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PLANSs NAME OF PROPERTY or-applicable): ADDRESS OF PROPERTY: / 4 3 N ! % / 6 / s 7 ' ° °T- /7/041 / 5, )f 0S �C NAME(S) OF APPLICANT(S): (NOTE: IF THE APPLICANT IS A PERSON OTHER THAN THE OWNER(S). EVIDENCE OF THAT PERSON'S AUTHORITY AS AGENT MUST BE ATTACHED TO THE APPLICATION.) TELEPHONE OF APPLICANT(S): (305)794-C � ; (305) 2/" t9VZ ADDRESS OF APPLICANT(S): `i) / ' /O/ S" /,$ (if different than address of property) p NG PRESENT USE OF PROPERTY: ' I d c CLASSIFICATION OF WORK FOR WHICH CERTIFICATE IS DESIRED: (circle the letter next to the appropriate classification) A. B. C. REHABILITATION: The process of returning a property to a state of utility through repair or alteration which makes possit'Ie an efficient contemporary use while preserving those portions or features of the property which are significant to its historical. architectural and atltural values. All applications fur rehabilitation shall include: site plans (if required by Building Permit). and any other supplementary information. such as drawings. that will support the proposed project. D. DEMOLITION: The process of destroying or tearing down a building or structure or a part thereof: or the prom of reining or destroying an archeological site or a part thereof. The applicant shall include a report explaining why the proposed action should ocLur. If this action is to our for reasons of financial hardship. all pertinent financial data should be included pertaining to the cast of prcervation. demolition and new construction. Any other material pertinent to the application is also encouraged as supplementary information. MIAMI SHORES VILLAGE HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS FORM : MSHPB.COA (adopted 4/95) please type or print clearly yA oie ;PD vhf niucy G _ € a v2,4 MAINTENANCE OR REPAIR: The act or process of applying measures to sustain the existing turn. integrity and material of a building or structure and the existing form or vegetative cover of a site. It may include initial stabilization work. where necessary, as well as on -going maintenance and repair. Samples of material must be submitted with the Application. RESTORATION: The process of accurately ramming the form and details of a property and its setting as it appeared at a particular period of time by means of the removal of later work or by the replacement of missing earlier work. All applications for restoration shall include site plans (if required by the Building Permit). a statement with bibliography historically justifying the work. and any additional photos or information to support the proposed work. NEW CONSTRUCTION: The proems of constructing a building or structure that has never existed at that location. Applications shall include : a site plan. elevations, floor plan and/or landscape plan. DESCRIPTION OF THE PROPOSED PROJECT (Explain what changes will be made and how they will be accomplished - use continuation sheet if necessary - all a plications shall be accompanied by at least one 3" x 5" photograph of the property): fDi, 4 — ..6€ r ,,,, a ia /Ai) ea 0/ 06eze "e4-€ ,s4 .2-e;e,e,-0,'"ze, CERTIFICATION I (WE) CERTIFY TO THE BEST OF MY ( THIS APPLICATION AND ITS ATTAC 1 SIGNATURE OF APPLICANT( SIGNATURE OF OWNER(S): WLEDGE UE AND FOR Ti 0 USE ONLY APPLICATION DATE (date application received by Secretary of the Board): DECISION OF THE BOARD (circle the appropriate number): 2. APPROVED WITH CONDITIONS (set forth conditions below ti 7 L INFORMATION IN DATE: V ATE: tr 3 fi DATE: -3 7, > /ate.el ,i‘k de)-ue ,,,,t ,-(f . ,bt__) _, 2k \ z u,,,, ? ,, ,A 1-(,/ "t_ Ze,e,2- - .4e , - -e-f2=7 frel--e6-, ,e, -- /A_ — G 4-7i,AdYi2, 24,Q, A,,,,,,,, ,/,„kee_, ,$‘ ,ez,i„,_, 6t , 1 -a.,, (/,,,,.. ,,,,, ,/ze, ,/Lt-,,.c v-- Ae A0 C To 6A e 110 e_ A arA o <tz 2t22a "i 15 f a b (L-e rti as, e A ,v1A e 1 orb 6,4eAQ,J 0Lb GtF IC 4 Ci betc,x, p�, C H ic-48 o 8z ic,t rALi'`' 0 t- Ps rc TNT Ga 77.4 6e 0 T7f1 Q � J 7 ,4ef -zt 9z "ack a).e2 /tom 12 � NOTICE TO APPLICANT(S) HEARING: The Board will act upon the Application within ten (10) working days after receipt of the Application by the Secretary of the Board. You will be notified by the Chairman of the date of the hearing. An Application will not be considered until the required supplementary material has been provided and the Applicant and the owner sign the Application attesting to the truthfulness of the information provided. APPEALS: Any person desiring to appeal a decision of the Board shall within fourteen (14) days from the date of such decision. file a written notice of appeal with the Village Clerk. HELPFUL TIP: Historic photographs, photographs showing existing conditions. proposed plans and drawings, and samples of proposed materials are all very important in assisting the Board in making an informed decision. . q S ra G WEATERPROCF GR RECEPTACLE LOCATED 1m - W FEET FROM POOL WATER EDGE E)GBTMG RENDS DE vlt POOL EGYIIP 9 444w LLsc -01 ( 1 Vrt A m'cluU, P ( &owe Sh oAs r S' 0644-042 FJ 'P-‘ 7 • • ■ e - 1/4•.1 1'6' time a trice T 1- ry DOOM QOti�EIL 4.II rd — 2 " • - w 1-204 tely ) S-to o r-71, I ■ ,,,,, , :..f: .1.,. LA. 1 3, 3„ • 3,3 .1.43 ,,, , . s - '' , ••';', :. C ■ .4 2:,....fi,„..-1- A., -, . :,.... { 1 . L • (--7t4t.1r1-4) —IV-- # a - ei Oki L: i-eFT "T' 4 • ty:i. •c.r. • O nitotio 1(3 & G,1 � s F rp tc � � ( Pik K,a S � s (2,),A4 7 cA ox 6E PANEL METER 1 ®10 J 6E'PtIC 13 TANK BITE FLAN N.E. I AVE LE o/P 1150 1°230 . 19 fetta b2 7 1LEATERPROCF GF1 RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE E>c16/2•01 RP—b1DENCE ' 10 1 0 0 4 -avg.) eic fo, lo, slu. L04 .6. ,c,. 6(e l`F 04 gess, ji Jc1 ew-bouk par, N, 0 .c..14 0 p 3 1/4*-1'0* 16 .! WIDE eturricur 6 11 s4tits 0000— (2,J41 t._ 4" rpd - 2 Om. 6,044.16 •",:". t • 1 r-, ....St 0 0 E. ., C \._ \ t :., .., i i4" • .... 2 _1 i .. . : ......._.....,.: ,-- :._ : „k. ei. - A 1 2 . 1•• 4.-it E- , i ^ 1 .. , L. t...11. _ r4, k Csro-A- dtely) 1 .) ) IL : 1 1 vr'y ti KK`..k11 '-.4„ ■ £ V. I:4 3 MIAMI SHORES HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS 1. NAME OF PROPERTY: /0,oc d 14044- �i , P y � 2 . ADDRESS /13 /1/E /0/ 572 e e r /�' /// , (-5;1o/e P,$ LEGAL DESC . A rs / /6; /7 , acx. /y- ), ,_5-;„,,,,, S67_i„.; /l/ ilme.Am cJ pg. /o, , j c 7b- / 44 -1c. Go0,07- • f L, 3 . NAME :OF • &" ADDRESS':' /i U �/ C/ , /9e,o4v4¢ O,e e.J , /140 4. NAME OF APPLICANT & RELATIONSHIP TO OWNER: 5. PRESENT USE AND CONDITION :: ) 5 peA)7-/4 6. TYPE OF PROJECT: (circle one or add unlisted project- (J. OTHER) A. MAINTENANCE OR REPAIR RESTORATION REHABILITATION ALTERATION C) ADDITION C. F. EXCAVATION . DEMOLITION H. NEW CONSTRUCTION I. RELOCATION J. 0TH (EXPLAIN P 00 G. , � e GK ��STd�i¢T /dc) / p 0 04_ &-jC/ r, , D/.4)..& ecoM GS K / TGff e IS A ZONING VARIANCE REQUIRED FOR THIS PROJECT? sva DESCRIPTION OF PROPOSED PROJECT, INCLUDING' WHAT CHANGES WILL BE MADE AND HOW THEY WILL BE ACCOMPLISHED. SA/0e> AS 4,80 v e� ATE: 3'oZ D - ?)1 //3 AJ /0 57: 49,dfl7/ s nvees - 772e) ,Dttee, a ,ceife,,v4/) , (= /G -0 Zr ..1 A 6)w d , 4) % ems Aue £O Pe9 9. IF USE OF THE PROPERTY :..WILL ,CHANGE AS A .RESULT; OF THE PROPOSED ,WORK,.: EXPLAIN THE IMPACT OF THE CHANGE. ,V 97 "L"OL / c.4/��_ The Board shall be supplied with copies of the Original Designation Report filed when the property was designated as a Historic Landmark and copies .f any Certificates of Appropriateness granted previously for this sit APPROVED CHAIRMAN. T ee e At. 4 A P-49 / T e 470 Rat c. 7 . 2e.> /I- c- /3c, Ca v ee fe13 fit) / m � f. c7 .J fre/ 570 A) e. Yv G 7 f e e ice Gv / t. 4_ /nr / 7 5 9 - r i a 6 7 - - ( ) /3e- 7 PIPE - deG-ams Go /c.c. 0e 2a c'A)y$ 7 A eG ai, se. 6 () ex 7 /¢ /ky) w /c w /c,L ,1- 13 a ,d CA.) / GJ ysTV.t) e y 4s a 7L a 6� dD f v/P%) 7 / /J / iv) , 4 a ,J /< X „5 7Z) �O ,2 c°, 57- 5 /4 e� GO/L4. XTee) A 'o Q e ,� 7' Ca C. vm.0 s G) /4,L 4 •4 ii ? 7 ,e - /04 /L/ A J y /A D 211 e o G 2 e r e; 'PL(. /.3 ,6,41, A) 4, 2e /1)z) veld . Ph e / /.2e4er T2 W /cz- /3e Dued . C ocAed4--E-.6_ 4. NAME OF APPLICANT & RELATIONSHIP TO OWNER: I. MIAMI SHORES HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS � �'//f/� DATE 'a a - 9 S� 1. NAME OF PROPERTY: A) /iPC� e - Y €1 _ __ 2. ADDRESS 1/3 4 /U / jf,eeer / ✓r7D�pS. ,P�— LEGAL DESC. /Ors' /6/ h , / 7 / Z g l pc.r . /y A#77, i 1 / / d . P . � • S e G r j ■• .v /VC) / 4 % AJ 3 RB,' /o, P46e, Spy 7o - d f4 Cov.�y� F / 3 . NAME'. OF. "OWNER' & "'ADDRESS Ci • /�i'dUe4 %/ / 11/44 /13 ,E // / /4 / f /0.2eis t, 7.9r)ie_ 6ov 5. PRESENT... USE AND CONDITION: lees / i J 7/ 6. TYPE OF PROJECT:. (circle one or add unlisted project- (J. OTHER) A. MAINTENANCE OR REPAIR B. RESTORATION C. REHABILITATION D. ALTERATION E. ADDITION F. EXCAVATION G. DEMOLITION H. NEW CONSTRUCTION RELOCATION OTHER (EXPLAIN.L.2 7. IS A ZONING VARIANCE REQUIRED FOR THIS PROJECT? APPROVED: �a DESCRIPTION OF PROPOSED PROJECT, INCLUDING' WHAT CHANGES WILL BE MADE AND HOW THEY WILL BE ACCOMPLISHED. Pi Gv /L C� , 9 - f /flied OA) /fGC_ et) lO T� _ lift / Gh` W / G,C, 5 r e ue. Pied T —r/ a4) 6 cery Se€ o.e /TX �jJ� Di �}f_NG� 4 Go .3 ..� -P,P�lLT/ o / v0 ( y, , /ei 9. I USE-OF THE PROPERTY WILL. CHANGE AS RESULT ...OF. ..THE PROPOSED -WORK, EXPLAIN THE IMPACT OF THE CHANGE. Ai 07 ,f®�G / C'1,B -' The Board shall be supplied with copies of the Original Designation Report filed when the property was designated as a Historic Landmark and copies •f any Certificates of Appropriateness granted previously for this site. CHAIRMAN. /2". - 1 - 44x1.1 - — \NJ NWT FEMALE HINGE tvD( AL • .40-I-or $ x a /4" „ 1".P.G - -� EXTERIOR ELEVATIOP(. t — ! - k f 1 1e1-4! i" X • 1I5 A- /2 1Z NT AL.. Vjr � A2,:r � ± " 2 rt7T.o 0 a x ,�.