWENTY-FOJR (24) HOURS BEFORE GROUTING. W W 1, WHEN GROUTING IS STOPPED FOR ONE (U HOUR OR LONGER THE GROUT SHALL BE STOPPED I-I/1' BELOW THE TOP � Z CF THE UPPERMOST UNIT. �Qz O o U 8- GROUT SHALL BE PLACED IN LIFTS NOT TO EXCEED 10'-0' MAXIMUM. Z r g. VERTICAL WALL REINFORCING SHALL BE DOWELED i0 FOOTING BELOW AND 70 BEAM ABOVE, w W Cu 0 cri H 10. PROVIDE TWO (?)-`5 GA. REINFORCING WIRES EVERY THIRD COURSE IN EXTERIOR WALLS. p' D ao ay a , w t W CONCRETE NOTESI M d a • _ xa5 N O co L. CONCRETE SLUMP 5HALL FOR COARSE GROUT SHALL BE V-II' -q 1N U co Caw W W CG ji ro Ol cnzw W I 2, MINIMUM COVERAGE COVER SHALL BE, H H Ll TJ 0 ,q n LDD SLAB - 3/4' BEAMS AND COLUMNS - 1-1/2 Q G7 H - .r U r TIE COLUMNS - 3/4' w ca 3 a g w ri EXPO5ED UNPROTECTED CONCRETE - 1-I/2' - W w -14 'U FORMED CONCRETE BELOW GRADE - 2' W W H (D q 0 Ln v UNFORMED CONCRETE BELOW GRADE - 3' a a Q f. ,A 10i 3. PLACING DRAWINGS AND BAR L15T5 SHALL CONFORM TO A.C.1:6 'MANUAL OF STANDARD PRACTICE FOR DETAILING w '� a a x w o in R, do co REINFORCED CONCRETE 5TRUCTURE5' A.C.I. 315-80 °' In z U' 10 M 4, DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR � m � H REINFORCED CONCRETE CONSTRUCTION' A$ PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS 10 OTHERWISE INDICATED. a N W f! W 0 Q Ca CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR V c m 0 ri U] -rl 5. BUILDINGS' (ACI 301-84) c R+ 1) rt W 6. REINFORCEMENT SHALL BE CAREFULLYPLACED, RIGIDLY SUPPORTED AND WELL TIED WITH BAR SUPPORTS AND SPACERS. Uj rn w N m - -�I U D y d YV — S N Ol U a 1. ADEQUATE VERTICAL AND HORIZONTAL SHORING 514ALL BE PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS. S. CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR. ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING. y.� ro 1-7 W U U) S. REINFORCING STEEL IN SPREAD FOOTILiGS 514ALL BE A55EM15LEP AS MATS WITH BARS EQUALLY SPACED AND WIRED TOGETHER ) 1J 4-1 44 1 AT EACH INTERSECTION BEFORE CONCRETE IS PLACED. -U w W 0 H o _1 04 10.1DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. d 41 0 01 'L' BE 36 BAR DIAMETERS WITH THE COLUMN OR WALL c ----��-o- to IL DOWELS 514ALL BE HOOKED AT BOTTOM AND SHALL LAPPED REINFORCING ABOVE. rN m W 12, CONCRETE COLUMNS 5HALL BE TIED COLUMNS UNLESS OTHERWISE INDICATED. PROVIDE 66W1.4W1.4 U)AF IN SLABS ON GRADE UNLESS OTHEI�)116E INDICATED OR 'FIBER MESH' ALTERNATE d) -,I Q U W 13. U Ili tit a) u Lro o -3 O H � u FOU'ND AT I oN NOTES H E aV x I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAP WIT" 6 X 6 10/10 W.W.M. v b ON 0).0o& VISQUEEN (OR EQUAL) ON CLEAN UNDISTURBED 501L OR COMPACTED 0 4'er TO 95 a MP.D. ,FILL PRE TREATED FOR TERMITES. ( OPTIONAL FIBER MESH CONC) o o CC)' 7 w w 2. ALL REINFORCING STEEL TO BE GRADE roo. 3000 PSI 3. COLUMN AND WALL CENTEP':INES SHALL COINCIDE WITH FOOTING CENTERLINES UNLES5,OTNERWISE NOTEC 1. FOOTING DE51GN BASED CT•i 501L BEARING CAPACITY OF 25D© P.SF.. CONTRACTOR TO SUIBMIT SOIL BEARING TEST RESULTS AND OR SOIL BEARIN-s CAPACITY REPORT BY FLORIDA REGISTERED ENGINEER 5. FILL PLACED WITHIN 5'-C" OF THE CONSTRUCTION PERIMETER SNALL CONSIST OF CLEAN WELL GRADED SAND IN 12" LIFTS (MAXCJ AND VI$R4TOR COMPACTED TO ACHIEVE A MINIMUM OF 95 < MODIFIED PROCTOR DENSITY AAS"O-TI80. 6. IN T44E EVENT, DOWELS FOR COLUMNS OR FILLED CELLS ARE MISSED OR MUST BE RELOCATED, A FIELD INSPECTION BY A CERTIFIED ENGINEER WILL SE RE001R'.ED. GENERAL NOTES: MONOLITHIC FOOTING PREPARATION A. AFTER STANDARD CLEANING AND GRU55ING WAS SEEN COMPLETED AND APPROVED, APPLY VIE:ATORY COMPACTOR W/ A MINIMUM OF FOUR PASSES TO THE EXISTING GkOUND. DESIGN DATAI NORMAL WEIGHT CONCRETE (145 PCP) 28-DAY COMPRESSIVE STRENGTH, 3C 0@PSI $LA23 MAY BE 2500PSI CONCRETE MASONRY 28-DAY COMPRE"IVE STRENGTH OF INDIVIDUAL UNITS (NET AREA) 1500 PSI MA50NRY UNITS SHALL CONFORM TO A5Tri MORTAR TYPE 'M, OR 'S' ASTM C210 MORTAR TESTS SHALL BE TAKEN TWICE WEEKLY OR T1CRE OFTEN A$ REGtUIRED BY ARCHITECT/ENGINEEF MASCNRY GROUT SHALL CCNFCF;" TO A5TM C416. CONCRETE REINFORCING.STEEL -- A615 GRADE GO EXCEPT TIES AND STIRRUPS GRADE 40 DESIGN LIVE, LOADS: ROOF: 30P5F LL 25PSF DL DESIGN WIND LOADS: LID MPH IN ACCORDANCE WITH THE BUILDING DEPARTMENT HAVING JURI5DICTICIN, TO THE STANDARD BUILDING CODE. $OIL BEARING PRESSURES: gOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MINIMUM SOIL BEARING VALUE OF 2500PSF, IT SN..LL BE THE RESPONSIBILITY OF 714E GENERAL CONTRACTOR TO ASSURE THAT THE ACTUAL &AIL BEARING+ VALUE EQUALS OR EXCEEDS THIS MINIMUM AND. IF IT IS LESS, TO MAKE SUCH PROVISION AS THE ACTUAL CONDITIONS MAY REQUIRE. PLUMBING NOTES 01AAA 1. All work and materials shall be in strict accordance with local codes, rules and ordinances. 