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HomeMy Public PortalAbout03-10 Large Planqw 9 DRILL t EPDXY (1) 1�5- x 2' -0" LG. 0 4'-0" O.C. MAX. 4" EMBED. MIN. -\ 4" TI4 K CONC SLAB \ W/ (ox6 -10/10 W.WF. W/ ` 6 MIL MOIST. BARRIER -) 1 �4 20iliixia "DP. MONO- i- FOOTING W/ l3) EXISTING MASONRY WALL EXIST. 4" TW'K CONC: SLAB S REBAR CONT. EXIST. STEM WALL FOOTING: TO R—EMAIN C)RILL - EPDXY -, i ( —T 1 (2) +5 INTO EXIST. STEM WALL FT'G—/ 4" EMBED. MI 5 co-"�%T6c! 1i 1 SCALE: 3/411 = I 1 - V NEW 3114 Y.T.R. e � e I \ NEW I LAY. l�I, 2 "4 Y.T.R. TO NEW SEPTIC TANIv'PUUM U I ✓ j1'� 11 j ° ! ° SPA , TUB i 4 e e e I BA� /� ee I/ 2 114j�� LAY. 1 I SH'R \ 11/2114 V �e� I 3114 \ -WIR 2/11 W.C. AID 11 I I I>16 I E1® 5A T H NEW 2 "4 Y.T.R e1 NJ, I 1 NEW NEW EXISTING CONSTR. CONSTR. FOUNDATION FILAN SCALE: 114 " =1' -0" AA iw 03V1Q Uj w i aw° 00 0 a ui IL�W �-daJl IM U, O 05 Z u- F- 0 -c uj < w w w i i THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED i IIN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. � 1 i I I"'i V-I i I I I � i I I I I ie i '1 q i -� cz i Ln r- 1-3 LL w i Ise i }�� I io 171 i iw BIDS PERMIT CONSTRUCTION SCALE NOTED DRAWN BY: O.E.T. DATE: 5/2E/03 CHECKED BY: REF. DATE: 8/29/03 i JOB NUMBER i 02 -24 SHEET NUMBER REV e ` CONNECT TO LAY. I EXIST. SANITARY ! LATERAL LINE 11!/2114 I 3 "4 T 2114 VVV L CONNECT EXIST. ✓ 6 NN. d� ts O1�61 N. T T EXISTING V NEVI TUB SANITARY LATERAL 2114 Y.T.R. I ILA1r{, 2114 TO NEW SANITARY (Y.IpJ I 1 r-4 SYSTEM `I I1�2114 111 � I 31141 i+� 3 4 N NO SCALE 4' TH'K CONC. SLAB W/ 6x6 -10110 W.W.F. W/ 11..8 V811 TW'K'D E[) GE Lty III/ ell) U5 IP=ceec rni.rr NJ, I 1 NEW NEW EXISTING CONSTR. CONSTR. FOUNDATION FILAN SCALE: 114 " =1' -0" AA iw 03V1Q Uj w i aw° 00 0 a ui IL�W �-daJl IM U, O 05 Z u- F- 0 -c uj < w w w i i THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED i IIN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. � 1 i I I"'i V-I i I I I � i I I I I ie i '1 q i -� cz i Ln r- 1-3 LL w i Ise i }�� I io 171 i iw BIDS PERMIT CONSTRUCTION SCALE NOTED DRAWN BY: O.E.T. DATE: 5/2E/03 CHECKED BY: REF. DATE: 8/29/03 i JOB NUMBER i 02 -24 SHEET NUMBER REV TRUSS NOTES: TRUSS LAYOUT PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATION, FEASIBILITY AND ARCHITECTURAL AIDE. TRUSS MAN - FACTURER 15 RESPONSIBLE FOR FINAL LAYOUT, SPANS AND ALL T; .ISS /DEADER ENGINEERING. ANY DESCRE- PANCIES FROM THESE LAYOUTS THAT EFFECT STRUCTURAL BEARING AS CALLED OUT IN THESE PLANS SHALL BE NOTIFIED TO THE DESIGNER AND OR ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. 2. WOOD TRUSSES WHICH ARE TO BE FABRICATED BY A LICENSED FABRICATOR, SHALL BE FURNISHED 1 A.W. DESIGNS PREPARED TO BE SIGNED E SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER d THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER d ITS FASTENINGGS" BY "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" (LATEST EDITION), d DESIGN SPECIF- ICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES, BY THE TRUSS PLATE INSTITUTE. 3. METAL STRAPS 4 ANCHORS FOR ALL WOOD TRUSSES SHALL MEET I.A.U. LOCAL MUNICIPALITY STANDARDS 8 MANUFACTURERS LITERATURE. 4. ALL ENGINEERED HEADER 3 TRUSS HANGERS TO BE SUPPLIED BY THE TRUSS COMPANY. 5. ALL HEADERS TO BE MINIMUM (2) -2x12, UNLESS SPECIFIED OTHERWISE. TRU66 5RACING; NQTE6-. "RAT RUNS" 2x4 HF *2 w 6' C/C CONTINUOUS ON BOTTOM CHORD OF TRUSS WITH 45 DEG. DIAGONAL MEMBERS (2x4 HF *2) LOCATED AT GABLE ENDS AND 20' C/C NAIL MINIMUM OF 2 -12u COMMON NAILS Q EACH TRUSS. TRUSS BRACING SHALL BE PER HI5-31. THE ENGINEERING PROVIDED BY THE TRUSS COMPANY. REACTION: 820• UPLIFT: 550" (TYR) 2x4 0 16" O.G. (TYP.) TS 3 '/2x3�/2xi/4 COLUMN ITYP (3) SIMPSON 14ETAL20 EMBEDDED TRUSS ANCHORS (2) SIMPSON META22 HURRICANE STRAPS a GIRDER Ti;.IS5 (TYP.) SIMPSON META22 HURRICANE STRAPS a EACH TRUSS (TYP> oil © %" 10 REMOVE EXISTING MASONRY WALL r - -- -- -- i i i i i i i i - - -- ----- REMOVE EXISTING SCREENED PORCH, SCREEN, FRAMING 4 CONCRETE SLAB REMOVE EX. OVERHANG ROOFING AS REO'D, REMOVE ENDS OF EXISTING ROOF TRUSSES AS REQUIRED - - -- TEMPORARILY SUPPORT EXISTING TIE -BEAM UNTIL INSTALLATION OF MASONRY WALL IS COMPLETE SCALE. 