� .40.-LP-1 • f=1 1 - TG A:.. SECTION 4Z i T i, MALE HEADER $9.V -"rei A... , s 1/ f / 1/*( 1"x • 1►'� x o- i2 N 1 e.1%•'T A-, o"A► jam= J t/4w ,�',� 'r' • ..NJ , v'1 .."&„: e w !"1' .i--1 A 7 ✓JQ 1 • �" t eaa • 1 • I i I 1 i i 3x 1" •' � - 1 PURLIN r t 1 �•L A:.' .-.�- bETAIL " ,� A:-1 �1 • P '1"= G041 - r d . DETAIL IwSx%2 6+-1 �'• 3 5 - t r N � 1\ t� --'+� TY P SLAT , r ! 4 , ; ;o D -01 yTq•�plrZ¢� �.t:.� L = .11�Tt •l"�'T) AAA. s 1 r- ►11.., . �1 13 • !..1 i na1 ✓•P& t AL • ;••• 7✓ 9 O x �• A_r' i ✓rC ✓i�:. OPEN POSITION' 1 /4 1 ' 1 :..osao 2-t9 x: i1 ?�v K :.'• •vK ..A�.� • EN-o‹. T;.l.srl tit fgC . % - e :`.1:.. A.• :�LJti..�.i b.7i�T eX46T I NIS (,sates O!� , tom 'Ai ✓ T1 1 i tiv • � h T • • SECTION I :3 3 1 BACK CAME. �AC '• k AL. a="L T �x 1G11 i.45 Po :.j K 2 4:4oNa. fit - K • 1V" L-L R. — CLOSED POSITION APPROyED AS COMPLYINGWITH TN( SOUTH FLORIDA BUILDING CODE DATE,„ . ' \ < <i PROD T CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. N1 • 25 X4 >, sL r 1 %¢ r2� aN>�•� ✓• T,,�M 1•�+>rC ceNirC4. 14..t L of Ab.IGL 1 IL 9 No S: 5. -' _ ��a ..,ice /•�• 1 1 �� 1 T • ,�:v... VALANCE 1 r- P.P ✓c2 r ' • !x.25 :.ate THIS STRUCTURE HAS BEEN DESIGNED tN ACCORDANCE " w i Th THE.SOUTH FLORIDA' Cxi 1 L D 1 P11G CODE 1988 EDITION. (NON COASTAL 2S) ANCHORS TO CONCRETE OR mASCNRY SHALL BE GALVAN 1 ZED . 3. SHUTTER SHALL BE PROV.t DED WITH STAttPED INS'{RUCT i ONS STAT tNG THAT, FOR wit.= GREAT82 Ti ON 75 i"4. P . H . (OR HURR t'C.ANE WARtt NGS ) , s 4irTER +ALL 8E FASTENED TO WALL, BY MEANS OF S'T'ORM BAKS SH wN ON THIS SHEET. 4. SCREWS AND BOLTS TO BE 2024-T4 ALUmmum ALLOY, STAINLESS STEEL OR GALVAN t ZED STEEL w/33 K.S. 1 . M tPi t MGM YIELD PO4l4T . ALt J b1 t NUm ALLOY FOR EXTRUS i OtKS AND SHEET METAL TO BE AS SHOWN ON THIS PLAN. 14 SHALL. BE THE RESPONS 1 B t L 1 TY OF THE PERM 1T HOLDER TO NER t FY ' THE STRUCTURAL ADEOQACy OF THE EX t ST 1 NG STRUCTURE TO SUSTA t k THE .145W `x SJ• •- LLiT1 SUPER t P'PoSED WIND LOADS AND TO VER 1 FY ALL Dt!'>E I ONS AT SITE POtJ 1'��•� .'O i� O;e • �K.-'K • NA,4,1�1. 7 THE MAX MUM M APPL 1 CABLE ME i GHT FOR TH t S STRUCTURE LS 15' -Q ABOVE. REvworROOUCm L T— wf w1 SiuT C FEMALE HINGE cvo -Ts AIL.. ; 1►:- -Or . � v� 1 (.A i - w ; :T - - -- - — EXTERIOR ELEVATION - . - a 3 x /■F- U, 1" x . II5 " x w/ - 1px livr1 •T., Q :+c�G - "r a SECTION t 1 7Th 1 t ,. MALE HEADER (ppo� -T� A:. 4 ! /4 "x 1 k • !c` XD: / r �/r�•T r ✓�►t w/ r /4 , Wr ; t?, . J 4 17:2':. a.) C. G 1 ✓ , ► - --1 VA. L 3 x I' �•-+S PURLIN, %>905 - rt y ,A L.. A: i bETAIL t=J L L 5‘..A,L -E. 11`x::; ' COCIa• .1:. ; dsr DETAIL r $ %2" 6 *+� �•- s tG >c, • �+ -�'S ;/.4 i %t¢ - r_,4 J eawl.77 w/ r 7 ;„ AL- •- ti ;?1�LTri T T!' •••••• N C7 1 w SLAT ri•-+ • 1 1 P .J OPEN POSITION' 14' Q x 1 /4" 7 r-t9p- '' M M �R LsJ / f 1J .oft SEMI, rr 1 -- /i{- " ,0 x1%4 flt % 1). itk "T'..9 I I / 0 / . 1 : / Pe - 7.4..t L �x i rt •E 17<_,;;;;" JRE PoJ x:� ,,PN'.• vR SSG. WALL. R, ^,J„' \ SECTION we 1 44/4.0 3 APF:RpyED ;AS yPLYINGWITH The ' SOUTH FLORIDA. - BUILDING CODE D A T E ' t •1 PROD T CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.'S \ \ r Z\, ,t -�i CAMEL BACK tit' r'1L.• fL�+1..'3`� CLOSED POSITION ■ 1 /4. x I% ' L 7t•� J� 4/4101. ;;✓ I-4. M SC t3 NCO CENJrcQ, .4 NI Lf• Oi= A t+.G LE —r1 lvc5 .:ot.a. • 2t-% • ' M Rte t - 4 lR ' /' '' S VALANCE A• } •�.i • �.../, Lam` - i.C7 ,t ���. � 2 .25 6 Al... ' ALL NOTES: 1. Tilts STRUCTURE otiks BEEN DES t 9 t K ,ACCDROANM W iii T IE SOUTh : FLORIDA Z.■;ILDING CODE 1988 ED I Ti ON . (NON COASTAL ` ZONE'S) ANCHORS TO CONCRETE OR MASCNRY SHALL BE GALVANIZED. 3. SHUTTER SHALL BE PROV t t WITH ST»PED INSTRLCTIONS TAT lima THAT FOR w 1 NOS GREATER THAN 75 M.P.H. (OR HURRICANE wARN t NGS) ,. Snit rER :BALL .: FASTENED TO WALL BY MEANS OF STORM SMS SHOWN ON THIS SHEET. 4. SCREWS AND HOLY$ TO BE 2024 -T4 AL.1J'1tNLII ALLOY, STAtt E! S STEEL OR GALVAN I ZED Std W/33 K.S. 1 . Z+t t H 1Mt.r!"! YI II..D POINT. 5. AL.Urita.ri ALLOY FOR EXTRUSIONS AND STET METAL TO SE AS SHOWN OK THIS PLAN. 6. i T SHALL BE THE RESPONiS t B1 L I TY OF THE PERMIT HOLDER TO VERIFY THE STRUCTURAL ADEGUACY OF THE EXISTING STRUCTURE TO SUSTA 1 N THE ' NEW' SUPERImPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT S1TE. ? . THE MAX 1 M.Jri APPL 1 CABLE HE t Cam' FOR TH t S STRUCTURE 1 S 15" -0" ABOVE ti r :. h i.4 -'i , P1. i✓v .' ;: t: / 1 o D ter- v *` -'� , f • r, - ■ r••:: d • `% ✓7 /'7.i i A4 :`i kr' 93 Vii L tZ { > / / `. Y .9 4-4 4 - i 1� tF «/ 4' 40 A w71nl..t •. �. .,t. • '23 / m _ w ftr° C. . . fir' ; tom X. ire. P .4 4' 1,44 ]:.. :. r '+ k CCies5'. ��ycd A,h' /7. k •1 . s? 1 . ' K",4 /V ' f' 1. fT. ;• #1 �l i �/ - •A, = .: �aa.? A:. • `1 a. Is .Cc..^'b. \ . A4+ .. , , +... 1: .«w of S/.y.2> V, • C. ' • _w • TILL. _'bA MC AS OLla Oo h' Ni 4.0LAT'..Sti T+k4 .4 SO & 30 S.S. Raf t_ L Aticrtc1iZ ; f . -Tx-0- R 1 11 .Kric�t °ttv tAt* , I ;-t 1 I I; f X� VI 4pU C∎tt S TKEA't"E G, . :w a R� - , - W 4.T t i .."7 . i lC S ctLS" a i.3 ... Z o , �, -„ c a a z- co.K Stucco ; - QUA , Yk t. 1 Q l= - _.�._- ,� ,r.- 3. y % :i__ 4-. :0 c'° '*.:... —._ x _'t LO tiQ.- V.V,,.i C L Q V A coerce . CoAT :;v;C(a l'at re to c- BOGS ,e,x . - l'J CAM TO <SEPTIC TA.KK SLAB: F Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be uilt on: Lot / NV/ /* IL Block / Street and Number where work is to be done - ;EMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. , 19 No Street .�./ s�/Dt I r //11/0. F`(�' // State work to be done and purpose of building (by floors) and for no other purpose. New Building ere ` / emodeling Addition. Repairs No. of i Sto ies To be constructed ( i� ∎. Kind of foundation , ' 4:t ' r4 ' i` 4 '<< Roof Covering "�- Estimated Total cost of improvements $_ p�' ' j Amount of Permit $ • }I . vjsion •__ ° • / l_C Zone eubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor_ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. - -- j 7t L2 Remarks — (Signed _ - -- �– _`___.0 !� 1 - - -_- -- • -_ r_- - -_ _ - STATE OF FLORIDA, I COUNTY OF DADE. J Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him are true. Perrnit f / „II Date 2 -f —r/ Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved. Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 7t 1.'1. °ATE OS' P;C..�a ..�''�" - .+vim t,.. �n • r �� �� ww:. :LvK`J EV o; X4-0 o. c.~ MAKz4.FL Ott 'A TOW AS t "? �tti"; PA I" ` �.. -: 5J 4'- °. Rots F.14 D. do- n -4 4V 2 r .a t i ts t " 1/APS L 14› • f 2.; ZCo + -LiL- -. t i 1L-1 — - 4! • 4 ' v? j s x' 647:6 1 4' 4 44 \� t- r0- >, Xihot4414.. r'AC2 ITPlerl6± i .st 1 r 1i f L I 1 41-1 C V 441., •• j .‹./ 4 , 2 1 4 t _ 4 :;H!, APP:;A3,'S Iis HE ,.AN(I 1'x!;,•4 ' /j':,I�r71 i "J,H'1.1 ° !Pt4 ft L!(NEG' ( !NI''. !fiV`; Al:'F iLE 4 IN:i4 -3 Cf i.!b' Ptt[l�?t PPcr(cr 1 a., L ":3{4' MF1 I V! 1ti1 i!i x,111 41 l"r'}uNDr`, G 4 '.3 oUAo 1 :.1f.;' ■1l4 4". :14:1 _'4.44'1.'4 i ; ,r1 iw 44 !lr'1 e `, • r to 41.• 1 7, E ■ CD V CO 0 Nd \: ' 0 as N s eNc o u. fN1 \t1 o_ 11._ LLI 2N11.1k 0 a. Itt C .. • MODEL TR 4 0 1it60 rimo - 'Mt 40 PE5OL 2 - F1 - 17.TEII - TiEA 1.9 .3.1 t 4.8 6.9 go RATE 0:PQ o 20 Pam /ULM I 38 6 88 138 sa i 1 /2" 2' 1 2 1 /2' t.4 '0, c- •( A. a 4 4..) SUPPLY (31 1 (v 4 to Fps‘ 60 4 100 1= 225 - SUCTION (I) (V , C 5 FPs1 - _ 50 70 1 100 175 I I ; Ana 1 $.40act. HP ett.a. I 2 I , PE 50L .3 /4 PE 5EL 1 1 PE5Ft.. 1 t /2. PE5OL 2 RATE GPm 0 60 1DH 40 55 70 ' 155 go 1 P006. ,._ ■-orts.4.• WV. 461141 S: "---••••••••• LEGAL DES N CRIPTIO LOT: t ;L' 6L9CK: 1 , suaDivis.otc.: t••I•1 kt• . 46f.ir PLA1BOOK : P Acz Ti oi THE PUBLIC RECORDS OF DADE COLA TY. 4rt„,0F4.4 GENERAL NOTES Au. POOL DUNI TE OR CONCRETE SHALL ATTAIN 3000 PSI CO‘APRESSAE STRENGTH WITHIN 26 DA YS. 2. REINFORCING SHALL EtE NEw BILLET SEE. CONFORMING TO ASTM A615 GRADE 60 . ALL PIPING SAL HL BE P VC SCHEDULE 40, APPROVED FOR USE IN POTABLE w'A 4. INSTALLATION Jr' UGH TS. .IUNCTION BOXES. GROUNDS. ETC. SHALL BE IN ACCOR:,‘ANCE WITH THE REOU/REM EN TS OF SECTION 660 OF THE NA 'RONAL ELECTRIC COOL. 5. THE. OVAVER' SHALL FURNISH ADECUATE ELECTRICAL SERVICE FOR THE OPERATION OF THE •.4 0 TORS UCH TS. ETC. THE OWNER SHALL PRovux A DISCONNECT SWITCH AT THE POOL E CUIPvt EN T LOCATION t; VA iS NOT THN 1 50 FEET OF THE' FUSED SWITCH SERVICE POtt. 6. T H E POOL P U M P MO TOR. UGH T. HANDRAILS AND LADDER OR GRAB R A L S SHAW.- 6E 60rIOED TO THE. POOL sra.L wiTfri A • b SCUD COPPER WE IN A 3 /4"' NiON - CORROS CONGO T. '7. PUMP EQuIPK4ENT <Lb:CLL.:01NC SOUR AND/OR HEATER) SHALL 6E. LOCATED Ilse REQUIRED SASE FL000 ELEVATION OR FLOOOPROOFED. 5. ON SITE INSPECTION INDIcAlts SA M ND ANC ROCK V41 A EtEARINC se 20 (SF. THE CONTRACTOR .SHALL NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE ENCOUNTERED. 9. ALL PATIO CONCRETE SHALL ATTAIN 3000 PS COMPRESSIVE STRENGTH valisitN 28 DAy5. 10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SF6C SECTION 5004 11. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE OR WALL WAD, SF-CLOS.NG AND SELF- LATCHING GATE (S� D WITH ETAIL) IN ACCORDANCE TH CODE REQUIREMENTS (NSP% APPE':DIX). - SITE PLAN SCALE : t •; epl.D • • • I,- 106, ELECTRIC LEGEND 0 POOL LICHT SWITCH • CFI RECECIAC.E O POOL PP 0 JUNCTION 80x (:) TRANISFORmER AINTION BOX REQUIRED FLOW RATE (GPS2A1 INC 12- HRS/DAY) : 1‘.11 cFsu - RECOmmENDEDED iLOW RATE <OPERATING 8 haS11.01: 2. c.P+4 4 cots:CRETE SLAB M1 6 K 6, W.4 x W%.4 WV& ON COMPACTED FILL ( 3000 PS CONC.) 6 x 8 THICK . EDGE ' - 141TH 1 if 5 CONT. PNEUmATICALLY PLACED CONCRETE WALLS =1;00/ 4 TOP Ac 6 BOTTOM ( TY?. ) B OTTOM OF POOL : 6' REI: ;FORCING : * 0 3 0 12 ( TYP • ) .:NTI GRATE POOL 8 (6 SO. IN . OPEN AREA) / - HYDROSTATIC VALVE WATER LEVEL - w ATER LINE COPING ••• .115 ow. • 41 w illow • •.. , ....9., I I /2 0 / -.411.." , "I', 1 , 1 , or, • PERFORATED PIPE ...... 