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810 NE 100 St (7)■••••■•. J.re t - scALE. 11 FLOO12._ !PHI 1-71 5 LT R.,00m JOSEPH J. DEE3RITA-A.!./.. ARCHITECT :128CS WEST DIXIE HIGHWAY NORTH MIAMI - FLORIDA, ITEM # DESCRIPTION PART # QN- REQ. 1 POLE SECTION 990062 3 2 EXTENSION ARM 900751 1 3 BACKBOARD SERIAL # 1 4 GOAL, BLACK OR RED 1 5 BOLT,HEX —FLNG 5/16 -18 X 2" 203104 4 6 WASHER, 1" OD 203309 4 7 NUT,HEX —FLNG 5/16 -18 203100 10 8 BOARD STRUT 990438 2 9 BOLT,CARRIAGE 5/16 -18 X 1" 203001 4 10 WASHER, 5/16 FLAT 203218 8 11 BOLT END COVER —VINYL 200516 2 12 BOLT,CARRIAGE 5/16 -18 X 1.5" 203217 2 13 SPACER,FLEXIBLE. R.U.B.BER 203291 - 2 14 BOLT,HEX —FLNG 5/16 -18 X 3." • 203291 2 15 `POLE CAP —. PLASTIC. 207103 1. oiD rte" ,o 0 POLE MOUNT , •c, r-- Eic) A WARNING 1. P/N 202024 09/15/92 NET Check your pole system twice a year for signs of corrosion anywhere. If you can see rust or damage : follow the steps below to stop the corrosion or replace the pole if necessary: POLE CARE and MAINTENANCE Your Huffy pole system has been engineered and manufactured of high quality steel tubing. Each pole section has been individually powder coated for quality and durability:- . . - The life of your basketball pole depends on many conditions.' The climate, placement of the'pole, the location of the pole, exposure to corrosives such as pesticides, herbicides or salts are all important. The instructions below explain how to make your basketball pole system last - longer and. how. to avoid sudden pole failure which may cause property damage or severe personal injury. KEEP ALL ORGANIC MATERIAL AWAY FROM POLE BASE (grass, weeds, leaves, litter). 2. Locate areas on pole that have chipped paint or visible rust. 3. Using sand paper or emery - cloth, remove rust and loose paint completely from affected area. - 4. IF RUST HAS PENETRATED COMPLETELY THROUGH THE POLE ANYWHERE - REPLACE THE POLE I 5. Clean the affected area with a damp cloth and allow to dry. 6. Apply an exterior enamel primer to the affected area and allow to dry. 7. Apply two coots of high gloss black enamel paint to the area, allowing paint to dry between coats. See instructions on paint can for more details. Page 4 PLEASE READ ALL INSTRUCTIONS COMPLETELY BEFORE ASSEMBLY This pole system has been designed to provide basketball enjoyment at regulation playing height of 10 feet (playing surface to goal rim). If the playing surface is not level with the ground around the pole, please follow pole instructions carefully or rim height may be SHORT of 10 feet. BEFORE YOU DIG I A WARNING � Underground power, gas, water and telecommunications lines can cause outages, injuries, or even death when exposed or damaged. BEFORE YOU DIG — contact local utility companies to locate - buried lines. OR check your phone listing for a one —call center that performs that service for several utility companies. TOOLS REQUIRED: 1. Carpenters Level 2. Eight Foot Step Ladder 3. Two(2) Open End Adjustable Wrenches 4. Tape Measure 5. Shovel 6. Containers to Mix /Pour Concrete CONCRETE REQUIRED: IMPORTANT ! FAILURE TO FILL YOUR POLE COMPLETELY WITH CONCRETE AS DESCRIBED IN THESE INSTRUCTIONS WILL VOID ALL WARRANTIES WRITTEN OR IMPUED. PARTS: MODEL NUMBER BOARD SERIAL NUMBER: Find model number on shipping carton end and board serial number on back of board. Please take time NOW to note these numbers for future reference. HUFFYSPO RTS A HuffyCompany 3 PIECE POLE, EXTENSION ARM BACKBOARD and RIM NOTE: At times, assembly of this basketball system will require two adults. Three would make the job safer, easier and more fun. Approximately 900 pounds (dry weight) is equal to 7.1 cubic feet of wet concrete. Concrete