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520 NE 92 St (11)These prints, the components thereon, the Aire -Lite system of fabrication, the special Aire • Lite extrusions as drawn here, are patent Reproduction in whole or pending and copyrighted. neat, drawin part of any design, c ompo• g, extrusion or reference to the Aire•Lite copyrighted name without specific written approval by Aire • Lite Industries, Inc. is forbidden. R = ' f S C N L : 4 "� 1 ° � ) '' la '� - - ,t v � ›t1')1 `ysil � � ° s �� w\ a qh' o \�'„ \ Ni ki ` • t ` ..\‘‘ ,:itl‘ s$ ' ''''‘‘ . 4:4':' ,,....) .%).S1‘3. : :::::)::: ‘1 3 :1 0 00 f 4/ k4,)%°\' ...4 :".-wt `o' ?t_ j- .._PL /1,` L () -, t`l. e, c ,- _.�... 3 tREE N ET 1.CPALJPE F t) 1 : ; .., : , . ?\ i � - ,V (j 1 C 4i.g':) .vE$r i`, ki#i' 7, k... 3 , N c' t 54 "• &)l?',r �.�1.1rn 69. �' n I ...i...r t._ : 1 2 /... ::: ::: ; .1..: ;3 t t FASTENING SCHEDULE 2 TO I AT DEAM 24 !D 5M6 x /4LG 2 10 toRUER COL DO 2 CAAIR RAIL To COL DO 1 SILL TO TO cot. 2*'10 SMS + 3/ 1 TO C A5CIA 1/4'9w05cREw52'ItLG2'Of. 2 STRUT TO I at!o a/4 LC. 4• b-9 AbSE0113LY *ochs 2`04_. CABLE SCHEDULE ENCLOSURE BEAM NO. AT EACH IJEICNT SPAN GORIER 0'•0" TO a' -O" uP TO 22tO" 0 LI E V- 0' TO 8'•O' !VD' - 40%o Two er -0' TO I(}4• vP TO I1*' OtJ 5' • 0 TO 10'•O' I1 0 'ToD T \VO ®ireiritai riterimsmmumumairmm 2 • ___� rTU EWI [4Itits ©M alf11 1111 606 - S,TCAT•yf - - 111ur OM WHIM 6063 -T6 0 •T - ©- MUM 6063•T6 606) T6 50 © 060 60• "i D4C EE 25''d MITI - m WM , 060 �M 2E' -2' 9'6" G063 WMI.oc 0109�� 1111111011 11Ll1511111111w1111111311M E i 6063 - T6 7 - w55 6069 -' 50 LO 30 30 30 So 1.90 040 030 050 •05C .050 .040 .e ©�-� +-e�w�eeee��e II�I�I 17 7. ® ■11311 111 1131- 20 ∎0111I1€TIREINTICI I mS - I6' S '• " 19t -� 3 IS I' l � B 0 IT B" 1♦ 1 �� en ti ron e � N � 22.9 NM IIVIBMri� 20',5 crints�- I ' • sse��sse[e!•��i'•sJt 111101111E1 250 �g7[4%41- 1111171111PlMF4i tl49F:149Fn 06C •O(cC. 060 05C 0.0 4 DEA• •1 w WA All OY MIN t5.1451 a b' t , t NI t t, LD 6 s C' LEA L 5'.'. Ok. JCG; AL I l" 2 . '4' LRi:.2 /2'LG L1.;1 1. { b 214 Ti 1 - P.E I' 20 x •2•' 6 A w00C SCREws W/3'2' PELE- RAT10N @ EACN 24LTE12 ALTERNATE FASCIA DETAIL ,-GCTTER 21, L9 3 I / . zC•2x2>•' /g EEAM lc w06 E 1 2 '/2' t C' oc FASG:A • - O'T ANEL P' -0" AA at U61•2 9 -L EME + lG 11 le sr-t.:, a 21/2" LG. 2"C" O,c, 2 : 6'.Y AA .. 5'.0' N(AI< - 7 "x /2 STRAP 6063 -T6 S co. 2t•1 B LCEC EYE TVG NBO;y.LE 2 SMS i6 IrELDE EYE at �� 111 ALT 25c Loe I -0 J02DAQ NICOPRE55 1-2-6 EEAM 1*bSMs 4 S S.CAELE DEEAKING STQ 1200 2,051• EA.StDt� 7 /Ite 146-Cro 544 El.0i0 EYE SCEEW iN EXPAJDET 012.s1035 aERDAN OuTERITE Aucnoz CABLE DETAIL 1 8 i TYPICAL SECTION 1, Design live load 10 P. S. F. noriz, & vert. up & down 2. Screencloth openings to be 60% or greater. 3. Plastic spline holding screen wire in place shall conform to the following minimum properties: A. Durometer hardness of 70 to 90 B. A decrease in tensile strength of not greater than 20% with no plasticizer exudation when tested in accordance with ASTM designation D412 -51T after 2, 000 hours of accelerated weathering conducted in accordance with ASTM designation E42 -57T 4. Wall. thickness is minimum, metal is aluminum alloy 5. Screen contractor to verdy aluminum used 6. Bolts, nuts, washers, screws & wire shall be cadmium plated steel or stainless steel„ 7. All columns, sills, & jambs shall be anchored as shown. Anchors in concrete shall be Jordan plastic expansion plugs, thunder bolts or lags in lead shields set in holes drilled to proper size & depth by rotary type anchors must be approved by the engineer. 8. In addition to beam bearing columns, clip angles are required on side columns @ 16' 0" 0,C. maximum & on all sides wind braced columns. 2x2 •'zscz2u - r C¢'I -D O SMS Yo KA+x 25 OR 214 ANCHOt 1 b 4 - 'iAA 9. All loads imposed on an existing,atructvre must be transferred to a point whe:e tney are safely borne by such existing structure. 10. 6063 -T6 aluminum alloy beams will bear extruded identification mark stamped one foot from each end of beam. Following are approved marks: BON 6063 T6, M -63 T6, JALEX 6063 'r6 11, Slab & footings by others unless otherwise noted 12. Latches on doors of swimming pool enclosures shall be 5' 5" above threshold & shall be self- latching & self - locking type. 13. Spans are in accordance with "design criteria & test requirements for aluminum screen enclosures" as approved by the Dade County Bldg, & Zoning, July 15, 1963. 14. Aluminum straps are 6063 T6 with Y. S. -30, 000 P. S. 1. attached to beam with Y10SMS @ 2' OC YS -16, 000 P. S. 1. 15. Wood inserts have a fiber stress of 1,200 P. S.1. 16. Steel strap has a fiber stress of 16, 000 P. S.1. 17, Rubber electrical tape or asphalt dip to be used on steel inserts where in contact with aluminum. 16, Minimum length of straps & inserts to be 50% of beam span and placed in center of span. D\VN IDF' err APPROVED DATE / aV/0 6Y 1 • AS( PRODUCT CONTROL SECTION METROPOLITAN DADE COUNTY BUILDING & ZONING DEPT. SCREEN ENCLOSURE STANDARD DETAILS AI RE -LITE INDUSTRIES INC 5050 EAST II TI-1 AVENUE HIALEAH FLORIDA 13Y:CTN,ENG'.NEER PEG38o These prints, the components thereon, the Aire-Lite special Aire -Lite Lite extrusions System of fabrication, the patent pending and copyrighted. here, are p design, compo• as drawn art of any Reproduction in whole or p Aire-Lite p drawing, e:s`- r`�aion � s r ecific jl y citten approval by C, p ua�ile without 9 copY.iga:.. -i t:ic. is forbidd:�:l r,i.,.. ;,it, I:� 1st: i PRO, /'Shv,tfi ECTION i Ft PI N S ft ATLAS /11 'r eor // ,oil i/6.r Al E . 9'2 AP) S Rj 4 (fx.2I3 0- "3.. :3Ti /E 33a CAT 544 N E. 125 STQEEU NCi1N MIAMI FlCQ 0 E. P/?OP eSE RV /CE TO SCi('!/6 SHEET /� of DWG. BY 64o /1I. C. %r2 1. Jaeg DATE /_ ), ;k / A.�.E•��U�l>D/ Pas 11237 /y t i - apAr 0. c sf lIcji o r- 1 4 4 /Co Y eo/vc. 5/ • t, + ' ' 0... • , , , sr*. •-t-4;,:-.s...i. , . , - ....„. 111714 •. ',, t , p I U .1 '!.1. i •,•,, . s. ' e C 1 '. , ..:. • . 1 ' ' • . t t. CA ' • -Eh- Nr■-1:.• ' . .-. i.. . ..:... . v.: c (arc.it % tow,,gc of a.,1 ;)ttilthog •,, A..1,...‘tr,,,,, whether Or t tPecificalty intii,ar-s.ct herein. All reinforced $teel., slruchi. franting, plumbing, electrical vritiog anti roof itashuss Iv sot he sonceateti hsfore inspection. — 1-- ( 0--_ - _ Ulf-- _ .77-....- ''' ..c..'....-.3._:--kX_______FEF.titi ow . 56031,0 spe ,, ,,, ' --.;corti iptitptex-Cit .............. es".1"..----- .................., C re...4. , ..) . 5cl4EE7V ei& ON /WypeNc cy,4- 1m/sow j_ae) AE„ ALE / jog 0 TE SHEET at°./ DRAM Fi? t 7. w 0 fl ALFREDO QUINTERO, P.E. CONSULTING ENGINEERS CIVIL AND STRUCTURAL FLORIDA PE-32662 4865 NW 4 STREET FLORIDA, ,33126-2121 ( USA j PlIONE: 305. 415.7923 DO NOT CUT OR BUILDER OWNER 1111 LEGAL CERTI 'CATE PCOMP IANCE. No AO' ael/7 dawr, /zog oudemci d ems o WO 91 /0, 1 LZ 03es /7 iv/iv " Edward J. Davies ROYAL TRUSS CORPORATION 822-0020/21 95 $.W1, 19 AVE., HIALEAH VA/COONS, FLORIDA MI6 I/ 11 . 5-14 Pr la.t1 ,.. 0 in 0.1 0 r , , -• 0 .1 fl_. 0 0 0-0 1—• o , .•-• 0 ! Li , — , ' , • c.1 tit , o 0 t . P- -, fa. 0 ''' . . . .l fl ) PM) t ; ' , ' ' ) ' (.1 1 /) 0 5- Li `8 • ' - • '! ‘:'( k.d.' cboo ) 0 . , ;2 .4, b 0. ,..,,,. to P •ctnct■-..00,...P 0 ,. ,... a! , CA IV - m el 1 -1 to 1111 '98 1 (.) h .0.8.4- g . G.0 s al1111A g Vi 11 9 1 : (q - i Cig.:e s. K 8 g , 0 0 . 4 0 0 0 0 4 1 R. § - t,-,. 0 o a g 0,. ; p h i P i , IR Q. a; 3 e; • 2 0 . Igqi 4 J;$ ..- 00 1 ATTENTION BUILDER ALL DIMENSIONS OV ERHANG$PIVCH, E IC. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN ALTER TRUSSES claims or back charges will not be honored unless authorized by our office in writin9. FOR ORYWALL CONSTRUCTION WITHOUT STRIPPING, CONTRACTOR TO PRoviot 2 x 4 CONTINUOUS LATERAL wow) ALONG TOP OF 80110M CHORD Al PANEL POINTS, EIUT NOT TO EXCEED 10'....0" O.C 1' ,1 0 0 - B J - TL o 1 f c P. '-t b I. (inf. (I.1 1 1 Y.) • e- C. t••• • 1 '- c , e s i 1, I r 41 1 4 .0 f' ts tt) rt it 1 C (.1, 1 (16 I _ C1 1 :C4. (i t 1 t er f_ f; S. 1r I r- If ; 1 C. •1 1 _ 1 _ _ 1 P _ 0 0 Ik rf) •-■ _ c_c_4!„, - T • 1 1 t _ 1 S -I _1_1 _j l _ _ _ g• • A.. _ I I let 1 I -t - f .. • -* k fet,,• 1-1 t r - _ _ f.; - 1 11- 10,1 ri _1_J f./ - I A; 1 - 1 (-1, Z1 ' • __I a i oto, • C .' 1 1 71. 1 1 (- !i41(6" LI 1 1 / I rij • • - • - , 14 r i .- ,t, I : i 1 ( 4 40 I t 1 1 4 . • t A "4. - • • • 0).%'. I -( I : ' S I % .5 .4 ti ) 1 I C La r_v_tsi • ■ i • • ,"-i, \ .4 11 1 1 • 1:3 1 1 ts 1 1! 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Lel t(r. _ ^ -• • jJL_ft _IL It: \tif vor)kulli c: 1.1 i i vr-f-ivav )111.1'1 L0O1D LE IResidentia l New Construction SUBDIVISION NAME: MIAMI SHORES SECT1ON No.2 PLAT BOOK• iQ_PAGE:.3Z THE HIGHEST CROWN OF ROAD ELEVATION WERE TAKEN FROM A CERTIFIED SURVEY PREPARED BY: MIGUEL ESPINOSA PLS LIC #i 5101 SURVEYOR'S NAME N/A (IF>2 ACRES IMPERVIOUS PLANS SHALL BE STAMP WITH THE DERM/ WATER CONTROL SECTION APPROVAL) DERM /WC- SURFACE STORMWATER PERMIT (COPY ATTACHED) SFWMD - ENVIRONMENTAL RESOURCES PERMIT(coPY ATTACHED) ADDRE=SS 2 LOT 4&5 BLK 58 PROPOSED ELEVATIONS CROWN OF ROAD ELEVATION +9.71' FT. NGVD LOWEST FLOOR ELEVATfON +11.62' F-r. NGw GARAGE /STORAGE FLOOR ELEVATION FT. NGYD +9.40' ADJACENT GRADE ELEVATION +9.68' PT NGw -/--- i 520 NE 92 STREET FT. NGVD FT. NGVP FT. NGVD FT. NGVD FT. NGYD FT. NGVD FT. NGVD FT. NGVD FT. NGYD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD Ft NGVD HAVE THESE SITES OR OTHER PORTIONS OF THESE PROPERTIES BEEN GRANTED A CLOMR OR FINAL LOMR? (CIRCLE ONE) YES LOMR #: ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD ELEVATION. (B.F.E.) ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA, OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW B.F.E. ALTERNATIVELY, SEE A CERTIFICATION BY N/A P.E. ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. 0' - O" = NGVD STRUCTURAL. NOTES All work s'rcll comply with the Sout'r Florida Building Coce, - American Concrete Irsti AC - 3'8 -•83 and all other appllccble codes and regulatiors. All rcrufcct -rers of reirforcirg and structurcl steel, precast (prestressed) corcrete, and prefabr'cated wood t -asses seal submt slop drawings to the Arcntect :or approva' before fcbrlcatlon. D me -dons a -d lengths of fcbr'cated -n is shown or snap drawings ars tre so'e resoc -sia Ity of tre Genera Cont-ccto- arc: cre to be ver acsed an octua Feld donators. H tre case a: -e nio -clog bats, strict adherence to the or casing dagrams snown on the stractaral drawings rnLst be folowed. General Cortractor must rake cry revisiors of corrections, If any, on shop drawings before submitting plans to the Arc'h'itect for final approval. All corcre - e shell develop the following minimum 28 -day compressive strergths LHess otherwise shown on the structural plans: Precast 5000 psi Slab on grade 2500 psi (L.n.o.) All other 3000 psi (u.n.o.) Slump of corcrete shall not exceed 5 inches. Reinforcing steel shalt be clean, deformed bars of new a et s-ee conforming witn A.S.T.M. -A185. All reirforcirg stroll hove the followirg minimum concre - e coverage: Footings 3' Exterior ccr`l'evered slabs Slabs poLred or ground 1/2' Grade beams 3' Beams ord columrs 1 1/2 Suspended structural slabs 3/4 Structural steel shall comply with A.S.T.M, -A -3o. Welding electrodes shall be type E70XX. Structural steel columns shall comply with A.S.T.