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\�- -R.219 R..269 ) 1.122 .000 4 185 3_709 5 .050 TYP. -H BLADE 60'53 -T6 uALE I.-- 2.438 5 1.3 Y0 .062 TYP �-� 1.947 LAT '5904 6063 -T6 t24J 1.810 3.595 -a, R.110 r'e�A LOCK-S '5903' 1.594 1.069 2.39 ALT. SILL 6053 -T6 2.965 ALT. SILL ADAP T E v 1.912 1.525 1.674 1 - 574 L R.268 SL c 6063 -T6 3.138 1 - 1 .938 1-x- 1.250 -�� -.125 TYP H.D. HEADER 5063-76 EADER 6063-76 I� l 3.096 1 .900 ro- 1 .2 50 1 5 3 6 - H SILL Q63-T 1.288 1.3 _052 TYP SILL ADAPT . R 1 .174 2.965 t- 1.406 ----r--1.374 -.062 TYP R.213 - Q259 --°' .050 TYP � 6 3.000 2.250 3 1 .000 90' END SLAT 6063 -T6 2.713 .501 2.000 -- r .062 RAIN -GUARD 5063 -T6 aoo .250 .056 / BOTTOM GUTTER / 5063 -T6 .125 1.750 - �{ FLOOR SHOE 6063 -T5 1.268 1 .000 9 ? 6.000 1.550 2 X 2 x 1/8" 2 x 3 x 1/3" 2 X 4 X 1/8 2 x 6 x 1 /5 AL,IVINUM TUH.5 50E3 -T6 5.000 0- C - 9 A te. A 9 -- C 0 TYPICAL ELEVATION 125-' 1 X 1 X 1/8" 1 X 2 X 1/8 2 X 2 X 1 /8" 2 x 3 x 1/8" 2 x 4 x 1/3" 2 x 5 X 1/9" 5053 2 -000 - °I -✓ 1 25 TYP 1 . 500 2 569 3 2.338 - .535 .363 .535 .078 .534 - 1 .333 3. 4 94 WALL MOUNT TRACK 5063 -T6 1 THIS PRODUCT IS DESIGN TO COUPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 200' FLORIDA BUILDING 000E. ALSO FOR WIN0 LOADS AS PER ASCE 7 USING CORRESPONDING LOADS 2 DESIGN CRITERIA FOR ALUWNUV, UINIUUU MECHANICAL PROPERTIES. AND SAFETY 7 AC7OP.S ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL LATEST EDITION. 3. ALL EXTRUSIONS SHALL 9E ALLOYS AS SHOWN ON DETAILS. 4 _ 5TrrL SUR TO 9E °LACED IN CONTACT WITH ALUMtNUU SHALL 9E GIVEN CNE COAT OF ZINC CHRO.ATr RRIvER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -545. OR 95 GALVANIZED. 5 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR ru9E0u5NT TO SASE VATERIAL SHALL 95 BEYOND WALL DRESSING OR STUCCO. 6 ALL BOLTS. NUTS AND WASHERS SHALL 9E STAINLESS STEEL OR ALUMINUM ALLOY 202 -T4 OR 7075 -T6. 7 DESIGN CRITERIA FOR PANELS: VAX DEFLECTION < L /30 rOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2 FOR POSITIVE PRESSURE 9 ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 9 EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERVATES BY USING ALUMINUU PLATE. DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL 95 CALCULATED AS PER REQUIREMENTS 0 ASCE 7 -98. ASCE 7 -93. ASCE 7 -95 OR ASCE 7 -98 AS REOUIRED gY PREVAILING BUILDING CODE. GENERAL NOTES DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING L+ ,.9E AFFIXED ON LOOKING VE■49ER ON UNIT THEAOC>r'WITH THE FOLLOWING STATEuENT. ' ROLLADEN INC.' HALLANDALE. FL. DE COUNTY PRODUCT CONTROL APPROVED" Engr OR- HulVAYOUN FAR000 