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500 NE 102 St (9)
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';','!,:•';';i:?...,: ;.":,=.:- ; ''', .. •AfA ..., , ft i f 1 9°- ..-I'lik i'Vl ..4.. ...,...' , ., " ,:.../.r:= " - ': -- - . - , ,,' .^ '''. ■'-'- - it .,*■. ' , '• -, • •. -•-, '-'---•`^% ,`-',,,!:!..... ',I; ',,,, , ; _'.< --.. • "t' - !A ..,' ' ,.-' .;, , ,—, V; i .,,... -',' ", ,.. , .-?^■,';.; ' " ; 't s; ,,* i.:.1„'",. 1111141111===.01_if • :4c4r,1421316./.14 4 4 &.L1 et e 4 ' • 14'4, 1 efra. e.dt44.,IrA,114. 5, Rot r Ot ,FAIAJTOV e v lc Aue.4$3 944 C,s v 41e,a e vik,r Ptc, 0.01 It t rrit — 1 4, . 4 4 01: 4 . . • -won AN. ...ea.. ■■ 4.1)7,...1 V e; v. P? j lit t i.-101.07.7,1•77 AV. - 3,• Wi tot. E LAT $IJ.1gK R /AiNYeo " .,ro^^ —�^t ..'S'r'i' ^"'y, T'w•+•.y7 �."^L -r i x�iTi r+•.. -� _ k ••4 «._ ..r.. -r-S `. .,.7 t,.w: -�v+ -• t-- %+'-^' ✓l Y :___.W+ti,.M , rrrw...••f w. rrv..- ✓ar..yrt- +-+lw �w� W O Q 1 ; fu.c;co =. r.y^.P. r A 4Wn �} w 4.T t� Cr'j»p, - .y — ff - r .+w.t +.. +'R. T �Y• .r •. .tv" .., j..nY„w•M < +Y•S'r t+•.� +• „��'f'^.^nr .- e...w�. +l�..w.,.,r „+,�y ` .wyw.. �we•1,rw+,r•+ T.w.r :� , arrr.,,.r'Y.f'iY' _ , vn•r��Vny , , 4+ , vv�•.a. y '.. Yrw...w 1.. k �1re` wrrt:•Yd VV.! .t • .7+�....,w.,;... »+ r aw +r.wrw r.w. - .r. mow• wn+ Y{.^ .n�'`wr..�..i' »r.4+ Yr.F•mY - �'r"4 .V. _II _ ` 4ari'!tiCi<: itiG N4to 4 3 3 • .n�.ry �`f't4. a^y+•e t +wss , +. +v!*P"f'�•sM ,a awr�J; °'+ff. 4 + 4a...:i..,,.. .wy THIS IS A BOUNDARY SURVEY: PROPERTY ADDRESS: 500 N.E. 102nd STREET MIAMI FL. 33138 . ELEVATION INFORMATION_: COMM. PANEL 0 125098 PANEL 1! 0093 SUFFIX F FIRM ZONE "X" DATE OF FIRM 11/04/91 BASE FLOOD ELEVATION: 9 LOnTIO1J C; ('.,tk 6CALe ` r 200 LEGEND: (M.) OR MEAS. 1 MEASUREMENT CLR. : CLEAR FORM PROPERTY LINE F.I.P. s FOUND IRON PIPE CONC, s CONCRETE TIES : TIES TO PROPERTY LINE PL. : PROPERTY LINE C.L.F. s CHAIN LINK FENCE R/W : RTGTH OF WAY D/W : DRIVE WAY CL. : CENTER LINE W/F : WOOD PENCE CERTIFIED TO: LEGAL DECRIPTION: FRANK TADDEO & MARIA ECHEVERRI AMERICAN HOME FUNDING, MANUEL J. ARECES, ATTORNEY'S TITLE INSURANCE FUND. LOTS 11 & 12 , BLOCK 94, subdivision MIAMI SHORES SECTION NO. 4, according to the plat thereof as recorded in PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA. of e 2 1sloo Ity tX...I/- .1 ---- "1 1: — ri (11 Ctuel l,ti tili< V- a liS ,, • \-1 +.4t 1.J G1C6re,14 og c URV6k( "'AP/ 54 / 0 •3 °"/ Lj'Pear PAVE,M air WI ve Fir I 11 • ‘4.cg tc■ 14 to 0 t.■ Cork, Stitt?' 0 a .• %Vic . c■ fowl lac A 640 D. mbity tlovse - Yvio' 5 00 • s izarvkli< ▪ • I PA.fut wooe .o m . oo.o o • i L ; '. 1 2_ 4 •` ° ks\ S3 ti sg' • ; Q 47- 4 0 1r- : .t4a/t6.• 100 .. 