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TAD LEGAL LOT /3 EAST 12, 5 'LOT /' BL K4 EARLTON SHORES /Ai / 3»/ RE3 f�A. 1. /' / /NC /KWON • JALOUSIE 600 /71 T B. rROX'UZE ry?E 4'5 # /1 f I_.LI�t BED RODI I# 3 305_ GI/' Tiros ,5 R77 AOx( 177P if/ TC1 2DOCFRI ,.r 5C,ILE - 177',__ -iA x S R/4 Doer .,........+MW,•M°F6O/t YYYf•sJwW".4,•."'M.'Wv+Yw. iMfr'V.Y"iw 0.•∎• +7••'a++i••■■.••••••••■• 30X301 -OOY4A ^ a N PE R C. t►v �, ^FufNNa4v1YR ;Wing. ©resEr Ad v 0 S u5 1 p AAvu „5tloweR C F IYTMRL IW >OFJNG ' S JPPI Y GENFRAL-GLEC TR /C AIR CQNO /T /4NJN Jo I3 I= On W L./ IA/' CLNjiR / 70 . NE 7/ sr71/4/1/ s1/0/? 1,5 £Qu9PM ', W4 r H E'EN_ 4 -4 � T`Aw,5C 04 a Y�R 3 #(o• GALV NAit. L pr 2 "x".ViY.P. W000 LEDGER 2" X f0' 4I Vi 0.0. YELLOW PINE No 2 w00D JOISTS USA -UH2fo WITH `d' -t od NAILS TO LEDGER AND 3 -1‘d NAILS TO JOIST cam.. 0O-o Uo 1 5/8" x 6" EXP. BOLTS 0 12" O.C. CONNECTION JOIST TO LEDGER NTS. - 3 4 >c& ° art 2- 2."s (:)" YELLOW PINE 14 1 AL G t_ USP WITH $ -10 NAILS TO BEAM A 5 -1Od NAILS TO JOIST 2 "x (o "®Z4 -'O.C. YELLOW PINE No 2 PT *Y4 WOOD JOISTS 2 WOOD BEAM, CONNECTION WOOD JOIST TO BEAM NTS. 4" x `!" WOOD BEAM YELLOW PINE No 2 RT. SY • 40 CCA � SP KECC46 WITH (4) 5/8 BOLTS 4" x 4* POST COLUMN YELLOW PINE No 2 HEAVY COLUMN CAPS—KECC USP NTS. TYPICAL DECK SECTION 2 X 6' P.T. #2 YELLOW PINE NAILED TO EACH FLOOR BEAMS W/ 3 #10 GALV. NAILS • . SEE DETAIL D5- P1 • t • ' • • t, a • • • • •• t. • •• • • - • • • L 19/32' T1-11 4IN OC PREMIUM YP PLYWOOD 7X2' METAL DRIP NAILED OC W/ 3/4' ROOFING NAILS 18'X 2' CONCRETE FOUNDATION 4 EXISTENT GAF CONVENTIONAL BUILT -UP ROOF SYSTEM FOR WOOD DECK INSTALL 1 LAYER 75# GAF GLASS ASPHALT IMPREGNATED AND COATED GLASS MAT BASE SHEET. INSTA'.L 2 LAYER OF FIVER GLASS HOT h.OP TO ANCHOR SHEET. INSTPJ.L 1 LAYER OF CAP SHEET HOT MOPPED TO FIVER GLASS FOR MORE DETAIL SEE ACCEEPTANCE No. 00- 0331.15 EXPIRFS 11 /04/03 . TYPICAL SEd1LION TX 6' CONT YELLOW PINE #2 PRESSURE TREATED SEE DETAIL 02-01 :5 4' 0 ,t Qg.. \r CONN. JOIST TO BEAM 2, - 2'X 6' CONT YELLOW PINE #2 PRESSURE TREATED W/ 5/8 6' • EXPANSION BOLTS © EVERY 18' 0.C. IS OA' N3/u e i A16) 2' X 6' DECK FLOOR EXISTENT • • . ' • • L r -r 114' X 5' GALV SCREW & 4 #20 NAILS q-,r4 VeUow Ping kl: Z PT. SAI t Au Cla1Ai L LD 2' X 2' 28GA METAL FLASHING EXISTING HOUSE WALL AND REAM SCALE 3/4 " =l' • FLOOR DECK EXISTING EAST ELEVATION SEE OETAh11)3P1 GdiERA14 . TO 5' MAX SLABS ON GRADE TO BE 2500 PSF. COORDINATE STRUCTURAL DRAWINGS MTH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS, VERIFY ALL DIMENSIONS. LOCATE DEPRESSED SLABS SLOPES DRAINS: OUTLETS. RECESSES BOLT SETTING SLEEVES. INSERTS, ETC. ALL STRUCTURAL OPENINGS MOUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED Y>A TH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED ANY DISCREPANCIES NOTIFY ARCHITECT OR ENGINEER, SHAD. COMPLY WITH THE LATEST REQUIREMENTS AND ALL LOCAL CODES GOVERNING ME INSTALLATION: SEE PLANS FOR ADDITIONAL NOTES. SOIL STATEMENT (BEARING PRESSURE): n14 �,., l FOOTING SIZES AND REINFORCEMENT HAYS BEEN DESIGNED FOR AN ALLOWABLE SOU, 1 40 BEARING PRESSURE OF 2000 PSF A LETTER WILL BE SUBMITTED AFTER GROUND HAS BEEN BROKEN ATTESTING THAT SITE HAS BEEN OBSERVED AND CONDITION ARE SIMILAR TO THE PRESUMED SOIL BEARING PRESSURE ABOVE AU. FOOTINGS SHAD. BE CARRIED TO UNDISTURBED MEDIUM SAND OR ROCK. AND TO AL LEAST THE DEPTH SHOWN ON THE DRAWINGS AFTER A VISUAL SPECTION OF THE SI Tlil? E�9STW0 SOIL C OITIONS S D AND / ROCK FRAGMENTS) WAS ASSUMED