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705 NE 94 St (13)To Date `Vic " Time WHILE YOU WERE OUT of Phone U / Area Code Number TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU 1/ • 'J ' i / _ ° D PLEASE CALL WILL CALL AGAIN URGENT 1 RETURNED YOUR CALL 1 I Mes ge Operator Extension BASiCS. #71100 of To Date Time WHILE YOU WERE OUT M Phone L_) Area Code TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU I RETURNED YOUR CALL 1 I Message MKS. Number PLEASE CALL WILL CALL AGAIN URGENT Operator Extension #71100 To Date Time / R WHILE YOU w e of Phone f1 Area Code TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU WERE OUT vy ∎ /V umber Extension PLEASE CALL WILL CALL AGAIN URGENT I RETURNED YOUR CALL I Message Operator 8 #711.0 To Date Time WHILE YOU WERE OUT of Phone TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU I RETURNED YOUR CALL Area Code N umber Extension PLEASE CALL WILL CALL AGAIN URGENT Operator #71100 1 4 0. P . 1 5 5 1 5 5 5 . 7 2 2 3 7 6• F.R. No. 336-67 June 26 1974 LOCATION SKETCH SCALE: 1' c OO SKETCH or SURVEY Lot 15 and the West ' of Lot 16, Block 67, MTANI SHORES SECTION No. 3, according to the plat thereof recorded in Plat Book 10, at Page 37, of the Pul)l.ic Records of. Dade County Florida. For. James J. O'Brien & Cheryl T., his wife E. R. BROWNELL & ASSOC. INC. :3152 Coral Way Miami, Florida a. Phone 446 -3511 Scales as Shown I HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction, also that there are no encroachments other than those shown. .P" q""1"r {_ By E. R. Brownell Registered Land Surveyor #928 State of Florida SKE) CH OF SURVEY SCALE: 1" 1 P i 3/ 8/93 15:04 TABLE 5— =total — 2- to 4' THICK, 2" AND WIDER (For fiarwise usc only. See footnote 4.) Stud Grads Grade Sobel Strotttool No. 1 No. 2 No. 3 6elect Simi:1mM Na- 1 'fa 2 No_ 3 3055567883 KIM Dried or S-Dry, MC15, MC19 APPIJES TO 2" TO 4" THICK Dense Standard Dating • Select Decking Dense Select Decidn9 Dense Comm commerclal Dense ancrd Decking • Dense Sele 4Sefelotnedsles) ct EX Commercial Decking.. nano r.tanmertial °BONIN( ite Over 19% APPLIES TO 2-1/2" 70 471110101E59ES Extreme Fiber Oa Sending 2000 1400 1650 1400 1650 1600 1150 1550 1150 1350 TABLE — NIXEU SOUTHERN PINE (V1t Pine and Pond Pine) STRDOTURAL LIGHT FRAMING, STRI.MURALJOISTS AND RAMS —r T0 nom (E•ch hits *separate set of dal Kiln Wad or S-Ory, MC 16, 1850 1900 1160 . 675 Tension Petaled 10 Grain 71" APPLIES TO - MICK —.2 4" WIDE ONLY 31350 1900 100 1450 875 100 1300 775 20 750 450 90 Stixt 775.495 - 4» THICK.- 5' cr WIDE ONLY 1100 750 675 400 ALJOMA LUMBER Compression Perpendicular to Grein • Norittootal Shoat 00 90 90 90 oo 660 555 660 665 560 440 375 440 376 440 665 565 565 565 565 565 565 565 Moduin of Bradatty (million pel) 1_3 1.6 1.6 t6 1.6 Companion Potpeogrocalet to Gado 'Ve . 1.6 14 1.4 1.4 1.4 Compression Parana le Crain "F 1800 1650 1650 950 1700 1550 1550 675 Modulus of ElselloRY (minion pall 1.6 1.5 1.4 12 12 1.6 1.5 1.4 12 1.2 Q001 Constrlct loa 1000 13 5811183rd 590 IR 8 m 12 linty 275 1.1 /18/93 L a m 15:05 113055567883 TABLEG RtQSi8�1I -�R1 1 J0 + sdPo - rTO4 - T1ibC sTriuMURAL L15117 (End* idtn lma a parma . 