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PLANSWELDING CODE C MF LtNCE ONCE OCCO) PWDV(f CONTROL DLVIS OWN NOTICE OF ACCEPTANCE (NOA) FGT Industries MIAMI- I COUNTY, FLORIDA , METR FLAGLER BUILDING I40 WEST FI 1GLIM S1' MfT, SUITE 1933 MIAMI, FLORIDA 3313 (305) 375941 FAX (305) 375 -2908 PM. Box 1539 Nokomis, FL 34274 Sews: This NOA is being issued under the applicable Hiles and regulations goveening the use of cc etnaet en materials. The documenWion submitted has been reviewed by Miami-Dada County Product Ccxtrol Division and a .pted by the Board of Rules and Awls (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Raving durisdion (AHJ). This NOA shall not be valid alley the expiration date stated below. The Miami -Dade Cc*anty Product Control Division (In Miami Dade County) and/or the Atli (in areas ether than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or atrial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or susper4 the use of sucks product cc 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 cede. This product is approved as deemed herein, and has been designed to comply with 7 -e High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series ED-101 Outswing Aluminum French Deer w/ Sidklitcs - Impart APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Boor w/ Sidelites ', sheets 1 through 8 of 3, prepared by manufacurer, dated 7 -12 -99 and last revised on 01 -17 -03, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration elate by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Smell 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 he RENEWAL of this NOA shall be considered after a renewal appEcation has been filed and there has been no change in the applicable building code negatively affecting the perfo n ante 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 proc 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 pry 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 stall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA ti 42- 0702.01 and, consists of this page 1 as well as approval dccurnent mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 02- 0927.13 ripiration Date: February 13, 2408 Approval Data: February 13, 2003 Page 1 7-- 33126 MAX. -- 33 3/8 1A1X. 1 4.000 --� 4.000 4.000 4.000 13,00 OAVGHT / 4.000 (4.000 4.040 xx 25 MAX. r OAYUGHT -1 /,\ \ j \\ \\ 13„50 MAX. 1 ∎` 4,000 _*. E--- 4.000 Four 1`4' Tope or 6 /14 Sorrow R.q'd at this Location. Top 4 Bottom. 36.125 MAX. 333/8 MAX, QT 13.90 MAX. 4.000 4,000 4.043 • OPT10M5: SSEE Slur 3 MR GL 4ZTNG OETM.3 OP11014 1 -- .402 ...a_c_ J, te MEAT STRL»31T .090 INNER LAVE 1 ' ' ANNEALED 0111114 '2 - .402 (3/67 LAINATED (3/16' HEAT '.2 r .7 )! .0990 NNW LA EA f/1 T CP7kW 3 - 7/16' LAWN4IED (,x/16' HEAT .090 AER LAYER 3/16' ANNEALED 417:41 4..- . 7/16" , L4..,."'Ar (3j r , x #7 Jrr i;0ii iesc - 4 .ww wihrir LA,iiP, 3/ to suchGTwto 2) OESKti PRESSURE R41 (*SEX TABLES SHEET 2) ANCHORS: MX MOM CDOOR ORNERS: a500 6: SLL) MAX FROM CORNERS: 6.000 ) MAX SPACING AT HEAD & SW taw AWL SPACING AT JAMBS: 21.000 4.) SHUTTER REQt vT; SHUTTERS NDr REQUIRED 5.) REFERENCE TEST REPORT: F71.-2067 6.) SEALANT TO 6E APPLIED ARMO THE FRAME' CORNER & PANEL CORNER salt • { i 13.250 6.000 t 21.000 MAX _ 1 .000 2 i T 'l Loa 1 47.875 14N0E LOC. TrP1C/4. Robot I,. Ckrk. P.E. PC 139712 Structural 83 1 /4 OPENING TYP. 1070 TECHNOLOGY ORI NOCCMIS. n. 34273 P.0. 00X 1624 N0(0441s. 17. 34274 O XQ nor Serbediiase FD -101 NTS stwb 1 0a ELEVATIONS OXXQ & OXO ALUM/NUM FRENCH DOOR W/ SIDELITES No• 972 0 406IPARATIVil ANALYSIS el Heat • TAKE .090 1. - GLASS OPTION 1 La , 1/8 Annealed 420. 01 Slabs Qty. Of ' SIabs 8kkllt WIdtII M x. Or W s 79 i5d 1, 83166 79.750 81750 87. 1.7 1 50 0 x 0 1 22000 37 -75.0 5 5 S 72 -792 -68.8 75,0 75.0 725 70.2 63,8 t A 75.0 -74.7 4 -73.2 708 -68,6 -67.1 74.7 73.2 70.8 68.5 67.1 1 75,0 75.0 -64.7 -6a2 -610 -59,0 -58.2 04.7 53,2 61.0 59,0 50.2 , -75.0 ' 1 31000 - 75.0 , -55.4 -53.6 -516 -511 .48.9 55.4 53.5 51.6 50,1 48.9 75.0 1 36.125 75.% _ -48,9 -47.5 -454 , -43,4 -41.8 48.9 47.5 . - . .4 414 1.8 75.0 75.0 75.0 -75.0 .___ .__ ___ - 2 6 -7 $.2 -68.8 7 75.0 ., 72,5 70.2 , 68,8 760 28000 71.750 .7 4.7 . 75.0• - 73.2 - 70 8 - 68.5 - 67.1 , 71 750 74.7 73.2 70.8 68.5 67.1 N x o 30000 71.750 -64.7 -63.2 -510 -59.0 -58.2 33.000 64.7 , 63.2 , 61.0 59.0 , , 58.2 45.0 33.000 71.750 _ -55.4 -53.5 -51 -50.1 -48.9 2 50.4 53.5 51.6 50.1 , 48.9 _ - 36 71 -48.9 -47.5 , -454 -43,4 7 41.8 48.9 47.5 45.4 , 43.4 _ 41.8 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 3/16a Heat strgnOthened, .090 Inner Layer W Hee 2 Strengthened . , - hts Qty. of Slabs 1 420. 01 Slabs Width Max . 00 Widths Widths 37 ' 79 i5d 1, 83166 :., at ik - ,c. 9¼1J0 - 65.166" f x 0 1 22.000 37.500 .. 1 -75,0 - , -,. -750 _ . ' -75.0 -75.0 -75.0 _ 75.0 -75.0 7o.0 -75.0 __ ro.0 45.0 75 , K -75.0 - 75.0 -75.0 1 26.000 37.500 75,0 75.0 75,u 75,0 75,0 75.0 1 33, 000 37 .500 -75.0 - -75.0 -75.0. -75.0 -75 75,0 75.0 760 ' 75.0 75.0 1 33, 0o0 . 37.500 , ...., - - 75,0 ' - 75.0 -75.0 -75,0 4 -75.0 ' 760 76.0 - 75.0 , __ .ib.0 - -, ' 70.0 1 31125 37.500 -760 -75.0 -760 , -760 -75.0 75.0 75.0 , 75 .0 75.% 75. 60.4 2 22.000 71,750 - -76.0 - k- _ -75.0 -75.0 -75, - - - - - .I 75.0 75.0 75.0 __ 75.0 75.0 2 28. 000 71. 750 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 760 75.0 75.0 75.0 75.0 Iht 2 • 33000 .. 71 750 -75.0 -760 -75.0 -75.0 _ , -75.0 75,0 75.0 75.9 75,9. 15.0 2 .. 2 33.000 71750 -75.0 - 75.0 - 75,0 -75.0 45.0 75.0 75.0 75.0 75.0 75.0 75.0 71. 750 2 36.425 71.750 -760 -75.0 , -75.0 -75.0 -75.0 • 75.0 75.0 75.0 75,0 75.0 dotiOAmTivel ANALYSIS TABLE 3. - GLASS OPTION 3 3(16' Het trent hened .. 090 loner Layer, 3116' Angeaied L 1 0xo 1 Qty. of Slabs 1 EIcrentie Width 2'2.000 Max. I ' : He Widths 37 ' 7,.75p -750 . 8a -750 87.750 45.0 k 91.750 - -750 , 95.750 , -75.0 .500 75,0 , 75( _ 73.0 75.0 - 75.0 1 28.000 37.500 -76.0 . -Ad -760 ' -75.0 -75.0 75.0 75.0 75.0 75,0 75.0 1 30.000 37.500 -750 -75.0 -75.0 -75.0 -75.0 75.0 _ 73.0 75.0 75.0 75.0 1 31mo 37,560> ' -75.0 r -76,0 -75,0 -14.7 414 : 75.9 75.0 7 0 74.7 -226-- 1 38.125 37.500 -70,0 -67.9 . -65 .7 -, 63 -63.1 -60.4 , . , : , 70.9 417.9 65.7 63.1 60.4 o x x o - 2 22.000 ,,., -760 -75. 