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HomeMy WebLinkAboutBuilding PlansBilaffing permit _4 , n lng 1opmeitt Se s Depark. & Deve Building & Regulations D"ifin Pradact ReVI'M Affidavit Ovvvncrs N,-jt.,tnk JOE AND ANN HANIROCK Ap pficant: pfaftet orilemins. Deswn pmsuffes f vdw Pates De-mm Pres-sum Kan dar- er MoM TA-v be Rodul-Arv.m.- 1j, Uff 113alf Gbmis Twe Mew o Aft& ____W-_770O_ SINGLE 9(1N6L.ff.1, 12-0127.16 LAM A TEL) I WrMdWM +80 -80 LAPV NIN19tlSTRIF:S ALUM CLIPPED IAILL 12-012707 Muidk= +150 -150 -LAW ONINOIZTielES Fried Goas Riazk (31an 14 +76.7 -85 LW1,ff0A1 +46 -52 PIAK4 611CIASSIC-CP,4FTO,4K&,?ItSi-IC, TyFR,4fA TR11,09 INPtIS;';Q i IF DAL TON CORP� R-CLAZIC &,S11400rg­ ES MODEL 802418124 FL7347.1 TAR GLAZED 000RS 12-0127 23 11-0411,05 WPAC761t 4 2 SyMg Type DaNs F%rich Raftms NA Roafing. ldatffi it -50.5 PFRIKETER -106.75 & TfNFR NA S1_tA(LAS T META 6ALVALMNE 5 V MTL. ROOFING 9' CRIAIP FL-10490.6 I have mviewed ft, P above comp8neutS Or Cladding seinibbstracturei Tlimeproduct,prwvidead"�nWiedstaacetntbe Z and I have approved. t1wir w vain d loads and fi)cjfie_tj by cm -red code svo C"t. O. Date_ mlign Praf� 1/411 TApCONS SCREWS TI-IRtl OUT t1FADC - 6" MAY FROM Top CORNERS 4 TOTAL AT PEAS .JAMBS Top CORIVCp�, 9 5 _ /,, 0. C. 6 " MAX FROM 3 611 MAX FT01W 80 TT CORNERS, 6" IVAX 8F1 0 11 1WFFT11v6 RAIL VLff - AIV90P A/0TA0,EOP 5116'' (ILTRACO,il, SCREWS 2 PEALS AND SIL L 5' ,� AX FROM FRI49F CORNERS 4A T VLL AA, 0 4EA 0 , 64 T JAIIIBf TO TA L OF 20 3 4P-Af D 2,26 7-KPF 11 W1 4" SIDE LAP 6"" END LAPWI CORROVVE jeFVSTANT I -IN CAPS AND 12 GA. Pl,," 41MULAR RING SPANK NAILS , 6" 0. C. AT ALL LAPS AND :2ST,466ARFI) ROWS 12" 0. C. IN FIELD OF WE POLL 4 TAPCOAI,s TO BE 4" F00N CORNERS 1 [IFADAND JA11f8 (cl qC,) TT 18,94" MAX 0. C Building & Code RMulations 1)'Fm" in 230 vire"is Avenue Ffwt 34981 772462-1553 Des'n Certification for Wind Load Compliance This Catification must be compleW by the pro1ject design architect or engineer. This Certifization must W submitted to duplicate with all applications for building pen -nits involving the construction of new midence (single or multi- fitmily�, midential addition, any accessory structure requiring a building pennit, and any nonresidential strict :. This Certification shall not apply to inuwjor renovabons (provided that no merior ,qtrucwwal Wails, Columns or other components are Wng afficted) and is oduT miror building permits. For fitrther assbnce, please contact -the Building Inspection Office at (772)462-1553 ....... .... ... ... WIN p4 Add0 ress 1725 S 0CE`/iN DR. LOT 323 0101 "M LOT41VA - ---- -- ----- - --- ----- - ------ i catify that, to the best of my knowledge and betie� these plum and specifioations have been designed to comply with the applicable stmoural portion oft e Ruihling Codes currently adopted and enforced by St, 1,ucie County. 1 alsocerfify that structural elements depicted on these plans pmvide adequate resistan<* to the wind I loads and forces specified by cur rmt to provisions. km ParsMSLen_.,and ssyMpfiUsed A _s (Please check or compk4e theappropriate box.) on .: , I Florida Building Code 20 10 Edition with 20 Supplements and .SCE 7 - 10 2, Building Deska is: Enrlosed: X Partially Enclosed: Open- Building., 3. Mean Roof HeW-, 231-611 Roo(Pitch: 2.75 :12 1wernalpreaureCoeff-le.jent: 7-± 0.18 4. Width of End Zonel 31-01f Wind Speed: 170 mph (3 sec. gust) 1 N.A. S. BuiklliM Class"Ication Table 1-1. ASCE7 -10 FOC Table 1604.5 6, W CAT , E82UP " C Adjustment Factor for Exposure & Height: pesure 1 55, Kation: 7. Components &Cladding Wind Pressure on RoorZome 1 36.6 2 38.2 3 39.3 PSF 81, Components& Cladding Wind Pmsure on Wall Zom 4 36.7 5 39.4 pSF 9. Components: & Cladding wind. Pressure on Overhead Garage Door PSp I.O. Loads: Floor 100 PSF Roof1dead 15 PSF ROOVHVO 30 PSF 11. Shear Walls Considered for Structure? Ves No � (if No, attach explanation) 12, Continuous Load Path provided? Yes X No (tt Nattach explanation) 13. Are. Component and Cladding Deftils. Provided? Yes X Na — (if NO, 2ttaCh ftPlsustitln) 14. Miri Wmum Sell Reang Pressure.- 2500 Pn%umpoX ve: , By Test: PSF .As witnessed by my seal, I hereby certify that the information indulded,with this tertifleatim is true and correct, tal the 'best of my knowledge and belkf. Name: Cert #.- _... Design Fitt. Dxte: CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBISY OF THE -t 1 3 02, —0305 ST. LUCIE COUNTY BUILDING bivIGION REViEWIED FOR COrW�,ffE REVIEWED BY DATE It_-ff- I - PLANS "ERIMIT MUST BE KEPT (ipq JOB OR _.N_0 INSPECTION t%ILL DE MADE A�L WORK THFQ': 01,4q 4ND I ARE SUBJECT TO AM C0AKC110W'-' REQUIRED BY RELD INSPECTORS ThkT MAY BEREMU."MoWRTO COMIOK,0NIIIVMV THIS STRUC LURE HAS BEEN IDES;GNEi) AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING. INTERNAL WIND PRESSURE WINDBORNE DEBRIS PROTEC i 101,41 IMPACT RESISTANCE (-I_A7ING (Ing -1QL R A (Int.) �? LDAR.AWING INDEX LARCHITECTURAL BUILDING DEPARTMENT FORMS SITE PLAN / SITE DATA; DESIGN CERTIFICATION FOUNDATION PLAN FOUNDATION NOTES FLOOR PLAN DOOR AIN 1TW_1NDOW SCHEDULES IA-6 EXTERIOR ELEVATIONS. AND SECTION A-7 ROOF 'RAMING PLANT FIRST FLOOR A -ND SECOND FLOOR