STRUCTURES 'L.A PE N 15557 C.A.N. 3538 ANCHORS: EV9EDVENT & EDGE DISTANCES SHOWN ARE 9EYON0 THE WALL do FLOOR COVERING (STUCCO. TILES. ETC.) rRODUCT REVISED as complying with the Florida $aiding Coe Acceptonce Noo3-0 ?L. o7 E_pivnion oiro2 2 0 °t 1 • AA! Miami Dn 'i'cot!hct Control Division z O O � 1 J 0 w Z 0 0 0 J 0 r r `C! 96 -19 a) to a+ z O a 0 V J Crow,nq n0 L ( L sheet 1 o` j� Ee Ed. r '0 usE T.��KGl(KC :LOCKIw000 ANCHORS SAME AS HEADER WALL MOUNTS 1/4 -20 X 112' BOLTS V/ NUTS e 12' 0.C. MAX. SPAN= 1 20' 1/4 -20 x 3/4' FLAT TOP M.S. V / NUTS 2 12' O.C SECTION AT( X 2 x 1// ALUM A; clt"E Ed = TYPICAL EDGE DISTANCE. CONC. h BLOC)( = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X 2 x 1/8' ALUM ANGLE-1 Ea 1/4 MAX. ip 14 X 3' M.S. STAINLESS STEEL RAIN GUARD - OPTIONAL NON- STRUCTURAL Ed ALT. WALL MOUNT 5 f ANCHOR! CHART TO USE TYPE ICONCy BLOCK jW000 A 4 1 1 1 - 1 C 1 2 1 1 1 r1 D 1 4 I 2 1- t 1 1 - 1 2 E0. --4-- E0. SECTION 9-9 _ ANCHORS SAVE AS HEADER 1/4-20 X 1/2' BOLTS 1�c0_r0 V/ NUTS e 12' D.C. 500 DTA CELCDN BUSHING MAX. SPAN= 120 3/4' FLAT TOP 2 12' D.C. `A' Jn1 CHA T 13 USE r T `'PE I COvC,IBL0CK1w000 � L../ 2 1 - 1 D 1 0 1 3 1 I - I - I 3 FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5 FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. BOTTOM CUTTER OPTIONAL NON - STRUCTURAL INSIDE MOUNTS Ed DIE CAST 2AMAK ROLLER HOUSING Ed. - SECTION C -Q ANCHOR'. CHART. TO USE "'RS, CONC IBLOCK1w000 A 5 1 3 - C 4 1 3 1- D 5 4 1_ - 1 - ! - 1 3 MAX. SPAN =120 # 10 X 2 SELF DRILLING SCR. C 15' 0.C. 3 D 1 5 - I NOTE: HEADER AND SILL DETAIL CAN 9E USED IN ALL COMBINATIONS. 2 3 /4" v N ,- HART TO USE NO' 9'SOCK w000 A ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. TT ANCHOR' CHART TO USE T GQ,Nr.IBLOCK woo A• b 1" ' ANCHOR CHART TO USE I TYPE ICONC.l9LOCK1W0OD A 7 1 3 1 - ` C 4 1 3 1- D 7 1 4 '. - I _ 1 - 1 - 1 4 C 3/4" ( ANCHOR CHART TO USE TYRE CONC.19LOCK1wooD ( A 7 I 4 1- 1 C 5 1 4 ! D 7 1 5 1- I - I - 2 X 3 X 1/8' 2 X 4 X 1/8" r2 X 5 X 1/8' ALUM ANGLE SECTION D -D 1/4' DIA. BOLTS V/ NUTS e 12' 0; Engr DR. HUMAYOUN iAR000 STRUCTIJRES E LA PS ,P 1 6557 C.A.N_ 3539 F FB BUILT -OUT CONDmON 2 X 3 X 1/8' 2 X 4 X 1/8' r 2 x 5 X 1/8' ALUM ANGLE 1/4 -2 X 1 /2' BDL'S V/ Nu .S e 12' D.C. fi=r r —T MAX. SPAN= 120" 1 1 10 X SELF 3R!LICIVG SCR. C 15' 0 PRODUCT REVISED as complying with the Florida Bnidinn Code Accepi =nce .N.o 0 - 0 1 � 7 .o / Espir non ^Nte 021 - 7 7� M Miami Da:;. 2 rot!uct Contro3 Division Z � O < O a Z . Vi J z '1 ©Zjr1 O < < CL N.