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437 NE 102 St (17)j a ° TM 16 0_A- T L'i2 .t- st AnJA- %Ye t.) VW', "3$'1d' S'4"7.-- © %Vz.,.)"* C �11 1 ots-vd3 otc° riLv-vr-ta. ‘7 Y .t a [200e... 4,0 * =Ft:, oz012,2173--1-t SA>Ee__ 14,n o osn sorb = ; /50 /v L& - tz 4 d Z rt 4447z."%""i" I. B. FORD 1712 B. W. 1st Street Miami 35, Florida Telephones: 94508 86 -4092 HAI'. tr4 IMES flR MA� ALL.Et { . According to the Plat thereof as t lic Records of Dade County; Flori4cr. . erMw.: 1R .A;ZTV ;UP, sF l -AwA r 1 HEREBY CERTIFY that the attached sketch tepreseatt a survey made, under my direction and is true and correct to the hest my Ptowledge and belief. There are no e c exce t ae shown. REGIST D f.AI SURVEYOR 427 TATE OF FLORIDA LOT �r U t�- v r -i•- t : _ .. 0 C.._. L� G ; - ,. + *1, _ . 9-.OFT:— . - - 1 - 4t~ MIAMMIII' 5 lot2E a = $ 1?crior) - ,Ho. 4 . ecorded in Plat Book ► 5 at Page 1 • ,) tM OVA • LORI[ ALL QRAWING$ El. THE, PROPERTY ARCHITECT AND SNAIL BE RETURNED TO HIMAl THE COMPLETION QR THE WOR JOB' • DATEi / I, SNH�T � j S ` ,BRAWN ° CONTRACTOR SHALL. VERIFY DIMENSIONS7AN NOTES BEFORE PROCEEDING WITH *THk" - , f 5 // ' CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTES BEFORE PROdEEQIN WITH THE WORK. , ALL DRAWINGS AR THE PROPERTY OF tII ARC�FIITEGT' AND SHALL, BR RETURNED TO HIM AT,Tk COMAPI..ETION OF THE WORK. B. FORD 1 41 .. 1112- S. W. 1st treet Miami 35, Florida Telephones: 9.3508 36 -4092 . entv•rawg•V.1. , v4CO 3 ..W.11 ,, K 4 z,e fi 1,41 ar.xari.rna xrcxrnurZICOc .1A1: fr, to i ;,: 0 �L- SUP`/E Or LC)'i : 1 ci AV1E 1'1 I7)1:". I HEREBY CERTIFY that the attached sketch represents a survey made ,under. ray direction and in hue and correct to the, best of my k!�os►ledge and belief. The are no a atoac2�,iner ' 'RZcept. as shown. PLAT CT Public Records of Dade County, Florida. For ?AR. 4. MP.. >,A ?T4lUP SGEAV/AR >.4 ,51 ' _ -Et. F'O ^:: F.R III► , ceording- to-the f lat-- therept ca.;$ recorded in Plat Book 15 REGIST!D LAND SURVEYOR 427 TATE OF FLORIDA mzaersaw• su:rr • - " ,, .....T.X..itErAtICAMIGNICEMIIGE 1 V �. C' : ', i f r • lay 11. E. 1 C) 'i" u r--. .' y MIAtAl ;�►JO :t..�, r.>:�r1Ot1 ti(). 2 1- Date At_I 1 1 1 7 I Ult. .Ix r>'Atx at Page I.1- `,� t20440 'S L; '(.4SS 9O01 pi./VSr f2-9nrt) vP a 60 t 4 1G, LA P lv 1 !.0' xr, 1t4,0 r \\ + Ct prig f•ep .— Y S.. - — Y. ,,..,. .. - c•... teti - r 13,Vrit f' Eit VP5i) G U1(;, 1 t 2'7 j 1 t*l o ;' t� r x : t 7 *�+ ? (1i AT ,, G"1W.r!S (; .n% '1 . j + '24p1G 6X11.(41 -rte 24 t?,r ' 4 ° ttc 4' ki -Jo te)r ' • M Tef4' a: tiiO1.1f) , . lNGt ?a rio : $ ' aQt4 (1:.) 4• - Q Ar o r 4 r a„ t4 P 4 rru G a 4)0*. „i tAr. We; ; 4l.U. t 4WN(., r`1.12E3 V 1 4S Fats �I t.- 40 1.1 ' t,01 -41 [) . rJo.a1 � A ) o r 1 o (' L M fl 4 2 -Pi 13 q i'2 t:10 ' S ,PRINTEp Qh NO. I20914 CLEAAPRIN? •te ani J ' _ - ., 4 k nee -A. e4 77, c.7 o e ci co/ S•e/c - jeir 4 4 A kAl 042.4'e• N 0 I Li This contract no' inciude any resodding or fandsc3 o ' V AI:- ACCENCE0 ANZ: r:“ ALL NOrES — DIMENSIONS — ri_oon PLAN & SPECIFICATIONS AS CON TAINED HEFIE-IN 'Vt 1 e 0,C E.W. TYPICAL SECTION THRU POOL NO SCALE 1 ROW OF TILE 3ZI PLASTIC MAIN DRAIN . 1)'•IE CONTENTS AS NOTED HEREIN . f7SFNTS THr ENTIRE Cr..)NTRAOT 1!?: • t7! Wr7iRv< TO SE P5RFOPMED, I 4: LIGHT r 4 MIN. OF 4 YDS. OF ROCK TO 0 C t:)■,NE. NOTE: REMOVE GRATE AND WELL POINT PLUG FROM MAIN ()RAIN AND ATTACH AUX. PUMP LINE WHEN EMPTYING POOL. GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL L WELL POINT PERFORATED PVC PIPE. °e a! • 6." ROCK COLLECTION BED STA. SOIL FOR PLACING STEEL, GUNITE, ETC. .e' 0 6- TILE N Ex ers ALL ELECTRICAL ITEMS AS NOTED FLOOR PLAN ARE TO BC SERVICED ri EXISTING ELECTRICAL AMPS ANC SERVICE: NO SERVICE INCREASE O1 RELOCATION IS INCLUDED IN WORK CONTAINED FiE UNLESS OTHERWISE SPECIFIers PRECAST COPING WHITE MARBLE PLASTER FINISH. \ THREADED PLUG W.... mow 11 r c. p‘ /..