is a mixture of cement, sand and gravel. YES, 900 LB (dry weight) IS REQUIRED to balance high forces encountered during normal play. Remove the contents from the carton and carefully spread them out on a flat surface. Check inside the pole sections for the struts. Compare these to the parts list, size guides, and illustrations. We apologize that even though great care and effort have been taken, occasionally errors may occur. SAVE TIME 1 DON'T GO BACK TO THE STORE I CALL FOR FRIENDLY SERVICE When you call you will receive even quicker assistance if you have your model number and instruction sheet available. If necessary, new parts will be sent within a few days. SAVE TIME l DON'T GO BACK TO THE STORE I CALL FIRST I TOLL FREE CUSTOMER SUPPORT 1- 800 -558 -5234 2021 MacArthur Rd. Waukesha, WI 53188 P/N 202024 09/15/92 Page 1 FILL TO HERE WITH CONCRETE DIG HOLE / POUR CONCRETE 14 IN. MARK GROUND DRAIN HILL BUILD UPS 820# CONCRETE BASE 2 FT. DIA. POLE INSTALLATION AND ASSEMBLY P/N 202024 09/15/92 LJ 6 IN MINIM USE CARPENTERS LEVEL TO SQUARE POLE IN ALL DIRECTIONS DRAINAGE HILL 6 IN. MAXIMUM DISTANCE TOP OF HOLE TO PLAYING SURFACE AXIMUM 12" CENTER OF POLE PLAYING SURFACE Q STACK / BOUNCE THIS OVERLAP IS CRITICAL. ONCE THE POLE IS FULL OF CONCRETE IT IS VERY DIFFICULT TO CORRECT. As the poles overlap, the bottom of a pole will come closer to the 5" mark at the top of the next pole. BOUNCE poles until they don't move closer together — THEN BOUNCE THEM A FEW MORE TIMES — UNTIL THERE IS NO MORE MOVEMENT !! After bouncing two poles together, stack them on top of the one in concrete. Use a block of wood as a buffer and POUND, POUND, POUND — UNTIL THERE IS NO MORE MOVEMENT !! (see ® next page) Due to variations in processing, this 5" mark is a REFERENCE POINT. Your . goal is to get the poles to fit together as tight as humanly possible. Measure after each bounce or pound. When there is NO MORE MOVEMENT toward the marks, FILL WITH CONCRETE. 5 " -, MARK 5" MARK EXTENSIO SCRAP WOOD PUBLIC WOR S MICE DEP: RTMENT BUILDING DI ECTOR PLE.NNIING : ZONIi:G B0''• . VILAGE CO NCI! 'RELIMIN RY: REMARKS CO +IPLIANC BY MIAMI S SU3 CONTR ING REGULA :1ENT 4 O STACK / POUND 5" MARK TOP BRACKET ARE APPROVED FOR ISSUA'JCE OF A BUI ARIANCES 0 WITH VARIA LISTED IATIO 'F rQ1°ARKE r, "t•,1 ti "IRES BUILD ILL Bbtmp4LT.p. UNLESS SF ECIFICALI' P' ICABI_E STATE AND COU 1 LAWS MU PARTIES. 5" MARK . OVERLAP AppRONAt 0 FINAL' concrete has cured before stacking and pounding. P/N 202024 0 0 f- Auto "ed Signatl 1- 0 m 09/15/92 e DING PERMIT N "REMARKS" JG LIS BE T BE COMP WITH T E SOUTH FA BU E AS AD � ,� REOU {RED TH EC GE T, CTORS ORES ARE VIL GE 0, IONS WHETHER OR NOT SPECIFICALLY II`JICAT Date a UT / BOARD Page 3 • • •.• BRIM► . • • • ••• . ••• • • - a. FGLJ,vd y4' .::. 75 - ot� .r. • • • - 01--i / -3/5 • • • •• 1 • •• 4 •• • • • • • •• • • ON "Z" tl �Ot/NO 3/4 ' , I0 11 , u AI , .N 77 (2. ; 041. • - •• • • • . • • • �• • . • • • •J k o c,4 T /o/v ////,q, /✓. T. S 9 9 775 STRErET q V 021.006 BY - ( -1 k L t Not valid unless embossed wild Surveyor's Seal. ( ri A BOUNDARY SURVEY hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the =Board Surveyors pursuant to Secti6n 47 .' 27, Fla. Stat tes. There are no en chments,ov aps.easements ap ing on the other than as sh. 'n hereto. Fla. Reg. Land / S eyor No "t32 7 a./ vs This property described as: Lot 9 and The East / of Lot 10, Block 169, SECTION NO. 8 OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 14, Page 33 of the Public Records of Dade County, Florida. 