- in 0 J 0 D • O E r� _ w �C) U o D 9 Z O u_ (11 — CO " 1 w Z Q LLI Q - 0 Z 0 5Z,, o -1 to O rJ O U —1 0 _0 CO N z z N - O Drawing no. C 96 -19 (_sheet 2 of J 3/ Ed MIN. SEPARATION 4-1/4 - ONLY THIS CONDITION Ed 3/4 r i r i L ANCHORS SAME AS HEADER 1 x 1 x 1/8 i X 2 X 'i /8 2 x 2 x /9' 2 X 3 1/8" 2 X X 1/8 `2�A�5 X 1/8 ALUM ANGLE AS REOD. AT BUILT -OUT CONDITIONS 10 X 1/2 TEKS - OR 3/16 POP RIVETS 18 O.C. WALL MOUNT TRACKS END CONDITION AT BUILT —OUT 500 DIA. CELCON BUSHING Ee MAX_ SPAN= 120 A 14 X 3 M.S. STAINLESS STEEL Engr D HUMAYOUN AROOO STRUCTURES 'IA. PE $ 16557 C. A.N. 7538 90' 1 X 4 -1/4 X 1/8' MIN SEPARATION / ALUM FLAT PLATE 3- TYP. INSIDE OR OUTSIDE EXCEPT AS NOTED FOR WALL MOUNT TRACKS SOLID 1/2 DIA. ALUM. LOCKING ROD LOCK HANDLE CAN 9E INSTALLED INSIDE OR OUTSIDE w CORNER 0 0 w CORNER 0 in z u CO R N ER DET SECTION _ —E 1/la" -20 S.S. THUMB SCREW OR MACHINE SCREW ,7 14 S M .S. 2/ V.S. FLOOR SHO GLASS I51 1/4 o TAPCONS 2/ CHANNEL #10 x 3/4 HEX TEKS © 12- O.C. 2 2 X 1/8' LUM TUBE (5063 -T6) FIXED CQRNER DETAIL Ed ANCHOR A.C.D OR E 0 12 0.C. 2 X 2 X 1/8 2 X 3 X 1/8" 2 X 4 X 1/9' 2 X 6 X 1/8" ALUM TUBE (6063 -T5) #10 x 3/4' HEX TEKS 3 /ANGLE 1 -1/2 x 3 x 1/9' ALUM ANGLE TOP & BOTTOM 1/4 0 TAPCONS 2/ ANGLE rR )Dl CT 1:£V:S£I as complying with the Florida Adding Code - 0123. Accep:aflce No 0 3 Expiration Date 0 HQ 7 Sy Miami Da. roduct Contra Division 8 10 tr n w z r•-) �Q�"'l o °`0 _co • in O o- c wcj • w L(NJ ▪ w N Z � , U n Q O ZN — ,� f w ^ .� cn z O_ 0 0 v O < ) C 0 o < o W L' U _ Z O L` — 03 _ I Z - r-- L J — < a z 0 < Z - O ,n < ,- ) draw ■ng no. 95 -19 3� i S �cn � .., 5 I ANCHOR SPAC :Nu INC.-,Es ANCPQR`iJPTD 40 PSF [TO 70 PSF K 1wO0DICQ N C'9L O Cw1 w00U A ' CQ3Ct9LO CS, i 11 i 7 i - 1 5 i 4 I - D 1 1 b 1 7 I - i 9 1 4 j_ - L- I- I 14 1- 1- 1 5 a EXISTING WOOD TRUSSES ®, 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 2 X 5 X 1/3 ALUM ANGLE CONT_ (3) # 14 S.V.S. 0 EACH RAFTER 2" MIN. PENETRATION II //I1.I / / /,O / /IANIA /I / /I. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = -123 MAX DESIGN LOAD = 52 PSF 1 -3/4" MIN. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. ,1\ 1/4" PLYWOOD EXISTING SOFFIT 1/4" THRU BOLT w/ WASHER k NUT A 6" 0.C. L 2 x 3 x 1/8" 2 x 4 x 1/B 2 x 5 x 1/8" ALUM. ANGLES $10 X 1" HEX HEAD SELF DRILLING SCREWS 6' 0.C. u 13 X 2" SELF DRILLING SCR. 0 15" O.C. 3/4" n y 14 X 3/4' TEKS 0 12" O.C. 1" X 3 -3/4" X 1/8" CONT. ALUM TUBE (3) 1/4" o X 4" LAG SCREWS 0 EACH STUD W/ 2 MIN PENETRATION INTO EXISTING STUD GLASS WOOD HEADER REQUIRED WOOD STU 0 24" O.C. REOU ED INSTALLATION DETAIL ON EXISTING WOOD SUCKS Y. r MAX. SHUTTER HEIGHT = 5 FT• MAX. DESIGN LOAD = 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 