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"91 irAriavrzarmarar • ' ' ' '0 LAMP 0D ST DI ctb•2o 5.1c, J vi 0 r 0 • v 11 8 44). r�ul . � ( V ' ? s o . 0• ' a 11.30 3.6 1, I.■ TILR 24.4o ,• • • '' Q. • 22. /// 4 )414.0 VJOC'D MIES / 2.4.ts / / // /� L2.4o f / / / / �1= / 8.50 1 - 2 STY C. S RsrS. to9f3 NG o ,T14 5TR>y I A 1cDTY GAR/N. E . 20.00 N is o nta ■ iw ri ■ om minim ■■u■= MINN IIiI hi ■■■ r 4 411•4541 0111111100 1 �j. /i T 1 43.1 T PS 33.55 4 a Poo ?UMP 34.o 11,10 : // / 2.(41.5O / 6. 0' NJGN c. 8. lo.0 LJIGO WCc;O F k3 . 0- 0 $$ S st 4 Tt '4- . °'‘ ( *� "� , ta 2 tu s-taa• PALMS // (2) 2.O DID► TR.Q5 S IA 4 ` " 1 : , ' • a • • . a. '- o _31.1 • • 9 O IrS rat _. W 4 .0,10 • ' / A •; • • ;. • R , r 9 .gto LAMP OPT • � s 37 ' S CA . aI FP '12! rP BOUNDARY S U RV ¥ cis GRA55 PAl2.KWAy I , • • • o 4 Asv' A 1 N. L 9(01 - 1-I STREET ( 20 *w 55 • 15.O V •4• ' • V • 1 12 O' POsp • . VJ . 4 ' • • g'' • Q • U ,‘0 .0‘ t.' L1su1P r OwAL.L a..1.2 D F 2 12:' ply. 1 1 ION N : t,11i4mi '_F 1098 NE 96th 5t Miami FL 33138 :1 t :. 1 . NE- - E'Sfh - 1 �--_ � v g Ith S © 2000 Morasoft�Co • 3 andlar'its.supplierssAl rigtrts resented' LEGAL DESCRIPTION: LOT 1 , BLOCK 81, "MIAMI SNORES SECTION 3 ', A SUBDIVISION RECORDED IN PLAT BOOK 10, AT PAGE 37 OF THE PUBLIC RECORDS OF DADS COUNTY, FLORIDA. PROPERTY CONTAINS 17,851 ..QUARE FEET, MORE OR LESS, OR 0.41 ACRESS, MORE OR LESS. SURVEYORS IN QIFE 1. EXAMINATION OF NE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMAINE RECORD INSTRUMENTS IF ANY, AFFECTING THE PROPERTY 2. LOCATION AND OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED 3. NO SEARCH OF PUBLIC RECORDS HAS BEEN MADE FOR ACCURACY AND OR OMISSIONS. 4. THIS CERTIFICATION) IS ONLY FOR THE LANDS AS DESCRIBED, IT IS NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS, OR FREEDOM FROM ENCUMBRANCES, ABSTRACT NOT REVIEWED. 5. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF ENTITIES NAMED HEREON AND THE CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY. 7. BEARINGS SHOWN ARE BASED UPON__ N/A OFA_ PER PLAT BOOK___ N/A ____AT PAGE NLA 8. DIMEN11ONS, BEAR NGS OR ANGLES INDICATED HEREIN ARE MEASURED AND ARE THE SAME AS PLAT VALUES UNLESS OTHERWISE INDICATED 9. ALL RIGHTS OF WAYS SHOWN ARE PUBLIC UNLESS OTHERWISE NOTED 10. UT1LTY FACILIES \VITHIN UT EASEMENTS NOT NOTED AS VIOLATIONS, DRIVEWAYS OR PORTIONS THEREOF WITHIN ROADWAYS NOT NOTED AS VIOLATIONS OR ENCROACHMENTS. 11. THE LEGAL DESCIIPTION WAS FURNISHED BY THE CLIENT 12. THIS DRAWING; IS PROPERTY OF ZURWELLE - WHITTAKER, INC AND CANNOT BE REPRODUCED WITHOUT WRITTEN CONCENT 13. THE ELEVATION II\ FOFMATION SHOWN HEREON (IF ANY) IS RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM, (N. .V.O.), 1929 Surveyor's Certificate I hereby certify that the attached "ALTA /ACSM SURVEY" was prepared under my direction and is true and correct to the best of my knowledy and belief, and that the survey meets Minimum Technical Standards set forth by the Florida Board Of Land Surveyors And Hoppers pursuant to chapter 61G17 -6, Florida Administrative code pursuant to section 472.027. Also that there are no visible encroachments other that shown hereon. ABBREVIATIONS: L-__ 1 RLS = REGISTERED LAND SURVEYOR PRM PERMANENT REFEANCE MONUMENT = DEGREE 0' = MINUTE OR FEET 0' = SECOND OR INCH 00/E = OVETt HHEAD ELECTFIC N = NORTH s = SOUTH W = WEST CBS = CONCRETE BLOCK, STUCCO CONC = CONCRETE STY STORY NO. = NUMBER BLDG. '= BUILDING R = RADIUS A = AROI !' = 1 ELrA POD = POINT OF BEGINNI' IG POC = POINT OF COMMEIGE W VATH FNO = FOUND ELEV = ELEVATION ELECT = ELECTRIC SEC = SECTION TWP = TOWNSHIP RG MH = MANHOLE CB = CATCH BASIN MEAS = MEASURED PET = PLAT BOOK P = PAGE DIP = DUCTILE IRON PIPE REG = REGULAR STA = STATION TOP = TOP OF PIPE MP = W000 UGHT POLE MP = METAL POLE CP = CONCRETE POST R/W = RIGHT OF WAY SHT • = SHEET FPL = FLORIDA POWER AND UGHT RAO = RADIUS N/0 = NAIL AND DISC HY0 = H'Y'DRANT PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE PC = POINT OF CURVATURE PT = POINT OF TERMINATION PI = POINT OF INTERSECTION WM - WATER METER WV = WATER VALVE FIP = FOUND IRON PIPE SS = SANITARY SEWER CLF = CHAIN LINK FENCE BWF = BARB WIRE FENCE WF = W000 FENCE LVF = CBS LOUVRE FENCC M&R = MEASURED AND RECORD ENCR = ENCROACHMENT PLS = PROFESSIONAL LANI' SURVEYOR PSM = PROFESSIONAL SURVEYOR AND MAPPER NO ID. = NO IDENTIFICATION NUMBER 7 0 m Shores-- j 171 -a3� Ut � . JuV}• 1 E- LOCATION MAP N.T.S. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING SKETCH, PLAT OR MAP 'S FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. X SYMBOL LEGEND Q. CENTER LINE CQ, POWER POLE C A I R/W = RIGHT OF WAY CLF. = CHAIN LINK FENCE SWK. = SIDEWALK FLOOD INFORMATION: THERE MAY BE ADDITIONAL RESTRICTIONS AND DEDICATIONS THAT ARE NOT SHOWN ON THIS SURVEY AND MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. OAK TREE LIGHT POLE STOP SIGN FIRE HYDRANT WATER VALVE SIGN BELLSOUTH BOX WATER METER PALM MAIL BOX TREE CHAIN LINK FENCE COMMUNITY NUMBER 120098__ PANEL NUMBER SUFFIX J DATE OF FIRM _ FIRM ZONE X BASE FLOOD ELEVATION..__ N/A ___ DATE FIELD WORK 08- 27 -20Q4 DATE DRAFTING 08 -31 -2004 DATE SIGNED AND SEALED 08 -31 -2004 (JOB No. 'SHEET No. FIELD BOOK: N/A ( CAD FILE. LOT40 &41BLKGPB8PG122 DATE: 08 -31 -2004 (SCALE: 1" = 16' 'DRAWN: 1 OF 1 N/ J DAC REV.: EAM REVISIONS 08 -31 -2004 05 -16 -1991 GENERAL NOTES AND CONDITIONS 1 ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 3 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM 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 POOLS WATER EDGE. 7 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND 515.29 ., AND F.B.C. CHAPT 424.2.17.1 - 10 8 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE SUPPORTING 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 BY THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHER INSTRUCTIONS. 9 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 10 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS. 11 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 12 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. 13 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 14 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C., 2002 EDITION , AND ARTICLE 680 N.E.C., 2002 EDITION. ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS PROHIBITED, ALL METAL PARTS I N THE POOL AREA, IN ADDITION TO ALL METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL WATER'S EDGE, SHALL ALSO BE GROUNDED. 15 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 16 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, 2001 EDITION. 17 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, 2001 EDITION. 18 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 19 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF HAS BEEN UTILIZED FOR DESIGN PURPOSES. 20 ALL TREADS SHALL HAVE SLIP- RESISTING SURFACES PER ANSI /NSPI -5 -2003. 6.1.5 21 ACCESS GATE REQUIREMENTS PER F.B.C. 424.2.17.1.8 AMENDED 06- 30 -03: - GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING DEVICE, 54" ABOVE FINISH GRADE ELEVATION. - THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE. - GATES SHALL OPEN OUTWARD AWAY FROM POOL. - THE GATE SHALL HAVE NO OPENINGS GREATER THAN Z" WITHIN 18" OF THE RELEASE MECHANISM. 22 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, SECTION 424. POOL DATA CHART POOL SPECIFICATIONS: Pool Shape: AS SHOWN Maximum Length (FT): 11' -6" (NEW) Maximum Width (FT): 33' -10" (NEW) Deep End (FT): 4' -11" (NEW) Shallow End (FT): 3' -0" (NEW) Pool Area(SF): 381.0 (NEW) Pool Perimeter(LF): 92.0 LF (NEW) Pool Volume (GAL): 11,301 (NEW) Turnover Rate(HR): HR (NEW) Interior Finish: CORAL STONE & TILE (NEW) Waterline Tile: 6" Tile on Steps: NEW Tile on Swimout: N/A Coping: CORAL STONE (NEW) Pump Size (HP): 1.5 EXISTING Filter System: EXISTING Filter Size (SF): 100 EXISTING Inlets: 4 (NEW) Maindrains: 2 (NEW) 2" Vacuum Line w/ Safety Lock: ONE (NEW) Automatic Surface Skimmer: ONE (NEW) Underwater Safety Light: 300 W, 12 V (NEW) Electrical Pool Hookup: BY CONTRACTOR Patio Finish: BY OTHERS Patio Size (SF): BY OTHERS Deck Drains (LF): NONE Fence: AS SHOWN Pool Miscellaneous Items: 1. 2. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 -800- 432 -4770 SUNSHINE STATE ONE CALL CENTER OF FLORIDA / EXISTING POOL TO BE REMOVED EXISTING POOL DECK TO BE REMOVE v NEW SWIMMING POOL EXISTI NG NA UNITS NEW POOL DECK 69'-4" EXISTING ONE STY CBS RESIDENCE POOL EQUIPMENT PAD POOL REQUIREMENTS: SELF - CLOSING/ SELF- LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE Af U WITH A 4' FENCE ON d ` OWNER'S PROPERTY Ft 17� Q r d� 110.25' ti 1 2.58' N.E 96 TII STREET EXISTING ASPHALT DRIVEWAY SITE PLAN 1" = 20' -0" LEGAL DESCRIPTION LOT 14 , BLOCK 1 , BIRD ROAD PROPERTIES SUBDIVISION, ACCORDING TO 111E PLAT THEREOF, AS RECORDED IN PLAT BOOK 156 AT PAGE 20 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. APSP 'FSPA —. 5' SIDEWALK 20' PARKWAY EXISTING A/A r e en A n of Fl Inc. CPCJ55811 le 954.583,7373 305.461.0084 ce 1305 Fax 954.583.7311 6507 nw 13th coL)nt plantation. FL. 33313 ` regenpool @aolcom /wwwregencypoo1com W 0 0 LJ O O z O z 02 0 rn z J OO < <o �7z oz Z Z� w W OI-F Q Z U( Z '~ H Z Y Z 1- < O W x O U W'' MOctOo no - w ~ - W � O J T Z O° O a F a z u aozz - ° z Wzm >u ~iazr ao4 0 < 0 c � Y DOLE - -Z CL �LJImXooa W N V1 mfr -- � - La o < w 00I-J< u 8 W Ct I.. r. U c, J J PIPE SIZE PRESSURE FLOW CAPACITY (10FPS) SUCTION FLOW CAPACITY(8FPS) oioo N N M 60 gpm 100 gpm 150 gpm 220 gpm 49 gpm 80 gpm 110 gpm 180 gpm PUMPING FLOW RATES @ 60 TDH 3/4 hp = 55gpm 1.0 HP = 75 gpm 1.5 HP = 90 gpm 2.0 HP = 95 gpm 2.5 HP = 115gpm 3.0 HP = 140gpm BASED UPON STA -RITE MAX -E -GLASS II SELF PRIMING PUMP VENT PIPE MAX. LENGTH FLOW HP RATE VENT SIZES MAX LENGTH 3/4 55 gpm 1 75 gpm 1.5 90 gpm 2 95 gpm 2.5 115 gpm 3 140 gpm s _ SIN - IN �Iry SIN r � - IN 29 LF 40 LF 49 LF 51 LF 62 LF 76 LF -Vent is designed to evacuate suction in 3 sec. or less per FBC 424 -This safety vacuum relief system is a non- mechanical vent system that will limit the.. transmission of suction at the outlet to a maximum of 4.5" of mercury. 1 NEW DECK (BY OTHERS) NEW CORAL STONE WATER LEVEL 6" GLAZED CERAMIC TILE RETURN FITTINGS INSTALLED 12" TO 24" BELOW WATER LEVEL NEW CORAL STONE FINISH POOL WATER LEVEL (V SLIP-RESISTANT CONTRASTING TILE NOSING ON LEADING EDGE CD NEW POOL SwIMOUT DE'T'AIL SCALE: 1/2 " =V -0" WATER LEVEL TILE SKIMMER THROAT z 3 CLR. ONEW POOL WALL SECTION SCALE: 1/2 " =1' -0" EQUALIZER FTG. W/ GRATED END (HAYWARD SP -1019) POOL SKIMMER DETAIL N.T.S. TIMER 20A SW 1' -6" FILTER PUMP MOTOR 15A GFI RECPT. 15A SW #3 @ 9" HORIZONTAL #3 @ 9" VERTICAL NOTE: FLOOR AND WALLS SHALL BE 6" MIN. SHOTCRETE 3 #12 -1/2 "C 1P/15A #3 @9'C /C, CENTER STEEL IN FLOOR. POOL LIGHT SLIP - RESISTANT CONTRASTING TILE NOSING ON LEADING EDGE co EXISTING POOL SHELL SP 1078 FLAPPER VALVE ASSEMBLY AND SELF RELEASING w SPRING LOADED CHECK VALVE Z 2 -45 ELS. TO FILTER PUMP 2" EQUALIZER 3 #12 -1 /2 "C 2P /20A 14/3 SJT -1 "C INTEGRAL W/ FIXTURE POOL ELECTRICAL SCHEMATIC N.T.S. w Z u7 EXIST. GROUND 1 -0" NEW DECORATIVE FROG SPITTER (4 TYP.) 2' -6" O NEW POOL STAIR DETAIL SCALE: 1/2"=1' -0" 3 SLOPE ax) EXIST. METER CAN EXIST. FPL SERVICE NEW POOL SHELL 3' -0" WATERLINE OF POOL 2" CORAL STONE CAP OVER 2" MORTAR SETTING BED POOL WATER LEVEL in 0 e0 WATER PROOF JUNCTION BOX. POOL LIGHT FILL IN W /SAND E �„ �axl OR ROCK 1�. EXIST. ANTI - VORTEX M.D. ASSEMBLY W/ HYDROSTATIC VALVE 28' -4" POOL PROFILE DETAIL NEW GLASS TILE BOTTOM 11' -10" POOL LOAD CALCULATION POOL PUMP 1 AT 100 % = POOL LIGHT AT 100 % = 2,300 WATTS 300 WATTS SUB- TOTAL= 2,600 WATTS TOTAL DEMAND 2,600 KW / 230 V = 11.30 AMPS. TOTAL CURRENT DEMAND: 11.30 AMPS. CD NEW POOL SECTION SCALE: 1/2 " =1' -0" STAKE - 12 VOLT TRANS - FORMER BOX TO SUB -PANEL 1" PVC COND. 14/3 SJT W -A DBL INS. W, /P LIGHT CORD GIND. LUG IN NICHE COAT LUGS W/ APPROVED 3M SILICON POTTING #8 CU GND WIRE INSULATED CLAMP ONEW WET NICHE LIGHT DETAIL N.T.S. EL. +0.00' TOP OF POOL COPING EL. -6" WATERLEVEL (O #3 @9" E.W. NEW 6" BOTTOM SLAB W/ #3 @ 9" E.W DOWEL INTO SIDEWALLW /#3 @36 "O /C X8" LONG 6" (4) 5/8" DIAM. x 4" HILTI KWIK BOLTS (4) 1/2' DIAM. x 3' HILTI KWIK BOLTS NEW 2" THK. CORAL STONE COPING 2' -6" 8" CLEAR AIR GAP STATIC POOL W.L. UPLIFT DATA - TOP OF POOL WALL ELEVATION 10.65' - - BOTTOM SLAB ELEVATION COUNTY FLOOD CRITERIA 6.0' DEDUCT BOTTOM SLAB ELEVATION POOL UPLIFT FORCE DEDUCT 2.00' ALLOWED FOR USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.00') RESULTANT UPLIFT FORCE SLAB THICKNESS REQ'D = 4.9' 4.9' ( -) 2.00' -0 .9' 6" FILTER/ PUMP / HEATER ANCHORAGE DETAIL N.T.S. REMOVE / DEMOLISH UPPER 18' OF EXISTING POOL ALL AROUND BACKFILL & COMPACT W /CLEAN FILL MATERIAL 1 1/2" PVC PIPE VENT LINE GENERAL NOTES: 1. POOL MECHANICAL EQUIPMENTANCFIORAGE HAS BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED. (V VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD ANTI - ENTRAPMENT VENT LINE DETAIL NO SCALE ELECTRICAL PANEL FILTER PUMP JUNCTION BOXES (G) GROUND BAR 6" THICK CONCRETE EQUIPMENT PAD DIVING BOARDS DECK DRAINS WATER CIRCULATING EQUIPMENT FORMING SFIELLS APSP POOL & DECK REINFORCING TE EL FIXED METAL <= 5 FT FROM WATER EDGE LADDERS COMMON BONDING GRID DETAIL N.T.S. - FENCE METAL DOOR FRAMES, ETC, < 5 FT FROM WATER EDGE POOL COVER MOTOR COMMON BONDING GRID "t. PERMITTED TO BE: 1 r STRUCTURAL REINFORCING STEEL RODS THATAR BONDED TOGETHER . WALL OF BOLTED OR WELDED METAL POOL. . SOLID COPPER CONDUCTOR NO. 8 OR LARGER r" enc. _ of PC0 5 C 954.583.7373 305.461.0084 c e l 305.6843804 FaX 954.583.7311 6507 nw 13th court plantation. FL. 33313 regenpoo l @ ao1 com/www.reqencqpool.com z U W 0 CL. o < a O Q� a Z V U Z NO W uU0Q O g I- W c N =F w - O�Wp ~U m O 8¢ W J : zzV zzOU o ao?z O Z�� w U _J�F --aw °wZmw,zo, a'vao� Z Q O O w I O , O Zn CC wli w J O UO�, m ZZ� ~ � mzo� � o < Ll w w N u U mo J ,0L'-_ ozo O ONQOLJ it FU =U=- N a) 0 H CrN v l [ O - OD 0 0 H 0 0 vi M 0 O z m 0 0 (o 0 z J 1 NOTICE- TO BUILDER SHEET 4 OF 4 AS NOTED NEW FLOWER POTS TO BE SELECTED BY OTHERS NEW DECORATIVE FROG SPITTER (4 TYP.) 0 c7 M N I 0 0 O 0 0 0 O O O 0 U 0 O mos NEW J SWI MOUT +0.00' CHILD SAFETY FENCE (BY OTHERS) PERMANENT ANCHORED POST AS PER SECTION 424.2.17.1.2 FBC 11' -3" 4'-5"1-T 3' -0" 4' -11" FT NEW SWIMMING POOL (11' -5" x 33' -10 ") 3 SP-4 3' -0" NT GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. C-? 