2. All, ipe sizing and layout to be determined by a licensed plumbing contract per codes as in #1, 3. All underground soil and waste piping to be seroce weight cost iron with medium weights cost iron fittings or schedule 40 P.V.C. THESE PLANS AND ALL PROPOSED WORK 4. Water piping to be type "L" hard copper together with wrought copper ARE SUBJECT TO ANY CORRECTIONS solder fittings. REQUIRED BY FIELD INSPECTORS THAT 5. All hose bibs shall be furnished with Walls #8A vacuum breakers MAY BE NECESSARY IN ORDER TO 6 Furnish and install condensate drain piping to discharge at grade. COMPLY WITH ALL APPLICABLE CODES. 7. Furnish and install pressure relief valve lines and terminate at a location to provide ready visual indication of floN. bMION FILE COPY ST LUCIE COUNTY BUILDINQ DIVISION REVIEWED FOR ---NCk REVIEWED By DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE EASTSIDE CONSTRUCTION REALTY INC. Eric Martek Days: (561) 370-3199 1502 S.E. Burning Ct. Eves/Fax: (561) 335-3279 Port St. Lucie, FL 34952 Nextel: 159*26*4245 W o V (L/ R WW i u_ ao W � W v Ow Z� W Z Lu W 0 U W 06 z 0) o a O L Q , N M CL 0 I 8080SGD. M BEDROOM 914 CEILING 0 PORCH' 9-4 CEILING I l�, U U ' w o I C _0 Inxm I CLOSET I1------- LCLOSET 0 .N Q 41 0 ro ao N a I N 'l O914 CEILING O BATHROOM, S R TUB R1 Y 1 El III 1111111111111 Q El lit GLASS BLK. El GJ I 48"X 56" u LIVING Rill. 1 2 ' 0 CE'=LING FOYER FLOOR PL to'n" 255H DBL 25SH-EGRESS IIIIP111.1111111111111111N11. ' 2'10-BODR 2110-8 DR 9'4 ILI =� ro(1 ^I 12'0 CEILING 12'0" CEILING AREA TABULATION LIVING 2586 GARAGE 676 PORCH 445 ENTRY 12? TOTALS 3829 ` 8 2'10 (DR BIF,PROCEIOM FAMILY RM. _ 1210 CEILING i' COUNTER I i I� D i I ST K I I II��II KITCHEN 12'0 CEILING Ca co q N LAUNDRY 28BOD :IKK' wASH DRY �J_ I COUNTER ��_=---loli�alllllllil � GLASS BLK. 56"X48" C F a wp o n :y xm Wo z 608OBF _- `-V 608OBF BEDROOM 9,4 CEILING f� W C xa �w N TUB� � O O WC _ -_�F ---- CLOSET I — BEDROOM 914 CEILING GARAGE 914 CEILING ALL GARAGE DOORS MUST MEET 110 mph WINDSPEED 2' � NAILING REQUIREMENTS.) R-30 INSULATTON'B SIMPSON HETA 20 14-1Od NAILS 12 TOP.5ff .@pu 1/2* cYPBOARo NOTE- 5/8�__%C. DRY LL r 2x8 RCS GARAGE REQ � i 1x3 DRIP 30 YEAR ARCHITECHUAL DIMMSIONAL FIBERGLASS -SHINGLES N PRE—ENDNEERED WOOD TRUSSES ON 30LB. FELT TIN TAGGED : SPACED 24"on renter OVER 5/811 CDX PLYWOOD Q rn (SEE ENGINEERING SPECS -FOR z N NAILING REQUIREMENTS.) W o SIMPSON HETA20 14-10ds xlz" w w R-3ULA�TION'B NAILS ti w r' 060 w t 8" EXTERIOR RS W. J-ct LU to ED UNDER FRONT & A 5 1 �LAu U p RGH CEILINGS. �� —� �� m In w o PRECAST CONC FILLED LINTEL S z a w n WITH 1—NO#5 -ROD CONT. ``� 2'x8 AC z O ? 00 (SEE LINTEL SCHEDULE) 1x3 DRIP a w w� 0 1-ROW BEAM BLOCK i'CLLED WITH u I I METAL DRIP EDGE o w z 3000 PSI CONC. AND I-NO#5 ROD 24' OVERHANG �' i a C� a .� 0 CONT. I n VENTED ALLIVINUU SOVIII F o in. QQa 0 8"x16" COLUMN BLOCK a I H° N o co FILLED WITH 2-NO#5 I > H n q 4a .0 00 RODS CONT FTR. TO BEAM n Q w H q 1 O (3000 PSI CONCRETE REQ..) `I ° I 1/2- STUCCO FINISH 0\FN W Q ? a 'U ?I LO CONCRC TE Ut.001 w w w " o q Co ".. I w>0 rtiU r w jj to d STUCCO FINISH OVERT k n Ie a s 11 ro kD CONC BLOCK.- itI a x w o 'd'd.H w d I " I a n z 11 -11 o -c. " p5 DOWLL AT EAOi VERTICLE OAR m R m� N " WIN 8' EMBEDVENI IN FOOTING T1 rn ° MIN M BAR DIAMETER4 11410 4 m 5- w r, " CC(.UVN BLOCK WN 18 SPUCE LAP. 10 Q H CONT. FROU TIE DEAM TO FOOTING m 0 U) :E* q a 4" THICK 3000 PSI FIBERMESH 08' o.c. UAX. (95 LAP BAR 48 DIA. Vill) lud 0 CONCRETE SLAB OVER APPROVED GROUT BLOCK VOIDS AROUND EACH Cn•,i VAPOR BAR.R'IER AND 'CLEAN COM1i• " DOME(-L VATH 30M PSI CQ{�CRETL, s �r � ACTED FILL TERMITE TREATED. 