0 -750. -75,0 -750 71 750 . 75.0 75.0 750 75,0 75.0 2 .. 28000 71 750 -75,0 -75.0 -75.0 -75.0 -75.0 760 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 45.0 -75.0 -75,0 -75.0 _ 75,u 75.0 75,0 • 75.0 75.0 2 .. 33.000 71.750 -75.0 -75,0 -75.0 - -74.7 -72,6 - 75,0 75.0 75.0 74.7 , 72.6 , 2 36.125 71. 750 -70,0 -67.9 -65.7 -63.1 -60.4 70.0 67.9 65.7 _ 63.1 _ 60.4 Qty. of Wants Max. Door Slabs Width Widths 9.750 83750 5,0 - 75 0 1 22.000 37.500 -7 75.0 75.0 -75.0 1 28.000 37.500 -MO 75.0 75.0 -75.0 -75.0 1 30.000 37.500 75,0 75.0 -75,0 -76.0 1 33.000 37.500 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 22.000 71.750 -15.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 71.750 -75.0 -76,0 -75 0 -150 o -75.0 - 750 -- 150 Ta.cy 2 30.000 71.750 -75.0 -75 0 -75.0 -75.0 50 75.0 750 75.0 75-0 2 28.000 H1 hts 87.750 91,750 95.750 -15 0 -75,0 -75.0 71-0 75.0 75.0 -150 -75.0 -75.9 75.0 75.0 75.0 -750 75.0 -75.0 -75.0 75.0 75.0 -750 -75.0 7 -75.0 760 75.0 75.0 7:7 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 X 3/16" Heat Stren i ened .090 nner -r 3f16' Heat '- hened 2 2 33.000 71.750 36.125 71.750 - 7ao 75.0 -75.0 75.0 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 -75.0 -75 0 -75.0 -75.0 760 75.0 75.0 75.0 75.0 NOTES: 1. NEGATIVE DOWN LOADS BASED ON TESTED PRESSURE MD GLASS TABLES MN E 1300-98. 2. ROSPA DESIGN LOADS BASED ON WATER TEST PRESSURE ANO GLASS TABLES ASTI41 E 1300-98. A 3. GENERAL: 0/0 al DAYLIGHT OPENING Z126 HEIGHT DOOR HEIGHT -10.875" 0/0 WIDTH SIDELITE SIDEUTE WIDTH -2.750' 0/0 WIDTH PANEL a PAM. WIDTH -12.500' 1 Rabat L. Clark, P.E. PE #3/12 Structural 1070 TECHNOLOGY ORNE Noxoms, FL 34275 P.O. 00X 4529 KM" n. 34774 L4: ..F. ;... MIS & ADO NOE J .8/20101 9-PER LETIER 8/17/01 um.T. 119. 7/12/99 mow/ Ramp Nompek4fteilk e MOS .3 Omper$41bm DESIGN PRESSURE TABLES, OXXO & OX0 nu. ALUMINUM FRENCH DOOR WJ SIDELITES Serlwilio4at Scale: Sheik Drawing No. fT).-- Ulf NTS 2 of 8 972 3/19" HEAT STRENGTHENED .040 INNER LAYER (SEE NOTE) 3/ 18' HEAT STRENOTHENE0 SIQEUTES Ot aZ t G ek11014 4 7/10- LAMI.NaTEQ 3/19' HEAT ST 1 NED .090 INNER LAYER (SEE NOTE) 3/19' HEAT STIZINGT1-4ENEO REFERENCE TEST REPORT: F7L, -2067 --a]f 3/10' HEAT STRENG11 ti} .040 INNER LAYER ( Hon) 1 /a' HEAT STRENOTTENED S�. ZING OPTI2NN 2 ACILCILELWANAtEa l8 SIOEUTES 3/18' HW STRENGTHENED .090 IMER LAYER (SEE t101E) 1/7 HEAT MOTE INNER LAYER PA4Y BE DUPONT BUTACITE P43 OR SAFLEX/KEEPSAFE MAXIMUM 1070 TECHNOLOGY °RIVE NCKOtlt$. El. 34135 P.a eOX 1520 MOCC•% FL 34114 Rood Ps I Ma F,X 1 /1 7/0t3 3/10' HEAT STRENGTHENED 3/10' }EAT STRINGTHERED too 121NER LAYER (SEE NOTO naNu! LAYER (SEE NOTE) 3/1er ANNEN10 3/10' AMEM.EO t 4a 8 20/01 a a 7 10/99 GLAZING DETAIL 1002 SIDELITES GLAZING OPTION 3 7J16"A4M!HA O ALUMINUM FRENCH DOOR W/ SIDELITES Satimtilask 3ccift S *wing n3 NTS 3 or 8 972 0 EXTERIQR INTERIOR EXTERIOR 1 3.100 1 INTERIOR • HORIZONTAL, SECTION 0xX4 HORIZONTAL SECTION REFERENCE TEST REPORT: FTL -2067 37.500 OUTS'1INQ OUTSWINQ 68284 ----- PAt cc 71.750 28,000 25 -- arose UVC 33 3/8 cocoa VAX SEE SHUT 3 fO+R ANC7'S "1.48d L. - PC 2 P.E. Sbuthsal SEE SHEIT 3 FOR ANCI1ORS 1070 TECHNOLOGY 4814E MILS PA edit 152 Nam R 3 404 wagAr F.K. 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IIIPIIIPX -11F. /1 "XdIIIIIIIIIIIIIIIIIII IF X0 1 1111111 WIMP II:X.7.1101 11[410::11INNN Piti-A1111 Mt nSIIF 7.,Rfo.A11111 II WO A 111211117: ri/G- hiMbliill EtP.EtiViriallI113701 11 0.111ENIMITACIlifflakrAtaLS:17A11111111111111111111111111 PPla ux !WM 1111111111111 .0MCLOALMIIM=allIMMI=VM211111111111111111111111111111 11111•1111111111111 IllUargeelinii:I.rerfiwir iqyzaw,ilizy_4) tam. ny Kiwi +wow. MallIMILIAMMNIVALWIMIEIMILWILM:17K7.41111 Er: IMO X 1 ." 127211c7/72. IIIIMIIIVAIIIMMIterACKALE IllcfIIIILLz 1111,11)/1 a poilt .Jr. - -. - 7.'' , !! t"1"1, . • . AMES: 1. Q lYS 14 BRACKETS ARE MA OXO CONT1CURATICH 2. REFERENCE TEST REPORD F7L-2067 1 i. 1 070 TECHNCtOGY ORNE Naccurs, FL 34 275 aCCIC 1.529 40004413 ft 34274 . . 1 17 FIC 910 FI( 8/20/01 Draw. te 0, a sw*Kiloodee F13- l I M2/99 0-ivo ctoc mks sw 0-AO 1/16L.G. 84 LE77FR 8/I/01 BILL OF MATERIALS PRO DOCr az at t a. nor*, Ampos -‘&11.111ZI - toksiira g new ALUMINUM FRENCH DOOR WJ SIDEL1TES Ni6 osin. Ha NTS 5 of 8 972 4.5 A000 • O DOOR PANEL HEAD & SILL 6063- ALU ..0_1 WEATHER STRIP ctimna 6063-45 ALUM. CI HINGE EXTRUSION VY 6083-45 ALUM (7.:\ DOOR PANEL JAM 6063-T5 ALLM. .125 O 1.500 TRUSS CLAW 60 63-T5 ALUM. O DOOR PANa. INTERIOR ASTRAGAL 6063-T5 ALUM. 1.272 FRAME HEAD k.f.) 6063-T5 ALUM / 1 1 PC V31712 P ' L Stnitt.tal 4,875 1.750 1070 TECHNOLOGY ORIW MX0104 a 34275 PA Rom tam MCKCV" 11. 34274 4J 00 \ PANEL. V.) DaERIOR ASTRAGAL 6O63- ALUM r,"•% OUTSWING THAESHOID k.ff 6063-45 ALUM f7A FRAME JAMB VI 60 63 15 ALUM. yos to-tio MG SHT F.K. 971i/02 C-NEW stir 19,9/02 Oftettablir EXTRUSIONS PROFILES DOORS 44"1344. fliti4I lb lariqNsto 1E77. - ALUMINUM FRENCH DOOR SIDELITES Sado/Was. Saloc Shoe Drawillip Pah Fo- to; NTS 6 of 8 972 17 .082 --it- 1.800 37 S1DELITE BOTTOM RAIL 6063-T5 ALUM. SlL1£!1l'E ,44441 ADAPTER ' 6063-13 ALIfAI` S10ELITE HEADER 36 6063 --T5 ALUM. 1 Structural 1070 =MEOW Ofate 14CKOhn A 34275 pa vane 1520 WWI FL 34274 SJDEZJTE JAMES 3s 6063-T3 AMA IttNVIIVIS Wait dbe Mods Oft rwabrNt t 17 /43 0410 Old T S SUT itabiadt 99/02 C—NEW Stff 9j9/02 EXTRUSIONPROFILES, SIDELITES raw ALUMINUM FRENCH DOOR W/ SIDELITES Fu-tot NTS I 7 d 8 1 " 972 1.724 Ix (sir NOTE 1/4' TAPCQM (set NOTE I) TAP. HEAD 114 PANNOD 1 1.500 x �.�2�5 y 0 TYP. JA�6l8 #14 PANlfFAO TYP. SILL TYP. SILK, 150 "Rtngresur /14 RA1MMEA° TYP. HEAD ve Ti,A om -.4 1.500 (SEE MOTE 1) ! 1 .1 ` '�• TYP. JAMQJSIOELI TE • . . • : • • �•� • L- tavern' TYP. JAMB 112 SPACOIG (SEE ,VOTE 3 ON SHEET 1) REFERENCE TEST REPORT F7 L-2067 .25010M 1x 13 • : %A: t 1•340 • TYP. SIDELITE SIL4 TYP. SIDELITE HEAD 1 4` 7.tPCON (SEE NOTE 1) •.. • 1070 TECHNCLO f of NCK0i0S, 11. 