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550 NE 96 St (4)R /s -�• • • EVISIONS • • • I s • •• • ••• ••• • , ) • l • • • • • • • • • • • • • • • ) ) 1 • 1 l l D • • • ) • • • • • • • • • • • • • • ••• • •• •• • • • • • • • • • • • •• ••• •• • • ••• • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •••• • • • • • • • • • •. • • • • • • • • • • • • • __1 • • • • • • • • • • • • 8" X 8" TERRA COTTA CHIMNEY FLUE • • 4 1 1 1 1 = I i I 1 -- 1 1 1 1 '--- 1 1 1 1 -.—__ 1111 1111 III 1111- 1111= 1111= 1111_. 1111 a :1111_1111_1111__1111 1111 1111 1111 1111 1111 1111 1111 1111 =1111= 1111 = 11111111 =1111 = 1111 = 1111= 1111 = 1111 = 1111 == 1111 = 1111 = 1111'"'"'"1111 "'""`1111 '°"1111"""'1111 - 1111 ""°`III PIZZA OVEN DETAIL N.T.S, 1 COUNTER DETAIL N.T.S. 1111 -- 1111 ---- 1111 — 1111 ---- 1111 ---- 1111 1111 ---- 1111 — 1111 -- 1111 --- 1111 — 1111 ---- 1111 -°— 1111 -- 1111 ---- 1111 --- 1111 ---- 1111 1111 -- 111 =1111=1111=1111= =11111 = 1111 �= 1111- - -1111- 1111 1111 — 1111 - y-1111 1111 1111 -1111 1111 -1111-1111-1111— = IIII 1111 I I I I 1111 WI MI 1111 I I 1 I '""•'` III 1 """" 1111 ,.M.- 1 111 — 111 i "" IIII "--"• 1 111 IIII """ I I I I 1111 `"" 11 I 1 """" 1 1 1 1 111 2" CONCRETE COUNTER v9W RE REINFORCII�tt;'� C ± i i L ofd 8" X 8 "X16" DRYSET CMU ON 4' CONCRETE SLAB, ALTERNATING CELLS FILLED W/ CONCRETE AND 1 - #4 REBAR 2' O.C. TYP OVEN CHAMBER CONSTRUCTED OF FIRE BRICKS SET IN REFRACTORY MORTAR OVEN SURROUND CONSTRUCTED W/ MIN, 4' INSULATING CONCRETE, EXPAND g &A WIRE LATH AND STUCCO FINISH z 4° CONCRETE SLAB_ON� GRADE J Wi WIRE REINFORCING C6 /U/ /J 6" REFRACTORY CONCRETE HEARTH W/ #4 REBAR REINFORCING 1 2" O.C, (/ ' w'y) 8" X 8 "X16" DRYSET CMU ON 4" CONCRETE SLAB. ALTERNATING CELLS FILLED W/ CONCRETE AND 1 - #4 REBAR 2' O.C. 1YR, 6 / 64, H P 1 : 1 , i e ri f ( �c��r� Pe) gv "O , c, 4" CONCRETE SLAB ON.__ , ! GRAD/ WIRE REINFORCING % I x � - � 6//o X EXISTING CHAIN LINK FENCE g PIZZA OVE ! COUNTER • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • ••• • • • • •• • •• • • • • • • • • • • •, „ . . . . , 4 , II • • • • • • • • 1 • • • • • • • • • • • • • • • • ••• •• 1 • • I •• • • • •• J•• !• • • d d • • • • • • • • i • • • • E DETAIL s b PLANTER AREA EXISTING WOOD DECK CONCRETE PAVERS 1YR PORTABLE SPA 9 0 9 0 • ) 1 1 l / ,1 ) l l) ) ) ) 1 l 1 ;• ;..y..1.� • _•_•_._._• _. 1 ) 1 , , ) i • 1 ,) 1 ) ) a 1 Property Line - - -•-" ' ""•-'-•_._._._._._._._. PLANTER AREA PLANTER AREA EXIST. ONE STORY CMU RESIDENCE PropertyLine "'-' _ _'_•_._._._._._._._. _._._._._._._._._._._._._._._ SITE PLAN SCALE: 1/4" = 1' 9 0 2 0 ••• • • • • •• ) • • • •• •• • • • v • 0 • ID W 0 CO OJ COMML'NrrT NO PANE. NO. 81.1112 »A7Y Of TOW FIRM EONS ,: sS rt000 EIxv. ��— 1 NONE 1 e 0 0 Mt w U z 0 z SKETCH OF BOUNDARY SURVEY SCALE: 1"= 20' •.4a‘' / c' ~' ✓ f90' d c? ) .)' cT� • a -3 N 00 O r - "..Z D nl 9 r,, - <C2 1 0 0,_5 cvrd ' ( l • 0 / /.? GGL°c/ 1 Siror/C J :S' Ylr C.:2" ✓u /C.; ) ,c , :vv f ✓ 4 =1.Jz calcr ern H w 0 Q z LEGAL DESCRIPTION: LOT 6 BLOCK 54 OF "MIAMI SHORES - SECTION No. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, CERTIFIED TO: iNTERAMERICAN BANK,F.S.B. ITS SUCCESSORS AND /OR ASSIGNS; LINCOLN TITLE COMPANY; FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK; ATTORNEYS TITLE INSURANCE FUND, INC FRADER ONE, INC. JOB NUMBER FIELD BOOK: PROPERTY ADDRESS: ROBERTO R. BRIZUELA & ASSOCIATES 121 N.N. 138 th Court 'MIAMI, FLORIDA 33132 PHONES: (306) 561 -4383 / 225 -1412 FLOOD INSVRANCS RATS MAP L'•IPORMATION I HEREBY CERTIFY: Tbd the attached 'SRSTC H OP SURVEY' d tha abort daunted pr rrk bea t to tha t of asi knowladss and S ego/ u rectally surrayad under ray ditctIc n. and that there in an *nvusahmoast ettts a than thou shown, tad meets the int.nt cf the 3fnu ii cc re'Nautical Standards ut forth by the rlorids Board of Land Survgoro in Chapter 81611 of Florida Adtninlatrativt Cods, pursuant to Saction'72.017 of Florida Statutes 03 -04 -185 115 -69 FIELD WORK DATE: 5 o DRAWN DATE: DATE: 04 - 04 FOUNDATION REVISIONS: 550 N.E. 96th STREET MIAMI SHORES, FLORIDA 3 LOCATION MAP N.T.S. SUR rn > ; 2•' 2? "� , ; " .eN f I I SCI S 6'f P. R M. • PERMAN REFERENCE MONUMENT p C. P. . PERMANENT CONT &Of. POS.*JT IL • P IRO PIPE STAMPED F. 0. H. . POUND DRILL HOLE S.D.H. -SET DRILL HOLE at • CENTER LINE L F. E. • I S O I WE3•C FLOOR ELEVATION F. F. E. • rINIRN FLOOR ELEVATION "LEGEND' SUBDIVISION, 37 U. E. • UTILITY EASEMENT w. F. • WOOD FENCE R .MO AD 3. N. D.. SET NAIL & DISC STAMPED P. L. S. r. N. D.. POUND YA1 SeDISC C. 8. S.. CoNt;RETB BLOCK STRUC"I'L'RE INC. • ENCROACtL`fENf CL •BHTOP4WAY C. L. F. • CHAIN LINTS FMCS socmce ELEVATION PROVIDED BY OADE COUNTY SURVEY DEPARTMENT RELATNE TO MEAN StA LEVEL NATIONAL 3E00ETIC VERT)CAL DATUM OF 1929 $ - tocATOA fNDEX /`" N - 603 BENC:• MARK NO. N - 603 SURVEYORS NOTES: t • Eurui uselon of ABSTRACT Of TITLE vin ha.* to b. mad* !. dates it rt cerde d iutrum*nu, if any, ar actin f this ppraparty• 2. L."-atluo ;Ad id.cti&attoa of Utilitim if may, ere ehes•t w ■ooa:d.nai with Recorded P S. Ownership I. svtid *ot is OPINION OP 17TLL. 4 ',1) of 8ur..r' BOUNDARY SURVEY', S• T 3Sa 8or..1 v Not Valid unlit/ Zoned and Sealed by this 3oi',e or ad` :uoonl. b• All RIOS of W shorn t Peelle unless otharve aotad. 1. Lando Sure.* v de ortbad. 6• Ns llnderptound Inatallitiona On Impraremeou Haar B«a Loat4d. &Te;{ 4a `Iotri ELEVATION 8 11_, ROBERTO- RIZUELA PROFESSIONAL'.AN.D S1.71'4EYOR _ __ j 3684 5TA'TE FrORIDA t\J\ t)\ PROCES FOLIO :IC-- CROWN OF ROAD BUILDING CWNER'S NAME 8 . 2 5Ft, FRADER ONE INC., BUILDIf GuS, ' 1RQ. (Including Apt., Unit, Suite, and/or Bldg. No.) CR P.O. ROUTE AND BOX NO. (( 55 " ,D- °,761i i STREET CITY LG�Lj .4F 2,;; '�tI� I € MI SHORES PRC¢ERTY DESCRIPTIL`N (L'MFFd Bic& Numbers, Tax Parcel Number, Legal Description, etc.) L.h2T - -6,_ BLOCK 54 JSB 10 PAGE 37 MIAMI- DADE COUNTY FL BUILDING USE e ResidenUah Noo- rksidential, Addition, Accessory, etc. Use Comments seion if necessary.) RESIDENPIAL LATITUCELONGITUCE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ CPS (Type): (4#* - ftx. - x .K or 4) I J NAD 1927 U NAD 1983 LJ USGS Quad Map L J Other. 31. NFIP COMMUNITYf NAME A COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 12065 84. ,41AP AND PANEL 35. SUFFIX 66. FIRM i NCEX i B7. ARM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER CATE EFFECTIVEREVISED CATE E ZONE(S) (Zone AO, use depth of flooding) J 7 -1795 3,2-94 - "X" NONE B10. Indicate he sourer of the ease Flood Elevation (BFE) data or base good depth entered in 39... U FIS Profile LI FIRM ( J Community Determined 1 f Other (Describe): 811. Indicate :ne elevation datum used for the BFE in 39: Ix J NGVD 1929 1_1 NAVD 1983 1 1 Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (CPA)? I f Yes ( x f No Designation Date: N / A SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1 f Construction Drawings' 1 X 16uiiding Under Construction' 1 1Finished Constriction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Sefect the building diagram most similar to the building for w,vhich this certificate is being completed - see pages e and 7. If no diagram accurately represents the building, provide 3 sketch or phctograpn.) C3. Elevations - Zones Al - A30, A E, AH, A (with BFE), VE, V1 - V30, V (with BFE), AR, ARIA, ARJAE, AR/A1 - A30, ARJAH, ARJA0 Complete ;terns C3a-i below according to the building diagram specified in item C2. State the datum used. if the datum is dillerent from the datum used for he BFE in Section 3, invert the datum to that used for the BF=. Show field measurements and datum conversion calculation. Use' he space provided or the Comments rea of Section D or Section 3, as appropriate, to document the datum conversion. Datum NGV Conversion/Comments N/A Elevation reference mark used N-603 Dces the elevation reference :nark used appear on he FIRM? 1 !Yes :l No ❑ a) Top of bottom Icor (including basement or enclosure) 9 . 4 7 ft.(m) q ❑ b) Top of next higher Iccr N / a t(m) a ❑ c) Bottom cf lowest horizontal structural member (V zones only) N / A t(m) 3 0 ❑ d) Attached garage (top of slab) (UNDER CONSTRUCTION N/A ft (m) l ., - ,i, ❑ e) Lowest elevation of machinery and/or equipment -- j' " servicing the building NOT P 011 R R D YET). ft(m) r , - - CI f) Lowest adjacent grade (LAG) 5 y` i h• ft(m P L S 3064 ❑ g) Highest adjacent grade (HAG) R . ? . f (m) I ❑ h) No. of permanent openings (flood vents) within 1 t above adjacent grade N iik ❑ ) Total area of all permanent openings (flood vents) In C3h N / . sq. in jsq an) - SECTION D - SURVEYOR, ENGINEER, CR ARCHITECT ATIO - This certification is to be signed and sealed by a and surveyor, engineer, or arcdtited authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be •unishable b ,tine or imprisonment under 13 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER 3064 T1TLE PROF. LAND SURVEYOR CCMPANYNAME • ADDRESS SIGNATURE y am' < FEMA Form 31 -31, AU 99 FEDERAL. EMERGENCY M, NAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pales 1 - 7. SECTION A - PROPERTY OWNER INFORMATION SECTION B - FLOCD INSURANCE RATE MAP (FIRM) INFORMATION ROBERTO R. BRIZUELA 82. COUNTY NAME MIAMI DADE 7323- B WEST FLAGLE•R STREEPrf MIAMI O.M.8. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Use: Policy Number Company NAIC Number STATE F L ZIP CODE 83. STATE FL ROBERTO BRZIUELA & ASSOC. STATE FL LP CCCE 33144 cATE4 - 6 - 04 TELEPHONE (305) 551 - 4393 SEE REVERSE SICE FOR CONTINUATION REPLACES AU. PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. • BUILDING STREET AGGRESS (Inc:uding Apt_, Unit, Suite, and/or Bldg. No.) CR P.O. ROUTE AND 210X NO. STATE ZIP COCE CITY SECTION D - SURVEYOR, ENGINEER, CR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of :his EIevaticn Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS . I Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FCR ZONE AO and d o ZONE A (Will-{OUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E3. If the Elevation Certificate is Into information for LCMA orLOMR -+-, Secion C must be completed. El. Building Diagram Number (Seled the building diagram most similar to ;he building for which this certificate is being completed - see pages 8 and 7. if no diagram acrately represents the building, provide a sketch or photograph.) ( above or U be!c,v E2. The top of the bottom floor (including basement or enclosure) of the building is LLB 1.(m) II IJin. cm) LJ (check one) the highest adjacent grade. . E3. F:r Zone AO cnl'y. if no flood depth number is available, is the nkrc>rn The c.�l�fical �u�� s ��a � � � won GS flcodplain management cttiir�ance? I j Yes j No (J U SECIICN F - PROPERTY OWNER (CR OWNER'S REPRESENTATIVE) CERTIFICAT'ICN The property owner or owner's authorized representative'N110 completes Sections A, B, and E for Zone A (without a r'E.MA- issued or community - issued BFE) cr Zone AO must sign here. ?RC PEATY CWINE.R'S CR OWNER'S AUT'r:CRIZED REFRESENTATN ES NAME CITY DA TE ADDRESS SIGNATURE COMMENTS G7. This permit has been issued for. L New Constriction Li Substantial Improvement G8. Elevation of as -bust lowest floor (including basement) of the building is: G9. BFE or ('in Zone AC) depth of flooding at the building site a: LCC>L CFFICIAL'S SANE . COMMUNITY NA TEL P1-kC N SIGNATURE CA COMMENTS FEMA -nrm 3131. ALG 99 TITLE For In3uranca Company Usa: Policy Number Company NAIC Number STAic LPCCCE TE EPHCNE Li Check here fi attachment SECTION G - CCMMUNITf INFCRMATICN (OPTIONAL) complete 'The ,coal erfidal who is authorized by law or ordinance to administer the community's `.lcocplain management ordinance can comp Sedjcns A, 3, C (cr E), and G of this Eevaticn Certificate. Complete he applicable items) and sign befcw. a licensed �Neycr, 31. I 1 The in`cntlation in Sedicn C was taken from other documentation that has been signed and embossed by engineer, or art who is authorized by state or ',coal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) issued BFE) or G2. LJ A crmm+1nity orTida1 completed Section E for a building located in Zone A (without a FEMA- issued or community Zone AO' lain mane ement purposes. G3., L1 The .following information (Items G4-G9) is provided for community Koodp g P_R FICCGUPANCY ( 4. dIT NUMBER G8. DA c CERTIFICATE CF CCMPLIANC r G5. DATE PERMIT ISSUED ISSUED ft (m) Datum: . ft. (m) Datum Check here f at cn11 Af-cc AI 1 6n GI A/ iC Cr■rrlf 14 -2 -0 15 -10 -0 1 >, IIIl•I�1 NAILER DY DIAPER. f Ir�1_1_1_ 1 MODEL \ 1 1 1 NAILER DY DIAPER. 1-K14 FT3 ELEV, 1q-10" J[- IA213R / L 2015 „ II 1 3 � A J3 15 AI SPECIAL HANGER BY BUILDER. 7238 1 < 1 LL \ - 1 4 - ‘,- V L" ' -, 11. J7 ' ? 8779 USP 0-0-L v J7 ( n SPECIAL HANGER BY BUILDER. J5 13 ELEV. 10 r� 4028 J3 11 J7 i'o zo (1YF. ) HIP SET SPACING t ✓�� L9W v TUH26 -2 dl USP Al MI ELEVATIO\ Er. 1 3042 14 -10 - ,V6 7, T9,4, T5,'',, T1, r T3- —T 4 /// ELEVATIO\ 13 -100 o - D � F3-3740,4 3740:4 0 -.$o2 H671 ss ry P 1I - 10 - 0 16-10-0 F H I /oe.., 1 SPECIAL HANGER BY BUILDER. COLUMN BY BUILDER. SPECIAL HANGER BY BUILDER 11 • 21..,'-f FG2 6 . _ 1 1 1 1 i -- 16 -10-0 R u_ — j r SPECIAL HANGER BY BUILDER i v _ NAILER DY DUILDER. 30 -0 -0 If . — _. . 1 No DATE REVISI APPROVED ROOF' 'f SCALE: 3/16 -0 NOTE: LABELING TRUSSES 1S A SERVICE, NOT A REQUIREMENT. THEREFORE, IT IS THE RESPONSIBILITY OF THE BUILDER TO USE THE ENGINEERING DRAWINGS WHEN ERECTING TRUSSES IN CASE OF DISCREPANCIES BETWEEN TRUSS MA [NS AN ENG DRAWINGS THE ENG. DRAWINGS PREVAILS. 3C SPAN ,SS LAYOUT. FIELD DRAGING i," not the re .,pon,"ability of the tru., fabricator, truss designer, or plate manufacturer. Per .,on," erecting trusses are cautioned CO Seek profe .,,,ional advice regarding temporary and erection b racing which i5 alway., required to prevent toppling and dominoing during erection, and permanent bracing which may be required in ,"pecific applications. Tru., .,e," Shall be erected and fa •tened in a straight and plumb position. Where no direct to chord Sheathing i., applied, tru., .,e., must be braced at 24" on center maximum. Where no direct bottom chord Sheathing applied, tru .,.,e., must be braced at 10' -0" on center maximum. Tru,,,"e., mu .,t be handled with extreme care during erection to prevent damage or personal in jury. Refer to true, ., engineering for connection and bracing requirement.,. These calculation are , ,applied in order for the ENGINEER OP RECORD to adequately provide for connection an i ntegration of the roof a ., to the ,,upporting ,"tructure. De' tgner., of ,,upporting connection," are SOLELY re .,pon,"ible for the integrity of their product Tru., .,e., remain our property until paid for in full. Tru,"., layout," and engineering may not be reproduced in part or in full under any circum .,tance.,. TRUSS L :A: RC:F TRUSSES TOP CIORD LIUE: TOP C-iORD DEAD: BOTTO'1 CHORD DEAD: TOTAL LOAD (PSF) PO NOT CUT OR ALTER TRUSSES! MARTINEZ TRUSS COMPANY WILL NOT HONOR CLAIMS OR RACK CHARGES UNLESS AUTHORIZED DY OUR OFFICE IN WRITTING! 30.0 15.0 10.0 55.0 1100 F \CITI2\S LCCR TRUSSES TOP CHORD LIUE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) STRESS INCREASE: 1.33 STRESS INCREASE: THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY 146 MPH WINDS USING 5.0 PSF TOP CHORD DEAD LOAD AND 5.0 PSF BOTTOM CHORD DES LOAD 5 MILES FROM HURRICAiNE OCEANLINE, CAT. II. EXP. C (ASCE 7 -98) 30 -0 -0 SCALE: 3 ":1 -0' ATTENTION DU[LDERS ALL DIMENSIONS, OVERHANGS, PITCHES, ETC. TO DE CHECKED DEFOPE ORDERING TRUSSES. IT IS YOUR RESPO \ISD[L.ITY TO CHECK OUR TRUSS FLAN! TRUSS LAYOUT. IMPORTANT NOTE: 9 0 NOTE: ALL DIMENSION TO DE VERIFIED IN FIELD DY GC DEFORE FADRICATION UPLIFT REACTIONS SHOWN ON TRUSS DESIGNS AND PLACEMENT PLAN ARE TO BE USED I N DESIGN OF TRUSS TO TRUSS CONNECTIONS AND FOR REFERENCE ONLY UPLIFT REACTIONS FOR CONNECTIONS OF TRUSSES 10 THE SUPPORTING STRUCTURE ARE RESPONSABILITY OF THE PROJECT ENGINEER OR ARCHITECT REFER TO APPROVED PERMIT DOCUMENTS FOR EXACT VALUES. ELEV. 11' -q" TOP OF T.D. 20 -0 -0 7 - - SET -VK I 7 - 0 - SEA D� k 20-0-0 > ROD' TRUSS LAYOUT. GAZ= [30.5GALE 3/16 ":1' -0" APfKOVED TKU55 ANCHOR' DY DIAPER' TOP = 2x4 MIN. 6OTTOM = 2x4 MIN. 8" GONG. WALL 4 > �C 0 0 0 0 A APPROVAL PERTAINS TO GENERAL DES1Gq FEATURES ONLY AND DCES NO COVER A CCVFL;1E OHM( ON D1!. EINSIONS R CL'ANtIT1ES BY: _ _ DATE: - 36 -�`7 GK 4" TOP -CHORD a_ w TYP. FLAT FLOOR TRUSS END DETAIL SCALE: 3/4 " =1' -0" APPROVED TRUSS ANCHOR 13Y DUILDER SQUARE CUT FASCIA HEEL HEIGHT= 2x6 STD. TOP = 2x4 MIN. DOTTOM = 2x4 MIN ALL TRUSS SPACING @ 24" 0. C. UNLESS OTHERWISE SPECIFIED. SHOP DRAWING APPROVAL THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREUIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU APproved Dote: DATE: 1 -27 -03 DRS. H. MAC x N 0 0 1' -6" TYPICAL >] OVERHANG O 0 ROOF 'TRUSS END DETAIL. SCALE: 314 " =l' -0' 12 4.5 MARTINEZ TRUSS CO., INC. ph. 883-6261 9280 N 1 SOUTH RIVER Di !NMI FL 33166 CC0958 J. kARTIINEZ FAX (305)885-2925 F ,EH ONH, Inc. JOB NAIE: NEW RESIDENCE. JOB ADDRESS : 5xx N.E. 96 ST, MIAMI, FLORIDA. 3 —D VIEW REV. DATE: SCALE : AS SHOWN DRAWING Nl[ 8 R :304 933 ELEV. 1q' -10" TOP OF T D. ( VAP1E5 ) R U{R REGISIER'(.D cTFL[I. EVER SINE Ix FL(>Ril if MS 33a `I:\ X19.''ESi1N. fE 33331 TYP JUN 1 2 '20`3 1 1 IIIl•I�1 �37 Ir�1_1_1_ 0 MODEL GRAVITY LOADS c . of /. x 1 1-K14 o ot l >n N;m bL9H / o(! ELEV, 1q-10" J[- IA213R / L 2015 „ II 1 3 � A J3 15 AI J5 7238 USP o "z o 1 ELEVATIO\ ' J7 ' ? 8779 USP 0-0-L J7 J7 5 I J5 13 ELEV. 10 HHGUS 26 -2 4028 J3 11 J7 i'o zo (1YF. ) HIP SET SPACING t ✓�� L9W TUH26 -2 dl USP Al MI ELEVATIO\ Er. TUH26 3042 No DATE REVISI APPROVED ROOF' 'f SCALE: 3/16 -0 NOTE: LABELING TRUSSES 1S A SERVICE, NOT A REQUIREMENT. THEREFORE, IT IS THE RESPONSIBILITY OF THE BUILDER TO USE THE ENGINEERING DRAWINGS WHEN ERECTING TRUSSES IN CASE OF DISCREPANCIES BETWEEN TRUSS MA [NS AN ENG DRAWINGS THE ENG. DRAWINGS PREVAILS. 3C SPAN ,SS LAYOUT. FIELD DRAGING i," not the re .,pon,"ability of the tru., fabricator, truss designer, or plate manufacturer. Per .,on," erecting trusses are cautioned CO Seek profe .,,,ional advice regarding temporary and erection b racing which i5 alway., required to prevent toppling and dominoing during erection, and permanent bracing which may be required in ,"pecific applications. Tru., .,e," Shall be erected and fa •tened in a straight and plumb position. Where no direct to chord Sheathing i., applied, tru., .,e., must be braced at 24" on center maximum. Where no direct bottom chord Sheathing applied, tru .,.,e., must be braced at 10' -0" on center maximum. Tru,,,"e., mu .,t be handled with extreme care during erection to prevent damage or personal in jury. Refer to true, ., engineering for connection and bracing requirement.,. These calculation are , ,applied in order for the ENGINEER OP RECORD to adequately provide for connection an i ntegration of the roof a ., to the ,,upporting ,"tructure. De' tgner., of ,,upporting connection," are SOLELY re .,pon,"ible for the integrity of their product Tru., .,e., remain our property until paid for in full. Tru,"., layout," and engineering may not be reproduced in part or in full under any circum .,tance.,. TRUSS L :A: RC:F TRUSSES TOP CIORD LIUE: TOP C-iORD DEAD: BOTTO'1 CHORD DEAD: TOTAL LOAD (PSF) PO NOT CUT OR ALTER TRUSSES! MARTINEZ TRUSS COMPANY WILL NOT HONOR CLAIMS OR RACK CHARGES UNLESS AUTHORIZED DY OUR OFFICE IN WRITTING! 30.0 15.0 10.0 55.0 1100 F \CITI2\S LCCR TRUSSES TOP CHORD LIUE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) STRESS INCREASE: 1.33 STRESS INCREASE: THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY 146 MPH WINDS USING 5.0 PSF TOP CHORD DEAD LOAD AND 5.0 PSF BOTTOM CHORD DES LOAD 5 MILES FROM HURRICAiNE OCEANLINE, CAT. II. EXP. C (ASCE 7 -98) 30 -0 -0 SCALE: 3 ":1 -0' ATTENTION DU[LDERS ALL DIMENSIONS, OVERHANGS, PITCHES, ETC. TO DE CHECKED DEFOPE ORDERING TRUSSES. IT IS YOUR RESPO \ISD[L.ITY TO CHECK OUR TRUSS FLAN! TRUSS LAYOUT. IMPORTANT NOTE: 9 0 NOTE: ALL DIMENSION TO DE VERIFIED IN FIELD DY GC DEFORE FADRICATION UPLIFT REACTIONS SHOWN ON TRUSS DESIGNS AND PLACEMENT PLAN ARE TO BE USED I N DESIGN OF TRUSS TO TRUSS CONNECTIONS AND FOR REFERENCE ONLY UPLIFT REACTIONS FOR CONNECTIONS OF TRUSSES 10 THE SUPPORTING STRUCTURE ARE RESPONSABILITY OF THE PROJECT ENGINEER OR ARCHITECT REFER TO APPROVED PERMIT DOCUMENTS FOR EXACT VALUES. ELEV. 11' -q" TOP OF T.D. 20 -0 -0 7 - - SET -VK I 7 - 0 - SEA D� k 20-0-0 > ROD' TRUSS LAYOUT. GAZ= [30.5GALE 3/16 ":1' -0" APfKOVED TKU55 ANCHOR' DY DIAPER' TOP = 2x4 MIN. 6OTTOM = 2x4 MIN. 8" GONG. WALL 4 > �C 0 0 0 0 A APPROVAL PERTAINS TO GENERAL DES1Gq FEATURES ONLY AND DCES NO COVER A CCVFL;1E OHM( ON D1!. EINSIONS R CL'ANtIT1ES BY: _ _ DATE: - 36 -�`7 GK 4" TOP -CHORD a_ w TYP. FLAT FLOOR TRUSS END DETAIL SCALE: 3/4 " =1' -0" APPROVED TRUSS ANCHOR 13Y DUILDER SQUARE CUT FASCIA HEEL HEIGHT= 2x6 STD. TOP = 2x4 MIN. DOTTOM = 2x4 MIN ALL TRUSS SPACING @ 24" 0. C. UNLESS OTHERWISE SPECIFIED. SHOP DRAWING APPROVAL THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREUIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU APproved Dote: DATE: 1 -27 -03 DRS. H. MAC x N 0 0 1' -6" TYPICAL >] OVERHANG O 0 ROOF 'TRUSS END DETAIL. SCALE: 314 " =l' -0' 12 4.5 MARTINEZ TRUSS CO., INC. ph. 883-6261 9280 N 1 SOUTH RIVER Di !NMI FL 33166 CC0958 J. kARTIINEZ FAX (305)885-2925 F ,EH ONH, Inc. JOB NAIE: NEW RESIDENCE. JOB ADDRESS : 5xx N.E. 96 ST, MIAMI, FLORIDA. 3 —D VIEW REV. DATE: SCALE : AS SHOWN DRAWING Nl[ 8 R :304 933 ELEV. 1q' -10" TOP OF T D. ( VAP1E5 ) R U{R REGISIER'(.D cTFL[I. EVER SINE Ix FL(>Ril if MS 33a `I:\ X19.''ESi1N. fE 33331 TYP JUN 1 2 '20`3 DEARING HEIGHT SCHEDULE HANGER SCHEDULE 14 -2 -0 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING MODEL GRAVITY LOADS 1 TRUSS IDENTIFICATION OUTLOOKERS BY BLDR ELEV, 1q-10" J[- IA213R / L 2015 USP C wore" swarm/ Ass , issurer 0 b HS[JL40 7238 USP o "z o 1 ELEVATIO\ ' '�"" HSU80 8779 USP 0-0-L � I IM 4. J ELEV. 10 HHGUS 26 -2 4028 USP J7 i'o zo (1YF. ) HIP SET SPACING t ✓�� L9W TUH26 -2 3042 USP - ., ! 