'I is V m a N a, U LLI w 'El to 4 U tit I fIN1S11 fL00R_ = U MIN :;• _ .., M. r fINIS!_{SGRAD_C_.. 6_.. axi u ° ..... Fu q� �•7„ J ,t It] -ri'w —I w —I w �a 20"W x 18"DEEP MONOLITI �• . ,' 6 �, IG FOOTING W/3-#4 RODS CONT. _ v 0 MIN 3," COVER C BOTTOM BA I I—, am H 20„ dl o G U v) - U N r4 •ri U T1 to W N POJ[ CH COL. DETAIL 4W In.H 7 O O Lip U F C? nn a) W QA '• N v b m 0 FIBERGLASS -SHINGLES - o 0 0 PRE—ENGINEERED WOOD TRUSSES ON 30LB. FELT TIN TAGGED w 2 SPACED 24" on center OVER 5/8" CDX PLYWOOD (SEE ENGINEERING SPECS FOR U) En w fk O c� W coo° m ar N COMPRE SE. ". METAL DRIP EDGE 3 BEAU BLOCK TO HAVE (1) 15 CON1 GAR " " 24' OVERHANG o FILLED VAIH 3000 psi CONCRETE. " VE ED ALUMINUU SOFFIT p I I a 0 p O 1 II I Q - ll O00 II 1/2, STUCCO,FItIISH 0V'ER I CONCRC TE DLOCh'. 1/2.' GYPBOARD ON I'x2' P.T. o FURRING STRIPS OVER " TUFF R 5-.4 F it v INSULATION OR EQUAL. ENTS n - CONCEALED FASTENERS OR ATTACHMN . 15 DOWEL AT EACH VERTICLL BAR ARE THE RESPONSIBILITY OF THE 1 UIN 8- EMBEDMENT IN FOOTING ry CONTRACTOR OF RECORD MIN 30 BAR DIAMETERS INTO COLUMN BLOCK UIN 18 SPLICE LAP. " CONT. FROM TIE BEAM 10 FOOTING 4" THICK 3000 PSI FIBERMESH 08' o.c. UAX. (15 LAP BAR 48 01A. UIN 1 CONCRETE SLAB OVER APPROVED A GROUT BLOCK V0105 AROUND EACJi VAPOR BAR.R'IER AND 'CLEAN COMI DOWELL WTH 3000 PSI CONCRETE, ACTED FILL TERMITE TREATED. 14 o \ a. m 0 NI q g EPING ROOMS PROVIDE AN EGRESS n+ FINI91 FLOOR V 1 WI DOW WITH A NET CLEAR OPENING [1 MIN 0 0 OF 5 SQ. FT. FOR GROUND FLOORS, i — I" _flldl$! GRADE _ 6_._ 5.7 S0, FT. FOR UPPER FLOORS. OPENINGS ----- CC SFALL NOT BE LESS THAN 24'H OR 20'W 20"W x 18"DEEP MONOLITI .' (I W t2 x SI L NOT MORE THAN 44" ABOVE FLOOR. FOOTING W/3-#4 RODS CONT. _ ° MIN 3•" COVER @ BOTTOM BAR II.. .a ' 20" TYPICAL WALL SECTIOIN FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. EASTSIDE CONSTRUCTION REALTY INC. Eric Martek Days: (561) 370-3199 1502 S.E. Bunning Ct. Eves/Fax: (561) 335-3279 Port St. Lucie, FL 34952 Nextel: 159*26*4245 o /Wj V � � WWo L_ V F- Uj W a W O v � U Z� Q H W 0m Z Ci LU W W 0 G U W 06 z o 0d Z a 0 `Q . M hb a o I �1 n ,,\REAR ELEVATION u V SCALE 1/4" = 1 3I,ALl' 1/4" = 1 r 1. LEFT SIDE El EV k V = i r 1. En w 0 E+ H Q[,Zj zK w w 0 Cu fz O U) H a b aoa a w Q to a m H W Gl W W H 5 � Q Q Co z W W 3 a w w w e m > o W H U) N E+ a d W a axwo a cnzw FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CONli PLY WITH ALL APPLICABLE CODES, EASTSIDR CONSTRUCTION REALTY INC. Eric Martek Days: (561) 370-3199 1502 S.E. ng Ct. Eves/Fax: (561) 335-3279 Port St. Lucie, FL 952 Nextel: 159*26*4245 W LU Z a4 06 C7 w W Q W • U 0 W O dv w z ..7 o a Pi o 0) .o w 4wa-) Co 41 m m T 'd >, ui U OA Co U r � jj W o i +ro ID bray v •rl •r1 O LW:jP PQa bq CD NON F� 0 ro A � w roux rq Ul -rq Pt 41 ai ro mmU ri i -1 .C, ro U U L u $ W N w N O 04 fib Ul d Ul__tD • Fl U H Rf 'd - ro 3 H N rA U Co -rl U Ti CO W N 44 U1 C! U) :3. S4 10 p 'i Id 04 , W O N Ul Ll O r, w oo'r 0) U fi W Co ri W o V �22 Z w°_i W Z C7 Qz � W (L v Z� J W a Z Cw W w G WU of z ® z �y L �Q ii a 0 Jfi 4 U t' e� 7 FRONT�1/4 EATIONSCAL" = 1; SF co ELECTRICAL NOTES I. All work shall be performed by a licensed electrical contractor. The completed system shall be fully operative. 2. Contractor shall pay for all Fees, permits, testing, and Inspections. 3. All work shall be coordinated with other trades to avoid Interference with the progress of Construction. 4. All required Insurance Shall be provided for protection against the public liability and property damage for the duration of the work 5. Contractor shall guarantee all materials and workmanship free or defects for a period of not less than one year From the date of acceptance or certificate of occupancy. Correction of defects Shall be completed without additional charge and shall include replacements or repair of any other phase or Installation that may have been damaged. 6. It is not the Intent of these plans to show every minor detail or construction. The contractor shall furnish and Install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed In proper working order. 