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299 NE 99 St (13)PLANNING BOARD AGENDA OF 5t-r 2 3 14 ` ITEM NO. ADDVN Dk) Name of Owner /Applicant i)tiR15 S`CPIC Phone No. 7'$ 1/L.4 - 19 Address of Property, and /or Legal Description VI/ N s- q q 5-r Nature of Request 4ARIPI -T0 pV?.t'k r - MIA'ORARy flAIt4G cflR'oT i 1• cRoN `Thai) Present Zoning R Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change thAt4tR, m quts gA1MAi•&t ToR, PRQ or N 1.41>NCPrfliM1? 011913 PNa n U's tc2C tnlG AN!) 1 v 11 6 orv_1 R L- �JPr1� Council Action Required 1 Date of Applicant Notification Planning Board Action AO Pit Council Action aiami Jhores9illage F L O R I D A 51-1, MIR tkutv Director of Building and Zoning aiami cJhores9illage F L OR ID A A G E N D A PLANNING AND ZONING BOARD MEETING THURSDAY, SEPTEMBER 23, 1982 7:30 P.M. MIAMI SHORES VILLAGE A D D E N D U M 7. REQUEST FOR VARIANCE FOR TEMPORARY FRONT YARD CARPORT DORIS STAFFORD, 299 N.E. 99 STREET PLANNING BOARD AGENDA OF 5 0 1-, z ' IQ c6R1 ITEM NO. / 1 \DDSN Dit) Name of Owner /Applicant NRNS S CA -C Phone No. "N 1 3 --- 1A-1 ) 19 Address of Property, and /or Legal Description 109 NS- 9 q SI" Nature of Request JRRIPNC' - - TO P'rA !Arc "MM' MR MO 411141SIt4 cA RPO i 114 cRot -r Y ARD Present Zoning R Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change vJS4'ER, t5 qAIMAN'E 'cock, f'RO o>r RPirt wcF ? > 00 %Pt 4P n StrrtC2Igc, AND Vf-.Asi 11 6 orV- 1i-1.- Council Action Required Date of Applicant Notification Planning Board Action Council Action iami cShores 9lllage F L. OR 10 A tkutv Director of Building and Zoning ItLE. CE RooF c\o* 1.45PPED IZ�u)4 I PL( 3as FELT PC0i At■-Ro lib LOT hLoc 6Uz. 1 Do' Dt.ta$14 plicbA cr e G SIDE 1...) ys.) • $71' . 21447 4 ) FF ?�- 3. 1 2 xe Ro °F RAFTE�f.:) II; o fC. a MINIMUM SEPARATION FROM GLASS REQUIRED i INSTALLATIONS ABOVE 30'. OF GRADE j SEPARATION FOR INSTALLATIONS o UPTO 30 FT. OF UE TO URGE MISSILE GRADE IMPACT SEPARATION SHUTTER SPAN = H = IN. t DESIGN LOAD = Pd = PSF 3 FACTOR = K = Pd /100 = IN. READIN ,FROM SPAN DEFLECTION CURVE = D = IN \ DEFLECTION AT Pd = K•,0 = IN. -MIN. SEPARATION READ. = K•D f 1' = IN. PANEL SPAN UPTO 95-1/r 2-1/4 _ 131' 3 -3/4 145" 5 -1/2' FOR INSTALLATIONS UP7Q 30' OF GRADE USE MAX. OF ABOVE TWO. FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIRE1J NT. NOTE NO PART OF SHUTTER SHALL 8E UNDER 30' ABOVE GRADE TO WANE LARGE MISSILE IMPACT R£OUIRO.IENT. lIeff. = 0.953 sn'4 /ft .DEFLECTION CURVE FOR POSITIVE .LOAD ONLY. FOR LOAD OTHER :THAN 100 PSF SCHEDULE. ROLOSPOL - I RRIO NM II $ 111,11 1111111E111111 MEM RIME 1111011111♦1/ 111waMuuuu RT) 1 4 I 1 a RR 1 �u1111nri II II 1111C111111N111111 MrAMI111111 110011111111 1 1.11111111111 111111101111111111•11 UU, *RURRW‘111111tlt . • II ��i 1 4 I j MIES 102111111111 all IIIIIMallall111 ■ KUM 211111111111111 r>nIR= 2.000 1.000 —2.126 2.375 2.583 »-- 2.031 6063–T6 1.000 — . 