FRAMING PLANS TYPICAL ALI, SECTION AND STRUCTURAL NOTES] SECTIONS A,B, & 'STAH-4, —DETAILS EEI I WINDOW AND DOOR S(_ HEDULES FIRST ANS SECOND F1 10OR ELECTRICAL PLANS -PLUMBING PLAN / RISER DIAGRAM FIRST AND SECOND FLOOR MECHANICAL PLANS MECHANICAL SCHED1._j:LE AND NOTES 1. GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL �'JSFFIME BUILDING SITE AND VERIFY ALL CONDITIONS PRIOR TO SUBMISSION OF DID, 2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REPORTED A CARBON MONOXIDE ALARM SHALL TO A/E FOR CORRECTIONS BEFORE SUBMISSION OF BID. BE INSTALLED IN ACCORDANCE 3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND/OR VVII'H EA.C. AULF. 90p3,0472 WITHIN MANUFACTURES FAVOR OR BY VIRTURE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN EN FEET OF EACH POOM USED FOR DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO A/E ATTENTION IN A TIMELY MANNER. .13LEEPING PURPOSES. 4, WRITTEN DIMIENSIONS GOVERN. CONTRACTOR SHALL VERIFY ALL DIMIENSIONS. IN THE EVENT OF CONFLICT, THE A/E SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY WORK 5. CONTRACTOR AND SUBCONTRACTORS DOING WORK ON THIS PROJECT SHALL FURNISH DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND THE OWNER SHALL BE FURNISHED WITH A CERTIFICATE OF SAID INSURANCE. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY WORKER'S COMPENSATION INSURANCE ON ALL WORKMEN EMPLOYED ON THIS JOB. 6. ALL WORK PERFORMED SHALL CONFORM TO THE LATEST EDITION OF THE 2010 FLORIDA BUILDING CODE AND ALL APPLICABLE COUNTY ORDINANCES, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE REPECTIVE TRADES. 7. CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOT WITHSTANDING THE APPROVAL OF SHOP DRAWINGS, DESIGN MIZED, LABORATORY INSPECTIONS AND REPORTS, ARCHITECTS AND/OR ENGINEER'S FIELD OBSERVATIONS, THE LIKE OF WHICH ARE INTENDED TO ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR DETECTOIRS WiTH Mpy'f rvAy OF HIS/HER RESPONSIBILITY. SACK - UP IN AU 40_0410 AMO VAIA 401110 A4 AWLM 8, INCLUDED IN THE RESPONSIBILJTES OF ITEM 7 ARE THE FOLLOWING: WINK* §0 T!AT rHlt A&IvATION A. EXECUTION OF ALL WORKS IN A PROPER AND SAVE MANNER FOR ALL PERSONS, EQUIPMENT AND OF A 04 Y ` 90ft Q A W !ATE -A PROPERTIES. B. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF AL FORM WORK AND TEMPORARY STRUCTURES, C. SPECIFIED STRENGTH AND PROPER PLACING OF CONCRETE. ALL CONCRETE AND RELATED WORK INPROPERLY PLACED AND/OR TESTING UNDER STRENGTH SIMLL BE REPLACED WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER, 9. ROOF TRUSS FABRICATOR TO PROVIDE DESIGN AND SHOP DRAWINGS FOR TRUSSES. SUBMIT SHOP DWGS FOR WRITTEN APPROVAL BEFORE FABRICATING 10. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 -MODIFIED PROCTOR METHOD. 11. SOIL REARING IS DETERMINED TO BE 2500 PSF. IF SITE CONDITIONS VARY, CONTACT ENGINEER OF RECORD. 12. SOIL SHALL BE PRE-TREATED FOR SUBTERANEAN TERMITES 13. PROVIDE CONTINGENCY ALLOWANCE OF X AMOUNT OF DOLLARS VERIFY W1 OWNER TO BE USED FOR UNFORESEEN CONDITIONS. 14. ALL PERMIT FEES SHALL BE PART OF THE BASE BID OR PROVIDED IN BASE BID AS AN ALLOWANCE. 15. WEATHERING AND TERMITE AREA TO ADHERE TO FLA RES 2010 TABLE 301.2-1 A. WEATHERING IS "NEGLIGIBLE" FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 OR C 652. �10 P*0 coj con 0 �4 h PLO C) = "t 00 U U #9 x 2-1/2" /—RC -8 Installation Method Surf asst Metal, inc. od Deck ,5V Crimp"' (26 Gauge) R00f Panel Attached to Wro Preffle, Drawinzs. Mhlwdr IS -------------------------------------------------------- X<Siry Crimp" Panel Typical Pane] Profile View. WarMnal,17'a- r. W, T-MW 121 .G..c-. arms Po[rJ VVith 0fc: Hex - Spaced -,1. 2 " aaamt ft pmel 'Heald SUM voth WSWV7 Azaernbly Prafile Typ�,,ical Fazteninr Fa M_-Yrt Aerms .ftw 1'"StAl"lation method-, (,::R e-he r ma d r,8 wil; r�g_a. o n Pa geq, 6 - 7 of hi i's �-C, P_ 0 Ift, RefertaTabif!A` (garb nr, the 1-erwWJhQf,;,J7re_. pffneh� A ,Fas,te,ner Noimfl. 31 pa.W_ m, rf 1:2 MC t h P p npl prof fl� & -,-, t t'! L, was n rg'-M j-g- R tfa-rg R�:F- Rb: .1 aleri'lock., Lo pp-ed "N'linj"P.-Tium peni For pane: mnsty-uiftian aft the end of panek' r4-rf to €rn:trux,,IA-ong. and TART T w'W" :WET1110D,2,,� METHOD 11 T 'IF Devi Pressure: 106J& PSF R uw S p a c.1.1 rn Fa_rtenef mz p,? fia- h the W .allaf V,7p sta.., -he ",5"J U: f af-fernbly in zomp nce WU nst I Hoan, mpethod listed ,n Ihis report anod appfi.-scaboPe code seetianE; of F-BL 2_01.0,. The vl,5tar,atjon. df-l-Wn'berd" herei-, Kin acrawdar ce vjfth the scope of this Ke—*e 10 1, TAS 125-03 Uptift H � j r r ic ar e T P� �,, t. Lq b a r � i: t o r L Lf, p F Pi C 0 r g u r, i z a t, i a 7 S T I M, 15 2 7 P7. ,:R,�prvt#* 0412-10-17-05, RP_,,0:rtft 02�,CVJM 2, j.1A I D., I Surksl Mefta& Inc, L�Uvnspee_ 1� �-595 "" "E neeri :E I quil ency of Te5t Sta rd a �-d C-e-rU uDtj on 4, By iL B.uckvnc-f, P, E, p -_-',:MJCK Engf-nee F1,:51ig 'FRr ti#. ANE 192q) rjrfg.PAnon- B u C kri, e- T, P. E, W 'K @ - C (MC 0%,antzatlon #ANE 1910.) Screw JC -6 5v-Crimp Panel Decking InstallationMethod Sunlast Metal, Ins, "5V CrIMP"', (24 Gauge) Roof Panel Attached to W.'