'Note: Underground encroachments and utilities, if'any, not located. Fence ownership by visual means only,. legal ownership not determined. FLOOD ZONE: X Certified To: M and M Title_ Services, Inc., Commonwealth Land Title Insurance Company, Robbin, Daniel and Josephine, S and E Mortgage' Corp., its successors and /or assigns 'and J. I. Kislak Mortgage Corporation. PROPERTY Of: Robbin, Daniel M. and Josephine, 810 N.E. 100th Street, Miami Shores, Florida 33138. LANNES and GARCIA, INC. M. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 z 0 , w W 2 z 0 a A of DATE G /2 5 r,�3 j SE DRAWN I, 'I Y d 1 193 -397 CVERTICAL OR HORIZONTAL) 1/3 SPAN , 1/3 SPAN , 1/3 SPAN (SEE NOTE N 6) I =C =C3DC =..= a S 0 :DICC C ==C=0 / L9 N311 ➢=-= 0 CZC= e =C a =O a I (SEE NOTE 1 6) SHEAR FASTENER e 24' O.c. EXISTING STRUCTURE 225' N.T. . Ql STORM PANEL SCALE 13' -1' -0' PRODUCT MARKING LOCATION 2.w 13.00' 14.23' VIDTH UNLIMITED (PERP. TO PANEL SPAN) OVERLAP FASTENERS TYP. (SEE NOTE p 6) SECTION pm. AL. ANGLE CLOSURE PIECE 1' x 2' x .055' MIN. TO 2' x 5' x .055' MAX. 223' TYPICAL ELEVATION TOP MOUNT. PRODUCT MARKING (OP T10NAL LOCATION) STRAP L FASTENERS (SEE NOTE • 6) PLAN VIEW BOTTOM MOUNT. EXISTING STRUCTURE 0 N SCALE 1 3'• 1' 0' ® 'U' HEADER 1' MIN. .062' OVERLAP PLAN VIEW SCALE, 1 -1/2' • 1'-0' ALUM. STRAP TYP. (SEE NOTE 0 6) 0 11! .125' TYP. 5.00' 3©'EAB' ANGLE ® ANGLE SCALE 1 3'. 1'- 0' SCALE 1 3'■ l'- 0' NRTF G 1. THIS SHUTTER SYSTEM 'S DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. AND THE 1994 BROVARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -BB 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL PE 5052 -H32 ALUMINUM ALLOY, 0.063' THICK, VITH AN Fy (BEFORE ROLLING) OF 27 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANE VITH A MIN. OF ONE MARKING PER PANEL (SEE STORM PANEL DETAIL W1 FOR LOCATION), AND .SHALL BE LABELED AS FOLLOWS D H P C O FT. LAUD., FL. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND VASI-rIS SHALL BE GALVANIZED OR STAINLESS STEEL VITH A MINIMUM Fy = 33 KS1. 6. ALL PANELS VITH SPAT.; GREATER THAN 60' SHALL BE REINFORCED a 1/3 POINTS WITH A 0.087' x 2' ALUM. STRAP (SEE TYPICAL ELEVATION), STRAPS SHALL BE MOUNTED HORIZONTALLY BEHIND THE FULL WIDTH OF THE PANELS AND FASTENED e EACH OVERLAP AND 0 EACH END W/ 1/4 -20 x 1' SIDEWALK BOLTS L DIE CAST ALUM. VASHERED WINGNUTS. FOR PANEL SPANS 30' TO 60' STRAP MAY BE AT MIDSPAN. FOR PANEL ' LESS THAN 30' STRAP IS NOT REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFZAtTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPEC FICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSE ? F(i" IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202 WITH DESIGN LOADS AS FOLLOWS - POSITIVE DES?:G,i LOAD 72 PSF - NEGATIVE DESIGN LOAD 72 PSF REFERENCE CRL TEST s 51017 AND S1017a. 9. A YARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT '!I'FER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY I!1 TALLED. 10. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY ?E MOUNTED HORIZONTALLY WHERE APPLICABLE. 1 OVERLAP AL. 'NGLE CLOSURE PIECE 1' x 2' x .125' MIN. TO 2', x 5' x .125' MAX. 1 -1/2' MIN EXISTING STRUCTURE m m © WINGNUT SCALE 1 HALF SIZE SHEAR FASTENER e 24' O.C. t - MIN. .083' ©KEY HOLE WASHER SCALE 1 HALF SIZE APFZO'VED AS COMPLYING WITH THE SO1:T1 FLORIDA BUUiLDING CODE / 5 p T. r (CJ 1 � -3� d1 PRODUCT CONTROL DIVISION BUILDING CODE � OFFICE ACCEPTANCE. NC.Q5 315 • v i PROFESSIONAL ENGINEER V.J. K " E 1 H Ft. License •1 _0010983 ! /1965 date N a 0 • n .-. CC in Z >J In GO a 3 Z ^ I W WIC WON v Z = ,.., Z x z�- W NO 20. 