18" x 18" x 24" GR AVEL SOUP FILL WITH 5/4 GRAVEL Nt • MAIN DRAIN 1'94 I tr:77; j• A • . • MIN - TYP POST 0 IC FT. C.C DECK ki N 6 AND 'PUMP SV4TO4 • • f - ! ,■••• 4.4 (A) %ATER : (B) POOL OEFIx : (,c) FLOOD CP; TERI A : (r,) POOL BOrri EL-cvAT.04* (E) cc-o) : (C) HyOROSTATIC vr0.4E : 6011•064+ AND WALL. SLABS : TOTAL A HEAD (E.+F+C) Ss.sRFACf.. AREA : Sc.FT POCt C.APACerY : e lP) p _GALS. • COPING (OPTIONAL) 7- WATER LINE N • 0i • • • ••• • • • • • • • • • • •■• • ••• • • • • • • • • • • • • a, • • • • 11 " • • • • • • • t •• Pe • i• • *.6.AP •A 1 0• i.4 20' mAx. FENCE ELECTRIC DIAGRAM. 6 (miN.) COC.J ALL AROUND CR AIN SUMP 2 * 3 EV.' 1 -*/ 1 L.4 - • SCUD (Cu) 5/4 NON-CORROSI‘E CONDuir it 3 (VAS EVe 3CC WATTS- 12 VOLT. REMOVABLE UNDO2WA1ER LIGHT OR DRY NICHE UGH T. 4 1-.5 FEET ma. FEET 8-3 FEET uSt. .5.5 FEET ma. 4.5 Far 'XI -2.0 FEET ' ti t -2.5 FEET - C FEET SLOPE NOT TO EXCEED 1 : 7 TO . 5 FEET DEPTH. 1 L_- 0 T E : POOL SECTION e." to 24 \ - - • : ; : SHI:LD LA TCH - GROUND U M. • CR Aa RAIL TWO 0 20 O.C. I ‘? ANCHOR 7 19' .7,R3UND IMRE (1-:07 TO ExcEED 107. OF POOL PERIt.4ETEF) THERAPY SEAT GRAB RAILS SF-CLCSNG etc PiDSiTiVE SELF-L.:TO-ONG GATE will, HARDWARE FC•-( PERM ANEN T LOCKING 4 FT. HIGH CALV.CHAIN • ▪ LINK •44i...Sii WITH 2" 04 A x OPENNCS ( NON- CL11.46ASLE r - NorE ADJUST 0E0( E LE VAIION TO 41.1044/ '*oiR DC < FINISH CONCRETE (TYP) - To pump 2r U0 --\ 7 SKIMMER 4, WEIR VAD TH ). " WEIR WA TER LEVEL R•'•NGE 6A5.(gT CAPACITY a 75 CU AN PIPING DIAGRAM, DETAILS ARE NG T TC * • rd tiP fv•AP VAIN HAIR lc UN T STRAINER SCALE mONOTROL VALVE 1 /2 RETURN MAIN DRAIN WITH HYDROSTATIC E E vALvt (SEE 'DETAIL). , , ..." • CRAB RAIL N411`• _ 6• M .•)( ESCUTCHEON PLATE , 24_ ; I - ( COPING LADDER POOL DECK • • 114" ' ; WATER LINE FACE TILE , ?Oct_ ALL CANTILEVER EDGE 7 - POOL DECK • 1 6 *,3 BAR SLOPE SLAB PER FOOT. AWAY FRO•A POO - GROUND IMRE „ '17."-7 1.• ' 17 1 /2 1 •- CLEAR TOP 5.040 RLIER I/2" WASTE WEDGE ANCHOR "mew. ■••••1 . 1 # BAR - , FACE TILE BRICK COPING EDGE 2''' SKIWAER - 2' MAIN: GRAN eRESSuRe GAUGE & PRESSURE RELIEF vALvE 1 • • 0 %Li FLOTATION DATA PGT Industries NOTICE OF ACCE2TA?CE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration 'feat, per Fi3C, TAS 202 -94 2) Uniform Attic Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -B- 1300 Table, dated 6/6103, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM 131300 -98. Submitted under NOAI 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3120/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CEWTLFICATIONS Submitted under NOAI 02- 122x(02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00. 1212.04 issued to E.I. DeNemours for "Dupont Butacite ®PVB" dated 2115/01, expiring on 12111/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1224.02, issu to PGT Industri Aluminum Casement Window, approved on 51 2i )3 d ex ►'t : o 08. (nuel 1' z, .E. Product Contro a ner NOA No 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and secticns. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7 /10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOAi 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, 'TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. Fri, 3587 dated 10/8/02, signed and sealed by Joseph Chan, Y.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test. Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. B -1 Manuel Pe E. Product Contro er MIA No 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 i CALM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION .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 NOTICE OF ACCEPTANCE (NOA) PGT Industries 147fl Technology Drive Nokomis, FL 34274 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 Ruks and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 AI-13 (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: Seder C-740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045.8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, PE., 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 Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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. TERMINATION 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 NOA *02-1224.02 consists of this page 1 and evidence pages C -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 APPROVED WOOD BUCK 1 1/2" OR MOFIE THICK (SEE NO fE 2) - 1/4" MAX. SHIM -1 E #1 OR 414 Si :frE W3 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. Rand ay. Oele• FIC 3/17103 Fiend ay: Dow- F.K. 325/03 Rome ay F.K. 7/10/03 Ow"" ay. Oat.: F.K. 12/17/02 Renown*: A Romans B C G"dtrd ay. ADDEO #14 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date. APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM ---- 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" - MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 111111 11111 1 114INi 1 111/1111111111 • _! 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM r - #12 OR #14 SCREWS 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 NOKOMIS, FL 34274 Visibly Better APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) - t, s".r/Noarc CA -740 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT Saga NTS Shot 12 « 12 APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --- 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) Datum I I 4Itt %% 11;111 11 11111 11111 7045 -8 1 1/4" ..-- MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED as complying with the Viand* Doiditig Code Acceptacce No hat Date i� � - � ` 3 Lucas A. Tumor, P.E. PE 458201 Mechanical ITEM DWG i( PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 '- GLAZING BEAD (13/16" I.G.) 86 13/16" I.G. GLASS (1/8 "HS,3/8 "AIR SPACE,5/16 "LAMI) 5/16" LAMI (2 LITES OF I /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB ITEM DWG # PGT. 1 7u1'2A 2 3 4 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 7009 9 10 11 12 13 14 15 16 17 18 19 20 21 p 7032 STUD BRACKET (L.H. & R.H.) 22 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM 24 25 26 30 31 32 33 40 ZI 41 p 7042 GLAZING BEAD (7/16 ") 43 J 1224 p 6TP247 VINYL BULB WSTP (THICK) 44 45 50 51 52 53 54 55 67 68 69 70 7I 1155 '81PQA #8 X 1 QUAD PI I SMS 7108 •155 7024 MAXIM MULTI -POINT LOCK 7026 LOCK SUPPORT PLATE 7014 MULTI -LOCK KEEPER (R.H. & L.H.) 1157 78X78PPSMS 118 X .875 PH. PN. SMS 7013 7015 7028 MAXIM DYAD OPERATOR 7027 MAXIM DUAL ARM OPERATOR 7030 7031 7022 7023 7036 46 1 1634 1 6163K SETTING BLOCK 7006 7040 1 SCREEN CORNER KEY 1635 1 61635K SCREEN SPLINE - SERRATED 331 1 60976 CASEMENT SCREEN CLIP 7004A 7011 1 LOCK SUPPORT PLATE 7012 PARTS LIST MAIN FRAME - HEAD. SILL & JAMBS FRAME CORNER KEY 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE 781PQA 08 X 1 QUAD PH SMS 67017K BULB WEATHERSTRIP .187X.240 SASH CORNER KEY #I0-24 X .562 PH. PIN TYPE F TIE BAR GUIDE TIE BAR ASSEMBLY OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B 7858ZA #8 X 5/8" FLT. PHL SMS SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 7I Ox12FP #I0 X .500 PH. PHL. 72 7018 1 7ELDHD FOLDING HANDLE DESCRIPTION 5/16" LAMINATED (i /8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (I/8115 8t 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/1611S & 3/16/IS GLASS) 090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") SILICONE - DOW CORNING 899 OR 995 PARABOND SCREEN FRAME SCREEN CLOTH 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASST. TUBE 712X1PPT # 12 X 1" PH. PHIL. TEK. LOCK SPACER 7019 I 711573 SNAP -ON T- HANDLE KNOB .706" .050" .050" 1 >� .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" --� - I-- I 3 865" I 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" --4""4 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 f -- .172" .870" .050" .569" .125" .062" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A .993" � r .289" .040 INSTALLAATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 PRODUCT REVISED as c"mplyiaK with the FIerWa Saidiag Cock Acceptaacc No 'ratios Da BY Miami -I 1•/ �rC�4L c ; Ro44 ay: F.K A. it By: F.K. A.wd 0r: F.K dew 3/17X•)3 Dow .3/25103 7110/0.3 bvi ii ay: F.K. 12/17/02 A 8 c CH.n.a By. NO CMG THIS SHEET ADD 13/16' I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET 0.161: 1070 T CNVOLOGY NOKOMIS. FL 34275 P.0 .80X 1529 NOKOMIS. FL 34274 PT Visibly Better PARTS LIST $ EXTRUSIONS F.1I. ALUMINUM CASEMENT WINDOW, IMPACT CA-140 Sea* NTS Snout 11 a 12 01..1.p no. 7045 -8 R.v Lugs A. Tumer, P_E. PE #58201 Mechanical Rood F.K Rower F.K >soMay. F.K. Onion ay F.K. FRAME ASSEMBLY TUBE, MAT'L: e9e3 -T6 "X" FRAME JAMB 1 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATE: 6063 -T6 "X" FRAME JAMB --1 "XO" & "XOX" FRAME ASSEMBLY DETAIL Aro 3/17/03 3/2543 too 7/10/03 pow 12/17/)2 FRAME HEAD OR SILL A &mow C U *i*s 8y. #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN r— "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN r--"0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REVISED FRAMEASS'Y DETAIL SCREW SPACING NO CHANGE TH'AS SHEET NO CHANGE THIS SHEET 1 FRAME JAMB 1070 TECHNOLOGY DRIVE NOKO.WS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 4r- #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL Visibly Becter SASH FRAME HEAD, SILL, JAMB MATE: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" FIXED FRAME HEAD, SILL, JAMB MATE: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 9roomooK CA -740 swo NTS srr.t 10 « 12 oawyno. 