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PLANSDESIGN LOAD, - PS/ SOUTE ML0R1DA BLDG. CODs (1909) CHART TO USE STANDARD EXPOSURE COASTAL EXPOSURE ELEV, FT. ALL BLDGS. BLDGS S 60' BLDGS > 60' INTERIOR END INTERIOR END 0 - 5 24.2 24.6 284 26.4 4111 5 - 15 29.7 '3i2: 35.1 32.4 51.3 15 - 25 36.3 37.0 42.9 39.6 62.7 25 - 35 40.7 41.4 481 44A 70.3 35 - 55 45.1 45.9 55.3 49.2 77.9 55 - 75 50.6 - - 55.2 87.4 75 - 100 55.0 - - 604 95.0 100 - 150 60.5 - - 66.0 1043 150 - 250 69.3 - - 75.6 119.7 ANCHOR CHART TO USE CONC. BLOCK WOOD A 5 2 - B 6 - - C 2 5 - D 5 - - E - - 6 . 0 . 640 J STAINLESS STEEL CLIP 12.000 f- 1.750 ' - 1.750 BASE 1.125 1.125 4.250 WALL MOUNT HEADER 6063 -T6 2" MIN. WALI, MOUNT ANCHORS - CHART 7C USE ANCHOR CONC.' BLOCK W000 A 1 5 5 1 - B 5 C 5 E 1 SEE NOTE #6 SEE NOTE #6 RETAINING CUPS 0 6" 0.C. POP RIVETS 3/16" ALUM. W/ STEEL MANDREL 12" 0.C. UP TO 70 PSF LOAD 10' 0.C. ABOVE 70 PSF CONCRETE ANCHGR ! CHART A 1 B 2 C 2 3" MAX. d = =, ttAbo f p CEILING MOUNT HEADER 6063 -T6 3" x 3" x .075 GALV. STEEL ANGLE USE CHART 3 FOR ANCHORS 0.187 x 2 3" x 3' x 7 ALUM. ANGLE 6063 -T6 USE CHART 4 FOR ANCHORS 1/4" RAWL CALK -1N (ANCHOR D) ANCHORS - SEE WALL MOUNT DETAIL AT LEFT 0.062 FORMED ALUM. CHANNEL 1' MAX. PANEL ANCHORS SEE WALL. MOUNT DETAIL AT LEFT d #8 TEKS 018" 0.C. 1/4" STUD W/ WING NUT do WASHER 0 12" 0.C. Z" x Y x 1/8' ALUM. ANGLE 6063 -T6 SEE SHEET Z - foe EXP ZttJ ON CF e ZOOE5 FOR ASCE 7 -88 WIND LOAD REQUIREMENT REFER TO SEPARATE TABLES 1 . ANGH R 0 1/4" TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR = #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 %2.' ENBCT MEy-1- CHOFt,Q BO , ?f 4' x 1-1/4" " HILTI METAL HIT ANCHORS ' 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR � 1 /4" BAWL CALK - IN W /TOTp L LiJC HOQ EODY INTO CONCPETE ANCHOR E©= #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (.;,c,....-,47) ✓1 1 V. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FL. BLDG. CODE 1988 EDITION FOR DADE COUNTY, 1992 EDITION FOR BROWARD COUNTY ALSO FOR WIND LOADS AS PER '`ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, & SAFETY FACTORS ARE iN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6, PANELS SHALL BE ALLOY 3003 -H16. STEEL PANEL MINIMUM YIELD STRENGTH = 40 KSI 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS PER CHARTS AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING OR STUCCO. 6, ALL BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL 7, THE DESIGN OF ANY PANEL AT A GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8, DESIGN CRITERIA FOR PANELS: MAX DEFLECTION 5 L /30 OR 2' 9, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. S EE DW G, A FC 94 - 0/ CONCRETE ANCHOR A B C 0 CHART 7 2 2 7 0 � V C7 Z () z � 0 � E-4 U a O 0 00 a ` 4 w Z Cr Z W r30 0 CL 00 d 3 -Ico 0i W Z ' w� 2E :1 6, 0 Sn n .d 0 0 v 0 Q i 3 3 r-. 