0 1 O 0 0 0 0 0 22" 0 MI V. 0 0 0 O O 0 O 0 0 NEW POOL DECK (By Others) 0 0 in M 14' -2" 13' -2" EXISTING RESIDENCE POOL LAYOUT & AREA PLAN 1/4"=-F-0" APSP -fSPA reoenc spa of Fl Inc CPCO56811 954.583.7373 305.461.0084 cel 305.6843804 Fax 954.583.7311 A + , 6507 nw 13th court plantation. L. 33313 regenpool @ao1com /wwwregencypoo1com LJ U_ 0 z Z LJ � m Q 0 z E — o Li; 0 acC d ❑ o Z o ce s _J w U U 1 '' w O w 2 a J 0 0 0 z 0 0 0 z I I.D. No. I ii SIZE 10 NEW MAIN DRAIN LINE I 20 A 30 NEW VACUUM LINE 2 " ® - 1 r F ' 1.5" ® NEW FROG SPITTER SUPPLY LINE 1.5" 0 ) O o PIPING LEGEND I.D. No. DESCRIPTION SIZE 10 NEW MAIN DRAIN LINE 2" 20 NEW SKIMMER LINE 2 " 30 NEW VACUUM LINE 2 " ® NEW POOL RETURN 1.5" ® NEW FROG SPITTER SUPPLY LINE 1.5" POOL EQUIPMENT PAD 5 �P4 POOL PIPING PLAN 1/4 " =1' -0" EXISTING POOL PUMP ( 1.5 HP) O O® WASTE TO WELL 100 SF EXISTING FILTER ®® FLOW DIAGRAM POOL (1) PUMP SYSTEM N.T.S. PLAN LEGEND PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) MAX VELOCITY 10 F.P.S. PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) MAX VELOCITY 8 F.P.S. PVC SCHEDULE 40 NSF APPVD. PIPE (VENT LINE) ANTI - VORTEX MAIN DRAIN ASSEMBLY 0 FLOOR RETURN FITTING 2" VACUUM FITTING WITH VAC LOCK COVER TOP LOADING NSF APPROVED SURFACE SKIMMER 1 1/2" ADJUSTABLE EYEBALL POOL/SPA RETURN FITTING e enc 410, hl InC APSP CPCO55811 #SPA o 954.583,7373 305.461.0084 ce1 305.684.3804 Fax 954.583.7311 6507 nw 13th court plantation, K. 33313 regenpool @aol com /www regency pool.com W U 0 1 r -- PROJECT NAME TO BUILDER SEAL. , 74 --17 , •W1 r . r. JOB No. 403505 DATE DRAWN BY 06/09/05 N.P OFEL1A TABOADA, P.E. SCALE AS NOTED _.1 PROFESSIONAL REG. No. 55339 CIVIL ENGINEER , SHEET ,.._ SHEET 3 OF 4 `14 A.. Sutherland, • P. E PE 44353 (Structural Engineer)' 12926 S.W. 133 Court, Suite A` Miami, Florida 33186 305- 255 -1948 Fax:305- 255-0831 . uj 1 TYPICAL PLATE DETAIL '4.E, 96 ST, -PLAN VIEW Pattern No. 4(o P Weight: ci c-2- Color: VV1LI- 04-J•4 ¶ k t/.s TW Et tOG �o 6 w " °" Finish: VIioma3 v¢wning Dade Ca Produc 4 3470 N.W. 7th Street • Miami, Flor Phone: (305) 649-4511 • Fax: (305) 51DE VIEW- UNIT IOr cam. )/4" 1 OME J RIG V 1 Cl� -- U IOS AL E_ 3 /8 GENERAL NOTES: 1. All members shad be ASA Schedule 40 pipe, galvanized. 2 M other material shall be A36 steel (U.O.N.). 3. All welds shall comply with A.W.S. code (latest edition). 4. Cover all welds with corrosion resistant coating. 5. M structures designed in accordance with the wind load provisions of the South Florida Budding Code (latest edition) ASCE 7 -98 LOAD CAPACn1ES FOR LOK/HC4.TT" W HOLLOW BLOC( 6. Awning covers shall be removed in periods of high winds: E6011 specifically winds in excess of 75 m.p.h. winds. 7. Frames without fabric will sustain 110 m.p.h. winds. • 8. All connections shad be fully welded (U.O.N.). 9. All frames have been designed using rational analysis. LOAD CAPACITIES FOR LOK/BOLTT' IN CONCRETE 174 50 6 16 4a 56• 3/4 Ejnted Tonit4 2,1101114 IA01951 . 6,0000 Sae Ce&1 (It-114 Tunica Sham tension Wear Tensiaa Stcu m 11 2.1/4 2.374 }16• 1,190 1.590 2.200 3.500 4 5330 1.520 1,440 1045 1.750 1070 2.700 1.6 2.045 12 6.372 10.255 16.61 4.050 9.950 5.215 5.015 6.345 9.135 t.730 2.110 3.300 5.275 6.725 11.900 1,670 2,105 3.365 ,145 10.620 16.725 U4• 5,16• 16 ta• £rated. _. • Ceptls t•1a• • 1.1/2 t - 112• Tarqus ASTM C-90 81ock 04bs) .- Tenstan . : Stcar 2-4 6-6 12.16 ". 22 -26 .1.2 1 430 1,700 2.460 1.700 1 970 2.160 2.640 1 Y4". I". 2" STL. !I WELDED TO HEAD PIPE 2'- 6" C. S ATTACHED TO WALL WITH 3/;. 3" RED HEAD SLEEVE ANCHORS la 9 .OL CC IL (6 Q o � to 0 0 N • • • • ITS 102 103 GENERAL NOTES; CLE 3 / M members shall be ASA Schedule 40 pipe, galvanized. All other material shall be A36 steel (U.O.N.). Ad welds shall comply with A.W.S. code (latest edition). Cover all welds waft corrosion resistant coating. Ad structures designed in accordance wdh the wind road provisions of the South Florida Budding Code (latest edition) ASCE 7 -96 Awning covers shall be removed in periods of high winds: specifically winds in excess of 75 m.p.h. winds. Frames without fabric will sustain 120 m.p.h. winds. Ad connections shad be fully welded (U.O.N.). All frames have been designed using rational analysis. Sutherland, P. E PE 44353 (Structural Engineer) 12926 S.W. 133 Court, Suite A Miami, Florida 33186 305 -255 -1948 Fax:305- 255 -0831 L' 0 eC lL VJ th O e U V A H U 4 D 0 0 X a a CA ti V w o A `+y A N 0 1 ISOMETRIC V►EA — UNIT ?DI scnLE . /8" UNIT \ `(DE'/IEk1 -UNIT 101 y4. I ". 2 STL. 4_ WELDED TO HEAD PIPE p 2 - 6 0 C . 5 ATTACHED TO WALL WITH 3t; 3" RED HEAD S UV6 ANCHORS UN IT5 102 k- 103 aEYONJ SI DE u 1E1•k1- UN►-f3 10203 II 1 1OMETRIG CIE W — U 1 c < E6011 X 16 LOAD CAPACITIES FOR LOKIBOLTn' IN CONCRETE EmteO.TnrQta 2.000psi 4.000psi 6.000ps1 Saco: CepW 1R4Gs) Tension Sher Tension. Stear Tension Stem u4• i1 S• are• 112• 5.'8 3/4• t• 1111' 1 -t/1' -S '6' 2•u4• 2 -314• 3.16• • 1.190 1.590 2200 3.500 4.060 1.0.30 1.050 9.950 18.215 • S.015 6.345 9.135 6,372 10.255 16 1 2110 3.300 1.275 6.725 11.900 t,8/0 2.105 3.385 6.145 1 0.620 18.725 LOAD CAPACITIES FOR LOKJBOtV4 PI HOLLOW BLOCX 1/4• 5116 18' 112 Emted.' Targt:e ASIM 0-00 Mack Cep* " . (1ta21s) Tension Shear t -ue• I•1r 1.112• 1.1/1' 2-4 6-0 12.16 22-28 1200 1 430 1.700 2480 1.700 1 970 2.100 2.640 r ) 4 + 2 "STL. Itti ' W EEll: D TO HEAD PIPE 6' O. C. B A TO WALL W ,� 3' RED HEAD S LE AN CHORS SIDE VIEkl SCALE 3 /8' GENERAL NOTES: 1. AR members shall be ASA Schedule 40 pipe, galvanized. 2. All other material shall be A36 steel (U.O.N.). 3. All welds shall comply with A.W.S. code (latest edition). 4. Cover all welds with corrosion resistant coating. 5. All structures designed in accordance with the wind load provisions of the South Honda Budiirg Code (latest edition) ASCE 7 -98 6. Awning,covers shall be removed in periods of high winds: specifically winds in excess of 75 m.p.h. winds. E6011 7. Frames without fabric will sustain 110 m.p.h. winds. 8. All connections shall be fully welded (U.O.N.). 9. . All frames have been designed using rational analysis. LOAD CAPACMES FOR LOK/BOLTT" IN CONCRETE Ea±te4 Torque 2.000 psi . • 4.000psi 6.020 psi Sto : Cep* lit t t) Tension . Shear Tension Rear Tcnstan Sheo( • 1/2 5 6' 3/4• 2.1/4• 2.14 3.3+6• 1.190 1,590 2.200 3.500 4.060 5.539 1,520 2.015 3.070 4. 050 9.950 15.21 '1,440 1,750 2.700 5.015 6.345 9.135 1,. 2.01 3.250 6.372 10 16.615 1.730 2.110 3.300 5.275 6.725 11.900 1,070 2.1b 3.365 6,145 10,620 16.725 LOAD CAPACITIES FOR LOKI804.T"' IN HOLLOW BLOCK Embed. Tacos . AST66G90Bted6 CIA (fi-1bs) Tension Sitear 2-s 6e 12-16 22.26 1,700 2.460 ). I", 2" STL. FL WELDED TO HEAD LICE V1 2- 6 "' O. C. ATTACHED TO WALL WITH 3/8% 3" RED HEAD SLEEVE ANCHORS ISOMETRIC VIEW- U\T 201, 202 203 SCA LE 3/' w. .A. Sutherland, P. E. PE 44353 (Structural Engineer) 12926 S.W. 133 Court, Suite A Miami, Florida 33186 305- 255 -1948 Fax:305 -255 -0831 1 �\D V IEV V cJ N l r 1o4- SCALE_ N 1 GENERAL NOTES: 1. 2. 3. 4. 5. 6. E6011 7. 6. 9. _ _ V I ak - Ukl IT 104 All members shall be ASA Schedule 40 pipe, galvanized. All other material shall be A36 steel (U.O.N.). All welds shall comply with A.W.S. code (latest edition). Cover all welds with corrosion resistant coating. All structures designed m accordance with the wind Toad provisions of the South Florida Building Code (latest edition) ASCE 7 -96 Awning covers shall be removed in periods of high winds: specifically winds in excess of 75 m.p.h. winds. Frames without fabric will sustain 110 m.p.h. winds. All connections shall be fully welded (U.O.N.). All frames have been designed using rational analysis. LOAD CAPACITIES FOR LOK/BOLTna IN CONCRETE Embed To/qurt 2.8cOpsi i.ccjpst 6.00014. Sae Cepth IfE@sJ Tensiaa Shear Tension Stec► Jens 44 Sheae 11 114• t• /e• 5!16' I.1I2' 1e' 1.516• 1/4• 5,6• 14• 2.10' 2.14• 3.16' 1.190 1,590 2.200 3.500 4,060 5 1,520 2.015 3.070 4, 050 9.950 15.215 1.440 1.750 2.700 5.0.5 9 345 9.135 1,9h 2,0 3.2 5.372 10 .25 19.615 1.720 '1,670 2.110 2.105 3.300 . 3.365 5.275 9.725 11,900 6.145 10,920 16.725 LOAD CAPACrES FOR LOKBOLT IN HOLLOW BLOC!( 1/4• 509' 16' 112' Embed .;.Torque ASTMCso eplh (It-los) Tension. : Shear • 1•ue' 1.1/2' 1.1/2' t. 2-4 0-a 12.15 22.26 1.700 2.480 2.180 2.640 ',4..,• r. 2.. S 1 L . 4.. WELDED TO HEAD PIPE 65 2'_6" O.C. ATTACHED 10 WALL WITH 3/ 3" RED HE SLEEVE ANCHORS STRA 1-1 VALA NCE SCA LE 3 /41" Sutherland, P. E. PE 44353 (Structural Engineer) 12926 S.W. 133 Court, Suite A Miami, Florida 33186 305 - 255 -1948 Fax:305 -255 -0831 VGA/ • "1 W _ i f 1.0 • 0 CO 9 ea t V / - 2 3 Q N n nDn — / +• rr r. O r(n7 BM / P2 VARIOUS DEGREE CORNER PAN 050 ,JTN CORNER PAN 050 MIN, 17 20 N 7/8' 1 3/.32' 3 7/32' 3' 1. cr, n rLA7 &AP Ilo r ru N yx .725 3 1/32' 1 1 f 2' M . 100 ,J k 3/ 6J D M 100 T7 13 t- 0- ) 29/32' MOUNTING HOLES 12 1/2 D.G. rl, CROSS SECTIONS VARIOUS TYPES or IT-TRACK NOT 51 /2' 7/8' 1 3/32' 3 7/32' )3/32' VARIES 5' MAXluuu 090 2 3/8' 00.3 r 3 7/32' 1.3/32' 7/8' 2' 1 1/2' 1 PE TURN 14 060 Iv7N N N SPECIAL NET PANEL SECTION 0'-3/4" 1� 'r v4�1[S BLOCKING TY .125 VAP)[S 3' MAX, .060 MIN , /5" 020 5 13/15' 10 L2H /5" MI!) 2' n J, •1 2' LJH 0 1 /8" l✓IIJ, 1 2 1 / 4 " 1 L3H 1 /5 " I ✓IN. 2' 1 /8" hrlri. ! 1/2' ALL STUDS 3/5" ( 77P. J STUD MAY 61 .NTALLED ALL APP/(. NS ANGLES STUDDED N 5 — IN R[i/ERSE DIRECTION : INCLUDES STUOD(O SHOR7CR LE ONLY 3 /4'DIA. L 1H� 1/4 -20 X 3/4 1,5 -8 STAINLE25 STEEL KNURL CD S TUDS 72 1/2' cc. NETER 70 APr'LI(A710NS ON SHEETS 2 & 3 ANCHOR MOUNTING H(Y,tS 105.47(0 ON 3/ 4 ' 1 EITHER HORIZONTAL OR V[R71CAL LCG. 1 11 10 1B AND 19 STUDDED ANGLE. DETAIL I /5" x 1 1/2' rLAT STUDDED STRAP MAY BE USED IN PLACE or ANGLE COlv1RLIF-S WITH. S r B C /294 [DInQtA r,7n, 0ADC COUNT', SOUTH rL Dp10A SOLOING CODE 23)45 •ATIGUC LOAD i C5 7 INC AND 231,5 IAr,P.SCT 7£575 CE.S CRITERIA WIND LOADS PER CHAPTER 23 Cr S rg PPCSSUPE PCD UIR£A /CN CA1 h +UST EE PCR0OR/!CD PEP ASCC 7 -55 ,l4INPAUA! DESIGN LOADS FOP BOLDING AND CTH£P 57FlIC7LJFSS GENERAL TvOTES ALU✓/NU / C >' /1/S 70 5E A(LOY 6053 -76 OA' C0U• +L STORM PANELS SHALL FC 24 GAUGE STEEL, A57A% .4553 50 6PADC C ANN ry _ 20 K5/, M /!I /h NIA V41fIE V/1TH .0.51 MINIAIU/4 7HICI<NE55 HOT DIP COATED Iv1714 A r. Ivl07H Or r2 7/2' LJH 7 HC 570P/.r PANEL S /'U7 MAY EE /N57ALLCD v;PTICALLY 0' k'0 VIN ACCOFDAINC£ 7 0 THE OE7 AIL (0 .SPE ICA710NS H'CFEIN RAI.(LS / ✓AY BC /"OTCHCD OR l✓l7CAYD 70 ACCOA!YODA7£ AN 055r')I)CTI0N A)!CHORACE or 7) SH U77ER SYSTEM 70 CONCRETE OF dr45ONR/' SHALL C0 /• /515T or THE rot LOKI/1G OR EOUAL MATH MI NIA! UM LILT1/,LAT( L0A0 vALUC5 SHOW,' 7/4" DIA, PA 1 L 0/! /ELL T ANC/ -'OP ( SLEEVED DP/VC ANC ) MIN T£l•l5 /l E 7 1 20 - 1, /,VIN SHEAR 1520 - 1 1 /5" 1,01,1 C I N C01•/CFC7C MIN TENSILE 1200 - 1ON. SHEAR 1270 - 1 I/O" L!nd (//EEO. /1N ldh$0NP'1' 1 /4 -20 PAWL CALK -/N AJJCH0P ( MACHINE SCPEW ANCHOR ) Iv17H 1/4 -20 SOUS h %uN TENS /LC 1570 - Aua / SHE,AR 1 730 - 7/8" ,uaN. Cr ✓000, IN CONCPCrC MIN, TENS /LC 5,50 - A <l1,( SHEAR 7, 440 - 7/5' / ✓ /N £/✓000 I/J h /'S01VRY I/4 " PEP/ ✓A - SEAL 7APP£R 5Y PAWL ( h.lA50/"RY SCPCII'S VARIOUS HEAD TYPES ) NIIN. 7El•ISILE 1520 - /')/I SHEAR 1230 - 1 1/2" MLEN. Cm5E0. 1N CD/NCPCTC LAIN TENSILE 550 - l ✓./l/, SHEAR 1270 - 1 1 /e 1,11/•!, Cv000 IN MAS0 //RY 1 /4 " [ A/AAC NAIL /1, EY RA lit ( [ ALGA[ HA/J/ ✓£R OP1/'CS ) M/N. T(INSILE 0E0 - LT/N SHEAR 1 - 1 3/5" m/w. CL /SCD 1 C0//CPC MIN TENSILE 730 - /A//N, Sl -'CAR 1520 - 1 7/4" L/ /N. CA%ECD. IN A/ACONPY ANCHOPASE 70 W000 C0'S%PUCT10/V SHALL BE 7/4" 570EL L405 OR L ARC ER WIT 7" / ✓II/ THREAD PENETFA7/0N, 1/4 -20 &PASS WOOD sus)-//7VCS 0.R 1/4" CLOD PANEL 1.4 .47[5, V;TH 1 7/5" ,WN. THREAD PENETFATION OP 7/4" mASOINARY SCREWS 1407H 7 7/8" MIN TREAD PENETRATION PETER TO SHEETS 5.5 & 7 Or 7 FOR ANCHOR SPACING AND IiINIArUL.r CA { 6CDMEN7S /7 SHALL SE THE PESPONS /BIL Or THE CON7PAC70P TD IEPIn' 7NE SOUNDNESS Or THC S TRUCTUPE 70 w7THSTAN() THE ADDITIONAL LOADS AND /NSUR£ PROP[P ANC)-'OPAGE EACH PANEL SHALL BEAR A PERMANENT LABEL OP 5 TARP SHOWING NCTALTCCH, INC H/ALEAH, rL " DAD£ COUNTY PRODUCT CONTROL APPROVED WARNING 70 OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL 01 EACH OP£NiN0. STATING " 5 70P/4 PANELS WILL NO7 orrER HURRICANE PROTECT /ON UNLESS ALL REINFORCIN S TRAPS OP 80L 75 APE PROPERLY /H5 TAL L 00, W1,!EN REOURCD PCPI, /A1.1EN7 rASTCNER C0MPOn/EN7S, El ✓ °£0000 ANCHOR 60t TS. TH'RE'ADED CONES DR ME7AL SHIELDS. NOT IN USE (MUST °C PP07CC7C0 AGA /N57 COPROSION, CONTAMINATION AND DAMAGE AT ALL TIME, 1 ;2 :; THCK KEY IyOLE INASHfR G ROBERT S. MO SOUR, PE EB- 0006024 tails ENGINEEt INC , INC APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ' Z2- Z ee• By PRODUCT Co TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO., r)1 - 02- U � 24 ga' 6 v ... 