41_6 y 15.0 PAY ear 1. . — I Ike —A ■••••••••••••••■■ 0 o,f4' tsf. (.s-F. r. i p. • METRO•DAOE SUN Id ;14 blflebUN bIKUNIi lit Simpson Strong Tie Company, Inc. 1450 Doolittle Drive Park P.O. Box 1568, San Leandro, Ca. 94577 ACCEPTANCE No.: 93 0828.6(92) EXPIRES APPROVED: PRODUCT CONTR t L NOTICE OF ACCEPTANCE Your application for Product Approval of foist I -Tan eg rs.U, LUP LU, HU HHUJT TF, HITUTU and WM under Chapter 8 of Metropolitan Dade County Code governiag.the use of Alternate Materials and Types of Constructions, and completely described in the plans, specifications and calculations as submitted by 'Robert feffrey. P.E. and Test Reports by TEI Consulting Bncincers has been recommended for acceptance by the Building Code Compliance Otice to be used in Dade County, Florida under the Specific Conditions set forth on pages 2 thru 2j and the Standard Conditions on page 3 ** PLEASE NOTE *:*. hHX NU. Cl4 b4CbiW METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1503 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1583 (305) 375.2901 FAX (305) 375 -2908 .b..a—dihLI / 4 '1 Diamond, P.E. Product Control Division Supervisor THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS B[11L CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth ab Charles Danger, P,E. Director Building Cade Compliance Dept. Metropolitan Dade County MAR -05 -95 SUN 19:15 SIMPSON STRONG TIE Sim»son Strong -Tie Company, Inc. ACCEPTANCE No. 93- 0528.6 (92) 2. General Notes 3. U Joist Hanger FAX NO, 214 5425379 P.02 APPROVED EXPHRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. This approval covers metal hangers designed to transfer loads, up or down, from a wood joist to a wood header or masonry wall in accordance with Section 2906.3(c) of the South Florida Building Code. The following hangers are included in this approval: U, LUP, LU, HU, ITHU, HUTF, HHUTF, and WM. a) The approved products shall be made of steel conforming to ASTM A -526 with 33,000 psi minimum yield point and galvanized per ASTM A361 G -90. b) ' The 'manufacturer's logo shall be stamped on the metal so as to permit identification. c) Design values are adequate for Douglas Fir - Larch, Douglas Fir -North and Southern Pine. . The design values shall be multiplied by 1.23 for Dense Douglas Fir -Larch and Dense Southern Pine. The design design values shall be multiplied by 0.81 for Douglas Fir South, Hem -Fir and Spruce -Pine -Fir. d) Wind uplift loads have been already increased b a duration factor of 33 173 %. Reduce allowable uplift loads for normal loading such as cantilever construction. Roof loads are 125% of Floor loads unless limited by other criteria. e) Unless otherwise noted, 10d nails shall have 1.80 in. minimum penetration and the 16d nails 2.00 in. minimum penetration. 1 - 2- These hangers shall be made of 16 ga galvanized steel, The details, method bf installation and allowable loads are shown below. Gil Diamond, P.E. Supervisor Product Control Division MAR -05 -95 SUN 19:15 Model No. '1V 11 B U24 1 9/16 U26 1 9/16 U210 1 9/16 U214 1 9/16 U24R 2 U26R 2 U210R 2 U34 2 9/16 W6 2 9/16 U310 2 9/16 U314 2 9/16 U24 -2 3 1/8 U26 -2 3 1/8 U210 -2 3 1/8 U44 3 9/16 U46 3 9/16 U410 3 9/16 U414 3 9/16 U4417, 4 U46R 4 U410R4 U26 -3 4 5/8 U210 -34 5/8 U66 51/2 U610 5 1/2 U66R 6 Dimensions 3 1/8 1 1/2 4 3/4 2 7 13/16 2 10 2 3 5/8 2 5 5/8 2 9 1/3 2 3 3/3 2 5 3/8 2 8 7/8 2 10 1/2 2 3 2 5 2 8 1/2 2 2 7/8 2 4 7/8 2 8 3/8 2 10 2 2 5/8 2 4 5/8 2 81/8 2 41/4 2 7 3/4 2 5 2 8 1/2 2 5 2 SIMPSON STRONG TIE Simpson StronPile Company Inc. ACCEPTANCE NO: 93- 0828.6 (92) APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Fasteners Allowable Loads Uplift Floor Roof A leader Joist (133) (100) (125) 10d 16d 10d . 