1/4" =r -0°` 1, 0 �mLd Q°� 3 coo of o «o Ld w o w�Mz u z j I• -�-�I L m o v> S W L� �oc� � ww w��� LLj THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. I t 1 A ... �- • r ' i • 1 BIDS PERMIT CONSTRUCTION SCALE NOTED DRAWN BY: D E.t. DATE: 5/25/03 CHECKED BY: RED- DATE: 5/29/03 i JOB NUMBER SHEET NUMBER REV. A-4 -'t W .. W I• -�-�I L I t 1 A ... �- • r ' i • 1 BIDS PERMIT CONSTRUCTION SCALE NOTED DRAWN BY: D E.t. DATE: 5/25/03 CHECKED BY: RED- DATE: 5/29/03 i JOB NUMBER SHEET NUMBER REV. A-4 -'t NEW ADDITION SUBPANEL IN HIS CLOSET ELEC. SERVICE <:I— BY FPL (300 AMP SERVICE) *2 CU CsRoUND TO �k'4 " x 10' CU CxROUND ROD OR CWI= ELECTRICAL, RISEN DIAGRAM NTS ra0TE -S: 1. INSTALL ARC FAULT CIRCUIT PROTECTORS. 2. INSTALL WHOLE HOUSE SURGE PROTECTOR, 3. EXISTINCz ELECTRICAL LAYOUT SHALL BE REVIEUiED 5Y ELECTRICAL CONTRACTOR FOR CODE COMPLIANCE. PUMP STATION CONTROL P4NEL =L=C T ICAL 6I 15� �:)L,S TELEVISION JACK PREWIRED HVAC THERMOSTAT INTERCOM AT 60" A.F;r. TELEPHONE OUTLET AT 12" AFF. j I TELEPHONE OUTLET --II FLUSH WITH FLOOR SPEAKER IN CEILING SECURITY I LIGHTs I DOOR BELL PUSH BUTTON FLUORESCENT LIGHT MOTO' UNDER CAB. ELECTRONIC KEY GARAGE DOOR OPENER FS XH —TILIG AN L V DOOR RELEASE I ' VOLUME CONTROL E I t f SCALE: '/¢ "= I' -0" N t... DUPLEX RECEPTACLE �mw AT 12" AFF, AT 12" AFF. (22OV) B DUPLEX RECEPTACLE 0 AT BASE �C DUPLEX RECEPTACLE U¢ Z AT V' ABOVE COUNTER O DUPLEX RECEPTACLE SWITCH I THREE WAY FLUSH IN FLOOR WI DUPLEX RECEPTACLE W W GROUND FAULT INTERUPT FOUR WAY DUPLEX RECEPTACLE �R TOP REC. SWITCHED WP DUPLEX RECEPTACLE LL WATERPROOF UC DUPLEX RECEPTACLE UNDER COUNTER QUADRUPLEX —� SWITCH I �:)L,S TELEVISION JACK PREWIRED HVAC THERMOSTAT INTERCOM AT 60" A.F;r. TELEPHONE OUTLET AT 12" AFF. j I TELEPHONE OUTLET --II FLUSH WITH FLOOR SPEAKER IN CEILING SECURITY I LIGHTs I DOOR BELL PUSH BUTTON FLUORESCENT LIGHT MOTO' UNDER CAB. ELECTRONIC KEY GARAGE DOOR OPENER FS XH —TILIG AN L V DOOR RELEASE I ' VOLUME CONTROL E I t f SCALE: '/¢ "= I' -0" N t... DEDICATED RECEPTACLE �mw AT 12" AFF. (22OV) Fl Z _ SWITCH 0 SINGLE POLE L a U¢ Z Lj 3 SWITCH I THREE WAY w => Lj SWITCH W W a FOUR WAY �R SiifITCH RHEOSTAT LL SWITCH j DIMMER —� SWITCH I K KEYED K-1 T' SECURITY KEYPAD J JUNCTION I r7. i �:)L,S TELEVISION JACK PREWIRED HVAC THERMOSTAT INTERCOM AT 60" A.F;r. TELEPHONE OUTLET AT 12" AFF. j I TELEPHONE OUTLET --II FLUSH WITH FLOOR SPEAKER IN CEILING SECURITY I LIGHTs I DOOR BELL PUSH BUTTON FLUORESCENT LIGHT MOTO' UNDER CAB. ELECTRONIC KEY GARAGE DOOR OPENER FS XH —TILIG AN L V DOOR RELEASE I ' VOLUME CONTROL E I t f SCALE: '/¢ "= I' -0" N t... �mw ¢os Fl Z �[ }wa Sao L a U¢ Z Lj } m N w => Lj IY W W Q:OL N ui x� }� THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED I IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. ylM�} z gee Fl Z �[ ice{ lu LL LL H BIDS I PERMIT I-- ir-- 0 w CONSTRUCTION SCALE NOTED DRAWN BY: D.E.T. DATE: 5/25/03 CHECKED BY: R.Er- DATE: 5/2`3/0°a JOB NUMBER 02 -24 -S-L4 NIA ... � -1 iV awo oc �} as o x � SAO d o wi sz I U � �Z Zoo u.tOZ.,. L mN w c$ W W 2 � = m } O to - ¢ a 0 1- Lai _ c u v v THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. � . .. E' 4 j 0 BIDS PERMIT CONSTRUCTION SCALE ! NOTED DRAWN BY: D.E.T. DATE: CHECKED BY: REP. DATE: 5/29/03 II �OB NUMBER SPF! T NI INABER I F? `J. A -i 170 u N w C-3�` O J=am= ri0�020 0' �- p r � V) A cy r O 0 W � a a z� NO o o ry m J J 3 w I m l N ~ �w a Uc as oc Q�_ °r L( r 3 = L( z3 170 u 25.0' EXISTINIELD RN w 0 0 a o? NOTE: PUBLIC WATER EXISTS U EXACT LOCATION UNKNOWN R\G� p\1090, P� N p 1R-75 , W�SN \N q�D Q FOU MON�M eD ' O CON �UMgERi NO WELL OR W.M� SYSTEM WITHIN 75' OF PROPERTY R C O N C 9�n 9, POINT OF RS /s �O`E I L CURVATURE �+ Q p, 0 26.67' V x1p NO 06 S pj \ON ,n O ��� •� C 0 9- N c W, x � ScR ti�O CpFFi\, h wq C C040�� 32S ,�h J x S`ip �a• S F C cRr4' �o A 0.8 I ONC A00 O,QCy A 2. 0 �2 SHED p0 O w N 2.8' 04 Q w� ?g�' Q. w z a x 19. ' >r, O E— 0 0 1211 CONC C'ONC A O O RE o z' J m CL a s OOC OFC .. 0 0 zo 0 UCL.+ F- Q N W z�Z z 000 LL M: © COPYRIGHT 2003 O'BRIEN, SUITER & O'BRIEN, INC. N POLE WITH ANCHOR 12' EASEME 101.23' N O T P L A T T E D VACANT 01 - �yZ�c 7. act lb Il� o . wry rj V ^� �© rn �,j D I.R. 3' NORTHEAST 1TNESS CORNER) �A, J V n0 a LEGEND: � = CENTERLINE CONC. = CONCRETE P = PLANTER C.A. = CENTRAL ANGLE I.R. 5/8" IRON ROD WITH CAP #LB 353 O.R.B. = OFFICIAL RECORD BOOK L.P. = LIGHT POLE W.M. WATER METER = OVERHEAD UTILITY LINES = CHAIN LINK FENCE = WOOD FENCE = CONC. FENCE +18.19 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK "B -98" FLOOD ZONE: B DESCRIPTION: LOT 42, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61(317 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, PAUL D. ENGLE NOT VAUD WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. `'fig "10 i >0�2 w C-3�` O J=am= ri0�020 �0 X02 25.0' EXISTINIELD RN w 0 0 a o? NOTE: PUBLIC WATER EXISTS U EXACT LOCATION UNKNOWN R\G� p\1090, P� N p 1R-75 , W�SN \N q�D Q FOU MON�M eD ' O CON �UMgERi NO WELL OR W.M� SYSTEM WITHIN 75' OF PROPERTY R C O N C 9�n 9, POINT OF RS /s �O`E I L CURVATURE �+ Q p, 0 26.67' V x1p NO 06 S pj \ON ,n O ��� •� C 0 9- N c W, x � ScR ti�O CpFFi\, h wq C C040�� 32S ,�h J x S`ip �a• S F C cRr4' �o A 0.8 I ONC A00 O,QCy A 2. 