0 U J Ld z CL 0+ 0 Ld z ¢ Ga • CO z " j Ct z 4 ¢ w¢m 3 3 J In o W - J J 0 r a L u a 'a >, a, 0 m jj u t drawing no. 94 -118.2 sheet 1 of 3 1 .063' ALUMINUM STORM PANELS 1 PRODUCT TESTING REVISED DEFLECTIONS COPYRIGHT GLASS OR DOOR ANGLE TO VAU. DETAIL GLASS OR DOOR EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 6 BOTTOM EXISTING STRUCTURE O WALL MOUNT SECTION SCALE ' 7= 1'- 0' EXISTING STRUCTURE 1/4 0 RAVL CALK -IN e 13' 0.C. (SEE ANCHOR SCHEDULE FOR DIA., EMBED. OR ALT. TENSION FASTENER) 401E THIS DETAIL MAY BE USED AT TOP AND/OR• BOTTOM OF PANELS. WHERE PN&L S ARE INSTALLED HORIZONTALLY, USE AT ONE OR BOTH ENDS. D DIRECT MOUNT SECTION SCALE r 7- 1'- 0' ® CONT. (TYP. TOP L BOTTOM) /4' MAX. 1/4 -20 MACHINE SCREW L VINGNUT a 6.5' G.C. (TYP. TOP L BOTTOM) PANEL TO ANGLE DETAIL 1/4 0 S.S. LAG SCREW e 13' O.C. (SEE ANCHOR SCHEDULE FOR DIA. EMBED. OR ALT. TENSION FASTENER) TYP. TOP 1 BOTTIBI VDOD FRANING I i M I• D Q3 CONT. (TYP. TO P L BOTTOM) WOOD FRAMING GL ASS OR ANGLE TO WALL DETAD- GLASS OR DOOR ()CONT. (TYP. TOP L BOTTOM) s O WALL MOUNT SECTION SCALE 3' -1' -0' 2 g MIN. o CEILING /INSIDE MOUNT SECTION SCALE r 3'= 1'- 0' 1/4' MAX L 1/4 -20 MACHINE SCREW L VNGNIIT 465' O.C. PANEL TO ANGLE DETAIL SHEAR FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 1 BOTTOM GLASS UR DOOR 4 1/4' MAX. EXISTING STRUCTURE 1/4 -20 MACHINE SCREV 1 VINGNUT e 6.5' 0.0 (TYP. TOP 1 BO:TOM) 7 - EXISTING STRUCTURE_ vi T A7 // /1 / //II/r /Ii /I // I••b :::::Y::: 1/11 PLYWOOD AND STUCCO FINISH r M SCALE r3' - 1'-0' 1/4'O x 1 -3/4' SS. LAG e 13' ac. V/ 1 -1/2' PENETRATDN DIT0 VO® 2 - 1/4'0 x 4 -1/2' S.S. LAG SCREW a 24' O.C. MAX. V/ 1 -3/4' PENETRATION W CENTER OF STUDS WUD CONT T4(TTEr THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ® CONT. O WALL MOUNT SECTION (BOTTOM) GLASS OR DOOR EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 1 BOTTOM 0 CONT. (TYP. TUP L BOTTOM) EXISITNG STRUCTURE • SIDE CLOSURE RELIT. (SEE PLAN VIEW) o BUILD -OUT MOUNT SECTION SCALE 1 3'= 1'- 0' APPROVED AS COMPLYING WITH THE S• III FLORIDA EU:ICCING CODE ��]]�� ,t ;:.m(A /On ��? 19g-� P•'..ODuC1 ' ONTROL DIVISION 3lillDil:'G CODE COMPLIANCE OFFIC '.CCEPI NCE NO. 113 •c PROFESSIONAL ENGINEER V.J. K Fl. Lice 1/4 -20 MACHINE SCREW L VINGNUT 1 (TYP. TOP 1 BOTTOM) 1/4 -20 MACHINE SCREW L NUT 213'O.L. (TYP. TOP L BOTTOM) VICH No' PE 0010983 R - 7 1995 date U Z sti '0 ,o • C 0 4 a ��, iG r'. o 4. 8 a. u a r a 2 A n m 9 5 a .0 a • u u • V u . 'Jr ..4 no. 94 -118.2 sheet 2 of 3 ANCHOR SCHEDULE CONDITION TENSION FASTENERS SHEAR FASTENERS EXIUCING STRUCTURE CONCRETE CONCRETE OR HOLLOW BLOCK WOOD FRAMING CONCRETE CONCRETE OR HOLLOW BUM WOOD FRAMING ANCHOR TYPE ITV TAPCON U.S. SLEEVE RAVL DRO' -IN RAVL CALK -IN WOOD LAG SCREW RED HEAD SLEEVE ITV TAPCON RAVL CALK -IN WOOD LAG SCREW DIAMETER 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' MIB. EMBEDMENT • 1 -1/4' 1 -1/8' 1 -1/4' 7/8' 2' 1 -1/4' 1-1/4' 7/8' 2 ' SPACING 10' 12' 13' 13' 13' 13' 13' 13' 8' 2 - 1/4'0 WOOD LAG 11 24' O.C. W/ MIN. GLASS PENETRATION INTO VOOD OR DOOR FRAMING OF 2' WOOD ROOF TRUSS 2' x 4' P.T. WOOD CONT. GLASS OR DOOR corn WALL MOUNT SECTION SCALE s 3' - 1' • MIN. EMBEDMENT EXCLUDES WALL FINISH OR STUCCO. STUCCO FINISH OR PLYWOOD 'SOFF I T 2' x 6' x 123' PLATE 2 TRUSS CHORD o SOFFIT CONNECTION DETAIL SCALE r3' -1'"0' 1/2' THK. PLYWOOD 2 -7/8' MIDI EXISTING FINISH MATERIAL 1/4' MAX. r a OPTIONAL BUD- D-OLIT (SEE DETAIL © SECTION) 1/4'0 SS. LAG SCREW 8 8' O.C. IN CENTER OF WOOD HEADER 0' P VOOD CONT. GLASS OR DOOR CONT. 1/2'0 THRU BOLT 8 12' 0.C. TENSION FASTENER COUNTER TOP (SEE ANCHOR. SCHEDULE) CONT. 2' x 2' x .080' ALUM. ANGLE EXISTING STRUCTURE O 'PASS THRU' DETAIL SCALE 1 3' .1 1 ' -0' EXISTING SIDING 2 - 7/8' MIN. O WALL MOUNT SECTION SCALE '3' - 1'-0' 1 5/8' MAX. V®D MOLDING 1/4' MAX. 2' x 4' P.T. — 3 OPTIONAL BUILD -OUT (SEE DETAIL © SECTION) 1/4'0 S.S. LAG SCREW 2 8'0.C.I14 CENTER OF WOOD HEADER 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY W111 PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE t.CCE ?TANCE NO: ? 