- cA‘C:2 P ' ‘E. , “ 6-A ‘ . v•\ :•\ 10" TO PIMP TYPICAL WALL SECTION & WELL POINT NO SCALE 2 #3 IN BOND SEAM SLOPE t'4" FOOT 4" _ 3® t/.." Or- E`-k FOR POOLS OVER 6'0 DEEP ADD #3 COVE BARS @,12" C, C AS SHOWN. 6" STEELTEX FORM OR KRAFT WALL. \\1ArotpV,A'tc., c- Nit ; 0 I I I 1 I POOL LIGHT I .". (SEPARATE CIRC. TO ELECTRICAL PANEL FOR MOT. A LIGHT PUMP MOTOR JUNCTION BOX i 3." BRASS OR RIGID SC40PVC CONDUIT IN POOL AREA GROUND ALL BOXES, LIGHT, MOTOR, ETC. W/#12 WIRE NOTE: POOL PUMP MOTOR LOC. ABOVE GRADE. MANUAL MOT. STARTER SW. ELECTRICAL DIAGRAM N 5 SCALE W.P. DISCONNECT SW. IN PRECAST BOX. MAIN DRAIN e5\A't osi 2.2) 6 r g'. SKIMMER - 2.. CD \,‘ E 4/4kres* 4irdmiim* NOTE: ALL POOL PIPING P.V.C. Wag, eke/WA wiritis dm) rif itisttfolfV.o. tri impitcdeas. r/ • 4e — x.:• • hog. *lectIrs4Ai err& txxoliStig 10.04414 Th. AtzhiLttt and buikitt of all bultilitte t.traLiktktas tecl heaths. All rtiafatcsiee RETURN LINE WASTE Nt) HAIR A LINT CATCHER. PIPING SCHEMATIC NO SCALE to PUMP 2 t `r -1 sillungs k14,‘b \ f'10 . *• 4 !..c A Pt c 6 ) 6 .,Sc•-■‘••,y15 2 ‘6 , A, too' PLOT PLAN el"-0t . P001SPEOIFIOATIONS, DEPTH VOLUME 11 (-4°.2 PERIMETER 9 5 LP ELEVATION t Tits kim\ COPING "IS 54 - - POOL fitegsiAketEwHIT• PIPING PVC SCH-40 DECKS INLETS 4-(0‘ DASH OR OVERPOUR EXCAVATION DISPOSAL ''- POOL LIGHT ‘1.-"C> ° v. i coNOurr GRABRAILS< HANDRAIL DIVING BOARD " FT. k---‘'s ALL BRONZE PUMP. X Hp, mi WASTE DISPOSAL 4 c ELECTRIC C.)sArHEATER 1- POOL CLEANER ° HYDRO.THERAPY AUTOMATIC CLORINATOR ° OAS SENERAL NOSES —:—. t For plan layout, extent f stabs, It plans, location and size of pool, equipment, schedules and special details not shown cm this sheet, see sheet 2. a AIM SwimMing pools shall have gurute concrete floors, walls, and bond beams. COncretlt shall have a 2S cOMPFeStiv• strength 0 3,000 Psi 3 Alt reinforging steel shall be intermediate grad* deformed bars of new billet steel Conforming to kS.T.M. A-1S. Steel shall be bent, lapped, and placed cordance A.0.I. standards and specifications. 4 All pool piping shall bear the N.S.F. seal Of approval. S Elacgwash shall be to an underpool sump containing 4 yards minimum area wasted drain rock. S Grate On main skein shalt hays a free area of 4 times the are) of the suction line. 7 Water supply and disposal shall be so arranged that there is no cross connection WO a domestic water suPP(1 ot water disposal system. IL Disposal e pOi% water shall conform to Sect. 5004 of the S Surface f/aging shat ton me pording of pool water to ithin lot lines and suck ponding 4411 la gersist for more than one hour .flee discharge . ." tint !.?4f M 4 ,, te, , .ffe ei/.440 R4.1 A.7 I 4 o.triiia/S' #ri 43t if.42Y4 ve70 tg f /Alt'. ed 0.4‹ '4"" N477% 17 /41 e` A A/C// .v a (44 • • : • . • 46.= - 444!.4), te4 , Q 4 - "d.rjei .4+44rei „ire:le Aoret Afe'.),(0 " ' .•1•1110 24' ; = . , t• '• , - - ` - ,1 4 • • fr i t i?" ' . • ' o • fr • r • % • 4 ' .•••• i5S• 4 4• " ••••• . • tt. tr oet• TOTA AMOUNT NT OF CONTRACT { $ 13 , i POST MINIMUM REQUIRED /0? $ 4 9 q CO SUE PRIOR TO COMMENCEMENT OF INSTALLATION $ (44 BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately to (J weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. TELEPHONE f � OTHER PHONkg 0 t f We propose to furnish and install the following: Indicate by number counter clockwise ROL -5 (Accepted & Approved) ORDER NO. it *' A "i'3 S0•:plN'Fk'r.!Gi• n, r�; ;3.4' It I4M/ g ' 33/ ROLLADEN INCORPORATED rolladen CUSTOMER NAMEA1 /A4 ADDRESS BILLING ADDRESS 1 / 1 4 .3_77 N re 1o,3% NA S (X) CU cAMe- (Purchaser Sign Here) PROPERTY OWNER fr7i9 O il UNIT NO. PRODUCT CODE DOOR r a t t � TOTAL WINDOW x ROOM 14. t ACTUAL OPENING SIZE WIDTH X HEIGHT 31‘4 Trot 5A ROLL SH CRANK ONLY COLOR S PROFILE F1 S UTTER OPERATION MOTOR MOTOR ONLY & CRANK It If S t I/ it y it if ELECTION FRAME N u cI cf 9 SPECIAL INSTRUCTIONS -�K.. Inst `.