-dod Deck �10 HAKH0,111 AW, F�Yoilmd, -,_W *XA pbnk Tvplcal,, -.Anse mbly:14om, atrio Vie,sv TAB. LE "A" MEMO U 1- MEMOD 2: Deftp Pressufrxvx:' MF P55F R a:w 5 pmd rigg gzll (by Mbnafaftrer): Vnic. RfIbi t: Id S* th: Yi.1110 Streng, r.bf §ioni Kf_,,5i�itwxe; rp as A TV P Sb bar d and "5V Cri P, 24"'paX.) CO.-i'Mraf 1/2' 40 mka... V,,, ccmp,,",4arrc-e. ioefth FK.Ser-tion 150_43-� A: ST, Pal A B`53 G 6 0 g a W a,, i i z eend st,, e e I Per F-119C Sectibr, 19-1.6.6and 1501.4.4, Re:'r A N S, I J, AS hA F R 1. :n h F K 9,,,2c*L i U.'r I SO, 7 A 5 Per rcoflnig rra: ufax rer"s, WRIL Insu.-bbW i:i; (Optim.-al)' hl Tl )0,1541 2.25 1pr--,f r?, F, 7 Or -vie 2 Cortnp,5si S ,ergth, 12 Vh.-en bn-sull",",ar- - r,,,. is Mexporalred, grisu -shall ca­mply vvfth FRC 5cclt , _ V I l U llhe'ngth f-OlnalC; to rRnielt-�­'at_e th-'r; havurn ofsuipport iz� minImArr, of min. Batten (optional) rol UMM ATIMAKUMMUZY! Outside Closure Venturi Vent -#30 Felt min. SCALE 3/491 11_0" #9 x 1-1/2" Screw Inside Closure # 30 Felt min. 1 min. overhang requirk 5V-crimp Panel at c R 1pe rw N TI X -14�0 SITE CALCULATIONS LOT ,C. F F TOTAL AREA UNDER ROOF F. AICIS.F FIRST AND SECOND = 1603S,F 51-011 GARAGE = 265 S. F 1CD1 TOTAL CONCRETE ON TIE 6RO UND = 1157 SF = 48 X OF WE 3.8 X 1i LOT A/C CO MP b° �� /// MTt PLO EX) ff PALM X 3.0 F/N PL YWO. FLOOR TO 8 6 VD 5 A, VD -) TO BE REMO VF0 11111 k� 11 10 FLOOD F(EVATI-Off'l,�AF 7. 01/0 <� X 3.02 X 3.011 6F OF J,�&'T' P P, ArMENr TO B�PEYWOVED ie a, K TO PROPER T)l LINE F) T PAIN TO REMOVED . . . . . . ... R -95. U = 36.2 TO REMAIN X 3.2 C01W1W01'V 124 X OMM # II II I j PEDESTAL TO BE REMOVU 9 � PARKING SPACE RI VIE WA K -ju 47„ TO E 3.25 --t 'N6V0 X 3.3 GARBAGE CONTAINER (L SITE P1, 3.23 X Ii - V1, 00 *4 00 C C) L U tn U Z N U zi �c d /419=1'-0" WRITTEN DIMENSIONS GOVERN. CONTRACTOR STALL VERIFYALL DIMENSIONS.. IN TIE EVENT OFA CONFLICT TIE A/E STALL BE NOTIFIED BEFORE PROCEEDING W/ WORK STAIR DATA A ENTRY FROM 80TT OF STEPS AT ENTRY TO FIN SLAB AT FRONT DOOR 7 RISERS @ 7.75" EA 6 TREADS @ 10" EA FROM GARAGE SLAB TO LANDING = 4'-5" 7 RISERS @ 7.57" EA. 6 TREADS @ IOr/2" EA FROM FIRST FLOOR TO SECOND FLOOR 16 RISERS AT 7.18" EA 15 TREADS AT IOl/2' EA RAILING DA TA 34" NGT RAILING ON TREADS 36" NGT ON LANDING & BALCONY RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED NORIZ. OR VERT. PICKETS ARE TO BE SPACED TO RESIST AN OBJECT W1 A MAX 0 OF 4" GENERAL NOTE ALL NIATERALS BELOW FLOOD LEVEL @ 7'-0" SHALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT ALL CERAMIC TILE FLOOR FINISHES TO COMPLY W/ FLA RES 2010 R 702.4 ON WALLS SEPERATING RIF GARAGE FROM A/C SPACE PROVIDE A 5/8' TYPE " X " GYP WALL BD 1 /IR. FIRERATED �A FLOOD TEMP. 96'-11112" 1/2" SNOOTY STUCCO FINISH ! ONCRETE COLUMN. SEE STRUCT. Dw". FOR DETAIL ALUMINUM GARAGE DOOR DADE COUNTYAPPROVED 1 x 2 P. T. WOOD TRIM, PRIMED, CAULKED AND PAINTED 2 x 8 P. T. WOOD BUCKANCYORED TO COLUMN AND BEAM ABOVE W ITY 518 0 AND 6" LONG ANCHOR BOLTS AT 16" O.C., AND 6" FROM EDGES. GARAGE DOOR JAMB DETAIL t wr SCALE 1 1/21' = 1'-0" 4" 12' 0ll �--' O O BEDROOM LAMINATE WOOD FLO R - 0 34" NGT. RAILING FLOOD FLOOD nl VENT 0 \\ ICD" A-9 \ STL CDL. 4 8" 4' 0" 1� ly .b C OA / CLO \ STL % AM AM B �E I8'-7" �/ G - N REF OON TO 7-0" A. F. F. / AT ROOM SEE SNT F ►i OPEN 6 3' 0" 4" 2'-01 5'-10" LIN. T ('TL. BEAM ABOVE �rml 0 1►� 1 1 1 / •, ► '■1 V /LAMINA TF WOOD— VK \/FLOOR 0 - `\KITC Nlow ol� 1 w 19. 'Isis •r TILE r r I • - - ,r 4'-1011.2" FLOOD VENT A C A-3 36'-Ill/2" D R & SW. N �00 AUTOMATIC GARAGE DOOR OPEC l PROVIDED, SHALL BE LISTED ACCORDANCE WITI UL 325. e 2'-0" 12'-0" FIRST FLOOR PLAN 0 /w'.1 4-tv s ', IFRI Ir ♦ ; -10 %4"=1'-0" WRITTEN DIMENSIONS GOVERN. CONTRACTOR SHALL VERIFYALL DIMENSIONS.. IN THE EVENT OF A CONFLICT TIE A/E STALL BE NOTIFIED BEFORE PROCEEDING W/ WORK 1-4 41,96T TILED CURB 5/8' DU ROK ACC AR UND SIWR. R-11 BA rT L OM 7'-0" P j COMP ON ALUM FRAME l PLATFORM OF FRAME TO 8BEAT 8.00' N,4VD PARKING S PACE FLOOD VENT 0 NOTE (A PER R302.6) COMM # 6 PROVIDE /8" DU-ROK ON ALL WD FRAME PARTITIO S SEPERATING GARAGE FROM MAIN LIVING AAFA. FROM TOP OF FIRST FLOOR TRUSS OWA & TYPE " " FROM TOP OF FIRST FLOOR TRUSS U SEE DET THIS SNT A NOTE (AS PER R322.2.2) COMM # 3 TIE TOTAL FOOT PRINT ON WE GROUND lS 1157 S.F. 1" / S F. IS 1156 S0. IN 1 VENT BLOCKI6" x 16" = 256 SO 411 1157 / 256 = 4.5 VENT BLOCKS WE ARE PROVIDING 5 2 COMM # 2 NOTE STAIRS IN TIE GARAGE AND ALL WOOD IN CONTACT TO CONC lS TO BE P. T. AS PER R322.1.8 WM 0 00 00 AN A H rrTT 1' x N W w H w w I � Ati h M a o a o, � a Q 0 04 41 P4 oM N H P4� �� O U w� Q Q W� U C Z �Ao N � O w ►-� Q v O 1 a-4.4' GENERAL NOTE THE COLOR OF THE PAINT ON ALL EXTERIOR FINISEIE!> lS TO BE APPROVED BY THE HOLIDAY OUT PROPFRTY MANAGER BEFORE PAINTING 1� d-4.4' 3 a-4.4' !.. FLOOP VFfVT FLOOD vur RIGHT SIDE / SOUTH ELEVATION Y4'1_1'-0lv SLUM a-4, 4' FYPON CM 32 SG RIM F139. _ 0. BOTT OF BEAM:. . s�E oFr 3.1 4 48.4 +4L 5 +4L 5 rNiSSNr K K 36." II6•T. ALUM RAILING FIN Pt FWD :SECOA9 FLOOR i r y • _ � .. .'. t.. � .. .sow OPEN' 36" 96T A RAIL N6 .. SINE. OF FIN PtY WD. 'FLOOR4 8'-8" NA11D. .: +41.5 -55.6 FLASFIIN6 & COUNTER + 18.18' NA ] 2 3/4" ------------*_L SCONCE IT. M O � O +34.9 FLOOD VENT -99.3 FRONT / WEST ELEVATION " e �4=p-Ott h ly TO EX1ST STREET + 8.5' NA + -T-O" NAVD �n + 3.46' #AV,9 W � M O 00 AN a A� o� W � N A �N N V1 M wa N N W E-+ w w a a F-� O H M a a N � � x Q V ONM P4 � O� U.0� W �y Q Q W� U O Z N O • w E-+ VV +i- N vv tea. a- ✓r.