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No. 336 -67 June 26 1974 14 a P , 10 5155 5 2375• LOCATION SKETCH SCALE: 1'= 200 SKETCH OF SURVEY For. James J. O'Brien & Cheryl T., his wife E. R. BROWNELL & ASSOC. INC. 3152 Coral Way Miami, Florida j Lot 15 and the West ' of Lot 16, Block 67, MTNv1I SHORES SECTION No. 3, according to the plat thereof recorded in Plat Book 10, at Page 37, of the Public Records of Dade County Florida. 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. 1 '77 44%70 By E. R. Brownell Registered Land Surveyor #928 State of Florida 1.: • SKE) CH OF SURVEY SCALE: 1 n /02 , 4 - / • ri 13/ 8/93 15:04 3055567883 • : • • TABLE 5 - DECRINO- 2" to 4" 1111CM, 2" AND WIDER (For flambe usc only. See footnote 4.) Grade Kiln Dried or S-Dry, h1C15. M019 APPLIMI TOT TO 4" 11-11C1C Dense Standard DocWroll Select Dsolibg Cense Select Deddeg ommercial DertSe Contraerc MC Over 19% Appuss TO 2-1/2"TO 4" THICKNESSES mimeo - =cal sountERNPINEMnia Pin"nd Pond Pinvls STRUCITURAL LIGHT FRAMING, STR RALJOISTS AND P u - r TO 4" THICK Mach width Mrs *separate** of deal SMMISftuellmoi Om 1 No. 2 No. 3 Mud Grade Compression Compression Perpendicular Pasilales to Gain Grain x,6PPUnc7 ONLY 13slactStructund Via. 1 lifo. 2 tio. 3 1850 1200 1160 675 675 Extreme Fiber 0 Sending 2000 1400 1650 1400 1650 2050 1200 1450 875 100 775 750 450 775 . 450 1600 1160 1350 1150 1350 ALJOMA LUMBER Compression Perpendicular to Grain • 660 955 660 565 663 Tension Roottontel PattaNei Shaer 10 Grain "Fr" "F v" - Kik Dried or S43ry, MC 16, . : .2". 4" WD EONLV 1100 750 675 400 400 • "...• • • • •••• • ' • - 90 90 90 90 440 375 440 375 440 ' 565 565 565 565 Modulus cf Easterly pai) 1A 1.6 1,6 1.6 1.6 1.6 14 1.4 1.4 1.4 1800 1650 1650 950 1700 .1550 1550 875 1.6 1.5 14 12 Construction . I 12 Standard • 1 8 m 12 Utilty _ 1.1 • r• /18/93 15:05 /3'3055567883 TABLE 0 - ItOCED Soulltp3f (*Oda Ma and Pond STBOaTUBAL WAIT FRALOUG, STRuclURAL =SI'S ANO P TO 4" (E* width bm assrparsto wives) Brad. Kin Dried or 9.0sy, MC15. -or worEONLYM lotenStructural Ha. 1 Bo. 2 No.* &Ad Wastrel No_ 1 tro_2 tio.3 SelectStructund Ho. 1 tic. No.3 Mnde 1760 1200 1050 625 APPLIES 0)2" • enfICK- 1r VIME ONLY (1) %OD 1050 925 523 Kiln Dried or Say, MC - 1S. NC 19 APPLIES rar THICK WIDE ONLY Nagel soar& "F 1000 700 ICS 375 WO 580 550 eza -- Amr.2FTWIC- 7 " ---72 "EWVar7wr 1400 • 895 975 575 875 526 970 300 TABLET- IMO SOUTHERN FiNE(IbilW0 P1n..n d Pond Pine) tJOHT FRAMING -.2' TO 4" THICK Extreme • Tension Fiber In Finalist Bending es Grain *V I," "F t" • 4. • • : • :. • • ALJONA LUMBER thIsac • so 90 so SO SO OD cancresslon Ni t a = ' 'Fa 585 585 555 565 5E6 565 568 5sS 565 585 Compression Perpereliontar to Grain "Fe Compuessee Perenet Greta - P cif 1600 1450 1450 950 1600 1450 1450 825 et BasOcky (mince psi) IA 12 1.6 1,5 1.4 t2 Contreseslon Parallel to Grain ar Modulus of Madly (minion psi) "E7 R1062 .21 • .1 • : i•' t. • r . .