1V9 •.: ELEVATIO\ TUH26 3042 USP ,V6 7, T9,4, T5,'',, T1, r T3- —T 4 /// ELEVATIO\ O i b � F3-3740,4 3740:4 0 -.$o2 H671 9- P 8- 30627 r 41.191 No DATE REVISI APPROVED ROOF' 'f SCALE: 3/16 -0 NOTE: LABELING TRUSSES 1S A SERVICE, NOT A REQUIREMENT. THEREFORE, IT IS THE RESPONSIBILITY OF THE BUILDER TO USE THE ENGINEERING DRAWINGS WHEN ERECTING TRUSSES IN CASE OF DISCREPANCIES BETWEEN TRUSS MA [NS AN ENG DRAWINGS THE ENG. DRAWINGS PREVAILS. 3C SPAN ,SS LAYOUT. FIELD DRAGING i," not the re .,pon,"ability of the tru., fabricator, truss designer, or plate manufacturer. Per .,on," erecting trusses are cautioned CO Seek profe .,,,ional advice regarding temporary and erection b racing which i5 alway., required to prevent toppling and dominoing during erection, and permanent bracing which may be required in ,"pecific applications. Tru., .,e," Shall be erected and fa •tened in a straight and plumb position. Where no direct to chord Sheathing i., applied, tru., .,e., must be braced at 24" on center maximum. Where no direct bottom chord Sheathing applied, tru .,.,e., must be braced at 10' -0" on center maximum. Tru,,,"e., mu .,t be handled with extreme care during erection to prevent damage or personal in jury. Refer to true, ., engineering for connection and bracing requirement.,. These calculation are , ,applied in order for the ENGINEER OP RECORD to adequately provide for connection an i ntegration of the roof a ., to the ,,upporting ,"tructure. De' tgner., of ,,upporting connection," are SOLELY re .,pon,"ible for the integrity of their product Tru., .,e., remain our property until paid for in full. Tru,"., layout," and engineering may not be reproduced in part or in full under any circum .,tance.,. TRUSS L :A: RC:F TRUSSES TOP CIORD LIUE: TOP C-iORD DEAD: BOTTO'1 CHORD DEAD: TOTAL LOAD (PSF) PO NOT CUT OR ALTER TRUSSES! MARTINEZ TRUSS COMPANY WILL NOT HONOR CLAIMS OR RACK CHARGES UNLESS AUTHORIZED DY OUR OFFICE IN WRITTING! 30.0 15.0 10.0 55.0 1100 F \CITI2\S LCCR TRUSSES TOP CHORD LIUE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) STRESS INCREASE: 1.33 STRESS INCREASE: THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY 146 MPH WINDS USING 5.0 PSF TOP CHORD DEAD LOAD AND 5.0 PSF BOTTOM CHORD DES LOAD 5 MILES FROM HURRICAiNE OCEANLINE, CAT. II. EXP. C (ASCE 7 -98) 30 -0 -0 SCALE: 3 ":1 -0' ATTENTION DU[LDERS ALL DIMENSIONS, OVERHANGS, PITCHES, ETC. TO DE CHECKED DEFOPE ORDERING TRUSSES. IT IS YOUR RESPO \ISD[L.ITY TO CHECK OUR TRUSS FLAN! TRUSS LAYOUT. IMPORTANT NOTE: 9 0 NOTE: ALL DIMENSION TO DE VERIFIED IN FIELD DY GC DEFORE FADRICATION UPLIFT REACTIONS SHOWN ON TRUSS DESIGNS AND PLACEMENT PLAN ARE TO BE USED I N DESIGN OF TRUSS TO TRUSS CONNECTIONS AND FOR REFERENCE ONLY UPLIFT REACTIONS FOR CONNECTIONS OF TRUSSES 10 THE SUPPORTING STRUCTURE ARE RESPONSABILITY OF THE PROJECT ENGINEER OR ARCHITECT REFER TO APPROVED PERMIT DOCUMENTS FOR EXACT VALUES. ELEV. 11' -q" TOP OF T.D. 20 -0 -0 7 - - SET -VK I 7 - 0 - SEA D� k 20-0-0 > ROD' TRUSS LAYOUT. GAZ= [30.5GALE 3/16 ":1' -0" APfKOVED TKU55 ANCHOR' DY DIAPER' TOP = 2x4 MIN. 6OTTOM = 2x4 MIN. 8" GONG. WALL 4 > �C 0 0 0 0 A APPROVAL PERTAINS TO GENERAL DES1Gq FEATURES ONLY AND DCES NO COVER A CCVFL;1E OHM( ON D1!. EINSIONS R CL'ANtIT1ES BY: _ _ DATE: - 36 -�`7 GK 4" TOP -CHORD a_ w TYP. FLAT FLOOR TRUSS END DETAIL SCALE: 3/4 " =1' -0" APPROVED TRUSS ANCHOR 13Y DUILDER SQUARE CUT FASCIA HEEL HEIGHT= 2x6 STD. TOP = 2x4 MIN. DOTTOM = 2x4 MIN ALL TRUSS SPACING @ 24" 0. C. UNLESS OTHERWISE SPECIFIED. SHOP DRAWING APPROVAL THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREUIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU APproved Dote: DATE: 1 -27 -03 DRS. H. MAC x N 0 0 1' -6" TYPICAL >] OVERHANG O 0 ROOF 'TRUSS END DETAIL. SCALE: 314 " =l' -0' 12 4.5 MARTINEZ TRUSS CO., INC. ph. 883-6261 9280 N 1 SOUTH RIVER Di !NMI FL 33166 CC0958 J. kARTIINEZ FAX (305)885-2925 F ,EH ONH, Inc. JOB NAIE: NEW RESIDENCE. JOB ADDRESS : 5xx N.E. 96 ST, MIAMI, FLORIDA. 3 —D VIEW REV. DATE: SCALE : AS SHOWN DRAWING Nl[ 8 R :304 933 ELEV. 1q' -10" TOP OF T D. ( VAP1E5 ) R U{R REGISIER'(.D cTFL[I. EVER SINE Ix FL(>Ril if MS 33a `I:\ X19.''ESi1N. fE 33331 TYP JUN 1 2 '20`3 15 -10 -0 SPAN 1 3 14 -2 -0 OUTLOOKERS BY BLDR wore" swarm/ Ass , issurer 0 b RAKE TIE BEAM I T3 0-0-L 11 J7 t ✓�� L9W — 13 -- O i b � F3-3740,4 3740:4 0 -.$o2 H671 9- P 8- 30627 r 41.191 H I /oe.., 11 • -- _ — — If =_ — _. . 1 / H131 / ld /{aiS ,i / ) - _= H111 (LeJ /fr /G ' :_- Hql 8'43 - s /640 L v ='33?: HG71A t U 096 _- 0 NONg - 135 MIE ( .0 I �1 •1 1 c R= 1 �,U,247a- , . J5 135 0-0-1 Sr �1 J1 i — __ ir . — a v I — NAILER BY BUILDER. ' 1 1 _ ' R AKE TIE REAM I\ RAKE TIE REAM ir ro • errs AI ,OUTLOOKERS terns slaw Alf V'ssssssssss/' . ass.// :Y DIJILDER OUTLOOKERS DY DUILDER 1-64 TYP r 14-4-0 SPAN DOUDLE LEDGER DY DIAPER 15 8 -) > 30 -0 -0 SPAN > OVERHANG No DATE REVISI APPROVED ROOF' 'f SCALE: 3/16 -0 NOTE: LABELING TRUSSES 1S A SERVICE, NOT A REQUIREMENT. THEREFORE, IT IS THE RESPONSIBILITY OF THE BUILDER TO USE THE ENGINEERING DRAWINGS WHEN ERECTING TRUSSES IN CASE OF DISCREPANCIES BETWEEN TRUSS MA [NS AN ENG DRAWINGS THE ENG. DRAWINGS PREVAILS. 3C SPAN ,SS LAYOUT. FIELD DRAGING i," not the re .,pon,"ability of the tru., fabricator, truss designer, or plate manufacturer. Per .,on," erecting trusses are cautioned CO Seek profe .,,,ional advice regarding temporary and erection b racing which i5 alway., required to prevent toppling and dominoing during erection, and permanent bracing which may be required in ,"pecific applications. Tru., .,e," Shall be erected and fa •tened in a straight and plumb position. Where no direct to chord Sheathing i., applied, tru., .,e., must be braced at 24" on center maximum. Where no direct bottom chord Sheathing applied, tru .,.,e., must be braced at 10' -0" on center maximum. Tru,,,"e., mu .,t be handled with extreme care during erection to prevent damage or personal in jury. Refer to true, ., engineering for connection and bracing requirement.,. These calculation are , ,applied in order for the ENGINEER OP RECORD to adequately provide for connection an i ntegration of the roof a ., to the ,,upporting ,"tructure. De' tgner., of ,,upporting connection," are SOLELY re .,pon,"ible for the integrity of their product Tru., .,e., remain our property until paid for in full. Tru,"., layout," and engineering may not be reproduced in part or in full under any circum .,tance.,. TRUSS L :A: RC:F TRUSSES TOP CIORD LIUE: TOP C-iORD DEAD: BOTTO'1 CHORD DEAD: TOTAL LOAD (PSF) PO NOT CUT OR ALTER TRUSSES! MARTINEZ TRUSS COMPANY WILL NOT HONOR CLAIMS OR RACK CHARGES UNLESS AUTHORIZED DY OUR OFFICE IN WRITTING! 30.0 15.0 10.0 55.0 1100 F \CITI2\S LCCR TRUSSES TOP CHORD LIUE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) STRESS INCREASE: 1.33 STRESS INCREASE: THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY 146 MPH WINDS USING 5.0 PSF TOP CHORD DEAD LOAD AND 5.0 PSF BOTTOM CHORD DES LOAD 5 MILES FROM HURRICAiNE OCEANLINE, CAT. II. EXP. C (ASCE 7 -98) 30 -0 -0 SCALE: 3 ":1 -0' ATTENTION DU[LDERS ALL DIMENSIONS, OVERHANGS, PITCHES, ETC. TO DE CHECKED DEFOPE ORDERING TRUSSES. IT IS YOUR RESPO \ISD[L.ITY TO CHECK OUR TRUSS FLAN! TRUSS LAYOUT. IMPORTANT NOTE: 9 0 NOTE: ALL DIMENSION TO DE VERIFIED IN FIELD DY GC DEFORE FADRICATION UPLIFT REACTIONS SHOWN ON TRUSS DESIGNS AND PLACEMENT PLAN ARE TO BE USED I N DESIGN OF TRUSS TO TRUSS CONNECTIONS AND FOR REFERENCE ONLY UPLIFT REACTIONS FOR CONNECTIONS OF TRUSSES 10 THE SUPPORTING STRUCTURE ARE RESPONSABILITY OF THE PROJECT ENGINEER OR ARCHITECT REFER TO APPROVED PERMIT DOCUMENTS FOR EXACT VALUES. ELEV. 11' -q" TOP OF T.D. 20 -0 -0 7 - - SET -VK I 7 - 0 - SEA D� k 20-0-0 > ROD' TRUSS LAYOUT. GAZ= [30.5GALE 3/16 ":1' -0" APfKOVED TKU55 ANCHOR' DY DIAPER' TOP = 2x4 MIN. 6OTTOM = 2x4 MIN. 8" GONG. WALL 4 > �C 0 0 0 0 A APPROVAL PERTAINS TO GENERAL DES1Gq FEATURES ONLY AND DCES NO COVER A CCVFL;1E OHM( ON D1!. EINSIONS R CL'ANtIT1ES BY: _ _ DATE: - 36 -�`7 GK 4" TOP -CHORD a_ w TYP. FLAT FLOOR TRUSS END DETAIL SCALE: 3/4 " =1' -0" APPROVED TRUSS ANCHOR 13Y DUILDER SQUARE CUT FASCIA HEEL HEIGHT= 2x6 STD. TOP = 2x4 MIN. DOTTOM = 2x4 MIN ALL TRUSS SPACING @ 24" 0. C. UNLESS OTHERWISE SPECIFIED. SHOP DRAWING APPROVAL THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREUIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU APproved Dote: DATE: 1 -27 -03 DRS. H. MAC x N 0 0 1' -6" TYPICAL >] OVERHANG O 0 ROOF 'TRUSS END DETAIL. SCALE: 314 " =l' -0' 12 4.5 MARTINEZ TRUSS CO., INC. ph. 883-6261 9280 N 1 SOUTH RIVER Di !NMI FL 33166 CC0958 J. kARTIINEZ FAX (305)885-2925 F ,EH ONH, Inc. JOB NAIE: NEW RESIDENCE. JOB ADDRESS : 5xx N.E. 96 ST, MIAMI, FLORIDA. 3 —D VIEW REV. DATE: SCALE : AS SHOWN DRAWING Nl[ 8 R :304 933 ELEV. 1q' -10" TOP OF T D. ( VAP1E5 ) R U{R REGISIER'(.D cTFL[I. EVER SINE Ix FL(>Ril if MS 33a `I:\ X19.''ESi1N. fE 33331 TYP JUN 1 2 '20`3 2 95 5/16" 1\1"ERIUR MAX 96 11/16" MAX - 3Y Sr OD 3UCK 79" MAX DL .1 3/4" ...• / r . . • . 2 T( `,/nriD SUCK 4 9/16" PLEASE SEE "GLAZING DETAIL" DRAWING :t31-1034- SHEET 2 r6 V/ SILIC EXT . 1 1/4" 1 / 4" R NE it995 LMIS: UNLESS [RAC. : C. [X1RUSIONS: UNLESS NOIED, SID. COX FNG1NrER POE COUNTY I4(IDIFICA IFINS C INn.TFR Al 'JAS Pill YSIYRair 9111/)') RS B lAnnrfl SI-iFF r inirm RS A [IR. I I PAR I .r1.4:.),E: ■•t PRODUCT RENEWEI ACCEPTANCE \ • EXPIRATION DA Apbc104' C ItC RilVISIENS _4 By PRODUCT CONTROL L ' ION 13UELDING CODE COMPLIANCE 0 i•TIE. ENrERGY UAL EDGE SIDI'Llit (C-C) OR. R.S 1 WE 7-29-97 1 XRU PREM R E 911 E. If r[RSPN PIIISBURG, KS. 66762 TRY SYSTEMS SCA1,1:: '34-EY :IE r r io 1 .111 RE- v —1/1” S► -I;r MAX 95 5/16" MAX %T — RI- -R FIN. F L . is �I { > > • > , , > ^� ; > ° , ° °> > , > ° > > , 0 0 1 > >> \../ 1[l 0 n BUCK f u 7 �.. r l-; LATER' R O 13 y 1 /7I f >; NO S I I_ I C NE 4995 RODUCT RENEWED ACCEPTANCLN.J 03 .0 -coca ODUV CO, R L DIVISIOL LI"ITS: UI,L[SS NOTED, : EC. • [X1RUSIu`(S: U`r'IESS TOTED, SIB. CCXi. ICl_•S. OR 3'I R.S D :S D. R ?1F tif PI11SUG, KS. (576. VIAL I 1:, r�7'� l_1S 1 l D+i 7 -2 9 -S7 I _I\ R1' SvS MS S 0/1/01 W1.1/11 11/11/')11 D IOISDE COUN Y - H11ld ( :nr (r1NS C ADDED TEST RESULrS IAODED SHEET .) A REDRAWN (,/15/9i) RS L iR. I R'f.VISI[INS IOAII IIY PAR1 N0. 6: r`;rFRi,y S1Er1 f DG �f)) . jS fl SCAI.E: 1X. :31 - 1 :3/1 - - E.v • 11 S1-1[_L. T :i 111 , •O P1 VI`;1(TN 11 1 II h Il 111 f■5 RS ' ,.!ODD kEAD JA.' i E!.!-14 Ii 1 / :' x 4 9 /I6' I •Irl_.. NI 11f: OW: fIR f (1fIIVAI I NI C.' .CflvpR'%SSIDN '!EAT1 ? 1 ..-- i r :c sc:;; c,3!1i\I(1 LUxSF,11 ;ZO (l)I•; pi,!I ) U ALU'1iNU1; AS1.A %AL 1 - - I PRExrG\ ' RnND C]R EOU(vALLN r ..:3 /fl' Al Ut'i(N JM A` 1 A(,!,I © ALUI•SlNUrS 31)1•SPER T '.RES OLD I ;•I•; - i5 PREI'; 1 3R.A ID OR E(UIV!11111 - l I/1' x 'I ') /I()' Ca) i r1P CHANNEL I : -o,a 1 i RD•1DOR BRAID - 1 1I/16' - P.0 GA S II ( I 3 STCa SKI 1 : ' r.... ("?3 ' : - y;\ .f if I. 11;1 4,1H r,',1 I' - :,? ::1;) xr n,Ir,)1St11R II111r nU(PSI It air (1) Rill YURI THANT rimy, CPR 1;IASI- 1 - (•E 20 r(I P.`i ro /f l ) (s) •_ ROT TI)I.i CHANNEL ' I rl•' -o 7 I f F.; ,IR',NFI - I II /16' - ,'O (A S11 1 I `% 'A'DOD LOCK BLOCK I EM-09 _..._ 1 '' ,( '3 I /2' NI.... . rLI BE PINE. f1 IOIUIVA1.1 r11 10 STRIKE STILE , 1EI! ) I PRE1.1•;DR BRAND - l 1l /1G' - PO (,A SIF1 I OD 131N5E 5111_E � EI. -05 1 PREI•':u[1R EIRP+,ND - 1 II /16' .. r10 (1A S1111 I 2 LOCK PREP FILLER PI 1 EM - ,0 1PREI1G9R BRAND - O;iO' 1111,1( - INN,. III in 1'111 Y1 IIIYI I n . / ' x 4 ' HINGE 1 F.4 li. R 5R' ND HINGE FIR f O(IIVAI[NII - . 0 9/ f l l I ( . K (S f I 1 I 0 ' „'ODD HINGE J•.1-y3 , E I. - 1;, 11 1/ ,( , 9/16' I•Ifl_. NI Br P(•lf HR 1 OIIIVAI 1 N 15 '•10 - 24 x 1/2' P.H. 1 1 (') SC=E'..,'S PER HINGE lrlr(.I n11f1R 1 (> °10 is 2' r.H.'.'.$. ((>> 5'( ' `-'mss (''Rllll( HINGE JA�a(I Irllll SWUM_ .InraU, W 1)11 1 L.:1 H 11 vx 17' 0C . i' R`AFrf_R O SCRE , .'S fPROUG.I EACH S1r)ELIrc Jn,if IWO SIN1.1IF , 4' I)(I'.1•1 IRIIM ID'. xex 1 7 ' 0 C MERE .F rER • U 1 1 j 16' ; 1, i (!7,S ` % /VNIv?V ;r ' [v . -v:, I =' ER ra ELEv >+ VLF:'.', THY 11 Hi sr.kl: as uSI II nwIl 1 nr:nl lnN'; © -10 x 3/4' F.1- 4.V.5. — 1(2) SCR;_ PER HINGE IN 1(i JAtail i J 1E3 x 2' r'.H.' ,.'.5. (2) SCREC'S Ar EACii SrRIKF: PI_Ar(: . ?) LOCKSET TITAN LOCK 720. SERIES, 11 I1£ /f1(1 SI RIH S 21 `:i0 x 1 3/4' r .H.\,,'.S. 1(2) SCREWS PER HINGE IN{(] .lAMEI ' „'DDD SIDELITE JAl•13 E1•1 -i 3 1 1/ X 4 9 /I6' t•1 N.. r r1 RF” PINE HR 1 :0111vAl 1 HI 0 22' x O0' SINGLE PANEL GLASS E.. -1 rf '1'CR`_l GLASS IIN i'(II_Yf'RI NE 1 Rn) -- 11(: IG-I;1 (11111 I/9 • C 1_cAR rr ;PERJ_D Iti! n s 8 SIDELITE TRH)! (1'DDD) Er1 -20 5/16 x 1/2' MIL. rrI HE PIIN(: (1R f:(JIIIVAI I N ( a) 1 ! nOD CASING Er; 1 1/3• x I.. 8rL. TO DE f'f�`Ir: (i'1 f OUIVAI.l.NI - Ili MS nk'l t.11ll I1lt1(,'■ U' r 'SIC': ;3Y S(d' - ., {BS' AS , : , tuL.I.Irh,S ' ,JDOD SIDELITE HEAD JA.I:3 E.1 -22 1 i /4' x 4 9/16' LIFE. TH fWE PINE HR 1.OIJIVAI I HI 'A'OOD SIDELITE RASE Di-23 11/'.' x 4 9 /16' I•Irl-, rrI Rr PIN[ 11R I 1 NI E£s POLYPROPYLENE LITE i RA'4E 1 1;C -1543, ODL -2 HP Polypropylene' b y rll)I_ > IC) X 1 1/2' PAN HE 4'D SCRE','S ICs PER RRAI•1E �cl`'F:::ci, ic 1 AFlIfk11rl 1.n(:11 (liIk A,,) - f CD1 SIDEL1 TE STILES EI! -•G 15/16' x 1 11/16' NFL. TH RE PINE (1R FOUIVAI 1 '11 ® PIN ,NAIL j/e' ECr !AR., 4' ('1 r END, MAX r3' nc. 11(YRI NIP, 11S1.0 ON MJl1WINS min 11 v —1/1” S► -I;r MAX 95 5/16" MAX %T — RI- -R FIN. F L . is �I { > > • > , , > ^� ; > ° , ° °> > , > ° > > , 0 0 1 > >> \../ 1[l 0 n BUCK f u 7 �.. r l-; LATER' R O 13 y 1 /7I f >; NO S I I_ I C NE 4995 RODUCT RENEWED ACCEPTANCLN.J 03 .0 -coca ODUV CO, R L DIVISIOL LI"ITS: UI,L[SS NOTED, : EC. • [X1RUSIu`(S: U`r'IESS TOTED, SIB. CCXi. ICl_•S. OR 3'I R.S D :S D. R ?1F tif PI11SUG, KS. (576. VIAL I 1:, r�7'� l_1S 1 l D+i 7 -2 9 -S7 I _I\ R1' SvS MS S 0/1/01 W1.1/11 11/11/')11 D IOISDE COUN Y - H11ld ( :nr (r1NS C ADDED TEST RESULrS IAODED SHEET .) A REDRAWN (,/15/9i) RS L iR. I R'f.VISI[INS IOAII IIY PAR1 N0. 6: r`;rFRi,y S1Er1 f DG �f)) . jS fl SCAI.E: 1X. :31 - 1 :3/1 - - E.v • 11 S1-1[_L. T :i 111 , •O P1 VI`;1(TN 11 1 II h Il 111 f■5 RS DC ST C SI 1 x 2" LONG SSA °LCS SEC N3 5 MAX r .,... 1 - 1 17 1./,1' MAX O.C. SPACING 17 1 /;4 MAX O.C. SPACING 17 1/• MAX 0.C. SPACING 17 1 /;,• MAx OC. SPACING "11 17 1 /' MAX O.C. SPACING :0 . 1 I / ?' MINIMUM CM9(0MCN1 I') P(2 Map t Sltl (6) JAM3 p; 1Ct.NA1(. )/16' rI H lnrc9 L/I 1/2' M:N1MU° CM3C9M(NI MAX A 1! 37 1 / MAX ' MAX I yax i 1 1 -7• MAX 4. 144.4 I. ' M AX-- 5' MAX i 1 15" G.C. . 15' 0C. .r" O. T it O�I MAX MAX I MAX r • 0 �I MA X I 1 MAX I !;I 1 11 ;1 1 — i I: i10 x ?" rNV$ ((,) , (ACM INSIDE JAM3 \ T II 17 (1 C 17' O C. 4' MAX ---i Al '; AC H AS1 RACAL TI IRi1W BOL T S'r'i: <E PLATE 10 THE HLAi)1_R T HRESHOLD WITH :11O X 2' FIATHEAD SCREWS N : LS. i.) WDOD BUCKS BY OTHERS. - MUST BE ANCHORED P"�OPERLY TO TRANSFER LOADS TO THE STRUCTURE. 21) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY 11,E FOLLOWING INSTALLATIONS. A.11 WOOD FRAME CONSTRUCTION \JHE RE DOOR St M STCM IS ANCHORED TO A 1Nimu Two 3Y OF ENING. `A D MASONRY OR CONCRETE CONS.TRUCTIDN WHERE OR SYSTEM IS ANCHORED TO A MINIMUM T BY RUCTURAL WOOD BUCK. MASONRY OR CONCRETE CONSTRUCTION WHERE � J 1 1 J \ ' ' f ( r I QAX 1 [ 1 I 15' 0C 1 _i5' CC MAX ' MAX 1 DEOR SYSTEM 1S ANCHORED DIRECTLY 10 CONCRETE D. MASONRY WITH OR W11HDUi A NON- STRUCTURAL [ [ BY WOOD BUCK. 3 ALL ANCHORING SCREWS 1O NO WITH M NIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE 0; 3 /16' PFH TAPCONS WITH 1 1/2" MINIMUM EMBEDMENT INTO MASONRY. 4 GLAZED UNIT MUST BE INSTALLED \11H ', IAM1 -i)ADE COUNTY APPROVED' SHUTTERS 5 THREE STAPLES PER SIDE JA`3 IINIO HI.A1[R ON SIIELIIES A i1 DOOR; [HRH S TAPLES PER JAMB INTO 11 ::RES!:0LD LIN DELVES AND DOOR. LA1Ex SEALANT TO BE APPLIED AT SIDE BY SIDE MBS AND SIDELITES. i)ODR /SIDELITC HEADER, DOOR /SIDCL11E .;AXi3S, AND SIDELITC BASE \ I N I L L \ CQRNERS ARE COPED AND BUTTE?) 8 DOORS SHALL BE PRE - PAINTED 17iiH AN ACRYLIC LATEx '.CATER- BASEDi V [R- REDUCIBLE VHI1[ PRIMER WIT., A DRY FILM 1HICKNESS El G. TO 12 NIL. S FRAMES SHALL BC PRE - PAINTED WITH A WATER -BASED EPDXY PRIMER IH A (:.Y FILM THICKNESS Or OE TO 12 ulL. r 17' I O C 59 II /1G TOP Or• DOGS ID Or COCK 1 0� kL A cl 0 MA X ) �• 0 ' MAX 5' MAx --- ASTRAGAL y � / fl 77 — `J V i)LS GN P`;LSSURL kA I \`1S 11H[R[ VAi[R INrIt1RA11DNI V ER[ VATER Iti(ILIRAi:i1\ REs<U1RE`'E\i IS NEEDED x I R' IS NOT 'SEE ED Positive +48.3 ps +48.3 psi NeQO *ve - 48.a_p51 1 - 43.3 pc IiY..;iS iN",[SS :41;:. 2. roc. : IL. hV,,. 1 9 n rAC1l 3 (7.171'2 f1P11[PNS) I ",. I :S 1 A 1: DD Gi( MDR Coxr lc,uRA1!DNS I:?/ :9751 1', i III: I ::IVISI?1NS I r,..,;% 1 [XIZ:SIIFNS Ii1[[SS `11[11. S1D. £i1' 1. 1[11 LN[ l Nr r R — 140 1 ./2' MAX 7L ' 7 - 3 7Th ,? `11 J 1 REM - R 5iI (. J(rr MI.); 3 ;(1, KS. 5575? r T i - MAx J j-- : -.--G• VAX 15' C. ■ 15' �C MAX 1' 0 . MAX 1 MAX I MAX I MAX I 3—, I I ' l e 7 :b' c 1 : 1 or :S Q_ w:wGC 1 I T j_ ' o �. ' 0 c1 +13 Y 2' rILVS 1 (,) 1N (ACM MID( JA"9 P(ASPn. )(q I(v1CI W4.4 COCKIER 425CL 7 :0 SCPICS ita 041 a- 0 ,c...;1 MAX MAX u? M O C AX V-5' MAX 338 x LONG IN ALL REMAINING HOLES 1(2 x I :l/ •• L P N G ATP. AD SCREWS L i 1 1 I C,,I1 6-15 -9G 1 ENTRY SYSTEEMS c—' 15' 0 C _ — _ 15' 0 C - -�' MAX .-- MA X 1 1 ' \ \ I S ` \ ' ' ) I\ / V_ V t SV L. (6; -' :/:5• ;try s .)1 1/ 2 MAX ••— `' Ili I A 1 I 20 7/0 X 7S:';;;. MAx DLO 1111 / ;II I!. ,. I 1 1 j 1 I ! 1111 MAX MAX V x.l OU T S Vi\ G MA it r •/2" . 2' L ^NG 5 JG 11/15" MAX L H. OUT SWING PRODUCT RENEWEI ACCEPTANCE v0. �� \ \ • V\ EXPIRATION DArI�°fr^��l PRODUCT CONTROL DIVISION BUILDING CODE COMPLL•LVC£ OFI•TCp C. j :AD( cnuNlr 1,7..A1 IONS KIK (XL) M.A.( )(IV v/I :X(11(5 1SC;:[ NI.S. 31- 1034 —ENi —P SHEET 1 ET 0/ VISi9S 1i i 17/27/.1 1 4 9/1() 1/A• S ) MAX 1/2" GLASS BITE - ?(.) 7/0' HA X ) :17 4 M X 35 3/4' r4Ax GLAZING DETAIL sHER ILL 1AmS 350A [MERIN GRADE LATEX CAUL< 1/3' TEXPERED GLASS 33 3/4' m A x •. • . • . • - • • - • • • • .-- • •- • •. t 3/ 4' 477.7 • ( EXITRIGR ■•■AX (.3 X'/. '' -'AX INTERIOR L- SLTILJN! F 74 3/4' M.AX 0 X rr L'1RXflON DAT 35 3/4• P.Ax :q1v • , . ; ; . : :• : ; : ;•:: ••• OTHER nNFIGURATIONS PRODUCT RENEWED ACCEPTANCE Na. 01- 1 031%0'4 5 PRODUCT CONTROL DIVISIO1 I3UII DING CODE COMPLIANCE OFFICE 112' ' c rc 1 tOIA L—A1E_ lXIS :NJ : AA( (IlkSr.NS 64.(SS ■C::(1 Si! M1. 11:1 r■rivrc I •A't 7-29-971 ( PRO.11)(JR LNiRY SYS FLMS 3 / 1 / 4 ' 3/4' !IR MA X C Tr (.1.) P41 A,4 7 4' MAX XX. DAD( COON IT H(11)1, 1(41 [(INS VAS Suf.C( Pr,ORAV 2 X. flf vIsl) 1111IR .11 Arii,lo _ r ti t.r.-Ktimaiust.put LLS_A) VI.A( I • I"U_S :31 smr1;! () DC VI,. 1, / I, • ••■ ••• r•C I KA. :• ...cr ,t• L X X 1 • _ • I,- ■ "H[r BY BUILDNO CODE COMPL ODUCT CONTROL D - I I ..1 PRODUCT RENEWED ACCEPTANCE o. Yqo . EXPIRATI N Grob ON E OFTICE 1 ••■ PlJ ISj f , KS. 6)7 v X f (jJ1S: 1 [5 49i[D, RC. : • [MUSH 01[SS QI(1), SID eDil. FNI;INTFIR: 1 .. A. G.R. BT 7/30/01 I ENTRY SYSTIMS (\ s ,•••— 1 • , 1 LIR. 1 1 PAR( X. Rf. V IS If INS V V A A SCAT 5A11 BY — f ro; PD -10 00 I'D -3:i <.).) D/16 V.) 1 .3/1.6" vx • 0 13LANK 11.1P -I'ANL1. PD -19 9 9 I 00 P D-36 f\ I 1i 36" V n x 0 00 PO -3 0 PD -20 PD -37 HEM ❑ ❑ LID 6-PAN. 1[7 I_ SL -2.0 SL -30 r t PD - % PD -21 PD -38 a L) -P( ` S - Y _F S SL -60 SL-53 Z P D-22 PD -39 P D - PD -6 SL SL -65.A P 0-23 `o'n PD -'.0 - ail 00 00 00 00 00 P0-7 PD -24 i7 t -- ' 00 PD -4 1 000 0 000 000 000 uuu 18- PANEL 1 0 SI_ -699 PD-8 PD -25 P D-42 FLUSH SL -69C PD -2G 00 0D E ED 9- PAN ''L Ll SL -25 PD -9 PD -10 iii' ii PD -27 PD-43A SL-55 CRGSS3UCK PD-11 PD -28 SL -303 PD-433 S - PD -12 PD -29 12- PC•\ SL-'90A P3 - 13 PD -30 -PANEL" PD-14 PD -31 PO -15 PD -32 00 P"N L 5-PANEL \^ /SCRULL SL -903 SL-90C • SL -300 PD -16 PO 17 PD -33 00 5-1'r1Vf - I>APII 1 YI III:I P' PRODUCT RENEWED ACCEPTANCE No. 01- I ()) •Q` . EXPIRATION DATE 0 r S 6Q = Uy 1 PRO U CON"1ROLDIVlStON ilUlf _D[NC COIF COMPLIANCE O1 FICL L-30C HI 0[1 P0-34 0 fI lIYI1S (J';:[SS f ji[t, r 1 . • [£C ; G (X12USIG\S U`IESS S11 CC'.l. JQ'S. rNr.1NErR; Ri.V IS lIl`IS PART `N4[ PRF)•P01P 1)(.11.1R lIP[ S l. - I SL 110 1 Ls1[ I /30/01 f R SY ID. PREMDER ENTRY SYSIEMS 911 [. 1[i[2S[ PI1 6676? :31- S I Sfr111:: 1c3/1 IEE T G Iar• C I RI:VISITI 11.111R N,T,S (1) LAYER OF %g" TYPE "X" GYP. BD. ADHERED TO STEEL COLUMN 3 — Y2 " x 3 42" x Y4 CONC. FILLED STEEL COLUMN STEEL COL. FTRE RATED PROTECTION N N Q '4 V - 1 0 " 3' -4" 1' -5 ", 2 ' -a11 all WO. STAIR TO BE PREFAB MANUFACTURER TO 8U13MIT SHOP DWGS. FOR APPROVAL. 4 -4 ' // � R 1 -J 'En PORCH 12" dra. COL. (TYP.) 14' -2" 0 It- STAIR SEE DtL. 6 ... !- 2 I T 81. 8 -0" 10' -2" a ll SCALE 1/4' = 1' -0" R2' -4" 2 -0" ARCH. 36" x 20" ATTIC ACCESS. STEEL COL. 1 E;r. FR. PROTECTION IEEE oil. AF30Y SECOND FLOOR PROJECTION LINE 5 -0" L 14'- PALM I L Y ROOM / ARCH. �l 10 DINING ROOM LIVING ROOM ELEV. +925' ;3 1. 0 " 81, GROUND FLOOR PIAN 5' -0" 2' - 11" 1 a't 1- r GREE9 c �� o 9 CJ T r (,, c0 't - _ f " 9 c0 v Q in f • ( 0) m !01 -0 " 4 1 i 36 "x 20" ATTIC ACCESS. 3EDROOM * 3 O 0 II 4' -0"" J NICHE 1 ,4U • • 2' -11" CL. PC-2 '0 0 0 m 51-0' 14' -6" • 5' -0" M,431t R BEDROOM BEDROOM 2 0 0 0 BATHROOM I I E3EDROOM 1 2 -11" 1 11: In 19 RISERS 1" = II' • 111 -10 �I 42" RAILING 4" 0 5' -0" 301 -011 SCALE' 1/4' = 1' -0" Roo: BELOW 15'•8 15 -10" 11' -2" SECOND FLOOp. PLAN C GF2EE8 6REE3 Mr Date Of Issue 03/30/03 Drawn By NAVIPA Checked By V. MARZO Scale AS SHOWN Job Number SHE . `�fJ 20 FIL AME: Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 PI_ MIAMI SHORES, FLORIDA. Sheet Number AO2 E,„ cf) WINDOW NUMBER DOOR SCHEDULE DOOR NUMBER TYPE SIZE WIDTH HEIGHT WIDTH 1 HEIGHT THICK THR REMARKS SWING 2 (34 ") 96" 1 -3/4" AL. SOLID wen,. 