Loading...
1234 NE 96 St (5)Date Tim Type Insp'n — Permit No. Name Address /023 Compan Phone # For Inspector: d—� Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Re- Insp'n Fee ❑ t41 tttltl \111\ tttittuu� WARM; 0 CONSI/Aftio Good Housekeeping tPt for. HOMEOWNERS * BEST INVESTMENT... The premier shingle in the Timberline Series, Timberline Ultra° Shingles are 33% *vier and thickerl* • DRAMATIC APPEARANCE... Designed for the most discerning property owners, Timberline Ultra shingles are 4cclaimed for their striking and richly textured look. • SAFER... Class A fire and wind ratings from UL—.- the highest ratings possible. * HIGH PERFORMANCE.'.. Super heavyweight design and extra strong Micro Weave°Core make it the longest lasting shingle in the Timberline° Series. • STAYS IN PLACE... Dura Grip® adhesive seals each shingle ti htly and reduces the risk of shingle b ow-off. Shingles confidently warranted to withstand winds up to 80 mph!** • PEACE OF MIND... 40-year ltd. transferable warranty with Smart Choice° Protection for the first five years (non-prorated material and installation labor coverage)!** PERFECT FINISHING TOUCH... Use distinctive TIMBERTEX° Ridge Cap Shingles (in the West use PacificRIDGEllor Timberline® Ridge Cap Shingles and in the Southeast use Universal Ridge Cap Shingles). for PROFESSIONALS • MORE REFERRALS... People will know that you're installin Amenca's #1-selling laminated shing eSI • LESS CHANCE OF CALL BACKS..., Durable, wind-resistant shingles carry an 80 mph ltd wind warranty!** • V ers u s s d 1 . - Va b r? I ;n n t!/ 41 f 2 s o compete e coverage and res rictiont • • SMARTCHOMPUILWARRANT r.11 r'sts=•. t .srser t t for HOMEOWNERS • POPULAR CHOICE...Original Timberline° Shingles are 17% heavier and thicker*, promoting longer life and extended durability. • FANTASTIC APPEARANCE...Featuring the distinctive Shadow Accenreffect, resulting in a classic wood shake appearance. • SAFER...Class A fire and wind ratings from Underwriters Laboratories —the highest ratings possible. • HIGH PERFORMANCE...Heavyweight design and strong Micro WeaveCore make it a popular choice in the Timberline® Series— America's most popular architectural shingles! • STAYS IN PLACE...Dura Grip® adhesive seals each shingle tightly and reduces the risk of shingle blow-off. Shingles confidently warranted to withstand winds up to 70 mph!** • PEACE OF MIND-20-year ltd. transferable warranty with Smart Choice°Protection for the first five years (non-prorated material and installation labor coverage • PERFECT FINISHING TOUCH...Use distinctive TIMBERTEX Ridge Cap shingles (in the West use PacificRIDGE" or Timberline Ridge Cap Shingles and in the Southeast use Universal Ridge Cap Shingles). for PROFESSIONALS • MORE REFERRALS...People will know that you're installing America's #1-selling laminated shingles! • LESS CHANCE OF CALL-BACKS—Durable, wind resistant shingle offers superior (70 mph) ltd. wind warranty!* * Versus Timberline® 25 shingles **See ltd. warranty for complete coverage and restrictions Good Housekeeping t Promises ek CEMENT OR REFUND 00. alua morse"'"" 4.2470,4 - 1.3 Elect vd:yN,;?Origin.# WptheredWoOd Bleq: � { HQINN Thith r f 25. 'shallow nln l e ; r 0ofil8I pd • a ch te p rg p�cud to reproduce the'color clarity and actual cO!or b lend s of etin these your i co please a io see cts. !8 Before meg l sk seve ral 111 size" ing,i) .r 30, WARM; TO CONSUMEgf Good Ho ` usekeep acfarEPoomisesoceoo for HOMEOWNERS • ATTRACTIVE APPEARANCE... Features the distinctive Shadow Accent`" effect. • GREAT,VALUE...Architecturally stylish but practically priced. • PEACE OF MIND...25 - year ltd. transferable warranty with Smart Choice® Protection for the first five years (non - prorated material and installation labor coverage).* • PERFECT FINISHING TOUCH...Distinctive TIMBER - TEX Ridge Cap shingles lend the perfect finishing touch (in the West use PacifIcRIDGE" or Timberline® Ridge Cap Shingles and in the Southeast use Universal Ridge Cap Shingles). for PROFESSIONALS • More Referrals...People will know you're installing America's #1- selling laminated shingles! 'See ltd. warranty for complete coverage and restrictions TIMBERLINE® SERIES SPECIFICATIONS: • 13 /4 x 39 Metric . 12" x 36' English Timberline® Ultra® • 40 -Year Ltd. Warranty • 5 Year Smart Choices Protection • 80 mph Ltd, Wind Warranty • Fiberglass Asphalt Shingle • Algae- Eater' Protection available in certain areas (check your sample board for details) • Class A rating from UL • Passes UL 997 Wnd Test • CSA Al23.5 -M90 and CSA Al23.5 -98 • ASTM D3018 Type 1 • ASTM D3161 Type 1 • ASTM D3462* • Dade County Approved (Tampa only) • Wisconsin Administrative Code • Approx 64 Pieces/Sq. (Metric) • Approx. 80 Pieces/Sq. (English) • 4 Bundles/Square • Approx 256 Nails/Sq. (Metric) • Approx. 