1 SCP /JRG 7 01/10/05 SI /OI NOTE* M �S :gym J ED C.D. C DETAIL 1 SU ANCHOR SCHEDULE CONNECTION TYPE "D" E. D. � A • ,NOTE;*, OBSTPrUCTION A SCE An'CHOP SF,HCOULC CONNECTION TYPE "B" - 500 �J RULE srOaM PANEL rLOOP PLUG AND MACH,NE SCREW ANCHOR 1 D.C. C0 /' ° J O G 10 OR 11 HEADER o, SILL • DETAIL 5 .(-16 DR@ r(A/IGC MAY SC Pc14PSCD DETAIL 9 SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS, PANELS MAY BE 400ED TO WITH A MA)9MUM ADO ON OF 3" 1ASYENCD 70 PANEL BY rHE USE OF ,L'64 POP RIVETS 3/16" rUBU1,R RNE75 OR 70 - 24 THRU BOL 75 7 5" C.C. CORNER PAN ANGLE MAY VARY 1/4 -20 7HPU BOL is/ LOCK NUT 72' 0 0 SCE ANCHOR SCHEDULE CONNECTION TYPE "8" OP OTHER HCADCR o7 SILL REFER 70 YHA7 APPLICATION roR PROPER CONNECTION TYRE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER 1'/!TH x'64 RIVETS OR /5 TCCK SCREhS 12 0.C. PC PAN, ANGLE, 7 UBE OP W000 MUST 8E USED ON AL Mgt OUT CONOIT i0 CLO'.,E Orr 005 PET(/RN PAN VARIOUS S12CS 1/8 X I 7/2 FLAT BAP I SILL STUDDED M7TH IVINGNUTS NOTE l E ADrP or Snc DETAIL 2 SLOTTED MOUNTING HOLE MAY BC USED IN CENTER WEB Of PANEL, rrP, roR ALL SPECIAL PAN APPLICATIONS, PLAN V'EWS DETAIL 12 A, 9, C & D i 510 ANCNOP SOP(OLIL C CON.NECTION TYPE "C" E.D. • NOTE:* 7 5/8 • MAX 715 PSF MAXIMUM MAXIMUM PANEL HEIGHT 96 "- CONTUI0005 6( °G m.< 18 ) OR 119 :/ b/GLC BOLTED TOGETHER WITH /4 -20 THRU BOLT w/ LOCK NUT 6' OC. USED AS HEADER OR SILL 1• am", SCE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 NOTE* 'E0 DETAIL 10 HEADCP ON TOP SU ON BOTTOM INS/OE CLOSER PAN ASSEMBL Y 00 FLOOR PLUG AND MACHINE SCREW ANEHQR 72' 0.C. 20 r 3/4 KNURLED STUDS WITH WASHERED VRNGI ITS (TYP. ) DR 7/4 -20 RIVETNUT WITH 1/A -20 r..001; PLUG (TY..) O ' I/ < - 70 BOLT �r LOCXRJT SER PAN HANOL( J: 6•- E' rRO4 E rro,7 ONE EACH WE % 6 (6) HE,, OCRO < S4L CO 11 V S£C ANCHOR SCHCOVI CONNECTION TYPE "A" DETAIL 3 h� ADCR or Ski F 1 j _ ) EE It 7/LL£D /' rC Ol'((7 /Ol✓ O HEADER or SC. X10 O P 11 MAY 6E INSTALLED IN P('LPSE DIRCC'101✓ AS IN DETAIL 6 CONTINUOUS €:CICKnrG 16 OR 19 S /16 ANGLE BOLTED TOGCTHEP WITH 7/4 -20 THRU Alit T w/ L OCK NUT 6" D .C. USED AS HEADER OR SILL OR ® CONTINUOUS BLOCKING 3/ ANGLE 14-20 MACHINE SCREW ANCHOR w7TH SIDEWALK BOLT OR 7/4" MASONRY SCREW .5" O.C. J MINN. EDGE DISTANCE POURED CONCRETE ONLY OPPO ^.'AL V5E Or , ./e . A. +'DL / 'OR PURPOSE OF EXTENOLNO N'ALL ■ MAXIMUM GAP BETWEEN STROM PANEL AND D.L.O. SHALL NOT ExCECO I /a` AS VIEWED FROM FRONT VICw 1 �J PANEL NO7CHCO A7 807 04I 70 PASS OVER 5 f0 AIID IWNEWL/7 IN SILL (EACH ')CE) E.D. • NOTE* HCAOC/TT ,v SR( / 1 - 6)(16 1 HLADCY, ,, S41 1(0 i /'CHOP SCH(D!l1 CONNECTION TYPE DETAIL 4 SCI / SCI-ICCU(C CONNECTION TYPE "A" J ta 11 — CONTINUOUS 0000 BLOCKU:'C. VAR10US S1IE5 DETAIL 7 MA.VIMVM NOTE: OP OTHER HCA&E.T c' SILL FCFCP 70 (NA ARP(1CA;ION PROPER COI:I,'CC710N n'PC / 2 i . . AAA ( 5TOPM PANEL ROBERT S. MONSOUR, PE EB- 0006024 2.iIH'IS ENGIIIEED.1NG, 111: 1 VIRICT STORM PANEL HORIZONTAL INS7ALLATON CL C I '4 iQh/ !OR C.D. E.D.', DETAIL 11 l r0 WHEN ANCHORING TO w000, THE WooQ MUST BE A M /NLMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE (0 IT SHALL BE THE RESPONSIBILI FI OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STALJD THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000, CONCRETE. MASONRY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 2- p C3 BY PRODUCT ,r; TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q �1 SEE ANCHOP 5C!- 1 E•n+QOr. OP 0,00.• 0 ' - -(0 CONNECTION TYPE "0" • 1 \\— - 20 r 3/ KNURLED STUDS % ?H WASP( RE0 WING NUTS 1 2 I /2" 0C. (n'P) MAY 60 MOV/:Yt( VEFTICALL1' QF N0RI:0,1" ALLY SET A ✓CHOP SCHCOULC CONNECTION TYPE 'B" DETAIL 8 11 VCR7/CAL 1N'S rAl (1.710w CLCI 4710/') R 19 CONT 6LOCKINC Z —BCLJED TOGETHER N',TH 7/A -20 THPU 6OLT BY LOCK NUT 12" O.C. NOTE:* ' `-' 0 1 @ c 0NT INU0US 6L OCK /NG SEP / . /P5 / RCM 2 j a - 20 1 PL Ur; w 11 H h'A r./•w'C SCRClY ANCHOR H(ADCR OR Sal C1)NCRETC OR MASONRY A , CONNECTION TYPE ''A' 'E'D. PETER 10 OEr(C CHART GLASS MFTZTI„ . at TORM PANLL CONNECTION TYP 1/4 -20 rLOOIp PLUG I4'7H 7/4 -20 BRASS WOOD BUSHING HEADER OR SILL IN70 WOOD NOTE _ a - 1" MIN. J DETAIL 15 J/4' Mud. 1 1/4" MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" SERVE THRU 14'INDOVV STORM PANEL DETAIL 19 HEADER or SILL NOTE TH( /.r(TALT STOR /J PANEL MAY 6C INSTALLED Iw7HDUT TH( usr. or AN (xTRUDED HEADER OR SILL 7Hr SHUT7CR dlA BC ANCHORED DIRECTLY TO THE STRUCTURE I4'1TH 7HC USE or ONE OR A COMaNATIOI Or 0E7 Aft 13 NOTE:* 17. NOT • L • D l 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM 14 COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE or OTHER MATERIAL i HEADER or SILL DETAIL 16 SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" O.C 5 z 1 SCE ANCHOR SCHEDULE CONNECTION TYPE "C" NOTE* 1/4 PANLL MAT( SCREIY WTH 14 - STUD H(AD ,I117/4 WASH( I1'IA'J HEADER R(D OR GI SILL UT W000. CONCRCT( OR'MA(O/'R>' E.D CONNECTION TYPE "A" CONNEDTION TYPE "A" 1/4 " PANEL MATE I WITH MACHINE SCREI4' HEAD WITH 14 - SIDEWALK BOLT HEADER OP SILL NOTE* WOOD. CONCRETE OR /4SONRY J _1� L frl: C O� EI D O . DETAIL 17 (DC 0 HEADER or SILL SCREWED OR BOLTED TOGETHER WITH r/4 -20 THRU BOLT N/ LOCK NVT 12" O.C. p® CONTNUOUS BLDCKTG 1 /4 " ANGLE • E r 140TE"7� REFER 70 DCrCC CHART GLASS MITALaCN.'n. STORM PANLL or HEADER or SILL S(( ANCHOR SCHCDUL( CONNECTION TYPE "A" 1/4 -20 MASHLNE SCREW ANCHOR WITH 5 /DCWALK BOLT OR 1/4" MASONRY SCREW 4" D.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL PA/'C1 SCCURCD I1' /7H Ii'ASh•R(3 Iti'ud, i.'UTS STUCCO r maSH RLr(R 70 DEr1C7/OI/ CHANT NOTE: * I �C` TALTCCH. we 57081./ PAN(L HEADER of SILL , , C OL— EO M " .. , o . N01 5C( ANCHOR SCHCDUL( CONNECTION TYPE "C" DETAIL 18 ROBE S. HONKER. PE EB- 0006024 ®oF • NOTE:* CGt1NLCTION TYPE "A" [1L0 t . • t 1 1- L .2. NOTE* COtarZc TION TYPE "A" F15- STUCCO INSTAL L Ail ON DETAIL 14 SEE ANCHOR SCHEDULE E D. v CONNECTION TYPE "A" NOTE* { 5; DETAIL 19 WHEN ANCHORING TO 14'OOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE I4'rTH 0.55 SPECLF/C GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE AND 21 HEADER or 52L IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO YLRIF I THE SOUNDNESS OF THE STRUCTURE TO l4'/TH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER S YS TEM MAY BE INT SAL L INTO W000, CONCRETE, MASONRY. APPROVED AS COMPLYING WIT THE SOUTH FLORIDA BUILDING CODE DATE O 3 L ZOO I BY PRODUCT C NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO OJ -O2 • 01 J W 0 2 cc 0 1-- U) DESIGN PRESSURE PANEL SPAN 44.40 7 24 " 47.8 7 123 51.23 1 19" 58.06 7 72" 61.47 709" 66.85 704" 77.46 700 75.30 95" 81.45 88" 86.83 82" 97.44 78" PANEL HEIGHT 0"-&'0" ` - %'' vdALL MOUNT 2 5/8" .3 1/2" INSIDE MOUNT 2 5/8' 3 1/2" BUILD OUT 2 5/8" 5 1/2" PANEL HEICHT D " -10., I o44 -lit 11'A LL MOUNT 2 ,. 2 1/-1.. INSIDE MOUNT 2 .. i / - BUILD OUT 2" 2 1/4" TILE TAL TECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP, REFER 70 PANEL DEFLECTION CHARTS. 24 ga. STEEL rROI,T VIEW SIDE VIEW HORIZONTAL BRACE STRAP HFAI ANT) .8111 HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINGPIUT 12 1/2" O.C 1/8' x 3 /4" FLAT AL U1 BAR SIDE VIEW 124" MAX , PANEL HEIGHT 1)0 PANEL STRAP IS RCOUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE EET'ATEN GLASS AND PANEL DETAIL "E" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE, lF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. GIRDLE DETAIL "G" FRONT VIEW MAXIMUM GAP BETWEEN PANEL AND HEADER IS 7/4" (rYP.) DETAIL "F" DETAIL 13 ON 5HEET 3 / � / DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING Nov Top d: 60770M NO HOR. OR SILL KEY HOLE WASHER PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY 0 z 0 DETAIL 3. tr ON SHEET 2 1 4 2 4 ti D O u / / 24 GAUGE r1AXMILA IP1PACT STEEL STORM PANEL 0 8 DETAIL 3.4, & 8 ON SHEET 2 WALL MOUNT ANCHORING PANCL TOP d 807701.d WITH STUDOCO HDP /S1LL rROI 7 VIEW SIDE VIEW HEADER A1.0 SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL I ON SHEET 2 DETAIL 15 ON SHEET 3 WALL MOUNT WITH NDR. AND SILL 124" MAY. PANEL HEIGHT OIVC PANCt STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP miN1MU DISTANCE BETWEEN GLASS AND PANEL DETAILS 5.7.9, 70 ArID 1 1 ON SHEET 2 DETAILS 5.7.9.10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS ( 171 ROBERT . M©NSOUR, PE t (■fnFn7A DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 \ ArAD(F DETAIL 4 ON SHEET 2 BUILD OUT INSIDE MOUNT MTH HOR AND SILL WITH NOR. ANC S'L APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE/ 2Z Z �1 BY . APIC, PRODUCT C'0" ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 O z OS Uk 1 SIP /JF9 01/ SHOWN 2s van 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 59.6 PSF 71.5 PSF PC7UUYfD Cop( PE1E COKC' BLOCx MUUED CO,+C.nE if CD PEI BI DCK c DUNE C 1 K.N 1 P CO, ❑R C 'Ou 1, COPTRC 10: 1 \Tt L01 :PEC1K)1+1YPE ANCHOR TYPE PANE E . A I B I C D E A B I C I D l E A B C DE A 8 C 0 [ { Lt � 1 68 ' Sp nn �' 6 13 11 13 13 G 13 9 13 13 16 13 7 13 13 13 • 13 13 16 1J , .1 ..... ............ 1J D 3 1 16 13 3 fl 13 13 16 16 16 13 9 .. .,..,, 13 J 13 G 8 7 8 6 7 5 13 13 116 13 11 13 13 .... .. 13 13 1 16 13 9 13 13 13 13 1 16 13 7 13 13 2' _ '�� v °' 114 s[( (v[ r:NCHCR 1 114" 1011.1. ( MC[G, ✓[wT Er Sp:"n 3 16 13 B 13 13 16 13 10 13 13 16 13 : 7 13 13 116 13 B 13 13 16 13 5 13 13 16 13 6 13 13 16 16,, 15 12 13 16 9 : 8 12 : 13 12 12 I 16 8 ' 7 11 12 9 10.. 15 7 5 9 11 2 1 I4• )05' span 3' 16 9 7 12 • 13 16 9 8 12 13 16 B 6 11 12 16 8 ? 11 12 15 7 5 10 11 16 7 5 10 11 15 5 6 7 6 15 5 7 7 6 14 .. . 6.,;. 5 6 5 14 12 4 4 6 5 12 4 4 6 5 2' v °' 1 24• span 15 5 6 7 6 15 5, 7 7 6 14 5 5 6 5 14 5 6 6 5 f2 4 4 6 5 1? 4 4 6 5 • ;,: ,.` 2' 1ra 68' Span 3 f6 13 1D : 13 13 ,G . 13 8 13 13 16 13 1 3 13 15 13 7 13 13 15 1 3 6 13 13 i 14 13 6 13 13 16 13 ' 8 13 13 14 13 7 13 13 16 13 7., 13 13 13 13 fi.., 13 13 . . ., ..... ....,. .... 15 13 6 13 13 12 12 5 12 12 2' _ 1 14' J 1 1 I4• SLEEVED 1 3 /B DPI \I ANCHOR MIN. EIABED,M%EN," 68' Span 3' 16 13 8 13 13 13 10 6 13 13 16 12 6 : 13 13 I12.: 9 5 12 12 14 11 5 11 11 1 9 . 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 i 10 5 4 6 7 12 6 4 8 9 9 4 4 6 6 2' 114 D5' Span p 15 7 6 10 11 11 5 5 7 B 7 .. f3 6 $ ID I .., a. 12 6 4 8 9 9 4 4 6 7 13 4 6 6 5 11 4 4 5 4 10 4 4 5 4 9 3 4 4 3 B 3 4 4 3 7 3 3 4 3 p ,, 2 ' 2' '• 1 /a• 2A1 1 3/e /AC HAI.'MEP DRIVE MIN. [w;BEDMtNT 1 . 2 4 " Span 3 13 4 5 6 5 9 3 4 4 3 1 1 4 4 5 4 B 3 4 4 3 10 4 4 5 4• I 7 3 3 4 3 F { : - I iI .' _ .. ._. 2 1 1 4' I VARIOUS HEAD TYPES l'_1t111f11 it =' .EPT iIII-V aIVX ' ." I'ts' Ll�lllj 11j1�1 — f S 1/4 MASONRY SCREWS 11/2' Mna. EMBEDMENT 68' S 3 16 13 13 13 13 ! 16 13 9 13 13 16 13 12 13 13 16 13 7 13 13 16 13 10 13 13 116 13 6 13 13 16 13 13 13 13 16 13 ID 13 13 16 13 B 13 13 16 13 7 : 13 13 15 13 6 13 13 14 13 5 12 13 2 11/4' Br Span 3 16 13 12 13 13 16 12 7 13 13 16 13 10 13 13 ! 14 11 6 13 13 1 6 13 8 13 13 13 10 5 13 13 16 11 10 13 13 16 10 8 13 13 15 9 7 12 13 13 6 5 9 10 12 6 5 8 9 11 5 4 7 B 2' 1 1I4 105' Span 3' 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 12 6 5 B 9 16 9 7 12 13 11 5 4 7 B 16 7 B 9 7 16 6 7 8 6 16 6 5 7 16 1 11 4 5 5 4 10 4 4 5 4 9 3 3 4 3 2' 1 1I4• Span 124' Sn 3 16 7 , .. .. .. ? . , .1. 1 . 1 ,... 4 .., 5 ... 5 .. .4 !6 6 7 8 6 iD 4 4 5 4 16 6 6 7 6 ; 9 3 3 4 3 .- r � ' 1 1;4• 16 13 13 13 13 16 13 8,.. 13 13 16 13 11 13 13 16 13 6 13 13 16 13 9 13 13 114 13 5 13 13 68" Span 3 16 13 13 13 13 16 13 9 13 13 16 13 13 13 13 16 13 8 13 13 f 6 13 11 13 13 ; 16 13 6 13 13 2.5' �• 2 ' 6p' Span 3' 16 13 13 13 13 1 16 12 7 13 13 16 13 11 _.. 13 .... 13 ...;. 14 .... . 11....6...1..13...16 ... 16 13 8 13 13 i 13 10 5 13 13 16 13 11 13 13 13 6 6 9 10 12 1 12 6 .. _9,.. 16 11 7 13 13 1 11 5 4 7 8 114.20 x 718' • 1 2' DIA. MACHINE SCREW ANCHOR 718' MIN. EMBEDMENT 2.5' 2' 05' Span 3' 16 13 11 13 13 13 6 5 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 I 11 5 4 7 8 16 8 9 11 9 11 4 5 5 4 16 8 7 10 B 10 4 4 5 4 16 6 9 7 9 13 3 4 3 2.5' 2' 124' span 3 _ 16 11 9 11 8 9 4 5 5 4 15 8 7 10 8 10 4 4 5 4 6 9 7 1 9 ... 3 .. 3 4 3 f ? ci:- _.:r_r,.nS-:a1i .li _ -.. .. �; ._ .tr f_� iSi:•Eaq..__ - _ _ ; . i : " ?- i'. . 1 _.. ._Fla _•C�:... c''e > , yJ :�:� +,• -ti :. <• { 2.5' A N C H O R S C H E D U L E ROBE T S. ■ONSOUR, PE BB- 0006024 NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY, FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. G!IhNI,TUI,L [NEE 01 /E v'7 4WD CDCC DISTANCE C`'CL UDC STUCCO AND/OR YELL CIKSHES s Ar.r AS PPE LEN ANCHOR C_O/ D7nOJ S THAT AF'£ .'L 7 ACCCPTAGLC /7 SHALL E£ THE PE3Pw Or T h'C COW] RAC TOR 70 1QRIFY THE SOUNDn'£SS Or 77-1" STPUCTURC TO IVIThI 5TAND TH£ ADD/7IONAL LOADS AND 1/,'SURE PROPER 4.' \'CHOPACC. SHUTTER SYS7CI,4 AWAY EC In'TEALL INTO WOOD. CONCRETE OR MASONFY APPROVED AS COMPLYING NTH THE SOUTH FLORIDA BUILDING CODE DATED�J 2 Z I BY RC , /�[� PRODUCT GBidTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0I` )E.Qs •Or 5 . ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 81.5 PSF 91.4 PSF POV.E DCDuCrIIC COUCRE ROuRE000f PEtE COPCPt1CB10CK CONN(. C lip/ 1 vPf CO/04C try;tvnf COJl1C 1 101f 1 Y COw+ECnON IYIE ANCHOR • YPC PANIL r . A B 1 C I D I E A I B C ID C A B c D E A B c D r I 68'Span 3 16 13 8 13 13 16 13 9 13 13 16 12 5 13 13 16 ' 12 7 13 13 6 11 5 13 13 6 11 6 13 13 16 9 B 12 13 16 8.,.,..7 11 13 15 7 5 10 11 if 16 9 9 12 13 16 B .,. 7 11 13 I ?5 7 6 10 11 1' rnrn U t 1114' 1/4' SE[ [v[ :HO 1 1/4" MI14 Unfit DM( NT 14 5 5 5 13 , 4 , . 4 5 ? 11 4 4 5 4 14 5 6 6 5 13 4 5 5 11 4 4 5 ... 4 Br Span 3 ' 16 6 6 B 7 16 6 7 B 7 Q 14 5 5 7 6 14 .....5 . , . , 7 S 4 I 13 6 6 5 13 5 5 6 5 2' 11/4' 105' Span 3' - . r. �, ! 'r. • - J .. = , r - 1 11 y ' =.. ' r h 2 1114' 124'Span ?_` A F - a . : . ?�.1 i. f _... Ba 2 11 68' Span 3' 16 11 7 13 13 13 : 8 6 12 : 13 ;1 11 15 1D 6 13 13. 11 6 4 14 9 5 13 13 9 1D 15 7 7 10 12 . . 13 .. 6 .., 5 9 10. 12 6 4 8 9 . 11 5 6 7 9 ,10 ..r'. ., 5 ... 7 8 9 4 4 6 7 2 p H 1 114' SLt1Vt 1 31e �H DRIVE ANCHOR Islr EMBE DId EWT 88' Span 13 5 6 7 6 1 10 4 4 5 4 12 4 5 6 5 1 9 3 4 4 4 10 4 4 5 4 B 3 3 4 3 12 4 5 5 4 1 9 r .' 4 4 10 3 4 43 ... H3 3/ 9 3 3 4 3 7 3 1 2' 1 ?ro' IDS' Span 3 r r . ,. . - -... .. :. ' r - r 1 j.+ • 9. J I {' '! ^. \ 114' 2 1 31r I AMA C F,AMM {R DRIVE 1414). EMBEDMENT 1 il4 124 Span ' ?: _ 16 13 : 11 13 13 1 15 10 7 13 13 16 13 9 13 13 1 14 9 5 13 13 6 13 7 13 13 1 . 12 8 4 11 12 r l 16 11 10 13 13 14 7 6 9 11 15 10 8 13 13 12 6 5 B 9 16 9 7 12 13 11 5 4 7 8 2 VARIOUS HEAD TYPES a, !fl,A11 MAI: `,� 5F t ftill :=.a lfili,l;: F7+-I')\- -� - .` l� :`1' �1Llt�II,f.S1!• — 1 /4 MASONRY SCREWS 1 1/2' MIN. EMBEDMENT 68 Span 3' 2' 1114- 88' span 3 16 B 9 10 9 • 12 16 7 7 9 8 ' 10 4 • 4 5 6 5 4 5 4 3 5 4 16 6 8 8 6 11 3 5 5 16 5 6 7 5 9 3 4 4 3 15 5 5 6 5 8 3 3 4 3 2- 11/4 16 6 ' 6 B 7 9 4 IDS' Span .` c r iJ F J J fi F7 JJ F /J1! JJi C F! F C JJJ J tiJ 1 n 2' t 114' 124' Scan 3 '= _ - t t 1 G J F Fes �4 � ; 7 S 2' 66' Span 3 ' 16 13 12 13 13 115 10 7 13 13 18 13 10 13 13 1 14 9 6 13 13 16 13 8 13 : 13 1 12 8 5 11 12 16 13 i 11 13 13 14 7 6 9 11 16 12 9 I 13 13 12 6 5 B 9 16 11 I 13 13 11 5 4 7 8 2.5' I 2' 88' span 3 ' 16 9 9 13 11 , 12 4 5 6 5 16 8 8 11 : 9 1 11 4 4 5 4 16 8 6 : 10 : 8 i 9 4 4 5 4 16 7 8 10 7 11 3 5 5 3 16 7 7 9 6 9 3 4 4 3 16 6 5 8 6 B 3 3 4 1 a go x 7!8' , 1I2' Di A. WAC HI Nt SCREW ANCHOR 7/8' MIN. EI1�9EDME NT 2.5' 2 105' Span _ 5 �' F3•'4 ,r. 5 •� Pj 7 ��. C� � " . i � 2.5 s r �S r xfrr z !E tz> '' I 1 J d r' � �. 74 ... h. ?r. { '�� ._... ' s < < ��c c i t ic � r : 'C. ficC ,—T t a y .i pc- tr' c, r' 4T'* - ' -1 sr, - .€ 3 i—Ai 11 -' .-1-C4 r f . �j r..} `' _ T = C 5 . =J. n- 4. 1 _r J r 2 ` 7 1111 • * 5 a T h y r ~ } `r ;�� 4. r c �•'ff. •-� r L } C - rF :! "f'" � 3!^?9• =.r L T :1 124' SC an 3 2.5 ANCHOR •S C H C D U L /� ROBERT S. MONSOUR, PE EB- 0006024 P. 1'15 EN1'1111FF DIN ". Ilir NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. /1INU,IUI,4 CI\BCOMCl:'T AND CDCC DISTAIJCC C; :CLLID£5 STUCCO AND/OR WALL 11/'151 -IES 5 / AFCAS RCFRCSCNT .ANCHOR CONDITIONS Thn ARC NOT ACCCRTA @LC IT SHALL PC THE /CSPONSiElUi nr TN£ COI 70 1'CRlrr THE SOUNDNESS Or THE s TRUCTU' C i 1.'iTH STAA'D THE . :DOT /v4L LOADS AND /fYSURE PPOPEP AN SJ::L/TTCp S YS, TEA! ;, e1 EC / /,,TS,LL u,'TO •,OOD. CO/aCFC OR MASOIJPy A PROVED A 3 AS Z COM � • \'19TH THE SOUTH FLORIDA BUILDING CODE : � BY 1l 7L�'�1i PRODUCT seTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NCO — (J 2 C:€ 11 -0 I 1 SCF /JFB /P34• 01/H) /.5 SHOWs .9;10 6 WOOD APPLICATIONS UP TO 59 5 PSF UP TO 71.5 PSF __ UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR T Y P E DIA SPAN A L 8 I C I D I E A I B I C I D 1 E A I B I C I D I E A I B I C H I E 9 4 4 6 7 7 3 3 — _ BRASS WOOD BUSHING SE 1' MIN. PENETRATION _ 68" SPAN 14 13 5 13 13 11 8 4 11 11 9 4 4 6 7 8 3 3 4 3 12 12 5 12 12 9 4 3 6 7 8 3 3 4 3 10 7 4 10 10 8 3 3 4 3 66' SPAN 105 SPAN 124' SPAN _— 11 Yr J 11111y ` t!1!11111� 1 111� 11 a� . ,,<' 68 SPAN 15 13 8 13 13 14 11 G 13 13 12 6 a 8 9 10 4 3 5 4 15 13 6 13 13 12 G 5 8 9 10 4 4 5 4 14 9 6 13 13 10 4 4 5 4 Y f -- 16 10 7 13 13 12 5 5 6 5 _ i s ; r " 12 6 5 8 9 9 3 4 4 3 • 14 7 5 9 11 11 4 5 5 3 68 SPAN WOOD LAGS 1' MINIMUM TREAD PENETRATION1 105' SPAN 124' SPAN 11 11 ` tr` � \�l� »!1)1 `1111111 : 5116' 68' SPAN 16 13 10 13 13 16 13 7 13 13 14 7 6 9 10 12 4 5 6 4 16 13 8 13 13 14 7 6 9 10 12 4 5 6 4 ... ;c_ Er SPAN WOOD LAGS 1' MINIMUM 1 READ PENETRATION 105' SPAN 124' SPAN 4__, t11 t \1)�»�! 1 \1�1��N> WOOD LAG& 1' MINIMUM TREAD PENETRATION 3r8' 68 16 13 11 13 13 16 13 9 13 13 1G 8 7 11 12 13 5 6 6 5 16 13 9 13 13 16 8 7 10 12 • 14 5 6 G 5 r ' _: , �`�;' 5 12 8 13 13 14 5 6 7 6 • S r k ; "'+ ` �, 16 13 9 13 13 16 6 7 8 7 r' ` ^ - •''' 16 8 7 11 13 13 4 6 5 4 l �� _ —_ _• ,• r 88 - SPAN IDS' S PAN 124' SPAN l 1t 1 µ� \\\\ 11 t ?�} \�11V�� ) \) LLLJJJ 7116 68' SPAN 16 13 12 13 13 1 5 13 9 13 13 16 9 8 12 13 15 5 7 7 6 16 13 10 13 13 16 ,. 8 8 12 13 15 5 7 7 6 '' - .:'.. - 1j::':;.::. , ',: — �_... 16 9 8 12 13 1 5 6 6 4 �r ,= be' SPAN wOOD LAGS 1' MINIMUM TREAD PENETRATION 105' SPAN 124' SPAN atia I I \ \W 1\n \- 114' 68' SPAN 16 13 8 13 13 14 11 5 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 1;: 13 12 6 5 8 9 10 4 4 5 T w 4 14 9 5 13 13 10 4 4 5 4 s sti r 12 6 5 8 9 9 3 4 4 3 66 SPAN 105 SPAN 114' ELCO PANEL MATES 1 718' MIN. THREAD PENETRATION 124' SPAN _ 1r4' 68' SPAN 15 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 13 12 6 5 8' 9 10 d 4 5 _ 4 ` 14 9 5 13 13 10 4 4 5 4 o- ' 12 6 5 8 9 9 3 4 4 w 3 s 4. 1 t MWM - " , �} " 68 SPAN 114' ELCO PANEL MATES 1 718' MIN. THREAD PENETRATION 105' SPAN 124' SPAN VERIOUS HEAD TYPES ) \)41n11t1 \\ \l\W 11 \9' 114' 68' SPAN 1 6 13 8 13. 13 14 11 6 13 13 12 6 5 .._ 8, . ,... 9 10 4 3 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 14 9 6 13 13 10 4 4 5 4 ', - 12 6 5 8 9 9 3 4 4 3 •, " 68' SPAN 1i4' MASONRY SCREWS 1 7I8' MIN THREAD PENETRATION 105" SPAN 124 ' SPAN A N C H O R • •S C H E D U NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR. DFTERMUUING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO W000, THE WOOD AJUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUGURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE EB- 0006024 Fk 1 EttGHEEFLAG, MC. APPROVED AS COMPLYING WMTH THE SOUTH FLORIDA BUILDING CODE DATE 3 l2 •� I BY ��.� • /I.,1 PRODUCT C TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 1 OZOS -c! 1 Il ' scP / ✓RS /RsM 7 GLASS OPTION 8 DESIGN PRESSURE RATING 00.5 W!NOOW WIDTH WwNOOW HEIGHT 56.000 63.000 50.625 NEG. POS. NEG. POS. NEG. - 75.0 • PO5. 75.0 1 64.000 - 75.0 75.0 - 75.0 75.0 66.000 -75.0 75.0 -75.0 75.0 -74.2 -65.2 74.2 65.2 72.000 -75.0 .75.0 - 72.8 72.8 74.000 -75.0 75.0 -70.2 70.2 -62.7 62.7 ALL SMALLER SIZES Nor SHOWN ARE +7 7.. P.S.F. 63" .'4fAX 4" (SEE NOTE 4) i i " MAX. I---- 0N CENTER SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS . ---- 4 " (SEE NOTE 4) / 1 Roberi L. Clark. P P.I PE ft 3c1712 Structural 1.) CLAZINC OPTIONS: 5716 - (350) LAMINATED GLASS W/ MON5AN SAFLEX GR DUPONT PVB W /BUTACITE NN i EPLA YER. A. 1/8" HE4r STRENGTHEN£0 GLASS. .090 IN TERLAYER, t /8" HEA STRENSTHENE CLA 8. 1/8 ANNEALED GLASS. .090 INTERIAYER, 1/8" ANNEALED CLASS 2.) CONFICURATIONS: XX 3.) DESIU RA A FOR GN C1A OPTJR£ QN A TING: ()4EAT STRENGTHEN ALL. SIZES APE 4-/- 8. FOR Cl aS5 OPTION 8 (ANNEALED) SEE TABLE. 4.) ANCHORS: MAX. 5" FROM EACH CORNER /10 SCREWS - 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL 3/16 TAPCONS -• 1 ANCHOR, 4 FROM EACH IJEETWNG HAIL MAX. SPACING A.T H :4D & SILL: 11 UAX. SPACING AT JAki&5: 1 t 5.) SHUTTER REQUiREUENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FIT.- INDUSTRIES 1 070 TECHNOLOGY DRIVE r'OKDP(S, FL 54275 p.0. 9O( )529 NOKOUIS. FL J LARGE MISSILE IMPACT WINDOWS nrrA dy. F K. Prvsd Ay: F.K. orc.n 3f D.B. Cc T;ttc: Serve t /LtaCer• C -700 !lore: 11/6/01 Pole: 7/30/01 C 2/13/98 Score: NTS Rcvtsion s; AOD SHT & TABLES Re.,vonr re & EXTR ELEVATION "XX" CO ^,!FIG. f DO Sheet: lo 1 of 5 75 P. S.F. APPROVED As ca4Ps.ra.6 rt1E SOUTH FLOR°pA 8U1DNG COOE DAT , .,•. I1 CY . _. SUtLGING COCE CCMPUANCE O, ICE ACCEPTANCE NO. Ct( ALUMINUM CASEMENT IMPACT WINDOW iptv• 339 GLASS OPTION 8 DESIGN PRESSURE RATING (P.S.F.) WINDOW IVIDTrd • WIND I� IGNT 68.000 1 70.000 72.000 NEG. POS. NEG. POS. NEC. FOS. 28.000 —15.0 75.0 — 75 0 75.0 —75.0 75. 32.000 —75.0 75.0 —74.5 /4.5 —12.5 72.5 5" MAX. TYP, 72" MAX. V A / 29.723 32 MAX. SEE SHEET 4 CF 5 FOR SECTIONS & GLAZING OPTION DETAILS 1 7 1 " MAX. ON CENTER f 4 5" MAX. J Robert L Clark. P.E. PE *39712 Structural LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/15' (.350) LAMINATED CLASS W/ 6rONSANTO DUPONT PVS W /BUTAC1TE INTERLAYER. A. 1/8" HEAT STRENGTHENED CLASS, .090 INTERLAYER, 1/8" B. 1/8" ANNEALED GLASS. .090 IINTERLAYER, 1/B` ANNEALED 2.) CONFIGURATIONS: X 3.) DESIGN PRESSURE RATING: — A. FOP CLASS OPTION A (HEAT STRENGTHEO) ALL SIZES ARE +/ 5. FOR GLASS OPTION 9 (ANNEALED) SEE TABLE. 4.) ANCHORS: AMAX. 5" FROM EACH CORNER MAX. SPACING AT HEAD do SILL: 1 I MAX. SPACING Ar JAMBS: 11 5.) SHUTTER REOUIREVENT: NO SHUTTERS REOUREO 6.) REFERENCE TEST REPORT: FTL - 2246 F_R SIZES NOT SH OWN .4R1: T/— 75 P.S.F. INDUSTRIES 1070 TECHNOLOGY ORtvr NCKC$,OS FL 34275 P.O. sox 1529 NOKOMi5. n. 34274 Revs by; F.K. "mss er F.K. Dro.+i QY 0.8. Ocsc rip !;ors: ELEVATION "X" CONFIC. rtle: ALUMINUM CASEMENT IMPACT WINDOW i Scoie: Sh. et: CrD4og No. Scr:e C -700 Dote: 1 1/6/0 1 Dote: /0/01 Date; 2/13/98 Rry s oi+r- ADO SHT de FABLES R m�r TB & EXTR. SAFL EX OP NTS 2 or 5 339 NEAT S CLASS GLASS APPROVED AS CGUPLY∎NG L4t7H niE SOUTH FLORIDA EUILDNG CODE DATE ORCAtr EY ?5 PS.F. Cv stfCO orb o� :s-- OUr.L�4r, CODE COMQttA+ C6 f lct . xccEProvccrr3 t1I 1101).01 rrprLAL MAIN FRAxt. coRNrR REFERENCE Tr 5T REPORT: F7L -2246 1TEM 1 60228 FRAME HEAD, SILL, JAMB 2 69999 FRAME MEETING RAIL 3 644588 SASH HEAD, SILL, JAMB 4 781 PQA 8x1 SCREW PAN HD. QUAD, 5 7CORNMLG LG. MAIN FHM, CORNER KEY 6 7CORNMSU SM• MAIN FRM /SASH CORNER KEY 7 40712 PLASTIC MAIN FRM. CORNER KEY 8 60200K W. STRIP, .190 x .200 OLON 9 60150K W STRIA .1 g0 x .150 OLON 10 6FRMBK . MAIN FRAME BULB WEATHERSTRIP 11 49004 SASH •LOCK 12 7KEEP SASH LOCK KEEPER 13 7CAOR /L CASEMENT OPER. Rr /LEFT 14 7IRAK OPERATOR GUIDE TRACK 15 7CEHG STANDARD HINGE 16 710516PPA 10x5116 SCREW PAN 140. PHIL 17 5 16' .350 W MONSANTO 1NTERL4YER 18 5 16 .350 w /OUPON r IN rERLAYER 19 6536168 EXTRUDED GLAZING BEAD, 5/16 20 62899C SILICONE 21 65A455W SEAU SEALER 22 61P248 o-, TYPICAL SASH CO?Nf8 PGr # DESCRIPTION QTY. IMPACT VINYL BULB WEATHERSTRIP 8 1 1 / 6 711 Robcil L. Clark, P. E. PE #39 StnKtural rn vent to rot/ 6 J3) 'ot vent bottom & side roils) 4 4 in moi frome) h. fr. jamb 12 from ends tent mtq roil, 12 from ends lower ri ht frame INDUSTRIES t 070 1EChNOLOGY ORAV£ NDKOA S• rL 3'275 P.O. BOX 1529 NOKO IS. rL 34274 main frame /sosh ossy. screwsL LOCATION NOTE: OTYS IN BRACKETS ARE FUR corner right frcrrte corners) erotor hir . J(rak screws X CONFIGURATION Rend By F. K. 1 1/6/01 •crsd F. K. 7/30/01 Orc eY: D.Q. 2113/98 tksu;p Gon: Scr:u/uod.l: C - 700 Score: NTS Pev:s;-cos: stir NO. Rcv.s;orIc TB & PGr P /Ns Sheet: 3 or 5 VENDOR INDAL ALUMAX INDAL FASTEC IND. PRECISION FAB. PRECISION FAB. VINYL -1 ECH, PCT SCHLEGEL CORP, SCHLEGEL CORP. PROTOTYPE PLASTICS WWI PGr TRUTH HARDWARE 0200x)90 O150x190 FP-176 BLACK 49004 205010 2J -10 -23 -002 30775 3r). 1 D.UO. 10 1 MERCHANTS FASTENER H.P.G. TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE H.P.G. ALUMAX DOW CORNING SCHNEE- UORE TEAM PLASTICS vn , 339 VENDOR 4 GAS -44451 CAU -44207 CAS -- 445138 5,36168 599 SM550 4 TP -2413 AJTVCI EO AS COUPLYRXl V'.(7}! THE O.tRICA &Aron coca oxit P t 4 4RODiCT CON7R Wi 601D1 G CODE COMPLZANCE OFrrC ACCEPTANCE NO 0-lA.61 PARTS LIST rare: ALUMINUM CASEMENT IMPACT WINDOW F6 v: 63" MAX, HEIGHT 1 .7 82 L 9 REFERENCE TEST REPORT: F71-2246 SECTION A —A — 2.000 —1 1.924 NN1 >? OCA/4SS .06] .250 MAX. SHIM SPACE 55 7/2' VAX DAYLIGHT OPENING 250 J MAX. SHIM SPACE --i 7.837 GLASS 7/8" HEAT STRE,'IGTKENE0 CLASS 30 7/8 MAX. - ' - 1 DAYLIGHT OPENING n-p, 1 • SECTION 8 -9 1/2` GLASS SITE Robe h L. Clark, P. E. 1'E #39712 Structural .090 rNTERL4YER (SEE NOTE) 1 /8" HEAT STRENGTHENEO CLASS "T" INDUSTRIES 7070 TLCNNOLOGY ORIVE NOKOMIS. FL .3 P.O. 60X 1529 NOKOMIS. fl. J4274 Reid cj^ F.K. So4.0. odor: C - 700 GLASS 1/8" ANNEALED GLASS Score: NTS NOTE- 7NTERIAYER is .090 MONSANTO SAFLEX OR DUPONT w /SuTic,TE GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS $7 4 0I 5 ofc +n 8 Ogre: O. B. 2/13/98 L., c,j Lion: SECTIONS & GLAZING DETAILS n0e: 2.000 1/8" ;ANNEALEO CLASS APPROVED AS Cd'+t?IY,NG WITH scum FLORIDA BJIID CODE &UIt0. ;3 CODE cOV7 LANCE OFFicg ACCEPTANCE NO. 0 4 110 $. e1 ALUMINUM CASEMENT IMPACT- WINDO 1[1.1244n9 Ng. 339 DM 76. 000 !,,(S 5 ?/4" -- 13. — I wx. ors C£A'TLR T)'?. HEAD k SILL 2.) CONt ICLi.V.TO/ S: OX 3) DESIGN PRESSURE i AT #7,71: SEE TABLE 4.) A!JCHJRS: 1,4A ;<, 5 3/4" FP07.4 EACH CORNER (HEAD f!A„". 6" rROtti! EACH CORNER (JA ;4 25) f tX. SPACING AT HEAD L4• SILL: 13.060 1JAX. SF'AC7t AT JAM S: 1 3.7 25 5.) SHUTTER REQUIREMENT: NO SHUTTERS' REQUIRED 6.) REFERENCE TEST REPORT: FTL- 1889 s SI LL) 53 ' 25 ,i rz MAY . t LEVATION LAK_;E_____MISSLE IMPACT W1NDOW 7. ) GLA77NG OPT1CNS: A. 5/16" (.350) LAMINATED GLASS (1/8" unneol ?d /.090 (ibr) i /8" or, neoled) D. 5/16' (.350) LI MFUATED GLASS (1/8," heof strengthened /.09 fiirn/ t /a' Feat .trengtbencd) 8..'00 73 1/� a: CENTER 6" 2 / 1 ITEM DESCR)PTIUN V. T. T ,'. / t FLAN GF1) FRAME 11E fitilvm. 