31" 50 - St-1 24 12" e0" 1 -3/4" AL. FRENCH TYPE CAT. II- SAFETY 6LA88 3 32" 80" I -1/4" MARBLE HOLLOW CORE 80 -5/S" R 34 E G 32" 80" I -1/4" - HOLLOW CORE g 3`1" 50-5/8" 36" 80" I -1/4" - » .h1-•mil LdUg MTL. FULL LOUVER TINTED cm 11 (FIELD MEASURE) m DYFOLD 18" e0" - - 0 FIXED 37" 30" 80" - - MTL. FULL LOUVERS 96" CAT 11 (FIELD MEASURE) m 0 12" e0" - - MTL. FULL LOUVERS 0 24" 6' -8" - - GLASS CAT. 11- SAFETY GLASS t0 48" 80" - - MTL. FULL LOUVERS ' n POCKET 30" 80" - - HOLLOW CORE IIIB 0 tfia%O 72. Son ., — HoLc,otu Cow MTL. FULL LOUVER Ei3YFOLD 60" 80" - D tS rFQLD 36" 80" - I MIL. FULL LOUVER 0111 4 4 4 8 `-- -' f t7L W Core, Iro 1 NOTE ; 3: EVERY CLOSET DOOR LATCH S1 - 4ALL gE SUCH THAT CHILDREN DOOR FROM INSIDE THE CLOSET. (2I - 2.43 NFPA 101) • EVERY OATl4ROOM DOOR LOCK SHALL- E3E DE3f6NED TO OF THE LOCKED DOOR FF.OM THE OUTSIDE IN AN EMERGENCY 44 NO LOCKING DEVICE. CONTRACTOR TO SUBMIT S4-HOP DRAWINGS 4 PCA FOR APPROVAL. CAN OPEN THE PERMIT THE OPENING (21 -2,44 NFPA 101) N,T,S (1) LAYER OF %g" TYPE "X" GYP. BD. ADHERED TO STEEL COLUMN 3 — Y2 " x 3 42" x Y4 CONC. FILLED STEEL COLUMN STEEL COL. FTRE RATED PROTECTION N N Q '4 V - 1 0 " 3' -4" 1' -5 ", 2 ' -a11 all WO. STAIR TO BE PREFAB MANUFACTURER TO 8U13MIT SHOP DWGS. FOR APPROVAL. 4 -4 ' // � R 1 -J 'En PORCH 12" dra. COL. (TYP.) 14' -2" 0 It- STAIR SEE DtL. 6 ... !- 2 I T 81. 8 -0" 10' -2" a ll SCALE 1/4' = 1' -0" R2' -4" 2 -0" ARCH. 36" x 20" ATTIC ACCESS. STEEL COL. 1 E;r. FR. PROTECTION IEEE oil. AF30Y SECOND FLOOR PROJECTION LINE 5 -0" L 14'- PALM I L Y ROOM / ARCH. �l 10 DINING ROOM LIVING ROOM ELEV. +925' ;3 1. 0 " 81, GROUND FLOOR PIAN 5' -0" 2' - 11" 1 a't 1- r GREE9 c �� o 9 CJ T r (,, c0 't - _ f " 9 c0 v Q in f • ( 0) m !01 -0 " 4 1 i 36 "x 20" ATTIC ACCESS. 3EDROOM * 3 O 0 II 4' -0"" J NICHE 1 ,4U • • 2' -11" CL. PC-2 '0 0 0 m 51-0' 14' -6" • 5' -0" M,431t R BEDROOM BEDROOM 2 0 0 0 BATHROOM I I E3EDROOM 1 2 -11" 1 11: In 19 RISERS 1" = II' • 111 -10 �I 42" RAILING 4" 0 5' -0" 301 -011 SCALE' 1/4' = 1' -0" Roo: BELOW 15'•8 15 -10" 11' -2" SECOND FLOOp. PLAN C GF2EE8 6REE3 Mr Date Of Issue 03/30/03 Drawn By NAVIPA Checked By V. MARZO Scale AS SHOWN Job Number SHE . `�fJ 20 FIL AME: Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 PI_ MIAMI SHORES, FLORIDA. Sheet Number AO2 E,„ cf) WINDOW NUMBER WINDOW r Yr 1 SCHEDULE — SIZE REMARKS WIDTH HEIGHT 0 6I•GLE HUNG 26 f/2" 50 -5/8" 1 SH 1/2 34 FIXED 44" 60" CA1.II, FIELD VERIFY HI 0 SINGLE HUNG 31" 50 - St-1 24 FIXED 44" 14 -1/4" FIELD VERIFY CAT. 11 mi HOR SLIDING 62" 80 -5/S" R 34 E G HOR SLIDING 96" 48" R 8040 W /MANSON 0 FIXED 3`1" 50-5/8" TINTED FIxED 60" 130 - 13/8" TINTED cm 11 (FIELD MEASURE) m K FIXED 50" 12" CAT II (FIELD MEASURE)'. 0 FIXED 37" 12" CAT II (FIELD MEASURE) " FIXED 31" 96" CAT 11 (FIELD MEASURE) m 0 FIXED 24" 12" FIELD MEASURE NOTES: '1E1' MEANS EGREE3, AND ANY BEDROOM WINDOW SHALL 5;;E OPERABLE FROM INSIDE WITH A CLEAR OPENING OP NO LESS THAN 20" IN WIDTH AND 24" IN HEIGHT 1 5.1 2F. CLEAR NFPA 101 21 -2236 4 " PROVI e<1, E rY GLASS CAT. I I CONTRACTOR TO 3UBMITT PCA FOR APPROVAL. SHUTTERS NOTES: CONTRACTOR MUST PROVIDE MADE COUNTY PRODUCT CONTROL APPROVED SHUTTERS FOR ALL WINDOWS AND DOOR OPENINGS, AND THEY MUST 13E INSTALLED AS MANUFACTURER SPECIFICATIONS (SEPARATED PERMIT 13 REOUER D) N,T,S (1) LAYER OF %g" TYPE "X" GYP. BD. ADHERED TO STEEL COLUMN 3 — Y2 " x 3 42" x Y4 CONC. FILLED STEEL COLUMN STEEL COL. FTRE RATED PROTECTION N N Q '4 V - 1 0 " 3' -4" 1' -5 ", 2 ' -a11 all WO. STAIR TO BE PREFAB MANUFACTURER TO 8U13MIT SHOP DWGS. FOR APPROVAL. 4 -4 ' // � R 1 -J 'En PORCH 12" dra. COL. (TYP.) 14' -2" 0 It- STAIR SEE DtL. 6 ... !- 2 I T 81. 8 -0" 10' -2" a ll SCALE 1/4' = 1' -0" R2' -4" 2 -0" ARCH. 36" x 20" ATTIC ACCESS. STEEL COL. 1 E;r. FR. PROTECTION IEEE oil. AF30Y SECOND FLOOR PROJECTION LINE 5 -0" L 14'- PALM I L Y ROOM / ARCH. �l 10 DINING ROOM LIVING ROOM ELEV. +925' ;3 1. 0 " 81, GROUND FLOOR PIAN 5' -0" 2' - 11" 1 a't 1- r GREE9 c �� o 9 CJ T r (,, c0 't - _ f " 9 c0 v Q in f • ( 0) m !01 -0 " 4 1 i 36 "x 20" ATTIC ACCESS. 3EDROOM * 3 O 0 II 4' -0"" J NICHE 1 ,4U • • 2' -11" CL. PC-2 '0 0 0 m 51-0' 14' -6" • 5' -0" M,431t R BEDROOM BEDROOM 2 0 0 0 BATHROOM I I E3EDROOM 1 2 -11" 1 11: In 19 RISERS 1" = II' • 111 -10 �I 42" RAILING 4" 0 5' -0" 301 -011 SCALE' 1/4' = 1' -0" Roo: BELOW 15'•8 15 -10" 11' -2" SECOND FLOOp. PLAN C GF2EE8 6REE3 Mr Date Of Issue 03/30/03 Drawn By NAVIPA Checked By V. MARZO Scale AS SHOWN Job Number SHE . `�fJ 20 FIL AME: Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 PI_ MIAMI SHORES, FLORIDA. Sheet Number AO2 E,„ cf) Date Of 1331J0 03/30/03 Drawn By NAVIPA Checked By VMARZO sole AS SHOWN Job Market SHEET AFC A -32 EDEN AFC A -32 A -21 4 B4T4. • 4 -21 wp A -33 TO OUTSIDE SPOT LIGI.4T6 A -40 FRONT LANDSC. LTS. AA A-ro /�I A.PA - / / i ce --- - - - -i / L / _♦ / \ / 4-3 � • / / �� / V1,1 STAIR A 1=C - A -2/4 -23/2' RS \/ =21 ,J,A -21 A -.21 A -38 /"5( 1 1 /N- i A -21 8 A -31 db s A -13 GPI A -33 FAMILY ROOM I A--27 GROUND FLOOR ELECTRICAL PLAN SCALE' 1/4' = 1' -0' CONC. SLAIE5 (SEE DTL.) A -35 A -37 0 • •ii !■ WIG I Aj33 A- 1 A - 15 t 4 -21 0Ef3- BEDROOM " 3 ► • /1 \ A -31 i 1F A -35 A -30 4 -30 AFC ,4 4 -30 0 = AFG AFC Nt 1 OPE A -30 AFC AFC__ 0 Our i i A -35 -- - OWN_ 3 i A -31 3w / - EA l p J A -33 CIF I 439 / wp 51 AFC A -28 � - AFC ED' 4 -28 AFC // 4 -28 / / / A -21 0 AIL FC -2 -21 -0 4 -35 4 -35 / / / BEE, OOM # 2 AFC 1 4 -26 / / q / AFC � A -26 TERRACE AFC A -26 db AFC 4 -26 439 AFC MAVgR 5EDROOM - / 91),A-24 / AFC 0 A -21 A 24- 4 -35 -35 0,411NR00N., A -35 ♦` 439�� ♦ \\ 4 -35 1 BEDROOM # 1 A -24 AFC AFC A -28 A AFC A -28 AFC A -26 AFC 4 -26 A -24 AFC A -24 AFC r1 1 11 - 1 / / r . A -35 / SCALES 1/4' = 1' -0' J SECOND FLOOR ELECTRICAL PLAN A -35 • 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A -35 4 co Project Owner LAURA M AJ- FR DERONI~, INC 20/5S N.E. 30 PL MIAMI SNORES, FLORIDA E-01 Date Of Issue 03/30/03 Dom By NAVIPA (locked By VMARZO Sege AS SHOWN job Number SHEET No. M.01 of 20 ;i1.E NAME 6" 6M.D130 GA) UP TO WALL CAP FR5OVIDE BACK DRAFT DMPR. l L 0 KITCHEN EXEC. FAN 100 GPM -1 by owner) DEN riQJ[ L { KITGNEN 12x8 C12 200 CF11 -\ E3AT1-1. EP- 6x6 "D 50 C 10x10 RAG SCALE: 1/4' = 1' -0' 1 4" E-- 10x8 CD 150 ail FULL LOJV{tER DOOR 10x10 8" _ 1(0x10 CD 150 CFM FAMILY ROOM DINING ROOM 12x8 CD 200 CFM 10 CD 150 CFM 10x10 CD 150 CFM GROUND FLOOR A/C DIAGRAM 1 EP -1 CEILING EXEC. FAN 50 CFM BROAN 610(or eq.) w/ 4" EXN. DUCT UP TO ROOF CAP TERMINATE 6" ABOVE ROOF 4 PROVIDE BACK DRAFT DMPF2 EF -2 CEILING EXN. FAN 50 CFM +✓RCAN 6101 or eq.) w/ 4" EXI-4. DUCT UP TO WALL CAP PROVIDE BACK -DRAFT DMPF2 1 6x6 CD 50 CFM (0° SCALE1 1/4' = 1' -0' MAZtER E3A1r1-4ROOM I0x6 CD 100 CFM 10x10 RAG E3FD12OOM is 3 10x8 CD 150 GPM OF 10x0 CD 150 CFM 8 0 I ©x10 !2x10 -> 1(0x6 CD 125 CFM 10x6 CD 125 CFM 18x12 RAG 10x10 RAGS 4" EXNDRYEI2 DUCT' UP TO F2OOP CAP TERMINATE 6" ABOVE ROOF, PROVIDE E3ACK DRAFT DMPR. MA8TER BEDROOM E3EDROOM 4 . 2 10x8 CD 150 CFM BATHROOM 6x6 GD 50 qFM -r 1 k3 E D ROOM * 1 SECOND FLOOR A/C DIAGRAM 0 1 1 E rx.1 -) CC Project Owner LAURA MAAL FR/DtROt*, INC 20551.4E30 PL MIAMI SIiORES, FLORIDA Sheet Number wo1 3" cts FROM SECOND FLOOR 2 "46•tD PIPE TO OUTSIDE BLDG. TEF�MINATE 6" 4130 GRADE FROM SECOND FLOOR SEE SITE PLAN FOR SEPTIC TANK AND DRAIN FIELD LOCATION 2 "VTR 2 "VTR RORCN 1 l eio] l r,0 p.1 4 C rd.") 1 ,. COL_ 10 3" (2fu) 4" (2fu) ./ 3 " SAN. f PE PROM 2nd. f I. CO 2" A/C-CO PROM SECOND FLOOR _ . 3" BAN. PPIP4 ;, FROM 2nd. P6 FAMILY ROOM DINING ROOM LIVING ROOM GROUND FLOOR SANITARY DIAGRAM SCALE! 1/4' = 1 / -0 DN. TO GROUND PLOOR 9 2''VtR BEDROOM a 3 OPE pLOUJ 3" SAN. PIP DOWN TERRACE '2 "VTR MASTER BEDROOM ISEI ROOM o 2 3" (l 3 1! (4ru) tijMr wreo BATPROON1 BEDROOM o 1 ( I co P -2 j 1 1 SECON1TJ FLOOR SANITARY DUG SCALE, 1/4' = 11_0' d 4 Sheet N PiO1 Dote Of Issue 06/13/03 LOWES FLOOR ELEVATION GARAGE /STORAGE FLOOR ELEVATION ADJACENT GRADE ELEVATION SWALE AREA ELEVATION PROPOSED 9.25' 5.15' 8.25' 125' Dote Of Issue 06/13/03 Drawn By NAVIPA Checked By V.MARZO Scale AS SHOWN Job Number SHEET No. A -01 of 20 FILE NAME: GENERAL NOTES AND SPECS. I. ALL UUORKS MUST BE ACCORDING TO THE F.B.C. AND ANY OTHER APPICABLE FEDERAL, LOCAL OR UTILITY ORDINANCES. 2. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMENCING WORK. N CASE OF ANY DISCREPANCY THE ARCH/ENGINEER MUST NOTIFIED IN WRITING BEFORE PRECEEDING WITH THE WORK. 3. THE CONTRACTOR MUST OBTAIN AND PAID FOR ALL REQUIRED INSPECTIONS, PERMITS AND FEES. 4. THE CONTRACTOR 15 TO BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES SEQUENCES, PROCEDURES, AND SAFETY REGULATIONS iN CONNECTION WITH THE WORK 5. THE: CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND UTILITY LINES, IF ANY, FROM ALL DAMAGES. 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE, 1. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE TO ASSURE MINIMUM INTERFERE=NCE WITH STREETS AND WALKS. S. ALL LOCKS, FiNISH HARDWARE:, DOORS AND WINDOWS MUST COMPLY WITH BURGLAR INTRUSION SECURITY REGULATIONS. SUBTITUTiONS TO SPECIFIED PRODUCTS AND/ OR MATERIALS BY WRITTEN REQUEST, AND SUBJECT TO APPROVAL BY ARCH /END. 10. MANUFACTURERS TO PROVIDE SHOP DWGS. TO BE APPROVED BY THE ARCH /ENGINEER. A SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL, WHEN APPLICABLE, 15 REQUIRED FCR THE FOLLOWING ITEMS. STORM SHUTTERS - WOOD TRUSSES - HANDRAILS ROOFING • WINDOWS / MULLIONS • DOORS SOiL STATEMENT: INSPECTION ON THE SITE:, INDICATES UNDISTURBED SAND WITH A BEARING VALUE OF 2 000 P.S.F. SHOULD OTHER CONDITIONS OF MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. TI-4E ENGINEER HAS TO SUBMIT A SIGN AND SEAL LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED, AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN 15 BASED. THE ENGINEER MUST SUBMIT TO THE MIAMI SHORES BUILDING INSPECTOR A LETTER REFLECTING THAT THE FILL SUPPORTING SLAB ON GRADE, HAS BEEN COMPACTED TO A MIN. OF JS% DENSITY. SECURITY AND FORCED ENTRY PREVENTION I. - ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED iN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS AS SET FORTH N THE SOUTH FLORIDA BUILDING CODE. 2.- ALL SINGLE EXTERIOR SWING DOOR SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MIN. OF 6 000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SiNGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 3. THE ACTIVE: LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE THE SAME LOCK (5) A5 REQUIRED FOR EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH MIN. THRU -BOLTS WITH INSERTS. 4. -JAMBS OP ALL EXTERIOR OFFSET TYPE N SWING DOORS SHALL BE REBBETD OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND INTEGRITY OF THE LOCKS AND LATCHES. 5.- HINCHES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE= NON - REMOVABLE PiNS AND NON - EXPOSED SCREWS. 6.- GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICANNATIONAL STANDARDS INSTITUTE'S STANDARD 291.1 1. VISION PANEL EXTERIOR OTHER THAN GLAZING WITHIN 40' OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL INSTITUTE'S STANDARD. 8.- WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSSITION AND 50 A5 TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MACS ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 13033. EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDDING A FORGE OF 150 L53 APPLIED N ANY OPERABLE DIRECTION. 9.- FRONT MAiN E=NTRANCE DOORS SHALL SE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. SPUTTER NOTE: CONTRACTOR MUST PROVIDE DADE COUNTY PRODUCT CONTROL FOR APPROVED SHUTTERS AT ALL WINDOW AND DOOR OPENINGS, AND THEY MUST BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS (SEPARATE PERMIT 15 REQ.) TERMITE PROTECTiON: CONTRACTOR TO TREAT THE SOIL AGAINST SUBTERRANEAN TERMITES AND SUBMIT TO Tt4E BUILDING DEPARTMENT A CERTIFICATE OF COMPLIANCE FROM A LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWINGS STATEMENT, THE BUILDING 1-145 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND SERVICES" ZONING LEGEND Single Family ZONING_ R -11.5 Height ( to ridge or roof ) Net Land Area Lot Coverage (everything under roof) SETBACKS: REQ. FRONT SIDE (LU) SIDE (E) REAR NOTICE: 25' 10 10' 15' 21,5' 1,125 SP 30 % ( 1140 Sr RESIDENCE) (400 SF CAR GAR,GE) PROVIDED 30' 10' 10' 63' Area adjacent to lake or Chanel to be graded so as to prevent direct overland discharge of stormwater Into lake or canal. Lot will be graded so as to prevent direct overland discharge or s tormwater onto adjacent property. Applicant will provide certifi- cation prior to final inspection. ANY APPLICABLE RESOLUTIONS In addition to the requirements of this permit, there may be addl- tlonalrestrictlona applicable to this property that may be found in the Public Records of' this County.Sectlon 553.19(10), Florida Status, Effective 1/10/31. A s eparate permit will be required For all driway approaches or.to public right of way. Contact Public Works Department, The height of fences , wall and hedges shall not exceed 2.5 Feet in height within 10 feet of the edge of any driveway leading to a right of way. The height of fences Is being measured from grade. Grade : Elevation of publlc sidewalk or crown of' road FLOOD LEGEND Residential New Construction ADDRESS: 5XX N.E. 36th STREET LOT: 6 BLOCK: 54 PLAT BLOCK: 10 PAGE: 31 (SEE LEGAL DESCRIPTION THIS SHEET) HIGHEST CROWN OF ROAD ELEV.: - -- FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: MANUCY 4 A550C. eURYETCR'S NAME PLS LiC 4982 ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD ELEVATION. (E3F.E.) ALL AREAS BELOW B.F.E. SHALL SE PROVIDE 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. WILL SE EQUIPPED WITH SCREENS OR LOUVERS, FLOOD RESISTANT MATERIALS WILL SE USED BELOW B.F.E. ALTERNATIVELY, CERTIFICATION BY JUAN- B- ORDONEZ- PE. ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. THE SITE WILL SE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL E3E CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. NOTE: REAR YARD 50'X555' GARAGE BLDG. 400 SF. 2815 X20% 515 SF. 515 SF. > 400 SF. \ B01 5P of \ UNOBSTRUCTED \ AREA / / / / / 5' -0" / / / REAR OF PROPERTY ANALYSIS OF PERCOLATION 511 SF OF D.F. (IS' x 31' -8 ") STRUCTURE 120 SF. (FTGN.) UNOBSTRUCTED AREA 1191 SF. >1142 SF REQ. SEE P -03 FOR DETAILS 4411110' -vr'T ‘ ✓r 5q0' vtl r, / / / / / / 7 / / 511 SF OF D.F. 7 i \ \ \ 390 SF OF / UNOB5TRJCTED AREA / \/ X /\ / \ / \ / / \ STRUCTURE (FTGN.) 1 la$ \ / \ • fif 5' -0 DRAIN FIELD 511 SF. (11')(33') (SEE P -03 FOR DETAILS) SEPTIC TANK 1050 GALS (SEE P -03 FOR DETAILS) SWALE ALONG EAST 4 WE 57 PROPERTY LINES. ✓'( I k•- EL. +8.34' EL• +825' • 5' SIDE WALK 1' PARKWAY- - SWALE. EL. +7.56 EL. +8.16' 6) ENTRANCE • WALKWA 20 -0 Ic : (N z I V• nil 0' [I i 2 -0 I I � I 15' WiDE PAVED ALLEY - F'R PERTY LINE 5 ._.-.b- • •- 20' - 0" SL L 4 I/2 ": 12" I 0' -0" SLOPE 4 22.0' PAVED ROADWAY EAST BOUND N E . T -4 STREET SL. 4 1/2": 12" 1/2 ": 12" SL. 4 1/2 ": 12" ) ERTY LINE 5c•Ol 32' -0" SITE PLAN SCALE 3/32" : f l C J 72 • • WE PROPERTY LINES. LEGAL DESCRIPTION t I; i --1 f • o EL. +8.25' LOT 6, BLK 54 "MIAMI SHORES SECTION "2" P5.10, PG. 31 OF THE PUBLIC RECORDS MIAMI - DADE COUNTY, FLORIDA. 1 EL. +1.9' I" WATER SERVICE OPEN CAR GARAGE EL.+8.25' EXIST. 6'H WD. FENCE EL. +1.98' EL.+1.60' 2 _ I � EL .�I.�� SWALE ALONG EAST 4 i ri) -ti z fn M Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 Pt MIAMI SHORES. FLORIDA. Sheet Number A01 C01011 tnNO, PA?1LL NO SVYYII DAT 0! FDW Mel Lo NI BAS MOOD ELL n . 009 - 3 'J 7- -17 -95 "X" NONE Q cn cn 0 z 0 tn H cn SKETCH OF BOUNDARY SURVEY SCALE: 1 "= 2 0 ' A U 8. o �1 GG.e�� o' s - f'O.so cc/-rid t� 0 ' . ' 1 1 p' a • o.e B4 5ft 1 h --ID f t �Frp �ivL¢ O z LEGAL DESCRIPTION: LOT OF "MIAMI SHORES - SECTION No. 3" ACCORDING TO THE PLAT THEREOF AS RECORDED LN PLAT BOOK 10 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, CER'T'IFIED TO: FRADER ONE, INC, , DRAWN DATE: DATE: REVISIONS: PROPERTY ADDRESS: 03 -04 -185 JOB NUMBER: FIELD BOOK FIELD WORK DATE: 5-2-03 115 -69 6 LOBERTO R. BRIZUELA & ASSOCIATES 121 N.R. 138 th Court MIAMI, FLORIDA 33182 PEONES: (305) 551 -4393 / 225 -1412 FLOOD INSURANCE RATS MAP INFORMATION 5xx N.E. 96th STREET MIAMI SHORES, FLORIDA LOCATION MAP N.T.S. SOURCE ELEVATION RELATIVE TO MEAN SEA $; i OCATOR INDEX /' N -603 BLOCK 54 AT PAGE SUBDIVISION, 37 P. C. P. . PERMANEVTCONT&Ot. mart. F. L P. • POUND IRON PIFB 9.L P. . SST tRON Pin ire STAMPED F. 0. H. . FOND DRILL HO{2 S. D. H. - SET DRILL HOLE GL • CENTER LING Li S.. ISO I cs F. F. E. • PINIiSH Ptooa P1. ATION "LEGEND" n MENT U. E. . w, F, M 3. N. D.. F. N. A- C. E. S.. C. G F. UTILITY EASNT • 71000 FMCS • MEASURE ft SST NAIL & DISC STAMPED P. L. S. POUND NAIL d DISC CONCRETE BLOCK STRUCTURE • ACFDdENt CLEAR • • FIGHT OP WAY • CHAIN LINK MICE PROVIDED SY DADA COUNTY SURVEY DEPARTMENT LEVEL NATIONAL GEODETIC VERTICAL DATUM OF 1929 BENCHMARK NO. ELEVATION N -603 8.11 r ' HEREBY CEAT'IIYt That the attacbad'SKETC OP SURVEY* of the it boy described prceorty is correct to this beat of req knowl►dta gad bagel u recently aw rsyed made roq dtrSComL atd 61st there us as saareeehmests other tiles thou ebown, and mute the gaunt of the M on Technical Staadards set forth by the Florida Board o<Capd Surveyors in Chapter 81011 of Florida AdminLtrat i Cods. pursuant to 3aotlan 472.1127 of Florida Statutes SURVEYORS NOTES: 1• xaraiaatlos of ABSTRACT OP TPYLE wQA ham to E. made to det.rralae »carded instruments, U av, otNetieg WA_ l• Locatbn sad Idro at h' ss I any, ors axisa is w,crdaaaa •..eith Recorded Plat 3- Ownorahig Is estate is OPINION OP T 11 tZ. 4. T of StcresT •BOUNDARY SURVEY'. I* That Sarney u Not Vail& =Ws Si End and Ser;ed ty the 3oc', of Pawed, S. AS RI& altars shown ars Phalle unless otwiss r.s rvtbL 7. Lends Sa u deearibed 8- d Jnder ui Installations On Iraprorrraea:0 HM Pun Located. ' As No ;i12'.Th LA PROFESSIONAL SUAdrEYOR 8T T OFrat?I A ROBERTO E. 303 5721: inz-eier - ve 9,, „5 T.T.F 0 REITrri: CODE SECT-TON (i) Nee'd 'So ee ,.e / c'ee - e; k1 t 6/ e 6'? $e c. 1 /5 12 teel 411 S ee 15 x . LGi 1 I w ).4 t 1- ex s'IrAp prV t.e 6k1' Pr(ife 44/-1--er5, e • Cide:G.t / PAGE i_ccmo ;/ _5 e /14 /1 1 / / Gl2 5 '1) /kie/4-(e e 0,--- 2 ( V/ I-21 r 4( 6 a-61e e la Aera- de le Me rerd, Ir)dIe' ale 5 lye_ p,--e5:5•eo- 0 1 J'O3A4...4,A • DT CEMS /kfi stie:‘ III el" 64./a • ie,ele () Le ei 3c-;,-- 1, 01, le /JP"4 e, eihrapt - a3) , ls.4 L "z 121,2 4 - — Roec c lith ilitz.) MA,/ goof eeaki.( 14? $1 1 let- 5 1,6P •M e Aqdce:ez-led, e c‘zpet c( • k r - L. / ( 141 4:1-CYCI: d6fe; ? / idy e/e.va M 6 1, J03 frAdere12 - NE ,rte_ OF R_ 'W: .SfV4zGf 3 i= P ±GE L cC'� T 1 O (u7\41E • t /rn 5 `2 3 review v>! /03 2A e 1 Deer; a r-fi; 5 )1 , I z .14. / . >�Y r e Cc,�jr /ever �L beast : / e ra- z tzrs 6/ e4 tp bekc' 'k1 I/1 c / /Ale � ef� v;,7 , 3 raj 3Y: 71 T8T Nu? * * * * *0 CODE S=VL'ON Z/e4.5 `2 3 rto 7 1 - been (� Sub,riI �f ti4 c1 -,- bee,' M >!0 „917,K 0 Z Z 3WI1 350d 390d 3009 70101 Xd /Xl 33OIS .;O3 sm: /511Werer7e — Xxx Mr DA : 7-Z4 -03 T: 7 OF c :vE+c: ;d4 =Y: 77 ELGE _ca Ic?t Cv'�`r�7? i • 4/ 5'. I_ � G o rev ;era of ¢/0 urn; s�'r ed , 1bOd32� NOISSIWSNdbl s / ca lever- .d &ea goof, e radius di ,5ia14 bean =390d 'd133 899608179086 Xl 99 :9T v /LO T2,9 3WI1 ' N0I1O01 3QOW 12Id1S 3flI3 -- •--= �J3WI1 ?L68952,9C8:X;d3 ---- 39b117IA S3 IWCIW:QI 00 :9T 80, b /LC 3WI1 1NI3d ANCHOR BOLT1/2 "X8" ATTACHED TO BLOCK WALL FROM STRINGER A.PP2OV L PERTAINS FEATURES ONLY AN A COMPLETE CHEC OR CliA NOTE, DIMENSIONS MAY VARY AFTER FIELD MEASUREMENTS. C1 i Qunlity Products On Time: MANUFACTURER GENERAL STAIR CORP. 610 WEST 83rd STREET HIALEAH, FL 33014 PHONE, (305)161 -9100 FAX, (305)169 -1201 PROJECT MAAL RESIDENCE TO r .4ER .Ei DOES NOT CCVER < ON Ct iLtiS.CuS TIT £S. - d 3 4 X 4 P.T. POST SECURED TO SLAB W/ STL. POST ANCHOR SHOT W/ DRIVE PINS TO SLAB AND NAILED TO POST. DETAIL D IN0TE, SUBFLOOR ADHESIVE 15 USED IN ADDITION ITO NAILS ON WOOD COMPONENTS. STRINGER IS LAMINATED TO A THICKNESS EQUIVALENT TO THE SIZE OF A 2 X 12 S.YP. AND 15 NAILED TO EACH TREAD iN/ 16d NAILS FROM THIRD LAMINATE TO TREAD. 2 X 2 BLOCKING NAILED TO TREAD AND RISER 2 X BLOCKING NAILED TO STRINGER, RISER, AND TREAD I X SPRUCE 43 OR 3/4' CDX. PLYWD. RISER- 2 X SOUTHERN YELLOW PINE Of (ACTUAL THICKNESS IS 11/2') TREAD. MOOEL CUSTOM CONTRACTOR /DEVELOPER FRADER ONE INC. STRINGER ATTACHED TO LANDING W/ ONE STL. HURRICANE ANCHOR NAILED TO LANDING W/ 8d NAILS AND NAILED TO INSIDE FADE OP STRINGER. DETAIL B DRAWN BY: LES OK'D BY: DATE ISSUED: 05/1 9/03 REVISED: 06/ O6 /03 1 - 24 A. X 1 I /2' SCREWS IN EACH LEG OF I I/2 "X2 I/2'XI/4' L ANGLE 2'X 12' STRINGE DETAIL G 2'X RISER STAIR TO WD. MEMBER RISER ATTACHED TO D. TRUSS OR O. MEMBER W/ (4) - I/2' X 4' LAG SCREWS THROUGH RISER AND THROUGH TRUS W OR D. MEMBER STAIR TO GONG. SLAB RISER ATTACHED TO CONC. SLAB W/ (4)- I/2' X 6' LAG SCREWS W/ LAG SHIELDS OR 1/2' X 6" EXPANSION ANCHORS. LOS \RISE DETAIL ��PR 1�D PRODUCTION BY SHEET 01 I IGN• '' 9/03 N 0 9 2003 D °F 01 ■•■ siurcij OF BOUNDARY SURVEY: SCALE: 1"= 20 Cr Fr1 (,1 61 91-' 7 ' <7, - 1 6, trY a, G- - • ""• I 0 0 C 0 !! o , _ , Sr= • 0 / , 0 / ,--.1 .--_. G - ' f('- ; Zoning Approved '5£ Q'' ' c ct: Date Of Issue 04/20/05 Drawn By NAVIPA Checked By V.MARZO Scale AS SHOWN Job Number SHEET Na 1 of 1 FILE NAME ASPI-IALT 2' -10" SECTION SCALE: NTS oo' 12 13 50 00' 50 00' 50.00' 1 14 1 -1/2" x 1 -1/2" x 1/4" BOTT. TRACK 50.00' N E. 10 15 50 00' N.E. 96th STEEL PLATE 4" x 1/4" 50 00' 50 00' 9 16 1j11i�, .��illl 50 00' 8 17 50 00' 50 00' 7 ALLEY 18 50 00' 11/2" x 1 -1/2" x 1/4" BO r1:TRACK (SEE SECTION BELOW) 19 50 00' 50 00' 5 20 50, 00' 50 00' 4 21 50 00' 50 00' 3 50 00' 22 STREET 50 00' 50 00' 95th STREET LOCATION MAP N.T.S. 1' -6" 4" SCALE : 1/2" 1' -0" Clearance between picket3 to reject 4" bbject5. 