5 - 05 15 • (� 4 0FESSIONAL ENGINEER V.J. Fl. Ltcens CH Not PE 0010983 J J / date O U —J W Z CL 0 W Z ¢ ra U - m 2 J o _ 1 A I— lIv Q 3 3J In Ct . LL v J —J 0 0 • L P N y o L 0 0 V a 0 0 • a • 0 a c o W W 9 •V 0 v M . m Or no. 94 -118.2 sheet 3 of 3 283' 3.090' SCALE. HALF SIZE .519' t 1 1.062' .109' O HEADER -CLG. MOUNTED SCALE. HALF SIZE ADJ. SILL -BOT. I.D. .679' 0.D. 220' LD. .360' an 12 TYP, SLAT SCALE. HALF SIZE 6005 -T5 ALLOY .11171 ! A81•1 L937' 2.401' 13 RAIN GUARD SCALES HALF SIZE 6063 -T5 ALLOY L00' ANGLE SCALE' HALF SIZE L714' tan' Jr 381' / 637 t t2 t3 .062' .109' .137' O HEADER-WALL MOUNTED SCALES HALF SIZE • HEADER MAY BE INVERTED AND USED AT BOTTOM AS A SUBSTITUTE FOR PIECE m U7 ADJ. SILL -TOP SCALE HALF SIZE ` � T K 15 LOCKING PIN SCALED HALF SIZE 16 ROLLER ASSEMBLY SCALE' HALF SIZE 90' END SLAT SCALE. HALF SIZE 6063 -T5 ALLOY • • TYPICAL AT EVERY OTHER INSIDE JOINT AT TOP 9. O ALT. HEADER -WALL MOUNTED SCALES HALF SIZE • HEADER MAY BE USED AS AN ALT. PIECE TYPICAL TOP OR BDTTDM. 09 FLAT END SLAT SCALE: HALF SIZE 6063 •45 ALLOY SCALE' HALF SIZE 1.130' tl t2 t3 .062' .133' .169' SILL -WALL MOUNTED 10 FEMALE LOCK -SLAT SCALE: HALF SIZE 6005 -T5 ALLOY NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION, AND THE 1994 BROVARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCLLATIONS SHALL BE PEP('ORHED FOR SPECIFIC JOBS IN ACCORDANCE VITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SMALL BE 6063 -T6 ALUMINUM ALLOY, U.D.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOVS B H P C O FT. LAUD., FL. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED DR STAINLESS STEEL V/ A MIN. Fy • 33 KS1. POP RIVETS SHALL BE 3/16 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE V/ DADE COUNTY PROTOCOLS PA 201, 202. AND 203. 8. DESIGN IS BASED ON CTC TEST REPORT 095 -012. O BUSHING ASSEMBLY SEN El HALF SIZE 220' La LIyT• TOp 6 BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN OR BRASS BUSHING. DA'' I'RODUC: 014 -10 x I' LONG 0410 STAINLESS STEEL SNS VITH FLOURDCARBON COATING. OUSE 3' LONG SCREW O I 8-taiING IS USED ON 5/8•* x 3/4' LONG NYLON BUSHING V/ 014 X 3' LONG *410 STAINLESS STEEL SMS VITH FLOURDCARBON CRATING. CTYP, AT EVERY INSIDE JOINT TOP AND BOTTOM) 11 MALE LOCK SLAT SCALE: HALF SIZE 6005 -T5 ALLOY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 40I 1996 :u.ui (! NTROL DIV!S.ON 0 3U:LOING CODE COMPLIANCE OFFICE 1CCEPTANC NO3S o3 1/8' x 1'* NTLD4 VASHER OC W R Lx: PE 3 ail 5 3 • i5 .I F_ r V1 . 'w pI TESS ...4 ENGINEER s Iou s cal. L AZ MQIp,i'1 MILL l iry er v.x Or. Q 95-207 �sMirt 1 of 6 SHEAR FASTENER e 24' D.C. CSEE AMC>OR SCHEDULE) VARIES - 143 LIMIT SLCTIDI MEMBERS 1 MEMBERS OA TYPICAL ELEVATION N.TS. SCALE• 3' = OG ALT. CLOSURE DETAIL SCALE. 3' = 1'-0' TIP TLX PLAN VD:V ALT. LOCATTDN Cr LOCKING MECHANISM AT SIX LOCKING RECTO/USN AT MID (EIGHT (SEE KITE 6> BOTTOM TRACK 0 V/ LEG IN OPTIONAL DIRECTION TENSION FASTENER ! 24' D.C. CSEE ANCHOR SCHEDULE) 112 x 1/2' GALVANIZED SMS DR 3/16'0 AL UL POP RIVET e 18'QC. 1' x2'x.125' 2' x 5' x .127' MAX ALUM ANGLE EDGE DIST. © SIDE CLOSURE DETAIL O ALT. CLOSURE DETAIL SCALE. 3' = 1' -0' 7 -T1:N3MR FASTENER e 24' O.C. (SEE ANCHOR SCHEDLLE) 1' x 2' x .125' ID 2' x 5' x.125' MAX AUK ANGLE w rfpw�vww�.v. SHEAR FASTENER 8 24' OL SEPIRATM N FROM (SEE AMCH IR SOEDULL FOR AMY PAASS SEC SCHEDULE ACCEPTABLE AN C OR >. PACE S• MITTEN TRACK /SII L 112 x 1/2' GALVANIZED SIC OR 3/16'0 ALUM. POP RIVET ! 18' O.C. ® TYPICAL PLAN VIEW SCALE. 