320 Nails/Sq. (English) • 5S /8" Exposure (Metric) • 5" Exposure (English) COLOR AVAILABILITY: Birchwood Blend T40 - Fo, Ta, Mo* T30 - Fo, Ta, Mo* T25 - Fo, Ta, Mo* Copper Canyon T25 • Fo (Copper Canyon features Color Tones" look) Midnight Green Blend T40 • All plants (Special Order Ta) T30 - All plants except Fo T25 - AII plants Da Dallas Er Erie Fo Fontana Go Goldsboro Pewter Gray Blend T40 • All plants except Fo, Ta T30 •AII plants except Fo, Ta T25 •AII plants except Fo, Ta Plant Location Abbreviations 1 1e Michigan City 11v _M1/el-non Mn Minneapolis Sa Savannah 110 Mobile Ta Tampa Original Timberline® • 30 -Year Ltd. Warranty • 5 Year Smart Choices Protection • 70 mph Ltd. Wind Warranty • Fiberglass Asphalt Shingle • Algae- Eater" Protection available in certain areas (check your sample board for details) • Class A rating from UL • Passes UL 997 Wind Test • CSA Al23.5 -M90 and CSA Al23.5 -98 • ASTM D3018 Type 1 • ASTM D3161 Type 1 • ASTM D3462* (Available from select plants as required by local code) • Dade County Approved (Tampa only) • Wisconsin Administrative Code • Approx. 64 Pieces/Square (Metric) • Approx. 80 Pieces/Square (English) • 4 Bundles/Square • Approx. 256 Nails/Square (Metric) • Approx. 320 Nails Square (English) • 5'/8" Exposure (Metric) • 5" Exposure (English) *This product is manufactured to meet or exceed ASTM D3462; values from subsequent testing may vary depending on storage condilons. Burnt Sienna Blend T40 • All Plants T30 • All Plants T25 • All Plants Driftwood Blend T40 - Ta, Mo* T30 • Ta, Mo* T25 • Ta, Mo* Slate Blend T40 • All Plants T30 • All Plants T25 • All Plants 13 "x 39' /a" Metric . 12 "x 36" English Fox Hollow Gray Blend 140• Er, MC, Mn,Mv T30 • Er, Me, Mn, My T25 • Er, Mc, Mn, My Mission Brown Blend 40 • All plants except Go, Mo, Sa, Ta T30 • All plants except Go, Mo, Sa, Ta T25 - AO plants except Go, Mo, Sa, Ta Sunset Brick Blend T25 - Ta T30 - Ta It is difficult to reproduce the color clarity and actual color blends of these products. Before selecting your color, please ask to see several full -size shingles. 137, 397 Metric ** • 12' x 36 'h•" English Timberline® 25 • 25 -Year Ltd. Warranty • 5 Year Smart Choices Protection • 60 mph Ltd. Wind Warranty • Fiberglass Asphalt Shingle • Algae-Eater Protection available in certain areas (check your sample board for details) • Class A rating from UL • Passes UL 997 Wind Test • CSA Al23.5 -M90 and CSA Al23.5 -98 •ASTM D3018 Type 1 • ASTM D3161 Type 1 • ASTM D3462* (Available from select plants as required by local code) • Wisconsin Administrative Code • Approx. 66 Pieces /Sq. (Metric) • Approx. 78 Pieces /Sq. (English) •3 Bundles /Square • Approx. 264 Nails/Sq. (Metric) • Approx. 312 Nails /Sq. (English) • 5 5 /a" Exposure (Metric) • 5" Exposure (English) **Shin size, number cr shingles per square, and nails per square on metric - mberine 25 shingles will be changing during 2001. Please consult your regional sales office for details. Cedar Blend T40 • All Plants T30 • All Plants T25 • All Plants Charcoal Blend T40 - All Plants (Special Order Ta) T30 • All Plants (Special Order Ta) T25 -AII Plants Heather Blend T40 All plants except Fo, Ta T30 All plants except Fo, Ta T25 - All plants except Fo, Ta Oyster Gray B T3 lend • Go T25•Go *For Florida market only Weathered Wood Blend T40 - All Plants T30 - All Plants T25 - All Plants Color availability subject to change The Weather Swer® 5- PaiiRoofing System WARRANTY TO CONS \Mk "" Good Housekeeping ,Eprq - o': The Weather Stopper' 5 -Pan Roofing System has earthed the prestigious Good Housekeeping Seal, which means that Good Housekeeping stands behind the products in this system. (Refer to Good Housekeeping Magazine for its consumer protection p3licy.) Proudly Made in the U.S.A. Leak Barrier Weather Watch® and StormGuard ®are the ultimate Leak Barriers! They provide extra protection at vulnerable areas like eaves, rakes, valleys, chimneys, and skylights. Roof Deck Protection Shingle -Mate® Roof Deck Protection lays flatter for a better - looking roof. (In the West, premium Leatherback® Roof Deck Protection is a great alternative.) Quality Shingles Including Timberline the #1- selling architectural shingles in America —your safest choice in roofing. From the name homeowners have trusted since 1886! Effective Attic Ventilation Cobra' (coil or hard plastic) and Master Flow" Ventilation Products help protect against premature roof deterioration (when used in a properly balanced ventilation system). j®® Quality You Can Trust Since 1886...from North America's Largest Roofing Manufacturer 0 2001 GAF Materials Corporation 01/01 • 1361 Alps Road • Wayne, NJ 0747'0 • Warranty Service 800.458.1860 • International Sales 800.555.1852 • www.gaf.com EASTERN SALES OFFICE. CENTRAL SALES OFFICE. SOLTHE.