34173 P.O. 800( 1 529 X000119. ft 34274 NOTES; 1. USE GYVRY (MW - 0+40( COUNTY APPRO1E0 ELCO OR lflq TAPCGWS Z INSTALLATION OF at MX» BUCK Ti? 11.E SU8STRATE ENGINEERED SEPARATELY MO 1O DE RLME1#ED 8y SULIMO OfFXCLM. INSTALUTKN OF 1 e WOCO WOK TO THE SU83TRmTr TO Elf MOWED sEPi4RATQY. Sri its gs rift FX. Orme Its /41 9 X02 82%1 X112 99 0..cro .s ANCHORA •• i s •• t TYP. SIDELITE HEAD if 4 PANHEAO TYP. SIQELITE SILL Nosoform 0—NO CHO THIS Stir MOAN 9-PER LETTER 8/1710: Imam Astivivia l3kiis addiliessio agaimbe ALUMINUM FRENCH 000R W/ SI DEL I TES RI-10 NTS1 8 dit 8 972 141'6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI- DADECOUNlY, FLORIDA Mt1RO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 3752905 PGT Industries P.O. Box 1529 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 Rules 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 AHJ (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: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 ";1rnless 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 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 ids entirely. 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 # 01-0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.12 Expiration Date: Novernbcr 22, 2006 Approval Date: July 12, 2002 Page I 7 I/2' — ).3.750 111[. I'e 1 7 1/2" --11}- X 31.500 2 POINT LOCK OPTION 13 --- MAX. ON CENTER 7YP. HEAD dr SILL 5 1/2' _L 13.5 n-P. MAX. .5 1/2 SEALANT ON FRAME CORNERS dr PANEL CORNERS 7 1/7" — MAX. oN cENFCR TYP. HEAD IF SQL 71. 739 M4 2 POlnT, LOCK OP V 1 Robert L_ Clink, P.E. t'. E. 1 39712 Structural 7 I/2' — 7 1/ 1 5 1/2 13.5" 0) added 2p(. lock inlo f•. n 1KI aY�( . • 1 1 /IJ /W Br D B. 11 7/16/96 13.5 TY, MAX. 5 1/2' SEALANT ON /'RAMS CORNERS k PANEL CORNERS LARCE MISSLE IMPACT DOORS ) CI-A.7/NC. - . .01 / .64 LAMINA W /INrc 5:R (mONSANTO OR DUPONT) 2.) CONFIGURATIONS. X. XX J. oESKN PRESSURE RATING: J .( 64 LAM 75 PSF - 73 P,S F o ..O1 CLIr 60 Afi.F. -6crrs .7 .17:HDNST. MAX. 7 l/2' 721047 C'ORNCRS (NEA0 . Slll) MAX. 5 1/2" FROM C0R7:E175 (...44.46) MAX SPACING Ar HEM do 5(1L. 13.000 MAX. SPACING A 7 .M..46. 13.300 5.) 1 SHUrrrRS REQUIRED 6.) REFERENCE TEST REPORT: 171.-2241 7.) FOR LOC)C■'G ASSEMBLY OPTION - SCE SHCEI 3 OF 4 /q.1►. • 1/11 or.r ut 1 4 M y ® 1070 Technology 0F_ Nokomis, FL 34275 515'0 - 101 French Door — X, XX � St1'x rN(111u1T NEV1?1:O !'III•( ..1111 J. (1•14 O.M1gl CM. 4....p.... N._92-0 7 I r..flt� u.w,IV:1 i• MA. .J DM* I'IRODUCT REh EWt:13 . CC1:r7 encl n+ °■- Oy l .o4 1 I -[T1•nl NaV 110,11: 14(.1.,11 f 17, 2no(1 41!44* ♦ IK V11101.1 Owl 4N1N44UUL QJM I.YNCE 0111C SC..l 4 o.. -.^. .. 971 INDUSTRIES 95.750 93.625 489 EXTCRIOR ROUGH OPENING 1.272 4.000 4.000 250 MAX SHIM SPACE ROUGH OPENING �^ SEE SHEET 3 FOR ANCHORS 3.000 - { — 3.000 —1 -- 25" — £AYUGHr OPENING MAX SHIM 250 SPACE 1 1.479 LN ZERIOR 84 3/4" W YUGH T I OPENING VERTICAL SECTION INTERIOR 1 -489 - . 250 t MAX SHIM SPACE ROUGH OPENING /1),(/Ro IJ. Gal k, u.•Tl+r: P E. 039712 ° B ' V�'/°o Structural a. " D.8. 2/16/98 HORIZONTAL SECTION D) s odded 2 PI. I OC into Ja+omnc..JLimi_eul.4 n..fr.c , /94 obr m. Own. ACV Av.' , 1' SWO- 01 1070 Technology Dr. NC/KC/M/5. fI. 34275 French Door E Ievotions �<.. :n_.,. 1 1..4 fuouuCT iu.vta 0 •" ,*'.i &Wat c`4. A.agv..v n.Q2 -L93. 1 ispirwas 1 . ' ' �Q�- Mrrl U. r UMW.. 1. PRODUCT RtNEW nl10E1'I nNC7. N.. O' - 04 1XT1unitoN 11417. Nu* - (E1 c ; 2 rw oo*c x vw xf.■ {OL"'U 9 b4I1M4CL UIVK1 250 MAX $HIM SPACE ROUGH OPENING 97 11/17/00 /6 ANN. 3/16 ANN. {-- \/ r .0 Jt�.i w .090 0 ..� r 3/16 ANN. —1 3/16 ANN. —1 lee tr 111 M 1.489 1.489 AC 3` zso �• , r v �� SPACE 3.000 - r Sik4CE .3.000 --�^I ..OS' JA1f w /YnNS.IN7t SAP= rm ACM Y1 , n . 7 7 r :r . rr: f OR .L- 1�Lau- W /1X1�NT l7 L1 iN. FLYE'F .08-4.15 4 /OLPONT,B(n Lrrt IN7' ♦Y n r ."'� d ON SNrtr j $ NOTE 3 ON TNrrr Rf't Ir �ELCN SL NOTF PRFSS C PaTING- f60._e� , lf..y PRr sJR� RA77N!t I pg. rpO1N1CS REVISED 4• 1 o . ` �w wMN Urpwa. © ' t4s - 1- lZ R�f�eClrrrrM IMrMw I{ !11 NR2ODl3 RENEWED 3 POINT L OCK ASSY. AUCGiTANCY °j-�'►�`1 •� 4 2 POINT LOCK ASSY, UD'1RAIAV Uwit Note udcR 7O/7 Vy wRcfOOgq�g .1 .47 .. . OM176U>HtYi7YY &MT SW O - INDUSTRIES 1TEM • r 1],10• 11 :• WEI 0 • 1 • • • • . . EN VW Q rir 6 7 9 10 li 12 1C • • 0 10x17 6x1 . x 41( LCCK Q L H HD. H0 • • R0111.1 ? Phan SMS '4 TAP 1 LAM. 4S4 LAM W 454 LAM W MONSANTO POIN7LOCK AS Y. 41 x .75 Ph. Fr. Tex U PHIL • HIL. • N ON UA K 6 4 1 PLAT LATC INSERT 17 10x3 4 SCR. FLT. HD. PHIL Y 107.625 FL . 71 71 W r r BFP • • 7612FW 1 ail�A 55 S H 25 SUPPORT ASSS'. 4U LOK Vii» . • P 1 6 4 "00 X .190 QLON 6.200K 75 x .190 QL0K 29 P• OCK A Y. IINIPrir, Can MIMI !4WD NM DEAD-80i. OCK 4 A4 M W M •N • KM IIJ •N 2 - bow 3P TAY 2899C 7834FPT 4 1 0 2 2 2 0 0 r • • 6..M. /YOdte SWO -101 OTY/DESCRip VENDOR ALUMAX ALUMAX ALUMAX ch door SCHL EGLL. ALUMAX ALUMAX ALUMAX fl ORIDA SCRFLN ALUMAX 0AS7CC 1NUSTRIA0 ALUMAX US FASTEC INDTRIAL FASTEC INDUSTRIAL PG INOUSTR1QS AMCORP PCTiNOusr)iL$ MERCHAN FASTENER NA PONW,�ND. MERCHANTS T LA FASTENER MERCHANTS FASTENER GT 1NDUS MERCHANTS FASTENER FA 7'0 7'0 INDUSTRIAL SCNNf£ MORrkIrA3 PGr INDUSTRIES fAST INDUSTRIAL ostro9als,fr. lambs d: head' S CORP. .l f • • m • • i CH CL CORP h. astra al P GT INDUSTRIES r.h. astro o! H ARLOC C h. cstCCrao! HA - PW r.h. ostro HARLOC 0 r. h, oslra 01 1 _-tfPG DOW COHn4NG 0000 &IAA 7 YP. HEAD /12 PN4MAD rye. .51L( lL( .\ 7r) /17 7Un1G0 © TY?. PFAD ln J GRO ✓oST i9 r171 30`47 LOAD ID 74.46. , ' -4 1- *coo • TYP, �A JAMQ m Roh L Clark. RE. P.E. 039712 Structural DESCRIPTION 000R HEAD/SILL OCOR JAMB (Hi NGE • 'RACT� ICS 22.-50 x .187 FINSEAL STRIP • •� T R HANN -- FRAME JAMB FFIAMC HEAD Cu'.ZINC BUD P.2011 FORM L I TSWING rNR SHOL 5. 16x18 THR�i1 TRUSS CLAMP ©16x1116 TRUSS WASHER MI 6 j 6x 1: TRUSS NUT itj • . v+i 15 S •I 0) added 2 pt. lock info A.wd Br ant. D.•. i /1 /00 lk o.n er 0.8. 0000 By Dal.: °°I. 2/i6/98 V.T. A d 60376 65377 6792 _,� 4E . 2 eo Or 60080 6041 0 61069A4 MA 4 60378M 8 7WA5NA 8 7JNUTA 8 ? W 7955X 421 71034A 7FP M f r rn w.