603 - 75? 612225 FIANCE() fkAl. E SILL ?AJum. 6063 -T51 61 2225 .3 FLANGED FR/ I E .1.41g3 (A3ur). 6065 -75) 672222 2 1 AL Lit A/ )AiUQ4X AL " 11' rrs )1.. F; 7 F1XED (.!'do t. 60.6.J -Y 5 SASH TOP _ri /.7L (4)ur'i • 5L -T J 6�SASN D()3TGi✓ G /JL (um. 6062' -15 7 SASH SIf)E %'A! u +n. 8 GLAZIN BEA.Ef !rli,r». E0153- 9 i',.:AniEi FOP -- 1 /r;dYl. BU L J3 1 SJL7C'(;! :32e :=? I Ps' T, :r.', , )2 ` i 1 15 /1r' T �BEr� 1'r %S /;rLrY E:5' 6 tit L17 . _ ✓ � / 1 C : 5( 74 .'. n'r 1. r ;.Af..:1 " ' ', t -1 � ;l t, Tr 2: : P' A; •i i, L _ 2,3 l i9�47 ' - i'i' ! 1::SE_AJ. >:'1DL j 25 1 ' .5:3 ,P1;!:.. =Li. R. i nsR S7 ^r f"," 5063 - :JJ 27 ilia .r .CO() ••L. P. H. Snt ; S ✓'1 SEr,L rr. ! 29 i Y ' 7 1 , : 0 1 ' L A )J;r-T c r' (P± a ^ir u) >: !)-if! L. . T. WATER INFILTRATION REOUrR ) 1 5/76 LAMINATE" w/ /:Nr &LED CLASS -50,0 +50.0 7070 TECHNOLOGY E %.Rr "rte NDKCM$S, f i 3427: Rob':rt L. Clark, P.E. PE 39712 Structural 6 ?2228 , 1 f1222:'; 1+ O 122 2 —j 552 4K F: pr. L■ecc 2 ... . r ' : ••' : 1 _ - ,I _ 1 _ %. _:F'. o'r's ' :% µ ._ 1 1 ., nr,f --••••:. L... :..:.1. • ,,.s;_ f •, ? if:; 'vr'. : _ i••••:,._,' . -; /r r: i2 ! i ;.'j:' :.j f _7' _ r f As 1 20 12 (f".. i. . WATE ! TRAT10 :J TER ;!1; ih Z?2 NriL :FATi:)N NOT :71EOL?FPLD EOU; ED ' T a _�'U -50.0 -q•50..0 -70.0 +5,5.7 1 REJ-'✓1�- . �l 1�. 1• INDUSTRIES P.0. BOX 1529 NCKC)M S, FL 3427. Ct rs!' ey: F.K. Pe &r: 0.8. Drcwn 9y: f0.8. Dos a ip ;on: E r EV 4 T 1 N ALU 1INIUM Cl/VOLE St: it s/ Aiod& • SH- 701 / STR i,"� ^� ;L&SC lot,:.: n i rf� >s,ons, - i O/( t /01, r6, 7AELC, 0•1s: I R0v;sior,s: Dote: 1 2/9//r..:3 Scoot: SS•,or.t: T I 4 PART S of 4 ,•,,•.• -. 177 T. E iR. f ✓bNYVO; ( — j Y.r -- 1 2x2 5 41 - 1222 6 AI'- 1222 )/1r — i2 2( I...F - 1222Q I 1 •_ f n^2 n (d' -: 39;1? 1 /1. - ..Nn O • r iui • TC.•• HU / \lG WINDOW Dr t ati 1:7 'do. 4040 — 3 22 4• P ROD • II CT RE NI<; F>rr1 :lair 4 nAr1 BY 1 50T11 0300M0Oiktlit U m 0 m Cr) 110 PANHEAC 1 1 / MJN. 1/4" MAX. TYP. HEAD, SILL JAMB 2 x WGOD BUCK 3/ 16 " TAPCON NO C'S`NK REO. (NOTE 2) 1 /4 " ----+ MAX. NOTE: 1. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS SHEETS FOR ANCHOR • SPACING & STARTING POINTS. 2. USE MIAMI —DADE COUNTY APPROVED TAPCONS. ,.— 1 1 / 4 b IN. ?� TYP. HEAD, SILL JAMB • x WOOD • BUCK Rot;cn L. Clark, PE. PE 0139712 St-uct oral . 657 . 102 INDUSTRIES 1070 TCCNNOLOCY OPIVE NCKCM:S, FL 3 P.O. BIIX 1529 NOKOMIS, FL J4274 - r -- - 2.000 — -- MAiN FRAME' 6053 —T5 ALUM. 4.026 , ----+ J 1.260 0 FRAME MEETIwC ARIL 60E.3 - 75 ALUM. lnl • 1 j f J. 1.5 i 5 r� ,• r,_ 062 __, .,Jr ' 1..3.&1 - -I SASH FRAME, f14P +Cr 6(7G3 —T5 ALUM. f 050 1 � --! 1.096 • - CL.APNC Or AD, 5/15 GQG,3 —T5 ALUM. APPROVED AS COLtctY+NG wing THE SOUTH F1 Or 9t' t COD c MEt1 n r 27 :0L BY, // ...it A � f iiCT CONTROL DrvIS - P B[ALIXr1G CO0€ CO&L L CFfC( Ac t ru+cE roOE 1- I� . t IAtiCE 1 P C F.K. Dacrip 1!t>n: e�i 7c(e: 11/6/0 Pend F. K. 7/30/01 Oren Er Date: D. B. 2/13/O3 Pc n's:arm: RMv ALT. 4NCH. eHS�n. TS & EXTR ALUMINUM CASEMENT 1M Se''tr /Wotet: Sco'c: She et. 0 C - 700 I NTS S .5 o f 5 ANCHORAGE & EXTRUS7CN PROFILES j >ate: PACT WINDOW 339 L 1 .655 EXTERIOR -°---- 2.7E4 ROUGH '27) 61) loPErviNG I i e? 1 REF FP r NOE r EST' EPOR1: L-1689 1 1 .500 .4 L , Lt i sn ; • (2 3) 3 . 5 Ot) DA YL ■CH OPENING' ko VERTICAL SECTION r EXTERi op TERfOr.? Robcri L. Clark, E, PE #39712 S,tracturDi_ 53, 7,;,?5 49.625 — OAYL it; 1- 0 Pr.7.,W.. ) ;" I • I , ) sf I - • t. (; 4 4B.250 / R 1.Z I --N .) i TA INDUSTRIES 1070 7ECi-U,GiOGY OWE NOKOWS, FL 34275 P.O. BOX 152 NOK01,05, FL 34274 Rcy.,51 o F . 0.6, Dry ,o1 De s crpcn r L_ D. 8. St :It SH — 70 8/ 5/98 , 2/9,/98 . • : I ( -2 , ■,. _,.) I s \ N , \ \ i \ . I s . . \ S :1 .; •, • P ALUMINUM SIN CL HUN"? s t . i -----,. , /----• 1 1 ,' I C ... • , - :: 1 0 -..„.. - 1 -...,.. - — — 7 -,...:1 • [ '\ 1•..,:g.-;'' , ■,- —2.-...7...= .. —.=.... •'—' ■ "'' . r=7\ .,.. . 1 • • • 1 I s .. ... : : / \ ■, Tf ROD UCT RE1 A x7.1er ANci, I CT■'.,`ATIC,'.)-1 DAT,: VOC TB, rAsLE-, EXTF: 'O I TijA)ck,c-r i v,7,- L nNo coot c xrualuc) WiNDO 1/4 k: 1 i t 1 , Pro winc 5 2 4 4040 - T1 CO co (0 0) 2 . 78'; A, I rJ;''4 . 61.26 .062 . 9' 13 - 1 s r— AL UM. 6063 — T5 r.f' -- / '1•� 2.029 ( ' ) ALUM. 60c:3 -15 R FERtNCE TEST RE -URA. -1889 784 7.057 @i) ALUM. 606.3 - .062 r '% ALUM. 6063- 2.274 - �3I in f` i —01)519. I / J / i 1 —c 1. @ ALUM. 6033 -T5 .490 277() °- 1.4511 Y I,- .O62 7. 23 1 , ?. 123'- = 1 AL' Ar. 606:3- T5 2. 325 - -; «? I.95c; — I -- .062 � } ---- 7.350 ALUM. 6 05.3- ! .... ALUM. 606.3-T5 Robe.ri L Clark, PE. PE M712 Structural INDUSTRIES 070 TEL oLo.- D; ry 140KOVIS, fl. .34275 P ^.r. 6'OX 1522 NO!!p!>r {S. F{ .34274 R>:,cv &y: F.';. ff 9 �� 'r 1]. B. £ D. B. ne srr;ptiort. 701 ./(7 /op 1 RAVV:-71.1 C )' As s PVR L•L.1 �JI'V -�. : t - � ._.'�:. i t Ttue: ALUM /!'v + • - 'I I Dory' 0: ; 'n1 ; TA? c E TR . Dace: 1 ti,3��rc5ons: 8/ I ; {- - - (r ;: r Sc+ic3�J6odrl: Sco,e: Sheet: t' T <, 3 ) J Ir 'j �•� - ' �2 : o'er) 1 r.. . 1 r i,'-rF F z:(2.7:..7.A2,7:2140._<:.-.,./ .2 j ozr. ` r;F > / C _ 1 1 v' Toec,w,n j.: •1' . ./ < 0? • sc: 1 o 1 TYP SILL P fir,49 • 77 1 ...,.---------' ...• --;-- I t -- K, r '■ N \ ., . I . 2 ,,,.., f ;) •0 :. —. 1 /-e‘ TA FC01%1 REFEPENCE TEST REPORT: FR— 1889 2 x WOOL) * ,--'1 i \ . ,.....,' ; t --- 1 -' " I ' ...._ 1 . i 1 7 7_ 10-7 -- ..,,____ -:- .: 7 — i,r___ -- '. = - -iD- , - - •,---- L I T .250 • 'I \-' \,, • Li h TYP. i-ZLAD , o • r • TYP. --- 1 ., f 1/4 ' TAPC(L','•?,: \ T " '4 I ' I r 1 ' \ i . m.>:. • ' ''' . . L • I 25C? --- N ' • 4 2 F-;-.1.;* Robtrl L. Clark, P.E. E 4;397)2 T. UP, IND UST RI ES 7070 TEL=1 DRIVE WOK OiArS, FL 34275 BOX Z 52? Nt)KOVIS, FL .34274 .. "•: .. 1/ T, 1 0 E, TABL p.td ,3,... t..,:f, ....,....-i,-,.. Dm. 13/18 /08! . . ; Drc,•-. 9' ,-...-„,: 1 O. 6. 2/,'9 1 - c !•;pf.lon: AN CHOR,4 CE Tak: AL1 4 "vt,' S r I . r/L'adti• SH— 70 CO Si37)32' 1 N7S • vr , 2 51 in ir ; 0 7, „ \ 14 . i f •,, i '. '‘. /1 1 ____...... , ,, ) . • • 1 •.::1 1. ; \. / • - • • ; \ 1 / ; . -7** Mr? ..., • • 4. ) 1.n E a • T:eN'CE e; '‘ r);-pe /rvei-Vta; EXTR. • 14/7N D L.i VI 2 4 4040 4. 0 CO 1 *7=1. CO C_ r. I I (V . 2 PG;NT i LOCK OPTION /1 . i / / / /. 7 //2 N 95.750 ._ 1 7 Tit" 37.500 --- 13' -[ tAY. Dtl CENTER T;P. HEAD & SILL .— 7 1 /2 " 5 1 /2" 13.5 " 1.3.5" T YP. W1X- 5 1/2" SEALANT ON: FRAME CORNERS S.r PANEL CORNERS GN CENTER ;/P. HEAD & S1 L f % f ,'/1 /1 / C•C I 4 Robert L. Clark, ?FP. P.E. P39712 s true rural t / / Rc• ire: D� CddAd tot. lock info (70 By; (( '3cle: Ctkd 2f 0.14. . 11/17/0C Or i PY D. 8. fl.ze: 2/16/98 '3.5" 1 TYR. MAX, 5 1;2' FRAME CCRN'EPS & P=,NEL CORNERS 1.) GL„ 2;NG: .401/464 LAI/MT D 14 / NTERLAYEh (MONSANTO CR DUPONT) 2.) CON , S: 1. XX `rcr Ti tom. 3.) J.UN PRESSURE Rh`. rrV. 3c) .45f Lull.: 75 PS.F. - 75 P. -50 P.S.F. 3�h_ . d 7 1 t4Il • a J£• .. 4. 1 �rJCf�`� °RS: MAX 7 1/9` FRO CORERS (HEAD li SILL) MAX. 5 1 /2" FROM. CORNE.PS (JA!d9) 1 SPACING Ar HE & SLL.: - IJ.L�L 4X. SPACiNC AT JAV2: 13.500 5.) No r?UTZ.S F OU1 6.) 5' JEST RFPOR7: F; L _22 x i s' t [:•f- xrIv: . A:...Elf `v OPTION - SEE ` ,? CF 4 r.,te*- cry ak 11 ...• Dice-a• _DO: t * Snits /u.CcC Si/D -191 ve r- ip6art: irencn PGT rte; A' •E MISSI E IMPACT DOORS Door %t. QR r O: PRODUCT RENEWED M:CEITANCE Y,, -- G 4 !:' PW-A : T0-\ DATC r\lw..ivtZ t � i Zco 3r_j54�su�� tlU.,rum : 03oc. cr }H►. +er. tom 1 070 Technology Dr. Nokomis, Fl. 54275 rl J XX 1 ix 1 0, 4 rc Ha. INDUSTRIES 97 1 I D 95.750 93.E 25 EXTERIOR ROUGH OPENING .272 4.000 4.000 at ,250 . S ,v:M SPACE ROUGH OPENING ` -- SEE SHEET 2. FOR ANCHORS 3.0 1.750 _ .489 i L .250 SPACE I 8 3/4" DAYLIGHT 1 OPENING 1 1.479 VERTICAL SECTION INTERIOR 1.489 .250 I MAX, SHIM SPACE I N i 1 �--- 3.000 – ` ROUGH O'ENING 34.62.5 TYP. Bo;!i PANELS ACTIVE PANEL r - -- 25" -...- DAY1JJGH7 O FiNN I r 1 rP r:-t >> 1 j file/ Rob ri L. Clark, RE. R.E. #39712 StNctu'a1 71. 750 Dro, i sr 0.9. HORIZONTAL HORIZONTAL SECTION INTERIOR Sersd t"'y ' Dole: 0.5. 1 !, /o JOR 0 ode' 2 pt. lock info c j B re: 2/16/28 IAA PANEL � )} p r /JD ira o3: i 1/5 issd XVI f , tki t I' Door - -- Devotions I ctiv•R NQ: 1 1070 Technology Dr. Nokon s, i I. 34275 Dry, :g No. 977 .250 &(AX. SHIM SPACE -`-- ROUGH OPENING .480 PRODUCT RENEWED ACCtYTE44C1. w.1 g - £X RA lON N 3jrLDfl c3 t S- 1.11.34 EC TICE INDUSTRIES rTh tee 3 POINT LOCK ACSY 2 LOINr LOCi< ASSY. RAMS vp: ix: / 1 ,`: _ ___ 1 V // 4 r �i f' '�/� 1/ z .._ d i. as J ",7 Y, - + Rtr.sd e;: Lk : 'T /CO Robert L. Oa-k, . ay: fT / p..E -1. 0 • 2- IIot.parai .25Q �IfAJ'. S - .'M SPACE ,I01 ` ij;' w /irio sANTQ. 4n rx Dv: r•41T_ c; 4 f1' 1 11 1 ..w'• . :._!4111E INTFRU J? SEE 9;: 3 ON SKEET 1 4US)UN ??E 0 pF r ir• LSD r s 2) added 2 pt. fork info ldcicrlat: C•kd !ate: Doty: 2/16/98 T .1 ,^r_ lnkza r; t11.1 fra.knr 1 V4'4 D: - % 1k)2 s :W7: Scrier;'ur;� 51 —101 Cnscricf+on: � C 1, 4 °3 1 070 Technology Or. No kCrr is, H. i 342:75 E /J'tN. 3, AN ;r. I L . 250 MAY. SHIM 3.000 SPA' French Door — Ex leded /G /ezin KT NO: +T3•`TGR 10G7 G'ak S`art: Dr: 4: Na. 3. fi 971 W /rdoN`',1,(JTQ SI&F?Ex , pi�. 1N R'A OR .454" iA1t!, Pe" L1MA; In ;'iIE LLt:3 SEE 014 uF5 N,3DfSSOPE 1"ES 3J 5 sz�, PRODUCT REI EWE .WE.D t :Eyr rO rk,. Q o 4 0 y D5 rion DATE, NI & ul 22 Zco, :3z• 1 i t^t4 . ovaD2itYt_mt(Y -*tiN KEemc INDUSTRIES 60379 60 65170 DOOR HEAD DOOR JAM 3 DOQR ASTRAGAL 4 . 250 x .187 FJNSEAL STRIP 5 0008 W —STRIP 0-t 1.:WEL 6 FRAME .1A 7 FRAME HEAD 8 CLAZt}JC BEAD ROLL fORW OUTS iirING DESCRIPTION SILL HINGED THRESHOLD 60376 c0 ,7 6/924G 60380 61063M VENDOR AL UM1.IX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX AL UMAX E RICA _CRE N ALUMAX FASTEC INDUSTRIAL ALUMAX • FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAUCORP .' ` A - r 1111 1/1 ?.uroN TYP. HEAD TYP, JAYS' TYP. SILL 2x1+ma soot 2, *COO e . ♦ , •' 1 2 FLATHEAD �s TYP. HEAD FAKX TYP. JAM. & 9 10 5/16x18 THREADED ROD 1 r TRUSS CL/WP 12 5/16x1/16 TNU`sL; i4:1SHER 13 5/1 18 TRUSS NUT 1 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATF INSERT 41721 17 10x3/4 SCR. FLT. 1tD. P1i1L 71034.4 18 HINGE ASSY. 7FR1.10W 6 fro;ne jambs) 19 10x.625 FLT. HD. PH:L. 7 1058FP 26 (5/ - hinac -floor lamb MERCHANTS FASTENER 20 • 10x ? (2 FLT. ICJ. PHIL. .. 7f DY12Prw 30 5 /hinoe &1iInge - lrcme iamb, !✓, „RC?- ;ANTS FASTENER 21 TOP /E.01T. SLID BOLT LOCK 41720 2 1 © tcp7Sot. c= 1.h. esfr,gc?) POT IAIDUS1RIE5 22 6x1/2 FLT. HD. PHIL. 7612FV 4 I. 2/slic.fe bolt Icsks) MERCHANTS FASTENER 23 ' 8x1 1/2 .SCR. Pt HD. QUAD. 78112A 12 o /tieod & sill) 24 SEAM SEALER 25 26 27 28 29 30 31 32 33 141 % Irr /• i 1 Robert L. Clark, P.E. PE, - 39712 Structural LOCK SUPPORT ASSY. 6x3 /4 FLT. HQ. PH/L. .200 x .190 QLON .375 x .190 QLQN 3 POINT LOCK ASS'Y. LOCK ACTIVE) LOCK DUMMY DEAD -BOLT LOCK 1 BLTtP .41)1 LAM. I7 oNSANTO 34 SILICONE ;'E 35 112 Ph. Po. SY S 36 1 /4 ” TAPCC'N 37 .401 LAM. W /OUPONr 38 .464 LAM.. W7DUPGNT 39 .464 LAM. WA ONSA. rTO 40 2 POINT LOCK ASSY. 41 38 x .75 Ph. Ff. Tek Rev s;ona: D) added 2 p£. lock info ?.la, crick R7rsd er: ' 16: vrvx vrt]+rt1 6x: 0.8. C1:i-d Ae ia: LL�C±•: 2/1 5j 98 Y. T. # 0 TY. /DESCRIPrioN 50375 door top & bct. roil) eo. door to & o?t. roiiT 3 2 /ec. door i c.( bo b. roil) 4;711\7' 8 (2r door tcp & Dot. rcil) 7955X 6S145 5w 4UBLCK .3 (hock) 7634E 6 (2 /lock suapOrt os6 60200K 5 ( 1 /ostragQf5 (r. icrnbs & head) SCHLEGEL CORP. 0300W 4 1 /astrc�, cis t!r fr:mv jcrnb. , SCHLEGEL CORP. FD 3PrrAY 1 � t9 r.h. cstrago!j PGT 1,�'DJS 7L(;1;4P �C°� r.h_ ost.rocii!) 1:ARLOC MARL 0C NARLC H P.G. DOW CORNING 52899C 7834FPT 1 O. r.h. cstrcoaJ) Tadrarxes (kOre3 _Va(z Froex rc f 1/ 1070 Technology Dr. t 1• 1 34275 Siw0 - 101 Cwcript.bn: t e r.4 PGT INDUSTRIES 41721 UERCHAWTS FASTENER NATIONWIDE IND. FASTEC INDUSTRIAL SCH yE 1,OREHE4D 595504 . PGT INDUSTRIES 4UDLOK FASTEC INDUSTRIAL H.P.G. N.P.G. H. P.0. POT INDUSTRIES 1 SPENCER PRODUCTS L French Door — Anchoroge /B. 0•. M. NT No: ,E.. ,R Sheet: Dec wir19 No_ 971 VENDOR AF-1037.t AF -1037t AF- 1037; F57924-18; 4F -1037. AF- 1 0.38( AF- 1237E AF- 1237x —1037 4172;V 41 ,2 1 : 0200X190 0375x190 1 FD3P rAY ;100 1880 320 599 • P}. --'ODl C �c I� r �`c'';'` 1:_)glcr DATA' +i JEJ (' €X_ 2 700 6 K 'Y'rIttrAVIIX., L'!ili,h4�CJL �rC tuvir fif? , • INDUS TRIES 7E40 D.L. DPG. HEIGHT 1 r \ k c ORPORATION consL-ucbon 9ioss industries corporclion nor1 - *esl 62 sleet rn;orr, floc 33166 product : / / / 1 / \ v v 90' ENGINEER : —_ Y Y \ 96' O / r / / / / dote : 10 -20 -97 sheet 1 — \/ y / / / \ \ \ / / / \ \ /' / / 7./ S \ / \ \ / / / \ \ \ / / / / \ / / 1 / / \ \ 1 7E40 D.L. DPG. HEIGHT 1 r \ k c ORPORATION consL-ucbon 9ioss industries corporclion nor1 - *esl 62 sleet rn;orr, floc 33166 product : / / / 1 / \ v v 90' ENGINEER : —_ Y Y \ 96' O / r / / / / dote : 10 -20 -97 sheet 1 — \/ y 7E40 D.L. DPG. HEIGHT 80' 66 k c ORPORATION consL-ucbon 9ioss industries corporclion nor1 - *esl 62 sleet rn;orr, floc 33166 product : Series 450 Doors & Sidelites -1/2' 90' ENGINEER : Al Forooq CorporoUon Dr. Humoyoun Forooq S1ructurol —Flo. PE If 16557 96' 82 dote : 10 -20 -97 sheet 1 cf 7 PANEL HEIGHT D.L. DPG. HEIGHT 80' 66 -1/2' 84' 70 -1/2' 90' 76 -1/2' 96' 82 -1/2' 108' 9 - I/2' PANEL MOTH D.L. DPG. V1DTH 24' 12 - 7/8' 30' I8 - 7/8' 36' 2A 7/8' 4 2' 30 -7/8' TYPiCAL _VAT10NS OUTSWNG INSWNG SADDLE SILL STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6 & 7. _J ULTIPL6 SIDELITES AVAILABLE 6 ) /8' FRANC VIDTH 1 1 /t' OL. OPC Dl. DPG. • • • 6 7/8' Env,, DR. HU £AR000 STUCrURE5 ru PE 1 1E557 • APPROVED AS CPUPLYING V,1TH THE SOUTH FLORIDA BUILDING CODE DATE S j 1 (Y 1y'� L() ( BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 61- I1(j. 03 NOV 0 7 2001 r e vis; ons: A 11 LEGEND —0 — OUTS141NG 000R DETAIL —1 — INSNING DOOR DETAIL — ITEM DESCRIPTION see sheet 2 Of 7) C RLY.. ASSN [ -1X:0 A 115) 'Q$ W98 -01 3- - s c ORP ORATIQfV construction gIoss industries corporetion 7E4-0 nor1- tst 62 street rniorni, norida 33166 MAX. DOOR HEIGHT product : Series 450 Doors & Sidelites REDD. HAX. ENGINEER : A! Forooq Corporation Dr. Humoyoun Forooq Structurol -Flo. PE {J 16557 UPTO 7•-6 3 /4• dote : 10 -20 -97 sheet 1A of 7 HINGE LOCATIONS MAX. DOOR HEIGHT ND, REDD. HAX. SPACING UPTO 7•-6 3 /4• 3 35 1/2' A BDvE 7' -6 3/4 4 30 1/2' I "PICAL =LF VA TRU E HORIZONTAL MUNT1N (1 OR MORE PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE 0 \S L 2 11 2 RESIDENTIAL HARDWARE 5 n • 108 2 ARDWAR DESCRIPTION 1 COMMERCIAL HARDWARE '9r DR. HUNArOUN r#RODO STRUCTURES RA PC r 16557 GE- 1200 SuCct TYPICAL GAZING DETAIL NUV 0 7 2001 APPROVED AS COUPLY■ NC ‘ 71 iC SOUTH FLO.RInA I111ILD NG Conr DATE tocy BY DDUCTCONT OI D1v ,ioN [WILDING CODE CO?MrLiANcr orr;Cr 4CCEP7ANCE NO O II 1°C U 3 (1 LEGEND — -0 - OUTS'r>7NG DOOR DETAIL -I - INSUNG DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 or 7) W98-01 • VAG 1 . COR■QRATIQN comtnxtion gbss mdtrstr:cs co porelion 7840 northRest 62 slrte1 rtiorr , florido 33166 product : Series 450 Doors & Sidelites ENGINEER : Al Forooq Corporotion Dr. Humoyoun Forooq Structurol -Flo. PE # 16557 dote : 10 -20 -97 he 2 of 7 BI C MAT - R AS v 2A 2B 2C 3 4 5 7 9 10 110A1 9 -SCRIPTIO\ #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/1 6 THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24 3/16" 0.