-r .-. W/ #5 NELSON STUDS @ 6"O. C. STL BEAM & SLAB SECTION 4" INTO BEAM NELSON STUD @ 6" O.C. STAGGERED 4" -GT F— 2-3/4" BOLTS 114 W 12 x 65 STL BEAM W/ #5 NELSON STUDS @ 6"D.C. 4" INTO BEAM STL BEAM TO STL BEAM DETT 1- %2„=1'-0„ CONC [SLAB ON TOP G. a a .4 d d d . C a d a a G7 O 114 W 12 x6 5 STL BEAM o WELDF0 TO PL. PL. 6" LONG NELSON S WFLOEL TO PL. 2 ON EA a 4" x 4" x'/4" STL COL. WELDED TO STL BEAM POURED CONC COL. a a 12" x 8" x 3/4' STL PL WELDED TO COL & BEAM STL BEAM TO CONC. COL. DETT 1- % 1=1'-0" STL BEAM TO STL COL. DETT SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS Ci�sT-Cites GRAVITY UPLIFT LINT NO. L TYPE LENGTH SUS 8F8-OB 8F12-0B 8F16-OR 8F8-1T 8F12-1T 8F16-IT 8F8-1B 8F12-1B SF16-1B 8F8-2T 8F12-2T 8F16-2T OI 2'-8110 3'-6" PRECAST 2231 3069 3719 5163 1559 2524 3547 3069 4605 6113 1559 2524 3547 O3138 3'-7" to 4'-O'TRECAST 2302 3377 4689 1363 2192 3079 3166 4473 6039 1363 2192 3079 30 4'-1" to 4'-6"PRECAST 2029 2325 4473 1207 1940 2724 2646 4473 6039 034 1207 1940 2724 40 4'-7" to 5'-4" PRECAST 1651 1787 1913 2657 1016 1632 2290 2170 4027 6039 1016 1632 2290 O 5'-5" to 5'-IO'PRECAST 1184 1223 1301 1809 909 1492 2093 1665 2889 5057 929 1492 2093 O 5'-11 "to 6'-6" PRECAST 972 1000 1 1059 1474 835 11340 1880 1459 1 2464 4144 835 1340 1880 O 6'-7" to T-6"PRECAST 937 1255 2101 3263 727 1021 1634 1255 2101 3396 727 1021 1634 O 7'-7" to 91-4" PRECAST 554 699 1170 1625 591 680 11163 752 1245 1843 591 680 1163 ROOF PLAN NOTES CONCRETE BEAM AND LINTEL SCHEDULE MARK TOP ELEV. SIZE WxH REINFORCING TIES OR STIRRUPS BOTT. CONT. TOP TYPE SPACING REMARKS B-1 26 -0 3/4 NA VD 8" x 14" 2# 6 2# 5 3 12" 8_2 17'-611 NAVD x STL BEAM # 5 NELSON STUDS 4 EMBED INTO BEAM ABOVE @ 6" O.C. F = FILLED WITH 6ROUT / U = UNFILLED r QUANTITY OF #5 REBAR AT I BOTTOM OF LINTEL CAVITY 81F8 -1 B NOMINAL WIDTH J NOMINAL 11EI69T• Q Z-1 ° GROUT Q v • ~ V #5 REBAR AT BOTTOM • • OF LINTEL CAVITY ,� • • BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 7-5/8 ACTUAL 7-5/8" ACTUAL 8" NOMINAL WD 8" NOMINAL WD M!N MUN LINTEL RE NF: MIN MUN LINTEL REINF: "1 5 BOTTOM 1 TOP 1,4 5 BOTTOM I. CONTRACTOR TO SUBMIT SHOP DWGS. GRAVITY& UPLIFT LOADS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OF TRUSSES 117 # 2. ALL FLASHING TO BE MTL, UNLESS OTHERWISE CHANGED E7_A-1 BY OWNER 3. GUTTERS AND DOWNSPOUTS TO BE MTL. 4. TYP. ROOFING TO BE A METAL ROOF. 5. TYP, ROOF PITCH TO BE 3:12 TlIE STRUCTURAL SYSTEM FOR THE BUILDING MAS BEEN DESIGNED IN ACCORDANCE WITH TWE 2010 FLORIDA BUILDING CODE 2010 RESIDENTIAL EDITION THE FOLLOWING SUPERIMPOSED LOADING NAVE BEEN UTILIZED. ROOF p3� �b LIVE LOAD: 30 PSF T DEAD LOAD: 25 PSF DONT USE 3321STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPN AS PER ASCE_ 7-10 D A-9 RISKCATT.II 189# MAX EXPOSURE " C It SIMPSON / MGT WIND DIRECTIONALITY FACTOR Kd = .85 B 1 INTERNAL PRESSURE COEFFICIENT = 0.18 CODES FLORIDA BUILDING CODE 2010 RESIDENTIAL, LOCAL CODES AND GOVERNING REGULATONS. ACI318-02 242# ACI421.1-R92 A. I.S.C. NINTH EDITION N. D.S. 2001 ASCE 7-02 ALUM GUTTER ROOF S-LATHING NAILING SCMEDULF (5/8" CDX. WI TN 8d RING SWANK GALV ) (DO NOT USE MECHANICAL DEVICE) {, A. PROVIDE 24 BLOCKING AT ALL RIDGE, MIP LINES & VALLEYS 718 M W13-8d NA1LS FROM EA S1DE SIMPSON ROOF SNFATW/NG NAIL/NG SCWFOULE ( 518" CDX. WI TM 10d R/NG SWANK CAL Q MGT B. NAIL PLYWO. WITH 8d NAILS @ 6" O.C. THROUGH OUTAND AT GABLE T.o.B +26'-O 914" NAVD ENDS PROVIDE 24 BLOCKING FOR FIRST FOUR FEET AT TWF PL YWD. EDGES W/ 10 d NAILS AT 4" 0. C. C. PROVIDE 2X4 CONT. BOTT. CORD BRACING @ 8'-0" O.C. MAX WI7-9 2-16d NAILS AT PANEL POINT. BRACING SMALL BE RESTRAINED AT FAC- END AND AT 20-0" INTERVALS 219# M,9X D. ALL NAILS MUST BE RING WANK GALV ALL WOOD 9 CONNECTORS 6T 2 N -- GT 2 MUST BE WOT DIP GALVANIZED. E. IX6 CYPRESS T&G WIT- 3-10d NAILS AT ALL CONTACT POINTS PLYWOOD NAILING SCHEDULEE: BALANCE WITHIN 5'-0" OF ROOF EDGE 10 0 -OT DIPPED CAL NAILS (C 4" 0. C. 10 O MOT DIPPED GALVS RING S-ANKNAILS @ 6" 0.0 ALL SWEATWING SMALL BE GLUED TO TRUSSES W/ CONSTRUCTION ADWESIVE q ALUM GUTTER 1 8F8-1 1131 T 26 GA GALV MTL FLASHING & COUNTER FLASHING 00 5/g' x 6" EMBED WEDGEE OLT BY RED HEAD @ 24" C.C. 2 x 8 P. T. WD LEDGER 5/8' x 6" EMBED WEDG BOLT BY RED HEAD (—a 24" D.C, SIMP.WN JST HANGER 4 LGUM 28 2435 # Ll L. fz) R . % PRE FAB WOOD TRUZ4 t4 r �— 2 x 8 P. T WD LEDGER FLASHING DET'L 355# META -16 8 A-10 961# MAX 7 C> 460# SIMPSON IIETA-16 96T-2 G =1348# B-2 UL ==1176 SF16- IT — ALUM GUTTER —TOP OF BOND BEAM & 8'-0" ABOVE FIN 314" PLYWD 4 \ D.S -2 L =36 # �FI6-IBIT P E FAB WOOD RUSSE — . . 