0 10' -0" MAX. SCALE: 1/2" = I' -0" 2' -6" VERFY 2 23 t ` - ' 7 ' = " r1 11= 111= 111 =� Ill = 111 f�= ]11 11 {= �1= I11 -m =Tl � 111 =11 _ III -I I 1 11 l- � I 11 =1 I 1 - I 1 =1 I- 111= III =J 1 =7 111= _III - 1 =1 I- III -III 11=111- =111 _ =111 - 111=-111 =111= - 111 =111 111 = 111 =111- 111= -111 = 111-111111 =111= 1 I I- 111= 111 =111 =111 =11 H I 1 =111 = 111-111= 111 -- 1 - 1- - 111 — I 11 — III = 111 = 111 - 111 - -- 1111- -III =111 =111 11=1 1 =IT -ITI =ITI = :1 1 =1 � I =111 =111 =111--111 =111 =1 1 =1 ALUMINUM FENCE. (SUBMIT SHOP DRAWINGS FOR APPROVAL) CONC. FIG. ALUMINUM FENCE DTL. 3" x 3" POST RAIL SLIDING GATE 538' 543' 1 24 0 Lei z GATE MOTOR EXIST. 2- L I VE OAKS TO REMAIN 101 LF. 5' Nt. Picket Fence EXIST. 4 -LIVE OAKS New 36'x 5' Nt. Picket Gate, with self closing and locking hardware 1' PARKWAYS SWALE. 10' -0 11 I I 11 11 I I 30' -0" 4__, I v 5TO1r REST EXIST. CONC. SLAB T. TWO ZY DENCE - 10' - SCOPE OF WORK NEW S' PRIVACY WICKET PENCE AND ELECTRIC SLIDING GATE 1 NEW 2(5'x10') ELECTRIC SLIDING PICKET GATE. (SEE DTL) EXIST 4" CONC. DRIVEWAY. 1 - I 10' -0" PE °'TY LINE 50 .0' PROP RTY LINE \---- 15' WIDE PAVED ALLEY 22.0' PAVED ROADWAY EAST BOUND SCALE: 3/32" = I' -0" 30' -0" N.E. 96 TN STREET SITE PLAN LEGAL DESCRIPTION FROPERTY ADDRESS: 550 N.E. 96th Street, Miami Shore;, Fl U! z LOT 6, BLK 54 "MIAMI SPORES-SECTION *3" SUBDIVISION ACCORDING TO TIDE PLAT TI~EREOF 45 RECORDED IN PLAT BOCK 10, AT PG. 31 OF TI-4E PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NEW 5' PICKET FENCE EL. +1.9' —NEW 22 L.F. 5' Nt. Picket Fence EL. +1.98' 42 F. OF DUMPE AREA EXIST. C.B.S. WALL Project Owner Sheet Number SP -1 LAURA MAAL FRADERONE, INC 20755 NE 34 PL MIAMI SHORES, FLORIDA 13 (N t 5o. 00 14 50. 00' 15 50. 00' i6 50.00' BLOCK 11 50. 00' 13 50. 00' i9 50. 00' 1 20 50.00' 2i 50. 00' 22 50. 00' 23 50.00' 24 t3 54.3a) ONE S iOf1Y S rf UC ruf1E t{ifiraf::.ia AJ k0 .4 # IS E sC� t9 'JCT. :, *r :of iS .:1111 of - nAAit c`. A . tt s t¢ttPt 6t. F,.. ar M oRif 3 kV tins N ∎':t.AAf rl ;s;0 41:.!x1 1 +5::{ • • AEYISI4iS .� v[5� aG „�u TRAFFIC FLC4 PAVED nvAVn�r ., ,JEST BOUND TRAFFIC FLC.4 PAVED ROAC'AAY- N. r. 96 r /CENTERLINE CF 30' RIGHT- CF• :UY /- x -10.3' CRASS 4E01; PAVED ROADWAY EAST BOUND TRAFFIC FI_CW ��--z- Gins° 7 r, `i', CLR3r FOUND 1/2' PIPE (NO CAP) J J S a (NJ J r , J C) -t CI) -3 ' C) 1!J LC J s - r4 rr r' C) IS ) cV -, Cki vi COL :1 m51 )I3 U . (NO CAP) ea Vj 5' CONCi;ETE SIDEWALK t'i`: u. 00'00* E 50. 00' 4 oa 0. 35' ENCR. 3. 10' CLEAR 5C 15' n ALLEY' AICE PAYE ALLEY y ;FOUND '5 PIN (NO CAP) 0.05' CLEAR u C) (NJ (NJ r, (f) 0.15' CLEAR FOUND 1/2' PIPE r( NO CAP) is 1 e s r • 3 to , ?2 J if1IJcyA3f3oc 1 a te5 1111 SpeliGr! / Clrll Str.ctcrat s Enrirr.tentat Er We: s ?f'31 Pals Arr;i., ■ ryiIta 203 'ell aIe , Harm`s 3)f __ -- fll _(*.61 1_tc,51 � fa: ( S KS- t iT:S ^ - ABBREVIATIONS: 1- (R) = RECORD 2- (AA) = MEASURED 3- (C) = CALCULATED 4- P8 = PLAT BOCK 5- PG = PAGE 6- C. 3. S. CGNCPETE BLOCK STUCCO 7- R = RADIUS 8- A - ARC '3- 0 = DELTA 10- C8 = CHM BEARING 11- T = TANGENT 12- C = CHORD 13- + = NUMBER 14- 13 = LAND SURVEYING BUSINESS 15- I;LS = REGISTERED LANG SLRVEYCR 16- PK NAIL = PARKER/ KALON NAIL SIB' 3 3y: r) rj ►1:: 60. 00' (1. (.1 60. 00' in. 00' v12 50. 00' ii 50. 00' 10 50. 00' (3 50.00' N. E. L OCAT/ON MAP B 0 U N D A /7 LEGAL OESCIIIPT ION: S U R Y E Y O SZ S N O! E S: 11- FO = FOUNO 13- IP = IRON PIPE 19- N. T. S. = NOT TO SCALE 20- P.0.3. = POINT OF BEGINNING 2i- P. 0. C. = POINT OF CC :aMENCEMENT 22- EL = ELEVATION 23- NGVO • NATICNAL GEODETIC VERTICAL DATUM 24- 4LS • MEAN SEA LEVEL 25- ENCR. = ENCPOACI <MENT 26 CL R = CLEAR 27- CCNC = CONCRETE 23- R/W = RIGHT -OF -;NAY 29- C/L CENTERLINE 30- ES14T 2 EASEMENT 3i- INV. • INVERT 32 - +0.00C • TOP CF CUR3 ELEVATION 33- .0.003 • 1 301104 CF GUTTER ELEVATION 34- C. L. FENCE • CHAIN LINK FENCE 35- PSi4 = PROFESSIONAL SURVEYORS MAPPER 35- (0) = CEEO ROBERT N. E. 96 S TREE T 50. 00' 95 TR. 50. 00' 5 MANIJCY S ASST 50. 00' 4 S TREE T 1 = 10U' SURVEYOR'S CERi1F1CATtON: l�l 1011 50. 00' :3 50. 00' 2 53. 85 1 Lot 6, Block 54 of 'MIAMI SHORES, SECTION NO. 2', according to the plat thereof as recorded in Plat Book 10, at Page 37, of the Public Records of Miami-Dade County, Florida. 1- Lands shown hereon were not 'abstracted for easements and /or rights -of -way of record, except as shown hereon, if any. 2- No atteJpt was made by this fire to locate underground utilities, footings of buildings, walls or fences, except as shown hereon, if any. 3- There are no encroachments either :lay across property lines, except as shown hereon, if any. 4- the North arrow and bearings shown hereon ore based on an assumed bearing of N. 90 elan' the North line of °lock 54 as per the recorded it of 'MIAMI SHC1ES, SECTION N0. 2', according to the plat thereof as recorded in Plat Book 10, at Page 31, of the Public Records of Miami-Dade County, Florida. 60. 00' ( 0 59. 51' j ti r� I HERE BY CERTIFY THAT: in the professional opinion of the undersigned Professional Surveyor S Mapper In the State of Florida, the following Boundary Survey :seats the requirements of the Minimum Technicel Standards as Sat forth by the Florida Board of Professional Surveyors an' Moppet's In Chapter 61317, Florida Administrative Code, pursuant to Section 412.421, Florida Statutes. Further, this certificate Is based on observations of /laid measurements performed on G - 1 t`l`l'1 and other Information available to the undersigned at the ti:la the Services were rendered. Copies of this 3ound'3ry S vay era not valid Without the seal and the original raised seal of a Florid licensed surveyor and mapper, said embossed cople3 .are for the specific usr. those entities that the Boundary Survey have been certified to. 3Y: -- _ Dated this day of l ek \ ,,, EN 3. 3URfON, SURVEYOR MAPPER NO. 4982, STATE CF FLORIDA 1.9T1 ;f if N . N', KER, SURVEYORS MAPPER NO. 5543, STATE OF FLORIOA. BEIiNABE A. kERNANCE7, SURVEYORS MAPPER NO. 2'31)5, STATE CF FLORIDA CATE: MY 11. 15'A ' ).V J. S. i7tE01.0: A. J. N. .,CfitE: 1' • 15' FIfl3: A :4-i1. `(T. 0 s,�A.3 }43.: 0.?ti 63 �r &At f , 1 S FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: maal residence 5xx ne 96 st. miami, fl maal South 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned tloor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint other SHGC - single pane d. Tint other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N'A c. N'A 9. Wa11 types a. Concrete, Int Insul, Exterior b. NA c. N'A d. N'A e. N'A 10. Ceiling types a. Under Attic New Single family 1 5 No 2843 ft R -0.0, 170.0(p) ft _ c. R =3.0, 2208.0 11 R =19.0, 1537.0 ft c. N'A 1.. Ducts a. Sup: Unc. Ret: Con. Ali: Interior Sup. R =6.0, 150.0 ft b. N'A Glass /Floor Area: 0.25 Total as -built points: 45072 Total base points: 46167 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ((J.: DATE: 3-5 - 3 709.2 ft 0.0 ft 0.0 ft 0.0 ft 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: l 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric St b. N Gncrmi( nitric hl /Vcrcinn• GI PC' u4 T)1 Builder: Permitting Office: Permit Number: Jurisdiction Number: c. Conservation credi (HR -Heat recov Solar DHP- Dedicated heat pump) 15. IiVAC credits (CF- Ceiling fan, CV -Cross ventilation, IiF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) BUILDING OFFICIAL: DATE: PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap: 35.2 kBtuhr SEER: 14.00 Cap: 35.2 kBtuhr SEER: 14.00 Cap: 35.2 kBtuhr COP: 1.00 Cap: 35.2 kBtuhr COP: 1.00 Cap: 66.0 gallons EF: 0.89 BASE , AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X SPM X SOF = Points .18 2843.0 32.50 16631.6 Single, Clear N 2.0 5.0 18,7 33.94 0.88 555.5 Single, Clear N 9.0 6.0 18.0 33.94 0.67 406.6 Single, Clear N 2.0 16.0 44.0 33.94 0.99 1477.1 Single, Clear E 15.0 6.0 13.0 73.03 0.37 355.3 Single, Clear E 2.0 6.0 63.0 73.03 0.86 3954.0 Single, Clear E 2.0 5.0 42.0 73.03 0.81 2479.9 Single, Clear E 2.0 5.0 18.7 73.03 0.81 1104.1 Single, Clear E 2.0 14.0 18.7 73.03 0.98 1342.7 Single, Clear E 2.0 14.0 9.3 73.03 0.98 667.8 Single, Clear E 2.0 14.0 54.0 73.03 0.98 3877.4 Single, Clear S 2.0 16.0 44.0 62.19 0.99 2699,0 Single, Clear S 2.0 9.0 80.4 62.19 0.90 4522.6 Single, Clear S 8.0 8.0 96.0 62.19 0.52 3114.3 Single, Clear W 2.0 5.0 26.0 65.53 0.81 1385.6 Single, Clear W 2.0 5.0 37.4 65.53 0.81 1993.1 Single, Clear W 2.0 16.0 44.0 65.53 0.99 2852.4 Single, Clear W 2.0 16.0 48.0 65.53 0.99 3111.7 Single, Clear W 2.0 16.0 21.0 65.53 0.99 1361.4 Single, Clear W 2.0 5.0 13.0 65.53 0.81 692.8 As -Built Total: 709.2 37953.2 t ALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 2208.0 2.70 5961.6 Exterior 2208.0 2.70 5961.6 Base Total: 2208.0 5961.6 As -Built Total: 2208.0 5961.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.2 9.40 377.9 Exterior 40.2 6.40 257.3 Base Total: 40.2 257.3 As -Built Total: 40.2 377.9 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1537.0 2.80 4303.6 Under Attic 19.0 1537.0 3.72 X 1.00 5717.6 Base Total: 1537.0 4303.6 As -Built Total: 1537.0 5717.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 5xx ne 96 st., miami, fl, ne Ann A_ -rv) Fnomv(]onndhl /12PFC ")M1 Fl P!`PR 'Y) PERMIT #: FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: i BASE FLOOR TYPES Area X BSPM = Points Slab Raised 170.0(p) -20.0 - 3400.0 0.0 0.00 0.0 Base Total: - 3400.0 INFILTRATION Area X BSPM = Points 2843.0 18.79 53420.0 Summer Base Points: 77174.0 • Total Summer X System = Cooling Points Multiplier Points 77174.0 0.4266 32922.4 AS -BUILT Type R -Value Area X SPM = Points Slab -On -Grade Edge Insulation As -Built Total: 0.0 170.0(p -20.00 .3400.0 170.0 -3400.0 Area X SPM = Points 2843.0 18.79 53420.0 Summer As -Built Points: 100030.3 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 100030.3 0.500 (1.067 x1 .165 x 0.90) 0.244 1.000 13628.9 100030.3 0.500(1.00 x 1.165 x 1.00 0.244 1.000 13628.9 100030.3 1.00 1.119 0.244 1.000 27257.8 Fnomv(]�u ,&M nre Fnrm RfY1A _' Y11 Fnorrn/n. Inctiklicr2P FC "NY11 FI Pr PR WI 7") I BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Point .18 2843.0 2.36 1207.7 Single, Clear N 2.0 5.0 18.7 4.91 0.98 90.5 Single, Clear N 9.0 6.0 18.0 4.91 0.96 84.7 Single, Clear N 2.0 16.0 44.0 4.91 1.00 215.6 Single, Clear E 15.0 6.0 13.0 3.76 1.27 62.0 Single, Clear E 2.0 6.0 63.0 3.76 1.03 243.5 Single, Clear E 2.0 5.0 42.0 3.76 1.04 163.5 Single, Clear E 2.0 5.0 18.7 3.76 1.04 72.8 Single, Clear E 2.0 14.0 18.7 3.76 1.01 71.0 Single, Clear E 2.0 14.0 9.3 3.76 1.01 35.3 Single, Clear E 2.0 14.0 54.0 3.76 1.01 205.1 Single, Clear S 2.0 16.0 44.0 3.55 1.00 155.3 Single, Clear S 2.0 9.0 80.4 3.55 1.01 288.3 Single, Clear S 8.0 8.0 96.0 3.55 1.33 452.6 Single, Clear W 2.0 5.0 26.0 4.47 1.00 116.4 Single, Clear W 2.0 5.0 37,4 4.47 1.00 167.5 Single, Clear W 2.0 16.0 44.0 4.47 1.00 196.2 Single, Clear W 2.0 16.0 48.0 4.47 1.00 214.1 Single, Clear W 2.0 16.0 21.0 4.47 1.00 93.7 Single, Clear W 2.0 5.0 13.0 4.47 1.00 58.2 As -Built Total: 709.2 2986.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 2208.0 1.20 • 2649.6 Exterior 2208.0 0.60 1324.8 Base Total: 2208.0 1324.8 As -Built Total: 2208.0 2649.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.2 2.80 112.6 Exterior 40.2 1.80 72.4 Base Total: 40.2 72.4 As -Built Total: 40.2 112.6 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1537.0 0.10 153.7 Under Attic 19.0 1537.0 0.14 X 1.00 215.2 Base Total: 1537.0 153.7 As -Built Total: 1537.0 215.2 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: G„orrn,r2=1,an nra rr.rrn R1111c_Dxnl Gnorrnir'_.1inaral/CIaAFC "N1111 GI Q(' I tl 'Y FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: 1-1orrnA:o1 Ina 'FM r ' rnrm Ann -7M1 F ncrrn,(2�und&VcIm g rC" Y11 FI o/`pR ✓2 7) BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 170.0(p) 0.0 -2.1 0.00 -357.0 0.0 -357.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 170.0(p 170.0 -2,10 -357.0 -357.0 INFILTRATION Area X BWPM = Points , Area X WPM = Points 2843.0 -0.06 -170.6 2843.0 -0.06 -170.6 Winter Base Points: 2231.0 Winter As -Built Points: 5436.2 Total Winter Points X System = Multiplier Heating Points Total X Component Cap X Duct X System X Credit = Heating Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2231.0 0.6274 1399.7 5436.2 5436.2 5436.2 0.500 (1.085x 1.137 x 0.91) 0.500(1.00 x 1.137 x 1.00) 1.00 1.123 1.000 1.000 1.000 1.000 1.000 1.000 3051.4 3051.4 6102.8 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: 1-1orrnA:o1 Ina 'FM r ' rnrm Ann -7M1 F ncrrn,(2�und&VcIm g rC" Y11 FI o/`pR ✓2 7) FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fi, PERMIT #: i BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2369.00 11845.0 66.0 0.89 5 1.00 2342.38 1.00 11711.9 As -Built Total: 11711.9 CODE COMPLIANCE STATUS BASE AS -BUILT 32922 1400 11845 46167 27258 Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 6103 11712 45072 PASS 1 Cncrrndlm Ina TM nr. Cnrm RN1A_'XY11 Pnorn\/rZ. ink /ChRGC'7M1 CI Rr`r) 'V) FORM 600A -2001 Floors Ceilings Multi -story Houses Additional Infiltration reqts Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 5xx ne 96 st., miami, fl, PERMIT #: 1 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Recessed Lighting Fixtures SECTION REQUIREMENTS FOR EACH PRACTICE 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. , CHECK 606.1.ABC.1.2.1 ! Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between waifs and floor. I EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. 60 6.1.ABC.1.2.2 ! Penetrations%openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed 1/ to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS Water Heaters 606.1.ABC.1.2.3 606.1.ABC.1.2.4 606.1.ABC.1.2.5 606.1.ABC.1.3 612.1 ai nr•e Fnrn, r Y -')(- 1 612.1 610.1 607.1 604.1, 602.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit 612.1 breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Spas & heated pools must have covers (except solar heated). Non -commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. Fnornv(_o. ina/bl /GhF�C C "JM1 F Y CHECK ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint other SIiGC - single pane d. Tint'other SIiGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N'A c. N'A 9. Wall types a. Concrete, Int Insul, Exterior b. N'A a NA d. N'A e. NA 10. Ceiling types a. Under Attic b. N'A c. N A 11. Ducts a. Sup: Unc. Ret: Con. Ali: Interior b. N A ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score, the more efficient the home. maal, 5xx ne 96 st., miami, fl, New _ 12. Cooling systems Single family _ a. Central Unit Cap: 35.2 kBtuhr 1 _ SEER: 14.00 5 _ b. Central Unit Cap: 35.2 kBtuhr No _ SEER: 14.00 2843 ft c. N'A 709.2 11 _ 13. Beating systems 0.0 ft _ a. Electric Strip 0.0 11 0.0 ft' b. Electric Strip R =0.0, 170.0(p) ft _ c. N'A R =3.0, 2208.0 ft R =19.0, 1537.0 ft Sup. R= -6.0, 150.0 ft I certify that this home has complied with the Florida Energy Efficiency Code For Building Constniction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code com.liant feat s Builder Signature: ) _ Date: 14. liot water systems a. Electric Resistance Cap: 66.0 gallons EF: 0.89 b. N'A c. Conservation credits (HR -Iieat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, 11F-Whole house fan, PT- Programmable Thermostat, ML-C-Multizone cooling, ML -11- Multizone heating) Address of New Home:"./ / 14)1 City /FL Zip: /" ' /1 / Cap: 35.2 kBtuhr COP: 1.00 Cap: 35.2 kBtuhr COP: 1.00 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaW designation), your home may qualify for energy efficiency mortgage (EEAI) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge hotline at 321/638-1492 or see the Energy Gauge web site at w sw.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. Energy Gauge® (Version: FLRCPB v3.22) SERIAL # 5363 * RESMANUJ(c) * 03 -20 -2003 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) gPROJECT :new residence ADDRESS :5xx ne 96 st CITY :miami,f1. OWNER :maal BLDG CONTR : HVAC CONTR : Conditioned Floor Area : 2843 SF GLASS /SF RATIO = 250 * Climatic Conditions & Design Conditions * Geographical Location : Florida 1 Miami - AP North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) * HEATING SUMMARY * VM -MARL .DAT * COOLING SUMMARY * SUBTOTAL : 117126.70 DUCT LOSS 5856.34 TOTAL LOSS /BTUH : 122983.10 20% OVERSIZE FACTOR 24596.62 ACTUAL + 20% OVERSIZE: 147579.70 25 Deg. / 9 Ft. Above Sea Level 48 Deg. F 70 Deg. F 22 Deg. F 25 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F - L 14 Deg. F 15 Deg. F STRUCTURE SENSIBLE 37314.69 MECH.VENT- 105 Cfm 1617.00 SENS. + MECH.VENT : 38931.69 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT /APPLIANCE 4200.00 DUCT GAIN 4313.17 TOTAL SENSIBLE 47444.86 TOTAL LATENT 18933.29 SENSIBLE + LATENT 66378.15 20% SENS.OVRSZE FTR: 9488.97 SENS. + 20% OVERSIZE: 56933.83 * EQUIPMENT SELECTION * EQT MANUF CU MOD ## AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE /HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE NOTES: GLASS * L O A D C A L C U L A T I O N * Type Shdg Sc OvHg Botm Hgt Area Loss /Btuh Gain /Btuh N No Shd Fctr S.C. D/B 1 2 5 n/a 18.70 2169.20 336.60 N No Shd Fctr S.C. D/B 1 9 6 n/a 18.00 2088.00 324.00 N No Shd Fctr S.C. D/B 1 2 16 n/a 44.00 5104.00 792.00 E All Shaded S.C. D/B 1 15 6 5.4 13.00 1508.00 234.00 E Shaded Area S.C. D/B 1 2 6 5 12.47 224.46 E Solar Area S.C. D/B 1 50.53 2627.56 E T.Area Loss S.C. D/B 1 63.00 7308.00 E Shaded Area S.C. D/B 1 2 5 4 10.40 187.20 E Solar Area S.C. D/B 1 31.60 1643.20 E T.Area Loss S.C. D/B 1 42.00 4872.00 E Shaded Area S.C. D/B 1 2 5 4 4.63 83.34 E Solar Area S.C. D/B 1 14.07 731.64 E T.Area Loss S.C. D/B 1 18.70 2169.20 E No Shd Line S.C. D/B 1 2 14 5.7 18.70 2169.20 972.40 E No Shd Line S.C. D/B 1 2 14 5.7 9.30 1078.80 483.60 E No Shd Line S.C. D/B 1 2 14 5.7 54.00 6264.00 2808.00 S All Shaded S.C. D/B 1 2 16 4.6 44.00 5104.00 792.00 S All Shaded S.C. D/B 1 2 9 8.3 80.40 9326.40 1447.20 S All Shaded S.C. D/B 1 8 8 7.2 96.00 11136.00 1728.00 W Shaded Area S.C. D/B 1 2 5 4 6.43 115.74 W Solar Area S.C. D/B 1 19.57 1017.64 W T.Area Loss S.C. D/B 1 26.00 3016.00 W Shaded Area S.C. D/B 1 2 5 4 9.26 166.68 W Solar Area S.C. D/B 1 28.14 1463.28 W T.Area Loss S.C. D/B 1 37.40 4338.40 W No Shd Line S.C. D/B 1 2 16 4.6 44.00 5104.00 2288.00 W No Shd Line S.C. D/B 1 2 16 4.6 48.00 5568.00 2496.00 W No Shd Line S.C. D/B 1 2 16 4.6 21.00 2436.00 1092.00 W Shaded Area S.C. D/B 1 2 5 4 3.22 57.96 W Solar Area S.C. D/B 1 9.78 508.56 W T.Area Loss S.C. D/B 1 13.00 1508.00 Infiltration : Winter Htm ( 9.76 ) Infiltration : Summer Htm ( 3.35 ) R -Value Area W A L L S N/W C.B. - Int Insul - Ext. 3 2208.00 n 0 0 R S x 709.20 6921.79 x 709.20 2375.82 Loss /Btuh Gain /Btuh 17664.00 6844.80 So]id Core /Wood - Ext. 0 I 40.20 3 nfiltration :Winter Htm( 9.76 ) x 40.20 1395.35 Infiltration :Summer Htm( 3.35 ) x 92.35 40.20 418.08 134.67 C E I L I N G S SUBTOTALS: 40.20 1538.05 552.75 Under Attic 19 1537.00 F L O O R S 3227.70 2920.30 Slab on Grade 0 170.00 Lin.Ft. 5508.00 000.00 * TOTAL STRUCTURE SENSIBLE * 117126.70 37314.69 Date Of Issue 06/13/03 LOIUES FLOOR ELEVATION GARAGE /STORAGE FLOOR ELEVATION ADJACENT GRADE ELEVATION SWALE AREA ELEVATION PROPOSED 9.25' 8.15' 825' 1.25' Date Of Issue 06/13/03 Drawn By NAVIPA Checked By V.MARZ0 Scale AS SHOWN Job Number SHEET No. A -01 of 20 FILE NAME: GENERAL NOTES AND SPECS. 1. ALL WORKS MUST BE ACCORDING TO THE FB.C. AND ANY OTHER APPICABLE FEDERAL, LOCAL OR UTILITY ORDINANCES. 2. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMENCING WORK IN CASE OF ANY DISCREPANCY THE ARCH/ENGINEER MUST NOTIFIED IN WRITING BEFORE PRECEEDING WITH THE WORK. 3. THE CONTRACTOR MUST OBTAIN AND PAID FOR ALL REQUIRED INSPECTIONS, PERMITS AND FEES. 4. THE CONTRACTOR IS TO BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES SEQUENCES, PROCEDURES, AND SAFETY REGULATIONS IN CONNECTION WITH THE WORK 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND UTILITY LINES, IF ANY, FROM ALL DAMAGES. 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE. 1. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE TO ASSURE MINIMUM INTERFERENCE WITH STREETS AND WALKS. 8. ALL LOCKS, FINISH HARDWARE, DOORS AND WINDOWS MUST COMPLY WITH BURGLAR INTRUSION SECURITY REGULATIONS. a SUBTITUTIONS TO SPECIFIED PRODUCTS AND / OR MATERIALS BY WRITTEN REQUEST, AND SUBJECT TO APPROVAL BY ARCH /ENG. 10. MANUFACTURERS TO PROVIDE SHOP DINGS. TO BE APPROVED BY THE ARCH /ENGINEER. A SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL, WHEN APPLICABLE, 15 REQUIRED FOR THE FOLLOWING ITEMS. STORM SHUTTERS - UJOOD TRUSSES - HANDRAILS ROOFING - WINDOWS / MULLIONS • DOORS 5O1L 5TATEM1~NT: INSPECTION ON THE SITE, INDICATES UNDISTURBED SAND WITH A BEARING VALUE OF 2,000 P.S.F. SHOULD OTHER CONDITIONS OF MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. THE ENGINEER HAS TO SUBMIT A SIGN AND SEAL LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED, AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. THE ENGINEER MUST SUBMIT TO THE MIAMI SNORES BUILDING INSPECTOR A LETTER REFLECTING THAT TI-4E FILL SUPPORTING SLAB ON GRADE, HAS BEEN COMPACTED TO A MN. OF 95% DENSITY. SECURITY AND FORCED ENTRY PREVENTION I.- ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 L135. APPLIED iN ANY MOVABLE DIRECTION AND iN ACCORDANCE WITI -1 RESISTANCE STANDARDS A5 SET FORTH IN THE SOUTH FLORIDA BUILDING CODE. 2.- ALL SiNGLE EXTERIOR SWING DOOR SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MIN. OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SiNGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 3.- THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE THE SAME LOCK (S) AS REQUIRED FOR EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH MIN. THRU -BOLTS WITH INSERTS. 4. -JAMBS OF ALL EXTERIOR OFFSET TYPE N SWING DOORS SHALL BE REBBETD OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND INTEGRITY OF THE LOCKS AND LATCHES. 5.- INCHES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS AND NON - EXPOSED SCREWS. 6.- GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICANNATIONAL STANDARDS INSTITUTE'S STANDARD 291.1 1.