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 © CENTER OF PAIRS SPACED 6" 0.C. & 24" 0.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 24" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) THREE POINT LOCK AT ACTIVE LEAF CUSTOM CG1 THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 780 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP & BOTTOM) AND CUSTOM CGl INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM 141 o41 BUILDING CODE CO'' OFFICE ACCEFTLt;cE No 01-1109 . p3 Env-. R. HIPJAYOUH FAR000 - SuCTURE5 FL. PE ( 16557 HAGER 4 1/2" X 4" SOLID BRASS (OR S /S) HINGE SECURED WITH (8) #12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4" TO 9 -0 3/4" HIGH) FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF (MODEL 5509) WITH REINFORCED TIP 1 /2" NOMINAL (.466 ACTUAL) LAMINATED GLASS COMPOSED OF (2) 3/16" THK. GLASS (ANNEALED OR HEAT STRENGTHENED) AND .090 THK. SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1 /8 "THK. CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM 1 5 ) 1/2" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 1 A+ 1 1 a SCO:.1F'LYIr:GWTHTHE 7/8 X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ScU7H FLORIDA BUILDING CODE ANGLE ADAPTOR DAT I {(err,�r 1 Z B PR DUCT CONTROL DIVISION NOV 0 7 2001 W98 -01 1X4 PT WOOD SEALAN T TYPICAL 1 n 1/4" X 2 3/4" LONG TAPCON SCREW 6' FRO EN?S & 6" 0 1.844— 0 0 0 u'1 C3S SH ET 2A 2A 2.0 TYPICAL TYPICAL OPTIONAL SQUARE GLAZING TYPICAL 4 OPTIONAL INSTALLATION NTO 2X4 PT WOOD 1 /4" -r X 1 3/4" LONG TAPCON SCREW 6" FROM ENDS & 24" 0.C. —1/4" — X 3 3/4" Lo TAPCON SCREW 7 OPTIONAL INSTALLATION INTO 2X4 PT WOOD ,� — 2X4 PT Y1000 RJ1 v 1 /4" --- X 3 3/4" TAPCON SCREW 6' FROM ENDS & 20" 0.C. SEE SHEET 6 PRO' CT CONTROL DMS1ON BUILDING CODE CO'SPLIA�:CE OFFICE ACCERTANCE NO0 1 t_0a . 3 NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. APPROVED AS CO' /1'0'1NG'MTH THE SOUTH FLORIDA 6ULYNG CODE DATE ��{ �� DV L Al TYPICAL ANCHORS SPACED AS SHOWN IN DEALS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" 0.C. AT HEAD & SILL. > LONG 1/4' SHIM 1X4 PT WOOD 509 1.250 511 FRAME WIDTH TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 504 375 13 OR 16 .688 -- r r•, DR. HUUAYOUN rAR000 SIP L/C rURE5 FLA. PE ) 16557 502 .675 4.812 NOV 0 7 2001 505 12 ' © TOP & BOTTOM OF INACTIVE PANEL 502 date : 10 -20 -97 EZ 0OF4001 conslrvclion gloss indvslries corporoUon 7810 north■c51 62 street miomi faka 531E5 product : Series 450 Doors & Sidetites ENGINEER : Al Forooq Corporotion Dr, Hurnayoun Forooq Structural —Flo. PE 11 16557 sheet 3 W98 -01 7 • dz;3 -; CORPORATION conslrucUon g1oss industries corporolion 7E l0 nort) 62 street mior -i, florldo 33166 product : Series 450 Doors & Sideites ENGINEER : Al Forooq Corporotlon Dr. Humoyoun Forooq Structurol -Flo. PE fi 16557 dote : 10 -20 -97 sheet 4 of 7 SWEEP --- 1.8 4 4 --- DOOR FRAME WIDTH EXTERIOR © THIS SILL IS NOT RATED FOR WATER 4" WIDE SADDLE THRESHOLD 1/4" X 1 3/4" LONG TAPCON SCREW © 6 FRO M ENDS Le 24' O.C. 4 612 EXTERIOR SMALL SIDELITE STILE (EXT. 503) AT SIOELITES 1'-5" WIDE OR SMALLER. .625 S -0 SIDELITE FRAME WIDTH SIDELITE FRAME VVIDTH GLASS OPTIONS 3/16" ANN. +PVB +ANN 3/16" ANN. +PVB +H:S. 3/16" H.S. +PVB +ANN. 3/16" H.S. +PVB +H.S. CALLED ANN. H.S. SEE CHARTS DR. HUIJAYOUN r ST UcTL'RES flA PE / 16557 1x4 PT WOOD NOV 0 7 2001 1 -250 -- 1/4 SHIM REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL APPROVED AS COMPLYING AIM 71tE SOUTH F LOR;DA BU1 DING CODE DATES • / ID ti BY 1/4" X 3 3/4" LONG TAPCON SCREW e 6" FROM ENDS & 20" O.C. SEE SHEET 6 P'$DUCT CONTROL Of •N BUILDING CODE COMPLIANCE OFFICE • ACCEPTANCE NO. D W98 -01 : V CORr 0RATIp NJ Coast xl.UOn ikls industrits corporction 781.0 nortt,iest 62 strttt mior■, llo' do 13166 product : Series 450 Doors & Sidel;tes ENGINEER : Al Forooq Corporation Dr. Humoyoun Forooq Structurol - flo. PE # 16557 dote : 10 -20 -97 sheet 5 of 7 x 0 uJ w x 2.082 --- I h i I I X 671 c , PT WOOD 0 0 a 0 0 1/4" . - X 3 3/4" LONG TAPCON SCREW © 6" FROM ENDS & 20" 0.C. SEE SHEET 6 1/4" -- X 1 3/4 LONG TAPCON SCREW @ 6' FROM ENDS & 24" O.C. 1/4 X 2 3/4" LONG TAPCON SCREW © 6' FROM ENDS & 24.. O.C. SEE SHEET 6 #10 X 1" PH - SMS S/S (2 PER [j CLIP) APPFOVED AS COPPLYING WITH THE SOUTH FLORIDA OL LD'NG CODE DATE (If «r r at/ 1.)o1 BY FROO C NTROL D1'I" D J EU'LC!RG CODE C OFFICE AO E E � ^ rlr: DR. HUNAYOUN r.V2o00 STRUCTURES N PE {' 16557 4 . 852 1 EXTERIOR C r FRAME WIDTH NOV 0 7 2001 .753 1X4 PT WOOD S SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 1/4" — X 3 3/4" LONG TAPCON SCREW 6" FROM ENDS & 20" O.C. SEE SHEET 6 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL W98-0 1 NOMINAL DIMS. PANEL I1DTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2 /0 2/6 3 /0 2/0 2/6 3/0 PANEL HEIGHT 6/8 7/0 7/6 8/0 9/0 0 OU TSMNG EXT. 100.0 100.0 100.0 87.1 100.0 100.0 100.0 82.6 100.0 100.0 100.0 76.8 100.0 100.0 100.0 100.0 100.0 100.0 PANEL PERFORMANCE CHART FOR DOORS AND SIDELITES OUT SA'ING /IN- SITING DOORS DESIGN LOAD CAPACTY -PSF ANN. GLASS H.S. GLASS INT. EXT 100. 100.0 1 0 0 0 1000 100. 100.0 87.1 100 0 100.0 100.0 100.0 1 0 0 0 1 100 0 82.6 100.0 100.0 100.0 100,0 100 0 100.0 100.0 76,8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD OR CD WHERE WATER INFILTRATION REOUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD IN ANY CONDITION. DuTSNANC 1NT. 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 102.9 110.0 110.0 110.0 110.0 110.0 100.0 IN- SWING DOORS DESIGN LOAD CAPACTY -PSF ANN. GLASS EXT. INT. 50.0 100.0 50.0 100.0 50.0 100.0 50.0 50.0 50.0 500 50.0 50.0 5 0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 INSWING 87.1 100.0 100.0 100.0 8 2.6 100.0 100.0 100.0 768 100.0 100.0 100.0 100.0 100.0 100.0 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD WHERE WATER INFILTRATION REQUIREMENTS MUST BE NET. H.S. GLASS EXT. INT. 50.0 110.0 50 0 1 1 0.0 50.0 110.0 50.0 110.0 50.0 110.0 50.0 110.0 50.0 110.0 50 0 110.0 5 0.0 110.0 5 0.0 110.0 50.0 110.0 50.0 102.9 5 0.0 110.0 50.0 110.0 5 0.0 110.0 50 0 110.0 5 0.0 110.0 50 0 100.0 • PANEL VIDTH STEPS TO USE CHARTS; DETERtuNE WIND LOAD BASED ON PROVISIONS OF SF8C & ASCE 7 -88. DETERMINE WATER INFILTRATION REOUIREMENTS BASED ON PROVISIONS OF SF BC. 1. 2. 3. SELECT A DOOR SYSTEN I.E. INSWING /OUTSWNG AND TYPE OF THRESHOLD. 4 . CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. PANEL VIDTH DATE BY P ANEL VIDTH CHARTS AT LEFT CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. APPROVED AS COI.'MPLYITIG 111TH THE SOUTH FLORIDA BUILDING' CODE ODUCT CO OL D1VIS1 // 0 BUILDING CODE COL'PLI ICE OFFICE ACCEPTAN0E CI'/ I Uy. 03 0 0 0 V 0 0 0 0 lU z V z w O 0 ■D H o O 8 0 c 1~ O N U cc Z 0 0 fx v a° cr 3�;n o 0 0 0 01 01 0 0 W98 -01 (shcet 6 of 7 0 m drowm9 n0 I FRAME CORNER DETAIL CORNERS TO BE SEALED WITH LOW 110DULUS SIUCONE SILPRUF OR EQUIVALENT. PANEL CORNER DETAIL NOMINAL DIMS. PANE \-/1 DTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 STEPS TO USE CHARTS: 1, SELECT TYPE OF ANCHOR. 2. FOR 512E OF UNITS DETERMINE ALLOWABLE LOAD CAPACI TTi1S LOAD CAPACITY I.+ UST MEET OR ExCEEO DESIGN w.,N9 LOAD REOUIREwENT DEOERLtINE IN STEP 1 OF SHEET 6. PANEL HEIGHT 6/8 7/0 7/6 8/0 9/0 MTC. STILE ANCHORS AT SIDELITES TYPE 'B' CLUSTER OF CLUSTER 2 ANCHORS 4 ANCHORS 82.8 H00 66.2 55.2 47 3 78 631 52.6 45. 73,6 58.9 49 1 421 69.0 55.2 4 6.0 613 4 9.1 40 9 9 HTG STILE ANCI{JRS AT SIDELITE (1, 2 OR 3) AT EACH SIDE OF HULL ION (B OR 0) PANEL VIDTH PANEL VIDTH DESIGN LOAD CAPACTY - PSF 110.0 110.0 94.6 110.0 110.0 105.1 90 1 110.0 110.0 981 84 110.0 110.0 92.0 110.0 98.1 81.8 CLUSTER OF 6 ANCHORS 110.0 110.0 110.0 110 110.0 110 0 1100 1 10.0 110.0 110.0 110 0 110.0 110.0 110. 110.0 110.0 110.0 1100 CLUSTER OF 2 ANCHORS 110.0 110.0 110.0 105.6 110.0 110.0 110.0 100.6 110.0 110.0 109.5 93 .9 110.0 310.0 102.7 110.0 109.5 933 TYPE 'C' HTG STILE ANCHORS e DOUBLE DOOR 3.4 OR 5 ANCHORS (B OR C) \1r PANEL VIDTH 2 -1/2' 1 ANCHOR SPACING TYP. FOR SIDELIIE AVG, PANEL MOTH = DOOR PANEL + fXED PANEL 2 PANEL VIDTH CLUSTER OF 4 ANCHORS 110.0 110.0 110.0 110 0 110.0 110.0 110.0 110.0 110.0 110.0 1100 110.0 110.0 110.0 110.0 110.0 110.0 310.0 NOMINAL DIMS. PANEL VIDTH 2 /0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 MTG. STILE ANCHORS AT DOUBLE DOORS PANEL HEI GHT 6/8 7/0 7/6 8/0 9/0 TYPE 'B' CLUSTER OF 4 ANCHORS 110.0 110.0 110,0 966 110.0 13 0.0 10 919 110.0 110.0 100.1 85.7 110.0 110.0 93.7 110.0 100.0 DESIGN LOAD CAPACTY -PSF ANCHOR; TYPE 'B'_ 1/4' TAPCONS INTO WOOD STRUCTURE 1 -3/4" MIN. WOOD PENETRATION THRU W000 BUCKS INTO MASONRY 1 /4 1J1N. MASONRY E +MBED, TAPCONS AS MANUFACTURED BY ELCO. OR AN EQUAL HOLDING A CURRENT NOA, JAMB ANCHORS CAPACITY - PSF PANEL WIDTH 24 " 30" 36" TYPE '8' 1 1 110.0 110.0 TYPE 'C' 1 10.0 1 10.0 1 10.0 42" 94.6 1 10.0 - 1 TYPE 'B' CLUSTER OF 5 ANCHORS 1100 110.0 110.0 110.0 110 0 110.0 110.0 1 10 110.0 110.0 1100 107.1 1100 110.0 1100 110.0 110.0 83.2 104.0 En9r. DR. HUNAYOUN FAR000 STRUCTURES FLA. PE l 16557 TYPE 'C' CLUSTER OF 3 ANCHORS 110.0 110.0 110.0 110.0 110 0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1!0.0 100.0 TYPE 'C'- 1 /4" TAPCONS, DIRECTLY TO 1.AASONRY (NO BUCKS) 1-1/4 MIN, L(ASONRY E ?J8ED)JENT APPROVED AS COMPLY1NC V/7H THE SOUTH FLORIDA BUILDING CODE � l � JOT CONTROL DIVISION BUILDING CODE COMPLIANCE OF FICE ACCEPTANCE NO 01-11 U ( 4r 0 CO N O E Q D N 0 0 12 O O D o N w h O 0 < tO < CD 0 - r. 9 ‘o c L vi 0 W N O z „, � w - 0 O It C u C D O 0 10 0 Y 0 0 0 ro 0 a 3 0 0 ■ drowin9 no W98 -01 (sheet 7 of 7 PRODUCT CONTROL, NOTICE O A C C I P T A N C E i'GT Industries 1(170 Technology Drive Nolc()»ris ,I'L 3-$275 The expense of such testing will be incurred by the manufacturer. X11A`,i1 -DADS COUNTY, FLORi METRO-DA DE F1:,10LER I3UILDiNC t1U11.1)ING C01)1{ C01)1.11L1ANCE 0i'F1Ct-; NII;I'k0.1)A1)); i IAGLIA 11111!.1)ING 110 \','') 11,r1(11,l;R S! 731,1:T, 5U11•I: 1(1(13 P11,1!11!• F1()![)\ 331311.1563 (305) 375 -2')OI FAX (305) 375 - 2 CONTRACTOR 1.1C1.,NSINC i :(T(oN (305) 375.2527 I'AX (305) 37. (Y)\'T1tA C701 11',\ 11>15'1!i1UX (305) 375.2!)66 VAN (3a5) 375.3ecos Pltn1)1 x °r (Y>NTR(,I. DIVISION (30 .175-2 r' ;tiN (3115) )72- 6)3'•+ Your application for Notice of Acceptance (NOA) of: Series S VJ) -101 Outswi»g AItrmi »un) French 1)onr- Jnrimei under Chapter 8 of the Code, of Miami -Dade County governing tic use. of Alte..rnate'.vfatcrials and 'Types of Construction, and completely described herein, has been recommended for acceptance by th'. Miami -Dade County i3uilding Code Compliance Office (13000) under the conditions specified herein. This NOA shall not be valid alter the expiration chic stated below. I3CCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, 13CCO may revoke, modify, or suspend the use of such product Or material immediately. i3CCO reserves the. riglit to revoke this approval, if it is determined by 33CCO that this product or material fails to meet the requirements of the South Florida l3uilding Code. ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 1112212(06 Rau! Rodriguez Chief Product Control Division TIIIS IS TI IE COVE1 SI {EET, SEE ADDITIONAL PACV.S FOR SPECIFIC AND GENERAL CONDITION'S I;t1ILDING CODE & PRODUCT REVIEW COMNI!T'I'EE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Al PROVED: 09/06(2001 `` 5045000I \pc2040.\temrrater'.notice acccpt..nce ever page.eo: Francisco 3, Quintana, R.A, I %1rec(e)r Miami -Dade County 13uiiding Cock Coin pli:utce Office •t'Ersri aYt:5- q- eve4, 6 -cc= .F-o(2.• 3` f1b, pa�T. Rdzvr.a Ltw ft. .- t._5- `Ctt -» �►a A- -' \` \ \ \ \ Opt - Lac. 4tA � . 