2.531 2.000 5.000 Ei r 111•111111111111111 1111111111111111111111111111111 111111111111111111=111111111111111111111111111111111111 POSI • VE ECM SEMI '______ 111111111■11111`1111111111 ----- __1111/1111M `> /IIII limirviummisuamomm 1 0 0 CI 0 r Cfl cm 1 Nd 1 68 PANEL PERFORMANCE CHART NE MAX. DEFLECTION SPAN /3Z AT NEGATIVE LOAD SPAN /3Z OR 2 IN. AT POSITIVE LOAD I 111IT n LB l m. 1 . /8.. Be 90' * 1 2 �, - PANEL AN - INCHES ATIVE FOR iNSTALlAT1ON DETAILS SEE SHEET 2 AND 3. l LO 11,1 Tel Ill" ITT TT" 1.30 140 160 USE PANEL PERFORMANCE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTON:ACNZiTpTO CALCULATE SEPARATION FROM GLASS. N 6i 2 0 H 0 J LL N La 0 DEFLECTION CU 5B E0' 70 80 90 1$s 120 SLAT SPAN - INCHES VE AT 100 PSF 140 PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF' EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. HALLANDALE, FL ALUMINUM STORM PANEL ' DADE COUNTY PRODUCT CONTROL APPROVED' .125 TYP 2 X 3 X 1/8" 2 X 4 X 1/8' .BUILT —OUT AN 25 ; YP. —2.000 --� SILL` ANGLE 063 -161 GENERAL NOTES 1. THI$ STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDmON FOR OADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL LATEST EDmON. 3. ALUMINUM ALLOYS: ALL. EXTRUSIONS SHALL BE ALLOY AS USTED. PANELS SHAH. BE ALLOY 6063 –T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL. BE GIVEN ONE COAT OF ZINC PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TIP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 –T4 OR 7075 –T6, OR PLATED STEEL WING NUTS SHALL BE OF ZINC ALLOY. 7. THE OESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 OR 2". 9. ANCHORING OR LOADING CONDmONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 - 88, BASED ON 110 'MPH WIND VELOCITY. SEE AFC 94 - 01. ENGINEER HUMAYOUN FAR000 PE f 1 7 APR 05'1995 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATC L9 0 ,•�1 °�� BY r.ODUCT NTROL D1VS.0N BUiLO NG CODE COMPLIANCE OFFICE ' CC£?T&1:CE NO J N -I 23O.0 1, c 0 0 0 U N v 0 v 0 0 0 M J L U Z m W 0 Z Q z 0 () < rx Ul C 8 s s r ►= O P A _P 1 1- ri 0 4 0 1 1 1 drawing no. 94 -51 sheet 1 01' 4 ) WALL MOUNT5 SECTION A—A 1/4* STUOS W/ WING NUT & WASHER a 6-1/4' 0.C. T .•• • rs • ANCHORS SAME AS HEADER FOR GENERAL NOTES ANO EXTRUSION DETAILS SEE SHEET , OF 4. ANCHOR Ir 1/C-20 GLE 3OLT W/ N T6 1-1/r Q.C. 34 r O.C. A./30‘i maim r 111111211111BICIppgigall 'ALUM. ANGLE 2 X 2 'X 1 /3' 2 X 3 X 1/ 2 X X 1 2 X 5 X 1 ALUM. ANG 5063-T6 BUILT—OUT CONDITION 2 X 3 X IA' z X I x 1 2 X 5 X ALUM. 506 2 I ..... .............--.....1...." 0 . -----------VE\------L MAX. SPAN •\7\----- SEE GRAPH • Ns1C ORS: e‘481tDMENT & EDGE 01 ANCES SHOWN AR BEYONO OR WOOD :NSTALLAPONS SEE SHEET- 3 OF• 3. . LL (STUCCO, TILES. ETC.) E 'NA FLOOR COVERING UPTO 115 PSF 115 PSF 1/C STUOS W/ WINO NUT & WASHER 6-1/4: O.C. X 1/2 LT w/ NUT 9-1/2 O.C. UPTO 115 PSF 3c 6' 0.C. ABOliE 115 PSF ALUM. ANGLE 2 X 2 X 1/ / 1 '. • • GLiSS FCR MIN. SEPARATION — SEE CHART ON SHEET 1 T INSIDE MOUNT5 • • : Ai MAX SPAN SEE GRAPH . riiir . . :1r ci .