� Win: 1 -001) _____ 6 4 M'»'t'/ L Is electrical labor for ,gtor and switch installation by Rolladen included in this price? YES ❑ . NO – Is high work required? YES ❑ NO y ing: 4 ' . I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required s). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES. NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Prod cts are be installed on the premises situated in County, State of _ owned by and described as: Lot L Block (7,:v. Sub Division Ir— Folio # � d LPG 7� s G it"--/(f CONTRACT SUB T TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECU ' IN SIX COPIES, 0 E CIPY OF WHICH WAS DELIVEREDTO, AND REC 'T IS , EBYACKNOWLEDGED BY BUYER, THIS DAY OF (X) (Purchaser Sign Here) Page Iof Shutter Schedule # Width Height Zone Product IIR Anchor 12, # Width Height Zone Product Anchor 1 U ` 0, / 3 q i 11 2 80'(,./ SG ( J 5 g- P 1-if HP R (1. R 12 3 O (%.1 S q q 13 4 \IV IIL t`4 14 5 013 ` I v Q L i P � (Z 15 6 qt,t ig 59 5 rtP � Z 16 7 r 1 1 / 1 ti tz 17 8 4 47,1 59 4 HP 0, 18 9 19 10 20 Customer: X3 Criteria Data Mean Roof Height, 1� Exposure: G Roof Slope: 7 C P Elevation: q End Zone: WIND CHART ( tkG, t-(P1 Design Loads Positive Negative Int. Zone. Negative End Zone: �Ib 4 So. }. Date: �I 2 O Contract #: C> rft 39 Color: ROLLADEN SHUTTERS CUSTOMER�RRGKIJS I PANELS TOP TRACK W � 4 1 . BOTTOM TRACK! 2 t� REMOVABLE B.O. 0. H. / PANELS A: TOP TRACK (Alp, it, BOTTOM TRACK L REMOVABLE B.D. 0 H. CONTRACT # tIf .353^7 COLOR t'L l („ © �© 1 PANELS A Sit TOP TRACK (Of I L L BOTTOM TRACK c PT `ir REMOVABI. B.O. 0. H. O PANELS A: TOP TRACK BOTTOM TRACK REMOVABLE B.O. O. H. P P DATE I A: TOP TRACK WA III BOTTOM TRACKIV' 7 REMOVABLL 0.0. O. H. O 1 PANELS A: TOP TRACK BOTTOM TRACK REMOVABLE B.O. O. H. , 0( 0 ) z O Z W W Z 0 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH Basic Wind Speed 146mph, Importance Factor -1.0, Exposure `C' PER A.S.C.E. 7 -98 HIGH HURRICANE ZONES MEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEGREES. TRIBUTARY AREA = 10 SQ. FT. ROOF SLOPE < 10 DEGREES TRIBUTARY AREA = 10 SQ. FT. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4 &5 4 5 ( +) (-) (-) - ( +) (-) (-) =1< 15 46.5 5..e.2�.r 613 41.9 45.2 56.1 20 49.2 53.4 65.9 44.3 48.1 59.3 25 51.4 55.8 68.9 46.3 50.2 62 30 53.6 58.2 71.9 48.2 52.4 64.7 35 55.2 59.9 73.9 49.7 53.9 66.5 40 56.9 61.7 76.2 51.2 55.5 68.6 45 58.3 63.2 78.1 52.5 56.9 70.3 50 59.7 64.8 79.9 53.7 58.3 71.9 55 60.8 65.9 81.4 54.7 59.3 73.3 60 61.8 67.1 82.8 55.6 60.4 74.5 WIND LOAD TABLES FOR SHUTTERS APPLIED OVER COMPONENTS PER A.S.C.E. 7 -98 BASIC WIND SPEED: 146 MPH. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL. "1-4-4(At-7 TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Blvd. Hallandale, Florida 33009 r MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.036" (min.) Galvanized Steel Storm Panel Shutter APPROVAL. DOCUMENT: Drawing No. 96 -49, titled " Storm Panel Details ", sheets 1 through 4 of 4, prepared by Al- Farooq Corporation, dated November 25, 1996, last revision #C dated April 16, 2003, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Lnpact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TER \MINA'TION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises & renews NOA # 00- 0602.01 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by IIeliny A. Makar, P.E. NOA No 03- 0519.01 Expiration Date: 06/19/2008 Approval Date: 07/31/2003 Page 1 FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW `(E_DIST. 12d =3 ° 10 C2 . /2` , $d -2 6d =1 -1/2" 0.57 5d =1 -1 /4" 0 50 FACTOR -- ff� ° °- 4,8 ?""" EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" O.C. (FROM TAKE) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8 5 O.C. 4 CEILING MOUNT HEADER 6063 -T6 WALL MOUNT HEADER 6063 -T6 1. 000 r°-- ALUMINUM TUBE 6063 -T6 ra- -.125 TYP .125 080 .125 .080 V -- - 2000 5.000 3.000 SILL ANGL 6063 -T6 2.000 - 125 TYP. 1 2.000 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 5 X 1/8" BUILT -OUT ANGLES 6063 -T6 2.000 --�{ 2 X 2 X 1/8" 2 X 3 x 1/8" BUILT -OUT TUBES 6063 -T6 1.671 x .374 093 295 .556 1.015 F- ANGLE CHANNEL 6063 -T6 500 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED TYPICAL ANCHORS ANCHOR A®= 1/4" DIA. TAPCONS 1-3/4" EMBEDMENT TO CONC. 1 -1/4" EMBEDMENT TO BLOCK ANCHOR O = #14 SMS ‹577774.1 DIA. PANELMATE ANCHORS (ELCO -■ XTRp 1 -7/8" EMBEDMENT TO CONC. 1 - 1/4" EMBEDMENT TO BLOCK J8" M,IN ,PENETRATION INTO wOOD(S G.=0.55' NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) TRATiCN INTO W00D(S G. =0.55) FOR INSTALLATION DETAILS SEE SHEET 2, 3 & 4. ROLL FORMED PANEL GA,-- ST €E�-- 2.000 GENERAL NOTES 1, THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FCR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 CR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 - T6, 4. PANELS SHALL BE 20 GA. ROLL FORMED STEEL, ASTM A653, GR40 OF GALVANIZ ED ACCORDING TO ASTM A525, WITH A COATING DESIGNATION 5. STEEL SURFACES TO BE PLACED IN. CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 6. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 7. ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. WINO NUTS SHALL BE CF ZINC ALLOY. B. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 FOR NEGATIVE LOAD AND THE LESSER CF L /30 CR 2" FOR PCSIT:VE LOAD. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88 OR ASCE 7 -98 AS REQUIRED BY BUILDING CODE. PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL CF EACH OPEN NO WITH THE FCLLDWNO STATEMENT. ROLLADEN INC. 20 GA STEEL STORM PANEL "DACE COUNTY PRODUCT CONTROL APPROVED" DESIGN PRESSURE RATING = + 70 PSF — 70 PSF ^gr: DR. HuMAVOUN FARGCO STRUCTURES FIJI. PE # 16557 C.A.N. 3538 �v J z . z �' O° PRODUCT REVISED as complying with the Eor Braiding Cede Acccptercc No 03-0 S/ cf. Expiration Date ) By Miami NM Product Contra ) O IC > C 0 0 z - J W z a ti 0 O a 0 0 n drew no. 96 -49 sheet 1 of 4 ANCHOR TYPE SPACING INCHES UPTO 50 PSF UPTD 70 PSF CONC. BLK. WOODCONC. WOODCONC. BLK WOOD A 12 8 - 12 6 - E - - 12 - - 12 F 12 10.7 12 12 8 12 ANCHOR TYP SPACING INCHES UPTD 50 PSF UPTO 70 PSF CONC BLK. WOODCDNC. WOODCONC. BLK WOOD A 1 12 5.8 - 12 4.3 - E - - 12 - - 10 F 12 7.8 12 10.3 5.8 12 ANCHOR 1'H SPACING INCHES ANCHCR UPTO 50 PSF 1 UP TD 70 PSF TYPE CONC. BLK. WOODCONC. BLK. WOOD A 12 6.8 - 10.7 4.9 - E - - 7.1 - - 5.1 ' F 10.3 8.2 11.9' 7.4 5.8 8.5 ANCHOR 1'H SPACING INCHES UPTO 50 PSF UPTO 70 PSF CONC. BLK. WOODCONC. BLK. WOOD A 12 5.3 - 8.9 3.8 - E - - - 6.3 - - 4.5 F 8.8 6.5 10.2 6.3 4.7 7.3 ANCHOR TYPE SPACING INCHES UPTO 50 ?SF UPTO 70 PSF CONC. BLK. WOODCONC. BLK. WOOD A 7.8 - - 5.6 - - E - - 6.5 - - 4.7 F 6.4 3.5 7.7 4.5 - 5.5 3 /4" Ed. Ed. WALL MOUNTS ALUM. ANGLE 2 X 2 x 1/8" SECTION A -A r 1/4" MAX. TYP. 1/4 -20 X 3/4" STUDS WITH WING NUT 12" O.C. TYP. E . ANCHOR FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. DIRECT MOUNTS SPACING INCHES PTO 50 PSF 1 UPTO 70 PSF CON BLK.IWOODICONC. BLK. WOOD 12 12 1 12 12 10.4 12 1/4 -20 x 3/4" BOLTS 1 - WITH WiNG NUT ® 12" O.C. TYP. SECTION B -B ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERiNG (STUCCO, TILES, ETC.) GLASS MIN. SEPARATION 3 4/2" .