\ST SALES OFFICE. SOCTI EST SALES OFFICE. VG'ESTERV' SALES OFFICE. 32 009t 815. "2. 9'01 813248.6202 215.63'.1060 909 360 4200 Distinctive Ridge Cap Shingles TIMBERTEXT or PacificRIDGE" Ridge Cap Shingles enhance the appearance of your home while guarding against leaks at the ridge line. GAF MATERIALS REST'W°A CORPORATION 3 1 .'LEGAL DESCRIPTION: SURVEY FOR: ALLEN, Charles N. and Susan D. 1234 NE 96 Street, Miami Shores, PL t Lots 12, 13 and the East 20.0 �-. Jfeet.of Lot 14, Block 84, MIAMI SiimRE ECTIOt K4 j» according to the plat thereof as recorded In Plat 10, Page 37, of the Public Records of Dade County, P1*r►i Certified to Barnett Bank of South Florida, NA, CCmM@t+ wealth Land Title Insurance Company and Charles ![._ = '��, v i Susan D. Allen . Not eu v owe s i s4 Bearings if shown are based to . kande shown hereon were not abstracted oh meridian and "dents and /or right-of-ways of record. rtitiot neoord. - Elevations based on D,v $.34 NOV tratum. 6ev. d . J'♦ • • i 1 ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN, 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL REINF. STEEL TO CONFORM TO A.S•T.M, 615 GRADE 60. 3, ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. ET T€R 1 TrfAZM« Vf1I nee3l £5004 Flitmfl # YMMI > BUI 19I =:tODt, NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS DR ROCK. WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY DF 2000 PSF, ANY ORGANICS, MARLS, OR OTHER TYPES OF DELITEROUS MATERIAL ENCDU4VTERED ON EXCAVATION SHALL BE REMOVED ( DEMUCKED) IN THEIR ENTIRETY, AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOILS AND COMPACTED IN 12' THICK LAYERS. WHERE THE CONTRACTOR CAN NUT REMOVE THE ORGANICS, DUE TO WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED FOR PILINGS, 6. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHOD AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON- SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES, 7. THE DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS, PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTR, SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES, IF NECESSARY POOL CONTRACTOR AND /OR OWNER SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO CONSRUTION. 8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FRGM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 9. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST U.S. GOVERMENT SAFTEY STANDARDS, 10. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAX. WATER TEMP, = 102 DEGREES F. iPRESSURE GAUGE AND — AIR ELIEF VALVE R I w0 rdFLV:9 SKIMMER.s 11 geNTI VORTEX MAIN DRAIN PIPING IMPORTANT NOTE' NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0' DEPTH AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. r. 117 MAXIMUM SLOPE WATER LINE - IN SHALLOW END S TO SERVICE 1 PANEL- WP GFI 10' TO 20' FROM WATER w • 48' MIN. l J~ `1 L m 8' r - _ JUN& 7 A. � MIN. � lar— L — . 8@X \POOL ?.0 DECK 1 10a r1VAlr:' E It'i}3T -'J/ L VAT1gR UT -OEF DEVIC£ L ❑NGI FUDINAL POOL SECTION N.T.S. o 0 P r rf FILTER • TC r . /�! t 4r nr -vet SCHEMA VIC N ,r,s, MAIN IC DRAIN SPST TOGGLE SWITCH 1' NON - CORROSIVE COND. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTCR, ECT, W/ #8 WIRE r CT, AL DI GENERAL NC]TES \ 3,4 air Yvvl vG 4nhf/ y %tti)G PUMP W/ HAIR & LINT STRAINER � WP MANUAL STARTER SWITCH 1$ftERARS \ 3- 12 IN 1/2 COND.:\ NOTE' 7 WGP PUMP MOTORS ALL ELECTRICAL SHALL CONFORM W! ART, 680 N.E.C. 11. MIN 4' FENCE WITH SELF - LOCKING GATES REQ, AROUND ALL UNSREENED POOLS. 12. WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPOR- TING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED, CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA- WALL TIEBACKS SHALL NOT BE CUT, NOTIFY THE ENGINEER FOR INSTRUCTIONS, WHEN CONC, DEADMEN FALL WITHIN THE EXCAVATION, 13. THE CONTRA TOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DIS- TURBED. BACKFILL SALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ANY ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% DF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY, SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER, 14, WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON HTE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 15. WARNINGS TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON THE HYDRO- STATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD, THE OWNER MUST CONSULT A POOL CONTRACTOR CR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 16. THIS PLAN REMAINS THE PROPERTY OF THE DES- IGN ENGINEER IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER, 2 - #3 CONT, COPING TILE _WATER LINE 1 - -- 6' MIN VERTICAL 2' -3' SHALLOW END 3' -0' DEEP END APPROVED N FINISH N 6' MIN, HYDROSTATIC VALVE 1 1/2' WELL POINT THREADED PVC PIPE SIZE & DEPTH CAPACITY PERIMETER PUMP FILTER TILE TYPE OF PATIO EXIT RAILINGS COPING RN:; "E R #3 AT !.' u.C. E.W. B01 T. CENTERED ' CONC DECK W/ SLIP R. ISTANT TOOPPING (W . X 6- W1.4 X W1,4 W` ON C PACTED FILL WIT ALL OR►'NIC MATERIAL REMOVED SEE GENE AL NOTES) \� SLOP r »-. _x • _ x_.