7045 -8 w.: 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A PKOD(iCT' REVISED escomplying %iib Ike Florida Umittoog Code Acceptance No 'ratios Dad Lucas A. Tumor. P.E PE #,58201 M(xd*dnicai 2.919" MAX. HEIGHT (SEE SHTS. 3 & 4) Awed ay. 0.: F.K. 3/17/03 Rawl iy LLM: F K. 3/25/03 Moved By: Ca EX. 7/10/03 aw 1 By Dike: F.K. 12/77/02 Aw•rwn A B Romans C Cnwukwd 8y. VERTICAL SECTION OPERABLE UNIT NO CMG THIS SKEET SHOW TOP HINGE Cow ADD 13/16' I.G. GLAZING BEAD ITEM _.] MAX. VENT DAYLIGHT OPENING ` 5 (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O- BOX 1528 NOKOMIS, FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 HORIZONTAL SECTION - XOX Visibly Better MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. VENT DAYUGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING 0 (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT s«uaM4otlwt CA -740 CDCDO HORIZONTAL SECTION - XX NTS 9 w 12 z - REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 Comm 7045 -8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complyiag with the Fiorillo Deeding Cade Acceptapc No E 'ration Date Miam' ► Prod uct Cartttul� Div ': - 74o 3 Lucas A Tumor. P.E. PE #68201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 FTL -3582 FTL -3729 A. E. /16 LAM! (1 ; A,. ,1/ . 5/1 •" LAM 1 = ,.• •'•,1 /:H 1 •" • 1 ( 16'A,.• - •, 1 •'' 13/16" LAMI (1/8 "HS,3/8" SPACE.5/16" LAMI -W/ 1/8 "HS..09 'HS I "XOX" wirr►i VENT WICT,h FIXED WIDTH 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 N ''. N 'o NE `' N P. N G " • N . eS N • NEC PC iL Ma -50.5 P . 50.5 69.264 ` 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 ° -74.1 70.0 - 64.9 64.9 ' - 60.6 60.6 -58.1 58.1 « - 56.1 56.1 -513 53.3 B,E -75 0 70.0; -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 : -75.0 70.0 -75.0 70.0 ;' -75.0 70.0 : -75.0 70.0 C -90.0 70.0 -90.0 70.0 ' -90.0 70.0 ` -90.0 70.0 -90.0 70.01 -90.0 70.0 ' -90 0 70.0 ` -90.0 70.0 -90.0 70.0 -90.0 70.0 86.919 24.000 ; 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 - 50.4 , 50.4 ' -47.5 47.5 : - 44.1 44.1 -41.6 41.6 -39.2 39.2 : - 36.9 36.9 B,E -75.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 ` -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C A -90.0 -75.0 70.0 70.0 -90.0 ' -60.5 70.0 60.5 ` ' -90.0 -57.2 70.0 57.2 -960 -62.1 70.0 62.1 -90.0 - 55.2 " 70.0 55.2 -90.0 -52.6 70.0 52.6 -90.0 -49.1 70.0 49.1 ' -90.0 -46.2 70.0 46.2 -89.4 -43.6 70.0 43.6 -85.2 -41.1 70.0 41.1 95.973 26.500 42.973 B,E -75.0' 70.0 -75.0 70.0 -75.0 -75.0 70.0' -75.0 70.0 -75.0' 70.0 -75.0 70.0 ' -75.0' 70.0 " -75.0 70.0 : -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70 -0 -87.0 70.0 • -81.9 70.0 -77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 , -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 . -48.2, 48.2 - 44.9 44.9 -42.0 42.0 • -40.1 40.1 -38.0 38.0 B E -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 ; -75.0 X 50.7 ' -75.0 70.0 > -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 - 69.7 69.7 -66.3 66.3 -63.1 63.1 115.892 32.000 51.892 54.627 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 . -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -73.2 70.0 C A -90.0 -75.0 70.0 70.0 . -90.0 70.0 -47.3 -90.0 -44.0 70.0 44.0 -90.0 -48.4' 70.0 48.4 -78.6 -44.7 70.0 44.7- -73.2 -42.8 70.0 42.8 -68.3 -41.4 68.3 , 41.4 - 64.8 -39.5 64.8 39.5 . -61.4 -37.5 61.4 37.5 -58.8 - 35.7 58.8 35.7 122.000' 33.687 -75.0 70.0 -75.0, 70.0 , -75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 -90.0 70.0 -90.0. 70.0 ' -90 -0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 - 58.4 58.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 - 46.8.46.8 -43.6 43.6 ' -47.9 47.9; - 44.3 44.3 -42.4 42.4 -41.1 41.1 : -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 : -75.0' 70.0 -75.0 70.0 -750 70.0: -75.0 70.0 -75.0 70.0 -75.0 70.0 ` -74.6 70.0 -71.0 70.0 C -90.0 70.0 - 90.0 . -90.0 70.0 -85.4 70.0 -73.1 70.0 - 68.8 ; -41.6 68.8 41.6 - 64.1 ' -40.2 64.1 40.2 -60.5 -38.7 60.5 38.7 -57.9 -36.9 57.9 36.9 -55.2 -35.0 55.2 35.0 126.000 34.791 56.418 A -75.0 70.0 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 `70.0 „ -67.3 67.3 ' -62.5 62.5 -59.2 59.2 : -56.5 56.5 -53.8 53.8 130.000 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 . - 40.4 40.4 -38.9 38.9 -37.7 37.7 - 36.2 36.2 - 34.3 34.3 B,E -75.0 70.6 -75.0 70.0 -75.0 70.0 ` -75 0 70.0 -75.0 70.0 -75.6 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 . -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 - 65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 ' -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 - 40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 _41.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C -90.0 70.0 -90.0' 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 134.000 37.000 60.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43,5 43.5 -40.4 40.4_ -39.2 39.2 ' -37.7' 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 ; -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 [ -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 - -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0. 53.0 I - 50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS 3!'25/03 GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. A B 7/10/03 C ay. OW= ICnwcked BY F.K. 12/17/02 I REVISE TABLE 11, GLASS TYPES A & C ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET Oar: 1070 TECHNOLOGY DRIVE NOKOtMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better TEST REPORT: FTL -3580 -90.0 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Tow ALUMINUM CASEMENT WINDOW, IMPACT simmAtow CA -740 sr�a NTS sk a 8 d 12 oamro w 7045 -8 70.0 X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES PROOUCC REVISED r eumplying with the Florida ISMKG7:; Ct,d AaN:µuuwc No E ;uratioa Date By A1:a DI% • �,:.; , # ry Dude Product . *�"�7', 74 3 Lur.as A. Turner, P -E. PE 458201 Mechanical ICOMP,RATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX "WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A..090,1/8 "HS) "-"'- "::O' W1)1! "X.OX" W:D: H EIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEC POS NEG POS' NEG POS NEC POS NEC POS NEC POS NEC ` POS NEG POS NEC' POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A - 75.0 70.0 -75.0 70.0 ; -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 - 60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 - 60.0 60.0 -68.5 58.5 - 56.2 56.2 -53.4 53.4 47.71 64.000 96.000 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 67.333 101.000 , A -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 - 66.4 66.4 -58.2 58.2 - 55.6 55.6 - 52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8_ 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 - 45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 i A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 _ -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI -W1 1/81iS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 113 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090.3 /16 "HS) ALL "X0" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH r -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.E. REVISE TABLE B. GLASS TYPEA ADD GLASS TYPE E TO TABLE 9 &Mid ar Av.: Ramouno. F.K 3/1743 .4 A."►ODy: Dow R•+1014 F.K 3!25/03 B A"aa'ay. a...: R.wiw": F.K. 7/10/03 C prawn ay: pow duaaw ay' Dal.: F.K. 12117102 NO CHANGE THIS SHEET 1070 TECHNOLOGYDRA/ NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P"T" Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS mar ALUMINUM CASEMENT WINDOW, IMPACT CA -740 6cw NTS sh..c 7 . 12 Dr■wp "o. 7045 -8 PROD UCP REVISED as comply :az with the IFiwtida ikeidi4ag Cade Ak.veraeace Ito Arab= Date Lucca A. Turner, P_E. PE ti 58201 Mechanical 1 3 X 3 0 3 X 0 0 X COMPARATIVE ANALYSIS TABLE 6. SBASED ON 1/4" TAPCONS OR #14 SCREWS) • : '1/4-1 " - 4 ' • ' TT "f f TEST REPORTS: FTL -3582 FTL -3582 FTL -3729 GLAZING OPTIONS: A. 5/16" LAM' (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI 1 /8 "HS,090,1/8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI 1/8 "HS.3/8" SPACE,5116" LAMI -W/ 1/8 "HS,.090,1 /8 "NS) "0" WIDTH "XOX" WIDTH H a 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS ` NEG POS NEG POS NEG POS NEG POS NEG POS ' NEG POS NEG POS NEG 1 POS 36.00C 72.000 + A - 750 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 604 -54.3 IngEag 51.1 -47.9 47.9 - 44.8 44.8 422 -39.7 39.7 Flo -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 ` -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 A -75.0 70.0 ` -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 528 -49.9 49.91-46.4 46.4 -43.5 43.5 -41.1 41.1 ` - 38.6 -75.0, 38.6 70.0 B,E -75.0 700 ` -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 , -90.0 70.0 : -90.0 70.0 -900 70.0 -90.0 70.0 -90.0 70.0 j -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 39.500 79.000 A -75.0 70.0 -75.0 70.0 -67.8 67.8 ; -62.1' 62.1 ` -55.7 55.7 -49.8 49.8 - 46.9 46.9 -43.6 43.6 -41.1 41.1 - 38.6 38.6 : - 36.5 36.5 ': B,E -75.0 70.0 : -75.0 70.0 -75.0 70.0 • -75.0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 - 58.4 58.4 - 63.3 63.3 - 56.4 56.4 : -53.4 53.4 -50.0 50.0 : -46.9 46.9 -44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 ' -750 70.0 : - 75.0_70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 ' -90.0 70.0 : -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 f -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0' 70.0 ` -70.3 70.0 - 58.0 58.0 - 54.6 54.6 -59.3 59.3 -53.6 53.6 - 50.9 50.9 -47.5 47.5 ; - 44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 : -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 `, -72.4 70.0 -69.2 69.2 48.000 96.000 A - 75.0 70.0 - 65.0 65.0 _ - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 - 48.6 48.6 45.3 45.3 -42.5 42.5 ` -40.4 40.4 - 38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90. 