- VISION PANEL EXTERIOR OTHER THAN GLAZING WITHIN 40' OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL INSTITUTE'S STANDARD. 8.- WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN iN THE LOCKED POSSITION AND 50 A5 TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MACS ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 13033. EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDDING A FORCE OP 150 LB5 APPLIED IN ANY OPERABLE DIRECTION. 9.- FRONT MAiN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. SHUTTER NOTE: CONTRACTOR MUST PROVIDE DADE COUNTY PRODUCT CONTROL FOR APPROVED SHUTTERS AT ALL WINDOW AND DOOR OPENINGS, AND THEY MUST BE INSTALLED A5 PER MANUFACTURER SPECIFICATIONS (SEPARATE PERMIT 15 REQ.) TERMITE PROTECTION: CONTRACTOR TO TREAT THE SOIL AGAINST SUBTERRANEAN TERMITES AND SUBMIT TO THE BUILDING DEPARTMENT A CERTIFICATE OF COMPLIANCE FROM A LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING5 STATEMENT. "THE BUILDING 1-145 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND SERVICES" ZONING L.EGEND Single Family ZONING: R -11.5 Height ( to ridge of roof ) Net Land Area Lot Coverage (everything under roof) SETBACKS: FRONT SIDE (W) SIDE (E) REAR REQ. 25' 10 10 ' 15' Area adjacent to lake or Chanel to be graded so as to prevent direct overland discharge of stormwater into lake or canal. Lot will be graded so as to prevent direct overland discharge or stormwater onto adjacent property. Applicant will provide certifi- cation prlor to final inspection. ANY APPLICABLE RESOLUTIONS : NOTICE: In addition to the requirements of this permit, there may be add( - tionairestrlctlons applicable to this property that may be found in the Public Records of' this County.Sectlon 553.19(10), Florida Status, Effective 1/10/81. A separate permit will be required for all drlway approaches onto public right of way. Contact Public Works Department. The helght of fences , wall and hedges shall not exceed 2.5 feet in height wlthln 10 Feet of the edge of any driveway leading to a right or way. The height of' fences is being measured From grade. Grade : Elevation of public sidewalk or crown of road FLOOD LEGEND Residential New Construction ADDRESS: 5XX N.E. 96th STREET (SEE LEGAL DESCRIPTION THIS SHEET) 21,5' 1,125 SF 30 % ( 1140 SF RESIDENCE) (400 SF CAR GARAGE) PROVIDED 30' 10' 10' 63' LOT: 6 BLOCK: 54 PLAT BLOCK: 10 PAGE: 31 HIGHEST CROWN OF ROAD ELEV.: - -- FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: MANUCY 4 ASSOC. PLS LIC." 4982 SURVEYOR'S NAME 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 PROVIDE 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. WILL BE EQUIPPED WITH SCREENS OR LOUVERS, FLOOD RESISTANT MATERIALS WILL BE USED BELOW F.E. B ALTERNATIVELY, CERTIFICATION BY JUAN_BrORDONEZ- PE. ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. THE SITE WILL 13E GRADED N A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. NOTE: REAR YARD 50' X 51 : 2 815 SF GARAGE BLDG. 400 Sr. 2 815 X 20% 515 SF. 515 SF. > 400 SF. 5' - \ 501 SF OF \UNOBSTRUCTED \A REA n / SEE P -03 FOR DETAILS REAR OF PROPERTY ANALYSIS OF PERCOLATION 1 / 1 / 1 I 1 I I/ 5-11 SF OF D.F. \ / 390 SF OF / UNO \ BSTRCTED AREA / \/ X /\ / \ 7 N N 511 SF OF D.F. (iS' x 31' -8 STRUCTURE 120 SF. (FTGN.) UNOBSTRUCTED AREA 1191 SF. >1142 SF REQ. rimo-1 44/ 14.fre-evr). ip 7fbL A T 1-.144.1-41/2- 1+U) S r talk_ t v t . v I , 4r, 40' r; I LAG LLI �1 tHT 7;./4 ,5 F � F puled Floor A-itefr ;3 - STRUCTURE (FTGN.) / / / / \ DRAIN FIELD 511 SF, (11'x33') (SEE P-03 FOR DETAILS) EL. +8.34' EL. +825' � 6 - 5' SIDE WALK 1' PARKWAY SWALE. EL. + EL.+8.16' 1 9 Q a') SEPTIC TANK 1050 GALS (SEE P -03 FOR DETAILS) - -- SWALE ALONG EAST 4 WE ST PROPERTY LiNES. 6'x20' ELECTRIC PICKET GATE SEE DTLS. AT SH. 3 -06 • 111: z I 4-. fy' (L. 0' II i i a' -0 " K ENTRANCE• WALKWAY -� /- 20' -0" 10' -0" 15' WiDE PAVED ALLEY - 30' - 0I ) SL. 4 112": 12' (- ) SLOPE 4 1/2 ": 12" SL. 4 1/2 ": 12" BALCONY ERTY LINE 50.0' SCALE: 3/32" : 1 -0" 22.0' PAVED ROADWAY EAST BOUND 32' -0" SITE PLAN F- f l crl N - rN s 2 LEGAL DESCRIPTION 10' - ui A/C LOT 6, BLK 54 "MIAMI SHORES SECTION N 2" P. 10, PG. 31 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. FL. +8.25' EL.r7 :7 1 SWALE ALONG EAST 4 WEAST PROPERTY LINES. EL. +1.98' EL. E L. +8.25' 1 EL. +'1.9' EXIST. 6'11 WD. FENCE EL.+ - 1.60 0 8.25' OPEN CAR GARAGE 1" WATER SERVICE O E-1 E-4 -ti Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 Pt MIAMI SHORES, FLORIDA. Sheet Number A- Date Of Issue 06/13/03 LOWES FLOOR ELEVATION GARAGE /STORAGE FLOOR ELEVATION ADJACENT GRADE ELEVATION SWALE AREA ELEVATION PROPOSED 925' 8.15' 825' 125' Date Of Issue 06/13/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN job Number SHEET No. A•a1 of 20 FILE NAME - GENERAL NOTES AND SPECS. L ALL WORKS MUST BE ACCORDING TO THE F.B.G. AND ANY OTHER APPICABLE FEDERAL, LOCAL OR UTILITY ORDINANCES. 2. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK AND vER1FY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMENCNG WORK. IN CASE OF ANY DISCREPANCY THE ARCH./ENGINEER MUST NOTIFIED IN WRITING BEFORE PRECEEDING WITH THE WORK 3. THE CONTRACTOR MUST OBTAIN AND PAID FOR ALL REQUIRED INSPECTIONS, PERMITS AND FEES. 4. THE CONTRACTOR 15 TO BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES SEQUENCES, PROCEDURES, AND SAFETY REGULATIONS IN CONNECTION WITH THE WORK 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND UTILITY LINES, IF ANY, FROM ALL DAMAGES. 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE, 1. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE TO ASSURE MINIMUM INTERFERENCE WITH STREETS AND WALKS. S. ALL LOCKS, FiNiSH HARDWARE, DOORS AND WiNDOWS MUST COMPLY WITH BURGLAR INTRUSION SECURITY REGULATIONS, 9. SUBTITUTIONS TO SPECIFIED PRODUCTS AND/ OR MATERIALS BY WRITTEN REQUEST, AND SUBJECT TO APPROVAL BY ARCH/ENG. 10. MANUFACTURERS TO PROVIDE SHOP DWGS. TO BE APPROVED BY THE ARCH /ENGINEER A SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL, WHEN APPLICABLE, 15 REQUIRED FOR THE FOLLOWING ITEMS. STORM SHUTTERS - WOOD TRUSSES - HANDRAILS ROOFING - WINDOWS / MULLIONS - DOORS SOIL STATEMENT: INSPECTION ON THE SITE, INDICATES UNDISTURBED SAND WITH A BEARING VALUE OF 2,000 P.S.F. SHOULD OTHER CONDITIONS OF MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK THE ENGINEER HAS TO SUBMIT A SIGN AND SEAL LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED, AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN iS BASED. THE ENGINEER MUST SUBMIT TO THE MIAMi SHORES BUILDING INSPECTOR A LETTER REFLECTING THAT THE FILL SUPPORTING SLAB ON GRADE, 445 BEEN COMPACTED TO A MIN. OF 95% DENSITY. SECURITY AND FORCED ENTRY PREVENTION I.- ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND iN ACCORDANCE WITH RESISTANCE STANDARDS AS SET FORTH IN THE SOUTH FLORIDA BUILDING CODE. 2.- ALL SINGLE EXTERIOR SWING DOOR SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MIN. OF 6,000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 3.- THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE THE SAME LOCK (5) AS REQUIRED FOR EXTERIOR SWING DOORS. TI-4E INACTIVE LEAF SHALL NAVE MULTIPLE POINTS OF LOCKS WITH MIN. THRU -BOLTS WITH INSERTS. 4. -JAMB5 OF ALL EXTERIOR OFFSET TYPE iN SWING DOORS SHALL BE REBBETD OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND INTEGRITY OF THE LOCKS AND LATCHES, 5.- HiNCHES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS AND NON - EXPOSED SCREWS. 6.- GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICANNATIONAL STANDARDS INSTITUTE'S STANDARD 291.1 1.- VISION PANEL EXTERIOR OTHER THAN GLAZING WITHIN 40' OF THE INSIDE LOCKING- ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL INSTITUTE'S STANDARD. S.- WINDOWS SHALL BE INSTALLED, AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN iN THE LOCKED POSSITION AND 50 45 TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 13033. EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDDiNG A FORCE OF 150 LBS APPLIED IN ANY OPERABLE DIRECTION. 9.- FRONT MAiN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. SHUTTER NOTE: CONTRACTOR MUST PROVIDE DADE COUNTY PRODUCT CONTROL FOR APPROVED SHUTTERS AT ALL WINDOW AND DOOR OPENINGS, AND THEY MUST BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS (SEPARATE PERMIT 15 REQ.) TERMITE PROTECTION: CONTRACTOR TO TREAT THE SOIL AGAINST SUBTERRANEAN TERMITES AND SUBMIT TO THE BUILDING DEPARTMENT A CERTIFICATE OF COMPLIANCE FROM A LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWINGS STATEMENT. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT 15 iN ACCORDANCE WITH RULES AND LAWS ESTABLISHED SY FLORIDA DEPARTMENT OF AGRICULTURE AND SERVICES" ZONING LEGEND Single Family ZONING: R -I1.5 Height ( to ridge of roof ) Net Land Area Lot Coverage (everything under roof) TOTAL LOT CAVERAGE SETBACKS: REQ. FRONT SIDE (W) SIDE (E) REAR ANY APPLICABLE RESOLUTIONS : NOTICE: 25' 10' 10' 15' FLOOD LEGEND Residential New Construction ADDRESS: 5XX N.E. 96th STREET (SEE LEGAL DESCRIPTION THIS SHEET) SURVEYOR'S NAME 21,5' 1,125 SF 30 % ( 1140 $F RESIDENCE) (400 $F CAR GARAGE) 2,140 SF. PROVIDED 30' 1 0 ' O 63' Area adjacent to lake or chanel to be graded so as to prevent direct overland discharge of s tormwater into lake or canal. Lot will be graded so as to prevent direct overland discharge or stormwater onto adjacent property. Applicant will provide certifi- cation prior to final inspection. In addition to the requirements of this permit, there may be addi- tionalrestrictions applicable to this property that may be found in the Public Records of' this County,Section 553.19(10), Florida Status, Effective 1/10/81. A separate permit will be required For all driway approaches onto public right of way. Contact Public Works Department. The height of fences , wall and hedges shall not exceed 2.5 feet in height within 10 feet of the edge of any driveway leading to a right or way, The height of fences is being measured from grade. Grade = Elevation of public sidewalk or crown of road LOT: 6 BLOCK: 54 PLAT BLOCK: 10 PAGE: 31 HIGHEST CROWN OF ROAD ELEV. - -- FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: MANUCY 4 4S50C. PLS LiG! 4982 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 PROVIDE 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. WILL BE EQUIPPED WITH SCREENS OR LOUVERS, FLOOD RESISTANT MATERIALS WiLL BE USED BELOW BF-E. ALTERNATIVELY, CERTIFICATION BY JUAN,_a_C DOAIEZ- 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 WI fH NO ENCROACHMENT OVER ADJACENT PROPERTIES. NOTE: REAR YARD 50' X 51.5' = 2 815 SF GARAGE BLDG. 400 SF. 2 815 X20%= 515 SF. 515 5F. > 400 &F. 801 5F of UNOBSTRUCTED v AREA / / / / / / / i 5 0.0 Q to SEE P -03 FOR DETAILS T; r / - � 1 511 5F OF 1::),F. N . STRUCTURE (F1GN.) / / 1 \ 1 390 SF OF/ 1 UN0$TRVCTEDI ARE / \/ 1 /v � I \ I SLAB 1 ,1 H I I I I I REAR OF PROPERTY ANALYSIS OF PERCOLATION 511 SF OF D.F. (18' x 31I-S") STRUCTURE 120 SF. (FTGN.) UNOBSTRUCTED AREA 1191 SF. >1142 SF REQ. 7 5 -0' t • • • 4" CONC. DRIVEWAY 1.1)/6x6 -10/10 WWFM ON WELL COMPACTED FiLL. 20 20' -O "" SLOPE 4 I/2": 12" 4 I/2 ": 12" BALCONY 10' -O" EL. +8.34' DRAIN FIELD 511 SF. (11'x33') (SEE P -03 FOR DETAILS) EL.+8.25' 5' SIDE WALK 1' PARKWAY SWALE. EL. +1.56 EL. +8.16' SEPTIC TANK 1050 GALS (SEE P -03 FOR DETAILS) - - SWALE ALONG EAST 4 WEAST PROPERTY LINES. � t3 C 6v t\d rite 1: 1 � o Co,W t►4l �� -rZ,� y , C j a . ( ) 3 1 ■ `f 'x20' ELECTRIC 1 � PiCKET GATE SEE DTLS. AT 5N. 5 -06 22.0' PAVED ROADWAY EAST BOUND SITE PLAN SCALE: 3/32" = I' -0" T=L-. +8.25 ENTRANCE WALKWAY Y LINE -- ' 9 3 -0" N.. e6 T1-1 STET LEGAL DESCRIPTION LOT 6, BLK 54 'MIAMI SHORES SECTION 2" F. 10, PG. 31 OF THE PUBLIC RECORDS OF MiAMI - DADE COUNTY, FLORIDA. 2' + - EL. +125' -- SWALE ALONG EAST 4 WEAST PROPERTY LINES. 1 EL. +8.25' EXIST. 6'H WD. FENCE EL. +1.98' E L. +1 EL.+8.25' 1" WATER SERVICE OPEN CAR GARAGE REVISIONS 09/ 23/ 2003 U U rz4 N r:4 cf) CO Project Owner LAURA MARL FRADERONE, INC 20755 MIAMI SHORES, FLORIDA Sheet Ntrnber A- 01 Date Of Issue 06/ 13/03 LOVES FLOOR ELEVATION GARAGE /STORAGE FLOOR ELEVATION ADJACENT GRADE ELEVATION SWALE AREA ELEVATION PROPOSED 925' 8.15' 825' 125' Date Of Issue 06/ 13/03 Drawn 13y JM. Checked By V.MARZO Scale 3/32 "- 1' - -0' Job Number SHEET No. FILE NAME: GENERAL NOTES AND SPECS. I. ALL WORKS MUST BE ACCORDING TO THE F.B.C. AND ANY OTHER APPICABLE FEDERAL, LOCAL OR UTILITY ORDINANCES. 2. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMENCING WORK IN CASE OF ANY DISCREPANCY TI4 ARCH/ENGINEER MUST NOTIFIED IN WRITING BEFORE PROCEEDING WITH THE WORK 3.1145 CONTRACTOR MUST OBTAIN AND PAID FOR ALL REQUIRED INSPECTIONS, PERMITS AND FEES. 4. tHE CONTRACTOR IS TO BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES SEQUENCES, PROCEDURES, AND SAFETY REGULATIONS IN CONNECTION WITH THE WORK 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND UTILITY LINES, IF ANY, FROM ALL DAMAGES. 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE. 1. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE TO ASSURE MINIMUM INTERFERENCE WITH STREETS AND WALKS. a ALL LOCKS, FINISH HARDWARE, DOORS AND WINDOWS MUST COMPLY WITH BURGLAR INTRUSION SECURITY REGULATIONS. 9. SUBTITUTIONS TO SPECIFIED PRODUCTS AND/ OR MATERIALS BY WRITTEN REQUEST, AND SUBJECT TO APPROVAL BY ARCH/ENG. 10. MANUFACTURERS To PROVIDE SHOP PLUGS. TO BE APPROVED BY THE ARCH/ENGINEER A SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL, l EN APPLICABLE, 15 REQUIRED FOR THE FOLLOWING ITEMS. 5T0F4 - i SHUTTERS - WOOD TRUSSES - HANDRAILS ROOFING - WINDOWS / MULLIONS - DOORS SOIL STATEMENT: INSPECTION ON THE SITE, INDICATES UNDISTURBED SAND WITH A BEARING VALUE OF 2,000 P.B.F. SHOULD OTHER CONDITIONS OF MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK THE ENGINEER HAS TO SUBMIT A SIGN AND SEAL LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED, AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN 15 BASED. TI-4E ENGINEER MUST SUBMIT TO THE MIAMI SHORES BUILDING INSPECTOR A LETTER REFLECTING THAT THE FILL SUPPORTING SLAB ON GRADE, HAS BEEN COMPACTED TO A MIN. OF 95% DENSITY. SECURITY AND FORCED ENTRY PREVENTION I,- ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND iN ACCORDANCE WITH RESISTANCE STANDARDS AS SET FORTH IN THE SOUTH FLORIDA BUILDING COPE. 2.- ALL SINGLE EXTERIOR SWING DOOR SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR UITH A MIN. OF 6,000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 3.- THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL NAVE THE SAME LOCK (5) AS REQUIRED FOR EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH MIN. TIRU -BOLTS WiTH INSERTS. 4. -JAMB5 OF ALL EXTERIOR OFFSET TYPE N SWING DOORS SHALL BE REBBETD OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND INTEGRITY OF THE LOCKS AND LATCHES. 5.- HiNCHES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS AND NON - EXPOSED SCREWS. 6. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICANNATIONAL STANDARDS INSTITUTE'S STANDARD 291.1 1.- VISION PANEL EXTERIOR OTHER THAN GLAZING WITHIN 40' OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL INSTITUTE'S STANDARD. a- WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSSITION AND 50 A5 TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAG& ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 13033. EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF UITHSTANDDING A FORCE OF 150 LB5 APPLIED IN ANY OPERABLE DIRECTION. 9.- FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED UITH A DOOR SCOPE OR VISION PANELS. SHUTTER NOTE: TERMITE PROTECTION: CONTRACTOR MUST PROVIDE DADE COUNTY PRODUCT CONTROL FOR APPROVED SHUTTERS AT ALL WINDOW AND DOOR OPENINGS, AND THEY MUST BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS (SEPARATE PERMIT I& REQ.) CONTRACTOR TO TREAT THE SOIL AGAINST SUBTERRANEAN TERMITES AND SUBMIT TO THE BUILDING DEPARTMENT A CERTIFICATE OF COMPLIANCE FROM A LICENSED net CONTROL COMPANY THAT CONTAINS THE FOLLOWINGS STATEMENT. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND SERVICES" ZONING LEGEND FRONT SIDE (U)) SIDE (E) REAR NOTICE: Single Family ZONING: R - 11.5 Height ( to ridge of roof ) Net Land Area Lot Coverage (everything under roof) $EtB4GKS:__ -- __ -REQ. F ovlpEP ANY APPLICABLE RESOLUTIONS : FLOOD LEGEND Residential New Construction ADDRESS: 5XX N.E. 96th STREET 25' 30' 10' 10' 10' 10' 15' 63' 21,5' 1,125 5F 30 % ( 1140 SF RESIDENCE) (400 SF CAR GAREGE) Area adjacent to lake or chapel to be graded w as to prevent direct overland discharge of stormwater Into lake or canal. Lot will be g raded so as to prevent direct overland discharge or stormwater onto adjacent property. Applicant will provide certifi- cation prior to final Inspection. In addition to the requirements of this permit, there may be addi- tlonalrestrictlons applicable to this property that may be found in the Public Records of this County.Sectlon 553.19(10), Florida Status, Effective 1/10/81. A separate permit will be required for all drlway approaches onto public right or way. Contact Public Works Department. The height of fences , wall and hedges shall not exceed 2.5 feet in height within 10 feet of the edge of' any driveway leading to a right of way. The height of fences is being measured from grade. Grade : Elevation of public sidewalk or crown of road LOT: 6 BLOCK: 54 PLAT BLOCK: 10 PAGE: 31 (SEE LEGAL DESCRIPTION THIS SHEET) IHIGHEST CROWN OF ROAD ELEV.: - -- FT. NGVD. I- IIGHEST CROUJN OF ROAD ELEVATION 11.145 TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: MANUCY t A55OC. PL 5 L IC.. 4982 euRv TOR'6 NAME ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD ELEVATION. (BF.E.) ALL AREAS BELOW B.F.E. SHALL BE PROVIDE WITH A MINIMUM OF TWO (2) OPENINGS HAVING A TOTAL NET AREA OF NO LE55 THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA. WILL BE EQUIPPED WITH SCREENS OR LOUVERS, FLOOD RESISTANT MATERIALS WILL BE USED BELOU F.E. B ALTERNATIVELY, CERTIFICATION BY JUAN_B.-ORDQNEZZ 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 SWALE& WILL BE CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. NOTE:. REAR YARD 50'X51.5' = 28155: GARAGE BLDG. 400 B 2 615 X20% =5156P. 515 SF. > 400 6F. 5' -0 001 5F of UNOBSTRUCTED AREA 4. 50 1 SEE P -03 FOR DETAILS 51ISP OFDP. SLAB r iL 11 1 REAR OF PROPERTY ANALYSIS OF PERCOLATION 5115FOFDF. STRUCTURE 120 5F UNOBSTRUCTED AREA 1191 SF > 1142 5F REQ. - STRUCTURE SF OF ST - •CTED rr ) ' 03- 1S 7 ' _7ty EPTIC TANK J S GAL. (MIN) DRAINFIELD 1 L SQ. FT. (1\1 ISTAT_L. k C;i+ L'';' „ �- , ,)'.C3 122‘d)F' ("too r, aria C 1. DRAIN FIELD 511 SF. (I1'x33') (SEE P -03 FOR DETAILS) SEPTIC TANK 1050 GALS (SEE P -03 FOR DETAILS) 111E APPROVED SLi -)11C i "'.''I( DRIkINFIELD INVERT ELEVATION MAY BE THE CONTROLLING FACTOR IN DETERMINING FINISHED FLOOR ELEVATION. EL.+8.25' SWALE ALONG EAST et WEAST PROPERTY LINES. 5' SIDE WALK 1' PARKWAY - BtUALE. EL. +1.56 EL.+8.16' 01 9 111 0 O 2 5' -0 ENTRANCE UJALY.UAY 2'X2'X4" CO TILES ON G 6'x20' ELECTRIC PICKET GATE - 15' WIDE PAVED ALLEY - SEE DTLS, AT S4. -06 DE. ' -0 - -co 20' -0" 8 0" 10' -0" f� PRA 'PE TY LINE 5 30' -0" ( - SLOPE 4 SL. 4 I/2": 12" SL. 4 I/2": 12" - 22.0' PAVED ROADWAY - EAST BOUND 20' - 0" 1 L_1 - -- 8L. 4 1/2": 12" _._ _ - ) 1/2 ": 12" &LAB -1- 1 IT - - PROPERTY LINE 32' -0" SITE PLAN N.E. 96 T STREET SCALE: 3/32" L. I' -0" c 10' - 10' -0 4 m LEGAL DESCRIPTION -A /C LOT 6, BLK 54 "MIAMI SHORES SECTION 11 2" PB. 10, PG. 31 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. 11 tly fL 0 :Il EXIST. 6'M WD. FENCE EL. +1.25' ---- 1" WATER SERVICE SWALE ALONG EAST 4 WEAST PROPERTY LINES. E L. +1.98' EL. _2 EL. +1.60' • • • • • • .• •••• • • .• - • .. .. • • • • • H h L • • • • • • •• . • LAURA MAAL FRADERONE, INC. 20755 N.E. 30 PL MIAMI SHORES, FLORIDA. Project Owner Sheet Number A-01 • DOOR SCHEDULE DOOR NUMBER TYPE SIZE REMARKS REMARKS WIDTH HEIGHT THICK THR 0 SWING 2 (34") 96" 1 -3/4" AL. SOLID 1.1J00D. z SINGLE HUNG 31 12" 80" 1 -3/4" AL. FRENCH TYPE CAT. II- SAFETY GLASS 14 -1/4" FIELD VERIFY CAT. II ••• 32" 80" I -I/4" MARBLE HOLLOW CORE .. 52" 50 -5/8" 32" 80" 1 -1/4" - HOLLOW CORE R 8040 W /TRANSON ,/ FIXED 36" 80" I -1/4" - HOLLOW CORE \_J BY 18" 80" - - MTL. FULL LOUVER 0 Ki FIXED 30" 80" - - MTL. FULL LOUVERS 0 96" CAT II (FIELD MEASURE) ••• 12' 80" - - MTL. FULL. LOUVERS P) FIXED 24 24 6' -8" - - GLASS CAT. II- SAFETY GLASS 'O 48" 80" - - MTL. FULL LOUVERS POCKET 30" 80" - - HOLLOW CORE SWING 12" 96" 1 -3/4" AL. FRENCH TYPE CAT. II- SAFETY GLASS '3 BYFOLD 60" 80" - - MTL. FULL LOUVER BYFOLD 36" 80" - - MTL. FULL LOUVER SWING 12" 6' -8" 1 -3/4" AL. FRENCH TYPE CAT. II- SAFETY GLA55 n NOTES: EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. (21 -2.43 NFPA 101) * EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE N AN EMERGENCY (21 -2.44 NFPA 101) *, NO LOCKING DEVICE. CONTRACTOR TO SUBMIT SHOP DRAWINGS 4 PCA FOR APPROVAL. WINDOW SCHEDULE WINDOW NUMBER TYPE SIZE REMARKS WIDTH HEIGHT SHEET Na SINGLE HUNG 26 1/2" 50 -5/8" SH 1/2 34 O FIXED 44" 60" CAT.II, FIELD VERIFY ••• O SINGLE HUNG 31 50 -5/8 SH 24 FIXED 44" 14 -1/4" FIELD VERIFY CAT. II ••• FIXED 31 80" CAT II (FIELD MEASURE) ••• NOR SLIDING 52" 50 -5/8" R 34 E (C---) NOR SLIDING 96" 48' R 8040 W /TRANSON 0 FIXED 31" 50 -5/8" TINTED 0 FIXED 60" 50 -5/8" TINTED CAT. II (FIELD MEASURE) ••• n y? FIXED 50" 12" CAT II (FIELD MEASURE) ••• Ki FIXED 31" 12" CAT II (FIELD MEASURE) ••• (-1,-4) FIXED 31" 96" CAT II (FIELD MEASURE) ••• HOR SLIDING 96" 48 R 8040. P) FIXED 24 12" FIELD MEASURE NOTES: ''E" MEANS EGREES, AND ANY BEDROOM WINDOW SHALL BE OPERABLE FROM INSIDE WITH A CLEAR OPENING OF NO LESS THAN 20" IN WIDTH AND 24" N HEIGHT 4 .1 SF. CLEAR NFPA 101 21 -2236 *$* PROVIDE SAFETY GLASS CAT. II CONTRACTOR TO SUBMITT PCA FOR APPROVAL. SHUTTERS NOTES: CONTRACTOR MUST PROVIDE DADE COUNTY PRODUCT CONTROL APPROVED SHUTTERS FOR ALL WINDOWS AND DOOR OPENINGS, AND THEY MUST BE INSTALLED AS MANUFACTURER SPECIFICATIONS (SEPARATED PERMIT 15 REQUERED) Date Of Issue 06/13/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Number SHEET Na A -02 of 19 FILE NAME (I) LAYER OF 5 /8" TYPE "X" GYP. BD. ADHERED TO STEEL COLUMN 3 -y2" 3-Y2" y4" CONC. FILLED STEEL COLUMN STEEL COL. FIRE RATED PROTECTION C4 0 N m 9 aJ c9 nl c9 3 " (L 4' -4" REF I o� i 1 ) h �� BATH. a -0" WD. STAIR TO BE PREFAB MANUFACTURER TO SUBMIT 94-10P DWGS. FOR APPROVAL. 