TO PROVIDE THE MINIMUM SOIL BEARING PRESSURE AS INDICATED ABO DESIGN UVE LOAD -30 PSF; ANO DEAD LOAD 27 PSF PLYyI(Q00 SHEATHING SHALL BE OF 5/8 MIN. THICKNESS AND SHALL BE NAILED TO SUPPORTS WITH 80 COMMON NAILS AND FOR Y" ETC. NAILS SPACING SHAD. BE 4 C/C AT PANEL EDGES AND 0 INTERMEDIATE SUPPORT, BASED ON SUPPORT SPACING OF 24' C /C. NAIL SPACING SHALL BE 4' C/C AT GABLE ENDS. PERMANENT BRACING TO BE 2' X 4' WD. MEMBERS NAILED To THE UPPER SIDE OF THE LOWER CHORD AT PANEL SPACED 0 10' --0' C/C AT Woo0 JOISTS. SLABS ON MU FLU. AND BACK FILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AT OPTIMUM CONCRETE NOTE: MOISTURE AS DETERMINED BY THE STANDARD PROCTOR TEST. COMP ACTION LAYERS NOT TO EXCEED 8' SLABS ON FILL TO BE PLACED A CHECKERBOARD PATTERN WITH POURS ALL CONCRETE TO ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. JUTTED TO 600 S.F. OR 25 FT. IN ANY DIRECTION. WIT 24 HRS. BETWEEN POURS. AGGREGATES TO BE CLEAN AND WELL GRADED. MAXIMUM SIZE 1' CONCRETE SLUMP 3" MIN. ALL WOOD: AL Woo() W CONTACT WITH MASONRY SHALL 3E TREATED 0 0 n f II ti I t I GENERAL & STRUCTURAL NOTES R - 370.5 LOS u- 491.39 IBS R-427.6 LBS U-566.99 LBS SEE DETAIL D1 -P1 1 CONCRETE COVER AS FOLLOWS: BOTTOI4 TOP SIDES BEAMS. BEAM/FOOTING. 3' 2" 21 BE t AMS................... M ......... ........ - ., ............. 1 • 1 x , n ' " 1 COLUMNS.. .... _ - 1 r SLABS.. 1 1" 1" REINFORCING STEEL TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A - 3o5 AND CONFORMING TO AST A -815, GRADE 60. LAP CONTINUOUS BAR 30 DIAMETERS, HOOK DISCONTINuOUS MD OF ALL TOP BARS SEE DETAIL 02 -Pf SEE DETAIL D3-P1 11 WIND LOAD = 45 P.S.il. OPEN SPACE 1.7 X WIND L = 76.5 P.SF. OPEN LIVE LOAD = 30 P.SF DEAD LOAD = 27 P.S.F. SEE DETAIL 02 -P1 LOADS S,,E DETAIL D5-P1 •••••• ROOT= FRAME SITE PLAN SCALE 1/4 " =1' REVISIONS: ....00444 0 0 0 U op W CY 0 (1) (n 0) 0) N 0) N W � Z O to N a DRAWN A.C. SCALE AS SHOWN JOB: s SITE PLAN SECTIONS PAGE 1 OF 1 Pre/ rAt.iluisttil(ArlosfA tnYN SUIiSEY'oa3 A1. fry -; /. 1 •'_.f . OiteiltY Legend: -- Centerline Res — Residence Fd — Found Conc - Concrete Clr — Clear 11/W - 13 of .way Cif — Ghain link fence Ms — Me3suiL,i Enct Encroachment SOuTit MIAMI GRAPHIX e . i • t i J) � g'i_ • i Note: Lands shown hereon were nQt abstracted for easements and /diright of• waysofrecord. Legal description provied by client. 4 f' /P" /O r) i t aid t * - rd e04 eta Elevationx based oil Gat# #t Iqfr = f G arirrgs it shown are based Elev. -0,-;.0 ir. t ,*`1P AC /A. LEGAL DESCRIPTION: Lot 13, a,n1 tEit East 12.5 feet of Lot 14, Block 4, EARLETON SHORES, according to the plat thereof as recorded in Plat Book 43, Page 80, of the Public Records of Dade County, Florida. SURVEY POR; GETTI , Steven H. and Leslie Jarvis 1270 NS 91 Street, Miami Shores, FL 33138 CERTIFIED TO: Steven H. Gettis and Leslie Jarvis Cetti3, his wife Attorneys' Litle insurance Fund, Inc. James H. Schiff, P. A. Home Savings of America, FSB, its successors and /or assigns . c A C , ,t_J BOUNDARY SURVEY 1 Him tin Caddy That the.ttachtd Surveil *OS mad* under m, geaponsibit cha +pe and sub.tantialt, masts tAe minimum tec &rt standard$ at set Forts by the FL41410A $04kR4 o$ LAN° s avi c s is Ghapt. ttGtt - a FSarids 'n' jQwe Coda ursw,nt !e Sec God 4120 . a S / . }a OAAY B. CASTEL f e istered tend Surveyor t40. 4129 State of Florida ler GARY 8. CASTEL SURVEYING, INC. LAND SURVEYORS 12018 S.W. 132nd COURT, MIAMI, FLCRIOA 33180 (305) 253.9120 (303)253.9181 FLOOD ZONE: i OATE: 3 -/; '