„ , .•• t • • e • .• . • ; ; • : • : . • • • • •4 ' • 41i 91' ) • 5i . .1 ' et thl • :t 2" X 6" 16' 2" X 4" 16' 0 111111111/111111111 2x8 #2PT16 011), • 11111 IIIIIIIllhIu 11111111 0 00134 22376 4 LP-2r 033502 ALJOMA LUMBER, INC. • 1 IMAML FL. 111110 I ,LII 1. H/F GRN 2X8 16 S4S/SZD agR )l he information in this book 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, assignee.( 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 c >I Review. Canadian grade stamping agencies panicipctte in the ALS quality control ;,ystern. The purpose of this book is to pro- vide, in addition to data on Canadian species combinations and their prop- erties. a convenient reference for spans for Canadian dine nsion lumber, fully in accord with the United States Federal Housing Administration (11IAI requirements. Every effort has been taken to ensure that information !published in the "Canadian Distension Lumher 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, ru>r for specifica- tions or work based on it. Puhikhed by (.: n:,dian \ \uncl Council i� \Ictc..tlfe titreet..` 1 Y() (ALA .t. Canada Ii1P i�LS sixth Ret ise_1 Edition 1'rrxeel i n C:. on C :anaelian piper. ' Ft1ti.i: 1 CANIEMI 6At0 DOME SOOD0 D- tLOMBIERI - BASE t®IES600.6 VAaa_O.DIES - 2" trio 4" 11 6c81 by 2" aavd ' 5 Species Group Northern Species Notes: Grade Base values In pounds per square inch (psi) Use with Adjustment Factors (see Tables H to N) Extreme Tension Fibre Stress Parallel Horizontal in Bending to Grain Shear F Spruce -Pine -Fir Sel. Str. 1250 675 No. 1/No. 2 875 425 No. 3 500 250 Stud 450 200 011111 III II IIIIUIIII II VIII N/F GRN 28BTR 2X10 16 S4S /SZD F 70 70 70 Douglas Fir- Sel. Str. 1300 800 95 Larch (N) No. 1 /No. 2 825 500 95 No. 3 475 300 95 Hem -Fir (N) Sel. Str. 1300 775 75 No. 1/No. 2 1000 550 75 No. 3 575 325 75 Northern Sel. Str. 950 450 65 Species No. 1/No. 2 575 275 65 No. 3 350 150 65 Spruce- Pine -Fir Construction 975 475 70 Standard 550 275 70 Utility 250 125 70 Douglas -Fir Construction 950 575 95 Larch (N) Standard 525 325 95 Utility 250 150 95 Hem -Fir (N) Construction 1150 625 75 Standard 625 350 75 Utility 300 175 75 Northern Construction 675 300 65 Species Standard 375 175 65 Utility 175 75 65 Spruce -Pine -Fir Stud 675 325 70 Douglas Fir- Stud 650 375 95 Larch (N) Hem -Fir (N) Stud 775 425 75 65 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. Perpendicular Parallel to Grain to Grain c. 425 425 425 Compression F 1400 1.5 1100 1.4 625 1.2 625 1900 1.9 625 1350 1.6 625 775 1.4 370 1650 1.7 370 1450 1.6 370 850 1.4 350 1100 1.1 350 825 1.1 350 •. 