`^. -A-500 or A.S.T.M.- A -50'. AI steel Col_mrs shc'l be filled with 3000 psi pecrock corcre -e. Strucmurol steel bo1 -s shall corform with A.S.T.M. -A -325. AI sTructurol I-mber shall be of o clearly labeled and cpprovec species with a minimum strength of b ='200 psi. =oo -irgs shall bear or urdisturbed soil. See foundation below for soil notes. All slabs on grade shall be poLred over a .000 ir. visoLeen membrane or clean, well compacted norgon c fill AI compacted so l s'holl ottaIr a mIn m.,m 95 % dersi - a - optlrur moisture as deterrired by - Standard Proctor test unless noted otherwise or Soil Stater Bottom of all corcrete tie beoms shall be dropped over all door and wircow openlrgs with minimum 8" ceoring at eocn end. Provide 2 #5 odd tono! bottom ca - s Ccntlnuous and =3 tes ot'2' o.o. tn-oughou- open rig. REINFORCED MASONRY NOTES: 1 -) ALL REINFORCED MASONRY WORK IS IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ", ASCE 5 -92 (AO 530 -95). 2 -) ALL STRJCTJRA! CONCRETE B_OC< UNITS SHALL CONFORM' TO THE STANDARD SPECIFICATSIONS FOR HOLLOW LOAD STARING CONCRETE MASONRY JNTS, ASTM C -90. 3 -) ALL UN TS SHAW SE BUILT TO PRESERVE THE VERT CAL CONTNJ TY OF THE CELLS TO BE FILLED, AND TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINOUS VERTICAL CELL MEASURING 2 INCHES BY 3 INCHES. 4 -) CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO SE FILLED IN ORDER TO VISJA'_LY INSPECT THE CONTINOJS FLOW OF CONCRETE. 5 -) VERTICAL REINFORCEMENT SHALL BE HELD IN POSITIONS AT `HE BOTTOM AND TOP OF THE CELL TO BE GROUTED. " Nli" J" LENGTH OF E LP SPLICE= 48 BAR D IAMETER. MAXIMUM HEIGHT OF LIFTS TO BE LIMITED TO 4 FEET HIGH. 0 -) AL_ CONCRETE USED FOR GROUTING SHALL- BE PL)' "I X W/ A COMPRESSIVE STRENGTH OF: 3,000 PSI AT 28 DAYS (8" TO 11' LUMP). 7 - MORTAR STRENGTH TO BE T'PE 'M' (2,500 PSI). 8 -) SLACK DOT N WA__ IND GATES BLOCK CELL REINFORCED WITH 1 VERTICAL AND GROUTED WITH 2,000 PSI GROUT. BAR SPACING TO BE 48' MAX mL.J I. PROVIDE 9 GA, _AD DER -TYPE HORIZ. RE N. CJ "01 O.C. (EACH OTHER COURSE). 0 -) S7EC'A NS REQUIRED TOR REINFORCED mASONRY CONSTRUCTION. 10 -) ALL UNDERGROUND MECHANICAL AND ELECTRICAL PIPES TO BE 4" MINII"J" ' 3E_CW GROUND FLOOR SAS. COI"PLANCE WITH CHAPTER 34 FBG (25% RULE) 1. New oddition shcll comply with all the requirements of the =SC 2. Existing residence shall comply with the following: o). Ins -all I"!iami -Dade County approved storm shutters at all existing open rgs. b). Instal ' - #5 to down of each corner and at Intervals of no more - -an 20 ft. nstall per detoll shown on these plans. c). Roof anchorage snag as c necked at al wal s w ^ere tine additlor corrects to tre exIsH'rg build ng. If map- defc era es one cold and -ne archorage is rot H comp!arce with the FBG the roof archorage shop The cnec'<ed or all t -e ex's -lrg roof. M nimum a- c -orage shall be provded to each member bearing on the exterior wall. Architect will provide a statement certifying trot he has cnec'<ed the exist ng arc- orage and w ll provide a descHHption of dry -erred al action To be ta<en. d). Permarent roof brat -g sro be rov'ded a- al goes ends. e). G.F.G.I. outlets shall be installed where required by the FBG. f). Smoke detectors s'ncll be installed where recuired by the FBG SECURITY AND FORGED ENTRY PREVENTION Provide irtrusion crd burglory sec -rity devices os set forth ir the South Florida Builolrg Code. 2. Al locks on ex - er or doors snal ce capable of resisring a orce of 300 a. app'ed n any movecb'e direction ono it accorconce with resistcnce stondares set orward H the South F lorida Building Coce. 3. A single exteror swing doors sha nave o 'pock to be <ey operated from the exteror witn a mirimum of 0000 pass ble key charges or locking ouxiliory single deco bolt with hardened bolt Inserts. 4. The active leaf of pars of exterior swing doors stroll 'rove same locks as rewired for sirgle exter or swing doors. T - nact ve ' eaf snal nave rr FH 'e ao n-o of locks with 5/8" min. throw col - s with insents. 5. Jambs o all exterior offset type 'n swing doors shall be robbetec or of a similar fcbricat'on to prevent defeat ng the p.rpose the str'i <e arc the Integrity of the locks o- d'atc' -es. G. 'Hinges or exterior out- swinging Coors shall hove nor rerrovob'e pins and non - exposed screws. 7. Glass and exterior doors shall comply with the American National Standards ns - hate's Standard 207.1. 8. Vision panels of exterior doors strop comply wi th the American Na -.anal Stardcrd Irsti -u +es S-ancard 9. W'ndows shat be nstal'ed and cons - rutted so -no- no panel can be fted from he tracks when In the locked position and so as to comply with the Architectural Alumlrum Makers ASSOC car Standards for Force Entry Res s - ance, AAMA 13033.1 Provide oaks as pe- SFSC. Exterior windows shall be locked with device capable of withstanding a force of 1 50 Ibs.opplied in on operable director. "O. Exter or window used as a means of escope shat hove s I of no h'gner than 42' A.F.F. 1 1. F-on- rain en -rance doors sna I be provided w't'n o door scope or vs'on panels. DOOR LATCHES: 1. Every c'ose door atcn sna I be such -ha CbI dreg can open the door from inside the c oset. 2. Every ba - hroom door lock shall be designed to permit the operlrg of the lock door from the ou -side, in or emergency. BACKING FOR WALL CABINETS: Provide ririrur 2" X 'Horizontal member festered to rot less - tar two studs for oil wall - hung plumbirg fixtures arc /or wall cabinets. LEGAL DESCRIPTION: _OT 4 E 5, BLOC< 58, MIAMI SHORES SEECTON No. 2 ACCORD NO TO THE PLAT ` HEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF DADE CO,NT`', FLORIDA. NEW 1,050 GAL. SEPTIC TANK W/ 571 5.F. DRAIN FIELD EXIST. CONC. D2YWA 100.00 FIN. FLOOR EXIST. CONC. EXIST. TO - I0L.SE 22.50 PARKWAY 5' CONC. WA! K PROPOSED ADD `ON O �Sl cn CRIC THERE ARE NOT ANY POTABLE WATER L NES LOCATED WITHIN FVE FEET OF THE LOT BOUNDARY (TYPICAL BOTH SIDES) 10 100.00' N.E. 32 nd STREET 11 ASS -1A_T ALLEY SITE R..AN SCALE : 1" = 20' N NOTE : THERE ARE NO PERTINENT FEATLRES ON ADJACENT PROPERTIES AN0/02 ACROSS THE STREET THAT MAY AFFECT THE SEPTIC TANK SYSTEM INSTAL AT!ON INSTALL. 1.Z,'oi SLIGHT T Y LINnTED S=O] BoT OM 0 v G rir`M1N) DIVA` FEI . _ `.. —.. }1', (RIM - ti Al.) Pea tit no. O Z 2 j �{ .S DLte: _ 'Miami-Dade C' c unity ife :Ili. .DEral. uer t SUBDIVISION NAME: THE HIGHEST CROWN BY: MIGUEL FLOOD LEGEND Residential New Construction MIAMI SHORES SECTION No.2 PLAT BOOK: 1QPAGE: 7.12. OF ROAD ELEVATION WERE TAKEN FROM A CERTIFIED SURVEY PREPARED ESPINOSA PLS LIC #' 5101 SURVEYOR'S NAME NSA (IF>2 ACRES IMPERVIOUS PLANS (COPY ATTACHED) ATTACHED) SHALL BE STAMP WITH THE DERM/ WATER CONTROL SECTION APPROVAL) DERM /WC- SURFACE STORMWATER PERMIT SFWMD - ENVIRONMENTAL RESOURCES PERMIT(coPY ADDRESS �� / \ LOT BLK PROPOSED ELEVATIONS CROWN OF ROAD ELEVATION LOWEST FLOOR ELEVATION GARAGE /STORAGE FLOOR ELEVATION ADJACENT GRADE ELEVATION 520 NE 92 STREET 4&5 58 ♦11.6 FT. NGVD . NGVD +9,40 4.9,68' FT. NGVD +9,71' FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT, NGVD FT. NGVD HAVE THESE SITES FINAL LOMR? (CIRCLE OR OTHER ONE) B.F.E. OF AREA (1) FOOT USED A THAT FORCES GRADED NECESARY OVER PORTIONS OF THESE PROPERTIES YES LOMR #: BEEN GRANTED AT OR ABOVE THE OF TWO (2) OPENINGS OPENING FOR EVERY OF THE OPENING DIFFERENT SIDES OR LOUVERS. FLOOD P.E. ON AUTOMATIC EQUALIZATION OF ADJACENT CONSTRUCTED ON A CLOMR OR BASE FLOOD HAVING SQUARE WILL BE NO OF THE RESISTANT THE PLAN OF -SITE WITH ALL ELECTRICAL, MECHANICAL ELEVATION. (B.F.E.) ALL AREAS BELOW A TOTAL NET AREA FOOT OF ENCLOSED HIGHER THAN ONE ENCLOSED AREA. OPENINGS MATERIALS WILL BE ALTERNATIVELY, SEE NOTES INDICATING HYDROSTATIC FLOOD THE SITE WILL BE PROPERTIES, WHERE NO ENCROACHMENT 0' - 0" = SHALL NO LESS SUBJECT BELOW CERTIFICATION THE IN ADJACENT AND PLUMBING WILL BE PLACED BE PROVIDED WITH A MINIMUM THAN ONE SQUARE INCH OF TO FLOODING. THE BOTTOM ABOVE GRADE AND LOCATED ON WILL BE EQUIPPED WITH SCREENS B.F.E. BY N/A DESIGN WILL ALLOWED FOR THE ON EXTERIOR WALLS. A MANNER TO PREVENT THE FLOODING INTERCEPTOR SWALES WILL BE PROPERTIES. NGVD REVi5iON5 9‘r A G-17-02 7.12. 2\ 8 -2 -02 T.R. STRUCTURAL NOTES All work shall comply with the South Florida Building Code, the American Gorcrete Irstitute AC'- 318 --83 and all other applicable cotes cnd regulations. All marufactLrers of reirforcirg and structural steel, precast (prestressed) corcrete, and p -efab - sated wood trusses shall submit shop drawings to the Arcnitect for app -oval be:o -e fobrication. D mersions arc lengths of fabricated un'ts shown on shop droWngs are t' -e sole responsibility o Genera! Gontrccto- and are to be verlfed based on actual Feld condtiors. I^ the case of re norcing oars, strict adherence to the bar piacing dagrams mown on the structural drawings must be followed. General Contractor must make any revisions of corrections, if any, or shop drawings before submitting plans to the Architect for final approval. All corcrete shall develop -he following minimum 28 -day compressive strergths unless otherwise shown on the structural plans: p recast 5000 psi Slab or grade 2,500 psi (u.n.o.) All other 3000 psi (u.n.o.) SILmp oC corcrete shall not exceed 5 inches. Re nforcing steel shall be clean, deformed bars of new bl!et steel conform ng w -h A.S.T.MI. -A185. All reirforcirg shot' have the following minimum concrete coverage: Footirgs 3' Exterior cartiievered slabs Slobs poured on ground 1 1/2" Grade 'beams 3" Beams and columns 1 1 /2" Suspended structural slabs 3/4" Structural steel shall comply with A.S.T.M -A -3G. Welding electrodes shall be type E7OXX. Structural steel columns shall comply with A.S.T." 1. -A-500 or AS.T.M. -A -50 Al steel columns shod be filled with 3000 psi pecrock concrete. Structural steel bolts shoil conform with A.S.T.M. -A -325. All structural lumber shall be of a clearly labeled and approved species with a mirimum strergth of Fb = psi. Footings shall bear on undisturbed soil. See ourda +ion below for soil notes. All slabs on grade shall be poured over a .000 in. visqueen membrane on clean, well composted norgan'c fill All compacted so l shall attain a min mum 95 % density at optimum mo'sture as determired by the Standard Proctor test unless noted otherwise on Soil Sta`ement. Bottom of oil corcrete tie beams shall be dropped over all door and window operings with minimum 8" tearing at scion end. Provide 2 #5 addlt'onol bottom 'oars continuous and #3 ties at 12" o.c. throughout opening. DEINFODGED MASONRY NOTES: 2. Existing residence shall comply with the following: 1 -) ALL REINFORCED MASONRY WORK IS IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ", ASCE 5 -92 (ACT 530 -95). 