0 �2 SHED p0 O w N 2.8' 04 Q w� ?g�' Q. w z a x 19. ' >r, O E— 0 0 1211 CONC C'ONC A O O RE o z' J m CL a s OOC OFC .. 0 0 zo 0 UCL.+ F- Q N W z�Z z 000 LL M: © COPYRIGHT 2003 O'BRIEN, SUITER & O'BRIEN, INC. N POLE WITH ANCHOR 12' EASEME 101.23' N O T P L A T T E D VACANT 01 - �yZ�c 7. act lb Il� o . wry rj V ^� �© rn �,j D I.R. 3' NORTHEAST 1TNESS CORNER) �A, J V n0 a LEGEND: � = CENTERLINE CONC. = CONCRETE P = PLANTER C.A. = CENTRAL ANGLE I.R. 5/8" IRON ROD WITH CAP #LB 353 O.R.B. = OFFICIAL RECORD BOOK L.P. = LIGHT POLE W.M. WATER METER = OVERHEAD UTILITY LINES = CHAIN LINK FENCE = WOOD FENCE = CONC. FENCE +18.19 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK "B -98" FLOOD ZONE: B DESCRIPTION: LOT 42, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61(317 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, PAUL D. ENGLE NOT VAUD WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. `'fig "10 i G9 GONG. TILE ROOF NEW EXIST TO MATCH EXIST. CONSTR GONS 1 I, IT] .: __ZSTUGGO FINISH I _I I :• ` .' •... • TO MATCH EXIST. .. > :....:• L' EXISTING ORTIYE `INFILL EXIST. WINDOW OPENING COLUMN L J W/ 2x8 9 16" O.C. W/ 1/2" TH'K. DRYWALL ON INSIDE a 2" TH'K. FINISH FLOOR --l� —TO MATCH OUTSIDE -44.0 " /SF. +33.10/6.F., -44.0 " /SF. NEW EXISTING CONSTR CONSTR EXISTING, ,,� NEW E /45T ELEVATION. SCALE: '/4"=I'-0" CONIC. TILE ROOF TO MATCH EXIST. NORTH ELEVATION. SCALE: 114 " =1' -0" CONC. TILE ROOF TO MATCH EXIST. WEST ELEVATION, SCALE: I /4 " =1' -O" NEW EXISTING CONSTR. CONSTR 5OUTH ELEVATI N SCALE: 1/4"=V-0" �muj ¢ uj a� 00 '-Q�w oa'a v¢Z Zozw ZZ w U U O co w O U c W O i N O Q w S wCnUU THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. BIDS W F� PERMIT p CONSTRUCTION SCALE NOTED DRAWN BY: D.E.T_ DATE: 5/25/ 03 CHECKED BY: REF. DATE: 5/2S/ 03 JOB NUMBER I 02 -24 SHEET NUMBER i REV A -2 I UND 2 X Er NUMBER) N Q �> O� g � m O Q N O m POINT OF CURVATURE LEGEND: = CENTERLINE CONC. = CONCRETE P = PLANTER C.A. = CENTRAL ANGLE I.R. = 518" IRON ROD WITH CAP #LB 353 O.R.B. = OFFICIAL RECORD BOOK L.P. = LIGHT POLE W.M. = WATER METER — — = OVERHEAD UTILITY LINES = CHAIN LINK FENCE ■ = WOOD FENCE = CONC. FENCE +18.19 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE. FLORIDA GEOLOGICAL SURVEY BENCH MARK 13-98" FLOOD ZONE: B DESCRIPTION.- 2 ' LOT 42, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, (n 19 .6' x �b�y AS RECORDED IN PL T BOOK 27, PAGE 69, PUBLIC RECORDS c OF PALM BEACH COUNTY, FLORIDA. ,._ c C I O Z X Q� POLE WITH ANCHOR 1L 2' EASEMENT �4 FOUND 1.R. Y NORTHEAST WITNESS CORNER) MAP OF BOUNDARY SUR VE Y �U kti © COPYRIGHT 2003 O'BRIEN, SUITER & O'BRIEN, INC. PATTED I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. PAUL D. ENGL E-1 NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. r nT A9 Drainage Calculations: A two (2) pole, SW VAC, 30 ampere rated fuse block Site Area = 24,097 square feet = 0,553 acres shall be provided fortransfombr primary winding; a one Building Roof Area = 5,975 square feet = 0.137 acres (1) pole, 260 VAC, 30 ampere fuse block will bepovided Driveway, Patio and Pool Area = 5,655 square feet = 0.130 for the secondary winding. Fuses shall be sized to acres the transformer in accordance with Total Impervious Area = 11,630 square feet = 0.267 acres requirements Total Pervious Area = 12,487 square feet = 0.287 acres ^ e Volume Required for Quality Detention: A terminal block shall be provided for connection of Compute First Inch of Runoff from Entire Developed Site level controls and other control wiring as required for = 1 in. /12 in. x 24,097 square feet = 2,008 cubic feet proper pump khsthlietion.. Find Volume for Swale Areas: Weatherproof red lexon globe with 40 watt_ Swale 'A' The control shall be equipped with a Hand-Off-Auto Avg. Cross - Sectional Area = 9.75 square feet seteotor switch and an amber run ftK mounted on an Swale Volume = 678 cubic feet aluminumphift undarco verofthe enclosure door .The Swale B' selector swfth shah be a Onto type with screw Avg. Cross - Sectional Area = 3.0 square feet terminals rated 250 VAC, three (3) amperes- the rah stakdess steel screws hold ft door in the closed - tight shalt be IM wait 115 vat neon type. Swale Volume = 1810 cubic feet '-t1 /��, Total Swale Volume Provided = 2,488 cubic feet > 2,008 cubic feet o /� aluminum componet mounting panel, The removable applicable requirements of the NATIONAL 4 111 '0 SPECIFICATIONS: Simplex Versatrol Control Panel SCOPE: The pump manufacturer shall supply a A two (2) pole, SW VAC, 30 ampere rated fuse block completely sef- contained simplex motor control panel. shall be provided fortransfombr primary winding; a one The control panel shall provide short circuit and (1) pole, 260 VAC, 30 ampere fuse block will bepovided overload protection for the pump. for the secondary winding. Fuses shall be sized to DRIVEWAY the transformer in accordance with ENCLOSURE: The simplex motor controls shall be requirements housed in s NEMA 3R enclosure. The endaum shad ^ e be formed of 14 gauge. G-90 galvanized steel, with all A terminal block shall be provided for connection of surfaces plwsphadzed, then finished Inside and out level controls and other control wiring as required for with ANSI 61 gray polyester powder finish. A full width proper pump khsthlietion.. drip shield is termed into the top cap to pfevwd standing Weatherproof red lexon globe with 40 watt_ water from dripping k►to the interior when the door is The control shall be equipped with a Hand-Off-Auto opened. The door is mounted to the enclosure by seteotor switch and an amber run ftK mounted on an ofaatakhtesasteeicofhikhuouspianohhgewtifh aluminumphift undarco verofthe enclosure door .The asttrAmsWWNnSepirLRenowdattadwcwbe selector swfth shah be a Onto type with screw by wing the hinge Pin• Captivated terminals rated 250 VAC, three (3) amperes- the rah stakdess steel screws hold ft door in the closed - tight shalt be IM wait 115 vat neon type. position, and a hasp and staple are providkled for "�h 3 TOU ,4 padlocking. Weld, nuts support the removable The control shall be wired in accordance with all aluminum componet mounting panel, The removable applicable requirements of the NATIONAL aluminum panel is to be drilled and tapped for ELECTRICAL CODE. Control waft shah be sixteerh component mounting. The enclosure shall have (16) AWG red for control drults and white for neutral external mounting tabs for wall mounting. The groundedconduciors .powerwirftshallbeamininwm enclosure conforms to the National Electrical of 14 AVtiG black. Each conductor shall be numbered. Manufacturers' Association (NEMA) standard for type The ends of all wires shall be fumed with 60140 lead tin NEMA 3R (Raintight and Sleetlice Resistant) ahoy solder. AN willing shall be perfumed in a neat and enclosures, and listed by Underwriters Laboratories orderly manner. and Canadian Slanders Assodiallon. INTERNAL COMPONENTS AND WIRING: A ttherrrtal magneticdreuitbteakerdmU be provided to Voiectthe motor from short cir cults and to serve as a motor b ranch 110 �\�� \�A' circuit disconnect as required by the NATIONAL LATERAL e 1/4" 11-T�! •ELECTRICAL CODE (NEC). ON ELEV,= A magnetic starter shall be provided for the pump motor. The starter shah be equipped with a three (3) PUMP pole bimetalic overload relay withambient 0.5' ABOVE BOTTOM compensation and Class 10, quickbip heaters. Heaters �15� must be property s¢ed for motor bad. The overload ; relay shah provide the terminals for connection of the i /SEPTIC pump motor cable. A control transformer shall be provided to supply 115 , volts for the control circuit The transformer shall be a continuous duty, machine tool type, sized tD meet the bad requirementsof the control circuit. The transformer primary shall be connected to the bad side of the circuit Weaker. One We of the secondary wkddkhg shah be CONSTRUCTION grounded to the component mounting panel Inlet 4'0 PVC PIPE ,L ,b ,/. GRADE LIQUID LEVEL tt ZABEL Model A100 -848 � _ P EFFLUENT FILTER �t EFFLUENT FILTER ON TANK OUTLET v REMOVE, CLEAN AND REINSTALL EVERY TIME TANK IS PUMPED . . . . ❑- - - LP. '' V 5WAL_E 5ECT I ON '5' NO SCALE 5'x20' CsUY EASEMENT EX16TINCs CONCRETE DRIVEWAY rN F, ZAMA. &WAL_ E 5 CT I ON W NO SCALE 6$ WOOLBRIGHT ROAD EXISTING; 1 STORM' � a I I2 C86 RESOENCE DRIVEWAY EX16TING CONC. WALK ,\ F.F. EL. 10,132' manufactured by Barnes Pumps, Inc. Cast Iron ^ e Construction, 4/10 HP, 120 Volt, 1- Phase, 30ft, piano hinges and latches with padlock hasp GEORGE B i SH BLVD. lob, SPDT, Normally Open Design with External Weight Weatherproof red lexon globe with 40 watt_ (minimum 1.5 lbs,) ATLANTIC AVENUE E X I S T I N G PVC PIPE Swing Type Check Valve permitting futt flow through pipe, \ COi+�\CRETE 0 R I V F W A Y N circumstances, control panel for rernote alarm.. +A Q 5 I "�h 3 TOU ,4 � � S �1 GUL,FST I i PUMP STATION EXIST. SLD z, A/C, AREA: 3,239 SF. EXIST, rzARAGE AREA: GARAGE CONTROL PANEL 482 S.F. <�A EXIST. COV. f=ORCI 4 AREA: 494 SF, 4" PVC SANITARY 110 �\�� \�A' LATERAL e 1/4" 11-T�! PUMP ON ELEV,= 1.75' ABOVE BOTTOM XISTWCs �. 