- t 1/74 0.1..! .00 t Mr. , 41' PGI 0 t9B d= b91. roil • 0Or loo t1; bo). roil` co. door fop d: bat. roil ea door lop do bo l- re eo. door lop .9 bo(. rail f b7000I.T Nt.v171.0 w complying "ha i0, Flan. Bolding Cody Aa4a N. 02- f01_ 1 Z Lapl tlo. Usk M m 4I LS U.tk Proton Cwt Yom°' 111.1.•.. 1070 Technolo9Y Dr. Nokomis, FL 34275 CORP. H.P.G. ILP.G. N.P.G. PGr INDUSTRIES SPENCER PH00000.5 _ French Door — Anchoroge /P.O-M. • nn(AM 117 sca. I SO•.t_ Urvwnq N.. 4 .74 97 VEN:JOR AF -19,37 AF-10376 APT1 Z7 f 5 7 4 - 197 AF 14379 AF - 10,380 AF-12J76 AF-12,375 AF -10378 4! 222W 4172 170 SM5504 4OBL0K RENt;;WZD M['1:1Trd+G. N•. 0 -Oy L0 IIl7DUN UA it No JEN•)( 2 1 . 120 0 b 0 141- Wit_,�t YMacM... , yl'�1•�0p�L 1 In vny L'J41':M h l)lY ttc'*7Rhktl t I . N.0 F 200X190 FOJPTAY 100 BO 820 899 INDUSTRIES v . • �.. -•.• r v vv 1.v . v . V I C11 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 1/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 AHJ (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 mariner, the manufacturer will incur the expense of such testing and the AHI 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: Series "640" Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. f � r e 41 NOA No 02- 1224.02 Expiratiou Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 lira r1OVU Ut U i-ur industries iu Page 15 I11IAMI•DADE COUNTY, FLORIDA MBTRO-DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (303) 375 -2908 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT 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 PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 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 -194 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. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR }44 "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR 44 "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 FOLLOWS: 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 LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 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. CONFIGURATIONS OPTIONS x 2 I x x 0 x eels 2 x 0 x UNEQUAL LITES o f UNEQUAL UTES xi UNEQUAL UTES 0 .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - 1 1/8" HEAT NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2-3 .DESIGN PRESSURE TABLES 4-7 SECTIONS 8 CORNER CONSTRUCTION.. 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 STRENGTHENED GLASS .650 NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" HEAT - STRENGTHENED GLASS .650 NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL Mow* F.K Mwd n.." pa F.K. Doe SH7.OJ Bd. a.r 12/17/02 MAirok A Miniamc REVISE ANCHORAGE NOTE I one 1070 TECHNOLOGY DRIVE NOKOANS. FL J1275 P.O. BOX 1520 N R. 34214 Via* &tar Omitslim NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT rant CA-740 NTS 1 + 11 or "rw 7045-0 A Lucas. A. Tum"r, P.E. PE 0541201 Mechanical 1 112" CENTERLINE INN 1 1/2" 11 \ 1 ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) F 6r"7K F.K e 13" MAX. O.C. 4" MAX, ;I I - 4" MA)C y ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT.1 NOTE 4) REVISE ANCHORAGE SEE MID -SPAN ANCHOR DETAIL TYP. (2) 3T MAX VENT TYP. 7" a 4" MAX. —� ANCHOR LOCATION TYP. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53' MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL / TYP. (2) i T 13 "MAX.O.C. 1 fr / 60" MAX. FIXED 13" MAX. O.C. 1 4" MAX. I I 4" MAX. --+ 30' MAX. DAYLIGHT OPENING ELEVATION "A' - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) 1070 TECHNOLOGY DRIVE hOKCeed. a 34276 P.O. sox 167D HOILOi4S, R.34274 Visibly Better "XX" & "XOX" ELEVATIONS CA-740 56" MAX. DAYLIGHT OPENING NTS 63" MAX. HEIGHT 2 + 11 14112" MAX. O.C. TYP. ELEVATION "8" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) 1- 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY S EE MEETING RAIL DETAIL TYP. (4) ALUMINUM CASEMENT WINDOW, IMPACT t.Mbr a.r iu.d, 7045 -8 A 56" MAX. DAYLIGHT OPENING 63" MAX HEIGHT Approved r templYVS wither Kral toads Pw.Maa 0014114 dee 12/17.02 A Poiderm 4a: da.6i fy Lucas A. Tumor. P.E. P£158201 Maciumniaa ST MAX. WIDTH 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) l 13" MAX. O.C. 4" MAX. 4" MAX. L ELEVATION (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY F.K. Wwwf Sy de. FX. Dow /2/17/d2 14112" MAX. O.C. VENT HEAD & SILL ONLY Fmk: 9//7/63 Aar A r'• Cfroolvd FF. 65" MAX. DAYLIGHT OPENING 141/2" MAX. O.C. "C" - 72 HIGH FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 72" MAX. HEIGHT 13" MAX. O.C. I_____ 4" MAX. 4' MAX. --' SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. I.� 4" MAX. 4" MAX --- i REVISE ANCHORAGE dr. — 37" MAX. WIDTH —, 30' MAX. DAYLIGHT OPENING 07' MAX. WIDTH 56" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING L-- / I --- -1 -13' MAX. O.C. 107011.04VOLOOV DRIVE NOK44119. FL 31271 P.0- SOX 1529 NOKOMIS. R 31274 Vvtb& Bran 63' MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. CA-740 4" MAX. 4" MAX. L ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING Nis 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) I t 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6-7 FOR PRESSURES) "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 3 ., 11 a.".. 7fM5 -3 A 56' MAX. DAYLIGHT OPENING 63" MAX. HEIGHT • . , 4 v 1 • 1: :F1. • • " • :1 *" • ` • VP •• •" 11 B 26.000 43.000 48.000 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 31.000 -75.0 70.0 70.0 -90.0 -90.0 -86.3 -90.0 -75.0 70.0 70.0 70.0 70,0 38.375 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -75.0 -70.4 70.0 70.0 70.0 70.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75,0 70.0 70.0 70.0 70.0 85.5 70.0 60.4 -90.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 -90.0 -81.8 -90.0 -57.5 -75.0 -54.3 50.625 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -90.0 70.0 68.4 -63.9 70.0 -90.0 61.8 70.0 57.5 70.0 54.3 -75.0 -51.1 54.000 -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 57.000 -90.0 -90.0 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 66.000 72.000 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 - 90.0 -75.0 -75.0 -75.0 -75.0 -76.