1, All work shall be done In accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and the telephone company. 5. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 9. All material shall be new and shall bear underwriters' labels where applicable. 10. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. Il. Furnish and Install all Fixtures as called For on the plans or as selected by others. 12. All raceways and plpes placed In or through any concrete slab shall be spaced a minimum of three diameters OF the largest conduit or pipe From any other service. 13, All exposed wire below 9'-V shall be Installed in metal EMT conduit. LOAD CALCULATIONS . PANELBOARD VOLTS;/ PHASE/WIRE FED FROM PANEL HOUSE PANEL 120/240 - 1 PHASE LOAD DESCRIPTION.. VA VOLT AMP LOAD 258(Sq. FT. LIVING X3 ..... 7758 SMAL,L APPLIANCE ............... 1500 SMALL APPLIANCE ---------------- 1500 DISHWASHER ................ 1200 DISPOSAL ...............1000 REF.................1500 - ICE MACHINE 1000 MICROWAVE ..............1500 OVEN .............12000 DRYER ..............5000 WASHER -- ... ...... —1500 WELL PUMP ..............3000 POOL PUMP ..............3000 SUB TOTAL OTHER LOAD ...... 41,458 FIRST 10 KVA @100 %,., 10,000 REMAINDER @ 40 % 12,583 METER/DISC COMB FROM FP4L 2'bRIGID CONDUIT WITH 3-"I/o 04 SOLID COPPER (SRD — GROUND TO CONCRETE — ENCASED ELECTRODE AND COLD WATER PIPE TOTAL OTHER LOAD 22,583 AC/ HEAT .C100% 10,000 TOTAL CONNECTED LOAD .......... 32,583 32,583 DIV.BY 240V (PER NEC 1999) SERVICE DEMAND ..........:....: 135.7AMPS PANEL -SIZE REQ. ....--..... 200 AMP PAHELe `PYPEa MOUNTINGa VAN SQUARE 'D' FLUSH 3u SCALE: 1, 4' • I' CONDENSER DISC. SEE PANEL 'A' 3GHEDULE FOR SIZES NEMA-3R 1111 AIR HANDLER DISC. rSOAMP (2P�F) ri I/, NEMA IR MU'..a`T EXTEND 3- BEYOND PATIO MAINSO M.L.O. BUS AMPSI 20<!) AMPS VOLTAGEn 120/2401 1013W 260 CKT. NO. NO.OP POLES TRIP VOLT AMPS DESCRIPTION KT. 0. NO.OF POLES TRIP VOLT AMPS DESCRIPTION 1 2 60 12000 100 RANGE 3-`�'$ IN I'mGGNDUIT 0I6P05AL2-q2's IN 12'm COND. 2 I I 20 1500 SMALL APPLIANCE 2-"12's IN 12'm COND. 3 4 2D 1500 SMALL APPLIANCE 2-°I2's IN 12'b COND. 5 I 20 6 1 25 1500 WASHER 2-92's IN 12'A COND. 'I 1 20 1200 DISHWASHER 2-12's IN 1/I'm COND. 6 2 ,5 5000 DRYER 3-°5'S IN 3/4'm CONDUIT 9 I 20 ISgO REFRIGERATO$62'a IN I2'0 COND. m 2 30 5000 WATER HEATER 2-W0'S IN 12'0 CONDUIT 12 2 40 6263 A.H.U. d UNIT HEATER 2-"6'S IN i°m CONDUIT µ I 19 600 REGEEPTS -PROVIDE W.I. BREAKER 16 2 3200 A/C CONDENSER UNIT 2-MV6 IN 12'P CONDUIT 1 15 see RECEPT5. 2-°2'9 IN 12'0 COND. 8 [21 I 15 600 LIGHTS. 2.02'5 IN I/2'0 COND. 20 1 5 600 LIGHTS. 2-"12's IN 12'd COND. 15 600 RECEPTS. 2-°I2'9 IN 12'0 COND- 22 I 6 600 RE 2-"12'a IN 1/2'0 COMO. 1 15 see RECEIPTS. 2--12'8 IN 12'0 COND. 24 1 5 600 SMOKE DETAC70R 1 15 600 SPARE 26 1 5 600 SPARE 26 25 _ -_ 30 - TOTAL DEMAND LOAD- m 25-4KVA TOTAL DEMAND PER NECf220-30) 26.KVA-II35AMP5 ( ORlI s. NOTE: ALL SMOKE DETECT TO BE HARD WIRED TO ELECTRICAL PANEL PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION F ANY DETECTOR WILL ACTIVATE ALL. Pvc CONDUITI W/3-01/0, AND 1% BOND fTHU.N, CU.) GRADE FILECOP'" 'I IESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTII REQUIRED BY FIELD INSPECTORS' MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, .J N h z N W LU W W a KI 0 m _Q LLU • U C3 W I � O O a von co w aj co I� 01 b I-n U O.LI V) V r � U 0,0 0 w I-1 wp$4 w a �r ti+ rn ro. In rn glCnq Qr�v Nwo ,-I cn •,i - P4 V al RI .,A U N t7i 7 to Ol U � N ri rl U U JJ 2 114 1uH N 0Q1 G 3-1 O b/ . ri' m in 0 U ri roAib,4 7_w 44 °P oMai 14 ' �m 0 W w Ei q) 'a 0 0 N 44 .i r d O O off LP 0 M -rl m U ,-I W M ,H W o z W O PZ LL V W CL W O U V ZD W ca Z �w 1� U W 06 z 0 W Z 0 oM 4— a N o 1/2. 