4' -9" KITCHEN DEN 12" dia. COL. (TYP.) - DW STAIR SEE DTL. l 5 - 5 " 5' - 0 L. SEAL_E 1/4" = 1' -0" 2' -11 5 M 2' - C4 36" x 20" ATTIC • ACCESS. 11 82 1 . 411 SECOND FLOOR PROJECTION LINE , 2 -a" 30' -0 CON STEEL COL. 1 Hr. FR PROTECTION II " (SEE DTL. ABOVE) 5 -10 LAB n FAMILY ROOM ARCH. DINING ROOM 5 -0" 2' -I1" 12" dia. DECOR. TYP. L IvINCx ROOM ELEV, 15' -0" GROUND FLOOR PLAN al -4 (L nl r c9 C' J N _ C J - 1- Q CAT II ( A ) (Fy GREES ( 31 -9" 4 1 9 1 -5 11 19 RISERS 6 1" 11' a .l - 4- 4' _ �1 4' BATH. N ROOF BELOW MASTER BATHROOM 36" x 20" ATTIC ACCESS. BEDROOM # 3 OF3 W.I.G. 10' -0' 4" 2" RAILING 4' -0' 4i . n- 4 NICHE SCALE: 1/4" = 1' 40" 2' - II" 5' -0" 2' -0 CL, W.I.C. 30' -0" LAUNDRY W 14 4" BALCONY i4' -6111 2 15' -10 BEDROOM # 2 ROOF BELOW �F2 SECOND FLOOR PLAN _42" N. PICKETS RAILING / (SEE DETAIL) 2 (PICKETS CLEARANCE TO REJECT 4 "4 OBJECT) 5' -0" 2 -I1' 1 - /E/ MASTER BEDROOM a" e fi Ca 1 4 F 4 REVISIONS 09/ 23/ 2003 zi5 Project Owner LAURA MAN. FRADERONE, INC 20755 N.F. 30 PL MIAMI SHORES, FLORIDA Sheet Number A-02 Date Of Issue 06/13/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN job Number SHEET No. A•03 of 20 RE NAME GABLE END SEE SECT. AT 51-4. A -04 - TC. 4 1/2 -f 0 12 �s R 4 1/2 TB-2. 12 SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 443e; C� I ' . TC. = 1 - BARREL CLAY TILE ROOF RFAR ELEVATION STUCCO BAND (TYP.) R -8040 BARREL CLAY 12 4 1/2 TILE ROOF .1110 01 1011e11411140101011110601- � N 1 ALL AROUND B ■ � FRONT ELEVATION Ite/e 4 1/2 T. O. TIE BEAM EL. +19 -10" 4 FIN. FLR. ELEV. 0' -0" fl T, 0. TIE BEAM EL, +19' -10" FFL, 2ND FLOOR EL. 411 -0" PRECAST MOLD ING (TYP.) 42" k PICKETS RAILING (SEE DTL.) (PICKETS CLEARANCE TO REJECT 4 "4 OBJECT) 9 ` —B 4 CANTILEVER (SEE SECTION) cry �n 4 1/2 12 12 ;14014 - - 011 Ark jAVIS1114104 "Age:0 Pi A S 4 11 4 - 4 1/2 � . 4 ; 04:010 : 1 7.77 , 1111 • OP: -111 I BARREL CLAY _ _ 12 C� T ROOF I m .ri p ^ 41/2 f� il lel 11 "k '401 AN 4 11 1 4 1 4 1 4 0: 1 1 4 Millk0 04 P4frim r _„ 4 1 0 ,11 04 4 44 . si 11.0 tOOP-Or 1110 *14.111.01d1 4 AtIA - ,iO4011 "VI - .1104101.4 Ai Altalliat6bilitaMitISP . 0 R34 11 • evr 41,6 LEFT SIDE ELEVATION SCALE: 1/4" = 1' -0" 9 1\ -1 r J L SCALE: 1/4" = 1' -0" R34 E 8 u 8 LINTELS, SEE; 5N, 5 -05 1 , FOR SELECTION a C'4 1 +4 0 I" x 6" STUCCO BAND ALL AROUND (TYP.) Po Gr �1� �- RIGHT SIDE ELEVATION 8" STUCCO BAND —BARREL CLAY TILE ROOF (5 -03) R -24 R -24 R -8040 tz4T 12 4 1/2 Cis^ -M414 -011 44415 f r PICKETS TO BE 4 "— O.C. TO REJECT 4 "4) OBJECT. B -4 CANTILEVER (SEE SECTION) 9 9 9 m © 01 T. O. T BEAM FFL. 2ND FLOOR EL. +11 -0" EL. +19' -10" FIN. FLR. EL 0' -0" T. O. TIE BE,::+ -! EL. +19 '_'C' FFL. 2ND FLOOR FIN. FLR. ELEV. 0' - 0" REVISIONS EL. +11' -0 09/ 23/ 2003 1 '21/- • z • Project Owner LAURA MAAI. FRADERONE, INC 20155 1E 30 P1 MIAMI SHORES, FLORIDA Sheet Number A-03 Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Number SHEET No. A•04 of 20 FILE NAME 2 "x4" BETWEEN TWO STUDS (TYP.) VV \ WALL CABI \ET BASE CABI \ET \ V 1 9 4" WIDE PARTITION WALL STUDS CP 16" o.c. KITCHEN CABINET SECTION N.T.S. ccl TYP. EXT. DOOR HEAD DETAIL SCALE: 3 "= 3 / 4" 2' 0 PAINTED DRYWALL OVER FURRING P.T. WOOD BLOCKING (TYP.) CONCRETE LINTEL SHIM AS REQUIRED STUCCO FN. (PNT.) 2 COVE MOULDING T CONT. CORNER BEAD (TYP.) CONT. SEALANT (TYP.) 158" )< 1 SOLID WOOD FRAME 1" X 6" P.T. WOOD BLOCKING WOOD CASING W/ PAINTED FINISH (TYP.) SOLID -CORE WOOD DOOR (2) ADJ. SHELVES SCALE: 1-1/2" = 1' -0" KITCHEN CABINET SECT. • EYE LID 1/4" ALL SURFACE TO BE PLASTIC LAMINATED ALL DIMENSIONS ARE TO BE FIELD VERIFIED ..., l I munammeggmummenreng • NON -RATED ATTIC SCUTTLE N.T.S. 'v �P 3" PREFAB. U10OD TRUSSES a 24" c.c. (SEE MANUFACTURER SHOP DRAWINGS) SPEC INSULATION I/2" TYPE "X" GYPSUM WALLBOARD UJOOD TRIM SECURED To TRUSS W/ FINISH NAILS 6" o.c. 1/2" TYPE "X" GYPSUM WALLBOARD ATTACHED TO 1/2" PLYWOOD. 8" CONC. MASONRY UNIT STUCCO FN. (PNT.) CONT, SEALANT (TYP.) 155" X 158" SOLID UJOOD FRAME ALUMINUM THRESHOLD ;SHIM 4,5 REQUIRED 11" X 6" P.T. SUB -JAMB P.T. WOOD BLOCKING woof) CASING 3/4" RIDGID INSUL, PAINTED DRYWALL OVER FURRING TYP. EXT. DOOR JAMB DETAIL SCALE: 3 '= 1' -0" D .W CEILING 3 —5/8" 25 GA TOP CHANEL. 3 -5/8" 25 GA STUD CHANEL C 24 0.C. 1,/2" D.W. AT BOTH SIDES ATTACHED W/ 1" LONG. No.6 SCREEWS 8" O.C. AT PERIMETER 8: 12" O.C. AT INTERM. SUPPORT. 3 -5/8" 25 C.14 INTERM. BRACE 3-5/8" CHANNEL 25 GA, ANCHOR TO CONC. SLAB W/ 5/8" NAILS © 24" O,C. 4-" BASE (By Owner) PARTITION WALL SECT. (TYP. N.T.S. i/, I GALVINIZED METAL REINFORCING 2"X4" WD. TRUSSES 2 "X4" DIAG. BRACING 2 "X4" PERMANENT LATERAL BRACING BOTTOM CHORD R- BATT INSULATION TYPICAL 3/8" X I -3/8" FINISHED WOOD TRIM JAMBS - POCKET DOORS SCALE: 3 "= 1' 4 5 /3" ( 1 I JOIST NANGER "HUGHES" EUH 24 6, 20 GA. GALV. NAILED W/ 4 -10d. AT HEADER AND 2 -10d. X 1- % " LONG AT EACH JOIST (410 LBS.) ATTACHED D1AG. BRACING W/ A -34 SIMPSON ANCHOR 1" NAIL) (USE 8 -ad. X I -Y2' APPROVAL No. 91- 0101 -05 AT EACH END. I "X2" P.T. WD. FURRING OR MTL. H1 -HAT a 16" 0.G. I" DRYWALL (TYP.) I 11 X4" PT. WD. FARE STOP CONT ABOVE I "4" WALL FURRINGS I" DRYWALL ON 1 "4" PT. WD. FURR a 24" 0.G. AND R- INSULATION. WOOD TRIM FASTENED CASING NAILS 6 12" 0.C. WOOD TRIM FASTENED CASING NAILS 9 12" O.C. SCHEDULED DOOR 3/4" KERFED FINISHED — WOOD JAMB CONT. P.T. 1/4" WOOD SHIM NOM. P.T. 2X4 WOOD BLOCKING FASTENED TO GALV. METAL STUD 9 12" 0.0 TERMINATE WOOD BLOCKING a DOOR HEADER WITH S -10B STAGGERED WITH 8 -108 STAGGERED SCHEDULED GYPSUM PARTITION ' DOUBLE 2X4 WOOD HEADER BI -FOLD DOOR -HEAD SCALE: 3 "= 1' WOOD TRIM FASTENED WITH 5 -1013 CASING NAILS a 12" O.C. STAGGERED BI -FOLD DOOR i HEAD - POCKET DOORS SCALE: 3 "= 1' 4 ?i" L' — r HEAD TRACK SCHEDULED GYPSUM PARTITION DOUBLE 2X4 WOOD HEADER WOOD TRIM FASTENED WITH 8 -1013 CASING NAILS a 12' 0.G. STAGGERED I- I/2 "X1 -1/2" FINISHED WOOD TRIM WOOD TRIM SCHEDULED DOOR GYPSUM BOARD CAULK SCHED. DOOR 3 JAMB ANCHOR CLIPS PER JAMB MIN. MTL. JAMB TYPE "B" (2) GALV. STEEL STUDS a EA. JAMB (TYPICAL) SEE PLANS 3 ." SOUND ATTEN. BLANKETS. SEE FLOOR PLAN FOR LOCATION METAL JAMB DETAIL SCALE: 3 "= 1' 2 "X4" a 24" 0.0. 2 "X4" PT. WD. LEDGER ANCHORED W/ Y' d. RED HEAD SCREWS 6" LONG INTO CONC. FILL BLOCK CELLS AT 24" O.C. (TYP.) - CONCRETE TIE BEAM -2 (SEE SCHED. FOR REINFORCEMENT). +HURRICANE STRAP EMBEDED INTO RAKE BEAM W /GALV. TRUSS SEAT AT EACH TRUSS. "HUGHES" DIG W/ 4 -10 dX I -y" THRU SEAT PLATE 4 9 -10 d. X 14Y" THRU STRAP (UPLIFT = 1,410 LBS.) 8 "X12" CONC. RAKE BEAM (SEE SCHED, FOR REINFORCEMENT) ATTACHED DIAL. BRACING W/ A -34 SIMPSON ANCHOR 1" NAIL) (USE S -ad. X 1 - %4' APPROVAL No. 91- 0101 -05 AT EACH END. -I " 5 VERT. 9 4' -0" 0.C. 8" CONCRETE BLOCKS GABLE END DETAIL SCALE: 3/4" = 1'— REVISIONS 09/ 23/ 2003 Sheet Number A-04 Project Owner LAURA MARL FRADtRONE, INC 20155 1E 30 PI. MIAMI SHORES, FLORIDA Date Of Issue 03/30/03 Drawn By NAVIPA Checked By V.MARZO Scale AS SHOWN Job Number SHEET No. L -01 of I) FILE NAME: EXISTING GRADE SOIL MIX NEW REINFORCED RUBBER NOSE. DETAIL N.T .S. NOTE: DISTANCE TO CENTER LINE WILL VARY ACCORDING TO SPECIES AND HABIT OF GROWTH SO THAT NATURE PLANTS WILL NOT OVERLAP ONTO SIDEWALK, STRUCTURES, PAVED AREAS, ETC. " N ( N.T.S. SIDEWALK \ \ / \ VA A /A SPACING OF PLANTS AS INDICATED ON CONSTRUCTION DRAWING 11 II 11 II 11 I1 2 "X4" STAKES DRIVEN AT ANGLE 4 DRAWN VERTICAL. DOUBLE STRANDS " 12 GAUGE 4 GALVANIZED STEEL WIRE. SAUCER DOUBLE STAKING PLANTING SOIL. DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROUTH OF ADJACENT PLANT MATERIALS. SIZE AND SPREAD OF PLANT(S) AT FULL NATURITY SIZE AND SPREAD AT TIME OF PLANTING PAVED ROAD ~v TYPICAL CURS 4 GUTTER DETAIL -PLANT BED SPACING FERTILIZER TABLETS FIN. GRADE REMOVE: BURLAP FROM TOP Y3 OF BALL. 3" MULCH LAYER SHRUB PLANTING DET'iQ. N.T.S. GENERAL NOTES: PLANT °ASLET SEE SPECS FOR REQUIRED QUANTITY. PREPARED PLANTING SOIL. 1.- PLANT QUALITY ALL PLANT MATERIAL SHALL BE EQUAL TO OR BETTER THAN FLORIDA No. I AS CLASSIFIED BY GRADES AND STANDARDS FOR NURSERY PLANTS" BY THE DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF ACsRECULTURE. THEY SHALL HAVE A GROWTI -1 I -4ABIT THAT IS NORMAL FOR THE SPECIES HEALTHY, VIGOROUS, FREE FROM INSECTS, DISEASE AND INJURY, 2.- PLANTING SOIL ALL PLANT MATERIAL. WITH TINE EXCEPTION OF PALM TREES AND 131EACN MATERIAL SHALL BE PLANTED WITH THE FOLLOWING SOIL: 50% SAND AND 50% MUCK THERE MUST BE A SLIGHT ACID REACTION TO THE SOIL WITH NO EXCESS OF CALCIUM OR CARBONATE, SOIL SHALL BE DELIVERED IN A LOOSE FRIABLE CONDITION. ANY OTHER SOIL MIX MUST BE SUBMITTED TO AND APPROVED BY THE LANDSCAPE ARCHITECT. 3.- FERTILIZER THE FERTILIZER SHALL SE UNIFORM IN COMPOSITION, DRY AND FREE: FLOWING AND SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS, BEARING THE MANUFACTURER'S GARANTEED ANALYSIS. FERTILIZER FOR TREES, SHRUBS, CONTAINE=RIZED GROUNDCOVERS 4ND VINES SHALL BE AS FOLLOWS: 5 L. FEC- 3 -24 -0 • 1305 AS MANUFACTURED BY FLORIDA EAST COAST FERTILIZER, CO., HOMESTEAD, FLORIDA AND 2 LBS. FEC- 15 -5-5 • 2500 OR EQUAL PER CUBIC YARD OF SOIL. FERTILIZER FOR GROUNDCOVER SEEDLING BEDS: BROADCAST 4 • OF THE ABOVE VIX FOR EACH 500 SF. OF BED AREA FERTILIZER FOR TURF ESWTABLISHMENT +- BROADCAST 15 *OF F.E.C. 1 -11 -1 OR EQUAL PER 1000 SF. (650• PER ACRE). 4.- MULCH SHALL BE SHREDDED PINE OR EUCALYPTUS MULCT -1, AND MUST BE EPPROVED BY THE LANDSCAPE ARCHITECT. PLANTING AREAS NOT COVERED BY GRASS SHALL BE MULCHED, TO A DEPTH OF THREE INCHES TO PRESENT A FINISHED APPEARANCE. THIS INCLUDES, BUT NOT LIMITED TO,ALL SHRUB AND GROUND COVER AREAS. g.- ALL AREAS DESIGNATED AS "SOD" SHALL BE COVERED WITH ST. AUGUSTINE 'FLORATAM' SOLID SOD LAID OVER A FINELY GRADED 2" SOIL BLANKET. 6.- EXISTING AREAS TO BE SODDED SHALL SE CLEARED OF WEEDS, GRASSES, ROCKS AND DEBRIS PRIOR t0 SODDING t0 THE LIMITS SHOWN ON THE LANDSCAPE PLAN (SP. L -I) 2- CONOCARPUS ERECTUS 12' HT. x S' SPR. MULTI -STEM. FULL 2- LIVE OAKS TO REMAIN 1- ROYAL PALM TO REMAIN 33- MURRAYA PANICULATA 30" x 24" SPR. 3 GAL. CONT_, 24" D.C. 3- CORDIA SEBESTENA S' NT. x 6'SPR 4- LIVE OAKS TO REMAIN Lir SOD 21- MURRAYA PANICULATA 30" N.T. x 24" SPR 3 GAL. CONT., 24" O.C. 15- ALLAMANDA NERIIFOLIA 24" O.C., 3 GAL. CONT. 64- ANNUALS 1 GAL. CONT., 12" O.C. S- 0P1-1I0POGON JAPONICUS 10" SPR, I GAL. CONT., 12" O.C. EXISTING LIVE OAK t0 REMAIN SOD NOTES: 20'4) 20' -0" 10' -0" 1. VIBURNUM SUSPENSUM IS AN ALTERNATIVE TO MURRAYA PANICULATA. (SAME SIZE SPECS, 4 QUANTITIES). 2. EXISTING OAK TREES TO REMAIN SHALL BE SELECTIVELY PRUNED AND TRIMMED. PLANTING PLAN SCALE: 3/32" : 1' -0" EXISTING LIVE 04K TO REMAIN SOD 19- MURRAYA PANICULATA 30" HT, x 24" SPR 3 GAL. CONT., 24" O.G. 9- ALLAMANDA NERIIFOLIA 24" O.C., 3 GAL. CONT. 3- RAVENALA MADAGASCARIENSIS 12' HT., HEAVY CLUMP I- PSIDIUM LITTORALE 5' 1-47. x 6' SPR. 34- ANNUALS 1 GAL. CONT., 12" O.G. 12- NEPHROLEPIS EXALTA 'DWARF. 10" O.A., 1 GAL. CONT. 12" O.C. SOD 6 -IXOR4 "SUPERKING" 36" HT. x 30" SPR. 7 GAL. CONT. 42- MURRAYA PANICULATA 30" NT. x 24" SPR 3 GAL. CONT., 24" O.C. EXISTING ROYAL PALM TO REMAIN. 1- PSIDIUM LITTORALE S' HT. x6'SPR. 2- LIVE OAKS TO REMAIN VRIESEA IMPERIALIS 24" O.A. 11- NEOREGELIA VARIEGATED. I GAL. CONT. 2- ROYAL PALMS TO REMAIN L-01 Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 PL MIAMI SHORES, FLORIDA. Sheet Number Date Of Issue 03/30/03 Drawn By NAVIPA Checked By V.MARZO Scale AS SHOWN Job Number SHEET No. 1 - 01 of I FILE NAME: A F 26091 METER -a- a. I VAULT TEST COCK . 1 ! 1 I METER I I VAULT 1 I �^ MIAMI- DA DE lYATER & SEWER RUTH. OEPT. NOTES 2 ,. PLAN VIEW N.r.s. r _SPPRovEO REVISED 6-18- r —� ELEVATION VIEW N .T.3. CONC. SLAB ANTI - .SIPHON PRESSURE TYPE VACUUM BREAKER I . THE ASSEMBLY SHALL BE INSTALLED WITH MINIMUM HORIZONTAL CLEARANCES OF 30 INCHES FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS. 2. GUARD POSTS SHALL BE INSTALLED IF THE ASSEMBLY IS EXPOSED TO POSSIBLE DAMAGE FROM VEHICULAR TRAFFIC,AS DETERMINED BY THE DEPARTMENT, OR THE WASAD INSPECTOR. STAN OARO DETAIL. PRESSURE VACUUM BREAKER IRRIGATION SYSTEM ONLY 3. THE ASSEMBLY SHALL 8E INSTALLED IN AN ACCESSIBLE LOCATION, APPROVED BY THE DEPARTMENT AND THE WASAD INSPECTOR. 4 . PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH GALVANIZED MALLEABLE IRON THREADED FITTINGS IN ACCORDANCE WITH WASAD "CONSTRUCTION SPECIFICATIONS FOR DONATION OF WATER MAINS." 5. ALL EXPOSED METALLIC THREADS SHALL BE PAINTED WITH BITUMASTIC PAINT. ANTI- SIPHON PRESSURE TYPE VACUUM BREAKER BALL. VALVE a " 6. THE DEPARTMENT SHALL HAVE UNRESTRICTED AND CONTINUOUS ACCESS TO THE VACUUM BREAKER ASSEMBLY. BALL VALVE 12 MIN. A8OVQ HIGHEST. SPRINKLER HEAO OR HOSE BIBB CONC. SLAB WITH It 4 12"�EW ITEM 111I(( GUAAO POSrt OETAII. w �a.5 CROSS SPEC, REF. REF, WS A19 SHEET IV.2 GENERAL IRRIGATION SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES, CONTRACT DRAWINGS, AND CONTRACT SPECIFICATIONS. IRRIGATION DESIGNS BASED ON 'PLANTING PLANS' CONTRACTOR SHALL REFER TO THIS PLAN TO COORDINATE SPRINKLER LOCATIONS AND PIPE ROUTING WITH NEW AND EXISTING PLANT LOCATIONS. • EACH IRRIGATION PLAN SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL INSTALL IRRIGATION TO MATCH ON SITE CONDITIONS AND TO OVERCOME THE INHERENT INACCURACIES THAT RESULT WHEN DESIGNING FROM BASE PLAN SCALED • THIS IRRIGATION HAS BEEN DESIGNED AS A TYPICAL BLOCK VALVE TYPE USING TORO SPRINKLERS, TORO IN -LINE VALVES, AND RAIN BIRD CONTROLLERS. A RAIN SENSOR SHALL BE INCLUDED, PER SYSTEM TO CONSERVE WATER. THE WATER SOURCE FOR THIS SYSTEM SHALL BE A CITY WATER METER. CONTRACTOR SHALL VERIFY THAT CITY PRESSURE IS MAINTAINED ABOVE- 50 PSI WHEN IRRIGATION IS PROGRAMMED TO OPERATE. BACKFLOW PREVENTION SHALL BE INSTALLED TO MEET LOCAL CODE REQUIREMENTS FOR CROSS CONNECTION CONTROL, A PRESSURE VACUUM ASSEMBLY HAS BUN SPECIFIED. CONTRACTOR IS ADVISED TO STUDY THE PLANS FOR ADDITIONAL INFORMATION AND TO VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS. TO INSURE PROPER OPERATION OF THIS SYSTEM, SOURCE SIZE, VALVE SIZES, ZONE CAPACITIES, SPRINKLER SPACING; PIPE AND WIRE SIZES, INSTALLATION NOTES AND DETAILS, AND SPECIFICATION SHALL BE FOLLOWED AS SHOWN. PIPING PIPE ROUTING IS SCHEMATIC ONLY AND SHALL BE ADJUSTED FOR ON SITE CONDITIONS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL, CODES AND PIPE MANUFACTURER'S INSTRUCTIONS. PIPE ROUTED UNDER HARDSCAPED AREAS SHALL BE SLEEVED IN .SCH 40 PVC. CONTRACTOR SHALL VERIFY THE SIZE, DEPTH, AND LOCATION OF P EXISTING SLEEVES. PIPE INSTALLED ABOVE GRADE FOR EACH BACKFLOW PREVENTER SHALL BE SCH 40 PVC. ALL OTHER PIPING SHALL BE SCH 40 TYPE 1120 PVC, PIPE SIZED TO LIMIT FLOW VELOCITIES TO 5 FEET /SECOND AND TO LIMIT FRICTION LOSS IN THE PIPING NETWORK. PIPE SHALL BE INSTALLED SO BACKFILL DEPTHS ARE MAINTAINED AT 12' FOR THE MAIN LINE AND LATERALS ROUTED UNDER PAVEMENT, AND AT 8' FOR ALL OTHER LATERALS. BACKFILL SHALL BE OF SUITABLE MATERIAL, FREE OF ROCKS, STONES, AND OTHER DEBRIS THAT WOULD DAMAGE IRRIGATION SYSTEM COMPONENTS, BACKFLOW PREVENTER SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES AND SHALL BE LOCATED TO BE CONCEALED FROM VIEW, GATE VALVES SHALL BE INSTALLED PER SYSTEM FOR ISOLATION. EACH VALVE SHALL BE TO LINE SIZE. AND INSTALLED IN A VALVE BOX. POROUS MATERIAL SHALL BE INSTALLED PER BOX TO PROMOTE DRAINAGE. I 1� 1 z _LA►%-f L I.-1_14Q PIM TN{P DETAIL- 6" OR 12" POP -UP SPRAY HEAD (SWING PIPE) DETAIL- CONTROL VALVE IN VALVE BOX /*Pfl 1,rmi ocirm 1, rr IE cbc : 1, O P, __ -... 1 L141 \ V A. r.-- I CI f G�P 1 A A II I.��iPn it N IRRIGATION PLAN SCALE: 3/32" = I' -0" -(, H I S ,`- �,� 4 i --.- /2,1 t-Ir1 LI r..;, f4,5 16 - 51 !2, I -' I 4 Ida -=-a' I (2' I 46 U `de) 1-1/3 I lH ■ F- U H U L() I -01 N N� W tn M M z o r:-. cd r:4 Qj t N Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 PL MIAMI SHORES, FLORIDA. Sheet Number COLUMN SCHEDULE WF 24 Checked By 8 "x12" CONC. TIE COL. (4) "5 VERT. BAR CONT. FROM BEAM TO FTG. 4 *3 TIES 012 " Scale •- • J • • S -01 of 20 ® -I-SE 8 "x8" CONC. FILL CELL W/ (I) "5 BAR CONT. FROM BEAM TO FOOTING. 8 "x8" THICKNED EDGE CONCRETE FTCs. WITH (1) "5 CONT. p_,A 0 3 -1 /2 "X 3 -I /2 "X 1/4" STL. COLUMN. (SEE DTL.) AT 51-1. 5 -05. 8 "x16" CONC. TIE COL. (4) *5 VERT. BAR CONT. FROM BEAM TO FTG. 4 *3 TIES a 12" U.G. ' . C4- 16"x16" CONC. COL. W/ (8) *5 VERT. 4 *3 TIES a 0" C/C. • • • • • • 24 "X 60" ISOLATED FIG. WITH *5x10 "E.W. C� 8 "x29" CONC. COL. (8) "5 VERT. BAR 4 *3 TIES 0 12' 0.G. • • • • • • ■ • • a -. 14 32"X 54" CONC. FIG. WITH * 5 0 10" E.W. 8 "x40" CONC. COL. W /(8) "5 VERT. BAR 4 *3 TIES a l2 " O.G. h c • • 48 "WX 48 "WX 15 "4:: PAD FOOTING= WITH *5 m 10" O.C. EACH WAY TOP 4 BOTTOM. �� F4 FOOTING SCHEDULE WF 24 Checked By 12 "X24" WALL FOOTING WItI -T (3) * 5 LONG 4 "5 a 48 O.C. Scale AS SHOWN Job Number • • S -01 of 20 FILE NAME: -I-SE 8 "x8" THICKNED EDGE CONCRETE FTCs. WITH (1) "5 CONT. 38 "WX 38 "WX 12 "P PAD FOOTING WITH *5 a 10" O.C. EACH WAY TOP 4 BOTTOM. • • • • • • • • 24 "X 60" ISOLATED FIG. WITH *5x10 "E.W. • • • • • 32"X 54" CONC. FIG. WITH * 5 0 10" E.W. . • • • 48 "WX 48 "WX 15 "4:: PAD FOOTING= WITH *5 m 10" O.C. EACH WAY TOP 4 BOTTOM. �� F4 \/ 8 "x8" STEP FOOTING WITH (1) 1 •5 CONTINOOS. / ICJ II . 1 38 "X 15' -8" PAD FOOTING WITH *5 a 12" O.C. EACH WAY TOP 4 BOTTOM. �� P, • • • • './ • • • • Date Of Issue 06/13/03 Drawn By NAVIPA Checked By V.MARZ0 Scale AS SHOWN Job Number SHEET No. S -01 of 20 FILE NAME: STRUCTURAL NOTES C O D E S 1.- FLORIDA BUILDING CODE, 2001 EDITION. 2.- AMERICAN INSTITUTE OF STEEL CONSTRUCTIONS "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN ", 1989. 3.- AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 318 -99. 4.- AMERICAN FOREST AND PAPER ASSOCIATIONS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ", 1991 ( "NDS "). 5.- AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MANSORY STRUCTURE" ACI 530 -95 /ASCE 5 -95. II. MATERIALS UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. 1.- STRUCTURAL STEEL: ASTM A 36. ANCHOR BOLTS. U.O.N.: 2.- CAST -IN -PLACE CONCRETE FOUNDATION: SLABS ON GROUND: COLUMNS AND BEAMS: 3.- REINFORCEMENT DEFORMED BARS: WELDED WIRE FABRIC' 4.- WELDING ELECTRODES' 5.- BOLTING MATERIALS' 6.- FRAMING LUMBER' III.- GENERAL IV.-- CONCRETE NOTES CONCRETE EXPOSED TO EARTH OR WEATHER: '5 OR SMALLER '6 OR LARGER V. MASONRY NOTES VI.- WOOD NOTES ASTM A 307. 3 KSI NORMAL WT. 3 KSI NORMAL WT. 3 KSI NORMAL WT. ASTM A615, GRADE 60. ASTM A185, GRADE 60. E70xx LOW HYDROGEN. ASTM A325 OR A490 U.O.N SOUTHERN YELLOW PINE No,2. 9% MAX. MOISTURE CONTENT. f'o= 1200 PSI MINIMUM. NOMINAL SIZE DRESSED S4S, 1.-- NOTE, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY SOWN. PROVIDE DETAILS OF SIMILAR NATURE. VERIFY APPLICABILITY [3Y SUBMITTING SHOR DRAWING FOR REVIEW. 2.- STRUCTURAL DRAWING SHALL BE USED IN CONJUNTION WITH THE SPECIFICATIONS, ARCHITECTURAL AND MECHANICALS DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSABILITY TO NOTIFY THE ENGINEER PRIOR TO FORMING WORK, 3.- DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 4.- SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATERPROOFING AND FIRE PROOFING DETAILS AND REQUIREMENTS. 5.- AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PERSON AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTIONS. DRAWING HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING. 6.- CONDITIONS IF, DURING EXCAVATION OR CONSTRUCTION ACTUAL ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE NOTIFIED. 1.- REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, U.O.N. IN DRAWINGS. CONCRETE POURED AGAINST EARTH 3" CONCRETE NOT EXPOSED TO WEATHER OR IN CONCTACT w/ GROUND: COLUMNS (TIES AND MAIN REINFORCING) 1-1/2" SLABS, WALLS, JOINTS, '11 OR SMALLER 3/4" BEAMS (STIRRUPS AMD MAIN REINF.) 1 -1/2" CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS. 2.- ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE IF NECESARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 3.- THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPES SLEEVES, ETC. . . AS REQUIRES BY ALL TRADES, BEFORE THE CONCRETE IS POURED. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AS WELL AS THE STRUCTURAL DRAWING FOR THE LOCATION, NUMBER AND SIZE OF ALL OPENINGS, SLEEVES, ETC... . HOWEVER, OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER IS OBTAINED. 4.- LOCATION OFF ALL CONSTRUCTIONS JOINTS NOT SHOWN IN DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING OF REINFORCING. ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN REBAR DETAIL DRAWINGS. ENGINEER MAY REQUIRE ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS. 5.- CONCRETE FINISH FOR SLAB ON GROUND SHALL BE "LIGHT BROOM FINISH ". CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE " SMOOTH FORM FINISH, ACI 301 -89 (10 . 2 . 2). 1.- HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90, ON GRADE N, TYPE I, NORMAL WEIGHT f'm= 1500 P.S.I. 2.- MORTAR SHALL CONFORM TO ASTM C270, TYPE "M" OR "S" FOR ABOVE GRADE, TYPE "M" FOR BELOW GRADE, f'rn= 2000 P.S.I. 3.- GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 f'm =3000 P.S.I. STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEEDING 4 FEET VERTICALLY AND A SLUMP OF 9 "± 1 ". 4. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS MINIMUM LAP SPLICES SHALL BE 48 BARS Dia. AS FOLLOWS" "3 BARS 1' - 6" "4 BARS 2' -0" "5 BARS 3' -0" "6 BARS 3' -0" 5.- HORIZONTAL REINFORCING SHALL BE No.9 GAGE, LADDER TYPE FOR REINFORCED MASONRY AND TRUSS TYPE FOR ALL OTHERS, AND SHALL BE PLACED EVERY OTHER COURSE U.O.N. 6.