475 1.0 425 1350 1.3 425 1100 1.2 425 725 1.1 625 1750 1.5 625 1400 1.4 625 925 1.3 370 1750 1.5 370 1500 1.4 370 975 1.3 350 1050 1.0 350 850 0.9 350 550 0.9 425 675 1.2 625 850 1.4 370 925 1.4 350 525 1.0 m0' Modulus of Elastic ty (million psi) Alberta 1 4,rc.'st Products Association 11710 h;in;gswav Avenue. Suite 104 Edmonton. Alberta TSG 0X5 Tel.: ( 103) 452-28.41 Fax ( -103) -t55 -0505 Canadian Tian Lumbermen's Association 2' Goulhourn Avenue Ottawa. Ontario KIN 8C7 Tel.: (613) 233 -6205 Fax: (613) 233 -1929 Cariboo Lumber \i:.lnufacturers Association iort 197 Second Avenue North, Suite 301 Williams Lake. British Columbia V2G 1ZS Tel.: (60 -1) 392 - Fax: (60 4) 392 -1692 Central Forest Products Association Inc. P.O. Box 1169 Hudson Bav, Saskatchewan SOE OYO "al (306) 865 -2505 Fax: (30(,) 865 -330 2 mum Council of Forest Industries of 1(ritish Columbia 555 I3urr:.lyd Street, Suite 1200 Vancouver, British Columbia \7X 1S7 Tel.: (604) 684 -0211 Fax: (604) 687 -4390 Council of Forest Industries of British Columbia Northern Interior Lumber Sector 1488 Fourth Avenue, Suite 400 Prince George, British Columbia V2L 4Y2 Tel.: (604) 564 -5136 Fax: (604) 564 -3588 Interior Lumber Manufacturers Association 1855 Kirschner Road, Suite 360 Kelowna, British Columbia V1Y 4N7 Tel.: (604) 860 -9663 Fax: (60i) 860 -0009 Maritime Lumber Bureau P.C). Box .459 Amherst. Nova Scotia •111 , 1A.1 Tel.: (902) 667 -3889 Fax: (902) 667 -0401 64 Ontario Lumber \ictnufactu Association 55 University Avenue, P.O. Box 8 Toronto, Ontario M51 2F17 Tel.: (416) 367 -9717 Fax: (416) 362 -3641 Quebec Lumber Manufacturers 5055 Boulevard Hamel West, Suite 200 Quebec, Quebec G2E 2G6 Tel.: (418) 872 -5610 Fax: (418) 872 -3062 Association Suite Macdonald Inspection 211 School House Street Coquitlam, British Columbia \'3K 4X9 Tel.: (604) 520 -3321 Fax: (604) 524 -9186 Pacific Lumber inspection Bt. 1110 -355 Ilurrard Street Vancouver, British Columbia V6C.: 2G8 Tel.: (604) 689 -1561 Printed in Canada on (.: :rn:u.lian paper ers 325 real.) 33.\1 192 n 1tovot1 c7.1rtc7 tag), ttl l rw rrf1,':aif3 ctralrtIcn Ctt t2 Q3 { 3 (" l ..r2 tc'.d7o). Cri >Y (I cars a° : • fbt t,:_ 3 lit 6la U (.A. :vit °F SaCt 7i zs..:.1 *3', citt.„4 kty Cfc p latter ,ac.;,:r,,. - 1ri2,; id Cam) etp.ael tastTh) • 0: Dar r °tar 7 3 basJiuS'n st,pperts • for vso in dry comics co€ndittans (matt €t.^. ntrtl,4:;Iur -), A ri ?arz G1'ormallen and t ;nz rso ctu t in t.1 `fit ttM i rc!an pc t Cra't° p.tr tst:rxt by inn C o)10tz;r: Wa Council. S -GRN 1 D FIR -L(N) k t UL s -onn. 10 No 3 II�iR S -DRY 00 DFIR -I-(N) No 1 S- DRY D FIR -L(N) NLGA RULE &,ERA 00 D FIR -L(N) S-DRY STAND o t NLGA RtnE i N l S -GRN 0 0 D FIR -L(N) 53l!!