- WELL PC]INT DETAIL /5k. 5, a 4 Jey x' 6 4 X8' CONC. FTG / 1 #5 CONT, - 2' COVER (CENTER) 4' TUP 8. 6' BOTTOM - 'd/ #3 At /O• C.C. EACH `JAY. STEEL TEX FORM, KRAF TBIIARD OR EQUIV, TYPICAL WALL SECTION N.T.S. ( FOR DEPTHS TO 6' - O' ) ,e4/21_ J r ' 12 HD RS . MAXIMUM ANTI - VORTEX GRATE TO BE FASTENED WITH SCREWS REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUMP LINE WHEN EMPTYING. 3/4' ROCK BED ( MIN, 3 YDS. ROCK TO STABILIZE SOIL) N.T.S. PEEL DATA & EQUIPMENT • / o74 F. 2 //r: x, v'f 2 // — ,SWIMOUT TJJIa 7/m50-Skim ELEVATION OF DECK IN RELATION TO HOUSE' • ' ia3 ..ZrrZ.:•t:a` %er.ov.••_,.rr,k. _ *.akr.w .k44 , •rsw T, ..w.w. /.?rP!; POOL OWNER N' r NOTE1 PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBHIT A REVISIaN TO THESE DRAWINGS SHO1dING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATION IF DIFFERENT FROM THESE DRAWINGS. 7 /FYG'✓ ; zv ,+7AY /5/ X • / 7 5 / O ALAS 1 k fir' THE LOCATION POINTS, DIMENSIONS, AND CONSTRUCTION ITEMS HAVE BEEN DISCUSSED WITH ME AND I APPROVE OF THEM AS INDICATED ON THE ENGINEERED PLANS. EVERYTHING DISCUSSED BY THE CONTRACTOR AND THE POOL OWNER IS SHOWN ON THE PLANS, AND THERE ARE NO VERBAL AGREEMENTS IT IS UNDERSTOOD THAT ANY CONDITIONS OR CHANGES WILL NECESSITATE AN EXTRA CHARGE. y ' INTERLOCKING BRICK PATIO Set IN SANG ON COHPACTEO PILL. PATIO DETAIL ��11 dvP/ L1 DATE N.1.3. V 2'X8' SPILLWAY OR WALL 2' BELOW BEAM 2' -- VFTER LEVEL ALL /N3 6'V e 6 ' 0/C EACH VAY OR V/ 2 MATS OF *3 a 12' 0/C EACH VAY. SEE TYPICAL VALL— SECTION FOR DETAILS SOIL S TA TEMEN ON SITE INSPECTION INDICATES SAND AND ROCK WITH A BEARING CAPACITY OF 2000 PSF, THE CONTRACTOR SHALL NOTIFY THIS ENGINEER IN WRITING, IF OTHER CONDITIONS ARE ENCOUNTERED. HYDRAULIC UPLIFT COMPUTA rIONS FLOOD CREST ELV, FUR AREA = 6,V TOP OF POOL ELV. =A7.15 BOTTOM OF POOL ELV. _ HYDRAULIC HEAD = 7s ALLOWANCE HYDROSTATIC VALVE = -2.0' NET HYDRAULIC HEAD USE MIN, 6' THICK CONCRETE FLOOR SLAB 12' 12' • DE TAIL OF STEPS 8' AUX. POOL DRAIN V/ ANTI- VORTEX GRATE SECURED V/ SCREWS. k 116iPIt M IILE AUX. POOL DETAIL 18' N.T.S. 1 1 LoT / /" , .4;Kt - t1 1 9 ef 'RO / 1E34 " M /,}M/ NO• // rl A /, 37 2' TO PUMP CONC. STEPS N.T.S. • 71(e,advet' 019% a+.>.r.:n r , 16 . A EKTA KAVASOGLU, R.E. STATE OF FLORIDA 441310 MSL MSL MSL x W Ce O O V 01 cv • U h. V C w LL (Y) i X Z5 U Q -U L • � 0 0- W t � O CO C: • O T.3 ° U to < O C L LO a.. o X "' O LA 4 77 L .4 .V% .7 II it ys7�/4f 1- 1 •�r"jf`.+.F.�4Cr.t F,- sv,'.1L ,y� „ s 3•.: L M _ ■ f . •/�1'.4 +...” X ,55 /n NG'.0 �' /ErFrXs /r rse�r ?rte L ;4 1 ',</' ✓+,+/P �i �-ti, r, L. ✓O Sp/Li-WA- 5 -- 4- r // �f -v s�sY�s r /G ���✓GrL tif/ / 4 -tl1 ‘k 'r114 sE,d \i7yr /c.4-2 1 amf ('r y ?/<:,4 L. !f 1 e J` � 5� r r'Cl %1.4 ■Ke 1 ' / , ca k , 0 •0- - r, T ( A r A YEKTA KAVASOGLU, P.E. 1 STATE OF FLORIDA #41310__ W 0 co co co O N 0 O n co "- U t O j 8 ‘0 .0• W e = O 8 Cc< U 45 3 u- � O • laa 10 0 to N 0 T 1 g 7 ' r ti) < gyring ;urve angency reverse curb tter block structure :ioning pod e )nt way power Sc light e ,d intersection 3f co mencement of beg i scale hment 3 electric line ne meter le anent reference monument ill floor elevation ition well ,aloe ' kalon r lisence business 4A4/2.0' (' 1Kog pl►'v S%D '2'I lt2411 �1 ,^ � ANUCY &ASSOCIATES URA sure ywo / dvM. Structwal h G+vkar"n'^ld fA91n•M . ... o•Gn /•nn• • Suits 2e3 �Y w • 464 „ • . STREET • N.E__ n .iO ltO� 2g �S - BUILT SURVEY PROJECT NAME: 'c--o 1 n j I KO N P I S o Ap 0.05' GVr • J Zon1ng Approved Zone: Community no. Panel no. Suffix: Mop Dote: Base Flood Elevation: All SU LLE N 4.2 201 6.1 85.6' 60' 19 r s a 5d 23 24 11 h, 0' ION 4 3 3 3, 3 3 4 60' 60' .• 6� •• ' 17 in l6 �c? 1 (\i .. ad 60' . • . • • . • :y 26 29 0 95th. N.E . STREET 50 100 SCALE • N.E LOCATION MA SCALE 4 1 ; I ls.. t} .t �t- 00;;' ':, oL as shown on Lands a f r ef n w cy r o f n reco On except f °r easements f.,iGµ� x _.._• �.css� . ,.NDII.,b and / 0 9 !IG ON record p t redo by this firm to facets x - F —J 5 j1 ,� �/� (r ({ � �. r }•K; i , . t- There was no ottemp walls. fences and building. __, Y. ti " 1 �� ; underground foot a of -�v � 2 g 2.- ....% , � - -_ i ;,„ � � D � . ` � , � .. ; Ate , , s 7 L " �w'..r, !eto: ept as shown, if onments onto the property. k f O S.- � • �'� tr .:.---- �` err if '" r,, �,� 4-. The north arrow a . Elevation shown ::: bored on National Geodetic ed value of iN 51. 00 Datum. 