- TYPICAL ALL INSTALLATIONS 2 X 2 X 1/8" ALUM. ANGLE INSIDE MOUNTS I I SECTION C -C Ed E. 0 A B C B A • END CLOSURE ANGLE REDD. ONLY ON _ BUILT -OUT CONDITION SEE DETAIL 'A' SHT. 3 TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS, Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER. EDGE DISTANCES SEE SHEET 1 CF 4. Engr: DR. HL,MAYCUN FAROOO STRUCTURES FU4. PE O 15557 0 200 H 1 4 4 H HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINATIONS. PRODUCT REVISED ss ccrnpfy icg „ itb the Florida o Euiding Cock _ Acceptance fro 03- 05 9. 0 Espiraticc Date.. Art Ge&' I, By 1 _1`•1aa 1a • rroductE'eu?roi D ;vie:;on z 0 Car O O F+� 2 tY O I- (n C 0 cv 1 U z z W 0 Q J O z UT z 0 UI Ui O U N J C.) c 0 ,C 0 0 C drewing no. 96 -49 sheet 2 of 4 ANCHOR TYPE SPACING INCHES UPTD 40 PSF UPTD 70 PSF CCNC.BLK.WOODCONC.BLK(WOOD A 12 5.3 - 10.5 3.5 E - - 12 - - 10.1 F 12 7.1 12 35 4.3 12 7,IASS WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES ON SHEET 2 W/ 1-1/2" MIN. PENETRATION TO EXISTING WOOD HEADER FASTENERS SEE SCHEDULES ON SHEET 2 2" X 4" CONT. W/ (3) 1/4" 0 X 5" SMS ® EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS SCALE 1/4• =,- FOR SHUTTER HEIGHT OF 110" MAX. DESIGN LOAD = 70.0 PSF FOR HEADER /SILL DETAILS CONNECTED TO CONTINUOUS WOOD MEMBERS SEE SHEET 2 # 14 X 3/4" TEKS 12" O.C. 1" X 4" X 1/8" CONT. ALUM TUBE .-- w/ (3) 1/4" 0 X 4" SMS © EACH STUD W/ 2" M N PENETRATION INTO EXISTING STUD 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING WOOD TRUSSES 24' O.C. • MIN, 2x4 MEMBERS MIN, S.G. = 0.51 COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 5 FT. MAX DESIGN LOAD = 70 PSF. (4) 1/4" X 3" SMS © EACH RAFTER 2" MIN. PENETRATION / / /III/ iI / /4/AVAI w / /// -3/4" MIN. o . 500 1/4 " -20 X 1/2" BOLT W/ NUT ® 9" O.C. HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD = 54 PSF FOR SHUTTER HEIGHT OF 96" MAX.' DESIGN LOAD = 61 PSF FOR SHUTTER HEIGHT CF 84" MAX. DESIGN LOAD = 69 PSF 3/4" 1/4" PLYWOOD EX'ST;NG SOFFIT 2 x 3 x 1/8" ALUM. ANGLE W/ 1/4" THRU BOLT W/ WASHER & NUT © 5" O.C. Ecgr: DR. HL, MAYOUN FAR000 STRUCTUPES CC Wriz7, a PRODUCT REVISED as compt3 ing Nitb the Florida Bolding Code Acceptcnce No 03 — C 57 ' • 0 ) Expiation Date C et By Miami Dad Division w z • z O a O • w I z w C ) W C 0 iT a) a' rn n J u CT O • O > NG o U Ul Z 0 L °o O CO I Z L " 0 0 '■ Z _J < O Ln 0 2 Ln C 0 0 0 N v CD 0 c � 7 ( O Y J °Jl� rooucdCe trot rcx'ng no. 96 -49 (sneet 4 of 4 ANCHOR TYPE SPACING INCHES UPTO 50 PSF UPTO 70 PSF CONC. BLK. WOOD CONC. BLK. WOOD A 10.5 3.5 - 7.5 - - E - - 8.3 - - 6.3 F 8.6 4.7 10.4 6.2 3.3 7.4 ANCHOR TYPE SPACING INCHES UPTO 50 PSF UPTO 70 PSF CONC. BLK. WOODCONC. BLK. BLK. WOOD A 12 7.2 - 12 5.7 - E - - 12 - - 12 F 12 9.5 12 12 7.6 12 ANCHOR TYPE SPACING INCHES UPTO 50 PSF UPTO 70 PSF CONC. BLK. WOOD CONC. BLK. WOOD A 12 10.6 - 12 7.5 - E - - 12 - - 12 F 12 12 12 12 '02 12 Ed . A Ed. 1 " 1 -1/4" MN BUILT OUT CONDITION 2 X 2 X 1/8" — 2 X 3 X 1/8" ALUM TUBES 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM. ANGLE 6063 -T6 - # 14 X 3/4" TEKS ® 12" 0.0. 1/4 " -20 BOLTS W/ NUT r ® 12" O.C. 3/4" MIN. Ed ALT. WALL MOUNTS J 1\ 0 z w J 1/4" MAX. TYP. REVERSE PANEL DETAIL FOR EGRESS WINDOWS END CAP BUILT —OUT CONDITION DETAIL A 2 X 2 X 1/8" ALUM ANGLE - FASTENED TO REVERSE PANEL WITH 1 /4" DA. NUT & BOLTS Er DR. HUMAYOUN FAR000 STRUCTURES FLA. PE N 16557 \ 1 X 2 x 1/8" 2 X 2 x 1/8" 2 X 3 X 1/8" ALUM. ANGLE FCR END CAP REDD. ONLY BUILT -OUT CONDITION i . 