51.6. w l tr ; - e-c LA6 ir,s- *0 foo tot 4 � Gig F. wr l 5 b. 60w-r. H 41°0 _t.JA-ti :.Pic LWAT of oto t�+.._. _ 14.441 toN Mal ta.bV60 .400C. Ltot'h 3VN4 .. .fix A ARQ" r o • -11.40, WA-e wiLle trtlx t + t c.v∎ -t _ r� -2, r !I• 1 Aao Lt5l3T TczAP I 2 5 1r-t ►-�_ �tL-C Z 1-t+►�- 11. I !L 61A1 t11 -£SS re ee.. t-AV OP 1%044 Lve -s+. Ctv 0- • ' fi 1 Ir \ I M 1)1,' Lam'" t Tuts 566- -Ct0t4 o,ts 0c.. S. t. o 9 e S s.' -t t N CO i t r• T►rir1 U1 - 1-T1► 1r rr r s� + 56Gee-tco G a. • M A 4.1.4 2!? 2 00 9 a- c3 5 V.A r 1G. 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S u �♦ t� Slut, tn'! ?aces w•� :. ire..• t�� 7 0 V p. e. ite►: tetntorxrep s Q � soe /r .0 • i rV 1} . rte- _ ` :G 401 Q . 1' 3o 25'00 At' /- ' TYPICAL_ POOL SECTION _ .. Ott, -- c -i' se'G. -flot-i `coot:. 6;6' p 60T E 9 thotdea .4 O ' CSC . OE 'FOOTING a SLAB DETAIL O � cLl E,- SHAt,.� ti Y "Ty .� '( ' fi '!1 Nj P 001 bottom slob th ( ) - FORMULA A Adtrlgorr pun9 too to be wooed •henteoptyIn9 po (1%0,1119 , periods of Mph water to t1 G .NEF a. • sPEciFtcA `.101 fiitt : r�►I*a , ii , tt T ?�i�±4 Hood raft l,or3Qlr (Gros Rod) 5.5 _,OCIr4 and lidos e gecko _ 9 Sooeect■ot ftlit�l�__ - 10 SI)p�On b reaker 11 • ( oOht s Il t Neater ra r� I &Mt 000 on4 tronslormets Au svr rwmrn9 pools shol$r d H A 'OCk a v sil .0tt4 ono l lop i , s 0411 b. st+.I t or d tyt Ca.0 :ici.i , . • e s tit411 J c on'pr,e%%lvl sttenq$b 0t ,,,o,o90 �lNli� ze t1i-re.'4.r. w- ate e,r horc1np ueol s m* do N 4i.s dl4lt 1 tlt$ Ot C a S r. 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(I141 parts ul lod doi s 41064 their r11 shalt be banded IQgtoter and prpui d 4r I$ * c oynd, banding nq coAductor $11.11 n b4 SfeCtitt.r NMI►# I I N c ;a_kx t.4 6- -_ di : - 4 e4I pt.- • si: eS " 14 Qo `ts4Kt�. 44kAt.•t � V6Gts r�`1 414 tat ti N 4_4c0i tteal%�. :ftkit SH t.., 4 .00v/.tr -, Ar 1Se ft 6.4 st 49 G 1 IA C ts, it ta.N,1 * 41,4 A r. t., 1•\. t tpc.. =; - • c t4v.- =;AL:' -G fit g . 1,tett.0 .NlNu * v- 2$'11 :03 ',? it. god: a V kisiri slt v` t IllA:1�_ L4 '� .�£ to K s Arc :ALats- - - 4azrus..::8Q �t?.tttte :^.. -it a 0 Mo 4414 wutn9 mitt 9001 ,toter. t - tzrz �t 3 13 .� er�',_u= lxr ✓ r xsv art i� °�,'n it i r c4 -7 r : ; - ,•. - - « a' .;�. wAS 4 k16 . ,:..in r - "a� . ,d'y T.7 '< '�. . " aw a tlM+r. TM r wr 11P1 y�� rr s�s(Dui.0 [ ()ova 3.0 Nt 'l> <GOVv .. .... an or. . .b !I�tM�✓�M1r �4:gs'M.t YLsw^C�✓i�.+�G V i ^�Yt GG N't(4.Ae~'' 0 re. SooVtA flt;op 'l * t ip Mkk4A0V% t - t fool 0 4e % . R ; 13417 , 1 Mill .tA � 040$1:1! - tadIttr ,6,t.4cav t .. FIRE DEPP.RT'�'�� PUBLIC 1 ",02'r.S POLICE DEP,RT',9';' BUILDING of; PLAN;.L.G & 7_ • VILLAGE COU.4(.1'. PRELIMINARY: REMARKS: APPROVAL Z.4 +at I Q R Ai _4g0 • EFL E e- g A ‘0, .: 'apt% vets, /� _ tt�Yv�tec4t SN5RtN,i t tt. P, o'Y�fi' .. ,j t€, MeStce.s k-tda °e cscu .tp`` fi Gi QV-Ti fat to■ 't tt - $01‘r., 9:t r'. VtRCsok. 4 ` O" ATI O THESE PLANS F,RE .PP ,USED rCRISSUA ,CE 0 A BUILDING . PET r ,<< r 1TH V'P.RIA'',CE(,) LISTED IN "REMP NTH NO V�#,�I �� � , Fc BUILDING AND 1 NO OTHER DE.1 +1P0 c `? r ` " S ORDINANCES WILL. CF PE. + '.' '`-') U `- `; SPECIFICALLY LISTED t ALL OTHER APP' iC' ` ST";iE COU "IY LAS MUST BE CO WITH BY ALL PARTIES. + C 4 -r fio,)ptt r ; t E ) .:0 F AS ADC2TED BY 11Iat:,t S'20:11-; tI ' ,CF. }, 1, t r `;; � T • BIRDER & SUB CO ING R U1ATI01S v'II:•.EP.`' CR NOT St'ECIFICALLY INDICATED HEREIN. tA (:r=tA PL. rS 9 t:' -c.)_v .; 5N t..: _ '`f_._ Er s 4-- A 613 v- Vise G °'S (0o4CS4 -re -vt C 'to. 1-10 s- 5 A- t a r�Q ' Q .� `�k _ Vii l4 _,--� �o_�t K_tz G . _ 4 A.. 4 t sx d. v cr tal; • -,"Eta _ _ t•� ck Sou c�,asa.tfy ^vutt- %w4 4, cv Q e..�► _ O w -v `�. t-S tom` �, . u - WArt.o:. - 4 t 4 T _ :Y.t b rt tJC _ .: 4 eitk,!ttIC.t. F- t,.14k. Sty f {fi - TV r �� ,Aajwjj . _''i D. TZ. `r 4i kiker t O IA : �t��•�e� AF' Vle gNa , MMUS e • s� lt CIO 0,ki flirt a - •, • ;='! •-; ;3:7. gd' A- G 919 L am _ - rr __. _ g:Ac d •..�.e.. .vr, . - .. 'i r 1z #t. -M AfR • CONDITION F ,1 r f » I/0,44s _ R7A - NQRCA A/C REF CORP_, . 8195 N.W 93 ST, HIAL AH ARU£NS, FLA, PHONE 558.1422 As ti • __..,.T.....� �,; 1 PgS #237 10:13 LoT 1 e..4-ocu•_ afl1I2S-SC1 k :r, Loet A o(G oesypti 40- OveaVe9-<-1. wor..5 ci cc:$.)0(1100 . *.9 ("4 1.Alleiltgistfl SECTION Art_AS: IA- v2. SCALE V ciplets ar.is,e EVICIEETYONIC 555 N. E. )24th STREET NORTH MIAMI. FLORIDA 48 HOURS BEFORE 4,, DIGGING IN DADE CALL 264-6820 UNDERGROUND UTILITIES NOTIFICATION CENTER ( `' _` ; 169 4 F; P 9e1 1..At NA( DATE k )r)t)GT 1 VW SHEET I of( - • J.O. IAG1408C- A. F E .C(COVI 63101 / Sect ion Sect ion 2 TO EXISTING PANEL "A" 1,225 WATTS 1240V/3 #10 TH11N 16 AMPS EXISTING CIRCUIT 31 / 33 20 AMP /DP / #10 \WIRE 3/4" PVC SRF 100W \ 4 SIDED SHIELD LNC O5 : W PANEL "N' CIRCUIT 31 / 33 ELEV = 1 2, 1 1 FLOO�Z Section STLNC 7X 600 PANEL "A" CIRCUrI 27 / 29 7X 600 1 5 7X 600 HOUSE SHIELD TO EXISTING PANEL "A" 825;WATTS 1240V / 3 #10 THIIN / 4 AMP$ ' EXISTING CIRCUrr 27 / 29 20 AMP /DP / #10 WIRE 3/4" PVC 7X 630 7SC S/B Section 2 1 Sect ion SRF 100W 3 SIDED SHIELD 50 Section Sect ion ELEV 9.8 I ELEV 10.01 Teleplione:561 -655 -9006 FL registration 4 223 & #295 e -mail: smila @bellsouth.net THOMPSON & YOUNGROSS ENGINEERING CONSULTANTS !LC 112 S.E. 10th ST. DELRAY BEACH, FL 3433 V: 561 - 274 -0200 F: 561: 274 -0222 tNlS LANr5CMF ILLG■1INAfON 5',iVY 5 p 0pp�tAP.1 INFOtNAAION OF I, .,MIvARY f *C N61 ANti U O r Ot2L6i ON � o� 5 OH 3lthr XCFp13Y W I'1 N CON5FNT OF LUMiNAP.Y F= f'�CtS. Landscape Lighting Design by: Luminary Effects, Inc. 7170 Via Firenze Boca Raton, FL 33433 POWER LOCATION A POWER LOCATION NUMBER WATTAGE AT 120 / 240 VOLTS FIXTURE TYPE NUMBER Landscape Design by: SANC -{EL & M LANDSCAPE ARCHI"I'ECTURE 140 Royal Palm Way, Suite 4 206, Palm Beach, FL 33480 F'ax:561 -655 -9007 NY registration #1704 www.smila,net Sanchez & Maddux, Inc. shall retain all common law, statutory and other reserved rights, including the copyright for these drawings. These drawings shall not be used by the recipients or others except by agreement in writing and with appropriate compensation, waiver of claims, and indemnification to Sanchez & Maddux, Inc. revisions 08 -23 -05 12 =07 -05 04 -27 -06 drawn DLM date 02 -10 -05 scale 1/8" = 1'0" designed by : sheet sheets Sect ion Sect ion 2 TO EXISTING PANEL "A" 1,225 WATTS 1240V/3 #10 TH11N 16 AMPS EXISTING CIRCUIT 31 / 33 20 AMP /DP / #10 \WIRE 3/4" PVC SRF 100W \ 4 SIDED SHIELD LNC O5 : W PANEL "N' CIRCUIT 31 / 33 ELEV = 1 2, 1 1 FLOO�Z Section STLNC 7X 600 PANEL "A" CIRCUrI 27 / 29 7X 600 1 5 7X 600 HOUSE SHIELD TO EXISTING PANEL "A" 825;WATTS 1240V / 3 #10 THIIN / 4 AMP$ ' EXISTING CIRCUrr 27 / 29 20 AMP /DP / #10 WIRE 3/4" PVC 7X 630 7SC S/B Section 2 1 Sect ion SRF 100W 3 SIDED SHIELD 50 Section Sect ion ELEV 9.8 I ELEV 10.01 Teleplione:561 -655 -9006 FL registration 4 223 & #295 e -mail: smila @bellsouth.net THOMPSON & YOUNGROSS ENGINEERING CONSULTANTS !LC 112 S.E. 10th ST. DELRAY BEACH, FL 3433 V: 561 - 274 -0200 F: 561: 274 -0222 tNlS LANr5CMF ILLG■1INAfON 5',iVY 5 p 0pp�tAP.1 INFOtNAAION OF I, .,MIvARY f *C N61 ANti U O r Ot2L6i ON � o� 5 OH 3lthr XCFp13Y W I'1 N CON5FNT OF LUMiNAP.Y F= f'�CtS. Landscape Lighting Design by: Luminary Effects, Inc. 7170 Via Firenze Boca Raton, FL 33433 POWER LOCATION A POWER LOCATION NUMBER WATTAGE AT 120 / 240 VOLTS FIXTURE TYPE NUMBER Landscape Design by: SANC -{EL & M LANDSCAPE ARCHI"I'ECTURE 140 Royal Palm Way, Suite 4 206, Palm Beach, FL 33480 F'ax:561 -655 -9007 NY registration #1704 www.smila,net Sanchez & Maddux, Inc. shall retain all common law, statutory and other reserved rights, including the copyright for these drawings. These drawings shall not be used by the recipients or others except by agreement in writing and with appropriate compensation, waiver of claims, and indemnification to Sanchez & Maddux, Inc. revisions 08 -23 -05 12 =07 -05 04 -27 -06 drawn DLM date 02 -10 -05 scale 1/8" = 1'0" designed by : sheet sheets FIXTURE TYPE 1 R4LWC R4LWC SHIELDS 0 Not required 1 526 Copper Down 2 527 Copper Up 4 S57 Copper down w /lens & gasket Other Metal Halide & High Pressure Sodium options available R4LWC BASE 0 Not required 1 B02 - Enclosed (CS) 2 B06 Universal Tree Base (bronze) 4 LMSB 2.5' x 20" PVC stake w/ brass cap Fiberglass Encloser R4LWC LAMPS 0 Not required 26 Q90P38F130 27 Q90P38S130 3 MV10OPAR38MED 1 MV10OR4OMED 22 MV100R40CMED 2 MVI7SR4OMED 23 MV17SR40CMED 15 MH 100M ED-FLREF 24 MH1 DOMED -SPREF 16 MH I 75M ED-FLREF 25 MH175MED -SPMED R4LWC ENCLOSURE 0 Not required 1 FGE04.100MVQ 2 FCE06.175MVQ 4 rGE09 - 100MHQ 5 FGE 1 1 - 1 75MHQ 11 CB802.100MVQ 12 CBBO3.175MVQ 14 CBB06 - 100MHQ 15 CBBO7-175MHQ ' ETL LISTED CTEL AVAILABLE FIXTURE TYPE 3B INGROUND - TDB2 1 6.75' fi.75' 8.2 5" 8.2 The TDB2 series is a compact single piece composite inground suitable for use in wet applications. Designed for use with 35W - 75W Quartz Halogen, 50W - 100W MV Tamp or a fluorescent spring lamp. An optional single piece composite or rockguard controls glare and light patterns. \AkYffF�C - 15, \C. 7170 VA "OCA WO \, ‘1•3) 561.395 -3810 fax 561.394 -7701 SPECIFICATIONS / FEATURES HOUSING Single piece compression molded fiberglass reinforced polyester composite. P re wi re d. FINISH Color impregnated bronze composite which will not flake or peel when scratched. LENS RING Single piece compression molded composite with gasketed lens. ROCK GUARD Single piece compression molded composite rock guard with lens. Directional configuaration of guard controls glare and light patterns. LENS Convex, clear, high temperature, tempered glass furnished with a silicone gasket, (A unique submersible gasket sealing silicone grease) for a watertight seal. BALLAST Standard multi -tap core and coil, high power factor, water resistant encapsulated with silicone filled wirenuts. 480 available. WIRING Isolated compartment with cover. Unit furnished with potting com- pound and moisture absorbing Dessicant Pak for moisture free installation. Units with pre -wired cord whips are factory potted. GELPAK Optional Gelpak for conduit installation. SOCKET Porcelain medium base socket. AIMING 15 degree angle on either side of vertical. Rotatable 358 degree within housing. ETL LISTED CTEL AVAILABLE FIXTURE TYPE 4 SRF SERIES SPECIFICATIONS The Small Rectangular Flood is a compact H.I.D. floodlight (also available in compact fluorescent) ideal for sight lighting, display lighting, landscape lighting and general purpose security lighting. Lamps Compact Fluorescent Mercury Vapor HPS 35W - 1 50W MH SOW, 70W & 100W Housing Die cast aluminum housing with powder coat finish. O.D. Green or bronze are standard colors. Consult factory for availability of other colors. (Fixture also available in solid brass). Measures 9.875 "W x 6.25" H x 4.75 "D. Lens High impact, dear tempered glass lens. Gasketing High temperature silicone gasketing at lens and mounting provides a watertight seal. Mounting AY2" threaded knuckle is standard. ETL Listed CETL Available SRF SERIES THOMPSON & YOUNGROSS ENGINEERING CONSULTANTS LLC 112 S.E. 10th ST. DELRAY BEACH, FL 33483 V: 561.274.0200 F: 561: 274.0222 T15 1 .-AN5Cif E I!, .,UMINATON 5 15 FPOp TAFv o � \AAY F C - .1 . 5 INC, u5 op �po✓uc�oN 1 15 INoH13I-Tr EXCEr - CONS 0 _UMN!Y Eri'C "5. r umeamemil revisions 08 -23 -05 i 2 -07 -05 04 -27 -06 drawn RPJ date 12 -07 -05 scale none designed by : sheet 2 of 2 RPJ RPJ RPJ of sheets L-uminaru effects, Inc T70 la ' ri:rt-e Voca Eaton, f, 3� '� 5M :95 5 6!0 ; !a7 X61 - 9 -7701 J FIXTURE TYPE 5 CIRCUIT 27 / 29 AND 31 / 33 ARE 20 AMP 6.875" 2,050 WATTS / 240V / 9 AMPS 3.875" 5.0' 9 0 . 4.75• 2.75' 1 4 3 5' 5' 1 4 3.5' IPPPw' 5" Iry 1 1_127S 1 F,.5" DO SHIELD UP SHIELD R30 - 4%2" w /base /shield & gasketed lens ACCESSORIES R20 - 3/211 w /base /shield & gasketed lens 3.,• Or 0 0 1 0, . LAMP OPTIONS 115' UNIVERSAL TREE BASE BRASS 0 ,. 7 ' x• CONDUIT BASE M V 5 O R2 0 MV100R30 50PAR36NRP 5OPAR361NSP 50PAR361 WFL 12V HALOGEN MR16 (20 -35 -50.65 WATT) SP -FL -WFL MOUNTING BASE ,s 0 0 0 The R series fixture comes standard with an O.D. green base. Special enclosed tree base (O.D. green) and a round 3 hole base mounting are also available. 4' 3 HOLE COVER ROUND ENCLOSURES Luminarq effects, Inc, 7170 Via F iraize Ciaa k, rtu,, f I, »40 56'-'.95 -'810' fax 561 -X94 -7701 Select enclosure type from enclosers listed below. Fiberglass, Steel & painted steel types are available. O.D. green standard. Fixture is supplied standard with a multi -tap ballast. * ETL LISTED * CTEL AVAILABLE 1 FIXTURE TYPE 1 R4LWC R4LWC SHIELDS 0 Not required 1 526 Copper Down 2 527 Copper Up 4 S57 Copper down w /lens & gasket Other Metal Halide & High Pressure Sodium options available R4LWC BASE 0 Not required 1 B02 - Enclosed (CS) 2 B06 Universal Tree Base (bronze) 4 LMSB 2.5' x 20" PVC stake w/ brass cap Fiberglass Encloser R4LWC LAMPS 0 Not required 26 Q90P38F130 27 Q90P38S130 3 MV10OPAR38MED 1 MV10OR4OMED 22 MV100R40CMED 2 MVI7SR4OMED 23 MV17SR40CMED 15 MH 100M ED-FLREF 24 MH1 DOMED -SPREF 16 MH I 75M ED-FLREF 25 MH175MED -SPMED R4LWC ENCLOSURE 0 Not required 1 FGE04.100MVQ 2 FCE06.175MVQ 4 rGE09 - 100MHQ 5 FGE 1 1 - 1 75MHQ 11 CB802.100MVQ 12 CBBO3.175MVQ 14 CBB06 - 100MHQ 15 CBBO7-175MHQ ' ETL LISTED CTEL AVAILABLE FIXTURE TYPE 3B INGROUND - TDB2 1 6.75' fi.75' 8.2 5" 8.2 The TDB2 series is a compact single piece composite inground suitable for use in wet applications. Designed for use with 35W - 75W Quartz Halogen, 50W - 100W MV Tamp or a fluorescent spring lamp. An optional single piece composite or rockguard controls glare and light patterns. \AkYffF�C - 15, \C. 7170 VA "OCA WO \, ‘1•3) 561.395 -3810 fax 561.394 -7701 SPECIFICATIONS / FEATURES HOUSING Single piece compression molded fiberglass reinforced polyester composite. P re wi re d. FINISH Color impregnated bronze composite which will not flake or peel when scratched. LENS RING Single piece compression molded composite with gasketed lens. ROCK GUARD Single piece compression molded composite rock guard with lens. Directional configuaration of guard controls glare and light patterns. LENS Convex, clear, high temperature, tempered glass furnished with a silicone gasket, (A unique submersible gasket sealing silicone grease) for a watertight seal. BALLAST Standard multi -tap core and coil, high power factor, water resistant encapsulated with silicone filled wirenuts. 