- ALL BLOCK SHALL BE PLACED IN RUNNING BOND. 1. ALL WOOD IN CONTACT w/ CONCRETE, MASONRY OR LATH SHALL BE PRESSURE TREATED AS PER "AMERICAN WOOD- PRESERVES ASSOCIATIONN" 2.- STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF f'b =1200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE No.2, NOMINAL SIZE DRESSED S4S OR APPROVAL EQUAL. LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE CORRECTED BY BRIDGING AND NAILING, 1 -1/2" 2" ;I • • 4 -1 24" 1 CI (AT TB.) SCALE: 3/4" = l' -0" 40" ■4 OA a 3 / i il'! (CONTINUOS FTNG.) SCALE: 3/4" = I' -0" TYPICAL CORNER DETAIL- 1 ETAIL TYPICAL. CORNER DETAIL TYP. MASONRY REINFORCING FOR ZONE "5" (ALL CORNERS) 1 TYFDICAL. MASONRY FRE INFORC ING SCALE: 3/4" I' -0" '1 C4 JJF 24 F J_ C2 1 WF 24 2 +' 5.5' L. 8" c.B.S. WALL • 5 VERT. EMBEDED IN FTGN. 4 TB-1 (SPLICE 30" MIN.) TYP. 12' -b" 13' -8" B - (ABOVE) 8" CONC. -' - TSE a „ 1 C6 -rt-- - N U 30 - 2 "5.5'L. F3 4 -2 SCALE: 1/4" = 1' - 0" c1 9 •4 15' -10" 14' -6 C.J. 15' - b" 4" CONC. SLAB W/ 6X6 - I0/10 WWFM ON WELL COMPACTED PILL (es % DENSITY) ADD 5 MILL VAPOR BARRIER SEE 5H. A - 01 FOR TERMITE PROTECTION NOTE. a' -0" 18' -4" FOUNDATION PLAN • 5 VERT. EMBEDED IN FTcN. 4 TB -I (SPLICE 30" MIN.) TYP. C1 M c1 4 _ L WF 24 J • • 1 \- 13-4 (ABOVE) �I/ I�11 /1 Zrt 1 9 �- 9 4 U F U H 0 c Project Owner LAURA MAAL FRADERONE, INC. 20755 N.E. 30 Pt MIAMI SHORES, FLORIDA. Sheet Number DESIGN LOAD Drawn By NAVIPA Checked By D.L. ........... 25 PSF WIND LOAD PROVISIONS L.L. 30 PSF EXPOSURE "C"± CATEGORY = 1 1 t 1 =1.0 M.W.F.R.S. ENCLOSED AREAS = 31 PSF Kz =0.55t Kzt =1.0t Kd =0.85± V =146 MPH OPEN AREAS = 30 PSF q= 0.00256 xKzxKztxKdxv 39.42 PSF 4' =tan 4.5/12= 20 °= 12.44 ME4N ROOF HEIGHT= 23' -0" EFFECTIVE WIND AREA 300 5F. a= 3' -0" ZONE 1= -31.15 PSF. (NET UPLIFT) ZONE 2 4 3= -56.31 PSF (NET UPLIFT) OH= -S2.30 PSF (NET UPLIFT) BEAM SCHEDULE AS SHOWN Job Number MARK ELEVATION T.O.B. SIZE REINI= ORCINC STIRRUPS REMARKS TOP BOTTOM 8 - I 11.0' S "x24" 2* 6 2* 6 $3 a 10" 5-2 11.0' 5"x24" 2* 6 2* 6 *3 a 10" SEE DTL. B -3 11.0' 5"x24" 2" 6 2* 6 *3 a 10" ADD 2* 6 INTERM. B -4 10.5' S "x12" 2* 6 2* 5 *3 a 5" SEE DTL. B -5 11.0' 5 36" 2 *6 2 *6 *3012" ADD 2 *6INTERM. B -6 VARIES 5 "x 2* 5 2* 5 *3 a 12" ADD 2" 5 INTERM. RS VARIES 5"x 12" 2 *5 2 *5 *3x12" DTB 10.61' 5"x30" 2* 6 2* 6 *3 a 12" ADD 2* 6 INTERM. SEE DTL. AT 5 -05 TB -1 10.61' 5 2" 5 2* 5 *3 a 12" TB -2 19.53' 5"x12" 2 *5 2 *5 *3a 12" TB -3 RAKE 5"x12" 2 *5 2 *5 *3a 12" LT VARIES 5"x8" CAST - CRETE /PRECAST U-LiNTEL S L1 S Date Of Issue 06/13/03 Drawn By NAVIPA Checked By V.MARZO Scale AS SHOWN Job Number SHEET No. S•02 of 20 FILE NAME i ROOF PLAN NOTES: 1.- FOR CONNECTION OF PREFAB. WOOD TRUSSES TO CONCRETE BEAMS PROVIDE "DTC" GALV. TRUSS ANCHOR BY "USP" W/ 4 -10d x 1- z" NAILS TO SEAT PLATE AND 9 -10d NAILS TO STRAP. 2.- FOR ROOF SHEATING PROVIDE 5/5" "CDX" PLYWOOD UJ/10d NAILS a 6" ALONG EDGES, INTERMEDIATE SUPPORTS 4 led NAILS a 4" o.c. AT GABLE ENDS. 3.- FOR ALL EXTERIOR SOFFITS EXCEPT OVERHANGS PROVIDE MIN. 1/2" PLYWOOD SHEATING W/ SD NAILS a 6" ALONG EDGES 4 AT ALL SUPPORTING TRUSSES BOTTOM CHORDS. 4.- FOR ALL PIGGYBACKS PROVIDE 14 GA. x 1" GALV. STRAP BY "SEMCO" MODEL No. RTPGA 816 a EACH TRUSS W/ 4 -16d NAILS EACN MEMBER 5.- DENOTES 2 "x4" BOTT. CHORD CONT. LATERAL BRACING W/ 2 -16d NAILS EACN END. A 0 D GIRDER'S / TRUSSES ANCHOR LEGEND: "USP" SERIES DTC W/ 4 -10d x 1 -1/2" TO SEAT 4 9 -10d x 1 -1/2" TI4R1.1 STRAP UL 1,410 Lb. SEE TYP. WALL SECTION AT S1-4. 5 -03. PGA 01- 0124.06. SEE DETAIL AT 51-l. 5 -04 SEE DETAIL AT SH. 5 -04 SEE DETAIL AT SH. 5 -04 T. 0. TIE BEAM ELEV. + 10.67' * 5 VERT. EMBEDED IN FTGN. 4 TB -1 (SPLICE 30" MIN.) TYP. 2"X6," P.T. W. 7 LEDGER (SEE DTL.)I 2"X6" P.T WD. '-- LEDGER (SEE DTL.) CONC. BALCONY SLAB/ SEE DTL. FO )R REINF. ( PRE ENG. W. TRUSSES SUBMIT I 51-10P DWGS. 4 CALC. FOR APPRO L TSERAfED — I PERMIT 15 REQUIRED) 1- 1- 19 ROOF BELOW RAKE BM. B -3 BELOW I r J I I m SCaL E: I/4" = J ROOF BELOW.) T. 0. TIE BEAM ELEV. + 10.67' 1 pl t — B -3 BELOW II 2"X(6" P.T. W. � LEEDC�ER. (SEE DTL.)' - 1 SECOND FLOOR FRAMING PLAN /ER C4 *415'L a 10" TOP I I [Q 1 C2 0 4 -- t-- 0 R- 1160 I. U- 1340 lb. ELEV. R -1600 lb. U- 1250 Ib. B - BELOUJ (SEE REAR ELEV.) "4x12" BOTTOM N a) 0 V T. 0. TIE BEAM R -1160 Ib. U-1340 Ib. 0 4- "4.51- a 10" TTP BALCONY REINF. SLAB DETAIL. SCALE: 1/4" = ELEV, + 19.a3' D ROOF BELOW 36" x 20" ATTIC ACCESS W/ EYE LID X KE ) R- 950 Ib. U -150 Ib. 4 1/2 12 GIRDER _ 1 17 T 1 i ,I GABLE END / RAKE BEAM (5EE ELEV. 4 SECTION) ROOF FRAMING PLAN SCALE: 1/4" = GABLE END / RAKE BEAM (SEE ELEv. 4 SECTION) 1111 - 1- r ----- T {- - - 6 - - - }- �f A 1 _1 D 12 T1 4 1/2 I 1_L I I 1 I/ LL / PRE ENG. W. TRUSSES 24" O.C. SUBMIT SH0P DIGS. 4 CALC. FOR APPROVAL (SEPARATED PERMIT 13 REQUIRED) I TB -2 1 1 1 { r — i—I— — ----I -- -1- -- ROOF BELOW (TILES) I m J R -1600 Ib, U- 120 Ib. 0. TIE BEAM ELEV. + I9.a3' ( ( G ( / /00 R-1 Ib. u- 1340 Ib. TYP. O.H. ELEV. + 1S3' REVISIONS 09/ 23/ 2003 1 • M O 0 n • • • • • E•i w • Project Owner LAURA MAAL FRADERONE, INC 20155 NE 30 It MIAMI SHORES, FLORIDA Sheet Number S-02 Date Of Issue 06/13/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Number SHEET Na S•03 of 20 FILE NAME 0_ 0 C J CJ 0 ■ TB -3 -/ -4 II II t cI F 11— • C, 2' -0" a" ESC: 3/4" = I' -0" DTC, "5 a 48" TB -2 LINTEL 8" x 8" CONC. CAP B -2 PROPOSED PIGGY BACK TRUSSES a 24" O.C. ATTACHED ABOVE TRUSS PANEL POINTS ONLY. USE STRAP RAFTER TIES RT 24F a 4' -0" O.G. MANUF. USP CONNECTORS NAIL I8-1641 ON EACH MEMBER STRAP AROUND TOP CHORD TRUSS 4 BOTTOM OF PIGGY BACK TRUSS AT PANEL POINTS. UPLIFT 15565" P.G.A. 00- 1218.03 0 2" x 4" PT. WD, W/ CONC. NAILS a 12" O.C. B -I BEHIND 5' -0" R -10" ENTFRANCE FOCI TB -2 (RAKE) B -3 DTC ■ SECTION THRU ENTRANCE. 4 �a a • ° O = E Q co d 0 TOP OF BEAM ELEV TOP OF BEAM ELEV. + 11' -0" FIN. FLOOR ELEV. ±0' -0" %" EXTERIOR PLYWOOD TYPE "CDX" 12 PANEL POINTS OF TOP CHORD TRUSSES FIN, FLOOR ELEV. +11.0' FN, FLOOR ELEV. ±0' -0" L / 1 ESC: 3/4" = 1' -0" TYP. 4 *5 BENT BARS 30" LONG EA. WAY *3 a 8 " CONC. SL 45 1 4 "5 VERT (SEE COL. REINF. SCHEDULE) B -4 IN CANTILEVER SEE RE INP. SLAB DETAIL. AT SH. 5 -02 BALCONY FLOOR B -4 - 2"6TOP *5 BOTT GRADE. GALV. METAL DRIP OVER 1 "x2" P.T. WOOD NAULER CONT. TOP OF BEAM ELEV. +1 9.83' PAINTED WOOD FASCIA NAIL IT 4" o.c. PAINTED 1/2" PLYWOOD - ATTACHED U)/ 8D NAILS a 6" o.c. AT EDGES AND INTERM. SUPPORTS LIGHT TEXTURED STUCCO ON 8" CONCRETE BLOCKS HURRICANE STRAP "USP" DTC WITH 13 -10d NAILS EACH FLOOR TRUSS TYPICAL FIN. FLOOR 8 "x12" CONC, TIE BEAM WITH 2 -"5 TOP d 2 - BOTT. AND 2 -"5 BARS 5' LONG BENT AT CORNEA AND 4 -"3 TIES a 12" c.c. FROM CORNERS d 48" ELSEWHERE LIGHT TEXTURED STUCCO ON S" CONCRETE BLOCKS PROVIDE HORIZONTAL JOINT REINFORCEMENT a 16" c.c. EVERY OTHER BLOCK COURSE "9 LADDER TYPE TYPICAL. r = CLAY BARREL ROOF TI ES OVER (I) LAYER OF 90" SLATE NOT MOPPED VER (I) LAYER 30" FELT TIN AGGED OVER - 57 " EXTERIOR GRADE PLYWOOD. (INSTALL AS PER APPROVAL ACCEPTANCE) 26 GA GALV. MTL. DRIP 3" WILE, NAILED W/3/4" ANNULAR RING SHANK a 4" o.c. d LAPP 4" MIN. 1"x2" PT. WOOD BLOCKING r i r 6 "x24" SCREENED VENT. EVERY 2' -6" o.c. NET FREE VENT 1 a 150 OF CLG. AREA. ESC: 3/4" = 1' -0" 4' 1 12 ELEV. +11' -0 TOP OF TB ELEV. +1 0.67' GROUND FL. FIN. ELEV. +0' -0" 1 dii •di• Ve 1 < -t 1= III =III — III —I 1 = III =III ° :III -III tx� I � I— —I I 1 I I –III -I 1 =11 HI II 11 I 1 H I I I I 7T—TT—TiTIIImIIIft - I TYPICAL WALL SECTION. — X— x — X— x — PRE -FAB WOOD TRUSSES AS PER MANUFACTURER'S SPECS. INSULATION (R =19) 6" THICK 1/2" TYPE "X" DRYWALL ON 1 "x3" WOOD FURRINGS OR MTL.HI -HAT a 16" o.c. I "x 4" P.T. WOOD FIRE STOP HURRICANE STRAP "USP" DTC WITH 13 -10d NAILS EACH TRUSS TYP. PCA 01- 012406 (UL. 1410 l .) 8 "x12" CONC. TIE BEAM WITH 2 -"5 TOP 4 2 -"5 BOTT. AND 2 -*5 BARS 5' LONG BENT AT CORNERS AND 4 - 1 3 TIES a 12" c.c. FROM CORNERS 4 48" ELSEWHERE WOOD FURRINGS AT 24" o.c. SPRAYED INSULATION (R =3) 3/4" THICKNESS SPRAY -ON I "x4" P.T. WOOD I "x4" BASE BOARD (1- LAYER) OF 3/4" TONGE 4 GROVE PLYWD. "8d NAILS 6" a EDGE 12" INTERIOR JOINTS TO BE STAGGERED 4 GLUED TO PLY 1/6" THICK '6' PLUGGED. USE APA RATED STURDY 24" PRE -FAB WOOD FLOOR TRUSSES a 24" o.c. (SEE MFR'R DRWGS.) Y" GYPSUM BOARD TYPE "X" ON 1 "x3" WOOD FURRINGS AT 16" o.c. AND MIL. 1-41 -NAT FURRINGS. 2 "x4" PT. L. LEDGER W/ Y" ?, 4 "L. ANCHOR BOLT HILTI KWIK II a 48" O.C. I "x 4" P.T. WOOD FIRE STOP SPRAYED INSULATION (R -3) 3/4" THICKNESS 1/2" GYPSUM BOARD ON 1 "x2" WOOD FURRINGS AT 24" o.c. 4 .5 DOWEL a 48" o.c. MAX. I "x4" P.T. WOOD NAILER CONT. (TYP.) Ix4" WOOD BASE BOARD 4" CONC. SLAB ON WELL COMPACTED FILL 95 % DENSITY 4 6x6 -10/10 WWFM (EL +0' -0 ") =11 I — 1 I I - 11 111 1�1 .004 MM VAPOR BARRIER 12 "x24" CONC. FOOTING WITH 3 -"5 BARS CONT. "4 TRANSV. BARS a 15" o.c. (SEE FOUNDATIONS PLAN) REVISIONS 09/ 23/ 2003 Project Owner LAURA MML FRADERONE, INC 20755 NE 30 PL MIAMI SHORES, FLORIDA Sheet Number S -03 SCHEDULE MARK DESCRIPTION MARK DESCRIPTION 1 ANGLE 3 "x3 "x1/4" W/ EXTENDED LEG (Fy =36KS1) 6 PREFABRICATED TWO OR THREE PLY TRUSS. 2 STEEL PLATE 9- 3/4 "x4 "x1/4" (Fy =36 KSI) 1 MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REQUIREMENTS. 3 STEEL PLATE I1- 3/4 "x4 "xl /4" (5y =3& K51) 4 ONE 5/8" DIAM, THRU BOLT FOR TUJO PLY TRUSS ONE 3/4" DIAM. THRU BOLT FOR THREE PLY TRUSS 8 MIN. 8 "x12" CONC. TIE BEAM (f'c =3,000 PSI, MIN.) 9 CONCRETE MASONRY BLOCK 5 5/8" DIAM. HILTI KWIK BOLT If (CARBON STEEL) 2 REQUIRED. Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN job Number SHEET No. SO4 • of 20 FILE NMIE (s) 4 9 3/4" 9 1/4" (MAX. UPLIFT: 5,800") ELEV. + 1 9.83' TOP OF BM. ESC: 3/4" = 11-011 1/4" (TYP) TOP OF CONC. BEAM TWO PLY TRUSS .t. 4 5/8" CDX PLYWOOD SHEATING W/ 8d COMMON NAILS © 6" c.c. AT TRUSS 4" c.c. AT SUB - FASCIA N.T.S. SECTION. 3" (MAX. UPLIFT = 1,200 ") 12 CONC. TIE BEAM. (B -2) 3 111/4" 44 4 4 -3/4'/ 10 3/4" — 2 "x6" SUB - FASCIA (SEE TYP. SECT. 'A') PROVIDE HURRICANE ANCHOR SEE ROOF FRAMING PLAN e 3/16 (TYP) THREE PLAY TRUSS n.t.s. HANGER DETAIL D 12" 1 #5 VERT. IN GROUTED CELLS WHERE SHOWN (SEE FTG. PLAN) PROVIDE 4" HIGH C.M.U. FIRST COURSE ABOVE T.B. (TYPICAL) TOP OF BM. 1 #5 VERT. IN GROUTED CELLS WHERE SHOWN MINIMUM EMBEDMENT (TYPICAL.) ELEV. + 11'- 0' /f NAIL PLYWOOD W/ 10d NAILS INTO LEDGER & BLOCKING © 4" c.c NOTE: - ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT II. - ALL THRU BOLTS TO BE ASTM A325. - ALL STEEL PLATES TO BE A36, - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. - )/4" FILLET WELD FOR ALL PLATE CONNECTIONS. - ALL BOLT HOLES TO BE 5 /8" DIAM. FOR Y2" DIAM. BOLTS. - USE PLYWOOD FILLERS WHEN REQUIRED. - ALLOWABLE GRAVITY LOADS FOR SPECIFIED BOLT (MIN. EMBEDMENT) IN FILLED MASONRY © 1120 LBS /BOLT - ALLOWABLE GRAVITY LOADS FOR SPECIFIED BOLT (MIN. EMBEDMENT) IN 3000 PSI CONCRETE © 2500 LBS /BOLT. BUCKET UPLIFT CAPACITY FOR TWO VIEMBER. - PROM NDS TABLE 83B, ONE 3 /4" DIAM. THRU BOLT IN DOUBLE SHEAR EQUALS: - WITH SHORT DURATION LOAD FACTOR CD = 1.33 USING 1.3 FACTOR 1330 LBS x 1.3 = 1729 LBS /BOLT - WITH SHORT DURATION LOAD FACTOR CD = 1.33 USING 1.3 FACTOR 2550 LBS x 1.3 = 3315 LBS /BOLT N.T.S. 3/4" CDX T &G PLYWOOD LAID W/ GRAIN PERP. TO TRUSSES & NAILED W/ 8d NAILS © 6" c.c. © PANEL EDGES AND 10" c.c. © INTERMEDIATE SUPPORTS. 2 "X4" BLOCKING © 4' -0" c.c. W/ JOIST HANGER EACH END. 11 LOAD PERPENDICULAR TO GRAIN = 1330 LBS LOAD PARALLEL TO GRAIN = 2550 LBS HANGER DETAIL. 2 "x4" CROSS BRACE NAIL EACH END WITH 2 -8d NAILS. 2 "x8" STRONGBACK CONT. NAILED TO TRUSS VERT. WEB W/ 2 -8d NAILS EACH TRUSS VERIFY DIMENSION WITH TRUSS 1 i MANUFACTURER 3 -Y2" FOR 2 MEMBERS, 5" FOR 3 MEMBERS 2 "x6" P.T. LEDGER CONT. W/ 5/8" 0 HILTI KWICKBOLT 11 CARBON STL. EXP. ANCHOR © 24" c.c. MIN. 4" EMBEDMENT 2 "x4" P.T. VERT. LEDGER x 16' LG. © STRONG -BACK LOCATION ATTACH W/ 0.145 "0 x 2 - LONG DX -ZF POWDER ACTUATED FAST © 6" c.c. W/ 36 MM & STEEL WASHERS & 1 -Y2" MIN. PENETRATION IN C.M.U. B 4 -1/2" HILTI KWICK BOLT CARBON STEEL EXP. ANCHOR 3 -1/2" MIN. INTO BOND BM. "USP" DTC CONNECTOR SEE WALL SECTION 3 /4 " C -DX T &G PLYWOOD LAID W/ GRAIN PERP. TO TRUSSES & NAILED W/ 8d NAILS © 6" c.c. © PANEL EDGES AND 10" c.c. © INTERMEDIATE SUPPORTS. LxWx3 /16" STL. PL. (BACK PLATE) PL 3- 1/4 "xLx3 /16" WELDED TO BACK PL (1 EACH SIDE) PL. 4 "xWx3 /16" WELDED TO VERTICAL & BACK PL. TO PROVIDE BASE SUPPORT (COORDINATE W/ TRUSS MANF. FOR WIDTH OF GIRDER) N.T.S. N.7 5, PREFAB. WD. TRUSSES © 24" c.c. 'USP' UH 24 W/ 4 -160 TO HEADER AND 2 -160 TO JOIST.(PCA.00- 0822.01) SECTION. 1' -0" T 4- i'•3NV18. 1 1-32" ,l ?� 32 ? -•2r 14" TYPICAL FLCCR TRUSS BRCS. DTI. ESC: 3/4' = 1' -C" 0- GIRDER TRUSS TYP. FLOOR TRUSS GIRDER HANGER (MAX. LOAD CAPACITY = 4,484 LBS) HANGER DETAIL. U5P HANGER 'DIG' WIT( -4 4 -10d X 1 -1/2" THRU SEAT PLATE 4 9 -10d X 1 -1/2" THRU STRAP UL 1.410 L. SEE TYP. WALL SECTION AT S1 -I -02. PCA 01- 0124.06 HANGER DETAIL. NOTE: WHEN FLOOR TRUSS AND FILLED CELLS REINFORCING ALIGN TOGETHER MOVE BAR TO THE SIDE, DRILL AND EPDXY AND ADD ONE MORE TO THE OTHER SIDE IF DISTANCE BETWEEN BARS EXCEED 32 ". PROVIDE 4" HIGH C.M,U. FIRST COURSE ABOVE T.B. (TYPICAL) ja ELEV. +11' -0" T. 0 . B. M. B.B. BEYOND C A #5 VERT. IN 1 GROUTED CELLS WHERE SHOWN (SEE FTG. PLAN AND NOTE ABOVE ) 8 "x12" CONC. TIE BEAM 1 #5 VERT. IN GROUTED CELLS WHERE SHOWN (SEE NOTE ABOVE) "9 ° Ixru a (36(?- t : icI1ct t3 )LT i. i;tilr T K !,)1: T Tf ca, 4 F3 06, 09/ 23/ 2003 co () Project Owner LAURA MML FRADERONE, INC 20155 N1.30 PL MIAMI SHORES, FLORIDA Sheet Number S-04 "CAST - CRETE" PRECAST AND PRESTRESSED CONCRETE LINTELS SAVE GRAVITY LOADS FOR "SUS" PRECAST 4 PF:ESTR:ESSED U- LINTELS CAST- CRE1tE Checked By SAFE LOAD (LB✓L FT.) LENGTH _ ��` - TYPE — Job Number SHEET No. SU8 1 8" X8" FILE NAME: 2' -10" (34 ") PRECAST 2302 3' -6" (42 ") PRECAST 2302 4' -0" (48 ") PRE :CAST 2029 4' -6" (54 ") PRECAST 1651 5' -4" (64 ") PRECAST 1184 5' -10" (10 ') PRECAST 912 6 ' -8" (18 ") PRECAST 931 1' -8" (90 ') PRECAST 161 9' -4" (112 ") PRECAST 513 10' -6" (126 ") PRECAST 456 11' -4" (136 ") PRECAST 362 12' -0" (144 ") PRECAST 331 13' -4" (160 ") PRECAST 296 14' -0" (168 ") E'R;IECAST 219 11' -4" (208 ") PRESTRESSED N.R. 19' -4" (232 ") PRESTRESSED N.R. 21' -4" (256 ") PRESTRESSED N.R. 22' -0' (264 ") PRESTRESSED N.R. 24' -0" (288 ") PR.ESTRE65ED N.R. Date Of Issue 03/30/03 Drawn By NAVIPA Checked By V.MARZ0 Scale AS SHOWN Job Number SHEET No. S -05 of 1', FILE NAME: TIES: SEE DWG S -4 FOR SIZE 4 SPACING INTERMEDIATE LEVEL OFFSET: PROVIDE I:6 MAX, SLOPE OFFSET FOR " 6 BARS 4 LARGER LUHERE REQ,, PROVIDE SEPARATE DOWELS LAPPED W/ VERTICALS ABOVE 4 BELOW CONCRETE COLUMN (SEE COLUMN SCHEDULE FOR SIZE AND REINF. CBS WALL VISQUEEN r FOOTING WIDTH CLEAN, WELL COMP. INORGANIC FILL. ( "T ") DENOTES SLAB OR SEAM DEPTH, SEE PLAN. TYPICAL CONCRETE COLUMN DETAIL. N.T.S. IMPACT RESISTANT GLAZING OR STORM SHUTTER REQUIRED. (PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT IS REQUIRED.) TOP LEVEL STANDARD 400K —%" TIE SPACING MAX. BELOW SLAB CR 1" BELLOW SI- IALLOWEST BEAM WI4c,-4EVER .5 Nor✓ ER :TYP. BELLOW EACI -+ LEVEL). VERTICAL BARS: SEE DWG 5 -4 FOR SIZE, NUMBER 4 ARRANGEMENT 6 t Y" TIE SPACING MAX, (TYP. ABOVE FOUNDATION 1 4 EACH LEVEL) 3 TIES a 3" BELOW SLOPE OFF OFFSET. 3 3" MIN. CLEAR. r � COLUMN DOWELS SHALL BE SAME SIZE (U,N.O,), No,, SPACING AS COLUMN REINF. MOCK THEM 4 TIE TO BOTTOM REINF. I/2" PREMOLDED EXP, JOINT (TYP,) 4" CONC. "LAB LL/ 6 x 610/10 LLMESH, TOP CF PILE CAP SEE DWG 5 -4 FOR DTLS. CONC, FOOTING (SEE FOOTING SCHEDULE FOR SIZE AND REINF.) REINFORCED GROUTED CELL (TYP.) W/ 1#5 VERTICAL 1" x 4" P.T. WOOD BUCK WITH 1/4"x1-3/4" TAPCON SCREWS ©4" FROM THE ENDS AND ©15" 0.0. MAXIMUM ELSEWHERE.– EMBEDED IN CAULKING.– & 1 - 1/8" EMBEDEMENT. DOORS AND WINDOWS BUCK DETAILS N .T.S. GIRDER GT -2 4 - "4 x 6" TNRU BOLTS 4 NUT. 12"x12 "x Y 57. PLATE W/ 4 -5 /8 "0 x9" NILTI KUK - BOLT II WITH EXPANSION ANCWOR 4" MIN. INTO FIG. 4 1 /2" 1/4 -- \1, SCALE: 1" = 1 -0" r r NOTES: ALL CONNECTION TO BE WELDED. 1 STEEL COLUMN 3- 112 "x3- 1/2 "xI /4" ASTM A -500 GIRDER GT -3 STEEL COLUMN 3-1/2"x3-1/2"x1/4" ASTM A -500 GIRDER GT -1 GIRDER GT -3 2 5 /a "4 x6 'fl44U BOLTS 4 NUT. y4" STIFFENERS ( TYP.) STEEL COLUMN 3-1/2"x3-1/2"x1/4'' ASTM A -500 STEEL COLUMN DETAIL C -2 GIRDER GT -1 CONCRETE FLOOR MIN. 1" LEVELING GROUT SEE FOUNDATION PLAN FOR DIMENTION5 4 REINFORCEMENT. ACCEPTANCE: 01-0209.03 EXPIRES: 05/21 /2006 WHERE BEAM TERMINATES AT SLAB EXTEND TOP BARS INTO ADJACENT SLAB TO 1/4 PT. OF SPAN OR EDGE OF CANTILEVER IN BEAMS USE 90' STD, HOOK FOR MIN. ONE BOTT. BAR ® END SUPPORT (U.O.N. IN SCHED.) STIRRUPS OR TIES AS SCHEDULEED (SYMM. EA. END U.O.N.) SEE SCHEDULE FOR 2" CL.- o " `E' BAR 1 /4 OF L -1 SPACING * L -1 OR L -2 (THE GREATER SPAN) ** L -2 OR L -3 (THE GREATER SPAN) co L -1 1/2 SPACE TYP. BOTTOM BAR Z-� a• TYP. DROP BEAM DETAIL (DTB) SCALE: 3/8" = 1' -0" WINDOW OPENING (VARIES) r 1/4 OF VARIES WINDOWS OPENING 8 "x12" CONC. TIE BEAM W/ 4 #5 CONT. AND #3 TES © 48" o.c. 'C' BAR o 0 NOTE: #3 © 8" o.c. N i 1/4 OF 2 #5 CONT. 8 "x8" PRECAST CONC. LINTEL BY CAST- -CRETE PRECAST DADE COUNTY PRODUCT CONTROL APPROVAL # 01- 0209.04 8" CONC. BLOCK WALL 1 #5 VERT. REINF. BAR IN BLOCK CELL FILLED W/ CONC. AT EVERY OPENING BETWEEN 3' -0" &34 8' -O" IN WIDTH. TYP. PRECAST LINTEL DETAIL SCALE: 3/8" = 1 '— 0" CLASS 'A' SPLICE (U.O.N. IN SCHED.) L -2 TOP BAR 1/4 OF WHERE BARS MARKED "CONTINUOUS" IN SCHEDULE REQUIRE SPLICE, PROVIDE CLASS `A' SPLICE (U.O.N, IN SCHED.) © POINT OF LEAST STRESS. (TYP) REINFORCING PLACING DIAGRAM FOR CONCRETE BEAMS N.T.S. BEAM 11110 1101 SCHEDULE REINFORCING 2 #5 (1) EACH FACE. VARIES REINFORCING ARCH DETAIL N.T.S. 'C' BAR 0 TIE BEAM 1/4 OF L -3 2 #5 (1) EACH FACE. WINDOW OPENING BOTTOM BAR so- 8 "- SCHEDULE REINF ORCING TYPICAL OPENING WINDOWS WITH ARCH \.T.S. 2" CL. BEAMS 3 "CL. GR. BEAMS 2" CL. BEAMS 8" C.B.S. WALL 4 LAURA MAAL FRADERONE, INC, 20755 N.E. 30 PL MIAMI SHORES, FLORIDA. Sheet Number s-o5 z M Project Owner Date Of Issue 08/15/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Number SHEET Na A.06 of 20 FILE NAME GRADE ASPHALT BARREL TYPE (SEE SPECS) (MATCH RESIDENCE TYPE) 12 6 4" x 10" WD. BEAM , u x �B�n SCALE 1/4' = 1' -0" SECTION SCALE: NTS _J L J GARAGE — SECTION. 1 -1/2" x I -1/2" x 1/4" BOTT. TRACK 2 "x4- Y "xY4" STEEL PLATE STEEL PLATE 4" x I/4" if 1 i � i . I ft ill 1" ds RAIL x CLEARANCE BETWEEN PICKETS TO REJECT 4" 1 U 1 y "4 MIL. POST a 5' D.C. 1 . " TOP RAIL. 3 /4" * PICKETS 2 KWIK ANCH0 BOLT 3" L. • \-gdil 1 CONC. 4" x 10" WD. JOIST W/ 14 -I JOIST) "LISP" RT I8T W/ 14 -164) (TY JOIST) NOA c0 SLIDING GATE (PARTIAL ELEV.) 1 /2 "a 1L-0" 020 Ib. UL . AT EA. 1- 0°12,05 1 1/2" x 1 - 1/2" x 1/4" BOT. TRACK (SEE SECTION BELOW) SLIDING GATE DETAIL. SCALE: 1/2' = 1' -0' TYP. RAILING DTL. y CONC. SLAB. SCALE; 1' = 1' -0' I ' 3 -4" FROM EDGE 4' 3 a 6" 1 ' 3 a 12" 8 ' 5 EACH WAY TOP 4 BOTTOM VERY. REINF. BEND E D COVER 2" 8 * 5 VERTICAL - RE INFOR. W/ TIES *3 a 12" 4 DOWELS ''S STD. HOOK 8'xS'x2' FOOTING SCALE' 3 /g = 1' - 0" 2' - 6" VERIFY 3'3 a 12 "- EACH SIDE 3" x 3" POST RAIL 1 1 /2" 3 1/2" 3/4" - 1' -6" COVER 3" GATE MOTOR COLUMN / BEAM REINF. DTL. HANGER DETAIL SCALES 1 -1/2' = 1' - -0' 4, J) G SCALE: 3/4' = 1' -0" TSE L SCALE' 1/4" = 1' -0" 12 1 — GARAGE — TYPICAL SECTION. 4" CONC. BLAB ON WELL COMP. FILL. W/ 6 x 6 WWFM. 20' -0" 8' x a' x 24" ISOLATED FTG. W/ • 5 a 8" E.W. TOP 4 BOTT. 8" x 20" CONC. COL. W/ 8 * 5 VE RT. t TIES ' 3 a 12" O.C. 9 '1 rr Hii % 111 111 =11 f-1 -1I1= 111 =1 -I 1 11 �I 11 - I' T5E T - i J TSE OPEN GARAGE FTG. PLAN 5 /a" x CDX TYPE PLYWOOD SHEATING W/ * 6" ALONG WD. MEMBERS 4 "x10" WD. JOIST "U5P" RT 1ST 1020 Ib. UL W/ 14 -164> (TYP. AT EA. JOIST) NOA 01- 091205 CONCRETE FLOOR 5 MIL VAPOR BARRIER lU) 1-- 4` c, GRADE GRADE BARREL TYPE (SEE SPECS) (MATCN RESIDENCE T't'PE) NE 11.1 I 1 8 8 Ala 18 61 12 ***144 62 , 4 11 : 1811 0 1 1.A.A.MOBP-I-M• 41ISINAPORp 12 61 -4E I T 15' - 6 I I EXFOSURE 'C' WINE) 14 i U.1.-..: 06.61 t SI SCALE: 1/4' = 1' -0" EAST / WEST ELEVATION \c ° 'e 9 d 1 12 BARREL TYPE (SEE SPECS) (MATCN RESIDENCE TYPE) 5 SCALE' 1/4" = 1' -0' CONC. SLAB _SCALE: 1/4' = 1' -0' 4 "x 10" a" x 12" CONC. WD. JOIST BEAM 8" x 12" WP. BEAM CONC. SLAB 1 - 1 l� L J c• NORTH / SOUTH ELEVATION: 3 "x10 "a 24" O.C. (TYP.) 4 "x10" WD. JOIST (TYP) ( SEE SECTION 1 FOR DETAILS & CONNECTORS) 4 "x10" WD. JOIST G: 1580 Ib. OPEN GARAGE ROOF FRAMING PLAN to U: 2111 Ib. HANGER "G" G: 650 Ib. U: 920 Ib. • • H (24 U H U N 0 0 O O 4 Project Owner LAURA MAAL FRADERONE, INC 20755 KE 30 PL MIAMI SHORES, FLORIDA Sheet Number S -06 i 6" 5JID.(30 GA) UP TO WALL CAP PRSOVIDE BACK DRAFT DMPR KITCHEN EXH. FAN 100 CFM (by owner) PORCH KITCHEN SCALE: 1/4" = 1' - 0" 01 0 O� FULL LOUVER: DOOR TERRACE FAMILY ROOM ,t DINING ROOM 10x10 CD SCI 150 cPM T10x10 CD E- 1 CFM --3 10x10 CD \Y 150 CFM GROUND FLOOR A/C DIAGRAM 10x10 CD 150 CFM EF -1 CEILING EXH, FAN 50 CFM GROAN 610(or eq.) w/ 4" EXN. DUCT UP TO ROOF CAP TERMINATE 6" ABOVE ROOF 4 PROVIDE BACK DRAFT DMPR EF -2 CEILING EXN. FAN 50 CFM GROAN 610(or eq,) w/ 4" EXH. DUCT UP TO WALL CAP PROVIDE BACK -DRAFT DMPR • 1 EF -2 i !BATHROOM 6x6 CD W1•C• 50 CFM 4" 10x10 RAG BEDROOM # 3 Ilkk EF -2 MASTER B ATHROOM 10x6 Cp E-- 100 CFM 6x- CD 50 CFM 10x8 CD 150 CFM !4" 10x8 CD 150 CFM OP ES LOUJ OR 11 W.I.C. 