3' = 1'-0' EDGE DIST. LOOCRG MECHANISM AT CENTER DR SIDE If SHUTTER. MAY BE I OMTED CM !N IDE VIERS ACCESS ALLDVS. PROVIDE SEPARATION FROM GLASS PER SCHEDULE PAGE S. 2 SHEAR. FASTENERS EACN ANGLE -\ 1'x2• x 1/8' ALU1. ANGLE 3- 3/16'0 ALUM. PIP RIVETS OE INSIDE CORNER CLOSURE DETAIL OF CORNER CLOSURE DETAIL SCALE. 3' = 1' -0' SCALE. 3' = TENSID9 FASTENER 8 24' O.C. (SEE AKAR SCHEDU FOR AMY ACCEPTABLE ANGER). 3/16'0 ALL!•( POP RIVET C 24' O.0 CT YP> A ?FROVED AS COMPLYING Yi:TH THE SOUTH FLORIDA 6UILDiNG CODE OAT 1ARQ 1996 FRODUGLCONTROL DIV!SIOr 3UILDINC CODE COMPLIANCE OFFICE . CCEPTANC: NO Q5 6 '7 • a � 2' /8'ALUM TUBE 6063 -16 ALLOY J J 1 N 14 V J ICNEZEVICM HESS FL LJc PE .ca. As Moro i ctesagn by VEER • Iwo. by 1. J.V. MILL pro..0 by l v.x i a no. I 95 -207 1 w.* ) NIA. SEPARATION 'RCM GLASS six S S DU.X GLASS OR DOOR GLASS OR DAN W O W � 1/r fTY►> EXISTING STRUCTURE TENSION FALTDCR (SEE AND= WEALD TYP. TIP L ) CTTD1 RYA TENSION FASTENER GEE AND= WEALD TIP. TOP L EITTOI EXISTING STRUCTURE v2' CEPTIONAL) 4 t>pT10M1AL) WALL MOUNT SECTION SCALE 13'= 1'- 0' 1• x3'x.125'OR 2 • x x.123' AL. TUBE TYP. TENSION FASTENER TYP. (SEE ANCHOR SCHEDULE) „A�N�, -_ 1 /�• MAX I. w. O WALL MOUNT SECTION SCALE 3' = g 1 /4' MAX ♦1/ 4' MAX ©L 0 ASSEMBLY g N O 1 /4' MAX. KDt SEPARATION SEE �SC PAGE 5 MILL SEPARATION rRDt GLASS SEE E S VDIDOV /DOCK 3/16'0 PCP RIVET Q6'0.C. EXISTING STRUCTURE SHEAR FASTENER csa ANCi Sc1EALD TYP. T1P L DUTTON CENTINXIUS VOOD FRAMING Q HEADE GLASS OR DOER TENSION FASTENER 1/4'0 VOID LAG SCREW (SEC ANCHER SCEALD ROLLER ASSIXBLY 16 TYP. EVERY OT)ER DH CONT. VODD FRAIONG SILL RED'D. VHERC FRAMING IS NOT CRIT SEC DETAIL OR r ® WALL MOUNT SECTION SCALE 3'• 1'- 0' EXISTING STRUCTURE SHEAR FASTENER I (SEE A/Opt SCH:DuL.E) TYP. TOP L EITTDM 7 0 MOTIONAL) 3/1641 ALUM POP RIVET e 6' O.C. 3/4•0 ACCESS KELE MERE RECD. rQt REMOVABLE TRACK ® CEILING /INSIDE MOUNT SECTION SCALE 3'= 1'- 0' © (OPTIONAL) 3/840 x 1/2' LDNG GALVANIZED SCREV 1 /4' MAX. 1/4 MAX COSTING STRUCTURE 1/I' NAX M@L SEPARATION GLASS SOCOULE PAGE 5 1/4' MAX 1- o' 1 11 7/8' ALT. ANGLE LEG DIRECTION (TYP) — TENSION FASTENER <SLE AN'IQt SCH LE) TYP. TO L IIQTTDi TENSION FASTENER <SEE NOM SOEALD TYP. TOP L BOTTOM EXISTING STRUCTURE <SEE ANCHOR SCHEDULE FOR WOOD APPLICATI1IQ TVD ANGLES I. CDR. TTP. TOP L SO (TYP. TEP L BOTTOM) 0 OPTIONAL) 1/4 -20 MACHDVC BOLT V/ VINGNJT Q 6. D.C. TYP. TCP L BOTTOM © BUILD -OUT MOUNT SECTION SCALE 3'= 1'- 0' APP OVED AS COMPLYING Y1'TH THE SOUTH FLOR!D.= BU!LDING CODE DAT 1996 PRODUC CONTROL DIV!SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. O 67. Ci 1 1 /4' MAX 1/4' MAX. 0 O > Ir L 3 b 8 2 1 3 1 1 E -4. V 1 K1CztVICN PRCF'ESS .•. •, E SDlc�R 3/3/93 (e.f cM. h . . by ,.Z t t l 1V. M61 .. .o 95 - 207 l ( .h».t 3 of 6 J TWO 1/4'0 WOOD LAG SCREWS f 24' O.C. MAX. WOOD Ris TRUSS OR FRAMING MEMBER USE U 3rd D.C. ANCHOR FOR SPAMS 2 3'-6' 2' x 6' x 123' ALUM. PLATE 0 WOOD MEMBER PROVIDE CONT. PLATE WHERE TRACX ENDS BETWEEN TRUSSES MDL SEPARATION FRC+I GLASS SEE SC SDU.E PAGE CLASS OR DOOR N ® & (MAX DESIGN LOAD ± 75 PSF) O SOFFIT CONNECTION DETAIL SCALE 1 3' a 1' -a PLYWOOD L STUCCO FINISH 01111 SEPARATED! FROM GLASS SEE PAGE SCHEDULE SCALE 1 3 1'- 0' M EI THIS DETAIL MY K USED AT TOP G D A 'WALL-MINTED' HEADER 2 AS HOWN IN VA 10041 TDT1 LL TERM FASTENER 0141 VOIID LAG =RN au ANCHC R SC: C LD 2 - 1/4'0 x 4 -1/2' S.S. LAG SCREW t 24' 0.C. MAX V/ 1 -3/4' PENETRATION IN CENTER If STUDS 2' x 6' P.T. WOOD CONT. (MAX DESIGN LOAD ± 75 PSF) STUCCO FINISH OR PLYWOOD SOFFIT 1/4' MAX. ® t 1/4' MAX. O ` O (OPTIMAL, DOUBLE r x 4' STUDS CiLASS OR DOOR GLASS MD4 OR DOOR SEPARATION FROM GLASS PLYWOOD L STUCCO FINISH NDL mom GLASS SEE A SSC SCHEDULE 5 (MAX DESIGN LOAD ± 105 PSF) © WALL MOUNT SECTION SCALE : 3' ■ 1 -0' 1/4-20 BOLT L NUT t 12' OC. Nam