1001 prima or 9-0ry,11C14. 75 SolonSeumxal Nn.1 No. No.5 APPLIES 70z"- 4"71OCK -1r MOE ONLY ft) 5elat 110.1 No_2 N0.3 selensa+ra1 No.1 No.2 No.3 Made —0" m0E01a3711 171:0 1200 1090 625 1500 1050 9?5 5255 -4 --1r P • Kiln Dried or -Thy, MCIS, MC 19 tom 875 000 Enigma Fiber ig "Ps APPLIES Ta2" WIDE ONLY Wedeln Parallel to Grain t00 700 eS 375 ee5 675 926 00o JOMA LUMBER 90 90 90 90 90 90 90 90 90 00 TA91.F7— MJXW SOUTHERN P4t1E(W1295a Pins android Ptne) UGHT 'FRAMING —••2"10 4" THICK Horizontal gym "F: "Fe 1• 565 565 56S 565 565 566 56; 935 568 968 Onaprasaiao to tmlo 1600 1450 1450 850 1600 1450 1 1550 1400 W pal) "E' 1.8 1.5 1.4 12 10 1.5 12 u 1.6 1.2 on Axone Parallel „ of to Grain Grain 'Fa 1" 'Far Modulus m Madly 11002 r •: • I ! 1 C • ! . j •••• .• . rt' ,•ottri- : • • I , . - rt 7 • •.,+••,si •.t' '1,•`. ua • r •;••-1 ; : .,•0•••• • r. 1t, 1 1 • . . . 7 1: ,•71,),It-1 • 'n1' 0.••,•• . • ; 2" X 6" 16' 1111 1!I 011 IllhIIlI 0 9 2" X 4" 16' 0 illiNIVEININ 2x8 #2 PT16 11111111111) 1 44 11131 1 0 00134 223 6 4 LP-2 0.25 pct AUOMA LUMBER, INC. 033502 MIAMI, FL H/F GRN 2X8 16 S4S/SZD C t.ThiJhAco 41/111ek ; . 00111111111411111,v4s.ii, Ti he information in this hook applies only to the United States. It was created in conformance to guidelines of U.S. grading and building authorities. Grades and sizes of Canadian dimension lumber are identical to those in use throughout the United States and conform to all applicable requirements of American Softwood Lumber Standard PS 20 -70. Species combinations, assigned stress values and spans tabulated herein have been developed in strict accordance with the applicable American standards for species grown within Canada. "Standard Grading Rules for Canadian Lumber ", published by the National Lumber Grades Authority in Canada, have been approved by the American Lumber Standards Board of Review. Canadian grade stamping agencies participate in the ALS quality control ;.ystena. The purpose of this hook is to pro - vide. in addition to data on Canadian species combinations and their prop- erties. a convenient reference for spans for Canadian dimension lumber, fully in accord with the United States Federal Housing Administration (FIIAI requirements. Every effort has been taken to ensure that information published in the "Canadian Dimension Lumber Data Book' is as accurate and com- plete as possible. The Canadian Wood Council does not. however, assume responsibility for errors or omissions in this publication, nor for specifica- tions or work based on it. Published by (. :an . ..c1tart Woi (.;ot.incil \lca.aile Street. Suite 15UU Cht.o.1.t. Canada KIP (,Li sixth Edition i()()1 Pontes! in Canada on Canadian paix.r. Species Group Grade Extreme Fibre Stress in Bending F Tension Parallel to Grain F t Horizontal Shear F Compression Modulus of Elasticity (million psi) E Perpendicular to Grain F 1 Parallel to Grain F Spruce -Pine -Fir Sel. Str. 1250 675 70 425 1400 1.5 No. 1/No. 2 875 425 70 425 1100 1.4 No.3 500 250 70 425 625 1.2 Douglas Fir- Sel. Str. 1300 800 95 