-tca :!a Sic ;t, Su: o 1559, On ra, C.'.ri:43 f(1 P 6LS Tel.: 1313) 235-7221 Fax: (613) 235.6911 • • 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 (see facsimiles 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 between supports for use in dry service conditions (most covered structures). Additional information and spans are given in the "Canadian Dimension Lumbar Data Book" published by the Canadian Wood Council. LMA 1 S -GRN 1 091 HEM FIR (N) IEEE'R S -DRY 0 0 HEM FIR (N) 0 0 g ph NLGA RULE No S -GRN 00 HEM FIR (N) 100 HEM FIR (H) S -G11ti. N Q. 3 No 1 S- DRY HEM FIR (N) NLGA RULE 55 Metcalfe Street, Suite 1550, Ottawa, Canada K1 P 6L5 Tel.: (613) 235 -7221 Fax: (613) 235 -9911 Canadian Con & Wood canadten C ouncil du bois Spruce -Pine -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 the U.S. bearing a grade stamp showing agency logo, mill 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 ratters, 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 are given in the "Canadian Dimension Lumber Data Book" published by the Canadian Wood Council. A.F.P.K." 00 S -P -F S -DRY STAND 1 S -DRY 1 L ; ,1 S-P--F (rW 00 S -P -F S -DRY CONST IL, NLGA RULE v � No S-GRN 0 0 S -P -F c ® S.P.F. 000 S -GRN S P-- F S -DRY 100 Na.1 L7 54 L No 1 SUN B AILL 205 O.L.M.A.` 01 -1 CONST. S -DRY SPRUCE - PINE - FIR 7 �li IR S -DRY 1 00 S -P -F O No 1 fra S -DRY O \•US- S -P -F NLGA RULE On 100 SPRUCE PINE FIR NO.1 S -DRY 55 Metcalfe Street, Suite 1550, Ottawa, Canada K1 P 6L5 Tel.: (613) 235 -7221 Fax: (613) 235-9911 Sobs SItacturni No.1 NoNo.3 2050 1450 1300 750 -T 100 100 000 665 566 � 1800 1450 1650 950 1.6 1.5 1.2 9 Stud 775 490 80 565 950 12 8/93 15:04 x!'3055567 I 4 11■■••■W l - - TABLE 3 — PEc NQ — 2" to 4" THICK, 2" AND WIDER (For f a4wrtsu MC only_ Bee footnote 4.) Grade Kiln Dried or S-Dty, MC15, MC19 APPLIES TO 2' TO 4" THICK Select Deal � Dense SelectWeddng Consnerefal Dense Commeitial Over 19% APPLIES TO 2412 TO 4" 771Tck NESSES D e n a Standard Decking Dense bts ! l7ed�9 name C� TABLE 6 — SOUTHERN PINE 1 i to Pine and Pond Pine) Q7A LIGHT FRA1 NG, STRURALJOI.STSAND PLANKS —r TO 4" THICK (Each width hea *separate** of deaf • -1 Grade 1 t �► 7rD 4' m1cK•- s" -6"W ONLY BepdSefuni 1850 1100 No 1800 750 Ka 2 1160 675 Na. S 675 400 Stud 678 400 KIIn OtMed or S-Dry, MC 16 • APPLIES To R DIC -2"- 4" WIDE WILY Extreme e� "Fb 2000 1400 1650 1400 1650 1150 1350 1150 1350 • ALJOMA LUMBER 90 90 90 90 Comprataou P to Grain r "F _L" 565 555 66+0 440 376 440 375 440 • , 4 1 GALz.,f D )- It et) -3 o 9 4/3- 4 0 1 9?? 