1/4" ANCHORS ® 24" 0.C. SILL ANGLE FASTENED TO -PANEL ANGLE WITH 1/4" DIA. STUDS AND WING NUTS FROI)UCT REVISED Es con)p:yir.g r,it5 ibe Flog Eniding Code Accepi.:ace No 0 - 0 S Expiration Dateo By Mimi Dad 'rcduct Cestr);1 Dih ision 2 C ) U"1 _J I- LI J U Z 0_ 0 I--- (n C 0 C ) C ) J U 0 x rowing no. 96 -49 sheet 3 of 4 '4P0 Y. t„ty 4 te ` , L:. 1 196 III* t7 J1 a g 0A7‘ w i ca<3 .7 • 4" ?G A3 is Of /3 - 1‘ • 1`",t -9 48 f: jfL r c c - y 4 :VP/MC t c;k4 f;t4r4 5 7 co 8 t ,ett .?.4 ,or it ,,, it .'' ,,,,e,,.. ...., 6 ,g, c„ , .d. ,,,„.. 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"110 o;4 , ' ILOOR !Mkt OA TO 1 1Y . f44 / ' XiCiTINCP'CLICTIIICAIZNAPS If4 SktiViG4 , 4 42 o i'04pVICE ;CAA 3C 'cq gc0C/iTt414 - • r 4144AU010 poii.x C kitti4.i% Ar; ef? t • ' .7.,s ,r.„-,... •,,;,.,1,.i.T,::-...-r,....- .. . ..0., err, ern •re•tteA•rA-rr •/ rt.., we' A.. it)! • Ci 15 P4 kr - - • . • ,J• - -.44• • ••-.1• • ■•• • 4 " ; • ss oTil 1;..'#143 4; P ftc - a*, 44 ,1 4-444 .1 ./ ,...stA/7; -t-r 4•4'.‘ 4 4f/i . .1 , • /3 4, a i -?" e°V,Ve. az A,e3 ° IiiA 4 ,t •.-''-' ' et,t ,,s; t h 4 f• ,. 1 ' ,4.4v.dkr4r. .....„..„.- .., •':' --I. 4- . ---- 4-- .,. .. o 4 0 ' ' \ i$ /4 t " e3RE/4. ,4 7 <;', v /i/e1V /.5? 8: z F .--.. '.." '' ...- ‘r.-....... a y.,,,.. , ... !„„.. ,....— 4 '' ' ' . ' . 4 . ' a . '$'4aa. 1i ;•;;••:41r, .,e. 7 4,.. . , 7. ' 4 -..f44 Pitatibta $, 4ail.- and to , ..,- -,.•.....„. -,--- , -!7",.- ' Village. The Architect aitai build:: ::::::c7:0,eg a-4a ,Ait ,,:. • : ; : - :; ..,t . ''''.., i.f. , .. „,,--.., :T . :_..:"i::.d,..a,, b..,kii:.._r;..,....::,..i.z..uf.:.,i".......stseete,rfr 71:i*:`1, ns,s . i,,,, • ,.. ;.-,,T...?rathairptvexibblig electrical wirists *ad roof thasiatro(Firli : 4,'■a be eatakcottlsrA latfora ittora4ies. A , [ ' ' ••••" ter* h'••• rirr 14 .. Tt P. NT ••, ir? 4 ,riea,,Li ,fer) 4 ,4.4 4 `c, P./4r A• ..1‹,e gy, 4 , gc. "i• • ••• CO: 7 -ve4 e.p t".^ 1 ' • • • A5 • c Moe. e rig 5 e4 74,4),K 1400 c ( / A, e . 10 04r,/ ),$_0 4 0vi4 Ric.. 0,a <.,.4,4 /A/49 --- /1 /e 4 /h4/ kv:M/316 / r///.-.A0o141 14 , , 1 ,?e4i.e:. 7/ase a/a r /44,,y ,.5>Ye.,17 oA"/°:. 4 ... , / ' 61 5 4* .3/is 1v///vac../;.5' t‘ e5;e6:4 le0ii7 9f-a 4 , „5 - , K:-Z ,''. . V.k / il KeY 40 c ..'P 4. 5C: .e il k*A./ (.0C" 6'xi 4P-,fritc) Fe.,>‘) -. t -• 0 , .. .„ ° ' • rf,i1ARe/W I i) ' 7 ' 0 rf« /IOC? L his f.lo*A lot igtide„ any roldng or 1nisc,3 ping THE c9trrgttra flOiED ;1 It; fif4PRiSet4 11i4.", t4TItig„ t,);% 4,47„ r Ao„otmthi f(13 &AA rei Ott 1-CitiT ACC:EP At40 APfii0V4) YOA ALL NOttS - 01h4t.150)Z13 01,001 PLAN a SP*aicti A3 C+6t4tA1tiCO NiCtIONN Sart. ••. • i,:rett. ..ertt 1• . .e••••••a "•••••44.. rir•t4A+rtlarrt•F•4 4144.111. 0,41.....•,'70.• teeter. ••••••,• • 1 • IT SET 5 18 . - /4/4 .'4I rgr i;41;4= dr'.,; .;:r7 • .tor : ' „ , 14 v -••• • • a ••••-, / ' 9 4 1? /0.e "Yr N/A „kie cv,eRecs 75/ -.5.17.4 • -" • • 5/iV ied1,1„). F,› ' - Ad,t1 /4` •t9 /-3-;// nitt,i447- /ect4 • 4. 4 4- 74 ;;; " 0 : , : ;• . wr- , $AttlMikPi JIM L cArit. V, 811.1- 0. liemAti4 TcL fi-2py: % 32:4" ' Sdc? • I *1 * Id' 2 _ F§ -745 ' 1.41.01\-11 ON r tl Z:Vir ...10•511u ° `C TILg-vii ri 4,0s/2 4. v.101.. Pri't •8•3 WIDE =7: :33 It .G8 • j "4141/:itti-G. G:r-- T. tz,cog , t 000 t_12 Os Sact /3 og 7n/Q1/#1;i4)___ ■■ lU - 1' R tSC1 . ; f 1 'I 20/C E.W. h1/42 - 4 " e ert 0 s 7; sere "/ l r� coft i: E� �l 1 0, C E.W. • cc) {�i �.,' ^� :. THE ;NO 'r Es OIMENS:Or S — F ?C PLAN & Ali COidfl.AI ^;._:Lr HE'7E -iN 1 ROW CF TILE C MAIN DRAIN TYPICAL SECTION THRU POOL NO