2 -) ALL STRUCTURAL CONCRETE SOCK UNITS SHALL- CONFORM TO THE 'STANDARD SPECIFICATEIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, ASTM G -90". 3 -) ALL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL CONTINUITY OF THE CELLS TO BE FILLED, AND TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOS VERTICAL CELL MEASURING 2 INCHES BY 3 INCHES. 4 -) GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED IN ORDER TO VISUALLY INSPECT THE CONTINOUS FLOW OF CONCRETE. 5 -) VERTICAL REINFORCEMENT SHALL BE HELD IN POSITIONS AT THE BOTTOM AND TO? OF THE CELL TO BE GROUTED. MINIMUM LENGTH OF TH E : ..AP SPLICE= 48 BAR DIAMETER. MAXIMUM HEIGHT OF LIFTS TO BE LIMITED TO 4 FEET HIGH. G -) ALL CONCRETE USED FOR GROUTING SHALL BE PUMP MX W/ A COMPRESSIVE STRENGTH OF: 3,000 PSI AT 28 DAYS (8" TO 11' SLUMP). 7 -) MORTAR STRENGTH TO BE TYPE 'M' (2,500 PSI). 8 -) BLACK DOT IN WALL INDICATES BLOCK CELL REINFORCED WITH 1 #5 VERTICAL AND GROUTED WITH 2,000 P5I GROUT. BAR SPACING TO BE 48" MAXIMUM. PROVIDE 9 GA. LADDER -TYPE HORIZ. RE-INF. @ 1 . 6" O.G. (EACH OTHER COURSE). 0 -) SPECIAL INSPECTOR REQUIRED FOR REINFORCED MASONRY CONSTRUCTION. 10 -) ALL UNDERGROUND MECHANICAL AND ELECTRICAL PIPES TO BE 4" MINIMUM BELOW GROUND =_OOR SLAB. COMPLIANCE WITH CHAPTER 34 FBG (25% RULE) 1. New addition shall comply with all the requirements of the FBG a). Install Miami -Dade County approved storm shutters at all existing openings. b). Install 1 - #5 -re down at each corner and at intervals of no more Hon 20 fr. Install per detail shown on these plans. c). Roof anchorage shall be checked at all walls where the addition connects to the existing building. If mayor defic are found and t're anchorage is rot in compliance with the ESC the roof anchorage shall be checked for all the existing roof. Minimum anchorage shall be provded to each member bearing on the exterior wall. Architect will provide a statement certifying that he has checked the exsting anchorage and will provide a description of any remedial action to be taken. d). Permanent roof bracing shall be prov'ded at all gable ends. e). G.F.C.I. outlets shall be installed where required by the FBG. f). Smoke detectors shall be installed where required by the FBG SECURIT" AND FORGED ENTR" PREVENTION 1. Provide intrusior and burglary security devices os set orth :r the South Florida Building Gods. 2. Al locks on exter or doors shall be capable of resisting a orce of 300 b. applied n any moveable direction arc ir accordance with resistance standards set forward ir the South Florida Building Code. 3. Al single exter o- sw ng doors s'naI' have a lock to be key operated from the exter'o- wth a miHrrum of 0000 poss!ble key charges or lockirg auxiliary single dead bolt with hardened bolt inserts. 4. he active leaf of pairs of exterior swirg doors s'roll 'rave same locks as required for single exterior swing doors. Tne 'nowt ve eaf shall have multip e po'nts of locks with 5/8" m n. -.Troy bolts with inse 5. Jambs of all exterior offset type in swing doors shall be rabbeted or of a s',milar fabrication to prevent dereotng the purpose of the stake and t're 'ntegrty of tre locks and oto -es. G. Hinges or exterior out- swingirg Coors s'rall have nor - removable Airs and nor- exposed screws. 7. Glass and exterior doors shall con-ply with the American National Standards nstitute's S- andara 227.1. 8. Vision panels at exterior doors shall comply with the Americcr Notional Standard Institutes S-ancard 297.1. 9. WHdows shall be 'nstalled and constructed so that no panel can be I fted from the - racks wren In the locked position cnd so a to comply with the Arc'hitecturol Aluminum Makers Assoc Hon Standards for Fo -ce Entry 2es stance, AAMA 13033.1 Provde oaks as per SFSC. Exterior wiraows shall be 'caked with device capable of withstanding a force of 150 Ibs.applied in on operable direction. 'O. Ex o- window used as a means of escape sha I have s' -Is at no higher than 42" A.F.F. '1. Front main entrance doors snail be provded w't'r a door scope or vs'on panels. DOOR LATCHES; 1. _very close + doo- atcn sha I be such that anl'id -en can open the door from Inside the closet. 2. Every bathroom door lock shall be designed to permit the operirg of the lock door from the outside, in on errergency. BACKING FOR WALL CABINETS: Provide minimum 2" X 4" horizontal member festered to rot less than two studs for all wall -hurg plumbing fixtures ors /or woll cobirets. 7&4.41 f c' 77f/ C4 71-T- c'c r1z/J c -7 olt S /l,ct. cafn/)Zy N/ A /8 /6. / p ,7c - 7 /a( , " uIum � II IIIIIIIIIIIIIII1 PROPOSED ADDITION LEGAL_ DESCRIPTION: _OT 4 E 5, BLOCK 58, MIAMI SHORES SECTION No. 2 ACCORD NG TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECO20S OF DADE COUNTY, FLORIDA. EXIST. GONG. DRYWAY N.E. 32 rd STREET SITE RAN SCALE : 1" = 20' ill ASPHALT N NEW 1,050 GAL. SEPTIC TANK W/ 571 S.F. DRAIN FIELD STRUCTURAL NOTES All work shall comply with the South Florida BLlldirg Code, the American Concrete Institute AO- 318 --83 crd cll other applicable codes cnd regulations. All marufacturers of reinforcirg and structural steel, precast (prestressed) corcrete, and prefabtcated wood trusses shall submit shop drawings to the Architect for approval before fobrication. Dimensions and lengths of fabricated ..nits shown on shop drawings are t' -e sole resporsib''ity of t Genera Co -tractor and ore to be verifed bcsed on actual Feld condltors. In the case of reinforcing bars, strict adherence to the bar placing diagrams shown on the structural drawings must be followed. General Corti-actor must make any revisions of corrections, if any, on shop drawings before submitting plans to the Architect for final approval. All corcrete shall develop the following minimum 28 -day compressive strergths unless otherwise shown on the structural plans: Precast 5000 psi Slab on grade 2,500 psi (u.n.o.) AI other 3000 psi (u.n.o.) SIump of concrete shall not exceed 5 inches. Reinforcing steel sha' be clean, deformed bars of new bi let steel conforming with A.S.T.M. A185. All reinforcirg shall have the following minimum concrete coverage: Footings 3" Exterior cantilevered slabs 1" Slobs poured on ground 1 1/2 Grade beams 3" Beams and columns 1 1 /2" Suspended structural slabs 3/4" Structural steel shall comply with A.S.T.M. -A -3G. Welding electrodes shall be type E70XX. Structural steel columns shall comply with A.S.T.M. -A-500 or A.S.T." I.- A -50'. Al steel columns shall be filled with 3000 psi pecrock corcrete. Structural steel bolts shod conform with A.S.T.M. -A -325. Al structural lumber shall be of a clearly labeled crd approved species with a minimum strergth of Fb =1200 psi. Footings shall bear on undisturbed soil. See foundation below for soil notes. All slabs on grade shall be poured over a .006 in. visgLeen membrane on clecn, well compccted norganlc fill Al compacted so : l shall attar a minimum 95 % dersity at optimum moisture as determined by the Stcndard Proctor test urless noted otherwise on Soil Statement. Bottom of all concrete tie beams shall be dropped over all door and window openirgs with minimum. 8" bearing at each end. Provide 2 #5 oddltonal bottom bars continuous and #3 ties of 12" o.c. throughout opening. REINFORCED MASONRY NOTES: 1 -) ALL REINFORCED MASONRY WORK IS IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ", ASCE 5 -92 (AGI 530 -95). 2 -) ALL STRUCTURAL CONCRETE BLOCK UNITS SHAW CONFORM TO THE "STANDARD SPECIFICAT510NS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, ASTM G - 3 -) ALL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL CONTINUITY OF THE CELLS TO BE FILLED, AND TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINOUS VERTICAL CELL MEASURING 2 INCHES BY 3 INCHES. 4 -) CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED IN ORDER TO VISUALLY INSPECT THE GONTINOUS FLOW OF CONCRETE. 5 -) VERTICAL REINFORCEMENT SHALL BE HELD IN POSITIONS AT THE BOTTOM AND TOP CF THE CELL TO BE GROUTED. MINIMUM LENGTH OF TH E LAP SPLICE= 48 BAR DIAMETER. MAXIMUM HEIGHT OF LIFTS TO BE LIMITED TO 4 FEET HIGH. G -) ALL CONCRETE USED FOR GROUTING SHALL BE PUMP MX W/ A COMPRESSIVE STRENGTH OF: 3,000 P51 AT 28 DAYS (8" TO 11" SLUMP). 7 -) MORTAR STRENGTH TO BE TYPE 'M' (2,500 P51). 8 -) BLACK DOT IN WALL INDICATES BLOCK GEL-1- REINFORCED WITH 1 #5 VERTICAL AND GROUTED WITH 2,000 P5I GROUT. BAR SPACING TO BE 46 MAXIMUM. PROVIDE 9 GA. LADDER -TYPE HORIZ. REINF. 10" 0.C. (EACH OTHER COLRSE). 9 -) SPECIAL INSPECTOR REQUIRED FOR REINFORCED MASONRY CONSTRUCTION. 10 -) ALL UNDERGROUND MECHANICAL AND ELECTRICAL PIPES TO BE 4" MINIMUM BELOW GROUND FLOOR SLAB. SECURITY AND FORCED ENTRY PREVENTION 1. Provide irtrusior and bLrglary security devices as set orth in the South Florida BLildirg Code. 2. Ai locks on exter or doors shah ae capable of resisting a force of 300 0. applied n any moveable direction and it cccordonce with resistance stcndards set forward it the South Florida Building Code. 3. AI sing exter swing doors s'nak have a lock to be key operated from the extero- w'th a minimum of 0000 possible key charges or lockirg aLxil'ory single decd bolt with hardered bolt inserts. 4. The active lecf of pairs of exterior swing doors shall have same locks as required for single exterior swing doors. The nactve leaf snag' nave multip po nts of locks with 5/8" Mn. throw bolts with Insets. 5. Jcmbs of all exterior offset type In swing doors shall be rabbeted or of a similar fabrication to prevent defeatng the p.rpose of the str'ke and the Integrity of tre is and atc ^es. O. Hinges on exterior out - swinging doors shall have non - removable pirs and non- exposed screws. 7. Glass and exterior doors shall comply with the American National Standards Institute's Standard 297.1, 8. Vision panels at exterior doors shall comply with the American National Stardcrd Institutes Standard 297.1. 9. W'ndows shall be ,nstaled and constructed so that no panel can be Ifted from the tracks when H the locked position and so os to comply with the Architectural Aluminum Makers Assoc ation Standards for Force Entry Resstance, AAMA 13033.1 Provide locks as per SF3G. Exterior windows shall be lockea with device capable of withstanding a force of 150 Ibs.opplied in an operable direction. "O. Exterior window Used as a means of escape sha I have skis at no higher than 42' A.F.F. '1. From- main entrance doors s'na'I be prov'ded wtn a door scope or vson pane's. DOOR LATCHES: 1. _very c oset door latch shall be such that children can open the door from inside the closet. 2. Every bathroom door lock shall be designed to permit the operirg of the lock door from the outside, 'n an emergency. BACKING FOR WALL CABINETS: Provide minimum 2' X 4" horizontal member festered to rot less than two studs for all wall -hLrg plumbing fixtures crd /or wolf cabirets. 22.50' PARKWA`! 