565 565 565 565 565 Modules of Beatiorly (milRii pail G 1.8 1.6 1,6 1.6 1.6 1.6 1.4 1A 1.4 1700 .155o 1,50 875 1.6 1.5 1.4 12 12 Moduli= of ElastIdfy, (minion' Pad /18/93 • 15:05 $3055567883 ALJCMA LUMBER TABLE e - MED aouTN RN PWE-(V tram and Pond PMs) �� ate'•,,s1Ruc ;OUSTS AND PL -r TOtelt1X Orals Kan Dried ac gory, MC 16, Aprils z -rnilax -ems winE ONLY to Selma *.,av xal Nat No. a No. 3 APPLIES 1102"- CTIOCK- t 0' WIDE GNLYft) 1760 1200 1050 625 sew Stnim et 1503 No_ 1 1050 No_2 625 No.3 525 SeleczSkueli No�.1 No. 2 No.3 PPLia -4 -- 7r W1 p) Grade 1400 • 875 Kan Dried orSay, MC MC 19 earo meal* NM.* APPLIES 7O2"•- 4' THICK - WIDE ONLY 1000 >00 375 675 • 553 326 575 so oo 90 so TA91 7 - MIXED SOUTHERN P1NE(V(bgltda Inns and Pad Moe) LIMIT=' FRAMING -..2" TO 4' THICK Ex trema • Tension H01/20114a Fiber in Parallel Sheer Bend b Grain ,p d. "Ft" "F: Coaqueselorr a " Fai • 565 565 565 56s sss ssa 565 565 565 ComprewsiOtt Perpendicular to Cry "Pc 1" Corepresslao Priallel to Grain 1600 1450 1450 850 el h 1.6 is 1.4 1.2 10 1� 1650 1400 1.5 12 1.6 1.s 1.4 12 Compression Moduli,* Parallel to of Eloalle1W Grain (million Ps4 1000 II 2 2. 565 1700 12 -- Standard 950 666 1450 12 Wry 275 565 950 1.1 /18/93 • 15:05 $3055567883 ALJCMA LUMBER TABLE e - MED aouTN RN PWE-(V tram and Pond PMs) �� ate'•,,s1Ruc ;OUSTS AND PL -r TOtelt1X Orals Kan Dried ac gory, MC 16, Aprils z -rnilax -ems winE ONLY to Selma *.,av xal Nat No. a No. 3 APPLIES 1102"- CTIOCK- t 0' WIDE GNLYft) 1760 1200 1050 625 sew Stnim et 1503 No_ 1 1050 No_2 625 No.3 525 SeleczSkueli No�.1 No. 2 No.3 PPLia -4 -- 7r W1 p) Grade 1400 • 875 Kan Dried orSay, MC MC 19 earo meal* NM.* APPLIES 7O2"•- 4' THICK - WIDE ONLY 1000 >00 375 675 • 553 326 575 so oo 90 so TA91 7 - MIXED SOUTHERN P1NE(V(bgltda Inns and Pad Moe) LIMIT=' FRAMING -..2" TO 4' THICK Ex trema • Tension H01/20114a Fiber in Parallel Sheer Bend b Grain ,p d. "Ft" "F: Coaqueselorr a " Fai • 565 565 565 56s sss ssa 565 565 565 ComprewsiOtt Perpendicular to Cry "Pc 1" Corepresslao Priallel to Grain 1600 1450 1450 850 el h 1.6 is 1.4 1.2 10 1� 1650 1400 1.5 12 1.6 1.s 1.4 12 Compression Moduli,* Parallel to of Eloalle1W Grain (million Ps4 ;9.2" TO 4" THICK 2050 1000 1655 1650 1 1450 076 • "TO4 " THICK Modulus al Elasticity (mil/Pon NO i. T.0 1.8 1.7 1.8 t,7 1,6 1.7 1,6 1,4 1.4 Compression Modulus Parallel to al Erastlart Grain ( IDIon psl '. psi' .. • 1,1∎"(. il: 2" X 6" 16' 5 pi II II ► 1! 111 II IijI II II II III I� I! o y r]214 00014 9 2"X4 16' 0 21 00005 IN - 2x8 #2PT16 1NhR!��x�dioNN I: 0 00 4 033502 ee��tl•f' I•� t' 011111 1ioaa eoas) 111111 H/F GRN 21S7R 2X8 16 S4S /SZD H/F GRN 2 &BTR 2X10 16 S4S /SZD • ,.• „ THE PLANS FOR 7K5 ?7" 2/ HAVE BEEN TAKEN TO BE PHOTOSTATICALLY COPIED AT THE REQUEST OF THE OWNER OF SAID PROPERTY & WILL BE RETURNED WITHIN 3 (THREE) DAYS. WA-EA - 6alt it & Gees- - COMPANY DRIVER 76 -8130 TELEPHONE DAT