6YP. W. OVER Ix2 P.T. FURRINS 0 16, OL. IN ALFOL TYPE I -A INWL. OR APPROVED EQUAL (R=4.2) GM OR HOOD HALL STXCO FNISH W P.T. BUCK Ox4 P.T. EIICK FOR 000176) W 3A6' 9 x I I/Y' EMB® TAPGOIS O b' O.L. GONT!"M BEM of CNAKIN6 HIKDOH OR DOOR FRAME TINTED 6LAZIN6 NO# 10 WD CREWS COAT. CALLKINSS rr . NO BEVEL FOR EXTERIOR DOOR5 WINDOW/DOOR BUCK DETAIL 2-2X4 TOP PLATE STD. HOOK BOND BEAM STRAPS - 1/2" X 6" BOL 016" CA 2X4'S OR 2X6'S �6" O.C. fB= 1000 PSI) STRAPS VERTICAL REINF. IN GROUTED CELL REINFORCING 4 - J ------- 3" MIN. COVER EXTERIOR FRAME TO BLOCK WALL CONNECTION 5/8" drywall on ceiling 1/211 drywall on walls, 2 x 4 Load bearing wall with studs at 16" o,c, max If wail exceeds 101 height use 2 x 6 studs at 1611 O.C. to 101 height, Anchor stud to plate ulth 5p4 / SP6 ties at ea• stud W/ 6 IOd nails, 1 X 4 P.T. BUCK FO pOORS W/ HILII .099 x 1 1�2 CRS CMU OR WOOD WALL NAILS PNEUMkTICALLY DRIVEN 0 6 O.C. STUCCO FINISH CONTINUOUS BEAD OF CAULKING DOOR FRAME SMRR!W ER. NO# 10 W SCREWS - 8 11 OC" 1/2" GYP. BD: OVER 1x2 P.T. FURRING 0 16 O.C. CONT. CAULKING OR APPROVED EQUE 1 AL�RNd2) . DOOR / S.G.D. BUCK DETAIL SCALE: 1-1/2"-l'-O" 8' CONIC, LINTEVr..e,. --. - 2'x8' P,T, SHOT TO BEAM V/ 3' HILTI PINS O' O.C. Zx DIAG BRACE V/ 2-10d NAiLS AT EA END 2'x4' BLOCKING ATTACNED TO 5/8' PLYWOOD W/ 10d NAILS (2) AT EA. END BLOCK WALL APCHED : %gNDOW W LINTEL SIMPSON SP4 TOP a BOTTOM -?AOF EACH STUD NAILING SCN 12" O.C. AL TOP k BOTT $ 94$�'REOUIREID W/ tad NAI 2 X 4 STUI O 16" O.C. HEM -FIR y2 OR BET 1/2" X B" 4-BOLTS OR 32" EACH ENDNOr 2 X 4 P.T. SILL PLATE k O 4B"O,C, SILL PLATE MAX. MAX. ./ �_1 GARA,E 1E116#0 nureurn none w n_n EDULE 0110 , )M -S IS ER HEADER AT INTERIOR LOAD BEARING WALL Simpson MTSU strap from 2 x 4 wall with double top plate to bearing leg of roof truss above. Anchor stud to plates with Simpson SP4 / 6P6 ties at each stud with 6 IOd nails, THIS ASSEMBLY GOOD FOR IJ 1000 F'LF OF UPLIFT. 1/2" x 8" redheads at 3211 04, with 1/411 x 311 square steel washers. rooter to be 1411 deep x 20" wide with 3 #5 bars continuous. CONT. FLASHING CONT. CAULKING 5/8` STUCCO :AULKING SILL W/ OWNER) ILOCK WINDOW SILL DETAIL SCALE: i-1/2•-l'-0" 1 /2'STUCCO 8" k 8" k 16" CONC. BLK, OR POUR'D COL 1/2" DRYWALL ON — 1 ° k 2" P.T. WD FURRING 016' ON CENTER (2) I/2" J BOLTS 0ROR - 2-5" EXP. BOLTS 3/I6" x 3 I/2" TAPGONS ® 16" O.G. INTO BEAM OVER 5ARAeE DOOR 2X6 P.T. (TYP) 4 1/2" J T3OLT5 OR 5/5" EJxP. BOLTS (TYP) (5" EMBEDMENT MIN) GARAGE DR. BUCK DETAIL CAULKING CROSS-SECTION GLASS BLOCK (SEE) FLOOR PLAN & ELEVATION FOR SIZE & LOCATION) METAL ANCHORS SECURE GLASS BLOCK PANEL TO REINFORCING AS EVERY OTHER HORIZONTAL PER MANF. SPECS MORTAR JOINT OR(2) 3/4' X 1-1/2" EXPANSION STRIP LONG TAPCONS 6 4' O.C. EXPANSION STRIP TO — _ ALLOW FOR DIFFERENTIAL E All, FULL BED OF MORTAR TYPICALLY 1/4- IWIDE AT FACE OF WALL MORTAR TO BE TYPE -S- W/ OPTIMUM MIXTURE OF: 1 PART PORTLAND CEMENT 174 PART LIME 3 PARTS SAND 9 MIN LADDER REINFORCING CAULKING MOVEMENT AT9EACH HORIZONTAL MORTAR 1/2" STUCCO CLEAN SURFACES AFTER JOINT O 8` ON CENTER. ERECTION WITH ORDINARY /(/ 8" x 8" x16" GLASS BLOCK (SEE) HOUSEHOLDSCRUB BRUSH CDNC. BILK"�. ❑ ❑ FLOOR PLAN & ELEVATION FOR RISTLES 14 go. MINIMUM OR POUR D COL. SIZE & LOCATION) 1/2" DRYWALL ON 1" x 2" P.T. WD / FURRING 016" EXPANSION STRIP ON CENTER METAL CHANNEL EXTEND PANEL ANCHOR - INTO MASONRY'!OR TAPCON 1/2" STUCCO CAULKING AS SHOWN ABOVE. 8" X 8" X16'� GLASS BLOCK (SEE) ________ - ---- CONC. BLK. FLOOR PLAN & OR POUR'D ELEVATION FOR \ SIZE & LOCATION) SEALANT COL. 1/2" DRYWALL ON BOLT LOCATED EXPANSION STRIP 1" x 2" P.T. WD AS PER MANF. FURRING @16" ON CENTER EXPANSION STRIP GL.BLK. HEAD/JAMB DETAILS _ GL.BLK. INSTALLATION DETAILS NTs T.O. UPPER BEAM 1 #6 REBAR TOP COURSE 1 5 TRANSITION BAR EA. COURSE W/ STD. HOOK II EACH END. IIIII BEAM BLOCK IIII I (III I IIIII T.O. LOWER BEAM IIIII 1 #6 REBAR TOP COURSE - - - -I BEAM BLOCK II I I II I I II I BOTTOM CHORD OF ROOF TRUSS I II I II I I II I 1 #5 VERT. BAR I I IN FILLED CELL.. HURRICANE STRAP PER CONNECTOR CHART voo�s 0099 5/8" GYP. DRYWALL DBL. 2" X 4" TOP PLATE MIN. 24" LAP AT SPLICE TYP" 211 X 4" WOOD STUDS AT boll o.c, MAXIMUM SPACING MINIMUM 02 S.Y.P. AT BEARING 1/2" GYP. DRYWALL BOTH SIDES SIMPSON SPH4 OR EQUAL TOP 4 BOTTOM EVERY STUD WOOD BASE 211 X 4" P.T. BOTTOM PLATE 411 THICK CONC. SLAB MIN 2500 PSI W/ 6 X 6 10/10 W.W.M" OVER 6 MIL. VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL OPTIONAL FIBERmESH IN LIEU OF W.W.M. 1/211DIA" X 6" WEDGE ANCHOR