480 available. WIRING Isolated compartment with cover. Unit furnished with potting com- pound and moisture absorbing Dessicant Pak for moisture free installation. Units with pre -wired cord whips are factory potted. GELPAK Optional Gelpak for conduit installation. SOCKET Porcelain medium base socket. AIMING 15 degree angle on either side of vertical. Rotatable 358 degree within housing. ETL LISTED CTEL AVAILABLE FIXTURE TYPE 4 SRF SERIES SPECIFICATIONS The Small Rectangular Flood is a compact H.I.D. floodlight (also available in compact fluorescent) ideal for sight lighting, display lighting, landscape lighting and general purpose security lighting. Lamps Compact Fluorescent Mercury Vapor HPS 35W - 1 50W MH SOW, 70W & 100W Housing Die cast aluminum housing with powder coat finish. O.D. Green or bronze are standard colors. Consult factory for availability of other colors. (Fixture also available in solid brass). Measures 9.875 "W x 6.25" H x 4.75 "D. Lens High impact, dear tempered glass lens. Gasketing High temperature silicone gasketing at lens and mounting provides a watertight seal. Mounting AY2" threaded knuckle is standard. ETL Listed CETL Available SRF SERIES THOMPSON & YOUNGROSS ENGINEERING CONSULTANTS LLC 112 S.E. 10th ST. DELRAY BEACH, FL 33483 V: 561.274.0200 F: 561: 274.0222 T15 1 .-AN5Cif E I!, .,UMINATON 5 15 FPOp TAFv o � \AAY F C - .1 . 5 INC, u5 op �po✓uc�oN 1 15 INoH13I-Tr EXCEr - CONS 0 _UMN!Y Eri'C "5. r umeamemil revisions 08 -23 -05 i 2 -07 -05 04 -27 -06 drawn RPJ date 12 -07 -05 scale none designed by : sheet 2 of 2 RPJ RPJ RPJ of sheets L-uminaru effects, Inc T70 la ' ri:rt-e Voca Eaton, f, 3� '� 5M :95 5 6!0 ; !a7 X61 - 9 -7701 J LANDSCAPE LIGHTS TO EX[STI \G PANEL "A" CIRCUIT 27 / 29 AND 31 / 33 ARE 20 AMP CIRCUIT 27 / 29 ; 2 -POLE / 20 AMP / 240V 2,050 WATTS / 240V / 9 AMPS FIXTURE TYPE 1 R4LWC R4LWC SHIELDS 0 Not required 1 526 Copper Down 2 527 Copper Up 4 S57 Copper down w /lens & gasket Other Metal Halide & High Pressure Sodium options available R4LWC BASE 0 Not required 1 B02 - Enclosed (CS) 2 B06 Universal Tree Base (bronze) 4 LMSB 2.5' x 20" PVC stake w/ brass cap Fiberglass Encloser R4LWC LAMPS 0 Not required 26 Q90P38F130 27 Q90P38S130 3 MV10OPAR38MED 1 MV10OR4OMED 22 MV100R40CMED 2 MVI7SR4OMED 23 MV17SR40CMED 15 MH 100M ED-FLREF 24 MH1 DOMED -SPREF 16 MH I 75M ED-FLREF 25 MH175MED -SPMED R4LWC ENCLOSURE 0 Not required 1 FGE04.100MVQ 2 FCE06.175MVQ 4 rGE09 - 100MHQ 5 FGE 1 1 - 1 75MHQ 11 CB802.100MVQ 12 CBBO3.175MVQ 14 CBB06 - 100MHQ 15 CBBO7-175MHQ ' ETL LISTED CTEL AVAILABLE FIXTURE TYPE 3B INGROUND - TDB2 1 6.75' fi.75' 8.2 5" 8.2 The TDB2 series is a compact single piece composite inground suitable for use in wet applications. Designed for use with 35W - 75W Quartz Halogen, 50W - 100W MV Tamp or a fluorescent spring lamp. An optional single piece composite or rockguard controls glare and light patterns. \AkYffF�C - 15, \C. 7170 VA "OCA WO \, ‘1•3) 561.395 -3810 fax 561.394 -7701 SPECIFICATIONS / FEATURES HOUSING Single piece compression molded fiberglass reinforced polyester composite. P re wi re d. FINISH Color impregnated bronze composite which will not flake or peel when scratched. LENS RING Single piece compression molded composite with gasketed lens. ROCK GUARD Single piece compression molded composite rock guard with lens. Directional configuaration of guard controls glare and light patterns. LENS Convex, clear, high temperature, tempered glass furnished with a silicone gasket, (A unique submersible gasket sealing silicone grease) for a watertight seal. BALLAST Standard multi -tap core and coil, high power factor, water resistant encapsulated with silicone filled wirenuts. 480 available. WIRING Isolated compartment with cover. Unit furnished with potting com- pound and moisture absorbing Dessicant Pak for moisture free installation. Units with pre -wired cord whips are factory potted. GELPAK Optional Gelpak for conduit installation. SOCKET Porcelain medium base socket. AIMING 15 degree angle on either side of vertical. Rotatable 358 degree within housing. ETL LISTED CTEL AVAILABLE FIXTURE TYPE 4 SRF SERIES SPECIFICATIONS The Small Rectangular Flood is a compact H.I.D. floodlight (also available in compact fluorescent) ideal for sight lighting, display lighting, landscape lighting and general purpose security lighting. Lamps Compact Fluorescent Mercury Vapor HPS 35W - 1 50W MH SOW, 70W & 100W Housing Die cast aluminum housing with powder coat finish. O.D. Green or bronze are standard colors. Consult factory for availability of other colors. (Fixture also available in solid brass). Measures 9.875 "W x 6.25" H x 4.75 "D. Lens High impact, dear tempered glass lens. Gasketing High temperature silicone gasketing at lens and mounting provides a watertight seal. Mounting AY2" threaded knuckle is standard. ETL Listed CETL Available SRF SERIES THOMPSON & YOUNGROSS ENGINEERING CONSULTANTS LLC 112 S.E. 10th ST. DELRAY BEACH, FL 33483 V: 561.274.0200 F: 561: 274.0222 T15 1 .-AN5Cif E I!, .,UMINATON 5 15 FPOp TAFv o � \AAY F C - .1 . 5 INC, u5 op �po✓uc�oN 1 15 INoH13I-Tr EXCEr - CONS 0 _UMN!Y Eri'C "5. r umeamemil revisions 08 -23 -05 i 2 -07 -05 04 -27 -06 drawn RPJ date 12 -07 -05 scale none designed by : sheet 2 of 2 RPJ RPJ RPJ of sheets L-uminaru effects, Inc T70 la ' ri:rt-e Voca Eaton, f, 3� '� 5M :95 5 6!0 ; !a7 X61 - 9 -7701 J Lutr inor,} Gffect5, 7170 Via - :renze (;oca Paton, FL > 4 ,i” 561 - 95 - 60 , fax 56 -.9 -7701 nc, FIXTURE TYPE 1 R4LWC R4LWC SHIELDS 0 Not required 1 526 Copper Down 2 527 Copper Up 4 S57 Copper down w /lens & gasket Other Metal Halide & High Pressure Sodium options available R4LWC BASE 0 Not required 1 B02 - Enclosed (CS) 2 B06 Universal Tree Base (bronze) 4 LMSB 2.5' x 20" PVC stake w/ brass cap Fiberglass Encloser R4LWC LAMPS 0 Not required 26 Q90P38F130 27 Q90P38S130 3 MV10OPAR38MED 1 MV10OR4OMED 22 MV100R40CMED 2 MVI7SR4OMED 23 MV17SR40CMED 15 MH 100M ED-FLREF 24 MH1 DOMED -SPREF 16 MH I 75M ED-FLREF 25 MH175MED -SPMED R4LWC ENCLOSURE 0 Not required 1 FGE04.100MVQ 2 FCE06.175MVQ 4 rGE09 - 100MHQ 5 FGE 1 1 - 1 75MHQ 11 CB802.100MVQ 12 CBBO3.175MVQ 14 CBB06 - 100MHQ 15 CBBO7-175MHQ ' ETL LISTED CTEL AVAILABLE FIXTURE TYPE 3B INGROUND - TDB2 1 6.75' fi.75' 8.2 5" 8.2 The TDB2 series is a compact single piece composite inground suitable for use in wet applications. Designed for use with 35W - 75W Quartz Halogen, 50W - 100W MV Tamp or a fluorescent spring lamp. An optional single piece composite or rockguard controls glare and light patterns. \AkYffF�C - 15, \C. 7170 VA "OCA WO \, ‘1•3) 561.395 -3810 fax 561.394 -7701 SPECIFICATIONS / FEATURES HOUSING Single piece compression molded fiberglass reinforced polyester composite. P re wi re d. FINISH Color impregnated bronze composite which will not flake or peel when scratched. LENS RING Single piece compression molded composite with gasketed lens. ROCK GUARD Single piece compression molded composite rock guard with lens. Directional configuaration of guard controls glare and light patterns. LENS Convex, clear, high temperature, tempered glass furnished with a silicone gasket, (A unique submersible gasket sealing silicone grease) for a watertight seal. BALLAST Standard multi -tap core and coil, high power factor, water resistant encapsulated with silicone filled wirenuts. 480 available. WIRING Isolated compartment with cover. Unit furnished with potting com- pound and moisture absorbing Dessicant Pak for moisture free installation. Units with pre -wired cord whips are factory potted. GELPAK Optional Gelpak for conduit installation. SOCKET Porcelain medium base socket. AIMING 15 degree angle on either side of vertical. Rotatable 358 degree within housing. ETL LISTED CTEL AVAILABLE FIXTURE TYPE 4 SRF SERIES SPECIFICATIONS The Small Rectangular Flood is a compact H.I.D. floodlight (also available in compact fluorescent) ideal for sight lighting, display lighting, landscape lighting and general purpose security lighting. Lamps Compact Fluorescent Mercury Vapor HPS 35W - 1 50W MH SOW, 70W & 100W Housing Die cast aluminum housing with powder coat finish. O.D. Green or bronze are standard colors. Consult factory for availability of other colors. (Fixture also available in solid brass). Measures 9.875 "W x 6.25" H x 4.75 "D. Lens High impact, dear tempered glass lens. Gasketing High temperature silicone gasketing at lens and mounting provides a watertight seal. Mounting AY2" threaded knuckle is standard. ETL Listed CETL Available SRF SERIES THOMPSON & YOUNGROSS ENGINEERING CONSULTANTS LLC 112 S.E. 10th ST. DELRAY BEACH, FL 33483 V: 561.274.0200 F: 561: 274.0222 T15 1 .-AN5Cif E I!, .,UMINATON 5 15 FPOp TAFv o � \AAY F C - .1 . 5 INC, u5 op �po✓uc�oN 1 15 INoH13I-Tr EXCEr - CONS 0 _UMN!Y Eri'C "5. r umeamemil revisions 08 -23 -05 i 2 -07 -05 04 -27 -06 drawn RPJ date 12 -07 -05 scale none designed by : sheet 2 of 2 RPJ RPJ RPJ of sheets L-uminaru effects, Inc T70 la ' ri:rt-e Voca Eaton, f, 3� '� 5M :95 5 6!0 ; !a7 X61 - 9 -7701 FIXTURE TYPE 1 R4LWC R4LWC SHIELDS 0 Not required 1 526 Copper Down 2 527 Copper Up 4 S57 Copper down w /lens & gasket Other Metal Halide & High Pressure Sodium options available R4LWC BASE 0 Not required 1 B02 - Enclosed (CS) 2 B06 Universal Tree Base (bronze) 4 LMSB 2.5' x 20" PVC stake w/ brass cap Fiberglass Encloser R4LWC LAMPS 0 Not required 26 Q90P38F130 27 Q90P38S130 3 MV10OPAR38MED 1 MV10OR4OMED 22 MV100R40CMED 2 MVI7SR4OMED 23 MV17SR40CMED 15 MH 100M ED-FLREF 24 MH1 DOMED -SPREF 16 MH I 75M ED-FLREF 25 MH175MED -SPMED R4LWC ENCLOSURE 0 Not required 1 FGE04.100MVQ 2 FCE06.175MVQ 4 rGE09 - 100MHQ 5 FGE 1 1 - 1 75MHQ 11 CB802.100MVQ 12 CBBO3.175MVQ 14 CBB06 - 100MHQ 15 CBBO7-175MHQ ' ETL LISTED CTEL AVAILABLE FIXTURE TYPE 3B INGROUND - TDB2 1 6.75' fi.75' 8.2 5" 8.2 The TDB2 series is a compact single piece composite inground suitable for use in wet applications. Designed for use with 35W - 75W Quartz Halogen, 50W - 100W MV Tamp or a fluorescent spring lamp. An optional single piece composite or rockguard controls glare and light patterns. \AkYffF�C - 15, \C. 7170 VA "OCA WO \, ‘1•3) 561.395 -3810 fax 561.394 -7701 SPECIFICATIONS / FEATURES HOUSING Single piece compression molded fiberglass reinforced polyester composite. P re wi re d. FINISH Color impregnated bronze composite which will not flake or peel when scratched. LENS RING Single piece compression molded composite with gasketed lens. ROCK GUARD Single piece compression molded composite rock guard with lens. Directional configuaration of guard controls glare and light patterns. LENS Convex, clear, high temperature, tempered glass furnished with a silicone gasket, (A unique submersible gasket sealing silicone grease) for a watertight seal. BALLAST Standard multi -tap core and coil, high power factor, water resistant encapsulated with silicone filled wirenuts. 480 available. WIRING Isolated compartment with cover. Unit furnished with potting com- pound and moisture absorbing Dessicant Pak for moisture free installation. Units with pre -wired cord whips are factory potted. GELPAK Optional Gelpak for conduit installation. SOCKET Porcelain medium base socket. AIMING 15 degree angle on either side of vertical. Rotatable 358 degree within housing. ETL LISTED CTEL AVAILABLE FIXTURE TYPE 4 SRF SERIES SPECIFICATIONS The Small Rectangular Flood is a compact H.I.D. floodlight (also available in compact fluorescent) ideal for sight lighting, display lighting, landscape lighting and general purpose security lighting. Lamps Compact Fluorescent Mercury Vapor HPS 35W - 1 50W MH SOW, 70W & 100W Housing Die cast aluminum housing with powder coat finish. O.D. Green or bronze are standard colors. Consult factory for availability of other colors. (Fixture also available in solid brass). Measures 9.875 "W x 6.25" H x 4.75 "D. Lens High impact, dear tempered glass lens. Gasketing High temperature silicone gasketing at lens and mounting provides a watertight seal. Mounting AY2" threaded knuckle is standard. ETL Listed CETL Available SRF SERIES THOMPSON & YOUNGROSS ENGINEERING CONSULTANTS LLC 112 S.E. 10th ST. DELRAY BEACH, FL 33483 V: 561.274.0200 F: 561: 274.0222 T15 1 .-AN5Cif E I!, .,UMINATON 5 15 FPOp TAFv o � \AAY F C - .1 . 5 INC, u5 op �po✓uc�oN 1 15 INoH13I-Tr EXCEr - CONS 0 _UMN!Y Eri'C "5. r umeamemil revisions 08 -23 -05 i 2 -07 -05 04 -27 -06 drawn RPJ date 12 -07 -05 scale none designed by : sheet 2 of 2 RPJ RPJ RPJ of sheets