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 101.000 A -75.0 70.0 -60.8 60.8 -51.3 51.3 - 48.3 48.3 -52.7 527 - 48.7 48.7 ? - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E : -75.0 70.0 -750 700 -75.0 70.0 -75.0 70.0 -7 .s.0 70.0 -750 70.0 ` -75.0 70.0 -75.0 70.0 -75.0 70.0 'i -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 ; -90.0 70.0 -90.0 70.0 -90.0 70.0 , -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 - 63.5 63.5 -60.5 60.5 53.125 106.37 A -75.0 70.0 ; -58.7 58.7 - 48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 - 36.2 36.2 B,E ! -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 700 -88.6 70.0 -76.4 70.0 -71.1 70.0 - 66.5 66.5 -63.0 63.0 -60.0 600 -57.3 57.3 54.000 108.41•1 . A -75.0 70.0 - 58.2 58.2 -47.9 47.9 ; - 44.5 44.5 '-49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 ` -39.8 39.8 -37.6 37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 F -75.0 70.0 ' -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -750 70.0 -70.1 70.0, - 65.4 65.4 -61.8 61.8 - 59.1 59.1 - 56.4 564 55.500 111.' • + A -75.0 70.0 -57.1 57.1 - 46.4 46.4 : - 43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 37.2 - 35.4 35.4 B,E . -75.0 70.0 -75.0 70.01 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . -74.3 70.0 -70.8 70.0 C ; -90.0 70.0 -90.0 70.0 -90.0 70.0 ' -90.0 70.0 -843 70.0 -72.5 70.0 -68.4 68.4 . - 63.6 63.6 - 60.1 60.1 ° - 57.5 57.5 - 54.8 54.8 57.000 114.00' A -750 70.0 ` - 56.2 562 -44.8 44.8 -42.1 42.1 - 48.2 462 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.5 - 36.7 36.7 - 34.8 34.8 B,E -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 ;, -75.0 700 -75.0 70.0 4 -7500 700 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 69.6 C -90.0 70.0 -90.0 70.01 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61.8 - 58.7 58.7 - 55.9 55.9 ` -53.2 53.2 58.500 117.* s • A -74.2 70.0 -55.0 55.0 - 43.4 43.4 - 40.9 40.9 - 448 44.8 . -41.3 41.3 -40.2 402 -38.7 38.7 ? -37.6 37.6 - 36.1 36.1 - 34.2 34.2 B E -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . -72.2 70.0 - 68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 . -69.0 69.0 -64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 120. A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 ' - 36.7 36.7 - 35.5 35.5 -33.7 33.7 - B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 . -75.0 70.0 . -75.0 70.0 -75.0 70.0 -73.3 70.0 . -71.0 70.0 -67.4 67.4 -50.01 50.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 - 63.3 63.3 _ -59.1 59.1 -55.9 55.9 - 53.0 53.0 GLAZING OPTION: D. 7/16" LAM) (3/16 "HS,.090,3 /16"HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH -90.0 70.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 1 4 X 1 2 0 1 4 X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED) as coi plyilig with the rioriidit :::id:ag Code At :yitzuice No V. 'Ora:Iasi Dote 74o% 3 Product ___ br F.K ,Y.wdl• F.K. tamed Dar F.K. Dram by: F.K. Data' 3/17/03 Dais 3/1'5/03 Darr: 7/10/03 Data 12/17/02 Romans: 8 war C ura"d er• REVISE TABLE 6, GLASS TYPES A & C ADD GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET Data 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Tar: ALUMINUM CASEMENT WINDOW, IMPACT Swrrllbac CA•740 NTS Sara 6 a+ 12 OrowaG Pa 7045 -8 Dar Lucas A. Tamer, P.E. PE #58201 Machar.ical COMA „ WIDTH 19. 174.0 -y f , V • • • •' - n -90.0 70.0 -?0.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 N -90.0 70.0 -90.0 70.0 NE -90.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 90.0 70.0 -90.0 70.0 NEG -90.0 -90.0 O 70.0 70.0 NE -90.0 -90.0 70.0 NEG -90.0 90.0 -90.0 OS 70.0 70.0 70.0 G -90.0 70.0 -90.0 70.0 N -90.0 -90.0 -89.6 s 70.0 70.0 70.0 NE -90.0 70.0 -90.0 70.0 -86.3 N -90.0 -90.0 P 70.0 70.0 70.0 N -90.0 -90.0 70.0 -90.0 70.0 70.0 70.0 -90.0 70.0 700 -90.0 70.0 70.0 -84.2 POS 70.0 -83.2 70.0 -81.7 26.500 30.000 32.000 34.000 36.000 37.000 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090.1/8 "HS) B. 5/16" LAMI (1/8 "HS..090,1 /8 "HS) E. 13/16" LAMI (1/8" BE B,E -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 B, E -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 B,E ' -90.0 70.0 -90.0 A -90.0 B. E -90.0 A -75.0 B.E -75.0 A -75.0 B,E -75.0 26.Ot)O 31.000 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.01 -75.0 70.0 B,E -75.0 70.0J -75.0 70.0 36.000 38.375 43.000 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 TABLE 4. BASED ON 1/4" TAPCONS OR #14 SCREWS 48.000 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 ! -83.6 70.0 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 70.0 70.0 : -87.4 70.0 -77.6 70.0 - 68.4 68.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -81.0 70.0 ' -71.1 70.0 -61.8 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.0 -75.0 70.0 -65.5 65.5 E -57.5 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -67.9 67.9 -59.0 59.0 -52.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 'XX " WINDOWS 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50.625 54.000 -90.0 70.0 -79.9 70.0 -90.0 70.0 -63.9 63.9 -90.0 70.0 -58.9 58.9 -90.0 70.0 - 54.9 54.9 -75.0 70.0 -51.1 51.1 -75.0 70.0 -49.9 49.9 -75.0 70.0 t H "X" WINDOWS -90.0 70.0 -75.4 70.0 - 90.0 70.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 57.000 -90.0 -72.4 -90.0 70.0 -58.5 -90.0 -53.8 53.8 -90.0 70.0 -48.6 -75.0 -44.8 -75.0 -43.5 58.5 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: C. 7/16" LAM) (3/16 "A,.090,3 /16 "HS) ALL "X" SIZE UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" NIGH TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0, 70.0 TEST REPORTS: S,3/8" SPACE.5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS 60.000 63.000 66.000 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -90.0 70.0 -90.0 70.0 -90.0 70.0 -56.2 56.2 ; -53.4 53.4 - 51.3 51.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -50.4 50.4 -47.7 47.7 -45.6 45.6 -90.0 70.0 . -90.0 70.0 -90.0 70.0 48.6 -45.2 45.2 -42.4 42.4 70.0 -75.0 70.0 -75.0 70.0 44.8 -42.2 42.2 ' -39.7 39.7 70.0 -75.0 70.0 . -75.0 70.0 43.5 -41.1 41.1 - 38.6 38.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 -90.0 70.0 COMPARATIVE ANALYSIS TABLE 3 53.125 [ A -75.0 WIDTH 37.0001 A -75.0 43.000 A -75.0 48.000 A -75.0 57.000 A -75.0 60.000 t A -75.0 64.000 A -75.0 68.000 A -75.0 72.0001 A -75.0 74.0001 A -75.0 70.01-75.070.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 , 70.0 70.0 N G BASED ON 1/4" TAPCONS OR #14 SCREWS) S N G 70.0 70.0 -75.0 70.0 -75.0 - 75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 N G -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -71.1 -75.0 70.0 -65.5 -75.0 70.0 -75.0 70.0 70.0 -60.4 70.01 - 67.9 ' -59.0 -75.0 70.0 -73.7 HEIGHT 48.000 70.01 -75.0 70.0 -74.4 70.0 E -75.0 70.01 -75.0 70.01 -75.0 70.01 -68.4 70.01 -61.8 65.51 -57.5 70.0 70.0 70.0 70.0, 70.0 A,. 50.625 -75.0 -69.6 57.5 -54.9 68.41 -63.9 60.41 -54.3 54.3 -51.1 59.01 -52.8 52.81 -49.9 "XX" WINDOWS NE '•S `N •• N G '• N P -75.0 70.0 -75.0, 70.0 -75.0 - 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 69.6 - 65.2 65.2 ' -63.0 63.9 -60.0 60.0 -58.5 61.8 -58.9 58.9 - 56.1 56.1 ' -53.8 54.9 -51.8 51.8 -48.6 51.1 -47.9 47.9 ' -44.8 TEST REPORTS: FTL -3582 70.0 -75.0 70.0 70.0 ; -75.0 70.0 70.0 -69.5 69.5 63.0 58.5 -60.8 60.8 -56.2 56.2 53.8 - 50.450.4 44.8 -42.2 42.2 43.5 -41.1 41.1 48.6 -45.2 45.2 49.9 -46.4 46.4 ` -43.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -67.5 67.5 -58.0 58.0 - 53.4 53.4 47.7 -42.4 42.4 -39.7 39.7 - 38.6 38.6 -47.7 TEST REPORTS: FTL -3582 FTL -3729 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL " " SIZES UP 0 74.000" WIDE x 63.000" HIGH -75.0 70.0 x x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F FTL -3582, FTL -3587, FTL -3729 x 69.000 72.000 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 43.9 -42.2 42.2 -87.8 70.0 -84.4 70.0 PRODUCT REVISED w eomplyiog with the Flaridi► !Witting Code Aieeptat a No E 'cation [lute PO -90.0 70.0 70.0 - 90.0 70.0 65.0 -63.7 63.7 70.0 -90.0 ' 70.0 49.8 -48.3 48.3 70.0 -90.0 70.0 Product Cwt 2'( /a3 Fined ay: F.K. ' FK 'Aiwa 65. FK Oa"" 8y: F.K. Oats: 3/17iO3 Oats: 325/03 Date: 7/10/03 Oaro: 12/17/02 A 8 C Clwam0 8s REVISE TABLES 1 AND 3, GLASS TYPE A ADO GLASS TYPE E TO TABLES 1 B 4 NO CHANGE THIS SHEET ow: 1070 TECHNOLOGY ONIVe NOKOMIMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT Visibly Better PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT rerYnlloa,t CA -740 sou. NTS Sta..t 5 of 12 Da en) NO 7045 -8 w. Lucas A Tumor, P.E. PE 458201 M(,db.aniwi SEE MiDSPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. i ELEVATION "C" - (SEE SHEET 5 FOR NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY Read ay F.K. Roved aye F.K. RerW ay: F.K. DIRVM F.K. 13" MAX. O.C. 4" MAX. HINGE LOCATED APPROX. 