1929.K �l g-• along thesCenter line of t4' G:41 ,assum otong 7-- Bench Mark used: 12 34 N.E..9f3th, STREET. MIAMI, - F . .A , _ PROPERTY ADDRESS: . ........................, ... -... .................. LEGAL Di+SCR I PT ION LOT 12,13 a THE EAST 20FEENa3LOT 14,8LOCK84•SUBOIVISI N F MIAMI SHORES SECTION ACCOROIN TO THE PLAT THEREOF, AS RECORDED IN PLAT BOO 10 A OF THE PUgLiC RECORDS OF DAOC COUNTY, FLOAIOA. ' 96th. STREET 60' 6Cf 60' 75.6' 9'n 8"• 7N e Q a� o GRAPHIC SCALE 200 300 400 500 uL � 6 _Cod J 10 00 1" • 200' B1lf1'1 the ptofe6slonol opinion of the I HEREBY CERTIFY T1ik : o� in the Stone f undersigned Pr QUI S S RVEY meets the . Florida, the tollo the Minimum forthr b e the Ftod da B of. Profeeslo at'Surveyors and tort by Florida 'Administrative Code, Hoppers in Chapter 61G17, pursuant to •Section 472.027• Florida Stotutee. other Further, this certificote base on Further, serli Lions of fields measurements p at the time information available to the undersigned the services were rendered. Copies of this AS• -BUILT SURVEY ore invalid unless embossed with the sp ec l ific f the use ofdthose eentities that the embossed copies are fpr the ha a been certify to. days . ursuont to Chapter AS- emT SURVEY s copies ore only valid for 90 day date Sold BUILT 627.7842 f:1 da Statutes following pt e of field meosuremen MANUCY do ASSOCi BY ER REG. AND SURVEYOR 0.554 STATE OF FLORIDA DATE: 11- 21 -qco i "Kra O. . Q 1 •� 3S t � �k �, r ~ a r ' II :: � ,, R , r . ; -r r� F� x fro v, , � � � ,4 t . • .� v ' • , � � � , a^ � '� ` ,a to �i r. G 11 . i'� �. �. �{ 1 D W '� Fa :�� '�� �d ;i '1V R n ri i ? ().9 � �� Ee.'1 _A,. <.`� "t S+ r ' :a i� � r r. . v : , } ilk �l F'� ,f' '�'' r ` � C• I �` � if 4 �O 1 • � s g t ). ir. 0p$ . 1tit/I 4 ' R c_ !• /to .1i3 f / .% 8oPovr,2 0 .�. 11 1 01141 C O I N , 1` 1 E 1' �1�b_A. ��12�� , .i P.U! r .b r/ _ 11..r'f- ...,?IJrt iv :.:. -17 .SJD ra C4ct • s PLL) Lhs. I _) lie 13 t { i( } i - • . ) t t. r s ) 0 ,, 4 ' t t ect 00.49 31r11.4.0 • acken cle,,tat is ; 1 Ptstv totilite,. bcttkircikilact 171qqk ciretwibAc vo ca.cia 4 hAtt prtw i v1 , p.c.ttletki s tAckpee • eipptio.ncee. e l.k.lt4 h.: A.S ite.r. d.r9 e?' ; 4 t'do'caeiti ctv occi.d6 f Icor. \II krAllt ct v Go. (.1 a . cirwAnAei.toy cct,tzwne. bic oo 1:)1a4k4 <a C Mfg e• 1:1 IRON1HG aotiRD T [ 11 k[YlcU 21 Y. Gai • 1, 006' biabo 4.1•• a". 01.1wrovA ii‘vv.44te 404406+1/4",.•*-4 ' • 1.414itIts, vaunt bins, gLec.trtC11 0.11A 1.0,401 C,Ottgl? 1%#. likortsVitIsse. The Architect ana bultaele tutt. 0..1.10/1.,13 tions whe latowledge ot *Al bullatng regulattvst indisacealicirein. Al1 relaortaa ste4, patrOtig, vritios 8.64 roof itaitaAr ii ,..i to ‘644444s.4 big; lotty'ct''''' L 0 6,, cs r ,,...4,,„,,,. • • A • • a JAHN JLtIL fm to mo 'n • Y O A (t1 {Ow5 ?O 4 . c£r<ek . if ) oJ,/ ble. f rowt floor .J pc tt . FS fr1 1 n , ew po rvovv f Ixtu'ef_ jfeste Fluor ./,s.%oo ties p tot 4 t o e.w0l for cti c.1 t p %i, ip e r. fu11= Ienc window.. 0 H 9 211 3' ` 11 M AfT2. .8 OROUM f OUJil MALL this is 51) 119 wa.l l a try: ' -- wIYclow r9 ■ e. rlr . g. rte.. ' 1 re.vts wall; > i do LA.) t2 ° "' r X CH.I.7� 1v:i JAI 4 2 1 ti A.KD RUE 5 y A ate!• DoaR! kVIJD 21 NUV. GB .j c y . Iow vi4'. t. Ofcr,s wh l t d .watt ' yettoW 11 • Icindfrohrie J f ct're/ ' �(Ixltit F 1. 4r� +•.+cam +i .....1w -«r..n �"M' .r+..- ..e sue.."..- '�y -'.. ....��....�. ...�.:�<,...y., ..�.vw --r= ar. -.. �. l v^-w ec....... ° o+,+�e�ae-.wre.�i.w • -�- a .. V. F .+ cc-4 o.r zi PR, IFhi: f)-11 •r eli.1109 % la , set : {;(13 a• ll�itn�t, ptum&+.na, stectrical an* imeanL Watts Village. The Architect awl builder tie lrcnowAdlla 1 a o t all building regulations whditrtr yt • . � i#its ll1 indisated her :in. All r.infaoud rest fto C4 - .. �msstiffig+ Y >1���' electrical wiring .a 124 ettlleti before iaspettio;i• .^ w �y� wwr'. �.A+...."+�t�ie... it . s►..:+..+ �. w�•" fw�S.wir�^�rtwr++w�.a�...gW..f'7 4x5 c 5 =0" Ntc i CtiA11 LANK W/ A0,1 5- 04,6t-E: 5.,o. Ext t: NS100 , - ,? r .ovALY. .. p+lt t ° csur r estsnaei Sticrt ($, 4 6" C t o 5 ti t: U SSE. W { "A Ger,vi F. IQR$E 1tognEsktt 9 TEH ($ 0.. COu ?AV t r 1 x -�°-- tt - - f:.ftLP OFF Sot? A gott„ t'tACE ekt (MIN) of Ct_EAh0 ■AfHD tbe+L±5r pout t ott 4' w r c4 KA .'t e �- l• 5 -0 H, � �t� �N,t:t ;i vet4 E wN/ ANUgrAti6L' .5'o" axterijt JJ C. t. to rn►J t ; k.; Y . � t _ . , ..- ....�-. t 500 Gnt" M _____ SlrbT - 4 ..., -. ,.. TANK #. -, � �_ r: -. - -a - S orrtttt New 15o rp14. o c) ' D gAtm.' -rteL.t), � N Ch ow c . r-$. G•G) '40' ,x 36 Lori 1Z, t3 AND Toe zo peer 0 i LoT aLo'.K. a 4 NA Anm, ✓41 ✓EGT't oto t..to. '3 t.p.Y ( o to PAGE 3I Putat.cc'' ptacor.c / bA0C c.ov 'j. ow D K.. � v y ctt.•ieVJ '( t2 t a i , 9 e , ,/ - rRear Nti1. 0A0 % /N oKw✓f lei • (e. X DATE ;,o,P t.1 t... _ t1 !2 CLEMENT QUIGLEY A.1.A • A R 0 .t xx ). J. a m i f 1 o r i cl. S Krgi4CE �c oTY•. Asst; et.Y PS AtL. 3 : 1xz .a' �?! � ifot)s nor; ti'Lt).)3 . y1 /.4. ji 0 3/o/.; r 14" f 'f ' f 1*fi?"" o ff lo 00 j11i 11111 f in iti l 1 1111f .. t.11 1TI ill 11,1- 1 7J,?