6' W. WEDGE � PUMP OFF ELEV,= 0.5' ABOVE BOTTOM �15� HIGH i BOTTOM / i /SEPTIC BARNES FUMF SE411 W/ 4,25 IMP, DIA, C px LOCATION MAP i ? Not to Scale 4"0 PERFORATED PIPE _C_TYP�) I e — 'OA e,.r. LL} ; E h V E + � I t 1 'i DISTR15UT _NN 50)>?C \ \ rf) UN VTR(,IC p I------------- - - - --� AREAA - 31.5' % I ( 200 BREAKAWAY \ NEW 1 STORY ExISTIN�x C55 ADDITION 2'0 PVC FITTING CONCRETE F.F. EL. _ 10.92' CHECK WOOLBRIGHT ROAD t I � a I I2 = DRIVEWAY These oittight and dust free Fiberglass I J W \ manufactured by Barnes Pumps, Inc. Cast Iron ^ e Construction, 4/10 HP, 120 Volt, 1- Phase, 30ft, piano hinges and latches with padlock hasp GEORGE B i SH BLVD. lob, SPDT, Normally Open Design with External Weight Weatherproof red lexon globe with 40 watt_ (minimum 1.5 lbs,) ATLANTIC AVENUE 2'0 PVC PIPE Swing Type Check Valve permitting futt flow through pipe, \ Spring Loaded vatves wlU not be acceptable under any N circumstances, control panel for rernote alarm.. +A Q 5 I "�h 3 TOU ,4 5 LOT AREA: .553 AC. = 240.37 S.F. S �1 GUL,FST AM, FL i LOCATION MAP i ? Not to Scale 4"0 PERFORATED PIPE _C_TYP�) I e — 'OA e,.r. LL} ; E h V E + � I t 1 'i DISTR15UT _NN 50)>?C \ \ rf) UN VTR(,IC p I------------- - - - --� AREAA - 31.5' % I ( 200 BREAKAWAY \ NEW 1 STORY ExISTIN�x C55 ADDITION 2'0 PVC FITTING CONCRETE F.F. EL. _ 10.92' CHECK VALVE Local Codes. This is intended as a typical detail, Atarn Panel Specifications: � \ DRIVEWAY These oittight and dust free Fiberglass TOP OF TANK( \ manufactured by Barnes Pumps, Inc. Cast Iron ^ e Construction, 4/10 HP, 120 Volt, 1- Phase, 30ft, piano hinges and latches with padlock hasp minimum power cord length, (padlocks fumished by others), silicone gaskets and integral mounting feet lob, SPDT, Normally Open Design with External Weight Weatherproof red lexon globe with 40 watt_ (minimum 1.5 lbs,) LPJ{T 2'0 PVC PIPE Swing Type Check Valve permitting futt flow through pipe, \ Spring Loaded vatves wlU not be acceptable under any Outlet circumstances, control panel for rernote alarm.. +A RELOCATED �. ELECTRIC METER e 5 I r,., . . LOT AREA: .553 AC. = 240.37 S.F. PUMP STATION EXIST. SLD z, A/C, AREA: 3,239 SF. EXIST, rzARAGE AREA: CONTROL PANEL 482 S.F. <�A EXIST. COV. f=ORCI 4 AREA: 494 SF, 4" PVC SANITARY NEW ADDITION AREA: 1,340 S.F. LATERAL e 1/4" 11-T�! PUMP ON ELEV,= 1.75' ABOVE BOTTOM PUMP OFF ELEV,= 0.5' ABOVE BOTTOM �15� HIGH WATER ALARM ELEV,= 2,75' ABOVE BOTTOM / i /SEPTIC 1,500 GAL. SEED(; TANK 525 GAL. PUMP TANK Note: Septic /Pump Tank is to comply with State and Local Codes. This is intended as a typical detail, Atarn Panel Specifications: Manufactured by Barnes: Model P/N 064691A These oittight and dust free Fiberglass PUMPi Simplex Pump shall be Model SE411 as enclosures which fnest -NEMA 3,4X 312, manufactured by Barnes Pumps, Inc. Cast Iron have corrosion resistant stainless street Construction, 4/10 HP, 120 Volt, 1- Phase, 30ft, piano hinges and latches with padlock hasp minimum power cord length, (padlocks fumished by others), silicone gaskets and integral mounting feet LEVEL CONTROLS. Shall be Barnes Part No, 073612XC, SPDT, Normally Open Design with External Weight Weatherproof red lexon globe with 40 watt_ (minimum 1.5 lbs,) right bulb with flasher, 120 volt that remains CHECK VALVES. Each pump shall be equipped with a on until alarm condition -is cleared Swing Type Check Valve permitting futt flow through pipe, Spring Loaded vatves wlU not be acceptable under any Mt st add Dry Contacts PIN 073604 to circumstances, control panel for rernote alarm.. f A N K` f UM 'F T 5 I r,., NO SCALE A/C HOUSE AREA= 4,999 S.F. W/ (5) BEDROOMS SEWAGE FLOW= 627 GALLONS PER DAY PERCULATION RATE= 0.8 GALLONS /DAY /S.F. DRAINFIELD SIZE= 627 GALLONS /DAY /0.8 GALLONS/ DAY/ S,F, =784 S.F. < 787 S,F, UNOBSTRUCTED AREA= DRAINFIELD SIZE x 2 = 1,568 S.F. s EXI5TING COVERED PORCH In EXSTING POOL P Ex19TINCs \,� \ CONCRETE � \ POOL DECK q �o r E FL AN, SCALE: P =10' EXISTINC_ FOOL NOU&E FF. EL, = HAS' FE� /X 6TIN SHIED a °w° r` b Qf CL z c S t M Jj wcr® ww ¢�v2a mU�P ecn v � THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. 