13" t FLUSH AGAINST JAM, MAX. - 7-- TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 4" MAX. 0.. 3/17/03 0.". 3/25!03 bow. 7/10/03 Date' 12/77102 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE 'ING 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY A Rer"m�r. 8 Revision C G"caed ay. F.K. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADO HINGE DETAIL & HINGE LOCATION NOTES 65" MAX. DAYLIGHT OPENING 1 141 /2" MAX. O.C. 72 HIGH "X" PRESSURES) 8 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL --\\ SHT. 3 TYP. (2) 72" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL -\\ SHT. 3 TYP. (2) i 4" MAX. 13" MAX. o.C. 4" MAX. 4" MAX L 37" MAX. WIDTH 30" MAX. —DAYLIGHT OPENING 97" MAX. WIDTH 1070 TECHNOLOGY DRIVE NOKOM15. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 56" MAX. DAYLIGHT OPENING 141 /2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 30" MAX. 53" MAX. --- DAYLIGHT OPENING DAYLIGHT OPENING Visibly Better 63" MAX. HEIGHT �---- -�- -13" MAX. O.C. s..wraor: CA -740 SEE MLD -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4 " M AX . L 56" MAX. DAYLIGHT OPENING Sus* NTS 63" MAX. HEIGHT sn..t 4 a 12 60" MAX. WIDTH 53" MAX. DAYLIGH T OPENING O ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) -1 13" MAX. O.C. "X" "0" "XO" & "OX" ELEVATIONS Das ALUMINUM CASEMENT WINDOW, IMPACT Drowsy No 7045 -8 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as corapZyieg with Ilk F aridlt Betiding Code ae,c;etncc No E ; radon Data 7/ o/c 3 Lucas A Turner. P.E_ PE #58201 Mechanical GcE•' ER1� t . ( 1 1/2"- ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX 4" MAX. SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX. '-- DAYLIGHT -- OPENING 37" MAX. VENT TYP. 7 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 13" MAX. O.C. 60" MAX. FIXED 4" MAX. ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL " TYP. (2) } 13" MAX. O.C. 30" MAX. -- DAYLIGHT - - OPENING ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) r 4" MAX. 1 4" MAX. X 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. --DAYLIGHT - OPENING 4 -4 SEE METING _ RAIL - DETAIL TYP. (2) X 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) a, NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION �- 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED 88 cumptying with the RIMS Bolding Code Actxptagce Ib 1 E :iva Oyw "77/0/0 Aimed ey: F.K. AwW 8y: F.K. Amid ay F.K. Drawn 8y: F.K. Dew 3/17/03 Onto: 12/17/02 ant.: 3/25/03 Dar: 7/10/03 8' C C4mfck.d 8y. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS D.": 1070 TECHNOLOGY DR1VE NOKOMIS, FL 34275 P.O. BOX 1529 NO <0MIS, FL 34274 �T- Visibly Better "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS Shot 3 or 12 O"rwq �a 7045 -8 .Mw C Lucas A. Turner. P.E. PE *58201 Mechanical 1/8" ANNEALtU uLASS - - {f- -- .090 SOLUTIA OR DUPONT PVB INNER LAYER I-- 1/8" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" 13/16" I.G. GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED aa� cutaybing with the Florida Uufdia:g Code Acerpt UCe No Expiration Data By Miami • Product Cororol Rena Syr F.K. R.wi By: F.K. fbotaa Drown ay: F.K. Dow 3r25✓03 7/10/03 paw. 03125/03 8 REDRAW GLAZING DETAILS 8 ADD 13716" !. G. c &MOMS: Checwa 8 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better Clescoptrom GLAZING DETAILS Tor ALUMINUM CASEMENT WINDOW, IMPACT s"".,wma.r CA - 745 sort NTS sn..c 2 w 12 Doom No. 7045-8 Roy: G" �7 / /o4 3 Lucas A. Turner, P.E_ PE #58201 Mechanical NOTES: LARGE MISSILE WINDOWS 1. GLAZING OpT;ONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" Nws;gALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER L.AYPR SOLUTIA OR DUPONT PVB. B. 5/16"J.Aria,,s 0 % COMPRISED OF (2) LITES OF 1/8" DIRE v THENED GLASS WI AN .090 INNER LAYER OF S0,4+7 ^. OR- trlL.TONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PV3. D. 7/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F TIONSSEE - SHEET 4. F. FOR a "XOX" & "O" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL : S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED UTES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT M1D-SPAN NOT 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 F.K. 3/17/03 0. se. 325/03 Date: Dote 12/17/02 A R•woa": 8 C REVISE ANCHORAGE NOTE 4 ADD 13/16" I.G. 8 MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET Dete 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P. Box 1529 NOKOMIS. FL 34274 0 4 x 0 CONFIGURATIONS OPTIONS x x x 0 0 x x 0 x UNEQUAL UTES x 0 UNEQUAL LITES 0 x UNEQUAL LITES Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 &mac NTS snow. 1 a 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 7045 -8 PRODUCT REVISE) as complying with the Sothis Bunting Code AccepOsoce No E Date By Miami Dir ♦.� • LV1/4 • Ptotioa coma 7%o/a3 Lucas A. Tumer, P.F_ PE *58201 Mechanical 1 Shop draw crags Express, Corp. Window, Door and Shutter Permit. (786) 426 5979 Fax (305) 221 3023 PROJECT: Wi ndow Replacement LOCATION: 113 NE 101 ST Miami Shores, Ff REVISION: DATE: 12!96106 SCALE: DWG. BY: G. I. JOB N0: 0232 1 OF 1 LOFT EXISTING DOOR NOT PART OF THIS PERMIT. B t---1 2.r 0 - W.I.C. BATHROOM D FLOOR PLAN NOTE: MEAN ROOF H.: 15'-O - TYPE ROOF: 3/12 A- B- C- D- 74 "x63" (XOX) Series C -740 Aluminum Casement Window N.O.A. # 03- 0611.02 Zone 4; +54.7 -59.3 Glass; Type "B" 22 "x63" Series C -740 Aluminum Casement Window N.O.A. # 03-0611.02 Zone 4; +547 -59.3 Glass; Type "B" 26"x50 -5/8" Series C -740 Aluminum Casement Window N.O.A. # 03 -0611.02 Zone 4; +54.7 -59.3 Glass; Type "B" 22 "x48" Series C -740 Aluminum Casement Window N.O.A. # 03.0611.02 Zone 4; +54.7 -59.3 Glass Type "B" WINDOWS & DOORS REPLACEMENT: II3NEIOIST MIAMI SHORES, FLORIDA POOL. EcdJ IP LLEATERPROCIF GPI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL. WATER EDGE EE> 181IFIn RE6IDENCE Jdot /102.4 e, ( I M, L lit awl 7 f tv�(sis I t'i`p. 0 ia 11 • INLET /- 15W 12Y LGT HANDRAN 15 Solo' 2'0" WDE GLAbb BLOCK INLET POOL L 4YOUT 1/4 ".1'0' 1 WLDE 64111M0411 EDQ6T. 6LAB ELEVATE 6PA +b' POOL PECK E57 OTFERB 2" t0 MULTI PORT VALVE NOTE: SEE MANUFACTURER'S DRAWING FOR EXACT INLET LOCAL IONS. DOUN 0- DRAM I INLETS CLEANER INLET FLOOR CLEANER SYSTEM 1/8" =1'0" F.P.L METER LOAD BKR LOAD CALCULATIONS: 1 -2P -504 I -IOUSE SUB PANE PANEL 3 4 12 TNUJN IN 1/2 " COND. DESCRIPTION ELECTttIC IRIS 20 LIGHTING 1 2 OVEN 50 6000 20 LIGHTING 3 4 50 20 LIGHTING 5 6 RANGE 50 6000 20 LIGHTING 1 S 50 o _ 9 10 5UB PANEL 50 20 LIGHTING 11 12 50 20 1 1-4 IN 13 14 FREEZER 20 1500 20 LIGI -ITING 15 1<, DRY 30 5000 1500 0 • -- A _ 11 18 30 1500 20 APPLIANCE 19 20 DISHWASHER 15 1200 _k 15 . 21 2 CLOTHES WASHER 20 00 BLANK 23 24 WATER HEATER 30 4500 30 A/C COMPRESSOR 25 26 30 30 21 28 L IGHTING 20 0 I 29 30 LIGI.4TING 20 1500 � v Al R HANDLER 31 32 1 k I- 4TIN�� 20 0 33 _34 LOAD BK DESCRIPTION CIRCUIT NO. CIRCUIT NOS DESCRIPTION BKR LOAD 2100 20 1 i NP PUMP 1 2 2 HP BLOWER 20 20 3 4 20 1111 20 1 HP PUMP ✓ 6 POOL LIGHTS 20 150 20 1 S GENERAL LIGI -4TING = 3500 SQ. rt. x 3 WATTS /5Q. FT. APPLIANCE = 3000W RANGE = 6000W OVEN = 6 0001.11 FREEZER = 1500W DRYER = 50001.1.1 p ISI- IWASI -4ER = 1200W CLOTHES WASHER = 1500W WATER HEATER = 4500W SUB TOTAL = 35100 W SUB PANEL MINUS POOL PUMP = 4421W TOTAL = 40121 WATTS FIRST 10KW AT 100% = 10000W 30121W AT 40% = 12049W TOTAL = 22049W POOL PUMP =2500W HEAT STRIP = 1500W 3 4 12 THWN IN 1/2" CONDUIT 2 14 TOWN + 1 7 I 1/2" CONDUIT 12 VOLT Iliz 14P PUMP 1 HP CLEANER PUMP NO SCALE CIRCUIT NO. CIRCUIT NO, DESCRIPTION I050 TOTAL = 32049W / 240V = 133.5 AMPS 13KR LOAD CLEANER PUMP = 1111W 13 LOWER = 2500W POOL LIGHTS = 150W POOL PUMP = 2100W TOTAL = 652 1U 6521W / 240V = 212 AMPS EIP*ER P.E. ER JULY 22, 1998 t:)A7E ■ 2" t0 MULTI PORT VALVE NOTE: SEE MANUFACTURER'S DRAWING FOR EXACT INLET LOCAL IONS. DOUN 0- DRAM I INLETS CLEANER INLET FLOOR CLEANER SYSTEM 1/8" =1'0" F.P.L METER LOAD BKR LOAD CALCULATIONS: 1 -2P -504 I -IOUSE SUB PANE PANEL 3 4 12 TNUJN IN 1/2 " COND. DESCRIPTION ELECTttIC IRIS 20 LIGHTING 1 2 OVEN 50 6000 20 LIGHTING 3 4 50 20 LIGHTING 5 6 RANGE 50 6000 20 LIGHTING 1 S 50 o _ 9 10 5UB PANEL 50 20 LIGHTING 11 12 50 20 1 1-4 IN 13 14 FREEZER 20 1500 20 LIGI -ITING 15 1<, DRY 30 5000 1500 0 • -- A _ 11 18 30 1500 20 APPLIANCE 19 20 DISHWASHER 15 1200 _k 15 . 