5' GONG. WALK PROPOSED ADDITION LEGAL DESCRIPTION: _OT 4 E 5, BLOCK 58, MAMI SHORES SECTION No. 2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, ,AT PAGE 37, OF THE PUBLIC RECORDS OF DAD= COUNTY, FLORIDA. " 100.00 F N. FLOOR + 11.47 EXIST. GONG. GRGKET� r ry 0 O EXIST. CONC. D BYWAY 100.00' +9.7 N.E. 32 rd STREET i11 — 28 n -. O l9 ti 1T ASPHALT ALLEY SITE RAN SCALE : 1" = 20' N ss A r NEW 1,050 GAL. SEPTIC TANK W/ 571 S.F. DRAIN FIELD DRAWN AL. CHECKED T.R. DATE 5 -04 -02 5 SCALE AS SHOWN JOg No. SEE` A - 1 SHEETS SUBDIVISION NAME: THE HIGHEST CROWN BY: JUUO FLOOD LEGEND Residential New Construction CENTRAL MIAMI PLAT BOOK:AA/PAGE: PREPARED OF ROAD ELEVATION WERE TAKEN FROM A CERTIFIED SURVEY S. PITA PLS LIC #• 5785 SURVEYOR'S NAME N/A (IF>2 ACRES IMPERVIOUS PLANS (COPY ATTACHED) ATTACHED) SHALL BE STAMP WITH THE DERM/ WATER CONTROL SECTION APPROVAL) DERM /WC- SURFACE STORMWATER PERMIT SFWMD - ENVIRONMENTAL RESOURCES PERMIT(coPY ADDRESS LOT BLK PROPOSED ELEVATIONS CROWN OF ROAD ELEVATION LOWEST FLOOR ELEVATION GARAGE /STORAGE FLOOR ELEVATION ADJACENT GRADE ELEVATION 387po STREEET 4 35 +11.47' FT. N GVD N /A Fr. NGVD +9 FT. NGVD +9 fT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD FT. NGVD HAVE THESE SITES FINAL LOMR? (CIRCLE OR OTHER ONE) B,F.E. OF AREA (1) FOOT USED A CERTIFICATION THAT FORCES NECESARY OVER PORTIONS OF THESE PROPERTIES YES LOMR #: N® BEEN GRANTED AT OR ABOVE THE OF TWO (2) OPENINGS OPENING FOR EVERY OF THE OPENING DIFFERENT SIDES OR LOUVERS. FLOOD P.E. ON AUTOMATIC EQUALIZATION OF ADJACENT CONSTRUCTED ON A CLOMR OR BASE FLOOD HAVING SQUARE WILL BE NO OF THE RESISTANT THE PLAN OF -SITE WITH ALL ELECTRICAL, MECHANICAL ELEVATION. (B.F.E.) ALL AREAS BELOW A TOTAL NET AREA FOOT OF ENCLOSED HIGHER THAN ONE ENCLOSED AREA. OPENINGS MATERIALS WILL BE ALTERNATIVELY, SEE NOTES INDICATING HYDROSTATIC FLOOD THE SITE WILL BE GRADED PROPERTIES, WHERE NO ENCROACHMENT 0' -0 "= SHALL NO LESS SUBJECT WILL BELOW THE IN ADJACENT AND PLUMBING WILL BE PLACED BE PROVIDED WITH A MINIMUM THAN ONE SQUARE INCH OF TO FLOODING. THE BOTTOM ABOVE GRADE AND LOCATED ON BE EQUIPPED WITH SCREENS B.F.E. BY N/A DESIGN WILL ALLOWED FOR THE ON EXTERIOR WALLS. A MANNER TO PREVENT THE FLOODING INTERCEPTOR SWALES WILL BE PROPERTIES. NGVD STRUCTURAL NOTES All work shall comply with the South Florida BLlldirg Code, the American Concrete Institute AO- 318 --83 crd cll other applicable codes cnd regulations. All marufacturers of reinforcirg and structural steel, precast (prestressed) corcrete, and prefabtcated wood trusses shall submit shop drawings to the Architect for approval before fobrication. Dimensions and lengths of fabricated ..nits shown on shop drawings are t' -e sole resporsib''ity of t Genera Co -tractor and ore to be verifed bcsed on actual Feld condltors. In the case of reinforcing bars, strict adherence to the bar placing diagrams shown on the structural drawings must be followed. General Corti-actor must make any revisions of corrections, if any, on shop drawings before submitting plans to the Architect for final approval. All corcrete shall develop the following minimum 28 -day compressive strergths unless otherwise shown on the structural plans: Precast 5000 psi Slab on grade 2,500 psi (u.n.o.) AI other 3000 psi (u.n.o.) SIump of concrete shall not exceed 5 inches. Reinforcing steel sha' be clean, deformed bars of new bi let steel conforming with A.S.T.M. A185. All reinforcirg shall have the following minimum concrete coverage: Footings 3" Exterior cantilevered slabs 1" Slobs poured on ground 1 1/2 Grade beams 3" Beams and columns 1 1 /2" Suspended structural slabs 3/4" Structural steel shall comply with A.S.T.M. -A -3G. Welding electrodes shall be type E70XX. Structural steel columns shall comply with A.S.T.M. -A-500 or A.S.T." I.- A -50'. Al steel columns shall be filled with 3000 psi pecrock corcrete. Structural steel bolts shod conform with A.S.T.M. -A -325. Al structural lumber shall be of a clearly labeled crd approved species with a minimum strergth of Fb =1200 psi. Footings shall bear on undisturbed soil. See foundation below for soil notes. All slabs on grade shall be poured over a .006 in. visgLeen membrane on clecn, well compccted norganlc fill Al compacted so : l shall attar a minimum 95 % dersity at optimum moisture as determined by the Stcndard Proctor test urless noted otherwise on Soil Statement. Bottom of all concrete tie beams shall be dropped over all door and window openirgs with minimum. 8" bearing at each end. Provide 2 #5 oddltonal bottom bars continuous and #3 ties of 12" o.c. throughout opening. REINFORCED MASONRY NOTES: 1 -) ALL REINFORCED MASONRY WORK IS IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ", ASCE 5 -92 (AGI 530 -95). 2 -) ALL STRUCTURAL CONCRETE BLOCK UNITS SHAW CONFORM TO THE "STANDARD SPECIFICAT510NS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, ASTM G - 3 -) ALL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL CONTINUITY OF THE CELLS TO BE FILLED, AND TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINOUS VERTICAL CELL MEASURING 2 INCHES BY 3 INCHES. 4 -) CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED IN ORDER TO VISUALLY INSPECT THE GONTINOUS FLOW OF CONCRETE. 5 -) VERTICAL REINFORCEMENT SHALL BE HELD IN POSITIONS AT THE BOTTOM AND TOP CF THE CELL TO BE GROUTED. MINIMUM LENGTH OF TH E LAP SPLICE= 48 BAR DIAMETER. MAXIMUM HEIGHT OF LIFTS TO BE LIMITED TO 4 FEET HIGH. G -) ALL CONCRETE USED FOR GROUTING SHALL BE PUMP MX W/ A COMPRESSIVE STRENGTH OF: 3,000 P51 AT 28 DAYS (8" TO 11" SLUMP). 7 -) MORTAR STRENGTH TO BE TYPE 'M' (2,500 P51). 8 -) BLACK DOT IN WALL INDICATES BLOCK GEL-1- REINFORCED WITH 1 #5 VERTICAL AND GROUTED WITH 2,000 P5I GROUT. BAR SPACING TO BE 46 MAXIMUM. PROVIDE 9 GA. LADDER -TYPE HORIZ. REINF. 10" 0.C. (EACH OTHER COLRSE). 9 -) SPECIAL INSPECTOR REQUIRED FOR REINFORCED MASONRY CONSTRUCTION. 10 -) ALL UNDERGROUND MECHANICAL AND ELECTRICAL PIPES TO BE 4" MINIMUM BELOW GROUND FLOOR SLAB. SECURITY AND FORCED ENTRY PREVENTION 1. Provide irtrusior and bLrglary security devices as set orth in the South Florida BLildirg Code. 2. Ai locks on exter or doors shah ae capable of resisting a force of 300 0. applied n any moveable direction and it cccordonce with resistance stcndards set forward it the South Florida Building Code. 3. AI sing exter swing doors s'nak have a lock to be key operated from the extero- w'th a minimum of 0000 possible key charges or lockirg aLxil'ory single decd bolt with hardered bolt inserts. 4. The active lecf of pairs of exterior swing doors shall have same locks as required for single exterior swing doors. The nactve leaf snag' nave multip po nts of locks with 5/8" Mn. throw bolts with Insets. 5. Jcmbs of all exterior offset type In swing doors shall be rabbeted or of a similar fabrication to prevent defeatng the p.rpose of the str'ke and the Integrity of tre is and atc ^es. O. Hinges on exterior out - swinging doors shall have non - removable pirs and non- exposed screws. 7. Glass and exterior doors shall comply with the American National Standards Institute's Standard 297.1, 8. Vision panels at exterior doors shall comply with the American National Stardcrd Institutes Standard 297.1. 9. W'ndows shall be ,nstaled and constructed so that no panel can be Ifted from the tracks when H the locked position and so os to comply with the Architectural Aluminum Makers Assoc ation Standards for Force Entry Resstance, AAMA 13033.1 Provide locks as per SF3G. Exterior windows shall be lockea with device capable of withstanding a force of 150 Ibs.opplied in an operable direction. "O. Exterior window Used as a means of escape sha I have skis at no higher than 42' A.F.F. '1. From- main entrance doors s'na'I be prov'ded wtn a door scope or vson pane's. DOOR LATCHES: 1. _very c oset door latch shall be such that children can open the door from inside the closet. 2. Every bathroom door lock shall be designed to permit the operirg of the lock door from the outside, 'n an emergency. BACKING FOR WALL CABINETS: Provide minimum 2' X 4" horizontal member festered to rot less than two studs for all wall -hLrg plumbing fixtures crd /or wolf cabirets. 22.50' PARKWA`! 5' GONG. WALK PROPOSED ADDITION LEGAL DESCRIPTION: _OT 4 E 5, BLOCK 58, MAMI SHORES SECTION No. 2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, ,AT PAGE 37, OF THE PUBLIC RECORDS OF DAD= COUNTY, FLORIDA. " 100.00 F N. FLOOR + 11.47 EXIST. GONG. GRGKET� r ry 0 O EXIST. CONC. D BYWAY 100.00' +9.7 N.E. 32 rd STREET i11 — 28 n -. O l9 ti 1T ASPHALT ALLEY SITE RAN SCALE : 1" = 20' N ss A r NEW 1,050 GAL. SEPTIC TANK W/ 571 S.F. DRAIN FIELD DRAWN AL. CHECKED T.R. DATE 5 -04 -02 5 SCALE AS SHOWN JOg No. SEE` A - 1 SHEETS REViSIpNS DOOR SCHEDULE A G-17-02 MARK MARK WITH I"ATERIAL TYPE REYAR<S 0 24' WOOD POCKET #5 @ a BOTT EA. WAY 30" WOOD SWING 46" WOOD BI -FO_D O 3(3 WOOD -� �■ 5 30" WOOD - - SWING ^'1TAL CLAD W/ A.TO.CLOSE REViSIpNS FOOTING SCHEDULE A G-17-02 MARK SZE REI NF. REMARKS WF -24 12" x 24 3 - #5 BOTT #4 TRANSVERSE @ 4a F -32 32' x 32 x '4 #5 @ a BOTT EA. WAY REViSIpNS GO! UMN SCHED�_E: A G-17-02 MARK SIZE 5,N REMARKS A 8' x 12' ' 4 - # 5 ) #3 TEES � 12 j STARTER CO_. SECURE TO EXIST. GBS W # 5 517 LONG E"IBEDDED G" INTO . JOIST. CONE. W/ EPDXY AT 30' O.G. MAX. REViSIpNS A G-17-02 7.1. i2\ 8 -2 -02 T.R. CATEGORY II SAFETY GLASS 9 OPENABLE LID FOR JACUZZI MOTOR ACCESS kn SH -33 21'-4' 1 17-6' MASTER BEDROOM 10-1" n 4' a-4" CLOSET 111111111111111111 111111 I 1 anagnaNMEMBEIN I I 10-6' CATEGORY II SAFETY GLASS 21-4' SECOND FLOOR PLAN SCALE 1/4" -1' -O" MEGA SHE INTERIOR ELEVATION AO SCALE : 1/4" -1' -0" OPEN CI TE DOWN (TYP.) MAX. 46 5 TE DOWN (TYP.) MAX. AT 48' SEE COLU"IN AND FTNG. DETAIL SHEET. A-4 C A/C 9 ..: F -32 10-6 ' - #5 1 1-O' FAMILY ROOM 20-3" -24 \A/F-24 BUI_T -IN ENTERTANMENT CENTER DINING ROOM EX 5T. WF -24 EXIST. GARAGE SEE STARS DETAILS SHEET A-5 VAULT THIS AREA ABOVE 42" HIGH RA-NG cn 3' -O" L A/ 0\/ AND GUT TO FLOOR LEVEL T F -32 EX 57. WF -24 CLOSE EXIST. WINDOW \V/ 6 B-OGK F -32 SOFF'T ABOVE EXIST. BEDROOM GUT EX ST. CBS WALL AND CONSTRUCT 6" x 1 2 COLUMN \V/ 14" x 32 x 32' GONG. FTNG. W/ 45 5 @ 6 BOTT. EA WAY (YP.) EXIST. BATH REMOVE EXST. WINDOW INSTALL 6 BLOCK AS SHOWN 0 0 0 0 38 \ NEW KITCHEN COUNTER F -32 REMOVE DOOR AND INSTALL & BLOCK AS SHOWN EXIST. KITCHEN • • 0 N 0 ri REMOVE EXST. WALL o / 2 \ 00 C L_ • _XIST. 8" GONG. B'_K. WALL. NEW 8' CBS WA_L EXIST. PARTITION NEW 4 PARTITION W/ 2 x 4 WOOD STUDS @ 10 O.G. AND ONE LAYER 1/2 C. — 7 DR`rWAL_ EACH SIDE SOIL STATEMENT Visual inspection of *e existirg sod reveals fight sard and limerock with an allowable design capacity of 2,000 PSF. Contractor shall ccn -oc-r Architect after ground has beer broker fora soils inspection prior to the preparation of footings. Architect sha',I submit to the Builaing Department a leer attesting that the site has been observed and that the condi -ions encountered ore similar - o those upon which the design is based. EXIST. LIVING ROOM EXST. DEN GROUND FLOOR PJ\N SCALE 1/4" = r -o R -19 BAIT NSUL. GLUED TO LID TRUSS BOTTOM CHORD FOAM WEATHER STRIP EXIST. BEDROOM ADD 1 - #5 AT ALL CORNERS OF E KSTING HOUSE AND AT MAX. 20' APART AS SHOWN (SEE DETAIL CI —At Are 2-O" EXIST. BEDROOM 22' x 36" ATTIG SCUTTLE 19/32" PLYWOOD ATTACHED — O GWB 1" x 2" PT' CONT. @ PER METER 7/8 MTL. H -HATS Co 10 O.C. 5/8' TYPE - X OWE (2 LAYERS) ATTIC ACCESS DETAIL_ SCALE : 3/4" = I _ 0 • • CATEGORY II SAFETY GLASS 10'x' SH -33 10' -T 811111111 11111111I1111I1111IElf 3 -11" DN I K 11(111 111(11111111111 11111111111111111 :1(1(111 11111 MASTER BEDROOM CATEGORY II SAFETY GLASS 21'-4' st 4' Off. CLOSET F - 7 was was' ATTIC ACCESS SEE DETAIL ,11Ii1111111111111111111111 11I1111I1111W111111111111111111111 If OPENABLE LID FOR JACUZZI MOTOR ACCESS a ;2 -4' SECOND FLOOR PLAN SCALE 1 /A" -1' -0' INTERIOR ELEVAT SCALE : 1/4" =1'--0" MCA SHELV_S ON OPEN 0 0 $5 TE DOWN (TfP.) "IAX. 48' a~5 TIE DOWN ( I"'AX. AT 48' 0 m SEE' COLUMN AND FTNG. DETAIL SHEET. A-4 0 n A/C (V 1 1- 1- x.; 0 F -32 10-8" 1 -45 20 -& i i III11i1I1111 1I11IM O 1. 