• • II • Ed t SECTION C—c Ed lie sp..) WI WING 34 WASH 4 6-1/ 3 c L REM ONLY ON EJUILT-OUT CONOMON $Ee OUM. A ••••• ■-• MAX - 2C TYP. • ENO CAP ANCHORS UT 0.C. END CAP BUILi !ENGINEER: HUMAYOUN PE i 16.S57 TYP1C I...EWA 1 ON 1 1 El = CO TYPICAL EDGc■ DiSTANCE NC. ec 3LO,OK = 12d (12 ANCHOR DIAMETERS) APR ° 5 1995 FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. C• 3 1/4 ANCHOR, 4 247 0.C. ENO CLOSURE ANGLE 1 X 2 X 1/3" 2 X 2 X 1/ 2 X 3 X 1/ ALUM. ANGLE FOR ENO RE40. ONLY SUILT-OU• ONOMON I. AMC AS COMPLMIG MTH TH FMOOQ 0 S A C T U E TH Sr- A ;LONG CGOE St;I „ I i ORIO (..) :IRO-C74'filitOL'ONS:0/ 19_ / 8UI1OING CODE COMPLIANCE OFFICE ACCEPTANCE NO -1236 03 1 r. 1 (.) z 0 0 0 c 8 * 6 0 4 0 ) i drawing no. 9 4 5 1 (sheet 2 of 4 GLASS W000 HEADER REQUIRED 1/4' STUDS W/ WING NUT & WASHER O 6 -1/4 0.C. r - FA5 Z AS PER' SCHEDULES W/ : -1 /2' MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 3 X 1 /8 2 X 5 X 1/8' I ALUM. ANGLE 606.3-T5 BOLT W/ N/ NUT O 2' FROM ENDS & 9 -1/2' 0.C. 2 X X 1/ � 4 8' 2X5X 1 /a' ALUM. ANGLE 606.3-T5 FASTENERS SEE SCHEDULES • t /2'j BOLT W/ NUT 3 2' FROM ENDS & 9 -1/2' 0.C. 2' X 4' CONT. w/ (3) 1/4" 4 X 5' LAG SCREWS O EACH 51140 W/ 2" MIN PENETRATION INTO EXISTING STUD W000 REQU 5TU 0. INSTALLATION DETAIL ON EXISTING WOOD BUCM MAX. SHUTTER HEIGHT - 9 FT. MAX. DESIGN LOAD = 105 PSF OTHER coNDmONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4 " =1' 1/4-20 X 3/4' 5TU0S W/ 'XING NUT & WASHER O 6-1/4' O.C. 2 X 2 X 1/8' ALUM. ANGLE 6063 -T5 FASTENERS SEE SCHEDULES 1' X 4' X 1 /8' CONT. ALUM TUBE W/ (3) 1/4' 1 X 4 LAG SCREWS 0 EACH STUD w/ 2' MIN PENETRATION INTO EXISTING 511.10 2X »X 1/8' 2 X 5 X 1/8" ALUM ANGLE CONT. Animir !L/ % % % % %/IrwArrMIfI %% EXISTING WOOD TRUSSES 0 24' 0.C. !AIN. 2x4 MEMBERS MIN. S.G. = 0.51 HEADER CONNECTION TO WOOD TRUSSES MAX SHU11>:.R HEGHT = 9 FT. MAX DESIGN LOAD = 75 PSF (2) 1/4 x r LAC SCREWS 0 EACH RAFTER 2' MIN. PENETRATION i -. j 3" MIN. ENGINEER: HU'dAYUUN FAROOQ PE 1 16557 1/4' PLYWOOD EXISTING SOFFIT 1/4" -20 X 1/2' BOLT W/ NUT e 2' FROM ENOS & 9 - 1/2' o.c. APP'OVED A; COMPLYING WITH THE SOUTH FLORIDA CW!OING CODE OAT rLILt) f 19 uY PRODUCT 'NTROL DIV!S;Ori BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09 4 4 - I 3 < ) . 0 01 U w Z� O r , c c o a w La 1 Z en N � v J . ri- 0.. 0 v im_ c 0 of v 8 O n _ N m U c1 q cc c drawing no. 94 -51 1 sheet 3 of 4 ) i j �, I i 1 1 1 ANCHOR CHART 2 , orT•oc7 ANCHOR CHART 1. .10$7.0c, I I I ' � 1 1 ( I I ! I I = I !' 11 1 ! \I i l i i 1 1 v 1 1 j I 1 1 s 1 I I LhLL 1 1� I \ \¢ I I ' . 1 I I .NCH Oki SPACE , 1 _ .11NC:tiOR I SPACE 1 I I 3 I I N I \ N 1 uui u 11 i 1 1 \ " �! 1 1 1 1 I I 1 I I 1 1 1 -,,...... - 1 1 1 I II - 1 I E,' 1NCIICR S CE . 1 i 1 „ r1r 0 '7 K I 1 i 1 ( '9. X 5- 1 1 I I I I 6 - ANIHOF{ S1ACq 1 1 1 I 1 i """t°""'t'.1....'"' 