SCALE - 1 I LIGHT f ENGINEER: t t p74 # ft■sidac+ttal ftesixodatfrt0 r r n,"ts, ' '« r NOT REMOVE GRATE AND WELL POINT PLUG FROM MAIN DRAIN AND ATTACH AUX, PUMP LINE WHEN EMPTYING POOL. GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL, ■ WELL POINT PERFORATED PVC PIPE. p - o v °. d • ^ ROCK COLLECTION BED d .cn co-,b, MIN, OF 4 YDS, OF ROCK TO ' �' STAB SOIL FOR PLACING STEEL, GUNITE, ETC ALL E F TrICAL. ITEM5 AS NOTV F ocr PLAN AH TO 3E EX:STIN'_i EL E:: RICA',_ AMPS ANU SEP'IOC NC) SERV∎C.E: OF 1ELOC.t < f .l CP C 14 1 tt:t_UC:i.J I� V r -'( C. dT± iF:.l -'E" UNLESS `.THE7VW1GE: SPEC,F PRECAST COPING 6" TILE WHITE MARBLE PLASTER FINISH, THREADED PLUG Se.k f9e.lw EV * a1=> t - 1 1 0' TO PUMP TYPICAL WALL SECTION & WELL POINT NO SCALE SLOPE 2, FOOT 2 #3 IN BOND SEAM 3 1.2" QC- Es)J FOR POOLS OVER 6'0" DEEP ADD #3 COVE BARS q12" Ci C AS SHOWN. N_ 6'' STEELTEX FORM OR KRAFT WALL. NI Aro ` POOL LIGHT JUNCTION BOX :4, t De. Gk o ra't V TO ELECTRICAL PANEL �f { } — MANUAL MOT. STARTER SW. FOR MOT. & LIGHT PUMP MOTOR / O. L. <,. BRASS OR RIGID SC4OPVC CONDUIT IN POOL AREA GROUND ALL BOXES, LIGHT, MOTOR, ETC. W' #12 WIRE. NOTE: POOL PUMP MOTOR LX. ABOVE GRADE. ELECTRICAL DIAGRAM NO SCALE — \W .P. DISCONNECT SW. IN PRECAST BOX. MAIN DRAIN Z 5r er Pta a:za Vitt 1 L SKIMMER RETURN LINE WASTE 1 "PUMP HAIR & LINT CATCHER. NOTE: ALL POOL PIPING P.V.C. PIPING SCHEMATIC NO SCALE ■:, 5 a ILA V. Artgl ;airy: "'�a - •...< - — _ - - -- -- REV The Afth t - -t estd aW led &'Q lat h �Bt't f � r , B a ion. ONS: cr> -"',1 L ,k 1 M�aw,i ��orH V k 4- t7 y , 51,. TILE "ts' 5 \1 L \ oQ• 1 o'2., u c:5-v C—. 4- gAral*APCI.Aa 05.04111,1,a POOL SPECIFICATIONS SIZE t ! ' X 2` VOLUME 11 ° `~' '") ELEVATION � �e‘`'' JURISDICTION { { , KwN £ i., V (30S DEPTH S PERIMETER °J &`‘ COPING VIM SAFETY -GRIP f X. A vet 4 - 64 - r• I ro ,4 F Cam, G f3 CAyC- AE1 ' rI � '-� GENERAL NOTES 1. For plan layout, extent of slabs, plot plans, location and size of pool, schedules and special details not shown on this sheet, see sheet 2. 2 All swimming pools shall have gunite concrete floors, walls, and bond beams. Concrete shall have a 28 -day compressive strength of 3,000 p.s.i. 3 All reinforcing steel shall be intermediate grade deformed bars of new billet steel conforming to A.S.T.M. A•15. Steel shall be bent, lapped, and placed in ac- cordance with A.C.I. standards and specifications. 4 All pool piping shall bear the N.S.F. seal of approval. 5 Backwash shall be to an underpool sump containing 4 yards minimum area of washed drain rock. 5 Grate on main drain shall have a free area of 4 times the area of the suction line. 7 Water supply and disposal shall be so arranged that there is no cross connection with a domestic water supply or water disposal system. 8 Disposal of pool water shall conform to Sect. 5004 of the S.F B.C. Surface grading shall cont,ne ponding of pool water to within lot lines and such ponding Shall not persist for more than one hour after discharge LF POOL FINIS}{ - MARBLEWHITE PIPING PVC SCH -40 INLETS 2' DECKS K Y f.., �rco \ SF_ � o (a _ DASH OR OVERPOUR c EXCAVATION DISPOSAL \ r""\ ' - POOL LIGHT 12 V 4 CONDUIT GRABRAILS \ <' ` _? HANDRAIL - DIVING BOARD U ° FT. ALL BRONZE PUMP \ e H P. 14 ' FILTER G' K tp y "' \ E4 . WASTE DISPOSAL c' ` " P 1 , t X 3 4 ELECTRIC ' `'" HEATER N ° GAS POOL CLEANER HYDRO - THERAPY ° AUTOMATIC CLORINATOR ° equipment,, �1; x �t t k .4 lF Nom: r c pj,. fly# /3 - /ca /© / .5' c • 5 T CO ) .. ..rrr,•�>.u„ tick f t $ A et 9 / a ! dL S SG L/" d .o'A r'`- /! A5 eZ.4as2to/4! yX / .3 ' /.4'4' .'). ',)A /� s �`' /JL- -` , y/ {.'