1 111 11 (2LSH -24 WF -24 SUILT -IN ENTERTAIN" !EN' CENTER —� FAMILY ROOM FIN ='L +11.47 U SEE STAIRS DETAILS SHEET A-5 5 T DINING ROOM VAULT THIS AREA ABOVE EXIST. WF -24 42" HIGH RAILING EXIST. GARAGE lV lI) 0 4' 3 -G' L ®I I J 14- F -32 EXST. WF -24 CLOSE E-XIST. WINDOW \V/ 8" BLOCK ( 3--- F - 32 �- SOFFIT ABOVE F -32 EXIST. BEDROOM CUT EXIST. CBS WALL AND CONSTRUCT 8" x "2° Co'_UP'\ W/ 14" x 32 x 32" GONG. FTNG. W/ 45s @6 "BOTT. EA WAY (TYP.) EXIST. BATH. W/H UNDER A/C UNIT RE" IOVE EXIST. WINDOW AND GUT TO FLOOR LEVEL INSTALL 8" 3 OCK AS SHOWN 0 0 O O 38" NEW KITCHEN COUNTER F -32 REMOVE DOOR AND INSTALL 8" BLOCK AS SHOWN EXIST, KITCHEN O n \ REMOVE EXST. WALL 00 0 SCALE 1/4" =1-0" 111II11111111111111 III II1 LEGEND EXIST. (53" GONG. BLK. WALL NEW 8' GBS WA`_ :EXIST. PARTITION NEW 4' PARTITION W/ 2 x 4- WOOD STUDS @ 10' O.G. AND ONE LAYER 1/2 GYPSUM DRYWALL EACH SIDE SOIL STATEMENT Visual inspection of *e existing soil reveals light sard and limerock with on allowable design copoci+y of 2,000 PSF. Contractor shall contact Architect after ground has been broken for a soils inspection prior to the preparation of footings. Architect shod submit to the Building Department a letter attesting that the site has been observed and that the condHons encountered are similar to those upon which the design is based. EXIST. LIVING ROOM / ; EXIST. FN. FLOOR �T + 147 EXIST. DEN GROUND FLOOR P_AN R13 BAT` NS OWED TO ' —'D TRUSS SOTTO 'I CHORD FOAM WEATHER STR;P 1 EX ST. BEDROOM 2-O" EXIST. BEDROOM 22 x 3o' A SCU LE — 13/32" PLYWOOD ATTACHED TO GWB 1' x 2" PT CONT. w PER METER 7/a MITL. H ---ATS 10' C..). G. 5/8' TYPE - X GWB (2 LAYERS) ATTIC ACCESS DETAIL SCALE : 3/4H =1 DRAWN A.L.. CHECKED T.R. DAT_ 5 -04 -02 SCALE AS SHOWN JOB No. OF 5 SHEET A -2 SHEETS DOOR SCHEDULE MARK MARK WITH (MATERIAL TYPE REImARKS 0 24" WOOD POCKET #5@ ° BOTT EA. WAY (2 30" WOOD FLUSH 0 48 WOOD BI -FOLD 3rd" WOOD --, B' -FOLD �� - --- 50 N/ 30" METAL ,/ `;fir= FCS+ -D 1 HR FIRE RATED W/ AUTO. CLOSER CATEGORY II SAFETY GLASS 10'x' SH -33 10' -T 811111111 11111111I1111I1111IElf 3 -11" DN I K 11(111 111(11111111111 11111111111111111 :1(1(111 11111 MASTER BEDROOM CATEGORY II SAFETY GLASS 21'-4' st 4' Off. CLOSET F - 7 was was' ATTIC ACCESS SEE DETAIL ,11Ii1111111111111111111111 11I1111I1111W111111111111111111111 If OPENABLE LID FOR JACUZZI MOTOR ACCESS a ;2 -4' SECOND FLOOR PLAN SCALE 1 /A" -1' -0' INTERIOR ELEVAT SCALE : 1/4" =1'--0" MCA SHELV_S ON OPEN 0 0 $5 TE DOWN (TfP.) "IAX. 48' a~5 TIE DOWN ( I"'AX. AT 48' 0 m SEE' COLUMN AND FTNG. DETAIL SHEET. A-4 0 n A/C (V 1 1- 1- x.; 0 F -32 10-8" 1 -45 20 -& i i III11i1I1111 1I11IM O 1. 1 111 11 (2LSH -24 WF -24 SUILT -IN ENTERTAIN" !EN' CENTER —� FAMILY ROOM FIN ='L +11.47 U SEE STAIRS DETAILS SHEET A-5 5 T DINING ROOM VAULT THIS AREA ABOVE EXIST. WF -24 42" HIGH RAILING EXIST. GARAGE lV lI) 0 4' 3 -G' L ®I I J 14- F -32 EXST. WF -24 CLOSE E-XIST. WINDOW \V/ 8" BLOCK ( 3--- F - 32 �- SOFFIT ABOVE F -32 EXIST. BEDROOM CUT EXIST. CBS WALL AND CONSTRUCT 8" x "2° Co'_UP'\ W/ 14" x 32 x 32" GONG. FTNG. W/ 45s @6 "BOTT. EA WAY (TYP.) EXIST. BATH. W/H UNDER A/C UNIT RE" IOVE EXIST. WINDOW AND GUT TO FLOOR LEVEL INSTALL 8" 3 OCK AS SHOWN 0 0 O O 38" NEW KITCHEN COUNTER F -32 REMOVE DOOR AND INSTALL 8" BLOCK AS SHOWN EXIST, KITCHEN O n \ REMOVE EXST. WALL 00 0 SCALE 1/4" =1-0" 111II11111111111111 III II1 LEGEND EXIST. (53" GONG. BLK. WALL NEW 8' GBS WA`_ :EXIST. PARTITION NEW 4' PARTITION W/ 2 x 4- WOOD STUDS @ 10' O.G. AND ONE LAYER 1/2 GYPSUM DRYWALL EACH SIDE SOIL STATEMENT Visual inspection of *e existing soil reveals light sard and limerock with on allowable design copoci+y of 2,000 PSF. Contractor shall contact Architect after ground has been broken for a soils inspection prior to the preparation of footings. Architect shod submit to the Building Department a letter attesting that the site has been observed and that the condHons encountered are similar to those upon which the design is based. EXIST. LIVING ROOM / ; EXIST. FN. FLOOR �T + 147 EXIST. DEN GROUND FLOOR P_AN R13 BAT` NS OWED TO ' —'D TRUSS SOTTO 'I CHORD FOAM WEATHER STR;P 1 EX ST. BEDROOM 2-O" EXIST. BEDROOM 22 x 3o' A SCU LE — 13/32" PLYWOOD ATTACHED TO GWB 1' x 2" PT CONT. w PER METER 7/a MITL. H ---ATS 10' C..). G. 5/8' TYPE - X GWB (2 LAYERS) ATTIC ACCESS DETAIL SCALE : 3/4H =1 DRAWN A.L.. CHECKED T.R. DAT_ 5 -04 -02 SCALE AS SHOWN JOB No. OF 5 SHEET A -2 SHEETS FOOTING SCHEDULE MARK SIZE R_INF:. REMARKS WF -24 12" x 24 3 - 5 BOTT #4 TRANSVERSE @ 48" F -32 32 "x32 "x14" #5@ ° BOTT EA. WAY CATEGORY II SAFETY GLASS 10'x' SH -33 10' -T 811111111 11111111I1111I1111IElf 3 -11" DN I K 11(111 111(11111111111 11111111111111111 :1(1(111 11111 MASTER BEDROOM CATEGORY II SAFETY GLASS 21'-4' st 4' Off. CLOSET F - 7 was was' ATTIC ACCESS SEE DETAIL ,11Ii1111111111111111111111 11I1111I1111W111111111111111111111 If OPENABLE LID FOR JACUZZI MOTOR ACCESS a ;2 -4' SECOND FLOOR PLAN SCALE 1 /A" -1' -0' INTERIOR ELEVAT SCALE : 1/4" =1'--0" MCA SHELV_S ON OPEN 0 0 $5 TE DOWN (TfP.) "IAX. 48' a~5 TIE DOWN ( I"'AX. AT 48' 0 m SEE' COLUMN AND FTNG. DETAIL SHEET. A-4 0 n A/C (V 1 1- 1- x.; 0 F -32 10-8" 1 -45 20 -& i i III11i1I1111 1I11IM O 1. 1 111 11 (2LSH -24 WF -24 SUILT -IN ENTERTAIN" !EN' CENTER —� FAMILY ROOM FIN ='L +11.47 U SEE STAIRS DETAILS SHEET A-5 5 T DINING ROOM VAULT THIS AREA ABOVE EXIST. WF -24 42" HIGH RAILING EXIST. GARAGE lV lI) 0 4' 3 -G' L ®I I J 14- F -32 EXST. WF -24 CLOSE E-XIST. WINDOW \V/ 8" BLOCK ( 3--- F - 32 �- SOFFIT ABOVE F -32 EXIST. BEDROOM CUT EXIST. CBS WALL AND CONSTRUCT 8" x "2° Co'_UP'\ W/ 14" x 32 x 32" GONG. FTNG. W/ 45s @6 "BOTT. EA WAY (TYP.) EXIST. BATH. W/H UNDER A/C UNIT RE" IOVE EXIST. WINDOW AND GUT TO FLOOR LEVEL INSTALL 8" 3 OCK AS SHOWN 0 0 O O 38" NEW KITCHEN COUNTER F -32 REMOVE DOOR AND INSTALL 8" BLOCK AS SHOWN EXIST, KITCHEN O n \ REMOVE EXST. WALL 00 0 SCALE 1/4" =1-0" 111II11111111111111 III II1 LEGEND EXIST. (53" GONG. BLK. WALL NEW 8' GBS WA`_ :EXIST. PARTITION NEW 4' PARTITION W/ 2 x 4- WOOD STUDS @ 10' O.G. AND ONE LAYER 1/2 GYPSUM DRYWALL EACH SIDE SOIL STATEMENT Visual inspection of *e existing soil reveals light sard and limerock with on allowable design copoci+y of 2,000 PSF. Contractor shall contact Architect after ground has been broken for a soils inspection prior to the preparation of footings. Architect shod submit to the Building Department a letter attesting that the site has been observed and that the condHons encountered are similar to those upon which the design is based. EXIST. LIVING ROOM / ; EXIST. FN. FLOOR �T + 147 EXIST. DEN GROUND FLOOR P_AN R13 BAT` NS OWED TO ' —'D TRUSS SOTTO 'I CHORD FOAM WEATHER STR;P 1 EX ST. BEDROOM 2-O" EXIST. BEDROOM 22 x 3o' A SCU LE — 13/32" PLYWOOD ATTACHED TO GWB 1' x 2" PT CONT. w PER METER 7/a MITL. H ---ATS 10' C..). G. 5/8' TYPE - X GWB (2 LAYERS) ATTIC ACCESS DETAIL SCALE : 3/4H =1 DRAWN A.L.. CHECKED T.R. DAT_ 5 -04 -02 SCALE AS SHOWN JOB No. OF 5 SHEET A -2 SHEETS COLU SCHEDULE: MARK SIZE _ `Q- RE-MARKS A 8" x 12 4 - # 5 i #3 TIES @ 12' / / STARTER CO_. SECURE TO EXIST. GBS W # 5 S12' LONG '="BEDDED G" INTO EXIST. GONG. W/ EPDXY AT 3o' O.G. MAX. CATEGORY II SAFETY GLASS 10'x' SH -33 10' -T 811111111 11111111I1111I1111IElf 3 -11" DN I K 11(111 111(11111111111 11111111111111111 :1(1(111 11111 MASTER BEDROOM CATEGORY II SAFETY GLASS 21'-4' st 4' Off. CLOSET F - 7 was was' ATTIC ACCESS SEE DETAIL ,11Ii1111111111111111111111 11I1111I1111W111111111111111111111 If OPENABLE LID FOR JACUZZI MOTOR ACCESS a ;2 -4' SECOND FLOOR PLAN SCALE 1 /A" -1' -0' INTERIOR ELEVAT SCALE : 1/4" =1'--0" MCA SHELV_S ON OPEN 0 0 $5 TE DOWN (TfP.) "IAX. 48' a~5 TIE DOWN ( I"'AX. AT 48' 0 m SEE' COLUMN AND FTNG. DETAIL SHEET. A-4 0 n A/C (V 1 1- 1- x.; 0 F -32 10-8" 1 -45 20 -& i i III11i1I1111 1I11IM O 1. 1 111 11 (2LSH -24 WF -24 SUILT -IN ENTERTAIN" !EN' CENTER —� FAMILY ROOM FIN ='L +11.47 U SEE STAIRS DETAILS SHEET A-5 5 T DINING ROOM VAULT THIS AREA ABOVE EXIST. WF -24 42" HIGH RAILING EXIST. GARAGE lV lI) 0 4' 3 -G' L ®I I J 14- F -32 EXST. WF -24 CLOSE E-XIST. WINDOW \V/ 8" BLOCK ( 3--- F - 32 �- SOFFIT ABOVE F -32 EXIST. BEDROOM CUT EXIST. CBS WALL AND CONSTRUCT 8" x "2° Co'_UP'\ W/ 14" x 32 x 32" GONG. FTNG. W/ 45s @6 "BOTT. EA WAY (TYP.) EXIST. BATH. W/H UNDER A/C UNIT RE" IOVE EXIST. WINDOW AND GUT TO FLOOR LEVEL INSTALL 8" 3 OCK AS SHOWN 0 0 O O 38" NEW KITCHEN COUNTER F -32 REMOVE DOOR AND INSTALL 8" BLOCK AS SHOWN EXIST, KITCHEN O n \ REMOVE EXST. WALL 00 0 SCALE 1/4" =1-0" 111II11111111111111 III II1 LEGEND EXIST. (53" GONG. BLK. WALL NEW 8' GBS WA`_ :EXIST. PARTITION NEW 4' PARTITION W/ 2 x 4- WOOD STUDS @ 10' O.G. AND ONE LAYER 1/2 GYPSUM DRYWALL EACH SIDE SOIL STATEMENT Visual inspection of *e existing soil reveals light sard and limerock with on allowable design copoci+y of 2,000 PSF. Contractor shall contact Architect after ground has been broken for a soils inspection prior to the preparation of footings. Architect shod submit to the Building Department a letter attesting that the site has been observed and that the condHons encountered are similar to those upon which the design is based. EXIST. LIVING ROOM / ; EXIST. FN. FLOOR �T + 147 EXIST. DEN GROUND FLOOR P_AN R13 BAT` NS OWED TO ' —'D TRUSS SOTTO 'I CHORD FOAM WEATHER STR;P 1 EX ST. BEDROOM 2-O" EXIST. BEDROOM 22 x 3o' A SCU LE — 13/32" PLYWOOD ATTACHED TO GWB 1' x 2" PT CONT. w PER METER 7/a MITL. H ---ATS 10' C..). G. 5/8' TYPE - X GWB (2 LAYERS) ATTIC ACCESS DETAIL SCALE : 3/4H =1 DRAWN A.L.. CHECKED T.R. DAT_ 5 -04 -02 SCALE AS SHOWN JOB No. OF 5 SHEET A -2 SHEETS 4- 45 GONT. ,ADD 2- 45 OVER WINDOW OPENINGS SCALE: 1/2" = 1' -0" >43 STRRUPS PER SCHEDULE (SPACE AT G" WHEN ORDER TRUSS BEARS ON OPEN NG ABOVE WINDOWS) TIE BEAM DROP OVER WINDOW OPENINGS U TOP OF T.B. TOP OF T.B. -9' -2' s F N._FLR. 0-0" u EXIST. EX'S SPAN S - -S T LE +45.6 PSF -49.4 PSF +44.2 PSF -4c3.0 PSF SMOOTH STUCCO 1" PLASTG REG E S u WIMINIPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWIP IIIIWA iAAI A iAiStAMi iAONi ASA AASAVAAVANIA IIM ANINI AhWAMINI A lb WASIMAANAMANAVAMOMAMAAMSAMOMOVAMMAIMMOINAM MerietieriedindtetieutiedubbithertieutiduneetiMeduttNetheteuMuNitirt S" S"OOTH s - JGCO BAND EXIST +432 PSF - 4g.B PSF FAN. FLOOR AT STARS LANDING STUCCO TO MATG-' EXIST NG -43.4 PSF -47.2 PSF SPAN'SH T_E TO MATCH X'S`TNG a29 PSF -46.2 PSF ,-45. PSF -49.4 PSF ; 13.4 PS= -47. PSF CONSTRUCT GRCKE` (SEE S+TE PLAN) EX15T. NEW ll ' EXS - `` T 7 FRONT ELEVATON (NOTH) SCALE 1/4 = 1-0 WEST ELEVATION SCALE 1/4' =1 CONSTRUCT GRCKET SEE SITE PLAN NEW 1 2 +43.4 PSF - 47 2 PSF STL. CCO - 0 ^"ATGH EX STING 1 a2. 