Engr: DR. HUUAYOUN AR000 STRUCTURES FLA o 2 16557 C.A.N. 3538 FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN PENETRATION TO EXISTING WOOD HEADER 2 X 3 X 1/8' 2 X 4 X 1 /B' 2 X 5 X 1 /9" ALUM ANGLE 1/4 -20 X 1/2' BOLTS WI NUTS e 12» D.C. FASTENERS SEE SCHEDULES ON SHEET 2 2 X 4" CONT. W/ (3) 1/4" e X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD PRODUCT REVISED as c(unplving with the Florida $aiding Code Acceptance Not O 0)23.0 Ezpiration Dete O o Lv Miami Dad Division cunt Control J_ W Z O 0 (J U Z c 0 0 a� a c tr, U.a2 L crewing no. 96 -19 she et 4 o' 5 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY 1 !-1 erRG tTH THE rACTOR BELOW ,,,....-- EDGE DIST. 1124 =3 10d =7,f 1/2 19d =2' I5d =1 -1/2 ;5d= 1 -1/4 - 1 PAUL' 4..L40. ✓0 .55 I 0.71 I 0.57 ( 0.50 EXAMPLE: FOR 3 EDGE DIST. SPACING = 12 0.C. (rR0V CHART) FOR 2 EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. l ` � l l ► 1 ► N I (ANCHOR CHART 3 0.0N ] ' NCHOR CHAR T 1 SON L 1i. I . 1! 1 ‘ / ' 1 11 „ 11 ' (- 1 l6 � � SiAClE I 1 1, 1 h 7 iZT� 1 1 i-1- E 1 /I' \ f I I N.. I \ I 1 i \ 12 4NCFS _ 'AGE - 1 1 I 1 I 1 7..E 1 I f i \ I \ .. — I 1 \ I 1 ! 1 l I 2 ` ` I L `P' A G E I 1 _, I 1 Yrr� -r I TTTT� � II • 1 2 1 I IIl _. 1 ,1 �TTTT [� - -_ ,„,c, r , IN Z U Q j ACS ( --- ' -- -1-----,s, ,... • . l l ` � l l ► 1 ► N I (ANCHOR CHART 3 0.0N ] NIG i - 1 1! 1 ‘ / ' 1 11 „ M ' (- 1 l6 ANCHOR - SiAClE I 1 1, 1 h 7 iZT� 1 ' 1 /I' \ f I I I I 1 i \ 12 4NCFS _ 'AGE - 1 1 I 1 I 1 7..E 1 I f i \ I \ — I 1 ' 1 I 1 ! 1 l I 2 ` ` I L `P' A G E I 1 1 n I Yrr� -r I TTTT� • 1 2 1 I IIl 1 ,1 ANCHOR Cr -+ART( 6 {1 1 � � l l ► + i ► N NIG i - 1 \\ ‘ 1 ‘ / / ' „ M ' (- \ I - 1 N 1 1, \ , ,' 1 ' 1 /I' \ TITT I I 1 i \ 12 4NCFS _ 'AGE 1 1 I .�r� I 1 7..E N - 1 i \ I \ — I 1 ' 1 I 1 ! 1 l I 2 ` ` I L `P' A G E I 1 1 n I Yrr� -r IIl 1 ,1 ANCHOR Cr -+ART( 6 {1 1 � � l l ► ► N NIG 1 \ \\ ‘ ‘ / / ' ' \ \ - - 1 N Nd' \ \ , ,' I I 1 1 1 I 1 1 1 1 1 I 1 ! 1 l I 2 ` ` I L `P' A G E I 1 1 n L7 am 42 50 . 521 72 SLAT 8O 92 120 112 120 SPAN - INCHES 50 60 72 SLAT 9 0 92 100 112 122 SPAN L INCHES til F W Cc D L') W a. Lo Z sc ~ U Lel L0 t d In 9 0 L (ANCHOR CHART 2 oLON 2 1 \ 1 1-1;18 SAC 4 21 50 62 70 80 90 120 112 122 SL AT SPAN - INCHES 50 60 72 90 SLAT SPAN 92 120 112 122 INCHES Ln 9 51 C1 40 50 60 70 80 92 120 112 122 SLAT SPAN - INCHES N 12 Ln 9 L'1 U1 ANCHOR CHART . ._. ^LAN '... .... 