1 H LEGEND — ® PROPERTY LINE +11,9 EXISTING ELEVATION =+ + NEW ELEVATION 5QUAR F-00 I A 6: . . LOT AREA: .553 AC. = 240.37 S.F. EXIST. SLD z, A/C, AREA: 3,239 SF. EXIST, rzARAGE AREA: 482 S.F. EXIST. COV. f=ORCI 4 AREA: 494 SF, NEW ADDITION AREA: 1,340 S.F. TOTAL FLOOR AREA= 5,555 S.F. EXIST. POOL t 40USE AREA: 420 S.F. TOTAL NET FLOOR AREA: S,giS S.F. DRIVEWAY, SIDEWALKS 4 POOL AREA: 5 655 5F BIDS PERMIT CONSTRUCTION TOTAL IM•=ERVIOU5 AREA: 11,630 S.F, TOTAL PERVIOU5 AREA: 12,461 Sr-. F.A.R. RATIO: 24.8 i, ','03'10 SCALE NOTED DRAWN BY: ®E•T- DATE: 5/25/03 CHECKED BY: REP. I DATE: 5/29/03 JOB NUMBER 02 -24 '_SHEET NUMBER 1 REV. 1 �j m� Lu QWs �Qo u¢z } 9 F5 CL m oN �WCL =o oaWs = N U U THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. `4 BIDS I PERMIT I CONSTRUCTION SCALE NOTED DRAWN BY: • � • �� CHECKED BY: SHEET r s NUMBER S 12 +33.1"/5r-., -44.0 O /S.F. ZSTUCCO FINISH TO MATCH EXIST. —ZEXISTING COLUMN tIYE FINISH FLOOR CONC. TILE ROOF TO MATCH EXIST. UJINL) rrct urn: +33.1'/SF., -44.0 " /S.F. NEW EXISTING CONSTR. CONSTR . 1LT'I NEW 12 12 5r 15 12 �5 SAWGUT AS REQUIRED FOR NEW WINDOW EXISTING CONSTR, TOTAL WALL AREA: 622 S.F. `INFILL EXIST. LEFT /EA5T WINDOW OPENING - - W/ 2x5 m 16" O.C. - - -J W/ 112" TH'K DRYWALL ON INSIDE d 1/2" TH'K fi LYWO0D 4 STUCCO TO MATCH OUTSIDE - 12 �5 SAWGUT AS REQUIRED FOR NEW WINDOW CONC. TILE ROOF TO MATCH EXIST. FIRONTNORTH ELEVATION, SCALE: /4",l, -0" CONC. TILE ROOF TO MATCH EXIST. TOTAL WALL AREA: 1,031 SF. TOTAL GLASS AREA: 159 SF. PERCENTAGE OF GLASS: 15.42 ie TOTAL WALL AREA: 121 SF. EXISTING NEW TOTAL GLA55 AREA: 102 5F. CON5TR CONSTR PERCENTAGE OF GLASS: 14.15 q R ELEVATION. " /SF. IRE AR /5OU T�4 ELEVATION. SCALE: '/4 " =1' -0" TOTAL WALL AREA: 1,039 S.F. TOTAL GLASS AREA: 280 SF. PERCENTAGE OF GLASS: 26.95 % to r- pl-muj ¢oo uj E¢� Sao z v¢=> m�oV) � �En Hcr 4 Li C C U Q THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. LQ tea. :3 LL 0�z f— u— } cj ® u° W I r 1 1 i • r� 1 lb ms W H BIDS I PERMIT 1 CONSTRUCTION SCALE NOTED DRAWN BY: D.E.T. DATE: 5/25/03 CHECKED BY: R.EF• DATE: 5 /215/03 JOB NUMBER 02 -24 SHEET NUMBER REV. A -2 W V EXISTING CONSTR, TOTAL WALL AREA: 622 S.F. CONSTR (BEYOND) TOTAL GLASS AREA: 88 S.F. PERCENTAGE OF GLASS: 14.15 °ro LEFT /EA5T ELEVATION. SCALE: ' /4 "=I' -0" CONC. TILE ROOF TO MATCH EXIST. FIRONTNORTH ELEVATION, SCALE: /4",l, -0" CONC. TILE ROOF TO MATCH EXIST. TOTAL WALL AREA: 1,031 SF. TOTAL GLASS AREA: 159 SF. PERCENTAGE OF GLASS: 15.42 ie TOTAL WALL AREA: 121 SF. EXISTING NEW TOTAL GLA55 AREA: 102 5F. CON5TR CONSTR PERCENTAGE OF GLASS: 14.15 q R ELEVATION. " /SF. IRE AR /5OU T�4 ELEVATION. SCALE: '/4 " =1' -0" TOTAL WALL AREA: 1,039 S.F. TOTAL GLASS AREA: 280 SF. PERCENTAGE OF GLASS: 26.95 % to r- pl-muj ¢oo uj E¢� Sao z v¢=> m�oV) � �En Hcr 4 Li C C U Q THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF GATOR ENGINEERING SERVICES, INC. LQ tea. :3 LL 0�z f— u— } cj ® u° W I r 1 1 i • r� 1 lb ms W H BIDS I PERMIT 1 CONSTRUCTION SCALE NOTED DRAWN BY: D.E.T. DATE: 5/25/03 CHECKED BY: R.EF• DATE: 5 /215/03 JOB NUMBER 02 -24 SHEET NUMBER REV. A -2 W V W GENERAL NOTES. VIII 1) This is a "Builder's Set" of construction drawings. It is Concrete Tie Beams - 1 -1/2" not the intent of these drawings to show every detail of Slabs on fill - W.W.F. at center of slab construction. The builder shall be responsible for supplying additional and supplemental information required to complete 6) The following overlap lengths of rebar shall be used: this project. It shall also be the builder's responsibility Footings, Columns and Tie Beam......... 36 bar diameters. to check, verify and coordinate all dimensions, bearing UP TO 6' W points and loads, construction details, notes, addenda, etc. 7) The contractor shall provide the necessary bolster, for all phases of construction required to complete this chairs, and miscellaneous reinforcement required for the project. support of the reinforcing. 