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 •• -75.0 Elleallailad -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -81.0 -90.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -89.6 70.0 -86.3 70.0 -90.0 70.0 -90.0 70.0 - 69.969.9- 67.867.8 -90.0 70.0 . -90.0 70,0 70.0 59.0 70.0 -75.0 -52.8 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 52.8 -58.9 -90.0 -54.9 -75.0 -49.9 63.9 70.0 58.9 70.0 54.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 47.9 -90.0 -72.4 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.8 70.0 44.8 60.000 ® 6 70.0 75.0 70.0 EMI 70 0 1 7 • • IM E11:133 4 8. 4 1.1 1 NICIEM - 70.0 -75.0 IFEEIEMO -56.2 -90.0 -50.4 -90.0 -45.2 -53.4 -90.0 53.4 70.0 -90.0 -90.0 -84.2 -90.0 -68.2 -90.0 -51.3 -90.0 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 49.8 70.0 -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -75.0 -42.2 56.2 70.0 50.4 70.0 45.2 70.0 42.2 63.000 -47,7 -90.0 -42.4 -75.0 -39.7 -38.6 47.7 70.0 42.4 70.0 39.7 38.6 70.0 69.000 70.0 70.0 70.0 70.0 65.0 70:0 WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS W 7E RTS: FTL -3580, FTL -3587 GLAZING OPTION: C. " LAMI (3/16 "A,.090,3 /16 "HS) 7 .4 ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" x .000" HIGH 1 -90.01 70.0 37.000 43.000 48.000 :125 421. 000 48.000 31.•00 38.37 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 50.625 54.0 WIDTH • )L1 26.000 weima.mgiggriaminau Lass D -75.0 70.0 -75.0 70.0 1r -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 60.000 68.000 72.000 74.000 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75 70.0 70.0 70.0 70.0 5.0 70.0 -75. • •.0 -75.0 70.0 -70.4 70.0 -67.9 67 70.0 70.0 70.0 70.0 • •i] 70.0 Wila -75.0 -75.0 -75.0 -75.0 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 70.0 88.4 61.8 57.5 54.3 52.8 1120 70.0 ISM -63.9 -58.9 -54.9 -51.1 -49.9 63.9 58.9 54.9 51.1 49.9 -60.0 -56.1 -51.8 -47.9 -46.4 70.0 70.0 70.0 70.0 65.2 80.0 57.000 60.000 -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 56.1 -53.8 51.8 -48.6 47.9 -44.8 46.4 -43.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -69.5 63.0 -60.8 58.5 -58.2 53.8 -50.4 48.8 -45.2 44.8 -42.2 43.5 -41.1 70.0 70.0 70.0 69.5 80.8 50.4 45.2 42.2 41.1 63.000 -75.0 -75.0 -75.0 -67.5 -58.0 70.0 70.Q 70.0 67.5 58.0 53.4 -47.7 47.7 -42.4 42.4 -39.7 39.7 -38.6 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS; ALL "XX" SIZES UP TO 74.000" WIDE x 83.000" HIGH TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS' "XX" WINDOW'S GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /18 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 83.000" HIGH Awed AV F.K. Kna101t /4aw OPIPM F.K. Aft L17A13 Dee Orle 12/17/72 A RnY4�c 7564d7 Ar REVISE TABLES 1 AND 3, GLASS TYPE A A. 5/16" LA 71.1 70.0 485.5 65.5 - 60.4 60.4 -59.0 59.0 "XX" MEM . GLAZING OPTION: 8. 5/16" LAMI ( 18' ,.0 ,1 'H ) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 31276 P.a BOX 1020 NOKOMIO, FL 342M "X" WINDOWS 1/8"A.090 1 /8 "H "XX" WINDOWS COMPARATIVE ANALYSIS TABLE 3. BASED ON. 1 /4" TAPCONS OR #14 SCREWS TEST REPORT: FTL -3582 )"-e:1-75.01 70 0 TEST REPORT: FT1;3580 Vatbb Bet"n B. 5/16" LAMI 118 "HS,.090,1 /8 "HS 1- 90.0170.0 TEST REPORTS: FTL -3582 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 48.7 P.S.F ii tkowlibm PRESSURES- X & XX CONFIG, WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT awa"sa CA-740 NTS ar. LP. 4 • 11 TEST REPORTS: FTL -3582 FTL -3587 7045 - 8 -45.6 45.6 -43.9 43.9 - 42.2 42.2 -90.0 70.0 -87.8 70.0 -84.4 70.0 NOTE "X" WINDOWS WIDER THAN 32" AVAILABLE AT MAX. HEIGHT OF 63" ONLY. IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F A Approved or amply*" veldt tea taar+ea e Deis # _ - MOAN Proioa Co 70.0 Lucca A Tumor, P.E. PE 066201 IrdnNcd 70.0 70.0 70.0 63.7 70.0 Deal is F.K. Die .Y1 W rbrk.e A TAE 0, GLASS TYPE SA a C REVISE DL 1070 1EGMMOLOOY DAIVE P,0. 6OX 1028 mamma, FL 34774 m.w. PRESSURES - O S 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Aral qc Dr: /Waa -Ira... ALUMINUM CASEMENT WINDOW, IMPACT �..+ D.i Visibly at/sr logo, arr. 0....06. CA-740 I NTS 1 5 0 11 7045-8 1< 1 1'n 1z d rn D s F,K. Da" 12/17,02 rClydd a 0.� COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4" TAPCONS OR *14 SCREW ` "0" & "1/4 -1/2 -114 XOX" WINDOWS 'EST REPORTS: FTL- _ _ FTL -3582 "0" "XOX" 26.000 31.000 36.000 38.375 43.000 48.000 50.625 VI • •• •• ... . 0.. . 5 B -00,0 70.0 -75.0 70.0 -75,0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70,0 -90.0 70.0 -75.0 70.0 C -90.0 70.0 A -75.0 70.0 8 -75.0 70.0 C -90.0 70.0 A -75.0 8 -75.0 C - 90.0 A -75.0 8 -75.0 C -90.0 A -75.0 B -75.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 C -90.0 70.0 A -75.0 70.0 B -75.0 70.0 C -90.0 70.0 A -75.0 70.0 -75.0 -90.0 70.0 70.0 7 -90.0 70.0 -75.0 70.0 -75.0 70,0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -70.3 70,0 -75.0 70.0 -90.0 70.0 -65.0 65.0 -75.0 70.0 -90.0 70.0 - 60.8 60.8 -75.0 70.0 -90.0 70.0 - 58.7 58,7 -75.0 70,0 -90.0 70.0 - 58.2 58.2 -75.0 70.0 -90.0 70.0 -57.1 57.1 -75.0 70,0 -90.0 70.0 - 66.2 58.2 -75.0 -90 • 1 :' V' • ej:•L'Ilf•Te•I I :r.011111:4r:MrNOWIliViue.IM__ arlsrvIIIME al: 1MT•IMi :ki 70.0 70.0 -90.0 70.0 -73.7 70.0 -75.0 70,0 -90.0 70.0 -67.8 87.8 -75.0 70.0 -90,020.0 -82.4 62.4 -75.0 70.0 -90.0 70,0 - 58.0 58.0 -75.0 70.0 -90.0 70.0 - 54.3 54.3 - 75.0 70.0 -90.0 70.0 -51.3 51,3 -75.0 70.0 -90.0 70.0 -48,7 48.7 75.0 70.0 -90.0 70.0 -47.9 47.9 -75.0 70.0 -90.0 70.0 -48,4 48.4 -75.0 70.0 -90.0 70.0 - 44.8 44,8 -75,0 70.0 -90.0 70.0 -90.0 -67.9 -75,0 -90.0 -82.1 -75,0 -90.0 -58.4 -75.0 -90.0 -54.8 -75.0 -90.0 -51,1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44,5 -75.0 -90.0 -43.3 -75.0 -00.0 -42.1 -75.0 -90.0 70,0 -75.0 70.0 70.0 -90.0 70.0 51.1 -55.1 55.1 70.0 - 75.070.0 70.0 -90.0 70.0 48.3 -52,7 52.7 70.0 -75.0 , 70.0 70.0 -00.0 70.0 45.4 - 50.0 50.0 70.0 -75.0 70.0 70.0 -88.8 70,0 44.5 -49.1 49.1 70.0 -75.0 70.0 70.0 , -88.0 70.0 43.3 -47.5 47.5 70.0 -75.0 70.0 70.0 -84.3 70.0 42.1 - 48.2 46.2 70.0 -75.0 70.0, 70.0 -81,8 70.0 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 70.0 -75.0 70.0 -88.2 51.4 -48.6 70.0 -75,0 70.0 -80.9 48.7 -46.0 70.0 -75.0 '70.0 -75.7 46.1 -44.2 70.0 -75.0 70.0 -71.1 45.3 -43.4 70.0 -75.0 70.0 70.1 43.9 -42.2 70.0 -75,0 70.0 -88,4 42.5 -41.2 70.0 -75.0 70,0 x -68.7 70.0 49.9 70.0 70.0 48.