% � ' i v`a'''fi ,4,}7) 45A •504 •6 45 65 ESA 650A 650 654(4 75 75• 7504 7546 75464 C ST t 3r 3,4 3. -34 -1 6 10-0 pane s 6(6 how THICN NESS .040 040 04 0 040 050 C50 050 050 050 050 .050 .050 062 462 062 G62 125 062 062 .167 1.2 5 .062 .062 .767 3.76 - .062 .062 5.76 1.25 .062 .062 .1 61 .062 .140 1 25 .062 .140 .157 1.29 .062 .140 .161 5.64 062 .140 5.64 1 25 -062 .140 167 062 .150 ' 25 062 .1 50 1 47 .23 .062 .150 .167 6.44 .062 .150 6.44 4.25 • .062 .450 S. 69 1.00 .062 .150 L 6 w00, I450NT TO _ 50 AN 2 050 450 t 050 050 .167 375 CENT BEAM AND COLUMN SCHEDULE ( FEET AND LNCHES) A01 USA CLEAR SPAN t 4' -0 5' -0' 6' -0' i' -0 8' -0' 9' 0' 10 -0' 5'- 3" t5 -ld 20'• e' 25- 6' 2 28 -9 29 5 35. 5 1,2 ,/2410.1' 5,61• Was CABLE NE1GHT 0 0' -B =0' 0 =0'- 8 0' 8- 0 -10- 0 B '• 0' -10'- o' 4 4. 8 0 25 3S (54101716 6 C11A.0 0040 8E00185 0614 2 SCHEDULE NQ to 15'-0" 13- 0'- 26'.0" SPAN P 4 0 16 -0 1 6'-0-32-0' TYPICAL ELEVATION 45W INCINDMI Ifs avm. m.,0( - IG -O Pons wdl hove 2.J cbr FaB 6 N Ims. IC.40BL05 4504 DE546IP710 I at 6eom 2 , swum. 2 d I sin PYte te CO • foods 2 81,41 to • 5' 002 45WAA T FASTENING SCHEDULE FASTENER 24.10.'14 2.10x5 50 2• 10, A' 405 Os WIND BRACING DETAILS B SCHEDULE 7 4'5 . 6 Cable Brea4nit Meg* 200 "e. note ,4 65 -65W 654 -65464 6565AA COMPONENT MEMBERS la Nu. ea,.L 1.2 •10. 24'SN512.61' cc *40.24' loos 4 24u E sandal or Jordon DETAIL (I '.32'1 Use si de .J07104.E 0...3250 356S IS 1Z-52'1 Use e10.2* lad Ewo.olo 4 aloe • torch ?CO Bae'cmcl.aa. 1 0..521 Use /'•5x21. 3 L.9. DETAIL() .2 co. 6 -2 6 CABLE DETAIL 250.1/', 2 Laos .2 • 24(10. V•• S.N 6 et 24 ana MIN NM a 9 I0( 4 Fasc,• , p2.Vto4s m E.pendator JO dot . 100 006595 154 D•L51 ALT. DETAIL® 2021 bolls nre 4.44 Coe.. 1 Hvel. s Y lag in E.pandd Jvda4 2035 8+1..4 Anchor t 1 Channels-• I�f'.' /e' 1 'Y se es aid sap rws 4.2 u *40585 Y Ans. 2.i i 75-75* CLIP DETAIL 754 -7584 Beam DETA L(2 •10.1 75A4 back e b' p. TELESCOPIC ROOF BRACE Div Bae + 2 eo <V ;I DETAIL (3 S 40.45" 5 142 Beam ALT. DETAIL(I WITH GUTTER 7 242 hells,. 1 Y ]','/.' anp. wpX' KNSS $die ws� 004p6.11 0Ss4m0N mqq 4 0 64 fua 6i � 0(i 7 WM 'I4ntet COMPRESSION MEM. FASTENINGS t l y Z� For 50455 a .1 32' 4se 3 4 10. %' 58.4 Saone under 32' u. 2 5.8.5. h side 4 40546 ,;d Lo J9 618, 2 each .rd f 51„41 strap P. ■61e. mem. Column 2.2 C74 Ral� • ID 563 TYR B -a4a .vi TYPiCAL COLUMN & RFA4 DFTAII DETAI ® ALT. DETAIL 0 Tr*. all around: 410.2 45' 0005e 24'44 4594`0 alums. woe.. Per mat..vm- a Rod j//04;r'..J4 Y // , e 6 . PERI2.(TER ME`2 A' 1 PERIMETER ME V' Y .050 MISCELLANEOUS MEMBERS 74.45 m.., w 21• Sections 1,24 are alloy 5063 -15 15E18 ks, 404% 5,45 Cwpmy.J.do4 700 All other a aNO 6067 -76, r5 :25 k0(,, TYPICAL CORNER or (se DETAIL All co5 nec now 5) l ors oor re egw4. dym,num do oy 2024 -T4 .l4uopip sarol„0 fubu 4i K .;. 254. GENERAL NOTES; 1. Dafeles gs load:. Its in and out 1 300. roofs up a. 'dawn 7 psf, Sy factor: 1.5 2. 54,eencl446 openings l0 be 60% or 9,ealer. ;. 4W5mum Le anp coumns shall lot p .n,o1.051 : web 10�4ranc• Der AlymMm AssOC. slrvchdl M wall 4 Alumnus 60', rod, pur (4 loSm p� c olumns ono op perimeter mem. 0044 be 0 mm. 41.000 - .tr a ct wt no minus 7414.4 ice. 5. Ae exposed fasteners shall b, non - 40,11110 awnless stnl er alums. except 0001 hardware fasteners mall may be 10, 4 t*ed 9ol.. sI eel. Nos exposed fasteners m8y be magnetic stonims steel. 6. A8 masonr 0 5460 9 754,155 shall be m6 donco448 6310 @0 < 04 m048 d nr P..YC. 440 (4 a m of 4 40(0.40 70(00,1414. 7. Boll and screw faslemngs IA, an open section of extrusion into fascist or slab mug hay. a head diameter of 3 , 4 4' or use a w0dir of 54' min. 4 8. AN 4445.5 .0 01 c fovened to beams or struts with fasteners other 9. 6063.16 aluminum 01105 beams w, ll Lev eat4Q 10.5464 at on 2,2 col. mod stomped one foot from each end d bean. Follow, 79 are approved merits. BON 606776. M 63-T6, A163 -T6. 10. In add,hon to Deem brawl columns. clip angles are le0u.redon side columns C1a 16 =0• e< ,m•. II. Slobs an0 1004,gs by omen unless Cihe,.,s• noted. 12. tofU,0 on noon of noon 01 swunml49 d 0 0105*.. shag b• S'- 6'000.4 0+5,6010 ono still b8 sell la *N-lockmg type. 43. 000440. m accordance woh'design clderm and lest requirements for alumn. screen enclosures as approved by Dade County 8129.8 Zoning Dept. doled April 5,1965. N. Aluminum slrap6 are 6065-76 coched to beam with . -0059 2i, tp each en of strap. 15. Wood inserts 1500 psi no. 2nD souther pine or too. 16. Steel strop has o fiber stress d 18,000 on 17. Rubber electrical lope or 050911 dip 10 be used on sled insert. in contact wah aluminum. 18. Minimum length of amps and inserts to be 50% of b.4,, span and placed in cent er of span. (75.55 755 of span) • Y„Y1145•014 19. Components on this 56¢04 are 04,4,30 IN LL47ot n0.3,222.1341. $445 p.