24° 0. C. STL AM TO S �'OL GIRDER TRUSS \ TNiS SNT. R-375 \ _ # / 528 — STL 8 M TO BE TN TMETA-1 Ch I 8F16-A . � • QK 52 _ • /. ETA_I 375 24 2 # 1041#.MA 0 9# M X SIMPS�N / PSON MG # MG 8F1 -1BIT I T-2 I I GIRDER TRUSS, 611 "\ — IRDFRTR �— W 811 # MAX VIVR N OCT m \ i WETA-16 s 100 # 1META 219# MAX SIMP N NGr� 191 # META-16 ALUM GUTTER 279# MAX SIMPSON NGT 2 —TOP OF BOND BEAM & 8'-0' A 80VE FIN 314' PLYWD ALUM G TTER — GR 330# UL 288# D.S. 297# MAX — SIMPM .............:.... O NGT 2 F16-IBI g F AS106 & COUNTER FLASMIG _ A ONG WALL , l2 — /LT UP CRICKET —ARE hf -W000—TRH , T Q @ 24" 0. C. W p . — . — . — GIRDER TR S N� Nr I 297# MAX MAX VIVRMN SIMPSON t6um 8; 2 #. M6T-15 C 2x8P� 00D E,p f,/5/8"x "E 4" 0. d, Q B 191 # A. META -16 ROOF PLAN ALUM DOWNSPOUT TO EXIT TOWARD THE STREET PARALELL TO THE -ouSE WM 0 00 00 AN A W ►.a � � � O N N W V1 Z 0 N N a' W w w wH� 04 O Aenh F a w N I 40 �p a Q OM N N 0 U p� Q W� �� U W C) In Z �Ao N � ,�/• W U W u r� CIO O A`''con� O 2-2 x 6 WD LEDGER W/ %11 x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & B W/ 2 FA SIDE OF FLR. GIRDER b 1-LAYERS OF 3/4" PLYWD GLUED AND NAILED L— P. T. 18" DEEP WD TRUSSES FILL CELLS SOLID W/ CONC SKIM COAT STUCCO ON BLKAT GARAGE AREA ONLY FIN SL B @ O'-0" = 4.19' ' N.A. V A ° G o ° SECTION " A " %"=1'-0 91 GUTTER & S. _/ GR= 240# uL = 275 # BEAM B-4 I < �IGI . G 1 ee •, 1 G1 8" x 18" CONC BEAM SEE SCNEDIILE FOR REINF. 4" x 4" x�J/4' STL COL 8" W x 12" LONG x 5/8" STL PL W/ 4 x 6" NELSON STUDS WELDED TO PL 1:2"X12"X5/8' GALV STL PL ON f NON SNRINK GROUT W/ 4-3/4 y " J - BOLTS LI.. 1 L � • L/ STEEL COL. DET'L B / / / / GR=1348# _ UL =1176 # / / / / GR=3 / U360# 2-2 x'6 WD LEDGE x-81 EMBED �y WEDGE BELTS @ STAGGERED T & B lR ER DR.- �� .. 2 R_r II SECOND FLOOR FRAMING PLAN 4-011 x 4-0" x 16" DEEP CONC PAD FTG. GUTTER & D.S. CONCRETE BEAM AND LINTEL SCHEDULE TOP OF BEAM REINFORCING TIES OR STIRRUPS MARK SIZE ABOVE NAVD WxH BOTT. CONT. TOP TYPE SPACING REMARKS B 1 12'-6 5/8" NAI/D 8" x 18" 2# 7 2# 5 3 12" B_2 9VcR WINDOW 8" X 8" 8F8-28T 2 # 5 B-3 0 ER WINDOW 8" X 8" 8F8-I8 1# 5 8-4 I8 '-71 X4VD 8" x 1811 2# 7 2# 6 3 1211 8-5 17-611 811x18" 2#6 2 # 5 3 1211 8-6 TEEL BEAM W 12 x 65 1211 COL CAP BYSIMPSON C-44 W/ 2 -5/8' TNRU BOLTS IN COL AND GIRDER 4 x 4 WOOD POST SIMPSON ABA - 44 POST BASE W/ 1/"" WEDGE BOLT 6" EMBED POST DETAIL SCALE 1-1/2"=1'-0" 2-2,,6 6 WD LEDGER W/ 5/8' x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & B W/ 2 FA SIDF OF FI R. GIRDER B-3 GR=330# UL=288# GUTTER & 0.1 : GR=750 # UL =0 24" WIDE x 12" DEEP CONC FTG W/ 3 #5 LONG SEE FOUND PLAN FOR NOTES Ta Tl? CT 1 T .full? 112 A 1%41 ETC DT A XT %4"=1'-0ll NOTES ALL STL CONNECTORS USED BELOW FLOOD LEVEL SHALL BE 316 C STAINLESS STEEL GR=1140 # UL=O 0 GR=1140 # UL =O O 26 NU-410 WM 110 O 00 AN W � � ` � N Z � x N W W H w a� w a Z H M M 0kn Q ►I 0 aNM U -oe� Z� Q Q W� U W In Z N •• W U W W H� W 00 A e; x If[ 0/11) NEW 8" x 27 TYP WOOL MIN 0 WOOD RETURN BACI P. T. 2 x ft W/as LAMINATE WC � P. + 8'-0" :CAST CO/VC 1 #5 RAISED STUCCO BAND ON I X P. T. WD NAILER TYP. +6'-8" OR BY TNERMA TRU 'ACT RESISTANT VB AND HEAD V MORTAR BED VC SLAB EXTERIOR DOOR DETAIL SCALE 1 I /2" =1'-0" TYP. + 8'-0" 6" RAISED STUCCO BAND ON BUILT OUT STUCCO BEAD VERIFY HGT MY-MFG. ABOVE FIN ALUM FRENCH DOOR LA PORTE I \ BYLAWSON L.M.I. NOA 12-0127.23 GLASS TYPE A IN THE N.0.A LAMINATED GLASS DIP = ± 86.0 JAMB AND HEAD EXTERIOR SIDE SCREEN DOOR FIN BALCONY DECK ON FULL_.__ MORTAR BED SL INTL RIOR SIDE N 8FI6-IBIT TYP WOOD CASING BD, MIN OF 4" HGT. W1 WOOD RETURN BACK INTO BUCK P. T.1 x WOOD BUCK W/ 114'' SHIM SPACE ANCHORAGF NOTE 1/4" ULTRACON SCREWS HEAD AND SILL 8" MAX FROM FRAME CORNERS 4 AT ASTRAGAL 2 AT CORNERS JAMBS 6" FROM CORNERS 10 TOTAL S111 AND WD LAMFLOOR ARE TO LINE UP WOOD LAMINATE FLOOR SILL RISER 31/2" RECESS CONC AS PER THICKNESS OF TILE AND MORTAR 4115" DIA. X 2114" LONG TAPCON SCREW 4 TOTAL @SILL (SEAL HEAD WATERTIGHT) 5/8' LAG BOLT 6" INTO CONC FILLED CELL FRENCH DOOR DETAIL SCALE 1 1/2" = V-0" 8'-0" ABOVE FIN SLAB 8" x 8" CONC LINTEL W/1#5 6" RAISED STUCCO BAND — ON BUILT OUT STUCCO BEAD 6-8"ABOVE FIN SLAB CAULKING BEAD ALL AROUND. LAWSON ALUMINUM SINGLE HUNG WINDOW WITH IMPACT RESISTANCE GLASS FLANGE TYPE NOA 12-0127.16 CAULKING BE ALL AROUND SLOPE 1/2" 6" RAISED STUC ON MTL LAT ON 5/8" STUCCO 8" CONC. BLS 8F16-IBIT 2 # 5 @ BOTT OF LINTEL 112" DRYWALL ON 1" X 2" A T WOOD FURRINGS AT 16" C/C. 31/2' WD CASING BD # 176 BY FEDERAL MILLWORKS OR EQUAL 1 X 3 A T WOOD NAILER. I X 4 P. T WD. BUCK '14" TAPCONS SCREWS THRU OUT HEADS - 6" MAX FROM TOP CORNERS 4 TOTAL AT IIEAS .JAMBS - 6" MAX FROM TOP CORNERS 9-5/a" 0. C. 6" MAX FTOM 80TT CORNERS, 6" MAX ?FLOW MEETING RAIL SILLS - ANCHOR Nor' 1 X 4 P. T. WO. BUCK >1ARBLE SILL TO MTCMEXIST. 31/2' WD CASING BD # 176 BY FEDERAL MILLWORKS ?R EQUAL 1 X 3 P. T. W00D NAILER. 8" x 8" PRE CAST CONCRETE CAP. FOIL INSULATION .112" DRYWALL, ON 1" X 2" P. T WOOD FURRINGS AT 16" C/C. TYPICAL WINDOW DETAIL FRONT DOOR DETAIL 1/2" GYPSUM WALL BOARD R-4.5 INSULATION IN CAVITIES P. T WOOD FURRING STRIPS AT 24" O.C. ACRYLIC CAULKING INTERIOR WOOD DOOR CASING 2X4 P. T. WOOD BLOCKING, ATTACHED TO CONC. MASONRY W/ 1/4" 9 X 3" LNG. TAPCON CONC. SCREWS, W/ MIN. OF EMBEDMENT OF 1-314" INTO CONC SPACED @ 3" FROM EA. END & BALANCE @ 12" 0. C. @ JAMB„ & 10" 0. C. @ HEAD11 WOOD DOOR FRAME, ` INSTALLATION SHALL BE IN ACCORDANCE W1TM MANUFACT. SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL ENTRY DOOR, REFER TO DOOR SCHEDULE) N1NGE 4MO.025" PLATE, (@ HINGES, WHEN REQUIRED) SEALANT P. T. WD NAILER 11/4" STUCCO CORNER BEAD 1/0 COAT STUCCO FINISH (ON 'CONCRETE MASONRY WALL CONCRETE MASONRY