0n 9.... .nn III I 111nr 411,0 n, I II , 1131,•0 n,. i•■■ •■• 3 I I I ANCHOR CHART 2 , orT•oc7 \ ANCHOR CHART 4 ADITrac. I \ ' � 1 1 ( I I ! I I = I 1 N i 1 ! \I i l i i 1 1 v I I ! 1 j I 1 1 J 1\ I I I LhLL 1 1� \ \¢ I I I I I .NCH Oki SPACE , 1 _ .11NC:tiOR I SPACE 1 I I 3 I\ N I \ N 1 uui u N 1 i 1 1 \ p,75 - I 1 1 I I ? I I 1 1 1 -,,...... - 1 1 1 I II I 3 I I 1 i 1 „ r1r 0 t K I 1 i 1 I '9. X 5- 1 1 I I I I 6 - ANIHOF{ S1ACq 1 1 1 I 1 i """t°""'t'.1....'"' 1W,7 1 I I � 1 1 1 ' ANCHOR CHART 7 UH 1 2 IiI i I I ? 3 ANCHOR 3 ANCHOR 10 1 ,.n nn „ , ,nr. 11,1 rnli ri ,n, 1 ,. • 3 I ANC'r-,T3R CHART 3 a osnac1 . \ I \ ANCHOR CHART 4 ADITrac. I \ ' � 1 f .- I ( I I ! I I ':l I l i l` r, 1 l I l 1 N i 1 ! \I i l i i 1 1 v I I j I 1 1 J 1\ I z \ LhLL 1 I 1 1 \ \¢ 1 , , ,,1,,., 1 ,,,, 1 „ 0. 1 II I I ! .NCH Oki SPACE , 1 _ .11NC:tiOR I SPACE V 11 4 I \1," ANCI}IOR SPACE N 1 \ N 1 uui u N 1 I 1 1 j \i I \J p,75 - I I .1 -\1 I I I 1 1 1 -,,...... - 1 1 1 I II .. v I I 1 i 1 1 „ r1r 0 t K I 1 i I '9. X 5- 1 I ANCHOR CHART 8 arm I 1 i """t°""'t'.1....'"' 1W,7 1 � 1 1 1 ' ANCHOR CHART 7 UH 1 2 IiI 3 I I t ANC'r-,T3R CHART 3 a osnac1 . I i 1 \ I I I ! I f l 1 1 1\ + I 1 ' � 1 f .- I ( I I ! I 1 11 1 ':l I l i l` r, 1 l I l 1 N i 1 ! \I i 3 V 1 i 1 1 v I\ 1 I 1 1 J 1\ I I I N LhLL 1 ', I I \ \¢ 1 , , ,,1,,., 1 ,,,, 1 „ 0. 1 II I i .NCH Oki SPACE , 1 _ .11NC:tiOR I SPACE V 11 i 2 1 ,, N \ 1 1 1 \I 1 uui u N 1 :\ ! I I `iN r.:9 . p,75 - I I .1 -\1 I I I 1 1 1 -,,...... - 1 1 1 I II NN v 6 1 1 i 1 1 „ r1r 0 t K \ 1 i ' I '9. X 5- 1 I ANCHOR CHART 8 arm I 1 i " 1W,7 1 1 1 I ' ANCHOR CHART 7 UH 1 2 IiI i 1 I ? 3 ANCHOR 3 ANCHOR 10 I I CHART 511 4 i ,n, I 1 I 1 V 1 1 ANC'r-,T3R CHART 3 a osnac1 . I i 1 \ I I I ! I f l 1 1 1\ + I 1 I I I 1 I • ( I I ! I 1 11 1 ':l I l i l` r, 1 l I l 1 N i 1 ! \I i I �� ' I\ 1 I 1 1 1 1 1 1 1 '- 4 3 I 1 LhLL 1 ', I I .,. ,T..>;,,,,,,.,. 1 , , ,,1,,., 1 ,,,, 1 „ 0. _ ! \ I I I\ I I r I I I 3 I \I i 1 \p I I 1 N i 1 ! \I i I �� ' . I . I\. ! i 1 N I \ I I 1 1 f\ i I I 1 II I i .NCH Oki SPACE , i I I 1 4Ne‘tORI V 11 N 2 1 ,, N \ 1 1 1 \I 1 uui u N 1 1 i I I `iN r.:9 . p,75 - I I .1 ! 1 1 1 1 -,,...... - 1 1 1 I II --... 1 1 ANCHOR CHART 7 a011.x1 6 1 1 i 1 1 „ r1r 0 r,,, 110, li . r,R I \ 1 1 ` I \ I 1\ 1 3 ' \ 1 1 N i 1 • N I I 4CHORISPiCE \I I . SPACING = 9.37 0.C. (FROM CHART) i 1 I j N. \ N \l I I I 1 \ f\ i I I 1 II I i .NCH Oki SPACE , i I I 1 4Ne‘tORI V 11 N \ N N Nc 1 1 uui u \ I I I I `iN r.:9 . p,75 - I I I I ! 1 I I 3 I II i I I 1 1 I I I 1 1 - 1111 \ 1 i y I ANCHOR CHART 8 arm I 1 i " 1W,7 I ,,. 1 1 I ' ANCHOR CHART 7 I 1 2 I \ 1 1 \I I I I Od =2 -1 I I 1\ 1 3 ' \ 1 I 1 N i 1 • N I I 4CHORISPiCE \I I . SPACING = 9.37 0.C. (FROM CHART) i 1 I j N. 1 N N NI 1 I I 1 \. 711,1 14 1 II I i i I I 1 4Ne‘tORI SPICE i \ I i N Nc 1 1 uui u i 1 I I r.:9 . p,75 - I I I I ! 1 I I 3 I II 1 I 1 1 I I I 1 1 - 1111 \ 1 i y I ANCHOR CHART 8 arm I 1 i " 1W,7 I ,,. „, 3 1 Y1NG WfT'H THE FAL f UR BELOW Od =2 -1 I I 2 3 1 \ 0.86 2 I I I I \I - 11 2 E:V1.IP1L.E FOR .