'A i 1 12x10 - or 12x10 FULL LOU DOOR • / 7 � FG -2I x6 CD _� 11 ► 0 CFM • \ BATHROOM or_ 6x6 CD ° Fl" i NDRY W x6 CD 50 CFM 8" 10x10 RAG 10x RAG BEDROOM # 2 10x8 CD 150 CFM 10x8 CD 150 CFM 4" EXH.DRYER DUCT UP TO ROOF CAP TERMINATE 6" ABOVE ROOF, PROVIDE BACK DRAFT DMPR BEDROOM # 1 SECOND FLOOR A/C DIAGRAM SCALE: 1/4" = 1' -0" 6 10x6 CD 125 CFM MASTER BED 10x6 CD 125 CFM 18x12 RAG TERRACE n c_ cti E., cf) Project Owner LAURA MAN. FRADERONE, INC 20755 NE 30 PL MIAMI SHORES, FLORIDA Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Number SHEET No. M -01 of l9 FILE NAME Sheet Number M-01 U U At • DESIGNATION CU -1 4 2 I3rJN 35200 SCALE N.T.S. SCALE: N.T,S. VOLTS 230 CONDENSING UNIT ELECTRICAL DATA PHASES 1 WIRE AMPS 25 FUSES 40 REF. UNIT RHEEM RAPA036JAZ OBS SEER = 14.0 AREA SERVED 1 E1' :P. ENT. CONDENSER 35 12 L E (MIN) WIRE SUr'PORT FROM EXISTING STRUCTURE FIBROUS DUCT- NOTE:: PLACE SUPPORT AT 8' -0" ON CENTER FOR DUCTS UP TO 35" AND 6' -0" FOR DUCTS UP TO S9 ", AS PER SMACNA NOTE: HANGERS SHALL BE LOCATED AT DUCT JOINTS OR AS CLOSE AS POSSIBLE. i REF. UNIT RHEEM RBHK2 IJ INFO 2 "x2 "x1 /8" GALVANIZED CHANNEL L IQ. OBS SIX. COND. 3/8 "1/8 1 -1/4 RECTANGULAR DUCT SUPPORT DETAIL SHEET METAL SADDLE MIN. 5' -0" ON CENTER 6" MIN. 1 1/2" MIN. HANGER STRAPS SUPPORT FROM EXISTING STRUCTURE (26 GAUGE) FIBROUS ROUNI AND FLEXIBLE DUCT ROUND DUCT SUPPORT DETAIL CONDENSING UNIT 21/2 "x21/2 "x1/4" GAL V. ANGLE TYP. OF 4 (TWO PER SIDE) SCALE N T,S 6" CONCRETE BASE W/ 6X6 -10/10 UJUJF 1/2" MECH. EXPANSION 4 GALV. ANCHOR BOLTS EMBED IN CONCRETE 4" NOTE: SEAL ENTRANCE OF REFRIGERANT LINES INTO PVC PIPE W /IMPERMEABLE RESILIENT MATERIAL (SEE DETAIL) SCALE: N.T.S, GENERAL NA/A.G. NOTES: 1.- THE CONTRACTOR SMALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE WITH T1 -4E5E DRAWINGS, THE F_g.C. AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS. (A) ANS 59.I MECHANICAL REFRIGERATION (B) NFPA PAMPHLETS 90A AND 91 (C) SMACNA (D) ASHRAE. 2.- ALL AIR CONDITIONS DUCTWORK SHALL BE 1 I/2" STANDARD DUTY FOIL REINFORCEMENT FIBERGLASS WITH MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. 3.- ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. 4.- DUCT SIZE SHOWN ARE NET FREE AREA. 5.- ALL AIR DEVICES ( DIFUSERS, REGISTERS AND GRILLES) SHALL BE ALUMINUN CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR, OR AIRGUIDE, OR APPROVED EQUAL. 6.- PROVIDE OPPOSED BLADER DAMPERS AT ALL DIFFUSERS AND REGISTERS. 1.- PROVIDE TURNING VANES AND EXTRACTOR, ALL ELBOWS AND TAKE OFF. 8.- THERMOSTATS SHALL BE COMBINATION COOLING /HEATING WITH SYSTEM COOL /AUTO /HEA /OFF AND FAN ON /AUTO SELECTOR SWITCHES. S.- REFRIGERANT PIPING SHALL BE COOPER TYPE "L" 3/4 ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES. 10. PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUST ALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER 11. BATHROOM EXHAUST DUCTS SHALL TERMINATE, NOT LESS THAN 6" ABOVE FIN. ROOF SURFACE, AND SHALL BE SCREEWED WITH A CORROSION RESISTANT MATERIAL. A MESH SIZE NOT LARGER THAN 1/2". 12.- CLOTHES DRIER EXHAUST DUCT SHALL BE CONSTRUCTED OF A MIN. 2e0 GA SHEET METAL JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL BE ASSEMBLED WITH MTL. SCREWS OR OTHER FASTENERS WHICH WOULD EXTEND INTO THE DUCT. 13. DRIER EXHAUST TO BE 25' MAX., AND NOT INSECT SCREEN MUST BE USED. STEEL SUPPORT METAL BELT 1 42", 20 GA TYP. POWER 4 CONTROL LOCATION MIN. LIQUID LINE WITH INSULATION SUCTION L (NE WITH 1/2" ARMAFLEX INSULATION 4 VAPOR BARRIER — 1/2" BOLTS 4 NUTS C.U. MOUNTING DETAIL SUPPLY DUCT FINISHED CLCs. STUDS PARTITION REFRIGERANT LINES FLOAT SWITCH COND. DRAIN WITH P -TRAP NON -SKID NEOPRENE ACOUSTICAL ISOLATOR PAD. TYPICAL A.H.U. INSTALLATION DETAIL BELT DETAIL I/2 "BOLTS 4 NUTS TYP. METAL BELT 1 -1/2 ", 20 C4 cf) Project Owner LAURA MAN. FRADERONE, INC 20755 NE 30n. MIAMI SHORES, FLORIDA Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Minter SHEET No. 402 of ! °� FILE NMIE Sheet Number M-02 14VAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FAN-COIL • FIRE DAMPERS) BTUH • SMOKE DAMPER'S) TOTAL • FIRE RATED ENCLOSURE DB 80 • FIRE RATED ROOF/FLOOR CEILING ASSEMBLY kiING KW • FIRE STOPPING FC -1 4 2 • SMOKE CONTROL. 8 • 50 DESIGNATION CU -1 4 2 I3rJN 35200 SCALE N.T.S. SCALE: N.T,S. VOLTS 230 CONDENSING UNIT ELECTRICAL DATA PHASES 1 WIRE AMPS 25 FUSES 40 REF. UNIT RHEEM RAPA036JAZ OBS SEER = 14.0 AREA SERVED 1 E1' :P. ENT. CONDENSER 35 12 L E (MIN) WIRE SUr'PORT FROM EXISTING STRUCTURE FIBROUS DUCT- NOTE:: PLACE SUPPORT AT 8' -0" ON CENTER FOR DUCTS UP TO 35" AND 6' -0" FOR DUCTS UP TO S9 ", AS PER SMACNA NOTE: HANGERS SHALL BE LOCATED AT DUCT JOINTS OR AS CLOSE AS POSSIBLE. i REF. UNIT RHEEM RBHK2 IJ INFO 2 "x2 "x1 /8" GALVANIZED CHANNEL L IQ. OBS SIX. COND. 3/8 "1/8 1 -1/4 RECTANGULAR DUCT SUPPORT DETAIL SHEET METAL SADDLE MIN. 5' -0" ON CENTER 6" MIN. 1 1/2" MIN. HANGER STRAPS SUPPORT FROM EXISTING STRUCTURE (26 GAUGE) FIBROUS ROUNI AND FLEXIBLE DUCT ROUND DUCT SUPPORT DETAIL CONDENSING UNIT 21/2 "x21/2 "x1/4" GAL V. ANGLE TYP. OF 4 (TWO PER SIDE) SCALE N T,S 6" CONCRETE BASE W/ 6X6 -10/10 UJUJF 1/2" MECH. EXPANSION 4 GALV. ANCHOR BOLTS EMBED IN CONCRETE 4" NOTE: SEAL ENTRANCE OF REFRIGERANT LINES INTO PVC PIPE W /IMPERMEABLE RESILIENT MATERIAL (SEE DETAIL) SCALE: N.T.S, GENERAL NA/A.G. NOTES: 1.- THE CONTRACTOR SMALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE WITH T1 -4E5E DRAWINGS, THE F_g.C. AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS. (A) ANS 59.I MECHANICAL REFRIGERATION (B) NFPA PAMPHLETS 90A AND 91 (C) SMACNA (D) ASHRAE. 2.- ALL AIR CONDITIONS DUCTWORK SHALL BE 1 I/2" STANDARD DUTY FOIL REINFORCEMENT FIBERGLASS WITH MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. 3.- ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. 4.- DUCT SIZE SHOWN ARE NET FREE AREA. 5.- ALL AIR DEVICES ( DIFUSERS, REGISTERS AND GRILLES) SHALL BE ALUMINUN CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR, OR AIRGUIDE, OR APPROVED EQUAL. 6.- PROVIDE OPPOSED BLADER DAMPERS AT ALL DIFFUSERS AND REGISTERS. 1.- PROVIDE TURNING VANES AND EXTRACTOR, ALL ELBOWS AND TAKE OFF. 8.- THERMOSTATS SHALL BE COMBINATION COOLING /HEATING WITH SYSTEM COOL /AUTO /HEA /OFF AND FAN ON /AUTO SELECTOR SWITCHES. S.- REFRIGERANT PIPING SHALL BE COOPER TYPE "L" 3/4 ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES. 10. PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUST ALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER 11. BATHROOM EXHAUST DUCTS SHALL TERMINATE, NOT LESS THAN 6" ABOVE FIN. ROOF SURFACE, AND SHALL BE SCREEWED WITH A CORROSION RESISTANT MATERIAL. A MESH SIZE NOT LARGER THAN 1/2". 12.- CLOTHES DRIER EXHAUST DUCT SHALL BE CONSTRUCTED OF A MIN. 2e0 GA SHEET METAL JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL BE ASSEMBLED WITH MTL. SCREWS OR OTHER FASTENERS WHICH WOULD EXTEND INTO THE DUCT. 13. DRIER EXHAUST TO BE 25' MAX., AND NOT INSECT SCREEN MUST BE USED. STEEL SUPPORT METAL BELT 1 42", 20 GA TYP. POWER 4 CONTROL LOCATION MIN. LIQUID LINE WITH INSULATION SUCTION L (NE WITH 1/2" ARMAFLEX INSULATION 4 VAPOR BARRIER — 1/2" BOLTS 4 NUTS C.U. MOUNTING DETAIL SUPPLY DUCT FINISHED CLCs. STUDS PARTITION REFRIGERANT LINES FLOAT SWITCH COND. DRAIN WITH P -TRAP NON -SKID NEOPRENE ACOUSTICAL ISOLATOR PAD. TYPICAL A.H.U. INSTALLATION DETAIL BELT DETAIL I/2 "BOLTS 4 NUTS TYP. METAL BELT 1 -1/2 ", 20 C4 cf) Project Owner LAURA MAN. FRADERONE, INC 20755 NE 30n. MIAMI SHORES, FLORIDA Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Minter SHEET No. 402 of ! °� FILE NMIE Sheet Number M-02 FAN-COIL DESIGNATION CFM BTUH ENTERING F ELECTRICAL DATA TOTAL SENS'ELE 25709 WB SI DB 80 VOLTS 230 PHASES 1 kiING KW qMj FUSES FC -1 4 2 1200 35200 8 38 50 DESIGNATION CU -1 4 2 I3rJN 35200 SCALE N.T.S. SCALE: N.T,S. VOLTS 230 CONDENSING UNIT ELECTRICAL DATA PHASES 1 WIRE AMPS 25 FUSES 40 REF. UNIT RHEEM RAPA036JAZ OBS SEER = 14.0 AREA SERVED 1 E1' :P. ENT. CONDENSER 35 12 L E (MIN) WIRE SUr'PORT FROM EXISTING STRUCTURE FIBROUS DUCT- NOTE:: PLACE SUPPORT AT 8' -0" ON CENTER FOR DUCTS UP TO 35" AND 6' -0" FOR DUCTS UP TO S9 ", AS PER SMACNA NOTE: HANGERS SHALL BE LOCATED AT DUCT JOINTS OR AS CLOSE AS POSSIBLE. i REF. UNIT RHEEM RBHK2 IJ INFO 2 "x2 "x1 /8" GALVANIZED CHANNEL L IQ. OBS SIX. COND. 3/8 "1/8 1 -1/4 RECTANGULAR DUCT SUPPORT DETAIL SHEET METAL SADDLE MIN. 5' -0" ON CENTER 6" MIN. 1 1/2" MIN. HANGER STRAPS SUPPORT FROM EXISTING STRUCTURE (26 GAUGE) FIBROUS ROUNI AND FLEXIBLE DUCT ROUND DUCT SUPPORT DETAIL CONDENSING UNIT 21/2 "x21/2 "x1/4" GAL V. ANGLE TYP. OF 4 (TWO PER SIDE) SCALE N T,S 6" CONCRETE BASE W/ 6X6 -10/10 UJUJF 1/2" MECH. EXPANSION 4 GALV. ANCHOR BOLTS EMBED IN CONCRETE 4" NOTE: SEAL ENTRANCE OF REFRIGERANT LINES INTO PVC PIPE W /IMPERMEABLE RESILIENT MATERIAL (SEE DETAIL) SCALE: N.T.S, GENERAL NA/A.G. NOTES: 1.- THE CONTRACTOR SMALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE WITH T1 -4E5E DRAWINGS, THE F_g.C. AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS. (A) ANS 59.I MECHANICAL REFRIGERATION (B) NFPA PAMPHLETS 90A AND 91 (C) SMACNA (D) ASHRAE. 2.- ALL AIR CONDITIONS DUCTWORK SHALL BE 1 I/2" STANDARD DUTY FOIL REINFORCEMENT FIBERGLASS WITH MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. 3.- ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. 4.- DUCT SIZE SHOWN ARE NET FREE AREA. 5.- ALL AIR DEVICES ( DIFUSERS, REGISTERS AND GRILLES) SHALL BE ALUMINUN CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR, OR AIRGUIDE, OR APPROVED EQUAL. 6.- PROVIDE OPPOSED BLADER DAMPERS AT ALL DIFFUSERS AND REGISTERS. 1.- PROVIDE TURNING VANES AND EXTRACTOR, ALL ELBOWS AND TAKE OFF. 8.- THERMOSTATS SHALL BE COMBINATION COOLING /HEATING WITH SYSTEM COOL /AUTO /HEA /OFF AND FAN ON /AUTO SELECTOR SWITCHES. S.- REFRIGERANT PIPING SHALL BE COOPER TYPE "L" 3/4 ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES. 10. PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUST ALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER 11. BATHROOM EXHAUST DUCTS SHALL TERMINATE, NOT LESS THAN 6" ABOVE FIN. ROOF SURFACE, AND SHALL BE SCREEWED WITH A CORROSION RESISTANT MATERIAL. A MESH SIZE NOT LARGER THAN 1/2". 12.- CLOTHES DRIER EXHAUST DUCT SHALL BE CONSTRUCTED OF A MIN. 2e0 GA SHEET METAL JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL BE ASSEMBLED WITH MTL. SCREWS OR OTHER FASTENERS WHICH WOULD EXTEND INTO THE DUCT. 13. DRIER EXHAUST TO BE 25' MAX., AND NOT INSECT SCREEN MUST BE USED. STEEL SUPPORT METAL BELT 1 42", 20 GA TYP. POWER 4 CONTROL LOCATION MIN. LIQUID LINE WITH INSULATION SUCTION L (NE WITH 1/2" ARMAFLEX INSULATION 4 VAPOR BARRIER — 1/2" BOLTS 4 NUTS C.U. MOUNTING DETAIL SUPPLY DUCT FINISHED CLCs. STUDS PARTITION REFRIGERANT LINES FLOAT SWITCH COND. DRAIN WITH P -TRAP NON -SKID NEOPRENE ACOUSTICAL ISOLATOR PAD. TYPICAL A.H.U. INSTALLATION DETAIL BELT DETAIL I/2 "BOLTS 4 NUTS TYP. METAL BELT 1 -1/2 ", 20 C4 cf) Project Owner LAURA MAN. FRADERONE, INC 20755 NE 30n. MIAMI SHORES, FLORIDA Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Minter SHEET No. 402 of ! °� FILE NMIE Sheet Number M-02 Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN lob Number SHEET No. 601 of 1 6 ) FILE NAME / / 1 / / 1 i 5 -2 , L ,4 r .. -. - GARAGE ELECTRICAL PLAN SCALES 1/4° = 1' -0" 5U5 PNL '5' NEMA 3R /' TO OUTSIDE SPOT L IGNTS Agri 1 P. • (r 11 P -21 A -21 BATH. In 0, i ll TIN -9 GFI II A-11 1 • IMMO • 4 Pri FI WN FC -I A -2/4 — A -23/2 1 /7 11 A -32 A -10/12 A -20 X v )t 5FI A -18 4 -11 4-14 A -31 KITCI -BEN I A -II 7/ AFC 9 S A -32 \ OAFC DEN / BEDROOM ■ AFC A-21 A -32 / A -21 A -40 / FRONT LAND5C. LT5. // \\ ..... —' / /♦ PORCH SCALE! 1/4" = 1' - 0" A -16 ♦ AFC 4 -32 5TA I R 4 A -21 A -21 1 \ " ) A -38 REAR 14ND5C. LT5. 1 1 A -9 GFI 4 -31 1 A -2 0 A -29 A -29 / �,F I A -I3 A -13 GFI / A -33 TERRACE \ \ \ \ A-29 1r,4M I L Y ROOM / / / / / DINING ROOM A -21 A -35 A -27 GFI wp 4 -29 A -29 A -29 A -13 GFI L I V I NCx ROOM A -33 GROUND FLOOR ELECTRICAL PLAN A -31 A -31 0 3, A -1/3 b 0 A -5/1 CONC. SLAB (SEE DTL.) 4 -35 4 -31 G° 22 18 x 18 ACCESS PANEL 4 -33 GF I 439 Ilt wp C ® I I AFC A -28 A -35 A -35 AFC A -28 4 -21 AFC O 4 -26 TERRACE AFC A -28 AFC A -28 / T A -35 // 1 / 1 fr A -31 i I ETNROO> I � _ _ A-31� 4 -15 0 A -30 AFC A -30 AFC A -30 AFC I I AFC , ..>=I J I 4 -30 1 I AFC I I 4-21 ®; \ BEDROOM # 3 1 \ / \\ A -31 4(:>-........_.■'/ f3 A -35 / • SCALE, 1/4" = 1' -0" 4733 I A 1 ... ••• AFC 4 -26 AFC 4 -24 AFC A -26 TA-24 AFC 4 -35 O A -2 BED OOM #2 A -35 15ATI- 41ROON..... \I A -35 BEDROOM # 1 4 -24 AFC�� A -24 AFC AFC A -26 AFC A -26 SECOND FLOOR ELECTRICAL PLAN - 4 -35 1 i i 1 I 1 1 1 1 1 1 4 -35 • • w cf) • . • • Project Owner LAURA MML FRADERONE, INC 20155 NE 30 PL MIAMI SHORES, FLORIDA Sheet Number E-01 Date Of Issue 03/30/03 LIGHTS UJA514ER 4 SMALL APPLIANCES Checked By VMARZO Scale 14529 Job Number SHEET No. 3 KU) e 100% REST 0 3S% RANGE 10% DRYER a 10% DOUBLE OVEN a - 10% 120 V. APPLIANCES GARAGE N SUB PNL 3000 4035 S400 3500 5600 2100 1800 1800 NEUTRAL WATTS 28435 1800 118 NEUTRAL AMPS 118 8 BREAKER AMPS 200 30 200 Date Of Issue 03/30/03 Drawn By NAVIPA Checked By VMARZO Scale AS SHOWN Job Number SHEET No. E•01 of IC) FILE NAME: TYPE: SOUARE'D'QO (or sot) SERVICE: RESIDENCE VOLT AG 240/120 V. Iph. 3w. MOUNTING SURFACE. (ALL 20 AMPS, 1 POLE CKTS EXCEPT AS NOTED) Q 3 O 20 20 20 20 30 30 15 15 15 15 15 15 i5 20 60 20 2530 1500 z N o° 112 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 OAD: L N � 12 12 12 12 12 12 10 10 14 14 14 14 14 14 14 EE LO C.0 I c.U.e 2 WASHER GEN. L IGINt. GEN. LIGHT. GEN. L IGHT. GEN. L IGHT. GEN. LIGHT. SPACE REMARKS SMALL APPLIANCE SMALL APPLIANCE SMALL APPLIANCE BATH REC. GFI AD CALCULATION. \LE L 114II 3 15 17 19 21 23 -- z F.C* 1 F.c.* 2 RANGE REMARKS REFRIGERATOR D/UJ � N J 12 12 12 12 12 12 12 12 12 12 10 12 12 10 FEED FED DISPOSAL KITCHEN EXP. FAN UJH 1 RPOOL GFI BED. REC. BED. REC. BED. REC. BED. REC. BED. REC. SUB -PNL B REAR LANDSC. LT. 40 FRONT LANDSC. Lt. SPACE MAIN BUS: 200 A. NEUTRAL: 200 A. MAIN: LUGS ONLY. AFC: 10000 A. Q • 0> 3'310 10510 12000 800 1200 Q Z 0N 4) 1/2 I/2 1/2 1/2 1/2 1/2 1/2 1/2 ER: FROM 1 1 2 SE R Ili 0 0 2 2 2 600 1500 1500 1500 1500 SEE RIS! : SEE R 30 60 50 20 20 20 20 20 20 20 20 20 20 30 20 20 8140 1500 1500 1500 1500 CONNECTED L TYf SEf VO MO 0_ 20 20 Co ° E: SQUARE'D'QO (or eq) VICE RESIDENCE TAG: 240/120 v. Iph. 3w. UNTING: SURFACE. w 0 D_ NNE: 3* 3/0 T1-IUJN -2 "c. 1* 4 THUJN -3/4" end. LrS. LTS. REMARKS 1 Z 3 } 600 600 Q 144 0 � 1/2 1/2 3d) 12 12 FA\E-L II II NEMA 3R SPACE 5 7 9 CTED LOAD: • ' SEE LOAD CALCULATION. 11 REC. REMARKS ELECTRICAL GATE SPRINKLER PUMP SPACE IL N 3d) 12 12 12 MAIN BUS: 60 A. NEUTRAL: 60 A. MAIN: 30 A. AFC: 10000 A. Z 01) 1/2 1/2 1/2 1 I • 0> 600 1000 1 000 d) 111 0 0 1 FEEDER: SEE RISER FED FROM: SEE RISER 20 20 20 2 /2 00 3* 3/0 THUJN -2 "c. 3* 3/0 TI- 41JJN -2 "c. PNL -A 3" 10 THU1N- 3/4 "c. 1 CONNECT TO A CONCRETE ENCASED ELECTRODE BOND TO A 3/4" A COPPER I UJATER PIPE STUB OUT AND TO A 5/8" X 10' GND. ROD. ELECTRICAL, RISER DIAGRAM sc ALE N T S NEUTRAL LOAD CALCULATION NOTES: SUB PNL -B nema -3 R 1* T1-11.1JN -3/4" end. ITEM 3L2 PT. L. iC =s;T!NCs e 3UJ /SF SMALL APPLIANCES RANGE REFRIGERATOR DISH UJASHER DISPOSAL DRYER WASHER U,'ATER 1- SEATER K!TC14EN EX14. DOUBLE OV WHIRLPOOL POOL PUMP GARAGE NEW SUB PNL CONNECTED LOAD (LESS A /C) 10 KW 100% REST a 40% A/C OR I4TNG TOTAL DEMAND WATTS AMPS PNL A 2843 8529 4500 12000 SOO 1200 X0 5000 1500 4500 1500 15 10000 14211 11480 41891 114 PNL 2100 1800 45529 1800 1800 1800 8 SERVICE 114 ROMEX CAN BE USED WITH TI-4E EXCEPTION OF RANGE AND A /C- HEATING. DWELLING UNIT BEDROOM: (NEC 210 -12) ALL BRANCH CIRCUITS SUPPLYING ELECTR1CITY TO ELECTRICAL OUTLETS N DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. n 0 z.0 c) Project Owner LAURA MAM. FRADERONE, INC 20755 NE 30 II MIAMI SHORES, FLORIDA Sheet Number E-02 3" 0 , FROM SECOND FLOOR 4" CTG (two way) 2 "AC -CD PIPE TO OUTSIDE BLDG. TERMINATE 6" ABOVE GRADE FROM SECOND FLOOR SEE SITE PLAN FOR SEPTIC TANK AND DRAIN FIELD LOCATION 2 "vTR 10 2 "vTR ■ DEN / BEDROOM 4 "(2fu) PORC4-4 4" (2fu) STAIR C -I co C O 4" (2fu) N • 3" SAN. PIIW FROM 2nd. fl.. 3" (2fu) 2" AC -CD FROM SECOND FLOOR 3" 544. PIPE FROI`12nd. LIVING ROOM LDININ ROOM GROUND FLOOR SANITAy DIAGRAM DN. TO GROUND FLOOR 311 ( 1fu ) 3" (4fu) r 2" (2fu) ---- P -I Ifu) 2 W. I.C. BATNROON1 p -2 BEDROOM #3 3" SAN. PIPE DOWN w. LC. LAUNDRY BEDROOM # 2 (2fu, 2" fu) P (3 P -5 2 " MASTER BATH l2fu) P -4 P -2 (IN) 2" SECOND F100R SANTTA DIAGRAM Sheet Number ci) Project Owner LAURA MML FRADERONE, INC 20/55 NE 30 PL MIAMI SHORES, FLORIDA 1 GARAGE SCALE: 1/4" = TO RESIDENCE SEE 51TE PLAN FOR LOCATION WATER SERVICE CIU. 3/4" NB W /r5 KITCHEN STAIR 3/4" 1/2" 3/4"• 3/4 cw 4 1/2 hw 1 I pipes up . . /211 — — . 1/2" 1 _ I 3/4 "� _ _ 1/2 11 1/2" FAMILY ROOM DINING ROOM L1VINCB ROOM 1/2" cw 4 1/ pipes 3/4" P 4 T RELIEF VALVE PIPE TO OUTSIDE C BLDG. TERMINATE 6" ABOVE GRADE. TERRACE GROUND FLOOR WATER DISTR➢3i]'[TpN DIAGRAM 1/2" cw 4 1/2" hw pipes up 3/4"148 UJ /v8 1 UJATER SERVICE PIPE 1 3/4"4-1B w/VB 1 SOV IN VERTICAL MOUNTED 2' ABOVE GRADE SEE SITE PLAN FOR UJ1. LOCATION 3/4" cw 4 1/2" hw pipes g waIl 3/4" cw 4 1/2" hw pipes tio wall BEDROOM is 3 TERRACE MASTER 134TI- 41ROO1`i M,4STER BEDROOM BEDROOM # 2 BATHROOM BEDROOM # 1 r - - - - I S ECOND FLOOR WATER DJSTRIBUJON DJAGiA[v[ •••• • •• • • • . WO g Project Owner LAURA MAM. FRADERONE, INC 20755 NE 30 ft MIAMI SHORES, FLORIDA Sheet Number E„ • • 11 FLUM5INCA GENER4L NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIP- MENT NECESSARY FOR THE INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE EDITION OF THE BUILDING CODE. ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES AND ORDINANCES. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL O THER COST INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A 5 CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER 3. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER AND OF GOOD QUALITY OF RESPECTIVE K!ND AND GRADE, AND MUST BE FURNISHED SO AS 10 PREVENT ANY DELAY IN THE PROGRESS OF THE WORK ALL WORK THROUGHOUT SMALL BE PEF5 fN A WORKMANLIKE MANNER BY SUFFICIENT NUMBER OP SKILLED WORKMEN. 4. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAJ(NCsS To FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING AND /OR PROPO OUTS, PIPING, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FoR ANY cOND TIoN HIS WORK 5. ALL UNDERGROUND SANITARY 4 STORM DRAINAGE PIPING AND FITTING SHALL BE Pvc -DMW (STM D- 2662/D- 3034). 6. ALL ABOVE GROUND SANITARY 4 STORM DRAINAGE BRANCH 4 VENT PIPES ANDFITT(NGS SHALL BE PVC -DMv (ASTM D- 26620- 3034). 1. ALL UNDERGROUND WATER PIPING SHALL BE coPPER TYPE "K" (ASTM B -306) ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE "L" (ASTM B -306). a ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE "K" (ASTM 8 -306). 9. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SCE) 40 P43(ASTM D- 2662), EXCEPT WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER TYPEpU)V" OR EQUIVALENT MUST BE USED. IQ. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESJRIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P 4 T VALVES, ETC, AS REQUIRED. ALL kPOSED PIPING At FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OFTUBE. PROVIDE SHUT OFF VALVES AND UNIONS TO ALL FIXTURES, ETC, REQUIRING WATE>"-,UPPLY. PROVIDE DIELECTRIC COUPLING A5 REQUIRED. FOR ALL COPPER PIPING CONTRi:TOR MUST USE 35/5 SOLDER. PROvIDE AIR CHAMBERS TO EACH FIXTURE AS REQUIRED. 11. PROVIDE CLEANOUT6 (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMESND COVERS AS REQUIRED) AT THE BASE OF ALL WASTE AND /OR VENT STACKS. PROVIDE PITC PANS 4 LEADS FLASHING FOR ALL SANITARY SYSTEM VENTS. 12. HORIZONTAL WASTE LINES: 2" 4 BELOW U 1/4" /ft. GRADE 3" 4 ABOVE ID 1 /8 " /ft_ ('ADE. 13. UNDER FLOOR SLAB WASTE LINES: 2" MINIMUN SIZE 1 /4 " /ft. GRADE. 3" 4 ABOVE) I/8" /ft. GRADE. MAINTAfN UNIFORM SLOPE ON BUILDING DRAIN OF 1 /8 " /ft. !4. 134TH -TUBS AND SHOWERS PROVIDE ANTE -SCALD VALVES. NOTE: ALL D DIA DRA UNDER SLAB SHALL BE 2" MIN IN I/4 DROP 3" 4 4" DIA DRAIN U 1/8" DROP P LEGEND SANITARY SEWER LINE VENT LINE CONDENSATE DRAINAGE LINE CTG CLEANOUT TO GRADE WCO WALL CLEANOUT FD 1,0 PT C--� • VB VfV VTR AFF • FE NNW FEC —� FCO SECTION VIEW '-3 SEPTIC TANK DETAIL, SCALES N S INFLUENT INVERT SHALL BE 1" MIN. / 3" MAX, ABOVE EFFLUENT INVERT ELEVATION, SEPTIC TANK: 1200 GALS DRAIN FIELD: 114 S.F. UNDISTURBED AREA : 1430 P. FLOOR DRAIN COLD WATER (C.W.) LINE NOT WATER (H.W.) LINE PRESS. 4 TEMp. RELIEF LINE Cs ATE VALVE CHECK VALVE PRESS. 4 TEMp. RELIEF VALVE UNION HOSE BIBB VACUUM BREAKER v4LVE IN VERTICAL VENT THRU ROOF ABOVE FINISHED FLOOR LEVEL FIRE EXTINGUISHER ON WALL BRACKET (24-10BC) FIRE EXTINGUISHER IN CABINET (24-10BC) FLOOR GLEAN OUT EX. GRADE 125 NGVD WATER TABLE - -- NGVD / - +A I (A 3 3 5' -0" SLOPE SHOULDER —LET SEASCON WATER TABLE UNSATISFACTORY SOIL 1'- / \ \ \ \ /\ /\ /7 / / // /, / v % wwiwvivvi�w\ /\i\i /\ \ \ BOt OF SAND TR - -NGVD // A A VA \ \ GROUND SURACE + BOTTOM SURFACE of THE DRAINFIELD. SJ1LiiWATER TABLE SITE EVALUATION CRITERIA GRADE BUILGINC� PAPER COVER OR 30 LB. KRAFT. PERFORATED POLYETHYLENE TUBING ' -6" I' -3" TYP. 3/4 WASHED ROCK D LD DETAIL SCALE N T,S SAND PER 6 4E -6 9" SOfL 4 SOD — Top OF SOIL 4 Sop 9.0 NGVD • ABSORPTION BED (VERY. ELEv. 1.33 NGVD II- 0" MIN To HouSE F OUNDATION MOUND OR FILLED D/F PER HEALTH DEPT. CHAP 6 4E -6 J .Z / TOP 25 NCs OF VD ABSORPTION BED %�\j \� / � / / / �� 8. / A / VA / / v vi vwv w / v v + v v / % VA /VAA VAA /VA /VA N /,/\ \ • \ \ i / \ \ \ / \ \ � \ / \ \� \� \ \ % / / % / \ \ / / \ ��\ j / % \ % \ \ � \ \ / / \ � \ \ \ / \/ / \ \ / \ \ / < �� \ / A// //V ��/VA//%//%//AA / /V %j �� j j� %j \jVj / AA � � /j / /� /i� //�A / / \ j /,\\ /V A ENGH V \ \��A��A� \ V / / � j / �� /V�V \/A VA % j � / VA \ j / VAA / � / // tV 0 (N SIDE of EXCAVATION DRAJTILD CROSS SECTJON NEAT TRAP PER ENERGY CODE HOT WATER SUPPLY LINE 3/4" THICK (MIN.) PIPE TO OUTSIDE OP BUILDING 4 TERMINATE 6" ABOVE GRADE - - - -, EMBLEM AND _ RATING PLATE ELECTRICAL ACCESS PANELS UN ION TEMPERATURE AND PRES. RELIEF VALVE HEAT TRAP PER ENERGY CODE HOT WATER J!ATE1IJDETAJJ, UNI ON EWI-1 E=LECTRIC WATER HEATER " LOCHINvAR ENERGY SAVER MODEL No. STA066KK, 4.5 KW I1 2 0/ /60 GAL. AT 10 DEGREES RISE. 9T0 �D EQUAL WARRANTY. ENERGY FACTOR 0.89 TANK SIZE 211 D x D TANK 5 YEAR HEIGHT. 4 SHUT -OFF VALVE ELECTRICAL JUNCTION BOX ELECT. CONN. DRAIN VALVE HOO SE CONNE=CTION BOT OF ABSORPTION BED 7 .08 NGVD COLD WATER SUPPLY LINE Sheet Nunber Project Owner LAURA Mj FRADERONE, INC 20 7 5 S NE30 PE MIAMI SHORES, FLORIDA •. • • • • , •