25r -46,0 Ps .. J _X15 . 2 ROV DE (3) 4' D?. VENTS ( YPiGA_ BOTH ENDS) r 61 O� CF T.B. Y - 1- 0P CF 7 . -3 -2 SVOOTH ST GGO :LASTG REG_ETS F.N. FLR. 0-0" FAN. FLR. 20" MIN. FXED CA Z 0 EGRESS WINDOW DETAIL N.T.S. DRAWN A.L. CHECKED T.R. DATE 5 -04 -02 S ;ALE AS SHOWN JOB No. S'H'EET A -3 SHEETS 4- #5 GONT. ADD 2- 1:5 OVER WINDOW OPE INGS TIE BEAK 1 DROP OVER WINDOW OPENINGS ' SCALE: 1/2" =1' -0" #3 STIRRUPS PER SCHEDULE- (SPACE AT 6" WHEN GIRDER TRUSS BEARS ON OPENING ABOVE WINDOWS) TOP O= T. B. +18' -3' TOP OF T.S. +9 - = N. FLR. O' -O' EXIST. EX S" SPAN SH -S ` LE AIAIAIWWWWWWW, 1111111111jAj111�1AlAlAIAIAIAIAj1 W jAj1�1111�1AI�1AlAlAIAIAI�IAIAIAIAlAR 11010101001111111 1 114140W 04104 �INSAMO- WWIAIWIWWIW AS X11;1 ISA i ��i11iA��i�iNil��hi1011�i 04 i0iA�i 00010i1i i i�i1IiAAA��1� iA NW A�tSi1�iA11�i�� tA�iA�i�IOIIi�i1 �AA1i1I�A� i�iOIAMM iVI A1MISM AMOIANIM .- etkidukkO MIIM OMMISMOM A ILINI MMI IAIAdertilNeCuttithid dt* +45.6 PSF -49.4 PSF 44.2 PSF YG8.0 PSF 5h STUCCO 1" PLASTIC F2EGL ETS 6" SI"Ou1 -1 STUCCO BAND EXIST +43.2 PSF -46.8 PSF STUCCO TO N ATGH EXISTING F N. FLOOR AT STARS LANDNG +4-3.4 PSF -47.2 PSF SPAN SH TILE TO `^ATCH EXISTNG +429 PSF -46.2 PSF NORTH ELEVATION SCALE 1 /4' =1' -0" +43.4- PSF -47.2 PSF +45.6 PSF 49.4 PSF CONSTRUCT GR!C<_T (SEE STE 2-AN) EXIST. NEW EXS — . ( 4 ) / EXST WEST ELEVATION scALeim =r_o NEW GONSTRLGT GRIGKE` SEE STE PLAN EX!ST. 12 00 +43.4 PSF -472 2SF STLGGO TO ^'A'GH EX STING 42.7 PS1 ± 46.0 PSF a".-"XS PROV DE (3) 4" DIA. VENTS 307H ENDS) 1=1 f bl o OP OF T.E. + 1 8 -3" /�- OP OF T.B. -2 -2_ Y Sh ST PLASTGGLETS - o - FAN. F LR. O -O" FIN. F. 20' MIN. FXED EGRESS WINDOW DETAIL N.T.S. DRAWN A.L. CHECKED T.R. DATE 5 -04 -02 SCALE AS SHOWN JoS No. SHEET A -3 OF 5 SHEETS 4- #5 GONT CONC. TIE BEA` 1 ADD 2- #5 OVER WINDOW OPENL\GS fi g. TIE BEAI`I [DROP OVER WINDOW OPENINGS SCALE: 1/2" =1' -O" #3 ST RRUPS PER SCHEDULE (SPACE AT G" WHEN G RDER TRUSS BEARS ON OPEN NG ABOVE WINDOWS) TOP OF T.B. +18 -3 h TOP 0= T.3. - -2" =.N. FL.. O' -O" EX 57 . SPAN S -- -5 T LE 3, S'LGGC 1" PLASTIC REG�TS STUGGO TG MATCH EXISTING F:N. FLOOR AT STARS LANDING SPAN SH T TO 'ATG- EXST:NG 9 r GONSTRUC GR�GKET (SEE STE PLAN) NORTH EbEVATO\ SCALE V4' - 1' -O" 1 WWWWWWAIAIIWWWWWWWWWWWAIAIAIAWWWWAIAI ICI IAIWWWAIRIAIAIA1 11WWVWWW IAIAIARA1 M_ �I�I�I�IAIA1�1�_ I�I�I�IN I�I�I�I�IAI�I�I�IAI�I�I�I�IAI�I�IAI�I�I�I�I�I�I�I�I�I�IAI�I�IAI�I�I�I�I�I�I�I�I�IAIA1�1�1�1�1 NEW 11 ' EXS T WEST ELEVATION SCALE 1 /4' =1 -G' CONSTRUCT CRICKET SEE SITE PLAN NEW 1 2 S — LOGO TO `^A E.XSTNG %ROV Z3E (,3) 4" A. VENTS ( ‘ 'YPIGA_ BO• - ENDS) O nl r 1=1 Ol O� OF T.B. +'8 -3' `OP OF T B. O -2 �S OCTH ST�CCC RL.AST G EG_ V N. FLR. FN. =L2. 20' MIN. FXED 0 (n EGRESS WINDOW DETAIL N.T.S. 4 - #5 GONT. ADD 2- fr OVER WINDOW OPE INGS SCALE: 1/2" =1'-O" STRRUPS PER SCHEDULE (SPACE AT moo" WHEN GIRDER TRUSS BEARS ON OPENING ABOVE WINDOWS) e i' � cMsn Egli CadarifiM6Eas 41 mmir l niga Iasi mxn gi UMBLI n a r '""11; OMMUM,Einalarl GONG. TIE BEAM TIE EAh#1 DROP OVER WINDOW OPENINGS TOP OF T.B. +18-y TOP OF T.B. PROV'.DE (3) 4" DW VENTS (TYP! A! BOTH ENDS) +45.6 PSF —49.4 PSF CST. 00 12 3 REAR ELEVATION (SOUTH) SCALE 1/4" -1' -O" •iMi*t$ 1*, 1 �1.. _PPP -1 IA -- in 011_ 0114 j * iPIA-- L 1. IV �I • _ p*1 p . i. PA - u! elAuer,,�a.ut� elele tkile -=a � ibel i tteleftel teleel ettAttletrei u to is ie ,! :u Au .. Albeit 3' -11" EXST. 'BUST. EX! 5T, <15T. EXIST. SPANISH TILE TO MATCH EXISTING 1" PLASTIC REGLET 1" RAISED STUCCO BAND EAST ELEVATION SCALE 1/4" = r_o (P V. / 1/2" RAISED SMOOTH STUCCO EXIST. EXIST. TOP OF T.B. +18' -3" TOP OF T.B. +9 -2" FIN. FUR. 0-0" FIN. FUR. 20" MIN. )4 FIXED EGRESS WINDOW DETAIL N.T.S. 4- #5 CONT. ADD 2- #5 OVER WINDOW OPE INGS SCALE: 1/2" = 1' -0" #3 STRRUPS PER SCHEDULE (SPACE AT G" WHEN GRDER TRUSS BEARS ON OPENING ABOVE WINDOWS) TIE BEAM DROP OVER WINDOW OPENINGS TOP OF T . + -3' TOE OF T.B. +9-2' SIN. F. 0-0" 4- PROV DE (3) 4 DA VENTS (TY�iCA_ BOTH ENDS) *45.'0 F -49.4 PSF EX ST. SPANISH T_= TO WATCH EXISTING SOUTH EbEVATON SCALE 1/4" = PIPPARAIRAll I *IAIM!- iRi*tR0 I01I*I*I*IRI, I�IAI I�I�I�I 111�1�1�1�1 I I IAI ;I �I�I ICI L 1 . _ otookootwoolsooliowookookompoolookoomioomsommolootmoimpowilmom seeetteemeetelesetesemeeteseitemeetesteeselseetteeteitietelesseteel EAST ELEVATON SCALE 1/4" =T-O" EXIST o_T02 OF T. B. +8 -3' TOP OF T.B. FN. FLR. 20' MIN. (V EGRESS WINDOW DETAIL N.T.S. REV'SIGNS /1\ ro -17 -02 T.R. i2\ 8 -2 -02 T.R. SLOG< FACE ON SCE OF EX ST. RES CENCE TO 2E "AN - CONC ca.. W/ 4-# VE2T a. #3 TES @12" D2 LL #5 s MIN. C" NTO 'FOOTING W/ E2CX" FOOTING DETAIL AT COLUhIN A SCALE : Vc' = 1' -0' EX ST. CBS WALL MN. LAP 3a- (TYP) ATTACH MIN. moo' INTO EXIST. FOOTING W/ EPDXY - I I— — -I 1 = 1 — i = 1 1= -I I 1-77 _ __ =1 — F -32 I I • • BREAK EXTER. S DE CF CONC. _ - I 11 =1 I 1 III - III - � Ii11 11, � ,Ili- 2' x 'C "s @ '6" CG XSTN3'O'x2G' GONG. =GOT NO W/ 3 - #3 30 EXIST. RESIDENCE ' +'1.12 EXIST. ATTACH MIN. 6" INTO EXST. TE BEAM W/ EPDXY - SLOCK AND NSTAL- 1 - #5 WHERE SHOWN ON PLAN — != _ i1 1 !_ _ I — II I EXSTNG "O "x24" CONG. ^OOT:NG W/ 3 - #5 BOTT. '4" x 32" x 32' CONG. FOOTING W/ S s @ a' BCT"OM EA WAY EXST. GRAD_ I ICI • i EX ST. GRADE - YP. TIE DOWN INSTAL_ATION AT EXISTING SCALE : 3/4" = 1' -0" x PT. FRESTOP 8" x "2' LONG. `1E BEAM W/ 4 - #5 CONT. AND #3 TES, 'st. 4 @ 12 BALANCE @ 48" ALSO PROV DE 2 - #5 BENT BARS (30' x 30') EA. CORNER (TYPICAL) 2 = 4.2 FOIL SAC< INSULATION WOOD BASE i' x 4' RT. FIRES °OP 8" x "2" CONG. T E BEAM W/ 4- 145 GOVT. AND #3 `ES. 1s -. 4 @ "2', BALANCE @ 48" ALSO POV C= 2 - #5 BENT BARS (30" x 30') EA. CORNE2 ( TYPICAL ) 2 = 4.2 FOIL 3AG< INSJLATiON LADS R TYPE HORIZONTAL REINFORCING EVER" OTHER COURSE TO EXTEND 4' NTO TIE COLS. (3 GA) 2" x'2" @ 1 2" FIN I SHED FLOOR TO BE WOOD 1/2" GYP. DRYWALL ON P�R21NG @ 16" O.G. - 4 - FIN. FLOOR TO TWO 3/4" :L YW OOD 5H E ETS W/ 75# ROOF SLATE BETWEEN PLYWOOD SHEETS 2 +13 NSWATION 5/8" GYP. DRYWALL ON 1 x 3 WD. @ 1 0' O.G. 2" x 12" PT BOLTED W/ 5/8' x 5' A.B. @ 24' O.G. (STAGGERED) (TYP. B0 SIDES) 72" GYPSUM WALL BOARD ON 1' x 2" PT. FURRNG STIR PS @ 1G" (TYP.) M1N LAP 30" SENICO BMP236 BEAM SLPP027 W/ SS 10d NAILS TO JO ST AND '4 NAILS TO HEADER (TYP. EA. S'DE) 4' GONG. SLAB W/ ' x 6 -10/10 W.W.M ON WELL CO`^PACTED CLEAN FILL W /SML VAPOR BARR'ER 1" x 4" T. FIRESTOP WOOD BASEBOARD SEMC0 TAPR 212 EA LC ST W/ 8 - 1 0d NAILS 1,050 LBS. ALLOWABLE UPLIFT W ilWilWil 910 LBS. ACTUAL UPLIFT 2-1/2' GALV. ' GRID x 2 .. PT M ETAL L ATH 5`UCCO 5/8" STUCCO GRADE #4 @ 4-8 T3 8' CONC. BLOCK 5/8" TIE DOWN ,AS SHOWN IN : PLAN (MIN. LAP 30 ") 9 N SPAN SH -S GEMENT TILE 200= ON 3014 PAPER T N- CAP2EC AT G" C.G. AND PO HOT - MOPPED, PL.AOEC ON 5/8" EX 02 GRACE PLYWOOD NAILED W/ 10d COYIYON NAILS S AT G" O.G. AT BANE_ EDGES AND N ERED'ATE SUPPORTS. NAIL SPAG NG SHALL SE 4" C.G. A` GABLE: ENDS. (TILE TO MATCH 1- NG) 12 x 24' GONG. FOO`ING W/ 3 - #5 CCNT. -1 1 SECTONA-A 8" BLOCK WALL W/ _ADDER -TYPE HCRIZ. RE NF. EVERY OTHER COURSE 5/8" STUCCO T.E DOWN (SEE PLAN VIEW) MiN. LAP 30' x 12' CONC. TIE BEA' W/ 4 - #5 CONT. AND #3 TIES, is -t. 4 @ 12 ", BALANCE @ 48" ALSO PROVIDE 2 -##5 BENT BARS (30" x 30) EA. CORNER (TYPICAL) PROVIDE 145 BARS (15' LONG.) EMBEDDED S' MIN. INTO EXIST. T.B. W/ EPDXY @ 24" EXISTING T'.E BEAM EXISTING 8' CBS WALL TO REMA,N EXIST. RESIDENCE - EX ST N G 10 "x24" GONG. FOOTING W/ 3 - #5 BO EXIST. 2' x 10 "s @ 1S" O.G. (BEYOND) SEE DE-1—AL TH SHEET DRAWN AL. CH_C<ED 7.12. DAT °_ 5 -04 -02 SCALE AS SHOWN JOB No. SHEET SHEETS SEMCQ TAPR 212 EA. JOIST W/ 8 - 1Cd NAILS 1,11.5 LBS. ALLOWABLE UPLIFT 910 LBS. ACTUAL UPLIFT 5/8" STUCCO 8" GONG. BLOCK 2--1/2" GALV. METAL GRIP METAL 'LATH E STUCCO LADDER TYPE HORIZONTAL REINFORCING EVERY OTHER COURSE TO EXTEND 4" INTO TE COLS. (9 GA) x 4" F WOOD BASE 1" x 4" FIRESTOP 8' x12' GONG. TIE BEAM W/ 4 - #5 CONT. AND #3 TIES, 1st. 4 @12, BALANCE @ 48" ALSO PROVIDE 2 - #5 BENT BARS (30" x 30') EA. CORNER (TYPICAL) R - 4.7 FOIL BACK INSULATION 1/2" EXPANSION MIATERAL (TYPICAL) 8" x12" GONG. TIE BEAM W/ 4- #5 CONT. AND #3 TIES, 1st. 4 @l2", BALANCE @ 48" ALSO PROVIDE 2 - 145 BENT BARS (3O" x 30 ") EA CORNER (TYPICAL) R - 47 FOIL SACK INSULATON DOUBLE MESH 30" TYP, AT PERIMETER FIN. FLOOR TO FINISHED FLOOR TO BE WOOD 1/2" GYP. DRYWALL ON FURRING @ 16" O.G. FiNI SHED FLOOR TO BE WOOD TWO 3/4" PLYWOOD SHEETS W/ 75# ROOF SLATE BETWEEN PLYWOOD SHEETS R -19 INSULATION 5/8" GYP. DRYWALL ON 1 x 3 WD. @ 16" O.G. 4: CONG. SLAB W/ 6 x 6 -10/10 W.W.M. ON WELL COMPACTED CLEAN FILL W/ 6 MIL. VAPOR BARRIER 1/2" GYPSUM WALL. BOARD ON 1' xc 2" PT. FURRING STRIPS @16' (TYP.) R= 4.7 FOIL BACK INSULATION 1" x41-" FIRESTOP MIN. LAP 30" 2" x12 PT BOLTED W/ 5/8" x 5" A.B. @ 24' O.G. (STAGGERED) (TYP. BOTH SIDES) SEMCO BMP236 BEAM SUPPORT W/ 610d NAILS TO JOIST AND 1410d NAILS TO HEADER (TYP. EA. SIDE) 1" x 4" F RESTOP WOOD BASEBOARD EXIST. #5 @ 48" GRACE #4@ 48" T.B. 5/8" TIE DOWN AS SHOWN IN FLOOR PLAN (MIN. LAP 30) SPANISH -5 GEVENT TILE ROOF ON 30# PAPER TIN - GAPPED AT 6° O.G. AND 90# HOT - MOPPED, PLACED ON 5/8" EXTERIOR GRADE PLYWOOD NAILED W/ 10d COMMON NAILS SPACED AT 6" O.G. AT PANEL EDGES AND INTERMEDATE SUPPORTS. NAIL SPACING SHALL BE 4" O.G. AT GABLE ENDS. (TLE TO MATCH EXISTING) 1. 0 10111 • IIN• ••• 0 011' kina ri •!•!♦ Al t • A !!!•!•!•!!!! /!•!♦!♦!!❖A A A • A. A. ...AAA AAA A A❖A. ❖A A. ❖.•A. A. A. / ❖,.❖.♦..♦.. ♦.❖./.❖./ ♦...•./ A A /.❖..❖.•L .. • A A. .♦A. A. A A .❖.. .111IP. ., III _ 1 1 I — I I I -Ii 12 x 24" CONG. FOOTING W/ 3 - #5 CONT. —1I SECTONA-A - = III � -w1w 111 7 8" BLOCK WALL W/ LADDER -TYPE HORZ. RENF. EVERY OTHER COURSE 5/8' STUCCO #5 TIE DOWN (SEE PLAN VIEW) MIN. LAP 30" PROVIDE #5 BARS (15" LONG.) EMBEDDED 6' MIN. INTO EXIST. T.B. W/ EPDXY @ 24" EXISTING TIE BEAM EXISTING 8" CBS WALL TD REMAIN EXIST. RESIDENCE EXISTING 10" x 24" CONC. FOOTING W/ 3-#75 BOTT. EXIST. 2 x10's @16 " O.G. F -32 (BEYOND) SEE DETAIL THIS SHEET BLOCK FACE ON SIDE OF EXIST. RESIDENCE TO REYA1N CONCRETE CO- W/ 4 #5 VERT e 143 TIES @l2" DRILL #5 s MIN. 6 INTO EXIST. Y FOOTNG W/ EPDXY F -32 8" x12" GONG. TIE BEAM W/ 4 - #5 CONT. AND #3 TIES, 1st. 4 @ 12", BALANCE @ 48' ALSO PROVIDE 2 - #5 BENT BARS (30" x 30 ') EA. CORNER ( EXIST. GRADE-: 1 EX STING 10' x 24" GONG. FOOTING • W/3 #5 BQI i. EXIST. 2" x 10 "9 @16' O.G. + 11.19 EXIST. 14" x 32' x 32" GONG. FOOTING W/ #5 s @ ro" BOTTOM EA WAY FOOTING DETAIL AT COLU scare: 1/2" =1_o EXIST. GRADE N A FIN'SH FLOOR ELEV. -9' -2' GROUND FLOOR PLAN ELEV. O' -0" ° N 1D PROVIDE 1 HOUR FIRE PROTECTION FOR STAIRS (5/8" TYPE 'X" SHEETROCK ON EA. SIDE UNDER USABLE SPADE) SEE DETAIL G- THIS SHEET \//..