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 48.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 88.4 41.2 70.0 86.7 •. -90.0 70.0 - 46.4 48.4 - 75.070.0 -90.0 70.0 -43.8 43.6 -75.0 70.0 -90.0 70.0 -50.0' 50.0 -75.0' 70.0 -90.0 70.0 -47.5 47.5 -75.0 70.0 -81.8 70.0 -45.3 45.3 -75.0 70.0 -75.0 70.0 -43.5 43.5 -75.0 70.0 -70.3 70.0 -42.2 42.2 -75.0 70.0 -88.5 88.5 -41.9 41.9 -76.0 70.0 -65.4 85.4 -40.8 40.8 -75.0_ 70.0 -63.8 83.8 -39,8 -75,0 -61.8 • -90.0 70.0 - 43.5 43.5 -75.0 70.0 -90.0 70.0 - 41,1 41.1 -75.0 70.0 -90.0 70.0 .4 6.9 48,9 -75,0 70,0 -84.5 70.0 - 44.7 44.7 -75.0 70.0 -78.9 70,0 -42.5 42.5 -75.0 70,0 -70.7 70.0 -41.3 41,3 - 75.0_70.0 - 68.8 66.8 - 40.1 40.1 70 5. 70.0 -63.0 83.0 -39.8 39.8 -75.0 70.0 -61.8 81.8 -39.1 39.1 -75.0 70.0 - 60.1 60.1 - 38.5 38.5 -75.0 70.0 -58.7 58.7 -90.0 -41,1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 5 . -75,0 -67.3 -39.2 -75.0 -63,5 -38.0 -75.0 -60.0 -37.8 -75.0 -59.1 -37.2 -74.3 -57.5 -38.7 -73.3 -55.9 70.0 41,1 70.0 70.0 38.6 70.0 70.0 44.3 70. 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70,0 80.0 37.6 70.0 59,1 37.2 70, 0 57.5 36.7 70.0 55.9 • -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.8 -39.7 -75,0 -69.2 -38.4 -75.0 -84.1 -37,1 -74.3 -80.5 -38,2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70. -54.8 -34.8 -69.8 -53.2 3 -90.0 -49.9 -75.0 -90.0 -48.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 48.000 98.000 WIDTH WIDTH NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS N 38.000 72.000 8 -7 ,0 7 37.000 74.000 39.500 79.000 A -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -70.4 70.0 � -60.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 70.0 -90.0 70.0 ' -90.0 70.0 67.0 -59.0 59.0 -52.8 52.8 70,0 -75.0 70.0 70,0 -90.0 70.0 82.1 -65.7 55.7 -49.8 70.0 . -75,0 70.0 -75.0 -75.0 70.0 -90.0 70.0 49.8 70.0 70.0 - ,0 0.0 -75 0 70.0 -75 0 7 - .0 70 • -75.0 70 70.0 ' -90.0 70.0 -90.0 58.4 -83.3 63.3 -56.4 70.0 -90.0 70.0 -90.0 70.0 45.000 90.000 54.8 -59.3 59.3 -53.8 53.6 50.500 101.000 53.125 106.37 80.000 120. 58.500 117. 8 -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 54.000 57.000 60.000 63.000 NEG ,POS NEC POS NEG POS NEC POS 47.9 -44.8 7 -7 44.8 -42,2 42.2 -39.7 39.7 70.0 - -7 70 70.0 38.6 70.0 70.0 , 36.5 70.0 70.0 42.000 84.000 70.0 -76,0 70.0 -75.0 58.4 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 80.5 36.2 70.0 57.3 54.000 108.000 35.9 70.0 56.4 35.4 70.0 55.500 111. 57.000 114. A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.0 40.0 - 44.8 44.8 -41.3 41.3 -40.2 40.2 -38.7 54.8 39.8 34.8 70.0 89.6 61.8 53.2 38.7 -37,8 37.6 -38.1 36.1 - 34.2 34.2 70.0 -75.0 70.0 -72.2 70,0 - 88.4 88.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 , 70.0 -69.0 89.0 -64.9 84.9 - 80.4 80.4 -57.3 57.3 - 54.5 54.5 -51.8 51.6 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 37.8 -38,7 38,7 - 35.5 35.5 -33.7 33.7 B -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 87,4 C -90,0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 , -77,1. 70.0 -87.3, 87,3 -63.3 83.3 -59.1 59.1 -55.9 55,9 -53.0 53.0 -50.0 50,0 TABLE 7.(BASED ON 1/4" TAPCONS OR *14 SCREWS) , "0" & "114-1/2-1/4 XOX" WINDOWS GLAZING OPTION: D. 7/16" LAMI 3/18 "HS,.090,3 /18 "HS ALL' "O" SIZES UP TO 80.000" WI i - x 63.000" H GH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIG TEST REPORT: FTL -3580 -90.0 70.0 1 4 X 0 0 NOTE: IF USING 3/16" TAPCONS OR *12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS 1S LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Approval us cooplylgit.ilh Dole NOAM -- o.. 3/2-03 L.uco. A. Turner, P.E. PE iai2O Mochaniosi 1 54.000 57.000 80.000 Ltato •. 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 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 7Q.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71,1 70.0 o -75.0 70.0 -75.0 70.0 -75.0 70.0 1 ,-88.4 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 70.0 . -75.0 , 70.0 -73.7 , 70.0 -67.9 67.9 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88.4 81.8 60.4 _ 59.0 -75.0 -75.0 -75.0 -75.0 -75.0 -88.4 -81.8 -58.2 -55.1 -54.3 x-52.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 88.4 -63.9 81.8 -58.9 58.2 -55.8 55.1 -51.9 54.3 -51.1 52.8 _ -49.9 , 70.0 -75.01 75.0 70.0 70.0 -75.0 70.0 70.0 75.0 70.0 70.0 -75.0 70.0 70.0 -87.7 87.7 63.9 - 80.0 60.0 58.9 - 58.1 58.1 55.8 - 52.8 52.8 51.9 -48.9 48.9 51.1 -47.9 47.9 40.9 - 48.4 48.4 -75.0 -75.0 -75,0 -72.1 -84.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -89.5 64.9 -82.7 58.5 -58.2 53.8 -50.4 49.4 -45.9 45.8 -42.8 44.8 -422 43.5 t -41.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 69.5 -87.5 82.7 -80.4 58.2 -53.4 50.4 -47.7 45.9 -43.1 42.8 -40.3 42.2 -39.7 _ 41.1 -38.8 700 70:0 70'.0 67.5 60.4 53.4 47.7 43.1 40.3 39.7 38.6 COMPARATIVE ANALYSIS TABLE 8. BASED ON 1/4" TAPCONS OR *14 SCREWS\ oN: A. t/16" [AML (1/8 "A,.090,118"HS) EIGHT 28 00� 0 31.000 38.000 38.375 43.000 48.000 50.825 "XO" WIDTH 37.000 48.000 49.333 53.125 58.000 60.000 64.000 67.333 70.917 "XOX" WIDTH 55.500 72.000 74.000 79.688 84.000 90.000 98.000 101.000 106.375 A A A A A A A -75.0 -75.0 -75.0 72.000 106.000 74.000 - 1T4'00d\ A -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75,0 "XO" OR "OX" & "113 -113 -113 XOX" WINDOWS TEST REPORT: FTL -3582 TABLE 9. (BASED ON 114" TAPCONS OR *14 SCREWS) "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 3 x 1 3 0 1 3 x X O 0 GLAZING OPTION: B. 5/15" LAMI (1l8 "HS,.090,1/8 "HS) ALL "XO" OR •OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH - ..# '5.0 { 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO• or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090.3 /18 "HS) ALL "XO` OR `OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111000" WIDE x 63.000" HIGH F90.01 70.0 1 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. Awed*, Ow F.K. 3117479 ANN ax 0r. Head Eye Doi.: 0iww as 0r: F.K. 72/17.02 www A Choir REVISE TABLE 8, GLASS TVPE Ow: 1070 TECHNOLOGY DRIVE 7"OKOA115. hl 74274 P.O. BOX 1470 NOKOAAl9, a 34274 Visibly Bean PRESSURES - XO, OX, S 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT we awe Yee ora e" CA -740 NT5 8 • 11 7045 -8 11~1.1d Approved as 00spb4•i tl1a YlofW.a .4 D.n NORM Miriam 'g ;r Miaan jl "da Anita 3/2 / /:, 3 Luca* A. Turns. P.E. PE #58201 1A.du4loal COMPARATIVE ANALYSIS TABLE 11.(BASEO ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS WI' ' •" • _.•I. :'■ . W17 7 . • etre 33.887 34.791 31.014 38.919 42.973 48.649 51.892 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -75.0 -90.0 75.0 -90.0 -90.0 -90.0 70.0 -75.0 -90.0 70.0 '70.0 70.0 70.0 70,0 70.0 -60.6 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 75,0 -75.0 -90.0 -90.0 -75.0 -90.0 70.0 -75.0 _70.0 70.0 -90.0 70.0 49,9 -46.8 46.8 70.0 -75.0 70.0 70.0 -90.0 70.0 47.3 - 44.0 44.0 70.0 , -75.0 70.0 70.0 -90.0 70.0 48.8 -43.6 43.6 70.0 -75.0 70.0 70.0 -90.0 70.0 45.5 -42.6 42.6 70.0 -75.0 70.0 70.0 -90.0 70.0 43.6 -41.2 41.2 70.0 -75.0 70.0 70.0 -90.0 70.0 43.5 -41.0 41.0 70.0 -75.0 70.0 70.0 42.2 -90.0 70.0 -39.7 39.7 -75.0 -86.8 -47.9 -75.0 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 47.9 70.0 70,0 70.0 45.1 70,0 70.0 45.0 70.0 -75,0 -74.0 -44.3 -75,0 -75.0 -71.3 -41,5 -75.0 70.0 70.0 70.0 70.0 -42.8 -42.4 -75.0 -41.6 -75.0 -67.3 -40.4 -75.0 70.0 69.4 70.0 67.3 -75.0 -64.7 -40.2 -75.0 -82.5 38.9 -75.0 -60.8 -38.8 -75.0 70.0 64.7 70.0 62.5 -60.5 60.5 -37.7 37.7 -75:0 -61.0 -75.0 -59.2 -37.7 -75.0 70.0 81.0 70.0 59.2 57.4 38.7 -37.3 -74.6 -57.9 -73.7 -56.5 -38.2 -72.4 -54.7 -36.1 -72.3 70.0 58.4 70.0 56.5 36.2 70.0 -71. -55.7 -35.5 -71.0 57,9 -55.2 -70.1 -63.8 -34.3 -68.6 55.135 56.418 8 8 tam " • ` artae1:•X.t`d " •t m1i•m ramta • rim m "�• -90.0 -75.0 -75.0 -75.0 -75.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70, 0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -90.0 -47.3 -46.8 -75.0 -43 .8 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 r -90.0 70.0 69.1 :- 63.4 63.4 70.0 -75.0 70.0 70.0 -90.0 70.0 60.5 -57.2 57.2 70.0 -75.0 70.0 70.0 -90.0 70.0 53.5 -50.4 50.4 -74.1 -75.0 -90.0 -56.5 - 75.0 - 90.0 -62.1 -75.0 70.0 70.0 70.0 68.5 70.0 70 82.1 '70.0 -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 64.9 70.0 70.0 50.4 70.0 70.0 70.0 70.0 47.4 -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 60.6 -58.1 70.0 -75.0 70.0 -90.0 47.5 -44.1 70.0 70.0 52.6 70.0 70.0 48.2 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73 .6 -42.7 58.1 70.0 70.0 44.1 70,0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 70.0 70.0 46.2 70.0 -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 53.3 70.0 70.0 39.2 70.0 40.1 -50.5 -75.0 -90.0 -36.9 -73,8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.8 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48,4 -85.0 -46.7 -79.8 -43.5 70.0 54,5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 70 70.0 43.5 -90.0 -50.7 -75.0 -84.7 -47.4 SIM -78.6 55.2 70.0 70.0 50.7 70.0 70.0 44.3 70.0 NEVI ICHIESUEREI -69 -41.4 -75,0 -69.1 -40.4 70.0 41.5 70.0 69.3 41.4 70,0 69.1 40,4 -75.0 -79.5 -45.5 -75.0 -73.2 -75.0 -89.4 -68.8 -65.3 -40.3 -75.0 -65.1 -39.2 70.0 70.0 45.5 70.0 70.0 42.8 42.4 70.0 68.8 41.6 40.4 70.0 85.3 40.3 70.0 65.1 39.2 -75.0 -68.3 70.0 68.3 -41.1 -75.0 -64.1 41.1 70.0 84.1 40.2 38.9 70.0 60.8 38.8 70.0 -75.0 -84.8 -39.3 -75.0 -38.7 -57.6 -37.6 -75.0 -57.4 -36.7 56.1 70.0 70.0 41.6 70.0 42.0 70.0 69.7 40.7 CEMMICI 70.0 39.5 39.3 70.0 60.5 38,7 37.7 70.0 57.6 37.8 70.0 -43.8 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -74.9 -58,4 36.9 -54.6 -35.5 70,0 70.0 43.6 70.0 70.0 68.3 38.8 70.0 61.4 37.3 70.0 36.9 54.7 36.1 70.0 54.6 35.5 IWO -58.8 -35.0 -51.9 -34.3 -68.5 -51.7 -33.7 "XOX" WIDTH 89.264 - 86.919 95.973 130.378 134.000 VENT FIXED WIDTH WIDTH 19.125 24.000 28.500 108.649 30.000 115.892 32.000 122.000 123135 34.000 126.000 130.000 35.898 36.000 37.000 58.209 58.378 60.000 8 26.000 36.000 -75.0 70.0 -75.0 70 C -90,0 70.0 -90.0 70 0 0 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 -75.0 -90.0 700 -75.0 70, 0 -75.0 HEIGHT 70.0 -75.0 70,0 -75,0 70.0 -73.3 70.0 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 - 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 TEST REPORT: FTL -3580 GLAZING OPTION: D. 7118" LAMI (3116 "1-1S,.090,3116 "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 I -90.0 70.0 ALL "XO" or '‘OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 80.000" MAX. FIXED WIDTH NOTE: IF USING.3116" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. F.K. II.MdBx 77MJbK Otiw7g F.K. Due 3/17473 Dew Oda bear 12/17/72 /.ate. A amiwisy REVISE TABLE 11, GLASS TYPES A d C 1070 TEClNOLOGYORNE NOKOAYS R. 34276 P.O. BOX 1676 NGKOMIS. FL 34774 Vuib y Better t.rwrt CA-740 TEST REPORTS: FTL -3580 FTL -3582 NTS ▪ 7 . 1 11 -71.0 70.0 -67.4 7045 50.5 70.0 70.0 36.9 70,0 70.0 41.1 70 0 70.0 38.0 70.0 63.1 38.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 51.9 34.3 68x5 51.7 33.7 87,4 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT X 0 UNEQUAL LITES X 0 UNEQUAL LITES UNEQUAL UTES Approved as coteetykei with the Ylevid Du Due Waal P bY Lucas A Turner, P.E. Muchanfari MAX. HEIGHT (SEE SHTS. 2 & 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) VERTICAL SECTION dPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE '')(0" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT l— DAYLIGHT OPENING (SEE SHT. 2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X ICI- MAX. WIDTH (SEE HT. 2) HORIZONTAL SECTION - XX REFERENCE'XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 9 Apploral as 1M1plyla6 w• tile taw /•��� Da4 /7 C Ill' NORM 9 Mb Duke I.renkftt CaauA man a.. Mr,w• — F. 3/17.73 A NO CHO TNIS SHEET Oww Or G". F.K 12/1 ?AV Ord. Sr 1070 TECNNOLOOY DANE NO+OOMUS, a 34275 P.O. SOX 1576 ND1(O60$, FL 34274 Vir16{y Buser S ECTIONS A LUMINUM CASEMENT WINDOW, IMPACT arrr re 04-740 NTS a...r 8 w 11 O+"�a 11• • 7045-8 Luce" A. Tumor, P.E. PE /58201 MMthw4cal FRAME ASSEMBLY TUBE, MATL: 6063 -T8 FRAME JAMB FRAME ASSEMBLY TUBE, MATL: 8083 -T8 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID-SPAN "X" FRAME JAMB "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL 1.159" 2.139" (SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 34" 2.854" .062" NOM. 3.544" .0 62" NOM. • 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A approved r consl$Y1a{ wltY tYe Maid. Barr% ad. Dow 2- NOM Miami Oade Proiuct Cwtni F.K Komi 6, Lim nirc F.K. or.: 371403 Osis A Anita: 004: 0. 