WALL, YP.) REFER TO STRUCT. OWGS FOR REINF. AREA OF CLEAR OPENING 5.7 0. FT. (MIN.) EGRESS WINDOW NOTES: �1 M 0 AN OUTSIDE WINDOW OR ODOR OPERABLE FROM TFIE INSIDE WITHOUT THE USE OF TOOLS ' AND PROVIDING A CLEAR OPENING OF NOT N LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN HEIGHT, AND 5.7 SQ. FT (0.53) A IN AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (712 CM) ABOVE THE FLOOR.. AS PER N.F.P.A. 101 SECT. 22-2.2.3 (C)04 5.7 SQ. FT (MIN.) SAFEGUARDS: OPERABLE WINDOWS SHALL BE PROTECTED A FOLLOWS: 00 I M--I PTO WHERE THERE IS DROP OF MORE THAN 4'-0" rTl n/ N a ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 36" ABOVE THE NEAR o SIDE WALKING SURFACE, SAFEGUARDS SHALL M~ 20 MIN. BE PROVIDED TO PREVENT THE FALL OF I■+ h PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT 9508.9 �I Z (E) (7) 1N 2 ONLY) (INSIDE LOOKING OUT) (APPLICABLE "d. FLOOR WINDOWS � z TOP OF FIN. FLOOR N W REFER TO ARCH. PLANS N � M W N DOOR SCHEDULE O MARK SIZE TYPE & MAT. CORE FIBFR6114_5!� MFG. REMARKS W H THK.SOLID A 3'-0" 6'-8" II 1-314 RAISED PNLS DEAD BOLT, MTL T RS LD. FULL WEATHERS RIPPING a 3'-D" 6'-8" 1-314 S. C, R. P., WD. DEAD BOLT, MTL TMRSMLD. FULL TMERKMIPPING c 2'-8" 3'-D" 1-314" S.C.FIBERGLASS R.P. 20 MIN FIRE RATED 2'-6" 6'-8" 1-314" S.C,R.P.,WD. 2-2'-6" 6'-8" I-3/4" N. R.P. OD Bl FOL F 21_811 6'_8" 1-3/8" S.C,R.P.,WD. 2 CORM 5 2'-0„ 6,-8" 1-3/4" .C, R. ., WD. N 14'-0" 8'-0" RAISED PNa 1 2-2'-6" 6'-8" 1-318" 9.C,R.P.,WO. BI-FOLD 2'-6" 6'-8" 1-314" 9.C,R.P.,W9.81-FOL0 K 3'-0" 6'-8" ALUM/ IMPACT GLASS RENCH c 2-2'-0" 61_811 1-314" M.CR.P.,W9.81-F0LD Af 2'-0" SEE MFG. ALL SAFETY TEMP GL. N 2-2' 6" 3'-0" 1-314" S. C. FIBERGLASS R. P. 0 1-4" 6'-8" 1-9/8" S.0 R.P. WD P Q R GENERAL NOTES 1. S. C, R. P., WD. REFERS TO SOLID CORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULL Y WFATIIFRSTRIPPFD 3. ALL INTERIOR DOORS ARE TO NAVE A 3" CASING BD. MIN, DOORS ARE TO BE UNDERCUT TO FIT S(IALL RE INSTALLED WINDOW SCHEDULEALL AS DESC� BED IN PRODUCT CONTROL APPROVALS MARK UNIT SIZEE RADIUS DESCRIPTION MANUF. REMARKS W 1 2_37' 63" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 2 3711 38318" ALUM SINGLE HUNG OBSC GL LAWSON FLANGE TYPE TINTED GL 3 26112" 383/8" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 4 531/8" 63" ALUM SINGLE HUNG OBSC GL. LAWSON FLANGE TYPE TINTED GL 5 53�/s" 383/8" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 6 37" 5911 ALUM SINGLE HUNG EGRESS LAWSON FLANGE TYPE TINTED GL �7) 37" 6311 ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL GENERAL WINDOW NOTES: NOTE 1: DADE COUNTY APPROVAL CONTRACTOR SHALL PROVIDE DADE COUNTY PRODUCT APPROVAL NUMBER BEFORE INSTALLATION NOTE 2: ALL NEW WINDOWS GLAZING NOTF 3: ALL FIXED GLASS SHALL COMPLY WITH SECTION 2405.3 SHALL BE GRAY TINTED " NOTE 4, ALL WINDOWS ARE TO BE FULL Y WFATI/ERSTRIPPED NOTE 5; NOTE 5, DIMENSIONS IN SCHEDULE ARE EXACT FROM LAWSON WINDOW GLASS DIMENSIONS ALUM WINDOWS FLANGE TYPE SIZE AND COORDINATE THE MASONRY OPENING NOTF 6; ALL WINDOW BUCKS ARE TO BE 14 WITH 1/4" x3-112" TAPCON SCREWS SEE PRODUCT APPROVAL FOR LOCATION NOTE 7,• SUBMIT SHOP DtV ;S TO ENGINEER FOR APPROVAL BEFORE FABRICATION OR hilt- i i A rIlml Q O w h M W gz O von ELECTRICAL NOTES 10, 000 AIC 40 BREAKERS 150 AMP PANEL t t A " 120/240 V 1201240 V 1 PN. / 3 W. 1 PN. / 3 W. C(I. BUS PNL BOX BY GFIVERAC LOAD V.A. COND, WIRE TRIP VOLTS DESCRIPTION CKT. NO CKT NO DESCRIPTION VOLTS TRIP WIRF COND. LOAD VA. ROMFX 12 20 120 GEN LTS. AND REC A.F.C.1. 1 2 GEN LTS AND REC A. F C. I. 120 20 12 ROMEX ROMFX 12 20 120 GEN LTS. AND REC A.F. C.I. 3 4 GFN LTS AND REC A. F. C. I. 120 20 12 ROMEX ROMFX 12 20 120 GEN LTS. AND REC A. F. C. L. 5 6 GEN LTS. AND REC R. F. C. I. 120 20 12 ROMEX ROMFX 12 20 120 GEN LTS: AND REC A. F.C.I. 7 8 EXTERIOR LTS 120 20 12 ROMEX 1,500 ROMEX 12 20 120 GARAGE G. F.1. 9 10 BATH G. F. /. 120 20 12 eomEx 1,500 1,500 ROMEX 12 20 120 SMALL APPLIANCFS 11 12 SMALL APPLIANCFS 120 20 P? QOMFx 1,500 1,500 RONEY 12 20 120 OUTSIDE G.F. I. FIRST FLOOR 13 m OUTSIDE G. F L SECOND FLOOR 120 20 12 eOMFX 1,500 1,500 ROMFX 12 20 120 6AR846F DISP. 6 MICROWAVE 120 20 12 ROMEX 1,500 1,500 ROMFX 12 20 120 REFRIGERATOR 17 18 DISH WASHER 120 20 12 ROMFX 1,000 1,000 ROMEX 12 20 120 DISH WASWER 19 20 WASHER 120 20 12 ROMEX 1, 000 1, 500 ROMEX 12 20 120 OUTSIDE LIGWTS 21 22 RANGE / OVEN 240 50/2 6 ROMEX 7000 1,000 ROMEX 12 20 120 23 24 5,000 /4" 10 30 240 CLOTHES DRYER 25 1 26 \90TWATFRt(FA7FR 240 30 10 314" 5,000 - - - - 27 28 66 GAL - 7, 350 3/4 8 40 240 A. N. 11, 29 30 A/C CONDENSER UNT #6 240 40 8 1� 1 6,450 - - - - - 3 TONS. 10 KW STRIP 31 32 3 TONS SFFR 16.0 - - - - - SPARES' 33 34 SPARES SPARES 35 36 SPARES SPARES 37 38 SPARES SPARES 39 40 SPARES 14,500 VA. TOTAL LOAD NOT INCLUDING A/C TOTAL LOAD NOT INCLUDING A/C 21,500 VA. * 1704 S: F. 6 3 VA / S. F. = 5112 VA +14, 500 VA +21, 500 VA = 41,112 VA TOTAL LOAD= 41,112 VA IST IOKW @ IOOX = 10, 000 V.A. BALANCE @ 40Y = 12,440 0 VA. DEMAND = A/C LOAD @ 10OX = 7, 35() VA. TOTAL = 29.794 VA. SYMBOL LEGEND DUPLEX FLOOR RECEPTACLE EXHAUST FAN FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. CEILING MOUNTED LIGHTING FIXTURE CEILING RECESSED LIGHT FIXTURE L�] WALL