16d 7/8 4 -16d 2 -10dx1 1/2 470 535 590 670 11/4 6 -16d 4-10dx1 1/2 705 805 880 1005 1 1/4 10 -16d 6 -10dx1 1/2 1175 1340 1470 1675 1 1/4 12 -I6d 8 -10dx1 1/2 1410 1610 1760 2015 11/1 4 -16d 2-10dx1 1/2 470 535 590 670 11/4 8 -16d 4- 10dx1 1 /2 940 1080 1175 1350 11/4 14 -16d 6-10dx1 1/2 1645 1875 2055 2350 11/4 4 -16d 2-10dx1 1/2 470 535 590 670 11/4 8 -16d 4- 10dx11/2 940 1080 1175 1350 1 1/4 14 -16d 6 -10dx1 1/2 1645 1875 2055 2350 11/4 16 -16d 6-10dx1 1/2 1880 2145 2350 2690 11/4 4 -16d 2 -10d 470 535 590 670 11/4 8 -16d 4 -10d 940 1080 11175 1350 11/4 14 -16d 6 -10d 1645 1875 2055 2350 11/4 4 -16d 2 -10d 470 535 590 670 11/4 8 -16d 4 -10d 940 1080 1175 1350 1 1/4 14 -16d 6 -10d 1645 1875 2055 2350 11/4 16-16d 6 -10d 1880 2145 2350 2690 11/4 4 -16d 2 -16d 470 535 590 670 11/4 8 -16d 4 -16d 940 1080 1175 1350 1 1/4 14 -16d 6 -16d 1645 1875 2055 2350 1 1/4 1 1/4 11/4 1 1/4 1 1/4 8 -16d 14 -16d 8 -16d 14 -16d 8 -16d 2 -10d 6 -l0d 4 -10d 6 -10d 4 -16d -2 a- FAX NO, 214 5425379 P. 03 200 575 865 1150 200 575 865 200 575 865 865 200 625 940 200 625 940 940 360 720 1080 200 940 625 940 720 940 1645 940 1645 940 1080 1875 1080 1875 1080 1175 1350 - 2055 2350 1175 1350 2055 2350 1175 1350 Gil Diamond, P.D. Product Control Div' ion Supervisor MAR 705 -95 SUN 19:16 SIMPSON STRONG TIE Simpson Strong -Tie Company, Inc, 4. LUP Joist Hanger These hangers shall be made of 18 ga galvanized steel. The details, method of installations and allowable loads are shown below. Model No. LUP24 LUP26 LUP28 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Dimensions W 11 B A 19/16 31/8 11/2 7/8 1 9/16 3 3/4 2 1 1/4 1 9/16 6 5/8 2 1 1/4 LUP210 1 9/16 7 13/16 2 1 1/1 Fasteners Header ;foist 4-16d 2 prongs 2 prongs 6.16d & 2 prongs 4 prongs 8 -16d & 2 prongs 6 prongs 10.16d & t prongs 6 prongs -2b- FAX NO. 214 5425379 P.04 ACCEPTANCE NO: 93 (92)._ APPROVED EXPIRES U414 Allowable Loads Floor Roof (100) (125) 10d 16d 10d 16d 470 535 590 670 705 805 880- 1.005-- 940 1070 1175 1340 1175 134. 1470 1600 Gil Diamond, P.E. Product Control Division Supervisor 1 MFR -05 -95 SUN 19:17 SIMPSON STRONG TIE FAX NO 214 5425379 P.05 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled . diving the manufacturer's name, Dade County Product Control Approval Number ap roved elevation and date of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use, or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSIJAAMA 101 -88 or for wood window unit by ANSI/NWWDA I.S. 2 -87 and sliding doors ANSUNWWDA I.S, 3 -8 and swing doors ANSIJNWWDA I.S. 8 -88. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is him. -No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installations and No. 10 for all other floors above the first and second floors. Revised 5 -20 -92 it Diamond, P.E. roduct Control Division Supervisor EXPIRES ACCEPTANCE No.: _ 9 3- 032x.4 (9. APPROVED: JUN 21 1993 JUN 21 1996 p.Rgalm--E .ON'i'RO.L IyoTr ;.E OF ACCEPTANCE Simpson Strong Tie Company, Inc. 1450 Doolittle Drive P.O. Dox 1563, San Leandro, Ca. 94577 Your application for Product Approval of Various Connectors: J, C and 3 of Metropolitan Dade County Code t. Constructions, and de completely described overning the use of Alternate Materials and Types under Chapter l onst ulti in the plans, specifications and calculations as submitted by L Engineers and Jae) T. SaverlandP.8 has been recommended for act Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth on page 2 th111 2d and the Standard Conditions' on page 3 acceptance by the PLEASE NOTE ** TFiI. 'I'A'■ CO''VEYZS;< {Et;T SEE ADDITIONAL PAGES r■OTt ,SPF,CTFIC AND r NETtAL CONDITIONS This application for Product Approval has cOD reviewed Code Compliance Department and approved by the Buildiny the Metropolitan Dade County Building County, Florida under the conditions set forth above. S g Code Committee to be used in Dade -I- METROPOLITAN DADE COUNTY, PI.ORIDA METAO•DAOE FL.AGLER Bl1ILbING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1553 FAX ( 305 ) 37 5.2908 Til Diamond PP J Product Control Division Supervisor Charles anger E, Director Building Code Compliance Dept. Metropolitan Dade County r y Simpson Strong - Tie Conmpany, Inc,. ACCEPTANCt No, ; _21 EXPEL Es JUN 2 1 19g6 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. This approval pertains to sheet metal products designed to connect and/or anchor structural wood members in accordance with Section 2906.3 (e) of the South Florida Building Code. The following items are covered under this approval; • H Ties 1-r1-I Header Hangers FC Framing Clips A 34/A 35 Framing Anchors 2. General Notes: a) The approved products shall be made of steel conforming to ASTM A -361 and a coating designation, The minimum yield point shall be 33000 psi. b) The manufacturer's logo shall be stamped on the metal so as to permit identification, c) Design values are adequate for Douglas Fir - Larch, Douglas Fir -Larch North and for Southern Pine. The design values shall be multiplied by 1.23 for Dense Douglas and Dense Southern Pine. The design values shall be multiplied by 0.31 for Do las rr`'h South, Hem -Fir and Spruce - Pine -Fir. d) Wind uplift loads have already been increased by a duration load factor of 33 1/3% for normal loading such as in cantilever construction: e) 8d nails shall have, unless otherwise noted, 1.44" min, penetration, l0d and 12d nails, shall have, unless otherwise noted 1.63" minimum penetration, 16d nails shall have, unless otherwise noted 1,80" minimum penetration, 20d nails shall have, unless otherwise noted 2.20" minimum penetration. - 2- Gil Diamond, P.E. Supervisor Product Control Division y Slmnson Strong -Tile Company, I_ tc. ACCEPTANCE NO: 93- 0828.4 (92) 3. J1 Ties These connectors are designed to provide anchorage between wood roof or wood floor elements to wood vertical members. The dimensions, method of installation and allowable Ioads are detailed below. Model Matt Fasteners (8d nails) Allowable Wind Loads (lbs) No. Rafters Plates Studs Uplift Lateral F1 F2 HI 18 ga 6 4 520 485 '165 112 18 ga 5 - 5 335 - H2.5 18ga 5 5 - 4I5 150 150 H3 18 ga 4 4 460 125 160 114 20 ga 4 4 360(2) 165 160 H5 18 ga 4 4 465 115 200 I 16 ga 8 8 950 650 117 16 ga 4 2 8 985 400 (1) Allowable loads are for one anchor. A minimum rafter thickness oft 1/2" must be used when framing anchors are installed on each side of rafter and on the same side of the plate. (2) Maximum allowable uplift load for the H4 stud to bottom plate installation is 315 lbs. H N.IM.tb. Ca.• 171. . 1. (:4.111 I7.f W H k ny (.0 117 Invellake NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 'y.lall 114 .1. bvf1n (•. urwow 7j r 0. ( . ye le C an. em L 4x.0. PKd... _I j t l 11.71 ; :!1 HS 1. • n� J,n a Hi Wa EXPIRES : NUN 21 1996 iI D amond, P.E. roduct Control Division -2a- Supervisor i W z 0 z 0 8 0 Z 1- 0 SIOCKDRAFTING FORM NO 101•50 RC w L tn z /12 N.E. 103rd STREET I 10 16 (1 (14. 5 4 !ari N.E. 101st STREET LOCATION MAP 3 221 rar• * PROPOSED EXT. WD. TRELLIS e4 SCALE: •.T.S. ©e - �' SIGV��L_E ��.c'rJ F»F4 (Wvv r ea. ,_01 c z e �.sro '( � iic7 ; o 1 N.E. 103rd STREET LEGAL DESCRIPTION Loy H le i �t�:,p,ul�a►1:�, M��ivti`= F� -�E ` 5 -' , 4 , ,rac:c- :op-c_)1NJco P!. -AT" 15 ,- 1" 1:;!4'4 14- 7 L)tj f" c'��t.1: -r1Y P4- 4.82 -1O? GENERA,. NOTES 1. 00 NUT ::CALK 1,14M41NC J. USN ►ICDRE0 D11 ONLY. , CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE EVEN? OF CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING. THE MEANS OF CORRECTING ANY INCONSISTENCY SHALL BS APPROVED DY THE ARcNITEC? PRIOR TO IMPLEMENTATION OF THE SOLUTION. 2 CONTRACTOR SHALL COORDINATE WITH OWNER AND'VARIOVS 'TRADES SO THAT PROPER OPENINGS AND CHASES BE PROVIDED. 3 . WHEN PERFORMING WORK BELOW GRADE, CARS SHALL BS TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BS BROUGHT TO. THE ATTENTION OF THE ARCHITECT /ENGINEER. ANY DAMAGE TO EXISTING UTILITIES SHALL DE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT /ENGINEER. 4. ALL VEGETATION AND ORGANIC MATTER SHALL BS REMOVED PRIOR TO PLACING PILL. FOUNDA?ION SHALL BEAR ON CLEAN. FILL COMPACTED IN LAYERS OF NOT MORE THAN 12" IN DEPTH AND TO 951, DENSITY. 5. VISUAL INSPECTION INDICATES SAND COMPATIBLE OF SUPPORTING SUPERIMPOSED LOAD OF 2000 P.S.F. SHOULD OTHER CONDITIONS C,k MATERIALS BE ENCOUNTERED, THE ARCHITECT MUST BE NO DEYOk6 I'ItoCEEt)1NG WITH 1'IIE WORK. G. CyNCHE'I'N SHALL ItAVS A SLUMP or S" MAX. AND A MIN. COMPRESSIVE STRENGTH IN 23 DAYS AS FOLLOWS: :LADS ON GRADE 2100 PSI COLUMNS, BEAMS 1 FOUNDATIONS 3000 PSI CONCRETE COVER FOA ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: FOUNDATIONS 3 INCHES TIE COLUMNS 1 -1/2 INCHES 7. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 SPECIFICATIONS FOR THE NE'A DEFORMED BILLET STEEL AND GRADE 60 SPEC. WITH A MIN. YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED AND PLACE AS RECOMMENDED BY A.C.I. 0 WELDED WIRE FABRIC (W.W.F., SHALL CONFORM TO ASTN A -105, DOUBLE V.W.P. 36" ON EACH SIDS or BEARING WALLS AND 30 ", AROUND PERIMETERS OF MONOLITH FOOTING. . 9. ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING Ib 1200 PSI. MIN., UNLESS OTHERWISE SPECIFIED• 10. ALL W000 IN CONTACT WITH CONCRETE SHALL BS PRESSURE TREATED. 11. SUBSTITUTION OF SPECIFIED PRODUCTS AND /OR MATERIALS SHALL BE SUBMITTED BY WRITTEN REQVES? AND ARE SUBJECT TO APPROVAL DY OWNER AND /OR ARCHITEC ?. 12. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BS USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 13. CONTRACTOR SHALL MAIN LATEST SET OF DRAWINGS, INCLUDING ANY RRVISIONS, DEFORM STARTING CONSTRUCTION. 14. CLEAN -up ALL RUDDISII, REFUSE, SCRAP MATERIALS AND DEBRIS CAUSED BY 1HE PRII.IF.C? AT THE END OF EACH DAY, AND INSURE THAT '1'116 S1TB or WORK PRESENT A NEAT, ORDERLY, AND W'IIHKMANL!Ke MANNER. 15. OWNER, ARCHITECT AND CONTRACTOR NOTE. CHECKING or SHOP DRAWINGS AND FIELD INSPECTION OP THE INSTALLATION or THE REINFORCING, TRUSS INSTALLATION, AND ANY OTHER STRUCTURAL ELEMENTS IN THE FIELD ARS REQUIRED IY '1'HH ENC1NEEk 13 TO llk HELD RESPONIIULS Fok THE 9'1'kUC'L'URAL ADEQUACY Or THE BUILDING. - 0 L _� ui 2 ,4XIST FLOOR PLAN . S• = 5XF'AN51(..)Ni jolt-4r SOUTH ELEVATION �.J yaw 0.41.4 ��N�LI l+ .3T. 6L. .> Fr2r.7•/1 f` =4 41 r.{�G. ..iN 6X6 tlO /iQ yVWMvi ) W /(I)*E; ?AP. TO F.t 7C1ENY GF W01 qii' 1 f STEEL CONNECTOR .DF1T'AIL 1 . NOTE': vv;D. �+ �J -L r- t T• e: L jT ieF.24 Pit-4e cu. 1r.rE;Z. -40 PAI; -i 9 rl ll d � , � I► -,�- if TRELLIS END DETAIL SCALE: 1/4" .. 1'- $CA[ E 111/2" = 1' -0" C.J. WI G TEL 1 1•aQc -Ix e:416 ) = -H 2.5 BIMrI3(1N t CLIP WI 10- .(Y.-1 N NL 3 CwAGH wu rilelh493 rte) STEEL CO NEgTOR PROPOSED EXT. D. TRELLIS SCALE: 1/4" = 1' -0" 0 - 1X4 •t:. "TKO `- )4r-3 W ta. e ELI GreEL.. coe F (o) F,AorEt.i 1't0 ex1Y'f t. :* - re E *. AJI ( -) 5/6 At-41:, TO WD BeAM W/ (1) 2/83 4 T1 ect'-T (E C7AL Brave) m ID' _1— SCALE 3" = 1'- 0" -- 411 v vxc3 4 10 10 V'JV'NM, 14 (1) Its r\ o r- . &SLAB DE . TAIL .,SEALS~: 11)2" = 1 *<G WU Jo 13T' END p - r? ;� e l -al' c . c. se E L 1 L 3X8 WD. 1_AM - I x2 wU 31 J a 16 O.C. f ROOF FRAMING PLAN txe � , �� ().C. ) tip 3x 6 1 o.c.( -r ) 2x6 ;AO eLoc; NG 5:014) (a -a -c) r AB! '3..— U?Fa 51 1ti1F'7CJ Fo.4.44 - Fe W/ r`JAILs d LCLGEF , G} -IOC +X 11'3 r JOi`J r. 2x G rNC). LED S �F� I X4- WV. T 'FL 1M 13 %VERIF c, lIt ,/ ex a +U B�OCKINO X6 WV. L�UGL�R . A 3 5T RED SCALE: 1/4" = 1'-0" EXISTING OVERHANG TRELLIS END CONNECTION G/€3 x E3 2 1.j c C. She(&], / &view Apr/raved 37:,„A, SCALE: 11/2' 0 • Q� L J J w a w 0 0 Axioma_3 AR »/C 3 4866 Ponce de Leon Blvd. Coral Gables FL 33146 p.o.box 165036 MIDI N , FL 33116 phone 667.6333 fax 667.6670 project no. date 3 -- sheet title sheet no. fotd nvnber of sheets A rs AA0002273 $6