W/ 1/8" X 211DIA. FLAT WASHER AT 32" O.G. \>1 • I ` FOUNDATION PLAN FOR OTING INFORMATION F.NGD & EFFRGVED woaG TRU5cE5 - 5r-E TYP. W/LL EEC.TMS rGR 16 UAL rEm P)•D orcRIVTIC ' c�rminaN. I FL VARIE5 -r--�E FR/JvIOJ'� FlJNJ 6N?A X 2,-1/4" ALTERNATE STRAP DETAIL (TO BE UTILIZED WHEN EMBEDED STRAP ,MISSES TRUSS) NOT TO SCALE IL �I�p FOR SAFE ILMOo o. ® TABLE STRENGTH PRECAST & PRESTRESSED 8PP lL`J1 � BDD LNTEL S LENGTH, SRFE LORD POUNDS PER LINEAR FOOT UNFILLED( FILLED2 4' 0" ( 48") Precast 1,875 Lbs. 6,408 Lbs. 4'- 6" ( 54") Precast 1,860 Lbs. 4,815 Lbs. 5' 10" ( 70") Precast 1'575 Lbs. 3,744 Lbs - 7'- 6" 1 90") Precast 1,550 Lbs. 2,887 Lbs. 9'- 4" (112") Precast 1.025 Lbs. 1,747 Lbs. 10'- 6" (126") Precast 922 Lbs. 1,333 Lbs. _ IF- 4" (136") Precast 800 Lbs. 1,483 Lbs. 12'- 0" (144") Precast 750 Lbs. 1,304 Lbs. 14'- 0" (168") Precast 585 Lbs. 909 Lbs. 17'- 4" (208") Precast 387 Lbs. 911 Lbs. t�rcL STTUP Ib"• EMIR LC[D IN LCIGREIE..: 4" MIN. (.EE FA5rEFER S(AVUE) -BEAM BLOCK MO(K COW -REM LNiEL'CASTCREM'� SEE LINTEL SCHEDULE FOR REINFORLINS AND FIWNS IF REQUIRED MIN. CONCRETE BLOCK HAIL STEEL - LINTEL SGHEDULC: b" x 5' PFZ^CA5T 4 Pf2=5TRE55ED U-1-I14TEL5 ' TFST CONDUCTED BY AN INDEPENDENT TESTING LAEORATOFY •• ACTING, AS A CG) P 61TE BEAM W/ AN a" PERIMETER BEAM- (1) 5 BAR IN THE LINTEL II BAR IN THE BEAM. BASED ON TEST CONDUCTED BY aZNER F. ROACH, F.E. . —FILL C-OLIF�-"'�"'µ' LINTEL SGLID"W/ GROUT _ T.OBB. $E=__PLAN AE '5TRENGTW y PRECA5T LINTEL W/ FZMNF. AS F;F-aV. LINTEL~ MANF. SHOP DF21!CU1WG5 `-CCLUM BEYCND (SEE FDN. FLAN) . C�RgJf-FILLED GCI_LS - 3000 P51 (FYP16 ) J Q ~ Z N W co W LU o Z 06 CD N J (j) Q W D V Ln tY WiE W o O M U vT c0 z51�� W W wLua O O H a 0 Iy I-1 w d to a o, �aa > L4 m w a) O 'El Co C)PW a) 1 z W ro v1 In U 0 'Q H O rd U h H q Q W H 41 tj) N � Q a O TIv(A W 'd -,q W W r�o m > 0 W H •-� 4-I 0 M4 1 2 r, rQ_ 04 d� (n I Co W 16 O a rd av�j'zow 10 to d• rd H ro CNC QC0 dd jj 0 Vc m i U] -0 ` j C 04 Lj a) d14 1ra W W dl dl 7 � w d ��,,, 3 U ro wU al U 1� U :D W N -11 "� 0 O 04 d U 04 .00 C H l0 N d1 ►Yj IB l0 Ca - m •�1 7 100U1d F1 It ,I U r4n U .IJ u N r m M4 44 UJ -,1 oIli 0 Li 41 r-I: -y 4 f °Dal 2 a) 2) cn O I" W 1• 4-) (71 t' G O lT CO Uri C47 U] rT 1 1 1 I 2 x r'I I '� I/ / GUF 1_.._.. MASONRY IN�FurICTN I ;; ------- - -----)�---1- PONE-5 TO MATCH VERT, — _ T_YPIGAL MAS36NRY F-ILLI P PE -FAIL CCkRiECI SLUG TO UOIT014 f131 oI A1TF! HUCHIS fraT E(UJN COIMP:l D4 P! SOLE PLAT. - 1 2" WRYWALL TO S;,A6 w/.I/2'6' J-8a(S W/2' WASy!(.RS N,y _.-li'OOU [3.AS('\\ a (THESE PLANS AND ALL PROPOSEC VARIES FROti( (OR AS PER 3-1/2" T'0 5"x'_ J ARE SUBJECT TOANY CORRECT COCA! BODE)-- _ _! -` -- --REQUIRED BY FIELD INSPECTORS --- f:; MAY BE NECESSARY IN ORDER COMPLY WITH ALL APPLICABLE CI 13AIC0N1 TYP. BOND BEAM 1 BOTTOM OF FOOTM PROVIDE LIME BLOCK OP. Fag PO50UP H' Dom' (TYPICAL (Sg FOUNDATION PLAN FOR FA. Y"NDOW 51W COL" LOGATIORS AND REIFFORCIW') NOTE: THE INSTALLATION OF 61AZIN6 F'R47ECTION DEVICES FIRS EIEM C.&SIDERED IN THE DESIGN OF THE SUPPORT S7RL�TURE TYP. WINDOW OPENING IN BLK. WALL SCALE: N.T.5 PRECAST CONCRETE LINTEL (SEE SAFE LOAD TABLE 4STEELRCING - - -' -T.0.OWS s'-o` AFF OPENING R NF0RCITNG II II TYP. LINTEL BEARING DETAIL SCALE y/2•_,•_0• WWo in LL F- W C- O U © W L) RK Z 0 0 Uj 0 U W 06 z V) O � - a. O QM �. 0 M In In 8080SGD. 10::6x6 0 � LIVING RM M 914ar�CEI•LI " 1210 CEILING lOx6x6 242CFM IOx6x6II n 3 .='' III 12'0 CEILING 2x8x7 156CFM 25SH III o L711 106C7M 2110-80DR 2110- 9'4.CEILI kox6x6 -1-"' 2' 10-130DR 12x FAMILY RM. _ 1210 CEILING 255CFM 12)c8x7 COUNTER I DW S FC I 1 KITCHEN 12'0 CEILING ' 1 FM 00e W � co . co \ ` 14"LINE lOx6x6 1Ox6x6 � 245CFM \ 1 .12----- ------ - lOCFM 9CFM I 10"Llt'I 12'0" CEILING - 2x8x7 2880D 8x4x4l oa o 08x4x4 i LAtf'MORY `c if FOYER CLOSET %N CLOSET 149CFM - -- --- - - ---� SINK [.!ASJHDRY COUNTER o H &1 68 R DRS O OI II I I• 1 °0 10;:6x6 ---- 2O GLASS BLK. N 9q5, _ 56"X48n 135CFM -- O 9'4 CEILING _BATilM)04� O R TUB + LT (III -IC*] t * GLASS BLK. r-`) A f��1T 1 48"X 56" H,V, l.•C• PLAN rnn �4W AIR CONDITIONING SCHEDULE I 0)0 ((NIT A/C HEATSTAIP AIR NAME CAT.