„me•r memer6 j. 0Snly 6,06,0 2-21(4.84 I2 each .6 204,7 '8' me 6' o 40 o (0 add 0 1 1145..,. ACCEPTANCE NO. 71 - 127.1 8 - 7 DADE COUNTY APPROVAL NAY 24, 19 INDUSTRIES INC. 550 t 64 ST w 822 `1130 0 z: o.. z l o.. X 22*- o" 7ooF' /'R.a iifiNG RAW 1 7-"0 •0 • 7 I 82 : ** o /:— _€, c2 yr i2 CVA7/oA1 -1 55c 4LA t •• / %,e ,Lar5 /4 13, ,`' 2 2O' 2or /' L9hh oc,e 8 /=-1 /4A1/ 5J10R4$ 5 e 67 py 3/ / J / 4M/ 5i/OR.ES , /LOR /DA /2 1 �6 Sr. . 24 3 ____ --_____ ____ NEP/ S o2SEN th r__ _ 03 1 1 /v 9l 57 �.. -- 29.s' /d,COT"' ,aN INDUSTRIES, INC. 550 W. 84 ST. HIALEAH, FLA. 33014 SCREEN ENCLOSURE for:IRV. WALD/44N ENG. .,EEr .SA UL P E. “8 DA TE o% /..9/ %? DRAWN BY Ross J0849678 7' 0 (9 • el ee c 1- / RAW 45 ?'-'O 7: 0' 4 0/4/7- ,G VA 7 5c44,6,45%. to 5 e4 11.•■••• It 07-5 /4 .6 20' o,c - ,Zor /1 ..8.4cic.e 8-1 / 5 5.4=6 3 8/O Pe 37 /fr.4,1-H A /a- A/,: ?6 NEpi M ) Gwee61k 0 1 03 9‘ 5 7 / seCAN _5C Lo• • E N G. 492 R E. 66198 ki SCREEN ENCLOSURE for:IPV. WALDMAN DA TE V/j/Z2 DRAWN 8Y2 os J0849678 35 -8 4 5-0 1 15.11 4 5♦ S46 4 541 65 754 7540 7:465 BE ]H3'K 9 1 l0- CA 2H HEIGHT 0 - 0 -8 =0" Up to 16 =0 0'-0'- 8- 0' 16'- 0' -32' 0' 0' -0 - =0 8'- 0'- 10' - 0 13'-0" 8- 0- 10' -0' 13- 0' -2C -0' 8'-0"- 10'-0' 28 -0" - 35.0" TYPICAL ELEVATICN 2 45W K4.MLTER 6 CHAIR FAIL 61C61BE6S CH, 50 50 .1 50 .375 '®®IM - 11 ' .' IOU 1 7 -10 MEI MUM LLCM Kalb 2 16 4' 21 -0 22 - 0 062 C62 .181 140 140 .16 40 .:a7 140 140 597 3 .6' .1 50 34 . ®® . 15 � S ET€ nom Eft D ' 9 21.5 25 - II' EOM Sart 36'. 5 37' -1 274 - 20.0 6 28 6' 28- 5' 22.5 2 - U.5 IT -s 23'- • 9 24- 1' 2 7' -5 26- 9 34.4 3 1 0 34- 6 34 -2 39 - • 6'- 7 10 -5 17 - 0 22 4 23-9 25' -10 25 -10 26' 7' 29. 0 30.9 31 -2 31 9 3 - -2 4 -• 6 -4 6.4 21 6 24.0 24' u 26- 5 26' 0' 29 • 9 6.9 7'- II 3 -5' 4 -3 15.6 20 8' 22'- 0 23 -7 5111115® Men 26'- n 8- 0' 10 0 0 - I' 26' 2' 27 9' 30- T 34 - 5 34 -11' ERB 062 062 042 062 062 062 .062 050 .050 C62 C 62 062 167 Sr 0 . 050 050 .0 +-Sr EL 125 1.25 3.76 3.76 125 1.25 564 6.44 1.25 5.64 125 1.25 1.25 2 644 1.25 2- 5.69 1.00 2 l 00 INSC67 r0 z 050 050 062 062 062 .062 .062 .062 .062 .062 .062 .062 L! J 4SWA 1 41 6p1 s 2 7 n .' pia it 1e column 2 27147 Ia i4 45wAA COMPONENT MEMBERS T AND 65CHES ) UM CLEAR SPAN 10 • 8 S' - 11' r7'. 0 haw 43 cheer 1s 6 a im2. ING SCHEDULE FASTENER 2•1089'4' S.01 2.10.5 5 2. 10.1 1s.$. Oe • 8253 24. sere. *24 201045 er sits ... 6 01740 BRACING DE AIL5 6 SCHEDULE 65 -6SW 600 - 65W6 65 AA V34 5 . 5 0.212 810.75 W 20 4 z00 le fa�4� n se s ' de 1.2 .082,4S71S*3Y0c •10.24 loos p 24bc E pond. or Jordan DETAIL ® ' J2"1 Use We 4;29104i SR 5 Cher 32' use 3 S4S I 2 14-32'1 Use • 2726 _ . , Je1esf 0o •1 Use • 846'445024. / •50254 3 Lops DETAIL N, 0 1. • wch � 45 ALT. DETAIL(. 2.2 col e.t.a (sae 0.551 18 • 2 -6 . 8 2 lap m E•pand/ Archer .035 Bu7s.N Anchar CABLE DETAIL 2720.16', 2 Lope Posen, 24'1x4 . 4p45460 4 Jar 44..100 ALT. DETAIL ®. H'. I'Y4'e 134 Y4' Channel 752 -754A, DETA L 7504 TELESCOPIC POOR BRACE DETA Q3 Beam ALT. DETAIL® WITH GUTTER - 242 hallow 1 / -Bean - Y•2. %' e ^9r /A3'H.HS }Sc1er2� OSb Studs and cep 5,116 ., Coale' 4 .014 mar be 2eb25Nlee ..112 C6e er4ni a-d°�i..F+e}e9PC7 a 412726 U CLIPDETAIL COMPRESSION MEM. FASTENINGS POI( I-4 7. _For span. 0 er 32' use 3 11, 1). ;1r SM.S. T7 2•10 S01 5psne a der 34 use 2 5.61.5, each std. 24 -heady "ps d '4 _ 4i 402 % 5Mi p, 70751 MOH &a. 3 �' 222 T212suopup ...rated A 0.. C4 MOH n. OFFICES stns S.W. aao ST. LOCATION S KETCH SCALE 1" zG pO J k. - -- 1L ....:0 • i SURVEY ..' /x L 0 1 .._ z-v 4r sue DIYIStON ACCORDING TO THE PLAT THEREOF AS RECORDED IH PLAT BOOK Ho. k'P PAGE Nor PUBLIC RECORDS OF- • EOUtiTY; FLORIDA. - - - DATEt , ��.���rjs .1: 10 FORS L sc;W l Y THOMAS J. KELLY LAND SURVEYOR . MIAMI, FLORIDA SURVEY v� ✓ �� .�✓ �.� -;�%' LOT DATA11.S 1 HERESY CERTIFY THAI THIS: AT,I�' CIII SKITCH REPRESENTS RECENT SURy, AP UNOER MY DIRECTION ANQ IS TRU,E ANG C14 RECT TO THE BEST OF MY KHOELg¢GIR Alio BELIEF. t. :: • ;x_ StAL t 1' VEYON i96 F1R$7 FL O 9R PLAN gCALE .' ; / ' / / -.Q 1 Sl s1.g As / - Q2;'. v' PPG, it'EPLA CE to N/,4 7'C// E'X/ s 7 /NG 0 GeNERAz. NODES } . - coNGI gr7 _._. _. ,3 000 Psl. AWN/Alt AWN/Althti 28 0AY SreENN7 #. • L`EAti•T . P c TDB 1. S Y/1b2D M/Nbwi./4-X SLUMP.. ¢" To 8" MAX1AtU4.4: NF02 CUNF0�2/H • T!3 st. S, T i 1. - 46 /6"-' "6 o G .eAiDE.. 3. STWcrue4c sra . eo.t/Wo,eM .To / � 7 41�.�1 A 3� 4 .— . -WOQ4 .. -..f /� zoo ICJ /.. :5• -Pe s /GN ,S PResutZee 4000 -- New 436.44i 3"`C4, COZY/WA/ EX/5r .Sx8 /e4crr'g$ --- ex /5r. lx6 Te6. --. ROOG /NG JO /ST NW /6ER -- / ///G/!ES nil/ 28 -2 51 •CT /oN A -A scALE.' / % / '�0 _ 2 X3 3 /4„ S r6EL COG. ►� l¢" CAP BASF 4-/2"4/2"x/2" 7' 2- sg y6 AA/CH, ,e0Lr.s LiveLfivd. Wars BN / /2' :,eour FOO T/NG De'7' 4 /L 3�0"x 3 =0 x $= o ",r6. 