1 drawing no. 95 -51 sheet 1 of 2 �� . \ \ \� ANCHOR SPACING ART CH 6 xuce -2 \\ j \I v \ 1lN1 ‘ IIIIIM - ANCHOR PACE j '41111111111 u. 2 I N J 5 m CCA MOMMIIIIIIII IMINNIMMIIII IIIIIMMIIIII IIIIIIIIIIII OMMINIMMIN IIIIIIIIM IMMOMMIIII N O J v7 0 60 .e 80 90 100 110 120 SLAT SPAN - INCHES LvI W O 1-29 -93 11111 XWCA-2 ANCHOR SPACING CHART 5 IIIIMIIIMEMI IIIIIIIIIIII 60 70 80 90 100 SLAT SPAN - INCHES 110 120 0, NV 0 2 ,m 1 mimosa" m 111111= I 111111111 I MIMI= 1 mmosammAid ANCHOR SPACING CHART 2 xFCB -3 3 N 60 70 80 90 lee SLAT SPAN - INCHES 6a 70 ea 90 100 SLAT SPAN - INCHES FIGURE A CLASS I BUILDINGS BUILDINGS ' NIIH MEAN ROOF HEIGHT LESS THAN OR EQUAL TO 60 FT. E - 20% OF MINIMUM 'WIDTH OR 0.86. ' WHICHEVER IS SMALLER, BUT NOT LESS THAN ■% OF MINIMUM N1DTH OR 6 FT., RESPECRVELY. FIGURES A St 3 SOUTH FLORIDA BUILDING CODE LEGEND E = ENO ZONE = INTERIOR ZONE h = MEAN ROOF HEIGHT ■ WAL EL EVATION FIGURE a CUSS 2 BUILDINGS BUILDINGS 'NTH MEW ROOF HEIGHT GREATER T1-IAN 60 FT. E - 10% OF MINIMUM *DIM OR 50% OF MEW HEIGHT, h. 'WHICHEVER IS SMALLER. ROOF PLAN IEYI%0 12 -29 -90 110 120 NOTES' ANCHORSI III II MIMI= III 11111111 Ell IIIIIIII OMB 131111 MI =NM= 1111 MEIN 1 MIMI= ANCHOR SPACING C1-ART 3 )FCO -1 N N 110 120 60 70 ea 90 100 SLAT SPAN - INCHES P 1 ∎ 9 111 IMEMMUMM • --n- = UU 12 ANC SPACE ANC,CR SPACING CHART 7 xFCO -3 60 70 ea 90 100 SAT SPAN - INCHES 110 110 1: ANY SHUTTER INSTALLATION MUST COMPLY WITH THE WIND LOAD REQUIREMENTS FOR THE PARTICULAR LOCATION. 2: USE PANEL PERFORMANCE GRAPH TO VERIFY PANEL MATERIAL AND THICKNESS REQUIREMENTS. 31' USE CHARTS 1 THRU 7 FOR ANCHOR REQUIREMENTS OND NEADE2/'51LL STYE.55 LIMITATION, OF LOAp %SPaN CCw40,INATION9 4: THE ExISTING STRUCTURE MUST SUSTAIN THE LOADS IMPOSED BY THE SHUTTER SYSTEM. ANCHOR A ' 1/4" TAPCON, 1 -1/2" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR B ' 1114 SM5 W /RAMC SCRU -LEAD SHIELD INTO CONCRETE 1-/e EMBED w'ENT' ANCHOR C c 1/4" K 1-1/4" HILTI METAL HIT DRIVE PIN5 1" EMBEDMENT TO CONCRETE OR BLOCK 120 120 ANCHOR D c 1/4" RA1L CALK -IN INTO CONCRETE ANCHOE 5oDYINT0 CO0C2Ere. ANCHOR E c 414 SM5 INTO 4000, 1 -1/2" MINIMUM EMBEDMENT ,SG M1..1. MIEWEMINIM `NOMINEE' IMMINIMOISOM IIIIIIINIMIN IMMIIIIMEMIN IIIIIIIIIIIM ANCHGR SPACING CHART 4 XFCO - 2 N r 0 O OW Qm J Z u 0 60 70 ea 90 180 SLAT SPAN - INCHES 110 120 PANEL PERFORMANCE CHART MMOMILIMM=MME;; MAXIMUM PANEL LOADS VS. SPANS MOMMOINIMMOM MOMMIIMMIMMEM MMOOMMIMOMME MMINOMMOMMEM MOMIMMOMOMMO MOMMOMMOMEMO MMIIIMMEMOMM MOMIMMINIMMO MONO 11 TIM 60 70 00 90 100 PANEL SPAN - INCHES 110 120 Z 0 a a 0 0 LL 1 J 4 z P w 1- 0 7 0 0 a Z ' CD 1".0— M m Q 1 m w 3 0 — w(A wN2a O El 93 -51 L eet 2 oe Z 1. B. FORD 1712 S. W. 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MOFFAT REGISTERED PROFF.SSIONAL ;..NLINER FLORIDA CERTIFICATE NC, •tasaratesmar • . 1 • _DA,,1 E 41(r_ 41, i . +; i :b • t • • • 4 .+,...»' ...,•• SOUTF .— - . yam - • -... mot. EU-ENT-V.1.1C N ES: ELEVATION. ' t • r ..._..�.._. • { L LE \//JiO\ . • -. - i • 7 • RE. 1D tk(E, fcw. GE .•• D. MOF FA fi EGIaTEUEI) PROFESSIONAL ENUIN E FLOE I!A CERTIFICATE No. 3243 3 c4 A,Yi ati . Y[ ;,•rt ` _ & r F .. 4 .o r -tXEtt` fdi 6,A J4 ar i '�,;jc�rtttEi } 1 1 CO, :l r t_Q : SA 'fit - t;cjr'k E;e5f!F1r . 1100 r 2..- EARIL: C",€ 1.4 c tZ` ` Y ,. U Getz As- �Y�t� { YF t am no 4 1 4z `.) 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