-r- HANDLER VOLT PHAS-E-- t T'ONAG.- KVA CFM MFG. # WATT3 5- -TON KVA 15 KW 1. DUCT WORT( MAIN LINE SUPPLY TO BE FIBERGLASS HARD BOARD R-6MIN. 2. DUCK BOARD INTERNAL SURFACE TREATMENT TO RESISTANT FUNGUS GROWTH. 3. AIR HANDLER UNIT TO BE EQUIPPED WITH A HUMIDSTAT TO REMOVE MOISTURE TO LESS THAN 50%. 4. A/C FEED UNIT TO BE AT LEAST HIGH EFFICENCY UNIT SEER 12 IY9 DBL 25SH- 147CFM 12x8x7 59M0011111 9.4 CEILING 93CFM 23CFM m m N4 N O O X. r 914 CEILING 118CFM 10-6x6 gs AIR HANDLER AHU60 5-TON 15KW W-4WIRE 12 SEER.. A xa L� W 6TU13 �W EI E 91GARAti CEILING AC COMPRESSOR JANITROL MODEL 0- WITH MAIN SC (SWITCH. COMPRE SE )t 1lyl� :.1 I RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DAN DEPAGINER RESIDENCE Job: EASTSIDE CONSTRUCTION 1/10/2002 W W W ENTERPRISES & SON INC. FT. PIERCE, FL 34945 Phone: 561465-9373 Fax 561465-7732 eeeeee For: DAN DEPAGINER RESIDENCE Notes: Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TO 15 OF Daily range L Relative fiumidity 50 % Moisture difference 61 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 44976 Btuh Structure 34471 Btuh Ventilation air 0 cfm Ventilation 2475 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 44976 Btuh Use mfg. data y Rate/swing multiplier 1.00 Infiltration Total sens. equip. load 36946 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1840 Btuh Ventilation 6264 Btuh Heatingg Cooling Infiltration 7534 Btuh Area (ft2) 2586 2586 Total latent equip. load 15638 Btuh Volume (ft3) 27008 27008 Air changes/hour 0.7 0.4 Total equipment load 52584 Btuh Equiv. AVF (cfm) 316 180 Heating Equipment Summary Cooling Equipment Summary Make n/a Make RUUD AIR COND Trade Trade Ruud UAJB Series n/a UAMB-060JA UBHA-24+RCGA-60A1 Efficiency 100.0 EFF Efficiency 12.0 SEER Heating Input 0 Btuh Sensible cooling 38000 Btuh Heating output 0 Btuh Latent cooling 17001 Btuh Heating temp rise 0 OF Total cooling 55000 Btuh Actual heating fan 1900 Cfm Actual cooling fan 1900 cfm Heating air flow factor 0.042 cfm/Stuh Cooling air flow factor 0.055 cfm/Btuh Space thermostat Load sensible heat ratio 70 % BoldlHatic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. rroeeaure M - rruu.cl nuuuauVn rl 1111 VaIUU LIWII 1. Winter infiltration AVF 0.7 ach x 27008 fta x 0.0167 = 316 cfm 2. Winter infiltration load 1.1 x316 cfm x 28 OF WinterTD = 9724 Btuh 3. Winter infiltration HTM 9724 Btuh / 489 ft2 Total window = 19.9 Btuh/ft2 and door area Procedure Its - bummer InTlitratlon H i m Gaicuiation 1. Summer infiltration AVF 0A ach x 27008 fP x 0.0167 = 180 cfm 2. Summer infiltration load 1.1 x180 cfm x 15 OF SummerTD = 2977 Btuh 3. Summer infiltration HTM 2977 Btuh / 489 ft2 Total window = 6.1 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x61 gr/lb moist.diff, x 180 cfm = 7534 Btuh Procedure L7 - tquipment blzing LOaUS 1. Sensible sizing load Sensible ventilation load 1.1 x 150 cfm vent. x 15 OF SummerTD = 2475 Btuh Sensible load for structure (Line 19) + 34471 Btuh Sum of ventilation and structure loads = 36946 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 36946 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 150 cfm vent. x 61 gr/lb moist.diff. = 6264 Btuh internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 7534 Btuh Equipment sizing load - latent - 15638 Btuh onstruction Quality is: a No. of Fireplaces is: 0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, FILE COPY EASTSIDE CONSTRUCTION REALTY INC. .; Eric Martek Days: (561) 370-3199 1502 S.E. Burning Ct. Eves/Fax: (561) 335-3279 Port St. Lucie, FL 34952 Nextel: 159*26*4245 H N W O kD v1 �aZ Q W • 7 N W LO F. L1 c O + . n In El z� o w w a w cn x o cn H o p aoa a • w a�x N cc 5 0 "D .r1 u .1 Co Co E w U) . jj m Ca Q 'd0 5y I [r 1.7 'O t- cn z. CL N U r H o J1 H w J.-I tJl'a wlnz q N H a i<> Ito nw 'd 10 _rl'd E. In O •p rl .. cv o a,oN w H (n a E, P11 RI d' w a w a g d CC) a0, . v1. z w N I ro N a^. 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AWMOR '� NALS NIOWADLE MARK TYPE TO iRU55 TO SEAT 15 LT5 UPLIFT A L1E. 8 IOd r _6 `rLOd - 1735 " I :.' 