40 52 62 72 90 92 122 112 122 SLA SPAN - INNCHES ► 11 1 1 6 1 1 1 1 HOR C. FART 4 D NiN 1, 40 50 62 72 82 92 1321 112 122 SLAT SPAN - INCHES TAPCON BY ELCO. 1 -3/4 EMBEDMENT TO CONCRETE 1- 1 / 90 OCK ANCHOR a= 1/4 X 1-1/4" HILT( METAL HIT ANCHORS WITH ZAMAK 90DY OR RAWL ZAMAK NAILIN 1' EMBEDMENT TO CONC. OR BLOCK :NCHOR ( ) = 1/4 RAWL CALK -IN, STAR sTAUPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK = #14 S.M.S. LAG SCREWS NTO WOOD. (S.C.= 0.47) 1-1/2" MIN. PENETRATION. NOTE: ANCHORS. USE FULL EU9EDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) ANCHOR D Engr: DR. HUA4AvOUN C STRUCTURES ;IA PE 4' 15557 C. A.N. 3538 TYPICAL EDGE DISTANCE IN WOOD = 1-1/4" NO REDUCTION rACTOR IS REQUIRED 2003 PRODUCT REVISED Es complying with the Florida guiding Code Acceptance No o3 - o/23 .07 Eapirat Date 02.2 7 1 RS $v i i, .; L Miami Dad oduct Control Division CL z 0 Z N z O U < O a . r 1f O (n N. U w n Z j 1 0 O n O o co ry , _ I W (i N • w Z 5.) < 0 Z N - N J L11 0 W D Ln Z 0 o O U U 0 c 0 0. U v 0 N crowing no. 95 -19 F1 ee 5 o '� J r v 4 ( 1 1- 1 l3 2 t.) ryAi?f / » '.!• .� IJ (1 �i � Ip [ ( 1 ; 3 ..r;' 3 i C, 0 0 ' ( S, 1 \\ r \ ;:„ r � J 1• er le t s r J i � r p / t) 1 A) 6; k \ /'U '.; /) L_ /f' s ( ) ( •! :t 4 .1 '6F 6 9, /t t) °•/ /10 f 1 k - - - -- t J N 1 r / r9' • '( t !/ •" (! 1! O' S . rd fl 1. f.`tSUA.1rii .11.L aUarL Y _u.; i .14 ii E , /'Y Fl ;3F.; % ; :1:3, +�'1y�i�1;t '.'1rFar1! . 3 ", 10.: & '3£AL '2J1(;1 ,'5';1'x&_ r �. 1 .t;15. ALL Rr(URN :1I c +:.r�; .,{'� rl;i3r cv 31Ja )uc r �. r ,"aa! ter iv ALL iliterArq'J 1A 1. VERIFY .'1!.! Ol. ^.4Vi73∎' i•j ,1 t+) l:'):1C1r14;r3 3( .1 :U3 1(4 I :i j 41 A ;)1-. it ()OA, //( /. % 1 )i1 ,'r' ( i) �r J; - � %� I _) , t I �: ('f_' . 3 L i' 3 ' /� �J!` ; I;.'ar 1.,11j'AJ R14,7 t)) ttr ,'i'. l -. T) y 1= I? 1 Of. ?a ril :, I `n r )t) . .. t)' 7I �` f : + r ) Gi? :y? /1 - (:) . ✓': J„ ) j /• , t.r I� i�' t <,) A }e .t. 3....... I �� . - .. -. 3 =1 jura,•t �?. 3 .( -' I ...... ...... :.... ,..__......... 1)" ,3 V" rt. I r? c.... ,' , . 1 • , v ) , - - * ; / ; ) t . ) ll o r+ ;.? 4 f 1 / 4. : /t } ��.,L./ { i /i? NOJ. ' ` • alb`•)(;) r1ry(F "`.); /, ':;r'-) 7 , ,:� ; � (7, > ( ? /) , N f)) NJ ! 5. ,r r / ' / ' . d , 4 / , ) ' 1 I AJ ri i i} ) 4 -J 1 $, Pr' c../ 6 //f)/ _ , f`'t r�r-''.i l v) $E \ kS, ; I); K & tomO. 11 1 142 3 " 7 / I s? �' ::o': "_-.i�?•ij� �t1t11 ?*t . fl.ttr:G:f1 e.]� "t -.I s .1s .lrciuctst sl,f riSri.at -:t "t Q'tx:,"ti;At.3 4_ fa=- 441A /a • }f All butlatny r•arilat :vas ;b, 4.a. or $ aafitAta3 titrahl. All reiitforcc4 eat tis.i ` l'>J1 if !, . kcttii,l '.v itt.lg �CbR ifdt't I:.0 l.'t.t4.7{• i=� - =1 = '.taia<14d :3f�rL i41lp. tlrl L. numi1'(DL i � CONF)I fIONIM( �1� r /l .r: ,f �; r / r_ , .; „ �� - 4 -/t" —;mss 1. B. FORD 00. 1114 W. Flagler Street MIAMI 33, FLORIDA Phones: FR 9 -3508 FR 1 -0021 16 i r o ,2 h8 '/ ,. ! 