- EDGE DIST. SPACING = 9.37 0.C. (FROM CHART) 1 I I \ 1 1 1 NI 1 I ? 1 I� 711,1 1 1 1 II I i 9. 37E” 1 4Ne‘tORI SPICE i \ I i N Nc 1 1 uui u I 1 j, 1 1 I ! 1 I I 3 I II 1 I 1 1 2 rtn� 1 1 1111 \ 1 i I1 2 I 1 arm ! 1 i 4 I I I I 1 2 IiI i 1 I ? 3 ANCHOR 3 CHART 10 I I 4 I 1 I 1 I 1 1 ANCHOR CHART 9 ! 1 Irrt,l i1 Y1NG WfT'H THE FAL f UR BELOW r .#k2d...-41r- Od =2 -1 /2' 2 I I M I N I I. =A C;CR 1 1.00 0.86 2 1 i I \I - 11 0.50 E:V1.IP1L.E FOR .- EDGE DIST. SPACING = 9.37 0.C. (FROM CHART) 1 I I \ 1 1 1 'rrnl l l 1 I� 711,1 1 1 1 I gigging n I Ih UhI 1 1 uui u I 1 1 1 1 'Nil 1 1 I ! 1 I I 3 I II 1 I 1 rtn� 1 1 1111 I i I1 I1I I 1 arm II I I 1 1 IiI i ? 3 ANCHOR CHART 10 RDE10ci1 E. � . 0n11, I 1 I I CHATS ASc'D ON TYPICAL EDGE DISTANCE = 12d. FCR !USER ECGE DISTANCE DECREASE SPACING BY Y1NG WfT'H THE FAL f UR BELOW r .#k2d...-41r- Od =2 -1 /2' 8d-2 6d =1 -1/2' 5d =1 - 1/4 - =A C;CR 1 1.00 0.86 0.71 0.57 0.50 E:V1.IP1L.E FOR .- EDGE DIST. SPACING = 9.37 0.C. (FROM CHART) FOR 2" EDGE OIST. SPACING = 9.37 X .71 a 6.65 O.C. ID ID i 60 90 100 120 PANEL SPAN - INCHES 4a 60 80 100 120 PANEL SPAN - INCHES 14 A C l H G J L l .� tPSQ�I RY TYPICAL EDGE DISTANCE IN WOOD 1 -1/4" NO REDUCTION FACTOR IS REQUIRED o N m N N ID N p w � 01 m ti W m (1 01 wID a al -7 m H w 0 CO 7 40 60 80 100 120 PANEL SPAN - INCHES 140 40 60 80 1 120 PANEL SPAN INCHES 140 40 60 90 100 1.20 PANEL SPAN - INCHES N N CD u1 c y 140 40 60 80 let 120 PANEL SPAN INCHES ANC OR ©= 1 4" 7 - N 1-3 4 EMBEDMENT 70 CONCR ANCHOR • 1-1 4' HILTI METAL HIT ANCHORS /NAIL PIN � 1' EMBEDM OR BLOCK CHOR QD Q 1 /4' RAWL CALX -IN, STAR TA,MPIN '£ OTALr.ANC. Q6. 411 CONC. ANCHOR ©— 114 S.M.S./LAG SCREWS I 1-1/Z" MIN PENETRATION. NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) ala 7 140 40 60 80 101 120 0 140 4 PANEL SPAN - INCHES 60 80 1 120 PANEL SPAN g INCHES USE CHARTS 1 THRU 10 TO VERIFY AN CHOR REQUIREMENTS AND SIHESS UMfTAT10NS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL N ID ID N m w -' 01 � w c v 01 -" 01 C N a t9 m L -' w O p m 0 esagg 7 140 40 60 80 10 120 m N m .0 7 140 40 60 80 100 120 PANEL SPAN - INCHES ENG4NEEt: HUMAYDUN FAROOQ PE 3 16557 5 1995 PANEL SPAN - INCHES APP '11 "J S CO'rIP! YINC 'Y ;TH THr SOUTi CUE _ D.4TF LUL i ' 1 99— BY PRODUST'COPITROL DIV ?S ;ON (J BUILDING CODE COMPLIANCE OFFICE ;CCEPTANCF NO9y - . 03 140 140 U C 03 c O co " u 0 ` 0 0 O O CC M J = z m W z Ld 0 Ca Z Q Z Ou) • 0 'C 01 d 0 m O 0 0 n x r a A a 8 0 Y 0 0 1 1 5 draw ng no. 94 -51 sheet 4 of 4 B I12.17.1141 BUILDINGS GREATER THAN 60 FEET HIGH MEAN ROOF ELEV FEET DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 27.2 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 40.6 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 20 29.5 4,3.0 30 33.1 46'6 40 36.0 49.4 50 38.3 51.6 60 40.4 53.6 80 43.8 48.5 79.4 110.3 56.7 62.8 102.8 142.7 100 46.7 53.2 86.2 119.1 59.3 65.7 107.5 149.3 120 49.2 