2) If any errors, omissions and /or contradictions appear in 8) Accessory Products: these construction drawings, specifications, and /or any other a. Vapor barrier: 6 mil clear polyethylene film. documents, than the builder shall notify Gator Engineering Services, in writing of such error, omission and /or 9) Remove all loose debris and standing water to contradiction. Giving of such notice, or failure to give prior placing of concrete. notice, does not relieve the builder of his responsibility to check, verify, or coordinate dimensions,or the results 10) All thereof, and for the cost of rectifying same. concrete laced b the P Y pumped method shall be proportioned in accordance with the provisions of ACI -613. 3) Gator Engineering Services shall not be responsible for the design and serviceability of the foundations for the MASONRY: project without the verification of the site soil conditions and verification of the presumed bearing capacity of the 1) Concrete masonry units shall be two cell block made of soil. portland cement, water d roved an approved aggregates and shall conform to the standard specifications for hollow load 4) Verify all dimensions before proceeding with work. Do not bearing concrete masonry units ASTM c90 with a minimum scale drawings. Use figured dimensions only. Contractor compressive strength f'm = 1500 psi. shall verify all dimensions and conditions. In the event of conflict, notify engineer before proceeding. 2) Mortar shall be type "M" or "S" and shall conform to ASTM C -270, Section 402. Place hollow units with full mortar 5) All work shall be performed in strict conformance with all bedment in all courses of piers and columns and in starting Federal, State and Local building codes. courses on footings and solid walls, and where adjacent to cells or cavities to be reinforced or filled with grout or 6) All work should be conducted per the requirements of the concrete. Remove mortar protrusions extending more than 1/2" 2001 Florida Building Code along with Palm Beach County into cells or cavities to be grouted. Amendments. 3) Vertical cells to be filled shall have vertical alignment 7) Construction methods, procedures, and sequences are the to maintain a continuous unobstructed cell area not less than responsibility of the contractor and shall take the necessary 2" x 4 ". means to maintain and protect.the structural integrity and serviceability of the construction at 'all times: - 4 Cleaning holes shall be g provided at the bottom of all cores containing vertical reinforcement. All grout in filled 8) Site -and construction safet is the:,res onsiblit T,... -_ ._ _ e_.._.y� R _ Y of the.._- cells shall be a minimum of 3,000 psi. contractor, as well as the safety of his employees and the 5) Cells containing reinforcement shall be solidly filled safety of the employees of all subcontractors and authorized with grout and pours shall be stopped at 1 1/2 below the top visitors to the project. of a course to form a key at pour joists. All grout in filled STRUCTURAL NOTES:: cells,shall be minimum 3,000 psi _concrete. - SOIL: 6) Cleaning holes shall be provided at the bottom of all cores containing vertical reinforcement. All grout shall be 1) Footings have been designed far a minimum soil bearing consolidated at time of pouring by puddling or vibrating and pressure of 2500 P.S.F. Soil shall be termite treated. then reconsolidated by later puddling before the g plasticity is lost. 2) Soil shall be compacted to 98% modified proctor to (ASTM WOOD: D1557) within a distance of 10 feet beyond all building edges. At least one field density test shall be performed 1) All structural wood members shall be Southern Pine #2 for each 2500 square feet of area. Density tests are to be or better. All structural lumber shall have min. bending stress made 12 inches below the compacted surface. Results of rating of 1400 psi. min. unless otherwise specified. proctor test(s) and field density test(s) shall be furnished to the engineer -of- record. 2) All wood rafters shall be secured with approved metal CONCRETE: ties, clips, and anchors to tie beams or bearing partitions. 1) Unless otherwise called on drawings, all concrete work 3) All wood in contact with masonry, concrete, or steel shall shall conform to all requirements-and recommendations of ACI be pressure treated. Provide an approved moisture vapor barrier between the 301 "Specification for Structural Concrete for Buildings ". concrete or other cementtous - materials and the ;good per code. 2) Reinforcing bars to be ASTM A 615, Grade 60 (unless noted 4) Use galvanized nails only for exterior wood work. otherwise), free from oil, loose scale and loose rust and bent, lapped. placed, supported and fastened according to STUCCO: 'The Manual of Standard Practice for Detailing Concrete Structures' (ACI 315) and 'The Building Code Requirements for 1) All stucco scratch coats shall be allowed 24 hours drying Reinforced Concrete' (ACI 318), period. 