MOUNTED LIGHTING FIXTURE -�1-- FLOOD LIGHT 0 CEILING RECESSED LIGHT FIXTURE - DIREC fIONAL VP CEILING RECESSED LIGHT FIXTURE - VAPOR PROOF CEILING RECESSED LIGHTING FIXTURE © I ELECTRICAL PANEL Ep I FUSE OR DISCONNECT SWITCH TELEPHONE JACK -jj� TELEVISION JACK swi© SMOKE & CARBON MONOXIDE DETECTOR C'OMB($AL ONY PADDLE FAN Q� PUSHBUTTON SWITCH CHIME O JUNCTION BOX WALL SWITCH 0 QUADRAPLEX RECEPTACLE OUTLET GFI GROUND -FAULT INTERRUPTER OUTLET GFI WP WEATHERPROOF GROUND FAULT INTERRUPTER OUTLE HALF SWITCHED RECEPTACLE OUTLET ® SPECIAL RECEPTACLE OUTLET 240V DUPLEX RECEPTACLE OUTLET DEDICATED RECEPTACLE OUTLET W WIRELESS NETWORK ANTENA SPEAKER �S —{ T) A/C THERMOSTAT 3 # I TNNN CU /NI-1/2" 0 CONDUIT PANEL LOCATED IN GARAGE Exrsr O PROVIDE "AFCI" BREAKERS A ALL CONDUCTORS ARE TO 150 A AT LL BEDROOM OUTLETS COMPLY W/NEC. 240.21 TO COMPLY WITH NEC. 210.12 (B ) 3 # 1 TNNN CU 150 A IN 1-1/2" 0 CONDUIT EXIST. DISC SW. k /GRADE �AA FROM FP & L V TRANSFORMER I- # 2 TWNN CU. IN 1/2" COND TO 2 5/8Z 8YI0'-0" LONG GROUND RODS 6'-0" APART ('MIN) #210 AWG BARE CU. GROUNDING ELECTRODE TO STEEL REINFORCE IN FOUNDATION RISER DIAGRAM 22" z 36" ATTIC ACCESS SECOND FLOOR ELECTRICAL PLAN 7411=ly-®vv NTS UNDER COUNIV LIGHTS SW. .& L FLOOR UNDER COUN7D LIGWTS -0" MlN STEEL ROD 1. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND FQUIPMENT FOR COMPLETE ELECTRICAL 1NSTALLATION IN ACCORDANCE WITH TNFSF DRAWINGS: 2. COMPLY WITN THE N. F.C. AND THE FLORIDA BUILDING CODE. 3. PROVIDE EMPTY CONDUITS AS RFQUIRFD FOR TELFPNONF SYMFM 4. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT 5. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 6. PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES 7 COORDINATE ALL OUTLET LOCATIONS WITN BUILDING ARCNITFCTURM FFATURFS: 8. CONTRACTOR SHALL VISIT TNF S1TF TO FAMILIARIZE HIMSELF WITN ALL FXISTING CONDITIONS 9. ALL CABLE SHALL BE COPPER EXCEPT WHEN NOTED OTWERWISE. 10. INDOOR CONDUITS SHALL BE EMT. 11. OUTDOOR CONDUIT SHALL OF W14FDULE 40 PVC MINIMUM COVER SHALL BE 24 12. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 98-3.0472 WITHIN TEN FEET OF. EACH ROOM USED FOR SLEEPING PURPOSES, FIRST FLOOR ELECTRICAL PLAN Y4n—lv-Ovv 7FR (NDER 'E D PLAT FORM 8'-0" NAVO WM O H a0 N A W a � o� � 00 N 0 x N N a h w w a la w o0-0 A � a ti as r o� V O W 4c t,4 ah, zo • HEAT H.W. TO FIX HOT WATER,, �/4 UNION---" T DRAIN VAL V% WATER NEATER TO ftE MTD ON AN ALUM FRAME AT 8'-0" N.A. V 0. GATE VALVE COLD WATER, I" UNION PRESSURE & TEMPERATURE RELIEF VALVE (ASME APPRVD.) 3/4" Cu RELIEF DISCHARGE LINE, TO OUTSIDE GREEN WATER AREA, TERMINATE 6" HEALER ABOVE FIN. GRADE EMERGENCY PLASTIC PAN WITH 3" PVC SCH. 40 DRAIN LINE TO OUTSIDE, TERMINATE 6" ABOVE FIN. GRADE PIPINKJ DIAGRAM nts 2" VENT TNRU ROOF JIL I I I I KITCHEN KfTCNFN SUNK -1/211 2 F. U. 211 2" VI NT TNRU ROOF SECONF FLOOR BATH 211 VENT OVER I -1/211 1 LAV 211 2 F. U. LAL' 2 F. 211 211 VENT OVER 2 F U. 211 ]L 2" VENT Tgp 7f'.')0F I 211 UTILITY LAv L. T. F. U. WASHER' 2 F. U. 211 2 LAV I 2 F. . 2 LAV 211 3" 2" 3" 3" , 2 3® MASTE It BA7 211 )� 311 11 SlIWR. W.C. / 211 2 4FU V PLUMBING RISER DIA-GRA NT 2" V PLUMBING SCHEDULE DFSCRIPTIOIV FIXTURE COLD WATER NOT WATER SANITARY LINE UNIT COUNT SUPPLY SUPPLY SIZE TO VENT REMARKS LAVATORY 1 1/2'° 1/211 1/2° COUNTER TOP SHOWER 2 1/2" 1/2" 211 BIDET 2 11211 11211 2" TUB 2 1/211 11.211 2" WHIRLPOOL TUB 2 1/211 11211 1/21 WATER CLOSET 4 11211 - 311 KITCHEN SINKS 2 1/2°' 1/2" 1/2" COUNTER TOP REFRIGERATOR - 11211 - - SHUT OFF VALVE OISHWA,S'FIFR 2 - 112" 3/4" SAFF WASTED TO KITCHEN SINK WASHER 4 11211 11211 2 LAUNOR'YSINK 2 11211 11211 11121, COUiVTER TOP A/C DRAIN - - - 31411 PVC SCHEDULE 40 PLUMBING NOTES - PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. - MATERIALS SHALL BE AS FOLLOWS: 1) COLD WATER PIPING SCHEDULE 40 C. P.V.C. ALL PIPING THRU OUT HOUSE SHALL BE SCHEDULE 40 C.P.V.C. 2) SANITARY WASTE AND VENT 4" DIA. AND SMALLER SHALL BE C.PVC 3) STORM LINES INSIDE BUILDING SHALL BE C PVC SCHEDULE 40, STORM LINES OUTSIDE BUILDING SHALL BE C PVC SCHEDULE 80,, 4) IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING SHALL BE PVC SCHEDULE 40. 5) CONDENSATE DRAIN PIPE SHALL BE C PVC SCHEDULE 40 PIPE AND FITTINGS. 6) WATER HEATER RELIEF AND DRAIN LINE SHALL BE C.11-v.C. 7) PROVIDE A DIRECT HOT WATER LINE FROM H.W.H. TO KITCHEN SINK 4" PVC LINE t^CIAICD AfAlA/ Y4rv_11_011 VENT LINE OVER W � M O N r� 'ems N C N W H W W rr , O w A \ F— A/C UNIT 114.. x 2"J6 "ALUM BOLTED 7-0 WALL W1 2-518" RE 9 [IFAD EXP. BOLTS .. 