54.5 89.2 123.9 61.5 68.1 111.5 154.8 140 51.4 57.0 93.2 129.4 63.5 70.2 114.9 159.7 160 53.5 59.2 96.8 134.5 65.2 72.1 118.1 164.0 180 55.3 61.2 100.1 139.1 66.7 73.9 120.9 167.9 200 57.0 63.1 103.2 143.3 68.1 75.4 123.4 171.5 220 58.5 64.8 106.0 147.3 69.5 76.9 125.8 174.8 240 60.0 66.4 108.7 151.0 70.7 78.2 128.0 177.8 260 61.4 68.0 111.2 154.5 71.8 79.5 130.1 180.7 280 62.7 69.4 113.6 157.8 72.9 80.7 132.0 183.4 300 64.0 70.8 115.9 160.9 73.9 81.8 133.9 185.9 320 65.2 72.1 118.0 163.9 74.9 82.9 135.6 188.4 340 66.3 73.4 120.1 166.8 75.8 83.9 137.3 190.7 360 67.4 74.6 122.1 169.5 76.7 84.9 138.8 192.8 380 68.4 75.8 124.0 172.2 77.5 85.8 140.4 194.9 400 69.4 76.9 125.8 174.7 78.3 86.7 141.8 196.9 DR. HUMAYOUN FAROOQ STRUCTURES FlA PE f 16557 60 FEET HIGH TR13 DOCUMENT 13 NOT VALID WITHOUT THE KICBOSSED SEAL 01 AN ENGINEER EMPLOYED HY AL-FAROOQ CORPORATION. NO POR110N OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WThOUT THE WRITTEN PERMISSION OF AL- FAR000 CORPORAT1ON (EXCEPT, HOWEVER, FOR THAT POR110N OF ASCE 7 -88. SET FORTH HEREIN). 1 �J N 1 9 1 97 � F SLOPE > ► ,AL-FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING - --1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 CMG ei C TS-40 1 ZONE B UILDINGS EQUAL-OR-LESS THAN 60 FEET HIGH 74( ESIGN LOADS -PSF EXP MEAN ROOF ELEV EV � F SLOPE > 1 C � Cif E _ <10 DEG. Z ZONE ZONE ZONE ZONE ZONE 4&5 4 5 4&5 4 5 FEET + - - + - - =rI 30.9 33.6 33.4 36.3 41.3 45.0 20 37.4 40.4 49.9 25 40.0 43.1 53.4 36.0 38.8 48.1 30 42.1 45.5 56.3 37.9 40.9 50.6 35 43.8 47.3 58.6 39.4 42.6 52.7 40 45.5 49.2 60.9 41.0 44.3 54.8 45 47.3 51.0 63.2 42.5 45.9 56.8 50 48.6 52.4 64.9 43.7 47.2 58.4 55 49.9 53.8 66.6 44.9 48.4 59.9 60 51.1 55.2 68.3 46.0 49.7 61.5 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. h NOTES: 50 WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7-88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 40 SQ. FT. GCPI FACTORS NOT INCLUDED 0 BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. NOTE: THESE TABLES ARE FOR USE WITH SHUTTERS WHEN INSTALLED IN FRONT OF GLASS. 5 Milk 1.e t\I Lip b , 1 /03./6 I • t a//d '. . toa.°3 Polo 011. kVi1 �/ w cP • SU13VT Y 01 4 L Th3 22 • AND 23 BLOCK 33 OF TUB AMENDED PLAT OF MIAMI SHORES SECTION #1 ACCORDING TO TH3 PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 01? TUE PUBLIC RECORDS OF DADS COUNTY FLORIDA ORRIS CIVIL AND CONSULTING ENUINEER AUGUST 28th,• 1951 i�1A1 }x 1''L0FUOA . t0 • 2 `� `Scale 2d N.t toot eY N I P A gang ' l: LOCATION • PLAN N. fl9 }h '3 Y oaks r: 380 it .l 1 hereby certify that the attached sketch of surv€fshows a true survey of Lots 22 and 2313100k 33 of the AMENDED PLAT OIL MIAMI SHORES SECTION #1 according to the plat thereof recorded in lat book 10 at, pa e 70 of the public records of Dade County, Florida, That the boundaries of the above described property . have been marked as shown on the attached sketch. That this property