!'y .i x 'x`0' ✓� 4445 1 aeic •e cf! r 1 4., �'' ® �a So- 0 ' 1 " N,4. /EM0t/6', -k /s7: �a •T'<<" /ft/ 7"0 .Cl `i77 d e i ,4S h p sk it) Coate . St R 0 f5. ; t! . 3. 4. 5 r► RJ© / P//A.L < c 4 E ' ! L ( /E /A/Tc) /A/se/LA 7/0N 5,rr /4/& / 4 77/ 1 '' "A• X % 57 AL Ic2i,r: F 4F", r, NEI,/ 1 'A. QA/t y' k/.4 z L. S - S 72/Cc z-,ter o,w . �: ---- , e - . ... a / i / 77 , 4 , '7,/ n/. .° ,54,VL . / //.. c4$? /s 7e -- , - /44/5,4' Cv,+eft v/,V ,,, 1,V„.5 - 4 WN A/c=..r 7_>-/' h/ /ZW tr.4" /t" C4 OAR c AS,5' W /N/0 o h' 3 / :z -- /1A R6,45 6,4 pA /A/7'/ r r,. - c t./N6R U ' / VOL. / NS -- /fjQ A'Ae ( C . 4 7 — A'E4 0CA 7%5 4 } ,4 /e) :5 E /3 /4- / 4414/ 51/117 } ! / P' �^ y _ 3 C._ rVE/ ' 4 /"f /[_fj Y A/! / / F .54 /4 ",f,€4,V / f T " i - fi r , 6 ' 5 / - / e - ) 1 / V - - . / 3 4 4/VC: c2 Ge/ G L Fill L r'" /r /,- GK`1e),e / .a. CCf ��C'7/{f'F pis' ALL SL CTRICAL ITEMS AS NOTE° ON / . / Q FLOOR PLAN ARE TO L : se-litvic4o L1Y / / S(S 7,° E.XlSTU' %Cs EL CTf L AIYiPS far^1t3 SEq'JBC ' - -- r ?40 SERVICE' I tCt .A$E' OR RELOCATION OCATION IS ii'C U 3EO IN WORK CONi•Mt4Ef1 HERE -IN, UNLESS OTHERWISE SFECtFItO Z// /3R:E /1k' j, = .A2ZZ £"x /sr 5,7; / /VS 7,4 `4L /t/ /,` F, /4: 1'4, A L L. e 2 trVeCAJ 0 ' . ` C . 3 ? N/E / r /; / ',9 . < r ' 7" 6r:// ;(,) C,) - T 4 ei rE / 4 r 1 ' C4/2 E 0 ,o 4 7'4 1 '4 4 ) / �C E /tfO / f A / 5' / 3/0.5 ,[,.. n. 1 0/ 7 / / -0., /o r' J Z , r L . ; / Y L 0 C , .,t, o 5U 5 / 1, 3 1 f:,:,(- r'.,1 :4 ,, V az" n. s Yb el' 1 i :A°.':11:::: 9 A, : .-. --; a.: v <.: ma : t- j , tts'. ... y f'4 V 4S A'Jf ! ;77:. P✓C+ Sq7 d A/ G:? 7 / 1. -47r " /tf<5. / :4ac< , 4:47 , (,Q ' /Ly'i , ix / L . X / ' e Slrw: 7,"f?: 4V /. a' S',a 2 ; .5/ e Ai 7 ../= 6, ' 4 . ; r- ,c co ,vf, 7. a te. t3. s. OE /V /� . A £ 4) / / / /3. 7/ 7e/4 G e AteN 1/4" .EX /S7� , `- 2 ✓f /rte .A 6 R E ' �X•, s7; ..�o 7. , s 4 "4 A/ l�C • a tyy .�:s ='# +. to •• :::::":31;:zal°46*":41,094L4 7 REVISIONS ti`A -r ;} BY .J. Zi: ,4 ✓aJ /S Rh-0 (No C. //A C Oat/Pee Tom"` 7`e: 1 &rP',4)7 - */ 7 9 /...), 41)C .. ue; T.•4?' CON1P.ta` mO1 t3 e.P -.(N RF: :PRE :SENT aNTIRIL CO ': sc ;.,y,,T At?F Erl� L7� F::a13 /11)FITc Acct.P!"E!,S Ant APewatJYai3 Fi ALL NO1E o1Me AtSlotiS -» F1.0OF1 PLAN sPectr; I C l i'toA As ONTA1NEo HEC4 E-: #N T# is _contract ups not include any feso did or landscaping ,^'E.".'7 / T A/ • / . t 7 7 -^ ' /A. ok-1l' _ '/-' h'.: `=„> �•1 ry t • u L i Ai- 4 7 / . ■ u 1 T` -it Er r r /- i 1 1 I n v _ � x / A- /7 .10 po.i i' "i //.' 7 , e" rC .,v. r o • / Y - - 6 rO f1E Y T I 4. E [ r r /o-=/ b 17 • •. Lf i N 1 II . +-i -r I' , _ r -J , - j H i `s ires / I • 4 i/ ' •' 4 ") 7 - MIAMI 4 LLe. ARCHITECT HARRY E. PENNEY FLORIDA { ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM AT THE COMPLETION OF THE WORK. JOB I DATE: ? //j , I SHEET / I DET /� .._ DRAWN BY:��',% CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTES BEFORE PROCEEDING WITH THE WORK, "`-- ELS.. L c); `.) t 1! 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A Z- 6 7/ ?c / o 7_ ; ( (ti / r- „Cr 4 I / FLORIDA L . • JOB I DATE://// I SHEET 2-1 DET DRAWN BY: VF; CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTES BEFORE PROCEEDING WITH THE WORK. ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM AT THE COMPLETION OF THE WORK. 111 Seva.York. Y. No 16 Oaf Orti:, don Tracing Par, z- c . . ,e / e • / Cr a o C , A , c /4 4 /t 4 44A1 2 - _ • ■ -------- - 1 1 .• kti eri c , 1 .. r[ 1 / De . . • -- 1 LTi T £ • Al 7 / _3- / r G 4 V 7 0 ' r", ' 7• "I I - • - / . _ . 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LL014AWINGS'ARE THE AnwpgikTY or THS ARcHITECT , AND SHALL BE ft ETuFtNE,p, TojoiveAT Tfrig dOMPLETIONO,F.T " 2 N • 4 • A' • • : .5 ft ' -