625 1900 1.9 Larch (N) No. 1 /No. 2 825 500 95 625 1350 1.6 No.3 475 300 95 625 775 1.4 Hem -Fir (N) Sel. Str. 1300 775 75 370 1650 1.7 No. 1/No. 2 1000 550 75 370 1450 1.6 No. 3 575 325 75 370 850 1.4 Northern Sel. Str. 950 450 65 350 1100 1.1 Species No. 1/No. 2 575 275 65 350 825 1.1 No.3 350 150 65 350 475 1.0 Spruce- Pine -Fir Construction 975 475 70 425 1350 1.3 Standard 550 275 70 425 1100 1.2 Utility 250 125 70 425 725 1.1 Douglas -Fir Construction 950 575 95 625 1750 1.5 Larch (N) Standard 525 325 95 625 1400 1.4 Utility 250 150 95 625 925 1.3 Hem-Fir (N) Construction 1150 625 75 370 1750 1.5 Standard 625 350 75 370 1500 1.4 Utility 300 175 75 370 975 1.3 Northern Construction 675 300 65 350 1050 1.0 Species Standard 375 175 65 350 850 0.9 Utility 175 75 65 350 550 0.9 Spruce -Pine -Fir Stud 675 325 70 425 675 1.2 Douglas Fir- Stud 650 375 95 625 850 1.4 Larch (N) Hem -Fir (N) Stud 775 425 75 370 925 1.4 Northern Stud 450 200 65 350 525 1.0 Species a ' 1'iltl.l 4 arANIItEDOZOIN OBB/ZEMS0 DP4 L 4.1Cl tEI 1 - SASE ®IESSG M VALO.DESS - 2" to 4" Th ctz € tr 2" and Mi8oti©rr Notes: Base values in pounds per square inch (psi) Use with Adjustment Factors (see Tables H to N) 1) No. 1 /No. 2 applies to either No. 1 or No. 2 grades. 2) Values for Utility grade apply only to 2" by 4" lumber. 011111 uiiui11uminu N/F GRN 230TR 2X10 16 S4S /SZD \Hero, Forest Products Association 11710 Kingswav Avenue. Suite 10 - 4 Edmonton. Alberta T5G OX5 Tel.: 1+03) 452 -2811 Fax: (403) -155 -0505 Canadian Lumbermen'. Association 2 Goulhourn Avenue Ottawa. Ontario K 1N 8C7 Tel.: (613) 2.33-6205 Fax: (613) 233 -1929 Cariboo Lumber !Manufacturers Association 197 Second Avenue North, Suite 301 Williams Lake. British Columbia V2G 17.5 Tel.: (60 -4) 392- Fat: (604) 392- -4692 Central Forest Product Association Inc. P.O. I3ox 1 169 Hudson Bay, Saskatchewan SOE 0Y0 Tel.:) 306) 8(Y;-2505 Fax: (30(n )-65 -3302 C.6,6.[3:Dozzu?k9 ELQ.mgcmam araammosm Zemocomo Council of Forest Industries of British Columbia 555 Burrard Street, Suite 1200 Vancouver, British Columbia N, 7X 157 Tel.: (604) 681 -0211 Fax: (604) 687-4390 Council of Forest Industries of British Columbia Northern Interior Lumher Sector 1488 Fourth Avenue, Suite 400 Prince George, British Columbia V2L 4Y2 Tel.: (604) 564-5136 Fax: (604) 564 -3588 Interior Lumher Manufacturers Association 1855 Kirschner Road, Suite 360 Kelowna, British Columbia MY 4N7 Tel.: (604) 860 -9663 Fax: (604) 860 -0009 Maritime Lumher Bureau P.O. Box 459 Amherst. Nova Scotia 13411 4,11 (.902) 667-3889 Fax: (902) 607 -0.401 64 Ontario Lumber \lanufacturcrs Association l;nivet:sity Avenue, Suite 325 P.O. Box 8 Toronto, Ontario MSJ 2H7 Tel.: (416) 367 -9717 Fax: (416) 362 -3641 Quebec Lumher Manufacturers Association 5055 Boulevard Hamel West, Suite 200 Quebec, Quebec G2E 2G6 Tel.: (418) 872 -5610 Fax: (418) 872 -3062 Macdonald Inspection 211 School House Street Coquitlam, British Columbia \'3K 4X9 Tel.: (604) 520 -3321 Fax: (604) 524 -9186 Pacific Lumber inspection Bureau 1110 -355 Burrard Street Vancouver. British Columbia V6C: 2G8 Tel.: (604) 689 -1561 Printed in Canada on Canadian paper 301 192 • er,.::d by a C:°i".t; :::.7: C 2 ay .yT;•rFur A t F it." '"an Ltur.1,:or Str,x4i.xtc Cc Cc,itm :y:? • cn: tot'oU.S t:aratl.ra c :,sp L7 . .:1rj tt?ez ti#i` nwr 3�r, rt,.Yx%`•..tr'}} , {j:w:., c t t n;rrt„aga c ,744:Crt G1 t;": o E3,.c t" ai.J ('".