was vacant on August 27th, 1951. That the hedge is located on the 'test line of this property as shown. That the Sider elk encroaches on this property as shown. That there are no other, encroachments on this property. Signed,, this 28th day of August 9 . D. 1951 at Miami, Florida. �. _. -°. Registered Civil Engineer No. 321 _ • arr tt Land Surveyor No. 49 Mate of 1lorida !.I. 1B (A 1S OIv.L AN1) equ4'uT,TXI1G EN tNEER AUGUST 28tji .: 1951 MAGI V100.111QA SU VEY 01 22-AND 23 3LOCJ 34 O 11l AHMNDED' L .T 0 ? MIA :II SILQf . 0 SECTION # ACCO D1NG TO THE ?LA I %11.81140F RECORDED 'x11LL PLAT BOOK 10 ' AT 2AOF 70 OF TL E POLIO RmcoRDa ; OF DADE COUNTY' FLORIDA -I. 1 it 19 it N.t�. loci fh 6 mem N.E. 99 }h. 71 t .lxr LOCATION PLAN eca1 I": aso' 4 . hereby : Certify that the attached sketch of sury y shoes a: true Survey . of Lota 22 and 23 Bieck 33 of the AMENDED: PLAN OF: ! kII 8E011E8 S> CTXON #L according to the plat thereof recorded in plat book 10 at page 70 of the publio records of Dade County Florida. That he boundaries of. the above described property have been marked a4 Shown on the attached sketch. That this. , property was vacant on August 27th,, 1951_ That tIio_hedge is located On the West line of this property as shown That" the sidewalk, enoroaahes on this property as shown. That there are no other. eneroachrents on this property. 310edr 28th;; day of August n. D. 1961 at `;.iani, Florida. egist ©red .Civil Engineer No 321 it Land Surveyor No. 49 State o1 Florida • GL 7 SU Y! 0P L i 3 22 :MW 23. 3 LQCJ; 33 . or , HS AtinjDe UECTION #X AC'Q DINt .T4`TH 3 AAA T#iHB 0i - rt ORDED XUU: ?LA: BCOk .1 °AT PACER: `t 0 T1 E PUDLIG: RmCOTRDS DAD.K. COUNT'`( FLOIU1 1 A ; d 4 H { CA111110 , CIVUJ AID - COII $ULTI 14, FN1 1N EF} 'AUGUST 2Otii,• 1351 - 141Atl. 1•' On1DA INNINI Ea WRNS tooth 3T LOCATION PLAN eca3::ff . 1" • 3Go' he Deb cer tify that 'the attached; sketch or survey showa a ; t 'ue w voy, of Lot$ 22 and A20 Block: SS of the A ENDED PLAT OVA/Alit /Alit .SHORES 2FQfX11 according to the plat thereof recorded in plat hook 10 atr Pa a 70 of the publio ncords of Dade County, Florida ' . property r' �'ha �.. _ hQ �ounda�, ea off : tha � aiaove . described have boen, teak us )holm. on they attached sk©tcb •That th1 a property was vacant on ' August 21th, 1051. Tha4' t he ; hedge is located on the West line of this pro; erty as show Theft: the sideWaik onoroachea on this property as shown: -That thero are no other. encroachments on this pro, erty. t = 2$th, day or August; u D. 1951 at Ino •ids. ' ogistered Civil Fng/neer No. 321 *VI* it Land Surveyor No. 49 a to to or 1'lorida 4 � 1, APPLIED pCOSNC WALLS A O MIN 0 28 DAY B ROMPRESSIV ALLY PNEUMATICALLY STRENGTH OF 2500 PSI. 2. ALL REINF, STEEL TO CONFORM TO A.S.T.M. 615 GRADE 40. 3, ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. FILTER BACKWASH SHALL COMPLY WITH SECTION 5004 OF THE SOUTH FLORIDA BUILDING CODE, 5. NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK. WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DELITEROUS MATERIAL ENCOUNTERED 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 NOT 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 FROM 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. SKIMMER PRESSURE GAUGE AND AIR RELIEF VALVE ANTI - VORTEX MAIN DRAIN TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER X 48' MIN, aW MIN 4 POOL DECK a n 100 WATT LIGHT W/ LOW WATER CUT OFF DEVICE JUNCT. BOX TC FILTER O B E Q� PIPING SCHEMATIC N.T.S. 1 3 1t7 MAXIMUM SLOPE WATER LINEJ IN SHALLOW END MAIN DRAIN IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ #8 WIRE ELECTRICAL DIAGRAM GENERAL NOTES '--PUMP W/ HAIR & LINT STRAINER GLe,4M /,S/C/ IMPORTANT NOTE1 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. 6 5 LONGITUDINAL POOL SECTION N.T.S. SPST TOGGLE SWITCH WP MANUAL STARTER SWITCH 12V TRANS. 3- 12 IN 1/2 COND. 1' NON - CORROSIVE COND. NOTE' PUMP MOTOR ALL ELECTRICAL SHALL CONFORM W/ ART. 680 N.E.C. COPING TILE 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 DCONDITO I EMPLOYED. NOT PERMITTING ANY G T 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 CONTRATOR SHALL BACKFILL THE NOT SHELL TURBED. CAUTION. ILLSA L.LBE ACCOMPLISHE B TS- ACCOMPLISHED CLEAN SANDS FREE OF ANY ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90X OF 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. FOR WARNING' TO EMPTY R ANY OTHER REASON THE R- STATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR 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. 11. 4'X 6BOND BM W/2 - #3 CONT. WATER LINE \ \ • 4' TO 6; MIN VERTICAL 2' -3' SHALLOW END 3' -0' DEEP END APPROVED FINISH 6' MIN. HYDROSTATIC VALVE 1 1/2' WELL POINT THREADED PVC PIPE REMOVE VALVE ATTACH WHEN E SIZE & DEPTH CAPACITY PERIMETER PUMP FILTER TILE TYPE OF PATIO EXIT RAILINGS COPING TURNOVER �•. 4' CONC DECK W/ SLIP RESISTANT TOPPING <W /6 X 6- W1.4 X W1.4 WWF) ON COMPACTED FILL WITH ALL ORGANIC MATERIALS REMOVED < SEE GENERAL NOTES> SLOPE x x x #3 AT 12' O.C. E.W. BOTT. CENTERED 8 CONC. FTG W/ 1 #5 CONT. . COVER <CENTER) 4' TOP & 6' BOTTOM — W/ #3 AT 12' O.C. EACH WAY, STEELTEX FORM, KRAFTBOARD OR EQUIV. TYPICAL WALL SECTION N.T.S. < FOR DEPTHS TO 6' -0' ) //ao G • GRATE AND WELL POINT FROM MAIN DRAIN, AND AUXILLIARY PUMP LINE MPTYING. WELL POINT DETAIL POOL DATA & EQUIPMENT /4 0 „fL, 791- F gO #L • NoNL ANTI- VORTEX GRATE TO BE FASTENED WITH SCREWS 1/11. -A WE' $FZ /G!t 12 HOURS < MAXIMUM ) 3/4' ROCK BED ( MIN. 3 YDS. ROCK TO STABILIZE SOIL) N.T. 4 � - 5 r ELEVATION OF DECK IN RELATION TO HOUSE' N `ICI sTRaor i 1, B ✓` NOTOPtQ ltitAHAND NORMAL. VALE i LE tr.... Alar L,4 i 11 1,?'- /% 37,4 lLi:// 7"/Lop - it,WIAlu L /NI SOIL STATEMENT ON S1TE 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 COMPUTATIONS FLOOD CREST ELV. 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