6" EMBED INTO SOLID CONC FILLED CP-LL 2-80M ___ � -I_=III- i i= i_-III-I i I-� I -1 I I=1 I-1 1 11 11= I I- I =__ 11= 1=1 =vim I. I-T - 3/411=11-011 114" x 2".,,, 2"AlUllf FRAME FA ENO 114" x 2" FLAT ALUM '/, " 2" x 4" ALOW 4 -Z BOLTED TO WALL W1 513" PEP DEAD EXP. BOLTS 6" EMBED INTO SOLID CONC FIN RARE 96 TTO BEAT FLOOD LEVEL AF-8'-O" SECTION " A " moffinuffiku MECHAN CAL SECOND FLOOR PLAN 1/411=1'-0fw T1-trrPM0,(T,4 T 8X10 SX6 R1610 DUCT TRANSITION 11VV7-E FLEXIBLE DUCT RETURN 6letLIE PEr[IRIV DUCT SD SIVOKc OFTFC7-0,e Ex#AUST FAN BACK ROW DAMPER A.H.U. Alk) ONDLER UNIT. W.H. WATER NEATER OSUPPff6RILLE DEV61VATION RFTttRN GRILLE OFMNA VON 'F , IK EXHAUST MECHANICAL FIRST FLOOR PLAN 1/411=lf-011 00 00 SUPPLY DUCE W/ R-6 INSULATI POSITIVE / R/A�y DUCE 1 1/2" MIN. CONDENSATE DRAIN w/ 3" TRAP UNION AND C.O TO GREEN AREA. TERMINATE 6" ABOVE FINISH G� INO COMBUSTIBLE - --- - MATERIALS WITHIN RlOM1 ./ =i PROVIDE FLOAT S REFRIGERANT LINES TO OUTSIDE CONDENSING UNIT IN 6" SCH 40 PVC SL-R plu CEILING PARTITION PROVIDE 4" CLEARANCE ALL AROUND AHU (MIN.) FIN PLATFORM TO BE 8'-0" NAVD FLOOD LEVEL AIR HANDLER UNIT INSTALLATION DETAIL nts JST CAP reu plol1 ELT' SHINGLE DUCT FROM BATHROOM EXHAUST FAN OR DRYER PROVIDE 2 1/4" DIA. STEINLESS STEEL CABLES AROUND MECHANICAL EQUIPTMENT, BOTH ENDS ANCHORED TO SLAB CONDENSING CONC. SLAB SEE STRUCTURAL DWGS. FOR SIZE- 0 FASTEN C.U. TO STRUCTURE W/ (4) 2"x 2"x 3/16" STL. ANGLES W/ 3/8"- x 3" SLV. ANCH. TO SLAB & 3/8"- x THRU BOLTS TO C.t%-' SEAL ENTRANCE OF REFR. LINES INTO PVC. PIPE W/ IMPERMEABLE, RESILIENT MATERIAL POWER & CONT. CONNECTIONS HGT TO BE 8'-0" NAVD FLOD LEVEL 6" - SCH. 40 PVC. PIPE. 45 DEG. (MAX.) ELBOW ALLOWED SUCTION LINE W/ 3/4" ARMFLEX INSULATION & VAPOR BARRIER CONDENSING UNIT MOUNTING DETAIL nts AIR CONDITIONING SCHEDULE (RHEll"M UNITS ) AC No TONS SEER CFM CONDENSER MODEL NUMBER AIR HANDLER MODEL NUMBER COOLING CAPACITY REFRIGERANT LINES WEIGHT COOLING TOTAL SENSIBLE LATENT SUCTION LIQUID A.H.0 COND 1 3 16.0 1000 14 AJM36 RHLLHAM 3821 37.6 25.6 10.9 7/8" 3/8" 150 LRS 181 LBS 50 EXHAUST ROOF CAP DETAIL nts HVAC NOTES BATHROOM, KITCHEN HOOD AND CLOTHS DRYER EXHAUST FAN 1.0 GENERAL 1.6 GUARANTEE ALL WORK FR F. OF DEFECTS IN MATERIALS 2.4 PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW 1.1 PROVIDE ( FURNISH AND INSTALL) ALL NECESSARY AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM VOLTAGE HEAT -COOL THERMOSTATS WITH ON -OFF AUTO MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL DATE OF ACCEPTANCE. SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT GA.) SMOOTH DUCT AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS 2.0 MATERIALS — MANUFACTURER. TH(22 HRU ROOF (SEE DETAAILIL ABOVE) SHOWN ON THE DRAWINGS AND HEREIN SPECIFIER 2.5 ALL AIR CONDITIONING COMPRESSORS SHALL BE INSTALL IN ACCORDANCE WITH THE FLORIDA 2.1 DUCTWORK WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL 2.1.1 GENERAL,. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE OF ACCEPTANCE OF THE PROJECT. ORDINANCES. DIMENSIONS. 2.7 AIR DISTRIBUTION PRODUCTS: 1.2 SCOPE OF WORK: 2.1.2 MATERIAL. FIVE POUNDS DENSITY 1 1/2 " THICK GLASSFIBER 2.7. PROVIDE SUPPLY AND RETURN GRILLES AND DIFFUSERS DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE AS INDICATED ON THE DRAWINGS. PROVIDE THE FOLLOWING COMPLETE SYSTEMS: WITH SMACNA'S LOW PRESURE DUCT MANUAL. ALL 2.7.2 PROVIDE EXTRUDED ALL ALUMINIUM AIR DISTRIBUTION A. SUPPLY AND RETURN DUCT SYSTEM. DUCT JOINTS SHALL BE SEALED AND TAPED. PRODUCTS. B. EXHAUST SYSTEM FOR BATHROOMS AND KITCHEN. 2.1.3 PROVIDE ]DOUBLE THICKNESS TURNING VANES AT ALL SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR 2.7.1 PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION INSTALL SINGLE THICKNESS INSTEAD. WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURAL C. AIR CONDITIONING UNITS WITH REFRIGERANT PIPING DRAWINGS. AND CONTROLS. 2.1.4 PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY 2.7.4 PROVIDE OPPOSED BLADE, KEY OPERATED DAMPERS SCROLL TYPE STEEL OUTLET AND AT EACH DUCT BRANCH. BEHIND ALL AIR SUPPLY OUTLETS. 4" DIAM. OUTLET WITH HOUSING WITH WHITE 1.3 PAY FOR ALL FEES, INSPECTIONS AND CONNECTIOiS VINYL BACKDRAFT DAMP R BAKED ENAMEL FINISH CHARGES REQUIRED 2.2 REFRIGERANT PIPING. SEAMLESS COPPER TYPE "L" AND 3.0 INSTALLATION OR AS PER MANUF. SPE HARD OR SOFT DRAWN ON ACR COPPER TUBING WITH 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER 3.1 INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION OR SHALL BE 95/5 APPLIED WITH SUITABLE FLUX.. MANUFACTURER'S MANUAL AND RECONIMENDATIONS a ELECTRICAL JUNCTION BOX INSTALLATION. COORDINATE REQUIREMENTS TO AVOID 2.3 INSULATE ALL REFRIGERANT SUCTION PIPING WITH 3/4'+ PAYING SPECIAL ATTENTION TO REQUIRED CLEARANCES o INTERFERENCE WITH OTHER TRADES. CLOSED CELL POLYETHYLENE PREMOLDED PIPE FOR INSTALLATION, OPERATION AND SERVICE. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEER INSULATION, WITH AN APPROVED PIPE AND SMOKE 3.2 BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR JACKET. PAINT ALL EXPOSED INSULATION WITH TWO CAPACITIES. INDICATED ON DRAWINGS. SUBMIT FINAL �\ INSTALLATION OF EQUIPMENT AND MATERIALS. COATS OF WHITE LATEX FAINT. AND BALANCE REPORT TO ARCHITECT / ENGINEER FOR ACCEPTANCE. �O 8" DIAM. 9 BLADED PROPELLER FAN POLYSTYRENE GRILLE DIRECTLY MOUNTED WHITE COLOR ALIGNED TO 1000 RPM MOTOR AND TIGII`T'ENIZD BY SINGLE CENTER KNOB TYPICAL CEILING EXHAUST FANDETAIL nts (� EXHAUST CEILING FAN, CFM AS NOTED ON PLANS, 1.5 SONES NOISE CRITERIA DIMENSIONS k.H.U. HxWxD COND. HxWxD 1/2" x 21" x 21" 35 3/8" x 31 5/8" x 31 5/8" HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETEC OR X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ROOF/ CEILING ASSEMBLYF OOR X FIRE STOPPING X SMOKE CONTROL X m 0 00 rl- AN A M■�I � W � N A � N O N W W E-� Wen AM��C Q O w z O U