THIS DETAIL MAY BE USED AT TIP USING A 'WALL- O..P(TED' HEADER 2 AS WN IN WALL 101/11 SECTION N� (MAX DESIGN LOAD ± 75 PSF) 2 - 1/4'4 S.S. LAG SCREWS W/ 2' MIN. PENETRATION INTO VO® FRAMING 1' x 4' x .12;,' OR 125 CWT. 2' AALUM. TI 3/4.0 ACCESS HOLE O ALT, WALL MOUNT SECTION O ALT, WALL MOUNT SECTION SCALE 3'■ 1'- 0' 1/4' MAX 1/4' MAX. 0. H GLASS OR DOOR DOUBLE r x 4' STUDS L r GLASS OR DOOR DD. M 14 SEPARATION FROM CLASS 25 PAGE CWT EXISTING SIDING 1 5/8' MAX EXISTING WOOD MELDING TENSION FASTENER 1/4'O S.S. LAG SCREW CSEE ANCHOR SCHEDULE) 1/2' (MAX DESIGN LOAD ± 105 PSF) O WALL MOUNT SECTION SCALE : 3' = 1'-0' MIN. SEPARATION FROM GLASS TENSION FASTENER 1/4'0 SS. LAG SCREV CSEE ANCHOR SCHEDULE) TVD ANGLES - 14 CONT (MAX DESIGN LOAD ± 75 PSF) O BUILD —OUT SECTION SCALE ' 3' = I' -0' 1/4 -20 MACIWE BOLT V/ VINGNUT t 6' O.C. TI/P. TOP L BITTEN APPROVED AS COMPLYING W TH THE SOUTH FLORIDA BU:LOING CODE DAT 19 9G, 31 FRODUC?' DIV!S:ON BUILD;NG CODE COMPLIANCE OFFICE 4 CCEFTANCE NO q5 n 0. 1/4' MAX 1/4' MAX. W W O . � V J IOEZEVID4 PRO F:271H ER FL PE . dot, l AS MQTp t a ' sicy 'v Dv , -J -J 1 1. 0 1 LF. 2 u, g ! i 81 1 1 F. e -la! arrwip 0 . 95 -207 WWI'S • or 6 , MINIMUM SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (L) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS < 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30' ABOVE GRADE (INCHES) 30 . 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -3/8' 8' -0' < L S 11' -2' 2' 1 -3/4' 40. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2' 1 -7/8' 50.0 L S 5' -0' 2' 1 -3/8' 5' -0 ' < L S 8' -0' 2' 1 -1/2' 8' -0' < L < 11' -2' 2' 2' 60. 0 L S 5 T-0 2' 1 -3/8' 5' -0' < L S 8' - 0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2 -3/8' 2 -1/8' 70. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2 -3/8' 2 -3/8' 80 . 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L S 10' -6' 2 -5/8' 2 -1/2' 90. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L S 9' -11' 2 -1/8' 2 -5/8' 1 0 0. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L C 11' -2' 2 -3/4' 2 -3/4' 210.0 L S 5' -0' 2' 1 -3/8' 11 0. 0 5' -0' < L S 8'-0' 2' 1 -3/4' 7' 8' -0' < L C 11' -2' 3' 3' MAXIMUM ALLOWABLE SPAN SCHEDULE NEGATIVE DESIGN LOAD (PSF) MAXIMUM SPAN (L) FOR ALL MOUNTING CONDITIONS (FT - IN) MAXIMUM SPAN CL) FOR FLOOR TO CEILING MOUNTS ONLY (FT - IN) 50.0 11' - 2' 11' - 2' 60.0 11' - 2' 11' - 2' 70.0 1 1 ' - 2' 1 1 ' - 2' 80.0 11' - 2' 11' - 2' 90.0 11' - 2' 11' - 2' 100.0 11' - 2' 11' - 2' 110.0 11' - 1' 11' - 2' 120.0 10' - 5' 11' - 2' 130.0 9' - 8' 11' - 2' 140.0 8' - 11' 11' - 0' 150.0 8' - 4' 10' - 9' 160.0 7' - 10' 10' - 2' 170.0 7' - 4' 9' - 6' 180.0 6' - 11' 9' - 0' 190.0 6' - 7' 8' - 6' 200.0 6' - 3' 8' - 1' 210.0 5' - 11' 7' - 9' 220.0 5' - 8' 7' - 4' 230.0 5' - 5' 7' - 0' APPROVED AS COMPLYING WITH THE SCJTH FLORIDA BUILDING CODE DATE NOTES' 19a PRODUCT 'TIROL DI'!!S.ON oO ;LDING CODE COMPLIANCE OFFICE ACCEPTANCE NC.q. - 0607.63 1. USE POSITIVE DESIGN LOADS TO DETERMINE REQUIRED SEPARATION FROM GLASS. 2. USE NEGATIVE DESIGN LOADS TO DETERMINE MAXIMUM ALLOWABLE SPANS. 2 i3 � F ' l I t MI .. n. uc PE oo scot, AS NOTED U -J -J N u W = v . ..by 1V. IOU. f"'°°" J( lr"0.� l 95 -207 nave 5 of 6 1 APPROVED AS COMPLYING WITH THE SOUTH FLORID. =. BU LDING CODE 04T ' .. • : +9q ) a /....::_ PRODUCT ONTROL DIVISION dUILOING CODE COMPLIANCE OFFICE iCCEPTANCE NC C IS -0667 . 43 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH DR STUCCO. 2.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURERS RECOMMENDATIONS. 