21 2 CLOTHES WASHER 20 00 BLANK 23 24 WATER HEATER 30 4500 30 A/C COMPRESSOR 25 26 30 30 21 28 L IGHTING 20 0 I 29 30 LIGI.4TING 20 1500 � v Al R HANDLER 31 32 1 k I- 4TIN�� 20 0 33 _34 LOAD BK DESCRIPTION CIRCUIT NO. CIRCUIT NOS DESCRIPTION BKR LOAD 2100 20 1 i NP PUMP 1 2 2 HP BLOWER 20 20 3 4 20 1111 20 1 HP PUMP ✓ 6 POOL LIGHTS 20 150 20 1 S GENERAL LIGI -4TING = 3500 SQ. rt. x 3 WATTS /5Q. FT. APPLIANCE = 3000W RANGE = 6000W OVEN = 6 0001.11 FREEZER = 1500W DRYER = 50001.1.1 p ISI- IWASI -4ER = 1200W CLOTHES WASHER = 1500W WATER HEATER = 4500W SUB TOTAL = 35100 W SUB PANEL MINUS POOL PUMP = 4421W TOTAL = 40121 WATTS FIRST 10KW AT 100% = 10000W 30121W AT 40% = 12049W TOTAL = 22049W POOL PUMP =2500W HEAT STRIP = 1500W 3 4 12 THWN IN 1/2" CONDUIT 2 14 TOWN + 1 7 I 1/2" CONDUIT 12 VOLT Iliz 14P PUMP 1 HP CLEANER PUMP NO SCALE CIRCUIT NO. CIRCUIT NO, DESCRIPTION I050 TOTAL = 32049W / 240V = 133.5 AMPS 13KR LOAD CLEANER PUMP = 1111W 13 LOWER = 2500W POOL LIGHTS = 150W POOL PUMP = 2100W TOTAL = 652 1U 6521W / 240V = 212 AMPS EIP*ER P.E. ER JULY 22, 1998 t:)A7E NOTE: STEP STEEL NOT REQUIRED CERAMIC TILE THROAT F POOL WALL POOL COPING 6" CERAMICS 18" 18" 18" 6 " THICK GUNITE WALLS REINFORCED WITH * 3 BARS AT 12 " CENTERS BOTH WAYS STEP IDET 4IL SKIMMER DETAIL-. WATER LEVEL NO SCALE ADJUSTABLE LID SWIMOUT DETAIL NO SCALE STRAIGHT OR CURVED WALL UNIT NO SCALE WATER LEVEL 4 RISERS AT 10 " EACH OPTIONAL 2" TILE OF CONTRASTING COLOR CONCRETE BASKET (MIN 15 SQ.IN.) SUCTION LINE TOP OF POOL -SPA WALL 1" STONE CAP GLASS BLOCK SET IN TYPE 'M' MORTAR , t BLOCK ! LADDER . REINFORCEMENT POOL -SPA WALL CtLASS E3LOCK IDET 4IL NO SCALE BRICK OR STONE COPING ANTI VORTEX MAINDRAIN 6 " THICK GUNITE FLOOR SLAB REINFORCED WITH * 3 BARS AT 12 " CENTERS BOTH WAYS. POOL SECTION 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED NO SCALE RECIRCULATION PUMP I1 /2 HP, 100 GPM AT 60' TDH SELF - PRIMING POOL WALL STEEL I/2" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL 1 1/2" POOL WASTE NO SCALE OPTIONAL STONE BRICK OR 13" 10" COPING STONE - WATER LEVEL COPING . ► -;,� / 6" THICK GUNITE SPA FLOOR AND WALLS REINFORCED WITH +'3 BARS At 12 " CENTERS. SPA POOL SECTION SWIMMING POOL WALL NO SCALE NO SCALE POOL FILTER WITH 48 SQUARE FEET of FILTER SURFACE AREA PRESSURE D.E. PLUMBING NOTES: SOIL STATEMENT: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND, PROVIDES A BEARING CAPACITY OF 2000 PSF. DURING OR AFTER EXCAVATION, A REGISTERED ENGINEER SHALL MAKE AN INSPECTION AND PROVIDE ,A LETTER TO THE BUILDING OFFICAL ATTESTING TO THE SIMILARITY OF SOILS ENCOUNTERED AND THOSE UPON WHICH THE DESIGN IS BASED. 1. ALL POOL AND EQUIPMENT PIPING SHALL 13E SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH HEAVY DUTY PLUMBING STRAP. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL NAVE A MINIMUM 6 Q. IN. OPEN AREA. 6. A 12 "x12" MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTIVORTEX TYPE. ELECTRICAL NOTES: 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL 113E LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. STRUCTURAL NOTES: POOL, SPA AND I-40T TUB BARRIERS: ALL POOLS, SPAS AND H0T TUBS AND COMBINATIONS THERETO, SHALL COM- PLY WITH THE BARRIER REQUIREMENTS OF ARTICLE 5001 OF THE SOUTH FLORIDA BUILDING CODE. SAFETY WARNING SIGNAGE SHALL BE PROVIDED IN COMPLIANCE WITH ARTICLE 5001.5 ENTITLED 'SPECIAL PROVISIONS'. PERMANENT NO DIVING SIGNAGE SHALL BE PROVIDED. 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. POOL. 4N1) SPA DATA: SPA POOL SWIMMING POOL 1- 4YI�i�OST4TIC UPL 30 SURFACE AREA ( a FT.) 456 400 VOLUME (GALLONS) I1000 0.5 TURNOVER (HOURS) 8 21 PERIMETER (FEET) g0 DECK AREA (SQ. Ft.) BY OTHERS ELEV. TOP OF POOL WALL 8,0 DEPTH OF POOL 5.0 ELEV. TOP OF MAINDRAIN 3.0 FLOOD CRITERIA 6 g ELEV. TOP OF MAINDRAIN 3.0 POOL IN FLOOD CRITERIA 3.5 LESS 2'0" HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6" POOL EQUIP WEATERPROOE GEI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE 11'6" SKIMMER INLET 15W 12v LGT MAINDRAIN 0 o . FOOL. LAYOUT 1/4 " =1'0" 15'0" 1010" 2'0" WIDE GLASS BLOCK INLET 1 WIDE SWIMOUT M JET EXIST. SLAB 6'4" ELEVATE SPA +6" POOL DECK BY OTHERS 2004 O.N. SERv1cE I 1 PANEL \ EQUIP m N.E. 1 AVENUE SEPTIC 13. S TANK METER 115.0 -:\ SITE PLAN 1 " =30' x ri z NUJ 103 STREET 105.62 2 ACC AC LOCATION PLAN 4 z 1 <ii■E 101 STREET 5E 411 F i ER P.E. Civl NEER 12292 JULY 22, ;f pAtE •' • TI rr GENERAL NOTES 1) • L- 1 411 r , G 477 a'� aktj • ?Llc= -' �+ 1...6 - a � 6 % �'L � '.' x — ,1.44; P%": LL W/ i ■1" ;1- %� ;0' - o! 1 �.G. ;2= _ J.7,..‘...=.= ,., e , ) ■ y , y 1; i t r n:.ws3ti I 1.A11 work to be done in accordance with the SOUTH FLORIDA BUILDING CODE. 2.Contractor to verifv all dimensions and conditions and shall notify the architect if any discrepancies are discovered, before proceeding with the work involved. 3.A11 concrete is on ground to be 4 "m.in. with 5x5 A10 /10 W.W.!". unless otherwise *.toted, poured over a waterproof membrane. 4.Conctete reinforcing steel to conform with ASTM A515 specs.fot Deformed Billed Steel grade 50. Stirrups and ties to be grade 40. 5.Concrete to be poured on the ground to have a min. of 2,000 p.s.:i. after 28 days. Concrete to be poured on forms to have a min. of 3,000 p.s.t. after 28 days, unless otherwise noted. 6.Foundations designed for a soil bearing capacity of 2,000 p.s.f.. Architect shall be notified if any other conditions are found for possible foundation redesign. s< SOIL :40•"E C � L a l_o 7c, I r ; G, Soil appears to be sand inspiection, if other co building inspector befo Maximum of 2.000 pounds per 2000 P.S.I. conc. compr • 'V 4 ) ti and rock upon visual editions Are found consult re proceeding work. square foot. esaive strength in 28 days. . Lo' Tg • 'G `-,�'- i .... e2- 4L 01! c. �•�.� -L ,..4 t ,1,.1 eL , :is N 'J fl • 11111113 13 INN :9 tif) 0 •1• uled •Zm g r) 111 V r3 silea o to to r T N m w rn • • - erA. esT. 4 e' 41-te6 aim • 1 , 1640 west 41st street (305) 558-0074 t<1 44. 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Lori, r Lffl 64' g!!)(-t It ( 4 /4 1-0 -.I.*. :V41- i! 1, AI-41i Atill ji 1 NON v I s.t t 110 ff 101411 flNL' IIjNT Ak I iltft+11 Ii0e.tit__ 1 131.1111)104G 104SPEC 1 Lk Fit I !Si P1411 Id F4A 4A IT r1)1_,NOS •PF.9 '3(.4.■APf FOOT. 000 P1 (Ati 1 %‘ I I t.v., 1 ,0‘,4 (NI aorismsommomemipersowsumasorr 0 z co co • • 0 z w u w or ; ce'l LU PAC -FAB TRITON HT RATE SANO FILTERS: POOL ews -IKY. t- MAY. I tba • LEGAL DESCRIPTION LOT: I �I' ' 1 81 CK: 1 ,r . SU601`4510N: ki'l k '1 1 OS n r l4 o H IA. 4410 ,...0 PLATBOOK : 10 PAGE .- I 0 OF THE PUBLIC RECOROS CF DADE COuNT•r, pi 1 A STA• -Rtfit MAX- E -G1AS PUMPS • 28 OAIS. GENERAL NOTES t . ALL POOL ;UNTIE OR CONCRETE SHALL ATTAIN 3000 PSI CCMPRESSM STRENG' ++ WMTIUN 2. REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTS• A615, GRACE 60. 3. ALL P:P1NG SHALL BE PVC SCHEDULE 40, APPROVED FOR USE iN POTABLE wA'ER 4. INSTALLATION OF LIGHTS, JuNC11ON BOXES, GROUNDS, ETC. SHALL GE 'N ACCCRDANCE 'MTH THE REQUIREMENTS OF SECTION 680 CF THE NATIONAL ELECTRIC COLE. 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERV10E FOR THE OPERATION OF THE MOTCRS LIGHTS, ETC. THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT fT +E POOL F.:it: PAAENT LOCATION .F !r IS NOr 'MTHIN 50 FEET CF THE FUSED SWITCH SERVICE PONT 6. THE POOL Pi;MP MOTOR, UCHT, HANDRAILS AND LADDER CR GRA, RALS StiALL -LSE i3CtODED TO THE POOL STEEL 'MTH A # 8 SOUO COPPER WIRE IN A 3/4" NON- CORROSM. CC{401:IT. 7. PUMP EQUIPMENT (INCLUDING FILTER ANO /OR HEATER) SHALL BE LOCATED At3CA THE REQUIRED BASE FL000 ELEVATION OR FLOOCPROOFED. 8. ON SITE INSPECTION INDICATES SAND AND ROCK WITH A 8EAR!NG'CAPACITY OP 2.0 KSE. THE CONTRACTOR .SHALL NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE ENCOUNTERED. 9. ALL PATIO CONCRETE SHALL ATTAIN .3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS 10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SFI3C SECTION 5004 a 11. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE, OR WALL MTH SE1F CLOS4G ANO SELF- LATCHING GATE (SEE DETAIL) IN ACCORDANCE WITH COOS REQUIREMENTS (NSPT APPENOTX). SI TE PLAN SCALE : I , O REQUIRED FLOW RATE (OPERATING 12 HRS /OAP) : 16.11 CPU RECCT FLOW RATE (OPERATING 8 PHRS /QAY) : f lAt4 GFT4 2 io ELECTRIC LEGEND P0o1- LIGHT S`hMTCH GFl RECECTACLE POOL Pt,1AP TRANSFOR, .R 0 ,IUN11014 BOX - wA LINE -- COPING 4 LAIN. 4" CCNCRE TE SLAB WITH o r 6, 'W1.4 x WI.4 Wd'II!4 ON COMPACTED FILL (3000 PS1 CONC.) •N TN 1 f 5 CONT. -- POOL BOTTOM r' S. JUNC ON BOX MO -t-JMP sMTCH 18" K 18' x 24' GRAVEL SUMP FILL WITH 3/4' GPA'.EI MAIN DRAIN POST 0 10 FT. O.C + 4-4U r - 1: t-r•: ,*v • I DECK 1. • 1•�Y • 1 • •' i .r • '4e. [. s 10' Mir, . 20' MA.(. M (A) WATER LEVOE : ,d (8) POOL OEP TH : d (C) FLOOD Cst: TER1A : (0 PUCt a4`rcu ELEVATION (A -8) : (€) UP -Lin, HEAD (C - D) : (F) NYCROS> A rC YAI.!IE ; q (0) BOTTOMLtM WMJ. S,ABs TOTAL AO,:■STEO HEAD (E+F+G) : SURFACE AREA : 1 to SIFT POLE CAPACITY : 12 > i _0_00 GALS s FENCE CAD- VINO COPING (OP nowt.) 8 x 8 THICK. EDGE ,-- SLCPE NOT TO EXCEED 1: 7 To 5 FEET DEATH. PNEUMATICALLY PLACED CONCRETE �� 1tislL 6' ratrArIIs i> x_ s' TCP & 6" BOTTOM (r v.) BOTTOM OF POOL : b" REII'FORCING : #'3= Ti 4- `-€;Tf- t 7AEOA8EES) 3 0 12' (T'rP• ) ANTI- VORTE GRATE (6 SO•IN.U1N. CPEN AREA) HYLROSrATTC VALVE w.; TF_R LE'.EL - 8' (►•TIN.) CONC. _ ALL AROUND - CRAIN SUMMP 2 / 3EW -- 1 t/2' A PERFORATED PIPE a 1 _ • ..,�1 • ij � #8 SOLID (CU) 3/4' NON - CORROSIVE COr4CU1r # 3 BARS EW 300 WATTS- 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE LIGHT, SELF-CLOSING 3x Poll TIFF SELF -LA TCti!,NG GATE ITN HARDWARE FCR:PERMANENT LOCXING l 1 if 9.5 FEET t.lsl (IIOT TO EXCEED 1 01 Or PCGt PER'.MEIER) THERAPY SEAT r1 22 --o I0 r It MATER LINE POOL SECTION 1 18' to 24 6.O FEET NOTE: OE 8 •Q FEET L4 ' 3.5 FEET MOST 4.5 FEEL s -2.0 FEET -2.5 FEET 0 F E T a x 4 L 1 to -- SHIE1D LATCH eV' 1 TT, RICH CALV.CHAIN �'•; , - I:TtiK !'MESH 'MTH 2" (MA.(.) 4) : CPEitiINGS ( NON- CLAABABtE CROtr4D L �- CONCRETE (r'rP) r 41 N T A 'MAE To P u m P °-- 27' t 1O -\ 7 1/2"- WEIR WID TN >, 5' WEIR W1 TER LEVEL RANGE 3' BASKET CAPACITY ) 75 W ELECTRIC DIAGRAM PIPING DIAGRAM d l ANCHOR '- 8" ;n GRAB RAIL - T`rv0 0 20 0.C. e +1 1- T-x GRAB RAILS • t l O T E A0x.1s r O€CK ELE' /A not TO ALLOW FCR DECK FINISH ,PA TER LINE 1 1/2' At_ Hp FLT.AP W HAIR & LINT STRAINER I L S A R E N O T T O S C A L E FACE TILE POOL •WAll J • FACE nLE - MONOTROI VALVE J D i 1 t•TAIN GRAIN M fr1 HYDROSrA11C - " ?ELaEi' VALVE (SEE DETAIL). 