4 3 2 - 27 \ --- \‘ s- .0 �l ii i 9 i r I - J ' m ' � ` �' i p1E � f ?rS aA �S C3DER NO, &) '3 �O r f77` /r /:5- o 2S :SURVEY CF 110; EASP 18,M3, LUt 12 AND ALL CF L Ot 3 13 4 a1i c LOf 15 LF :33 ME FA :31 9,COt tt., BLC 2 3 BFLVIDF'i PA RK According to the Pint thereof u3 recorded in Plat Book 16 . ut Page r1 Public Ilecorda of nude County, Florida. For DEAN CTAU::Si N Date i1ARCH 3, 1962 364:42 1 IIEI2E 13Y CERTIFY that the attached sketch represents a survey made under my direction and is true and correct There are no encroachments except as shown. REGISTERED LAND SURVEYORS 421 STATE OF FLORIDA ,% t M rr 1 LITik )iW . com • VLOUIDA ROOM 701 1351 N. W. 12TH STREET MIAMI, FLORIDA, 33125 TEL: 377-6911 Mr. Frank Eddleblute Miami Prefabricated Truss Co. P.O. Box 24 Opa Locka, Florida 33054 Dear Mr. Eddleblute: F3UILDING AND ZONING DEPAR'TMEN'T June 12, 1967 This Department has reviewed your request of June 9, 1967 pertaining to Wood Trusses carrying air conditioned units and find that we can approve for your firrn those Anchor Lock Engineering designs which have been approved by this office to carry 100 lbs. per truss when the allowable clear span for the truss is reduced one foot under the following conditions: 1. The air conditioned unit shall be suspended from the top chord of each truss by an approved manner. 2. No webs, chords, joints or plate sizes are to be altered or relocated. 3. Drawings shall be submitted showing total weight of the Air Conditioned Units, how it shall be suspended and the number of trusses that shall carry the load. Yours very truly, AD A. T. Strother Product Control Supervisor ATS /s 1 1 1. 65' 5Y•••11.1 ZI CA.1_ AeaCNOT `t E.KCE-PT' s '4O'4/ '.I -•-•- fstoc * 0yr-1;4-Ave ce XIZCs ttCf• Nee 2A .00.11-'5,IT tiArt.A SCINCATIOS5-MNIMU. kSOLii2Ski,S.1.5 1 AVJAAAA 1 SPIK•!'S A. V4A44 -7-.afici.11-MAIE-1 •U- c Pi,} 2.C; k) i .1 fx):// /P4/ P//V.C. 113 5041550 ?.4c 5 E. Q !! ,- Ni E. 11G0011350 . . • • OVEZALL SPAY 1 Z -----,.... v I 7 4O 572S,S$ ZIAGOAM scALE.1".?cr,oll 11 ‘.) 2 2 Ljt LON:" •rotn. c.4.3Q r • % A taCr'rc.: jc,....er:s o..1 -4 - r GA5t.5. S e•E •.1 %fa, 0.4.1., wisT•A T.ItS 12 .S 15, CAT; 'cc. AT !No.{ TOM C#4%.D •"› C. 1 0 - 45 Pt. 0 C44020 e505 Pl c" Tor*.t. vs.tiG is USE-P. GW *SPAN NA/14-t. co" 41&i Aia 2 2G*-8 1-1 PG1ZDEZ 110 .1. ypE (4 * crnts? :C ■'••• • A f 1 • I I Rt 81 : 1 11 • I L t 4-- - : • _ 1. • T11 t , ito71,2*-612o '2*-omot tacrrc.- c 0..rtg_14,4t_sr's CAA t. .5 4 Of_ or . revss v/,',‘,.(1,4A.■t..-, 2.4 P.Q:". 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