1 srr't 6 of 6 o' 0 J co Z o L.Ia S t H Lamp in 16.1 07. J I f fL�v t 6 " s' p� NE PR6 E.SS • . S ER 3 i s ATS Dlf�'. MILL) f shon eY 95 -207 to ri� oa by l V.x TENSION SHEAR AN CH I R SCHEDULE - FASTENER DESIGN L - FASTENER SPACING REQUIRED LOADS CINCHES 0 , C ,) SPACING REQUIRED FOR CINCHES D , C ,) W/ 3' EDGE DISTANCE TENSION SHEAR TENSION SHEAR TENSION SHEAR VARIOUS I ADS EXISTING j CONCRETE STRUCTURE EXISTING STRUCTURE j CONCRETE j HOLLOW BLOCK I I WOOD FRAMING Gil ST. E 3G4' > STRUCTURE ANCHOR DESCRIPTION I 1/ ITW TAPCDN W/ 1 -1/4' EMBEDMENT 1/4'0 RAWL CALK -IN W/ 7/8' EMBEDMENT I 1/4'0 ITW TAPCON W/ j 1 -1/4' EMBEDMENT I ; 1/4' 0 RAWL CALK -IN W/ 7/8' EMBEDMENT q10 1/2'0 BRASS V/ 1/4 -20 WOOD MACHINE BUSHING BOLT 1/4'0 S.S. LAG SCREW W/ 1 -1/2' PENETRATION q � ANCHOR DESCRIPTION V > V S 230 105 LOADD V> SPAN (L V S 75 V > 75 V S 105 V > 105 V S 230 V < 7 5 V > 75 W S 105 V > 105 V S 230 i V S 75 i INS W > 75 W S 105 V > 105 V S 75 V S 230 W > 75 V S 105 W > 105 V S 230 V S 75 W > 75 V S 105 W > 105 V S 230 V S , 75 V > 75 V S 105 W > 105 V S 230 , LOADFITN) PAN (L) L < 5' -0' I M VAI ' ' L < 5' -0' 5' -0' < L 6• , L < 8' -0 j VETALITIMMIPIR 6 ' 4 L < 5' -O' 5' -0' < L L < 8' -0 2' L' -0' < L < 11' -2 priliNIEMIMMIM IP": 5• ' _ ' 6' • � ®�� . 6 .. 6 • 2.5' ' 6' 6' 4 ' 6' - 3 . 6' 6' 6' - _ 5 " -0' < L L < 8' -0 _ I Pr - _ I / 4 ' S . 3 ' S . - 8' <011�_2. APPROVED AS COMPLYING WITH THE SOUTH FLORID. =. BU LDING CODE 04T ' .. • : +9q ) a /....::_ PRODUCT ONTROL DIVISION dUILOING CODE COMPLIANCE OFFICE iCCEPTANCE NC C IS -0667 . 43 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH DR STUCCO. 2.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURERS RECOMMENDATIONS. 1 srr't 6 of 6 o' 0 J co Z o L.Ia S t H Lamp in 16.1 07. J I f fL�v t 6 " s' p� NE PR6 E.SS • . S ER 3 i s ATS Dlf�'. MILL) f shon eY 95 -207 to ri� oa by l V.x TENSION SHEAR ANCH I R SCHEDULE - FASTENER SPACING REQUIRED LOADS CINCHES 0 , C ,) FOR W/ 2' EDGE DISTANCE TENSION SHEAR VAR I I US DESIGN EXISTING j CONCRETE STRUCTURE HOLLOW BLOCK WOOD FRAMING (MIN. ED 4') DI 3/4 I ' EXISTING ! STRUCTURE ANCHOR 1/4'0 ITW TAPCON W/ DESCRIPTION 1-1/4' EMBEDMENT i 1/4'0 RAWL CALK I W/ 7/8' EMBEDMENT -IN 1/4'0 ITV TAPCON W/ 1 -1/4 EMBEDMENT 1/4' 0 RAWL CALK -IN W/ 7/8' EMBEDMENT j 1/2'0 BRASS i V/ 1/4 -20 WOOD MACHINE BUSHING BOLT 1 /4'm S.S. LAG SCREW W/ 1 -1/2' PENETRATION ANCHOR i DESCRIPTIDN LOAD (V>' W > V > i > > 1 .s V S 75 V S 105 75 V S 230 105 . W 75 V V S 105 75 W V S 230 105 ; I L < 5' -0' SIV ppimifirdm64 V > 75 W S 75 V S 105 V > V S 230 105 V 1 75 > 7 V V S 105 5 > 5 V V S 230 10 W S 75 > 7 V V S 105 5 > V V S 5 230 10 W S 75 > %,‘"/, S 105 75 > V W S 230 l05! LDAD .si (Vo 6 . ® i 6 s 6' �I� i 6' ' ' ' ' L < 5' -0' 5' -0' < L 6• , L < 8' -0 j VETALITIMMIPIR 6 ' 6 ' 6 ' 4. 6 ' _ . 6 .. 6 • _ _ L' 4 ' _ 8 L '-0' 11 S < -2' 6 ' 6' S' - _ 6 ' IF _ I Pr - _ I 001111P 4 . . I 4 ' S . 3 ' S . - ' . 4 . 4' - L < 11'-2' APPROVED AS COMPLYING WITH THE SOUTH FLORID. =. BU LDING CODE 04T ' .. • : +9q ) a /....::_ PRODUCT ONTROL DIVISION dUILOING CODE COMPLIANCE OFFICE iCCEPTANCE NC C IS -0667 . 43 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH DR STUCCO. 2.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURERS RECOMMENDATIONS. 1 srr't 6 of 6 o' 0 J co Z o L.Ia S t H Lamp in 16.1 07. J I f fL�v t 6 " s' p� NE PR6 E.SS • . S ER 3 i s ATS Dlf�'. MILL) f shon eY 95 -207 to ri� oa by l V.x THEE PLP.N3 i-,RE PFJED 0? A BU;LDING PERMIT [1] VIITH NO V.(J.:;.!1'..7 L:STED IN "REMARKS' NO f.IT'ir.T. S'.1' AND ZONING SPE:Z.:IL:ALLY' LISTED BELOW. ALL LUIS A;ST EE COMPLIED ALL ViL,",GE PP,ELi M NARY: Date APPROVAL FINAL: iffYJ TNE SOUTH FLOP,IDA BUILDLG CODE AS ADOPTED VILLAGE is, REQLURED. THE ARCHITECT, BUILDER & ff::OW!..EDC:IE OF AU_ BUILD ING i:EC:11!....TIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.