2-HETA2 ' (7) 5-iodll 6- lodpC SAT) - 3470 Q MTS 12 7-10ds 7-10ds 840 Do 2-MTS12 14-10ds 14-10ds 1680 C) HGT-2 8-10ds. 3/4" 8665 F MGT/PHD5 22-10ds 4200 CG) GT/HETA2 MGT-22-10dE 5935 fin/ HUS26 6-16ds. 1500 W.OV, l6 AS REQW �,pPlcae�- Oz�vElzrP1AC_ GaNT LArERiL eli I°r r� AERx CEILING WOOD TRII:1SE5 SHALL M GRACED NV ERECTED IN A,CCGRDANGE WITH THE 'TR1rS PLATE 'INSFIT'11FE" GRALIN6'WOOD'FRU55E5: 60MNIENTARY AND RECLAM'EWATION5, burry-U. GRAOWN IN TM PLAN GF Tt1E WEB MEMDERS : a. THE rRU55 FABRICATOR SHALL PROVIDE AND. IIKATE. 6-014THOL155 LATERAL W&INb FOR EACH TRUSS WM MEMMR AS REWRED: b. LATERAL DRAM SHALL DE RESTRAINED 'BY' DIAGONAL DRMIN& (MIN. I". rHILK NOMINAL LLMDER). THIS BRAGIN6 15 TO DE GGNrIt.VA15. c. A MINIMUM OF TWO ROWS 0r DIA&CNN.. CRAMN6 15 REQUIRED, OhE AT F.A61-1 VERTICAL WED MEMDER GLfDSESF-TO'-�ARtNrs LOCATlFAIS. T11E DOfTOM CHORDS SHALL DE GRACED DY CONTINI1G1155 LATERAL BRACIN6 SPACED AT 5 TD'10 FEET, NAI.EP TO TOP OF THE I OHORD. DIA&ONN_5 PLACES AT .w TO THE LATERAL NNWES SHNL bit L06ATEP AT EAC41 END. IF DuILDINb EkzEDS 60 PEEr IN LENGTH, DIAwNAL w.46tN6 51-I01,1-D D£ REPEATED AT W FOOF INTERVALS. TOP CHORD DRACIN&'. o. .r FLYWOOD DECKN6 IS APPLIED DIRECTLY TO TOP GTICRD; PROPERLY LAPPED AND NAILED TO DEVELOP DIAPRA60M ACTION. DRAGIN6 IS NOT RPC<UIRED. 6. F n.RuNS ARE USED, DIAGONAL TOP G-IORD wAGIN6 15 W_gURED AT EACH END. IF DWLDIN6 EZEEP5 60 FEET IN LEN6Ttl, DIA&CNAL DRAUNb 54 O M REPEATED AT, . 10 FOOr INTERVALS, TIMMP, 1. ALL STRLY�RFAI_ TIMDER TO DE VOL)e"S PIR OR 5YP #2 (MINIMIM) 5TRESS GRADE LUNBER(,qJOR APPROVED E. THE MINIMUM AL LONAPLE PR6PERTIE9 ARE AS FCILOWS: Fb = 1,150 PSI Pv = 90 P51 E = 000,000 P51 BE DESIGNED IN ACCORDANCE WITH THE AMERICAN INSTITUTE Gr TIMBER CONSTRUCTIONS "66NSTRWTICN MANLW..". AND PRESSURE TREATED FOR EXTERIOR USE OR WHEN IN CONTACT WITH CONCRETE OR MASONRY. 3. ALL MICRO LAM PUMS TO BE ENGINEERED AND MANLFAGTI.REP DY TRU55-,1915T CORPORATION, OR APPROVED EgU4,. BRACING AND BRIDGING TO WE INSTN_LED PER MANtFA(,Tl_RERS RE66MMENDATI6NS. THE MINIMUM A-LONABLE PROPERTIES FOR MICRO --LAM BEAMS ARE AS FOLLOWS: Fb = 2925 PSI Fv = 255 PSI E = 2,000,0067 P51 WOOF TRU55E5 1. WOCV ROOD TRU55_5 AND FLOOR TRUS`•lES ARE TO,.M VPE51GNFD FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REOISTERW IN THE ?STATE_ OF 'I'LORIDA. SCALER C'ALaJI ATION5 AND ERECTION DRAWING5 ARE TO BE s"ITTED FOR APPROVAL, TRUSS FABRICATOR TO PROVIDE PREFABRICATED H*r-;ER5 A'S REiVIRED. 2. WOOD TRL6!5E5 5HALL W_ DRAGED AM ERECTED IN ACCORDANCE WITH THE 'TRUS6 PLATE INSTITUTE' HANDLING, IN5r"NG & HIP ((LATTOf ES WOOD IT�)R PRAM G NTHE ROE Cr THHEWENDATIGNS, MEMWPEERRS: THE TRI)fS FABRICATOR SHALL. PROVIDE AND !AGATE CONTINUGU5 LATERAL DRACING FOR EACH TRUSS WEB MEMDER AS REQUIRED. LATERAL DRAGING aIALL DE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LLMWER). THIS BRACING IS TO BE GGNTINUOLrS A MINIMUM Cr TWO ROWS 6F DIAGONAL BRACING 15 REQUIREP, .. ONE AT EACH VERTICAL WED MEMBER 6L05ESr TO BEARING LO( ATION6. >. THE BOTrCM CHORDS SHALL BE DRAGFD DY 6,6NTINUOU5 LATERAL NWING SPACED AT 6 FEET MAXIMLM NAILED TO TOP OF THE. BOTTOM CHORD. DIAGONALS PLACED AT 45 TO THE LATERAL BRACES SHALL DE LOCATED AT- EACH END, IF DUILDING EXCEEDS 60 FEAT IN LENGTH, DIAGONAL BRACING SHGlA D DE REPFATFD AT 20 FEET INTERVALS. PLYWOOD, SHEATHING NAILING SCHEDULE (WALLS AND ROOF) . NAIL 512E NAIL SPACING ZONE 5d A" @ EDGf5, 6" @ INTERMEDIATE 5LPFORT5 ROOF 5d 6" @ EDGE5, d' @ INTERMEDIATE SLPPORTS ROOF Q 0 N l` Q + � N ul W W W W a oZj Q � w W w • U � m pC W G • I ' a � C) to E7 U HQW �, z W w w w O 1n H w5 a�w d In a m co WILI H N 01 Cm 'dW.1 w xop 1l E- �*-' to , a)I I Araw 41aq Ln w U)zaa,, III r H 0 QnH b co z - rt W H p �d kD [a 3 Tl 'r1 -rl to W E mww p •rl O +u to '1 M>o W RI d• ul A El co a x W o tt.0o �-1 I� rat r`I (y a M r-4 p0 Qw ttlo rl to •rl W 4j N1 5c m m u a �Vy ui u5 cl H ro I.wO: ow lJ U ji O a u H ?7 tL 3 .mot a10 to 084 rH b THESE PLANS AND ALL PROPOSED WORN ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, F; c III rl - y --- w w d 04 0 1J O 14 0 IW-' W 1 W q o b, qq to F l dm U 11w El H LU Q z Lu Q LL QUl p ^ ®Lu IJ Z J LLJ 0, Irj) UJI c� LU in 2i U Lu 06 z 0CL ©I- A�A CL o