�: `� F`«.; z 3 'Fi. {9 Stieo ceia am: • fir . I rF = to >.A. • c:,; ;el i i r ,: :i rrl' 1 :x' :._W1G" ,iT.113 ir (K7.:11 • C. :;:r of a tS , rE.�eb$$fu:5 • iscr &kr e:svIza C n a t7.3). ',an oat; rx c o c' iy a t (lf: :.t �';t. u.':fit b'J t:'0 Cc:..h;. f i Ceuncii. 100 e Fait -01) s - CR1L NP. 3 9 S -GF N D FIR -L(N) S -DRY L 00 D FIR -1...(N) No 1 S -DRY D FIR -L(N) NLGA nULE A.F.M.A` 0 Q FIR -L(N) S -Q(W STAND � NLGA RULE N© 1 S-GRN 00 D FIR -L(N) P!.:tca :;o Stec :t, Str 1539, al=t a, Cc tl.: a 1(1 P 6L5 YCi: x 313) 233-7221 F; A: (613)235-n11 4unctf du Bois Hem-Fir (North) • major Canadian lumber species group from the coastal and southern interior forests of British Columbia. known as strong and versatile. • graded by a Canadian agency approved by the American Lumber Standards Committee • shipped to the U.S. bearing a grade stamp showing agency logo. mill number, "Hem Fir (N) ", grade and moisture condition at time of surfacing (sao facsimitos below). Spans on this card are: • for use in the U.S.A. • given in feet - inches of horizontal distance (for rafters. multitpy by slope factor in conversion chart to got sloped length) • clear distances betweon supports • tor use in dry service conditions (most covered structures). Additional information and spans are given in the "Canadian Dimension Lumber Data Boole" published by the Canadian Wood Council. LMT 1 S -GRN 1 Cn1 HEM FIR (N) Il(�1R S -DRY 00 HEM FIR (N) 0 NLGA RULE No 1 S -GRN 0 0 HEM FIR (N) CCM 100 HEt>•FlR (N) S -GRtf. Na 3 No 1 S -DRY 0 HEM FIR (N) NLGA RULE 55 Metcalfe Street, Suite 1550, Ottawa, Canada Kt P 6L5 Tel.: (613) 235 -7221 Fax: (613) 235 -9911 anadian Conseil Wood can Council du boys Spruce-Pins-Fir the most popular Canadian dimension lumber species group for use in construction, known for its strength, light weight, ease of handling and good working prop- erties graded by a Canadian agency approved by the American Lumber Standards Committee shipped to tho U.S. bearing a grade stamp showing agency logo, milt number, "S -P•F ", grade and moisture condition at time of surfacing (see facsimiles below). Spans on this card are: • for use in the U.S.A. • given in feet-inches of horizontal distance (for rafters, multiply by slope factor in conversion chart to get sloped length) • clear distances between supports • for use in dry service conditions (most covered structures). Additional information and spans aro givon in the "Canadian Dimension Lumbor Data Book" published by the Canadian Wood Council. 00 S -P -F S -DRY STAND 1 S - DRY 1 LMA ,,.1 S - P - F (rn 00 S -P -F S -DRY CONST NLGA RULE [ 1. 