\/ \\/\\,// a ° / / / / \ \ / / \ • / /\ / 4 4 TOP OF TIE BEAM ELEV. +18-3" (2)2 "x12" N N \ N N N N N N N N N N \ N \ N N N N \ N N N N \ I � \\ II N u= _ _ 7 7T @11 "= 77 "= 0-5'\ `____J i77 i - \__A // 1 \ // 1 /// \ i/ \ : ,7 4 44 4 3' -6" HIGH RAILING W/ PICKET BARS. TO REJECT 4" OBJECT (TYP,) PROVIDE SHOP DWGS. FOR APPROVAL PRIOR TO FABRiCATON _ - -J // // // // i/ \ \ \ \ \ \ \ \ 2" X 12" WOOD STRINGER SEE DETAIL B- THIS SHEET C 4 A M A 4 A 0000, DROP TIE BEAM OVER WINDOWS. ADD 2- #55 BOTT. (TYP. 2nd FLOOR) • SEE FOUNDATION PLAN FOR SIZE . REiNF. ,\ TYPICAL STAIR DETAIL SCALE: 3/4" = - WINDOW SILL 3' -0 2" x 10 @ 10" O.G. MIN. LAP 30" 1 \ SEE DETAL A- THIS SHEET / A , L 0 4 J a ° • RADE #10x2%2" LONG STEEL LAG SCREW AT10 " O.G. PICKETS @ 5% O.G. 2 #12x2%2" LONG STEEL. LAG SCREW SCALE: I =1 -0' 2 x 0 LANDING W/ 3/4" GDX. PLYWD. GLUED AND NAILED. MEMBERS AR. 1 0' O.G. MAX. LANDING SECURED TO BLK. WALL W/ 5 /8" KWIK BOLTS @ l0" O.G. W/ UH -21O HANGER BY HUGHES MEMBERS CONNECTED TO EACH OTHER W/ STEEL HURRICANE -- BUTTERFLY CLIP. LANDING SECURED TO 4 X 4 POST W/ ONE -(1 14 GAUGE STL. STRAP W/ 8d NAILS. 2 X 4 P.T. SECURED TO BLK. WALL W/ 3" DRIVE PINS DRE.GTLY UNDER 4 X 4 P.T. POST SECURED TO SLAB W/ STL. POST ANCHOR SHOT W/ DRIVE PINS TO SLAB AND NAILED TO POST. JHA 2 -218 BY HUGHES SEE FOUNDATION PLAN FOR SIZE EE REIN. HANDRAIL DETAIL r \ ‹\ // j / / j/ / ✓L / / / \ / /\/ 2 X 4 - P. T. SECURED TO SLAB W/ D2VE PINS. STAIR SECURED TO 2 X 4 W/ NAILS FROM THE FIRST RISER TO THE 2 X 4. 2 X 4 P.T. DOES NOT NEED TO GO FROM STRINGER TO STRINGER. '4 GA. STL. STRAP SECURED TO SLAB W/ DRNE PINS AND NAILED TO BOTTOM OF STRINGER 5/4 SOUTHERN YELLOW PINE #2 (ACTUAL THICKNESS IS 1 ") TREAD. 2 X 2 6" TO 12' LONG NAILED AND G_UED TO RISER AND TRH PLACED ON CENTER OF TREAD. RISER AND TREAD GLUED AND WEDGED W/ WD. WEDGES. 3' -O" SCALE: 3/4" = 1' -0" ALL RISERS AND TREADS ARE GLUE-.D TO STRINGER 4 2 X72 SOUTHERN YELLOW PINE 41 K.D. ?O STRINGER ROUTED TO RECEIVE TREADS- AND RISERS. 1 X SPRUCE #3 OR 3/4' GDX PLYWD. RISER. : ° MOUNTING DETAIL • 4, • STAIR LANDING DETAIL SCALE: 3/4" =1' -O" CLOSED RISER DETAIL SCALE: 3/4" =1' -0 woo HAND RAIL #10 x 2 LONG ry STEEL LAG it SCREW AT fro" O.C. 2 "x2" BLOCKING • Q Z_ #12x2%4." LONG STEEL LAG SCREW 1 "x4' BLOCKING WALL MOUNT DETAIL SCALE: 1 " =1' -D" SCALE 1/4" =1 RKB 21'-4' SEE SITE PLAN SHEET FOR CRICKET THIS AREA SEE GABLE END DETAIL THIS SHEET ROOF FRAMING PLAN SEE GABLE END DETAIL THIS SHEET N SEE SITE PLAN SHEET FOR CRICKET THIS AREA SEM00 TAPR -212 TRUSS ANCHOR EA TRUSS W/ 8 -10 d NJNLS (1,050 LBS. UPLIFT CAPACITY) (r 2.) CONTINUOUS 2 x 4" BRACING - -W/ 2 -10d NAILS PER TRUSS (MIN. LAP 24 ") 2 x 4" OUTLOCKER Cap 24' O.C. \V/ SE,MCO CLPBF BU I I RFLY HANGER W/ 1 2 - cd NAILS AT HEADER AND 3 - 6d NALS AT JOIST ' X11 I II �!�►.�i!�!� !�!�!!�!�!�!!�1 � .:: !i!!�!�!�!�l�l412!�!�!Va ill 2" x 4" GROSS BRACING EVERY 48` ANCHORED TO CONCRETE AND NAILED TO WOOD TRUSS 2 GYP. BOARD ON METAL HI -HATS AT 16" O.G. 2-19 BATT INSULATION 1' x 4" PT. FRRESTOP #5 TIE DOWN W/. FII 1 .FD CELL GABLE END DETAIL, N.T.S. SEMCO TAPR -212 TRUSS ANCHOR EA TRUSS W/ 8-10 d NAILS (1,050 LBS. UPLIFT CAPACITY) 8' x 8' RAKED BEAM W/. 2 -#5 TIE BEAM - SEE BEAM SCHEDULE u 11 11 II 2 „ x 1 2 "BRDGING (TYP.) 11 11 11 1 1 i 2 x 12`W 12" O.G. 11 1O2 JJ DOUBLE 2” x OPEN DOUBLE 2' x 12' 11 11 1 1 2-4' 11 11 11 11 11 11 11 1 1 21-4' T.B. V SECOND FLOOR FRAMING PLAN SCALE 1/4" = 1' -0" SEE SHEET A.4 FOR METAL ANCHORS 2' x 12' PT NAILER W/ 5/8' x 5' AB. 24' (TYP. BOTH SIDES) SEE SHEET A-4 FOR ANCHORING OF NEW T.B. TO EXIST. T.B. A/C DUCT CHASE 4 N DRAWN A.L. OF 1 DATE 5-04-02 SCALE AS SHOWN jQB No. SHEET S -1 SHEETS CHECKED T. IR. R KB 21'-4° RKB SEE GABLE ENC ROOF FRAMING PLAN GO \ — IN JOLS 2" x 4' B2AGING -- W/ 2 - "Od NAILS PER T2,,SS (IMI \. LAP 24 ) SEE SITE PLAN SHEET \ SEE GABLE END CETA =OR GRiGKET THS AREA THIS SHEET N S =� S`E PLAN SHEET FOR CRICKET THIS AREA SEMGO TARR -212 TRUSS ANCHOR EA. TRUSS W/ 8 - 10 d NAILS (,OSO LBS. UPLIF GAPACTrY) (TYR.) 2' x -' OuT_OOKER @ 24' 0.0.v / C_�BF 3.,`TE2F_" -ANGER \V/ 12 - od NA_5 A'ERANC 3- 'oaNALSAT JG 5 2" x 4° GROSS BRACING EVERY 48" ANCHORED TO CONCRETE AND NAILED TO WOOD TRUSS GYP. BOARD ON METAL HI -HATS AT 1a" O.G. R -19 HATT INSULATION 1" x 4" PT. FIRESTOP K5 `IE DOWN W/. FILLED GEL_ GABLE END DETAIL N.T.S. SEMCO TAPR -212 TRUSS ANCHOR EA TRUSS W/ 8 -'0 d NAILS (1,050 LBS. UPLIFT CAPACITY) 8" x 8° RAKED SEA W/. 2 - #S TIE BEAM - SEE BEAD -1 SCHEDULE l9 c� 0 2 . DDUB_E 2 x 1 2' OPEN DOUBLE 2" x 12" x 21' 4" T.B. T.B. 2' x "2' BRIDGING (TYP.) x "2s CP "O' O.G. cv 2-4' SEE SHEET A-4 FOR ANCHORING OF NEW T.B. TO EXIST. T.B. SECOND FLOOR FRAMING PAN SCALE 1/4" = 1-0" SEE SHEET A -4 I - FCR ME ANG - 1 2' x 12' P` NA LE2 W/ 5/8" x 5' A.3. � 24' (T?P. SOT- SIDES) SEE SHEET A-4 FOR ANCHORING 0= NEW T.3. TO EX'ST. T.B. A/C DUCT CHASE m N DRAWN A.L. CHECKED 7.12. DATE 5-0,4-02 SCALE AS SHOWN JOB No. SHEE` S -1 OF 1 SHEETS CONNECTION FIXTURE SCHEDULE FIXTURE GOLD WATcR HOT WATER SANITARY WATER CLOSET 1/7 -- 3" LAVATORY 1/7 1/7 1-1/4' KJTGHEN SINK 1/2" 1/2" 2 BATH TUB 1/2 1/2' 2' DI SHWASHER - 1/2" 2' REFRIGERATOR 1/2' -- — 2" ti. ar:':!d.. i /.. u.ii.. rr.�. n.........:.:..: ...: rH..:..... rv:.. n..:.... r..... ri:....v ':::.. CLOSET f; (:Y'.�% %i '. ... R :. S �; ' . `C,. 4:05 U M W PLUMBING SECOND FLOOR P_AN SCALE 1/4" =1' -0" 3/4" HEAT TRAP HOT WATER TO SYSTEM. P & T RELIEF VALVE. ELECTRIC WATER HEATER. DRAIN VALVE MASTER BEDROOM 3• VTR COLD WATER SUPPLY SHUT –OFF VALVE HEAT TRAP WATER SUPPLY TO HEATER. , P & T RELIEF LINE FULL SIZE TO OUTSIDE, TERMINATE POINTING DOWN 6" ABOVE GRADE. OVERFLOW DRAIN PAN 1 1 2" x 4" SUPPORT FRAME TYPICAL WATER HEATER DETAIL N,T,S, MAKER: A.O. SMITH MODEL: EES -52 CAPACITY: 50 GAL 3/4" PRESS. REL. VALVE TO 7" ABOVE PERVIOUS GROUND FAMILY ROOM EXIST. LIVING ROOM EXIST. BEDROOM ° ° 2'PVG AiGDRAN PIPE SLOPE: 2 AND SMALLER : 1/4" PER FOOT 3' AND ABOVE :1/8' PER FOOT NOTE : ALL SHOWERS TO BE PROV.DED W/ ANT-SCALD VALVE • UP G.O. ° DINING ROOM EXIST. GARAGE TO SEPTIC TANK 3' FROM ABOVE F ° EXIST. BEDROOM L L —J W/H UNDER A/G UNIT 0 0 0 0 EXIST. KITCHEN EXIST. DEN PLUMBING GROUND FLOOR PLAN SCALE 1/4' -1' -0' DRAWN A.L. CHECKED T.R. DATE 5 -04 -02 SCALE AS SHOWN JOB No. OF 2 SHEET P -1 SHEETS CONNECTION FIXTURE SCHEDULE FIXTURE GOLD WATER HOT WATER SANITARY WATER CLOSET V2 -- -- LAVATORY V2 1/2 -- KITCHEN SINK 1/7 1/2" -- BATH TUB V2 1/7 -- DISHWASHER - V2" -- REFRIGERATOR 1/2 -- -- 111111 DN 1/7 G. 1/2" H. G. 1/2" H. ;:'j ^is V2' 3/4" HEAT TRAP HOT WATER TO SYSTEM. P & T RELIEF VALVE. ELECTRIC WATER HEATER. DRAIN VALVE PLUMBING SECOND FLOOR PLAN — SHUT —OFF VALVE HEAT TRAP WATER SUPPLY TO HEATER. P & T RELIEF LINE FULL SIZE COLD WATER SUPPLY I 1 1 OVERFLOW DRAIN PAN 2" x 4" SUPPORT FRAME TYPICAL WATER HEATER DETAIL N.T.S. MAKER: A.O. SMITH MODEL: EES -52 CAPACITY: 50 GAL TO OUTSIDE, TERMINATE POINTING DOWN 6" ABOVE GRADE. 3/4" G AND 1/2 H FROM GROJND FLOOR TO 7 ABOVE PE�OUS GROUND PIPE SLOPE: 2" AND SMALLER : 1/4" PER FOOT 3" AND ABOVE : 1/8" PER FOOT FAN Y ROOM NOTE: ALL. SHOWERS TO BE PROVIDED W/ ANTI -SCALD VALVE UP DINING ROOM EXIST. GARAGE V2' H. LL ;!ms`s V2' G. EXIST. BEDROOM L J L._ J 3/4" G AND V2 H UP TO 2nd. FLOOR 3/4" GOLD FROM /— EXIST. EATH 0 0 0 0 EXIST. KITCHEN EXIST. LIVING ROOM EXIST. DEN PLUMBING GROUND FLOOR PLAN SCALE 1 /A =1-0" EXIST. BEDROOM EXIST. BEDROOM DRAWN A.L. CHECKED Ti. 2 DATE 5 -04 -02 SCAB AS SHOWN JOB No. SHEET P -2 OF 2 SHEETS Q C A \ 8X8 / 120 CFM A/C SECOND N FLOOR PLAN SCALE 1/4" =1' -O" 16X10 (2)18X18( C 6X4 A 30 CFM HVAC KEY NOTES 0 FULL SIZE DISCHARGE PLENUM. 02 SUPPLY AIR DUCT UP TO SECOND FLOOR CEILING. 03 4 "0 TOILET EXHAUST DUCT TO EAVE CAP. 04 4 1 '0 TOILET EXHAUST DUCT TO WALL CAP. 05 REFRIGERANT PIPES IN 4" PVC UNDER SLAB O LOUVERED DOOR 3.5 FT2 FREE AREA MAX. 0 3/4" SCH 40 PVC COND. PIPE W / "P" TRAP AT UNIT CONNECTION, RUN 2" U.G. TO GOOSENECK AND SPILL ABOVE GRADE. ()EXISTING HVAC REMAINS AS IS. cu -1 3 TONS C A 12X6 200 CFM FAMILY ROOT" 1 A 12X6 200 C CFM UP \ 12X6 / 200 CFM DINING ROOM EXIST. GARAGE FC -1 3 TOMS 12X6 • . 16X6 TEF -2 EXIST. BEDROOM 0 0 0 0 CO EXIST. KITCHEN 0 1 00 0 EXIST. LIVING ROOM 8 0 EXIST. DEN A/G GROUND N FLOOR PLAN SCALE 1/4' - -0' EXIST. BEDROOM EXIST. BEDROOM AU -2 EXISTING OF 2 DRAWN A.L. CHECKED T.1�. DATE 5 -04 -02 SCALE AS SHOWN J013 No SHEET A /C -1 SHEETS 1 1 I K MASTER BEDROOM 10x8 Q 180 CFM EA. (1W) 1 K (1W) =. 8'0 >_- IN ' (LI Iu y AI 8'0 1 UC - I I I I =, .� �. ,— w w (8'0 410 , , TEF -1 (1V) (1W) 1 ■ CLOSET n Q C A \ 8X8 / 120 CFM A/C SECOND N FLOOR PLAN SCALE 1/4" =1' -O" 16X10 (2)18X18( C 6X4 A 30 CFM HVAC KEY NOTES 0 FULL SIZE DISCHARGE PLENUM. 02 SUPPLY AIR DUCT UP TO SECOND FLOOR CEILING. 03 4 "0 TOILET EXHAUST DUCT TO EAVE CAP. 04 4 1 '0 TOILET EXHAUST DUCT TO WALL CAP. 05 REFRIGERANT PIPES IN 4" PVC UNDER SLAB O LOUVERED DOOR 3.5 FT2 FREE AREA MAX. 0 3/4" SCH 40 PVC COND. PIPE W / "P" TRAP AT UNIT CONNECTION, RUN 2" U.G. TO GOOSENECK AND SPILL ABOVE GRADE. ()EXISTING HVAC REMAINS AS IS. cu -1 3 TONS C A 12X6 200 CFM FAMILY ROOT" 1 A 12X6 200 C CFM UP \ 12X6 / 200 CFM DINING ROOM EXIST. GARAGE FC -1 3 TOMS 12X6 • . 16X6 TEF -2 EXIST. BEDROOM 0 0 0 0 CO EXIST. KITCHEN 0 1 00 0 EXIST. LIVING ROOM 8 0 EXIST. DEN A/G GROUND N FLOOR PLAN SCALE 1/4' - -0' EXIST. BEDROOM EXIST. BEDROOM AU -2 EXISTING OF 2 DRAWN A.L. CHECKED T.1�. DATE 5 -04 -02 SCALE AS SHOWN J013 No SHEET A /C -1 SHEETS SPLIT A/C UNIT SCHEDULH; FAN COIL UNIT UNIT DESIGNATION PERSONS/ 1000 /FT2 FC -1 AREA SERVED TYPE NEW ADDITION LOCATION KA> AC CLOSET NOMINAL TONS O.B.D. 3 DESIGN MANUFACTURER SUPPLY AIR TRANE MODEL NO. TITUS 300FS TWE036814FA SEER, MIN. CEILING GRILLE 12.0 NVJ TOTAL AIR, CFM 1200 VENT AIR, CFM 0 EXT. STATIC PRESS., INCHES OF H2O 0.4 FAN MOTOR H.P. (NON— OVERLOAD) 1/2 ELECTRICAL SERVICE AVAILABLE 230V — 1 0 — 60 FACE VELOCITY, FPM - -- DESIGN AIR ACROSS COIL, CFM 1200 GRAND TOTAL CAPACITY, BTUH 34,800 COOLIt TOTAL SENSIBLE CAPACITY, BTUH 25,300 ENTERING AIR TEMP. ° F DB /WB 80/67 COIL MODEL NO. - -- FILTER FILTER TYPE & THICKNESS CLEANABLE, 1" QUANTITY AND SIZE 1, -- FACE VELOCITY FPM. MAX. - -- el]1trAH HEAT /REHEAT COIL TYPE ELECTRIC ELECTRICAL SERVICE AVAILABLE 230V — 1 0 — 60 AUXILIARY ELECTRIC HEAT, KW 4.8 STAGES AND KW /STAGE 1, 4.8 UNIT DESIGNATION CU -1 TYPE OF FAN PROPELLER NO. OF FANS AND FLA 1 — 1.9 AMBIENT AIR TEMP., ° DB 95 COMP. FLA / LRA 23/40 NO. OF COMPRESSORS 1 1 CC REFRIGERANT PIPE SIZE, 0.0. 