3') Welded wire fabric (W.W.F.) shall conform to A.S.T.M. A- 105. 4) Concrete mix designed to be in accordance with ASTM C94- 83A with a minimum compressive strength at 28 days as follows: SIMPSON LUS24 JOIST HANGER- 2x4,9 16" O.C.- SIMPSON META22 HURRICANE ANCHOR 5TR4P- 11/2" TH'K. PLYWOOD W/ STUCCO FINISH- 8 "x VARIES CONC. TIE -BEAM W/ (6) REBAR. (2) TOP, (2) BOT. 4 (2) CENTER Foundations, Slabs on Grade, Masonry Columns and Tie Beams - 3,000 psi 5) Concrete cover for all poured in place concrete shall be as follows: Foundations (Concrete cast against and permanently exposed to eartl -) 3 inches MES SPA TUB CEMENT TILES (T0 MATCH EXIST.) ON 90" HOT MOPPED FELTS OVER 30" TINTAGGED FELTS ON 5/a," TH'K. 'CDX' PLYWOOD. PLYWOOD SHALL BE NAILED W/ Sd NAILS -0 4" O.C. AT THE EDGE \ 6" O.C. IN THE FIELD 12 MATCH EXIST. 5 PRE -FAB WOOD TRUSSES a 24" O.C. GIRDER TRUSS INSTALL SIMPSON TS22 HURRICANE STRAPS �+ 4' -0" O.G. TO EXIST. ROOF TRUSSES --- REMOVE EX. OVERHANG 4 ROOFING AS REQ'D.— MASONRY WALL MASONRY COLUMN OR FLLED CELL EXTERIOR DOOR -- 1 x 4 P.T. LUCK D 0 0 R - MASONRY WALL MASONRY COLUMN OR FILLED CELL WINDOY 1 x 2 P.T. LOCK W I N D 0 W - WINDOW / DOOR BUCK- DETAIL- N.T.S. FRAMING BUCKS SHALL BE ANCHORED TO ASTM C -90 GRADE N, TYPE 1 CONCRETE MASONRY UNITS IIYII VIII "HILTI DX NK47S12" 0.145 - SHANK 6° O.C. { 6' TO 12' W) g WINDOWS "HILTI DX NK47S12" APPLICATION TYPE : SIZE SPACING VIII "HILTI DX NK47S12" 0.145 - SHANK 6° O.C. { 6' TO 12' W) ZINK PLATED WINDOWS "HILTI DX NK47S12" 0.145 - SHANK 9" O.C. APPLICATION TYPE : SIZE SPACING S. G. DOORS "HILTI DX NK47S12" 0.145 - SHANK 6° O.C. { 6' TO 12' W) ZINK PLATED WINDOWS "HILTI DX NK47S12" 0.145 - SHANK 9" O.C. UP TO 6' W ZINK PLATED EXT. SW. DOORS "HILTI DX NK47S12" 0.145 - SHANK 6° O.C. UP TO 3' W ZINK PLATED * ANCHORS MUST NOT BE SECURED TO MORTAR OR W/I 1" * FASTENING OF GARAGE DOORS, WINDOWS &EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE PER MANUF. SPECS. * ALL FASTENERS TO BE INSTALLED PER MANUF. SPECS. * 3/16" DIA. X 1 -1/4" EMB. HILT{ KWIK CON 2 FASTENERS TO BE USED WHEN SECURING WOOD_ TO PRECAST LINTELS. * ALT. FASTENING: 1J4° DIA. X 1 -1/2" EMB. HILTI KWIK CON 2 FASTENED THRU WINDOW FRAME AND 1 X BUCK TO MASONRY WALL. LOCATE 16" O.C. AND WITHIN 6° OF ENDS. PIGGYBACK WOOD TRUSSES a 24" O.C. EXIST. PFABRIGATD WOOD T SES a 24111 O.C. R -30 INSULATION v - INSTALL SIMPSON T622 @ ti TH'K TYPE � HURRICANE STRAP W/ tY 'X' DRYWALL 4 �� TAPCON 6' FASTENERS i 0 v NEW 4" TH'K. GONG SLAB ON EXIST. SLAB DRILL 4 EPDXY "S W/ rox6 -10110 W.W.I=. ON ro x 24" LG. REBAR -0 MIL MOISTURE BARRIER 4' - 0" O.G. 4" MIN. EMBED. NEW CONSTR. SCALE: 1/4"=V-O" ExisTING R -30 INSULATION 5/8" TH'K. TYPE 'X' DRYWALL 2x4 STUDS * 24" O.C. W/ 1/2" TH'K. DRYWALL EACH SIDE BASE TO MATCH EXIST. EXIST. CONC, FLOOR SLAB T'r"F. iNTeRioR WALL. fROOF FLAN, NO SCALE SCALE: 3/32"=V-011 CEMENT TILES (TO MATCH EXIST.) ON 90# NOT MOPPED FELTS OVER 30" TINTAGGED FELTS ON ''mss" TI -4'K. 'CDX' PLYWOOD. PLYWOOD SHALL BE NAILED W/ Sd NAILS a 4" O.G. AT THE EDGE 6" O.C. IN THE I°Ir=LD --�-�, SIMPSON META22 HURRICANE ANCHOR STRAP GALV. DRIP EDGE ON P.T. 1x2 ON ON IxiO P.T. FASCIA TO MATCH EXISTING: Iii" TH'K. PLYWOOD W/ S" x 24" PENT e 4'-011 O.G. 4' -0" O.N. TO MATCH EXiS' STUCCO FINISH - 12 !"fATCI -{ 5 EXIST. � PRE - FABRICATED WOOD TRUSSES 0 24" O.C. 8" x 12" TIE -BEAM W/ (4) 05 REBAR W us �w w Q \N R -30 INSULAT Ste$" TH'K TYPE 'X' DRYWALL TRAY CEILING SHALL BE CONFIGURED PER OWNERS REQU REMEN P.T. 1x2 FURRING g 24" O.G. � W/ 1/2" TH'K. DRYWALL 8" MASONRY WALL W/ (I) 45 REBAR 0 6' -0" O.C. (MAX.) IN CONC. FILLED CELLS � 4" GONG. SLAB W/ 6x6 -10110 W.W.F. ON MIL MOIST. BARRIER i a a axx�Xxx 20 "A8" MONOFOOTINCs W/ (3) 05 REBAR GOVT. 9%, % TYPICAL WALL SECTION aW® Sao Q � z U m oN W Z J Of 1-.1 w_.QViQ W F H o w- tr (n U U THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF GATOR ENGINEERING SERVICES, INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS WRITTEN AUTHORIZATION Of GATOR ENGINEERING SERVICES, INC. 1 1 1 1 1 A /t W M� BIDS ( PERMIT I CONSTRUCTION SCALE �® NOTED �j DRAWN BY: D.E.T. DATE: 5/25/ 03 a CHECKED BY: R.EP. DATE: 5/2° -►/03 JOB NUMBER 02 ®24 CO UJ Of SHEET NUMBER REV.