1 196 No 1 S -GRN 00 S -F � S.P.F. 000 S -GRN S - P -F r.v S -DRY 100 NQ.1 O.L 01 -1 CONST. S -DRY SPRUCE - PINE - FIR fir 00 A S -DRY 1 S -P -F No 1 S- DRY S -P -F NLGA RULE C[!A 100 SPRUCE PINE FIR NO.1 S -DRY 55 Metcalfe Street, Suite 1550, Ottawa, Canada 1(1 P 6L5 Tel.: (613) 235-7221 Fax: (613) 235-9911 Sabot Sttudtsal 2050 gen r 100 565 1800 1.6 No.1 1450 100 565 1050 1.5 No.2 1300 90 565 1650 1.4 No.3 750 90 5135 950 12 Stud 775 '4.50 60 56S 950 12 . - SeivdStrktetural 1850 pn 90 555 1700 1.6 Na.1 1900 90 565 .1550 1.5 Na 2 1150. 90 565 1550 1.4 Net.3 675 90 565 875 12 Stud 675 400 90 565 86 12 8/93 15:04 .3055567 r• 1 4 11MIMONow•■•■■•• 4 TABLES 5 — DECtaNQ - 2" to 4" THICK, 2" AND WIDER (For flambe 'neatly. See looaeote 4.) Gracie Ka Dried Or 5-Dry, MC15, MC19 APPLIES TO 2' TO 4" THICK Dense Standard Decking Dense Select Cornwall Dense Commi YJal MO Over 19% APPl1F.S 7O 2- x2" MESSES Dense Siardard Decking SeIect Dose Select Commercial Decidnt er3�kg nonce Con menial Grad* Klan fried of S-Dry, MC 16, • APPLIES •TD P"- 4" 71fICK —r- 4" ME ONLY Extreme Fiber fa Bending "F ti 2000 1400 1650 1400 1650 1600 1150 1150 1350 ALJOMA LUMBER Compres+aon Perpendicular to Grain • "F 660 550 565 660 440 375 440 375 440 ' CoL 447 AEA- 1 ('c Co 94 13 -1 49?? Modulus of (m� rl) 1.8 1.6 1,6 1.6 1.6 1.5 1.4 1.4 1.4 TABLE 6 — M1XE:1 SOUTHERN PAVE I/L * Pine end Pond Pine) STRUCTURAL LIGHT PRIMING, STR RALJO AND PLANKS -r TO 4" THICK (Each addth has aseperstesec eEdeal Tension Parallel to Groin "Ft" Comprwsion POrpentrieubt to Grain `Ft 1" Co Pstallel to Crain Modulus of Elasticity ptiQ Grade E do in * Bending "p it Pandkl b Groin "Fi �l "F: B to Gran "Fe 1" Compreaaion Nimbi to Gain `F JI ModUIOS (ninon p4 .E. Cvr trudloo 1000 100 565 , Q !I § 1.3 S I 90 665 12 . My 275 90 565 1.1 /18/93 m 15:05 Select Suomi Ha 1 No_2 No.3 S9tectStnaad:ra! Ho.1 No.3 $ 3055567883 ALJOMA LUMBER TABLE 6 — FOXED SOUTHERN NNE-Molds trine and Pond. R smarm/AL uoir FR1wa S tRIXT JOCSTS AND PLAN8cs -2' TO 4" TliloK (EN* width Ii =.+parit¢ value.) Klan t7kied or B`Ory, MC 15, Tendon Maid to Grata "F ." ApPuE$1D2'- 4 7xra+t -8" i wEONLY(1) Seim Swat Nat No. a too. S 1780 1200 lose 625 1073 700 825 313 A PP IJ E E 10 r- 4" 11 6 C K —10 WOE ONLY (1) -- ZOO 1050 925 525 N. TA131.>= 7— MIXED SOUTHERN PtNE(V(tgllsta Mtn end Pond Pit*e) UGHT FRAMING — .2" 70 4 THICK M - it 7r wr P1 Kitn Dtied orS Dry, MCI5, MO 19 APPLIES 1 - 4" r— WIDE ONLY 90 9a so oo 90 co aao 1400 5 • CO 504 3 • O 90 •F: coregressioa Pwrar KSaaz tteo CAS "Fe i• 565 585 565 565 586 565 566 555 565 sss Cotopeostoo Porasei Melo 1w0 1450 1450 850 1630 1450 •1430 825 1550 1400 200 Modulus ot t 1$ 1.5 1.4 12 15 1.5 1.4 12 12 • Compression Para' lot to Grain 1.p 4 ;8.2" TO 4" THICK 2050 1 1000 .8 1 17150 1.7 1.7 1850 1.0 t.7 1550 1,8 1 1.7 1150 1.8 t,4 076 1 1,4 • 2" TO 4" THICK Modulus oI Elasticity (million psi) • 2 "X6" 16' SPt= o 1111 s!pio 91iiHg1 , Modulus al Erasticrt (mlition psl ifi oiiii i in i io i v o i o s 0 011111 noaa aaan s H/F GRN _� • 2:81 � 2X8 16 S4S /SZD H/F GRN 2&BTR 2X10 16 S4S /SZD :, . THE PLANS FOR 7d,3 9h z, 2/ HAVE BEEN TAKEN TO BE PHOTOSTATICALLY COPIED AT THE REQUEST OF THE OWNER OF SAID PROPERTY & WILL BE RETURNED WITHIN 3 (THREE) DAYS. .14/461.F.4 - 6 tolueeOZ COMPANY 5 8 DRIVER TELEPHONE DA.