7/8" SUCT., 3/8" LIQUID CAPACITY REDUCTION 0 - UNIT MCA / MAX FUSE 14.9 FLA ELECTRICAL SERVICE AVAILABLE 230V — 1 0 — 60 OPERATING WEIGHT _ 254 DESIGN MANUFACTURER TRANE MODEL NO. TTP036C100A AIR DISTRIE3UTIO\ SCHEDULH AREA DESIGNATION FLOOR AREA PERSONS/ 1000 /FT2 SYMBOL USE TYPE ACCESSORIES MFG. (Sc MODEL NO. KA> SUPPLY AIR CEILING DIFFUSER O.B.D. TITUS 250 —AA (B) SUPPLY AIR SIOEWALL REGISTER O.B.D. TITUS 300FS 11760 RETURN AIR CEILING GRILLE ___ TITUS 3F ill OUTDOOR AIR CALCULATIONS ASHRAE 62 -89 AREA DESIGNATION FLOOR AREA PERSONS/ 1000 /FT2 TOTAL PERSONS CFM / PERSONS CFM REQUIRED VOLUME FT3 AIR CHANGE RATE CH /HR CFM REQUIRED WORST CASE CFM REQUIRED INFILTRATION CFM (2) CFM PROVIDED ADDITION 1470 - -- 5 (1) 15 75 11760 .35 69 75(PEOPLE COUNT) 94 94 HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR X FIRE DAMPER(S) X SMOKE DAMPER(S) X FIRE RATED ENCLOSURE X FIRE RATED ROOF FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X CONDENSING UNIT ANCHOR CU TO CONC. SLAB WITH 3/8" CONC. INSERTS STRUCTURAL SLAB 6" MIN. NOTE EQUIPMENT SHALL BE SECURED AS TO RESIST WIND PRESSURES IN FBC, BUILDING NOTE EQUIPMENT SHALL BE MOUNTED ABOVE BASE FLOOD ELEVATION. CONDENSING UNIT MOUNTING DETAIL POWER & CONTROL CONNECTIONS REFRIGERANT SUCTION & LIQUID LINES DIFFUSER W/ OPPOSED BLADE DAMPER SEAL JOINT W/ DUCT SEALER AND TAPE ADAPTOR ROUND TO SQUARE IF REQUIRED INSULATE TOP OF ALL AIR TERMINALS AIR DUCT (SEE PLAN VIEW) SPIN TAP FITTING W/ VD INSULATED FLEX. DUCT SEAL JOINT WITH DUCT SEALER AND TAPE FLEXIBLE DUCT CONNECTION DETAIL (1) USER PROJECTED OCCUPANCY (2) SEE HVAC INFILTRATION CALCULATION PERFORMED AS PER ASHRAE CHAPTER 25 (SEE LOAD CALCULATION). 2 "X 2 "X 1/2" NEOPRENE NEOPRENE PADS AT ALL CORNERS 2" x 2" x 1/4 STEEL ANGLE FRAME SHALL BE RUST PRIME PAINTED. 3X3X3/16" STEEL ANGLE PLATE. FC UNIT PROVIDE 3' -0" CLEAR IN FRONT OF FC UNIT AND HEATER. VERTICAL FC MOUNTING DETAIL NTS UNISTRUT CHANNEL SURFACE MOUNTED CHANNEL ANCHORED THROUGH THE BACK OF THE CHANNEL PIPE CLAMP 16 GA. SHEET METAL SADDLE FOR INSULATED PIPES' 1/4' THICK NEOPRENE SLEEVE FOR UNINSULATED PIPES. REFRIGERANT PIPE RISER SUPPORT DETAIL NTS PROVIDE UNIT MOUNTED CIRCUIT BREAKER AT FC -1 NOTE: ALL AIR DISTRIBUTION SHALL BE FINISHED WHITE BAKED ENAMEL. DUCTWORK SYMBOLS VD cf OR CFM UC DG DL 8x8 A 200 CFM SUPPLY AIR TO THERMOSTAT MANUAL VOLUME DAMPER CUBIC FEET PER MINUTE UNDERCUT DOOR DOOR GRILLE DOOR LOUVER (WITH VOLUME DAMPER AT AC CL.) SUPPLY OR OUTSIDE AIR DUCT RETURN OR EXHAUST AIR DUCT FLEXIBLE DUCT LETTER [A] DENOTES AIR DISTRIBUTION DEVICE TYPE NUMBER [8] DENOTES TERMINAL NECK SIZE NUMBER [200] DENOTES SUPPLY AIR QUANTITY RETURN AND EXHAUST AIR 1. HVAC GH: ERAL NOTHS GENERAL A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. C. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. Compressor shall be guaranteed for 5 years minimum. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. DESIGN PARAMETERS: A. Indoor design temperature (Summer): 78F DB B. Indoor design ternperature (Winter): 70 °F DB 4. ALL THERMOSTATS SHALL have heating mode maximum setting of 75 F, and cooling mode minimum setting of 70 F. The thermostat shall be arranged to prevent the simultaneous operation of heating. and cooling. 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 7. MATERIALS: A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, dehydrated for refrigerant use. Sized as shown on drawings or as per air conditioning equipment manufacturer's recommendations. B. INSULATION: Refrigerant suction piping shall be insulated with 3/4" thick foamed plastic insulation, fire retardant type. Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's approved adhesive and grey tape. C. DUCTWORK: a. All supply air ductwork shall be 1 1/2" thick fiberglass ductboard, fabricated and installed as per latest edition of SMACNA "Fibrous Glass Duct Manual ". R -6.0 MIN. b. All toilet exhaust ductwork shal be galvanized sheet metal duct not lighter than 2.6 gage, c. All duct dimensions are clear inside dimensions. d. Flexible insulated ductwork with 1 1/2" thick fiberglass insulation with FRK vapor barrier. R -6.0 MIN. 8. CONTROLS: Air conditioning unit shall be started and stopped thru individual thermostat. Individual programmable thermostats shall start /stop supply fans and activate cooling /heating systems as selected. 9. TEF -1 50 CFM at .125" TSP. Broan 670, provide BDD and service switch. 35 watts at 120V -1 -60. TEF -2 50 CFM at .125" TSP. Broan 670, provide BDD and service switch. 35 watts at 120V -1 -60. 10. TEST AND BALANCE: Contractor shall test and balance all ventilation and air conditioning systems, Submit four copies of Test and Balance Report, to owner for approval. OF 2 DRAWN A. L. CHECKED 1.1K. DATE 5 -04 -02 SCALE AS SHOWN JOL3 No SHEET A /C -2 SHEETS 1 Addition for - Mr. and Mrs. Khan % J. Antonio Rodriguez, Architect 520 N.E. 92 Street Architecture Planning Design Miami Shores, Florida 1770 North Bayshore Dr., Suite 15 - Miami, Florida 33132 (305) 358-1918 I (305) 968-7382 ELECTICIAL SECOND FLOOR PLAN SCALE v4' =1' -0' ELECT. METER - - -- 1 -4 GU GND. WIRE - IN 1/2' GOND. GRADE OPENASLE LID FOR JACUZZI MOTOR ACCESS N J 3 -2 /OGU N11/2 "G (UNDERGROUND) 2 200 D SG. ELECTR N.T.S. N 200 A ELECT. PNL. 3 - 2/0 GU IN 11/2' COND. CAL 1215E12 DIAGRAI"1 GROUNDING WIRE TO G.W.P. AND TO 2 5/8" CU 9 nd RODS INTO GROUND @ 6 - MIN. DISTANCE FROM EACHOTHE2 AND ATTACHED TO FOUNDATION STEEL 01 /H 'UNDE2 A/G UNIT (N_W) NE\V KITCHEN COUNTER G -3 ,- G -1 G -2 G -3 G -3 1 G -3 ELECTRICAL PANEL (ADDITION) 240 V, 1 PH. , 3W SURF. "'OJNT. 200 A MGB 3 5 7 0 11,13 15 17 19 DESCRIPTION SMALL APPLIANCES BKR. 20 GEN. LIGHT. /RECEPT. GEN. LIGHT. /REGEPT. GEN. LIGHT.JREGEPT. BATH GFI A/G A.H.U. SMALL APPLIANCES SPARE SPARE 15 15 15 20 60 20 WIRE 12 14 14 14 12 6 12 GOND ROMEX ROMEX ROMEX ROMEX ROMEX ROMEX ROMEX WATTS 1,500 1,500 10,750 1,500 REMARKS ELECTRICAL PANEL (ADDITION) 240 V, 1 PH. , 3W SURF. MOUNT. 200A MCB DESCRIPTION GEN. L'GHT.JREGEPT. GIRD. 2 4 8 10 12,14 16 GEN. LIGHT. /REGE9T. GEN. LIGHT. /RECEPT. JACUZZI MOTOR SMOKE DETECTOR A/G CONDENS'NG UNIT SPARE 18,20 WATER HEATER BKR. 15 15 15 20 20 40 WIRE 14- 14 14 12 12 8 GOND ROMEX ROMEX ROMEX ROMEX RO ROMEX WATTS REMARKS 1,500 1,500 5,000 G -1 FA" ' I L Y ROO "1 G -1 G43 c -1 UP c -3 D NNG ROO c -2 G -2 - GARAGE G-3 `�Q c -2 c: ST. W/H R_`^AN G -10 G -1 c -1 G- c -2 G-4 EXIST. 200 A PANE- G-2 Water Heater Water Heater (New R ?1ge G'othes Dryer Cothes Dryer Whirpool pump D :spasal pool pump (Future) Garage door opener 37,958 watts /240 vots 1NEW GA G -15 L EkST. A/G AHD (20,000 @ 65%) A/C Fan 0 0 0 0 gift IEX ST GFI G -1 F'rst10.0KW @ 100% Sclance @ 40% (33,(23/0 x .40) A/G loads A/C Fan L EXIST GFI 1 '582A EXIST. BEDROOM L EXIST. KITCHEN Sub-total: Total load: G -10 G -13 GFI oQ EXIST. CONNECT SMOKE DETECTORS TO KITCHEN OR BATHROOM (NON -GFI) LIGHTING CIRCUIT ELECTRICAL CALCU„AT ONS 3,382 s.f. @ 3.0 WATT /s.f. Small appl'ances (2 @ 1 ,500) Refrigerator 01< to use exst. 200 A pore) 10,140 Watts 3,000 1,500 1,500 4,500 4,500 ,000 1,500 5,000 1,500 1,500 1,500 1,500 43,04E3 13,000 1,500 10,000 13,458 13,000 37,358 Wa+rs EXIST. LIVING ROOM EXIST. DEN 0 -<›- o r.v c -10 ELECTRICAL GROUND FLOOR P_AN SCALE I/4' -1' -O' LEGEND 110 V. DUPLEX RECEPTACLE HI -HAT SURFACE - MOLN`ED LIGHT FIXTURE TELEPHONE JACK AS PER EA / TA - 570 T/ / GABLE OUTLET 220 V. OU`LE` 50 CFM NUTONE" EXAUST FAN GE LING FAN / LIGHT C0( SOFFT - MOUN`ED SPOT L GH`S SMOKE DETECTOR G -10 EXIST. BEDROOM N CAJ1047 (326) 2 Hour Fire Rated Through Penetration Firestop for Multiple Metal Pipe through Concrete floors or walls using FYRE— SHIELD. F— rating = 2 Hr. T— rating = 0 Hr. 3735 Green Rd Beochwood, OH, 44122 Drawing not to scale 10 Floor or Wall assembly = 4 " thick concrete, Max. area of opening is 288 sq. in. © • Nom. 8" diam. (or smaller) Sch. 40 (or heavier) steel pipe • Nom, 4" diam. (or smaller) copper pipe and emt pipe. • Max, number of pipes with opening is three (3). ® A) Forming Material — (Not shown) — Nom. 1" thick ploy — urethane backer rod friction fitted into opening. B) Nom. '/ " FYRE— SHIELD thickness installed within OPENING NOTE: For wall apply FYRE— SHIELD to both surfaces of wall. The products used in the above assembly have been tested In occordonce with the following. •.ASTM E614 (UL1479) Standard Test Method for Through Penetration Firestoppirg. • ASTM E119 (UL 263) Standard for Fire Tests `N01103aSNI '11 :313 01 1.03 • C]CIAOUd 3a i.;nw .lJ I:: v'dv :) 33IAu3S 3,1.Vf103UV '17'd103108d 1N38811083A0 ONV SKIS 38;M 103800 NIV.180 01 1N3WdI1103 83H1O ONV S.31V3H 831VM lOH '1N3Wd1fl 3 0/V 3O Viva 31V1d304VN >O3HO ON18IM 01810313 HD1108 d0 NO11V11V1SNI 01 8018d GHE Ti. 2 OAT= 5 -04 -02 G-4 of %'....,. 3 !PS CLOSET C-4 \7 \ OPENABLE LID FOR JACUZZI MOTOR ACCESS y'v ELECTJCAL SECOND FLOOR P_AN SCALE 1/4" =1' -O' A/ 0 -3 G -3 �i G -3 1 G -3 240 V, 1 PH. , 3W ELECTRICAL PANEL (ADDITION) SURF. MOUNT. 200 MGB GIRD. 1 3 5 7 11,13 15 17 19 DESCRIPTION SMALL APPLIANCES GEN. LIGHT./REGEPT. GEN. LIGHT. /REGEPT. GEN. LIGHT. /RECEPT. BATH GFI A/C AH.U. SMALL APP_IANCES SPARE SPARE BKR. 20 15 15 15 20 00 20 12 14 14 14 12 0 12 GOND ROMEX ROMEX ROMEX ROMEX ROMEX WATTS 1,500 1,500 ROMEX ROMEX 10,750 1,500 REMARKS 240 V, 1 PH. , 3W ELECTRICAL PANEL (ADDITION) SURF. MOUNT. 200 A MCB GIRD. 2 4 S 8 10 1 2,14 100 _DESCRIPTION GEN. LIGHT. /RECEPT. GEN. LIGHT. /REG EPT. GEN. LJGHT./RECEPT. JACUZZI MOTOR SMOKE DETECTOR A/G CONDENSING UNIT SPARE 18,20 WATER HEATER BKR. 15 15 15 20 20 40 WIRE 14 14 14 12 8 GOND ROMEX ROMEX ROMEX ROMEX ROMEX ROMEX WATTS 1,500 1,500 5,000 REMARKS 0 G - 1 C-2 C -3 EXIST. GARAGE G -3 I SD f _ 2 G - 10 C-2 0-4 G -2 0-4 <s EXIST. BEDROOM C -1 C -9 G -2 EXIST. 200 A PANEL G - 18,20 177 ELECTRICAL CALCULATIONS 3,382 s.f. @ 3.0 WATTS /s.£ Small appliances (2 @ 1,500) Refrigerator Dishwasher Water Heater Oven /Range Clothes Dryer Clothes Dryer Whirpool pump Disposal pool pump (Future) Garage door opener A/G AHU (20,000 @ 05 %) A/G Fan First 10.0 KW @ 100% Balance @ 40% (29,140 x .40) A/G loads A/G Fan II 0000 L W/H UNDER A/0 UNIT NEW KITCHEN COUNTER EXIST. KITCHEN 0 0 Sub- total: Total load: -- \ \ C-17 GA 0 30,158 watts /240 volts - 150,006 A Ok to use exist. 200 A panel 10,140 Watts 3,000 1,500 1,500 4,500 6,000 1,500 5,000 1,500 1,500 1,500 1,500 39,140 13,000 1,500 10,000 11,058 13,000 1,500 36,158 Watts EXIST. LIVING ROOM LEGEND CE LING FAN / LIGHT 110 V. DUPLEX RECEPTACLE HI -HAT SURFACE - MOUNTED LIGHT FIXTURE TELEPHONE JACK AS PER EA / TA - 570 TV / GABLE OUTLET 220 V. OUTLET 50 CFM "NUTONE EXAUST FAN SOFFIT - MOUNTED SPOT LIGHTS SMOKE DETECTOR ELECTRICAL GROUND FLOOR PAN SCALE 1/4' = 1 - 0' EXIST. BEDROOM EXIST. BE=DROOM CAJ1047 (326) 2 Hour Fire Rated Through Penetration Firestop for Multiple Metal Pipe through Concrete floors or walls using FYRE- SHIELD. F- rating = 2 Hr. T- rating = 0 Hr. 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale 10 Floor or Wall assembly = 4 " thick concrete, Max. area of opening is 288 sq. in. © • Nom. 8" diam. (or smaller) Sch. 40 (or heavier) steel pipe • Nom. 4" diam. (or smaller) copper pipe and emt pipe. • Max. number of pipes with opening is three (3). 03 A) Forming Material - (Not shown) - Nom. 1" thick ploy - urethane backer rod friction fitted into opening. B) Nom. I/ FYRE- SHIELD thickness installed within OPENING NOTE: For wall apply FYRE- SHIELD to both surfaces of wall. The products used in the above assembly have been tested in accordance with the following: • ASTM E814 (UL1479) Standard Test Method for Through Penetration Firestopping. • ASTM E119 (UL 263) Standard for Fire Tests