3 Top Por7 NByY° 3-2 -x /,2 R7r z8,E.4M , 4/L To66'7 wir# /6 d 4/4/CS Cf' /2''Q.c• S7,4a glee - a EX /5r• coNC, B/4. SITE PLAN 56.440 : /" : 30/ reW N/S COURT NEW BEAM 2 -sroRV C.a$.RE . rN' J � 0 EX/ST. CONC. coL . SECT /ON 3 -6 ALLEN RD'S /DENC /2 34 N. A: 940 ST. M/4414 Ft oR/IM REVISIONS • D TITLE L- ¢x¢x3e x 4'' y/ s 6" sr /FF. / a ¢s .Boer we—‘26e dNcWO, . pAtr /J /emir 86,4 if'E'/?4tiQ 1 ' • • • • 1 A . , - • • • • Vteitero 4fetuJA eil -PO W-r6144 0 I LL « 160 t16s 1 @ 9 ,4 rioey5 fl1 JE-C(1D 4 m O' I4 tk i4 X 6 O %J( P A.vmm uM t o 96th. N2io _ IiQlk mfOSUred found '' elephone deito catctl. 6osan a' point or t utee ;r 4 4►n1 Qg{' tan etcyr • f` P a'E ` `ot i everse clubs 4 4,9te#; me ef arm C er :.br0,ck structure ai A/C r pondidorith j pad' tr _te firdyt • ri9ht of way srbdse tine f at 'tenter; tine, P L fto power. b< ott rr .or# distortc0 triC* cbQ(4:: _ �A paicttiipQ' . 1, Roirlt fi inters cton i .t�. 4 , pain- of commencement 'P. i • port of beginning t4.L not t4 scale clear: EN¢, encrOachrr.ent Qf t:4 ovethe94 electric Cne ZY wit story , i nne ere rrietet , . mgnlipte tv ilgh pot., Y�i(p. "Q'1 pole P.a.M.>ti pdrrhdient reference] monurnert F.Fl,EL: :a . t dish floor eievatlon as . eietiflt QA iitilY invert -O /Qa observation W Y. stet valve ' St,0,4 Becton parker k<,XJon :,l,t /,. ► surveyot tisane business gR ( */B "1KoNr1�is e -17 s — 0 1 4 OcN s�1 4 WgY- r2��. •0. 12�k y FA' R • FOOL.; sf'c. cw Surr 1 fit stiti4twa ar ra?wsri trptn.. 4314. NO ••••ua • mitt 20) r . r it {103i ailed • • ro t (cos 01$.17os rig. oo� • . .63 01 : 2►. t : fi r .45. PROJECT NAME: • t* t' x - 1 `1 1 0.05' 1 GL di M • • pg GA JKpri f�tYt% 1 \‘N a NAILS 7 C' 1NGDNG. • CLoS: , O tP FsQ ;IA 1TTe) ■T l') 0 °r 1.0 �1+ S,V QB' 11O : 1-• t Inds Shown hereon wale not abstrO tai for easement" and /' or rights of way of record, except as shown on retold plot. 2-- There waS do attempt mode by this firm to locate underground footing. of wait.,' fences and buiTtht g, except os shown, if oily. 3 - There or* 64 eklcrogChments onto the property, except as shown, it'Qfiy. 4 The north arrow shown hereon ore based on record plat. 5- Elevation shown ore based on Notional Ceodetlo Vertical 17otum: 1929. ; 6-- Elearin s shown ores bused on on assume voTue of :Je tj' :3 " alone) the center tine, of 1'10,4 -- 1140 7- ee ?ch Mork used: ALL • f4-coo 29N4 :..QATb; tone: Commynity - no. Ponet no. Suffix: Map Dates Base flood Etevotion I S C A t E• N.E 96th. STREET SCALE : s N.E. 95th. STREET GRAPHIC SCALE LOCATION MAP 1" : 2 00' 0 60 100 200 300 400 800 1000 -- i• • xoo' PAOPfAtY ADORES '254 t4,8. ,.9 5TRUr. MIAMI, 1 ...� .:r. , ., t �„s�s' i :.:..,ws :'::, .., .,�,A a ♦.ifs.. . iiiAI, OE CF IPT I OM ., . LOT la 13 Q rHf E43F:2OFUET Oi t,Or.14,(IWWO<84. 0,;801V,11 404 M ?AtrIl S! 3 SEt;r .OM N3 ACCCP01144 1 }t PC1t KFEll. AS ECp?Ct3 lt1 PUT 80cx io 'AE.P �tE 3 of $141 ? ..0 Atco os es OAOE ' courts; Fl9 ER R0. ,SURVEYOR STATC F f10RIOA DATE:- I - 21116 1 ;MA ►: I HERE ; rY CERfl f THAT: in the Ptof4( ortol' opinion of the under* 64 PeONS$14n41• 4,0nd Su,ry yo 're. the . of Portdd the following/8 f*JRJ S . meetl °:the;. regviterrents'of the t�Clnimum re nit Stondards cis set forth . b the MTQt1d0 Roord Of .Profess o► gvrvey,ori' and Mapper in Cltopter 81017, • fioridq Adrr nitroU<vbk Colo, pursuant to 'Section 4 2..Q :7,,,: i t d4 Statute.. ft�rther, this. ceitincote is- (�ososi O y o0sereottons o f melds rrr�egsurements ettorm.1 -on It^ 4t n4. otber :nrormo avaifobto to the. undt�►s19ne q ins t rr. • the services' Were rendered: :' '. , Copies of this A -.6UltT SLHrtY oral r;li ore unless eatbossed with the seat of tO, Lnder'sigeed, $4id embossed copies pr. fk$Ir the specifie `use of thole entities that the , AS-- aU1t.1; SURVEY hcne been certify' ' ' S014. 6 11 11 copies ore li}r: koil for 90 days ursuont to Oho ter 627.7842 Fly' do 5t•tutes fotiowtng dote of net measurement. MANUC' & A$SOC!' ES 41o' (g) lrcoL fr2o'k > �a4.‘• Yl; %: igori tvi#'e 2 u • 12oA9r. (t 4 g j/ JACK CLEMENT QUIGLEY A.I.A. ARCHITECT post office box 42•miami shores•florida 33153 305•757•7346 �LG�UYt -ccr �� /4" sa, 4 Loort rLooa, [ q ( : rolcol - To Loon - 4 F _s t s r ©i t3 efr( r ? - sn 6 45 4 u V 10 . h (CgI Qi i c ' I• . IC:1 x c6 '( 1. . 4 u-,E0 11 1,3 tt, i 4A !. 4 S 1» f4 k $ _ C Cd �t. o:) �� �. SV � 1 it x� �'�'7v• t \ �' 4T 1 r) yi� Cw • _• ) : J .(_ ~ R.: � `r.i #. .. '. �.•.. .. �t..�, i�_i'l� ��.r l'��1 t, �, /� •.Ir' ur s f/ /ti - f. , t f s � "'f� l . �1 x «� 1. � ° rg t j; ?i 1 . /V 'i, • . '1 • i s e '" ' ..r G 1 t e - • 77r' ,- • 77-7 takt1i44 f.0 , . , , 1 ..--.=,--- ,:;r --. ''. i 1 .-§• — .:1 ...., : i '... c.r.-- .....-- — =1 ....... takt1i44 f.0 x ' "k f ±r _ .��� � j , la ._.• )2,& ,Y f" STiI't . fl i f ES{ 0 3/ 00!, .1CJr•,4 b.- �s.:L7i 11 A'+AL IC.S..'.:1•sl:,i "1. D D1•rIf- ,!_ t f~ f �` J f 'I '. . � 1�1'�' w �� t, ��1 't �/ k w � ± /7.-.7,:. , Y, � fN,C I. / '• f L . � / ' / f /.11 1 / . } 'r`''° 1 r r f , f �.. .a`l�• j.> ?t :C ,� . .,rT� .�/� : �'� f f } .f'Il � �r' 13 �" r. i f : t a /7--57 c, .r� A