1 1/2' RETURN 1t' ! CRAB RAIL - b' NIt� _ 6" M . COPING - ESCU TCHEON PLA TE 24 " r_ 1, i -- POOL CECA • +I -=r - _= L C,\N TILEVER EDGE POOL DECK %OPE SLAB 1/4' �--- PER FOOT, AWAY FROM POOL LADDER � A 3 8AR 1a" 13 BAR BRICK COPING EDGE �-- 2' SKIMMER - 2' MAIN CRAIN _ I RESSURE GAUGE & PRESSURE RELIEF VALVE �- CLEAR TOP - SAND FILTER 1 1/2' WASTE • • • r 0 ots . d >. Z ; >. m f M I L.� W jl Z W Or a` Ca W ce •• W 0 • MooEL fR40 TR60 IR1OO 111140 - F +t TER AREA (Soli.) 1.9 • 3.1 - 4.9 8.9 84 RATE (C•r) 0 20 c'N /SQ_t, T. 38 62 98 138 SIZE 1 1/2' 2' 2 1/2' 3' ►�" SUPPLY (GPM) Y t t0 FPS 64 100 125 225 SUCTION (0F14) (V 4 S'PS) - _ 50 70 TOO 175 PAC -FAB TRITON HT RATE SANO FILTERS: POOL ews -IKY. t- MAY. I tba • LEGAL DESCRIPTION LOT: I �I' ' 1 81 CK: 1 ,r . SU601`4510N: ki'l k '1 1 OS n r l4 o H IA. 4410 ,...0 PLATBOOK : 10 PAGE .- I 0 OF THE PUBLIC RECOROS CF DADE COuNT•r, pi 1 A STA• -Rtfit MAX- E -G1AS PUMPS • 28 OAIS. GENERAL NOTES t . ALL POOL ;UNTIE OR CONCRETE SHALL ATTAIN 3000 PSI CCMPRESSM STRENG' ++ WMTIUN 2. REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTS• A615, GRACE 60. 3. ALL P:P1NG SHALL BE PVC SCHEDULE 40, APPROVED FOR USE iN POTABLE wA'ER 4. INSTALLATION OF LIGHTS, JuNC11ON BOXES, GROUNDS, ETC. SHALL GE 'N ACCCRDANCE 'MTH THE REQUIREMENTS OF SECTION 680 CF THE NATIONAL ELECTRIC COLE. 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERV10E FOR THE OPERATION OF THE MOTCRS LIGHTS, ETC. THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT fT +E POOL F.:it: PAAENT LOCATION .F !r IS NOr 'MTHIN 50 FEET CF THE FUSED SWITCH SERVICE PONT 6. THE POOL Pi;MP MOTOR, UCHT, HANDRAILS AND LADDER CR GRA, RALS StiALL -LSE i3CtODED TO THE POOL STEEL 'MTH A # 8 SOUO COPPER WIRE IN A 3/4" NON- CORROSM. CC{401:IT. 7. PUMP EQUIPMENT (INCLUDING FILTER ANO /OR HEATER) SHALL BE LOCATED At3CA THE REQUIRED BASE FL000 ELEVATION OR FLOOCPROOFED. 8. ON SITE INSPECTION INDICATES SAND AND ROCK WITH A 8EAR!NG'CAPACITY OP 2.0 KSE. THE CONTRACTOR .SHALL NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE ENCOUNTERED. 9. ALL PATIO CONCRETE SHALL ATTAIN .3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS 10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SFI3C SECTION 5004 a 11. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE, OR WALL MTH SE1F CLOS4G ANO SELF- LATCHING GATE (SEE DETAIL) IN ACCORDANCE WITH COOS REQUIREMENTS (NSPT APPENOTX). SI TE PLAN SCALE : I , O REQUIRED FLOW RATE (OPERATING 12 HRS /OAP) : 16.11 CPU RECCT FLOW RATE (OPERATING 8 PHRS /QAY) : f lAt4 GFT4 2 io ELECTRIC LEGEND P0o1- LIGHT S`hMTCH GFl RECECTACLE POOL Pt,1AP TRANSFOR, .R 0 ,IUN11014 BOX - wA LINE -- COPING 4 LAIN. 4" CCNCRE TE SLAB WITH o r 6, 'W1.4 x WI.4 Wd'II!4 ON COMPACTED FILL (3000 PS1 CONC.) •N TN 1 f 5 CONT. -- POOL BOTTOM r' S. JUNC ON BOX MO -t-JMP sMTCH 18" K 18' x 24' GRAVEL SUMP FILL WITH 3/4' GPA'.EI MAIN DRAIN POST 0 10 FT. O.C + 4-4U r - 1: t-r•: ,*v • I DECK 1. • 1•�Y • 1 • •' i .r • '4e. [. s 10' Mir, . 20' MA.(. M (A) WATER LEVOE : ,d (8) POOL OEP TH : d (C) FLOOD Cst: TER1A : (0 PUCt a4`rcu ELEVATION (A -8) : (€) UP -Lin, HEAD (C - D) : (F) NYCROS> A rC YAI.!IE ; q (0) BOTTOMLtM WMJ. S,ABs TOTAL AO,:■STEO HEAD (E+F+G) : SURFACE AREA : 1 to SIFT POLE CAPACITY : 12 > i _0_00 GALS s FENCE CAD- VINO COPING (OP nowt.) 8 x 8 THICK. EDGE ,-- SLCPE NOT TO EXCEED 1: 7 To 5 FEET DEATH. PNEUMATICALLY PLACED CONCRETE �� 1tislL 6' ratrArIIs i> x_ s' TCP & 6" BOTTOM (r v.) BOTTOM OF POOL : b" REII'FORCING : #'3= Ti 4- `-€;Tf- t 7AEOA8EES) 3 0 12' (T'rP• ) ANTI- VORTE GRATE (6 SO•IN.U1N. CPEN AREA) HYLROSrATTC VALVE w.; TF_R LE'.EL - 8' (►•TIN.) CONC. _ ALL AROUND - CRAIN SUMMP 2 / 3EW -- 1 t/2' A PERFORATED PIPE a 1 _ • ..,�1 • ij � #8 SOLID (CU) 3/4' NON - CORROSIVE COr4CU1r # 3 BARS EW 300 WATTS- 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE LIGHT, SELF-CLOSING 3x Poll TIFF SELF -LA TCti!,NG GATE ITN HARDWARE FCR:PERMANENT LOCXING l 1 if 9.5 FEET t.lsl (IIOT TO EXCEED 1 01 Or PCGt PER'.MEIER) THERAPY SEAT r1 22 --o I0 r It MATER LINE POOL SECTION 1 18' to 24 6.O FEET NOTE: OE 8 •Q FEET L4 ' 3.5 FEET MOST 4.5 FEEL s -2.0 FEET -2.5 FEET 0 F E T a x 4 L 1 to -- SHIE1D LATCH eV' 1 TT, RICH CALV.CHAIN �'•; , - I:TtiK !'MESH 'MTH 2" (MA.(.) 4) : CPEitiINGS ( NON- CLAABABtE CROtr4D L �- CONCRETE (r'rP) r 41 N T A 'MAE To P u m P °-- 27' t 1O -\ 7 1/2"- WEIR WID TN >, 5' WEIR W1 TER LEVEL RANGE 3' BASKET CAPACITY ) 75 W ELECTRIC DIAGRAM PIPING DIAGRAM d l ANCHOR '- 8" ;n GRAB RAIL - T`rv0 0 20 0.C. e +1 1- T-x GRAB RAILS • t l O T E A0x.1s r O€CK ELE' /A not TO ALLOW FCR DECK FINISH ,PA TER LINE 1 1/2' At_ Hp FLT.AP W HAIR & LINT STRAINER I L S A R E N O T T O S C A L E FACE TILE POOL •WAll J • FACE nLE - MONOTROI VALVE J D i 1 t•TAIN GRAIN M fr1 HYDROSrA11C - " ?ELaEi' VALVE (SEE DETAIL). 1 1/2' RETURN 1t' ! CRAB RAIL - b' NIt� _ 6" M . COPING - ESCU TCHEON PLA TE 24 " r_ 1, i -- POOL CECA • +I -=r - _= L C,\N TILEVER EDGE POOL DECK %OPE SLAB 1/4' �--- PER FOOT, AWAY FROM POOL LADDER � A 3 8AR 1a" 13 BAR BRICK COPING EDGE �-- 2' SKIMMER - 2' MAIN CRAIN _ I RESSURE GAUGE & PRESSURE RELIEF VALVE �- CLEAR TOP - SAND FILTER 1 1/2' WASTE • • • r 0 ots . d >. Z ; >. m f M I L.� W jl Z W Or a` Ca W ce •• W 0 1. It' PE_CL `, 2 PESOL 3/4 PES£l 1 PE.fL 1 t/2 PE`C 2 RAZE GPi~1 o ao' To14 40 55 70 84 90 1 1 PAC -FAB TRITON HT RATE SANO FILTERS: POOL ews -IKY. t- MAY. I tba • LEGAL DESCRIPTION LOT: I �I' ' 1 81 CK: 1 ,r . SU601`4510N: ki'l k '1 1 OS n r l4 o H IA. 4410 ,...0 PLATBOOK : 10 PAGE .- I 0 OF THE PUBLIC RECOROS CF DADE COuNT•r, pi 1 A STA• -Rtfit MAX- E -G1AS PUMPS • 28 OAIS. GENERAL NOTES t . ALL POOL ;UNTIE OR CONCRETE SHALL ATTAIN 3000 PSI CCMPRESSM STRENG' ++ WMTIUN 2. REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTS• A615, GRACE 60. 3. ALL P:P1NG SHALL BE PVC SCHEDULE 40, APPROVED FOR USE iN POTABLE wA'ER 4. INSTALLATION OF LIGHTS, JuNC11ON BOXES, GROUNDS, ETC. SHALL GE 'N ACCCRDANCE 'MTH THE REQUIREMENTS OF SECTION 680 CF THE NATIONAL ELECTRIC COLE. 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERV10E FOR THE OPERATION OF THE MOTCRS LIGHTS, ETC. THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT fT +E POOL F.:it: PAAENT LOCATION .F !r IS NOr 'MTHIN 50 FEET CF THE FUSED SWITCH SERVICE PONT 6. THE POOL Pi;MP MOTOR, UCHT, HANDRAILS AND LADDER CR GRA, RALS StiALL -LSE i3CtODED TO THE POOL STEEL 'MTH A # 8 SOUO COPPER WIRE IN A 3/4" NON- CORROSM. CC{401:IT. 7. PUMP EQUIPMENT (INCLUDING FILTER ANO /OR HEATER) SHALL BE LOCATED At3CA THE REQUIRED BASE FL000 ELEVATION OR FLOOCPROOFED. 8. ON SITE INSPECTION INDICATES SAND AND ROCK WITH A 8EAR!NG'CAPACITY OP 2.0 KSE. THE CONTRACTOR .SHALL NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE ENCOUNTERED. 9. ALL PATIO CONCRETE SHALL ATTAIN .3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS 10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SFI3C SECTION 5004 a 11. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE, OR WALL MTH SE1F CLOS4G ANO SELF- LATCHING GATE (SEE DETAIL) IN ACCORDANCE WITH COOS REQUIREMENTS (NSPT APPENOTX). SI TE PLAN SCALE : I , O REQUIRED FLOW RATE (OPERATING 12 HRS /OAP) : 16.11 CPU RECCT FLOW RATE (OPERATING 8 PHRS /QAY) : f lAt4 GFT4 2 io ELECTRIC LEGEND P0o1- LIGHT S`hMTCH GFl RECECTACLE POOL Pt,1AP TRANSFOR, .R 0 ,IUN11014 BOX - wA LINE -- COPING 4 LAIN. 4" CCNCRE TE SLAB WITH o r 6, 'W1.4 x WI.4 Wd'II!4 ON COMPACTED FILL (3000 PS1 CONC.) •N TN 1 f 5 CONT. -- POOL BOTTOM r' S. JUNC ON BOX MO -t-JMP sMTCH 18" K 18' x 24' GRAVEL SUMP FILL WITH 3/4' GPA'.EI MAIN DRAIN POST 0 10 FT. O.C + 4-4U r - 1: t-r•: ,*v • I DECK 1. • 1•�Y • 1 • •' i .r • '4e. [. s 10' Mir, . 20' MA.(. M (A) WATER LEVOE : ,d (8) POOL OEP TH : d (C) FLOOD Cst: TER1A : (0 PUCt a4`rcu ELEVATION (A -8) : (€) UP -Lin, HEAD (C - D) : (F) NYCROS> A rC YAI.!IE ; q (0) BOTTOMLtM WMJ. S,ABs TOTAL AO,:■STEO HEAD (E+F+G) : SURFACE AREA : 1 to SIFT POLE CAPACITY : 12 > i _0_00 GALS s FENCE CAD- VINO COPING (OP nowt.) 8 x 8 THICK. EDGE ,-- SLCPE NOT TO EXCEED 1: 7 To 5 FEET DEATH. PNEUMATICALLY PLACED CONCRETE �� 1tislL 6' ratrArIIs i> x_ s' TCP & 6" BOTTOM (r v.) BOTTOM OF POOL : b" REII'FORCING : #'3= Ti 4- `-€;Tf- t 7AEOA8EES) 3 0 12' (T'rP• ) ANTI- VORTE GRATE (6 SO•IN.U1N. CPEN AREA) HYLROSrATTC VALVE w.; TF_R LE'.EL - 8' (►•TIN.) CONC. _ ALL AROUND - CRAIN SUMMP 2 / 3EW -- 1 t/2' A PERFORATED PIPE a 1 _ • ..,�1 • ij � #8 SOLID (CU) 3/4' NON - CORROSIVE COr4CU1r # 3 BARS EW 300 WATTS- 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE LIGHT, SELF-CLOSING 3x Poll TIFF SELF -LA TCti!,NG GATE ITN HARDWARE FCR:PERMANENT LOCXING l 1 if 9.5 FEET t.lsl (IIOT TO EXCEED 1 01 Or PCGt PER'.MEIER) THERAPY SEAT r1 22 --o I0 r It MATER LINE POOL SECTION 1 18' to 24 6.O FEET NOTE: OE 8 •Q FEET L4 ' 3.5 FEET MOST 4.5 FEEL s -2.0 FEET -2.5 FEET 0 F E T a x 4 L 1 to -- SHIE1D LATCH eV' 1 TT, RICH CALV.CHAIN �'•; , - I:TtiK !'MESH 'MTH 2" (MA.(.) 4) : CPEitiINGS ( NON- CLAABABtE CROtr4D L �- CONCRETE (r'rP) r 41 N T A 'MAE To P u m P °-- 27' t 1O -\ 7 1/2"- WEIR WID TN >, 5' WEIR W1 TER LEVEL RANGE 3' BASKET CAPACITY ) 75 W ELECTRIC DIAGRAM PIPING DIAGRAM d l ANCHOR '- 8" ;n GRAB RAIL - T`rv0 0 20 0.C. e +1 1- T-x GRAB RAILS • t l O T E A0x.1s r O€CK ELE' /A not TO ALLOW FCR DECK FINISH ,PA TER LINE 1 1/2' At_ Hp FLT.AP W HAIR & LINT STRAINER I L S A R E N O T T O S C A L E FACE TILE POOL •WAll J • FACE nLE - MONOTROI VALVE J D i 1 t•TAIN GRAIN M fr1 HYDROSrA11C - " ?ELaEi' VALVE (SEE DETAIL). 1 1/2' RETURN 1t' ! 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