12/17:2 Kama. di' REV{SED FRAMEASS'Y DETAL SCREW SPACING Ora 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 Vis ibly Betsey 61444.144 EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 aan NTS Brmt 11 arcs • 70454 Pam A Luca. A. Tumor, P.E. PE *56201 30 Cm '"'^" AININVIL A 5/16' LAMINATED (1/11A & 1/8HS GLASS) .090 INNER LAYER,- SOLUTIA OR DUPONT PVB 31 n..we.. PARTS UST & EXTRUSIONS 5/16' LAMINATED (MIS & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 32 1 7/16' LAMINATED (3/16A & 3/1611S GLASS) 090 INNER LAYER - SOLUTIA OR DUPONT PVB 33 air �.rr.:�� 7/16' LAMINATED (3 /16HS & 3/161iS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 40 7036 0...7r+ F.K. GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP(f TICK) 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND 46 1634 6163K SETTING BLACK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE- SERRATED 54 331 60976 CASEMENT SCREEN CUP 53 78xI2PSTW/f3 48 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712X1PPt' 412 X 1" PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE Arm/ BF FK Cm '"'^" AININVIL A NOCHO THIS SHEET 1070 t¢crr oortr+rve P.0, BOX 162* +taco44s. Ft 3417e n..we.. PARTS UST & EXTRUSIONS w.N.,, a".e 1 ALUMINUM CASEMENT WINDOW, IMPACT Tl.wq, air �.rr.:�� Virtbb Barer 6..6: h.d. "w NT$ 10 + 11 7045 -8 A 0...7r+ F.K. �,. ,y, 12/1742 *.r r 1 ITEM DWG # 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7010 7031 7032 7033 7022 7013 PGT. # 7R1PQA 781 PQA 67017K 78X78PPSMS 7t58ZA 710x12FP PARTS LIS DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS *8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/2'X1/8' CLOSED-CELL TAPE SASH - TOP, BOTTOM & SIDE RAILS 48 X I QUAD PH SMS BULB WEATHERSTRIP .187X.140 SASH CORNER KEY MAXIM MULTI -POINT LACK LOCK SUPPORT PLATE 410 -24 X .562 PH. PN. TYPE F MULTI -LACK KEEPER (R.H. & L.H.) *8 X .875 PH. PN. SMS TIE BAR GUIDE TIP BAR. ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48 -32 X .375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) 48 X 5/8• FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARAM) SNAP -ON HANDLE 12' HINGE (HEAVY DUTY) 410 X .300 PH. PHL ITEM 73 74 75 80 S1 82 83 DWG # 7025 7016 7005A 1155 7010 7007 .706" .050" PGT. 70834A 781PQA 1_1 , T .050' ! .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523' -- ij .865' 0 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 PARTS LIST •NT. .040" -- -�—{r- 1.000" .423" --+ °CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 DESCRIPTION MAXIM SINGLE LACK SINGLE LOCK KEEPER 48 X .750 QUAD PN SMS FDCED WINDOW FRAME - HEAD, SILL & JAMBS YS X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .125" --�- .062" .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A '993 tr - 289" .040" °INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 --1 1.124" C �l 2.701' Approved es eovaply os w48 Ow Plerlde Bu lq Dote 14061 - !1 Mimi Qrde Probed Condit Div br. X_ 3/2r/03 Luce A Tumor, P.E. PE *68201 M.a.rdael APPROVED WOOD BUCK 11/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 SCREWS 114" MAX. SHIM r- 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: ara130 FK Asset AV Oww 6F F.K boa 317103 Cats D.1. 12/17/02 11/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Animism CsOisi ay ADDED 114 SCREW OPTION hoc APPROVED W000 BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --�•! 3116" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 11/4 " MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK 1/4" MAX. SHIM 3/16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 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 11/2" THICK TO BE ENGINEERED BY OTHERS. 1070 TECHM000OYDRIVE NOKOMIS, FL 34276 P.O.80X1629 140101113. FL 34274 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM i r- i2 OR #14 SCREWS Pic" Visibly Better 11/2" L.__ MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK __.111/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE Nis CA-740 0....r. ANCHORAGE DETAILS 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) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT r ire o..tir NTS 11 a 11 7045 -. r — .1 MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/7.THICK Approved as co. $ 1.g .4n IM Florid. BY Jb ode lasts 0 NORM_ Miami D • Product Ca.wd Dtr Lucas A. Tumor, P.E. PE 066201 AI.oMIJc41 N3 41 0 /*' MIAMI SHORES VILLAGE 1�� BUILDING DEPARTMENT 0S 305 - 795 -2204 Building Inspection Request Date CI ! 1 � Type Insp' n l' rC' ' '/}/� 0 Permit No. 61 Name CO Address V- C) Si- Company C (,W1AV; Phone # Inspection Date Approved Correction Re- Insp'n Fee ip 2 3 k El cG,_(.1) 8 c // WOVISLISOIVOLEMPOCE scale: 1/4 " =1' -0" U U U L (3-65-0 5/4 C'as Zf;:›ne.4 53,4, � c. No o2- 12 24,o2. l/sr f /S - 14 !1 S' 0 ( e 1)1, (3 7 �k 5 Q /� /� s E �one� 53 - 64', o o (1 (22- 1224,02 / /S -- Ys. s ' Ca--‘3e/77 (50, 6'4,o) 2 e, 4 X3,4, - 5' 8 0 Ac ©2-/ 402 ` l�s -I• litg l IoninnI I WEST ELEVATION @ courtyard /'Jean Pool do Al 11 rpook. (6o K 8'4 w' 4 ) e 4 5115, / a. 02- 0727./3 F G /haw 2ro / M j 1, ziem' >1 (6 3 GOt'JC°i!� 1 52,o,- S7. ,A c. No 0 2 - 122 4, (7 2 ( G Cab em, ?< 0 x (/ I, .1 6 3 (') 3 e lahelr 37 r �3 J S�, -57,/ A b d2 /22Q 0 Z Ma lomminimiremamoi ..ffmmunimmommag. NMI 1 .1 1 liell1 _ 1N.1nnl1ll 011n1 mmonoullINIIIIIIN 1 111111111111111 maw 110. iltiO 11erAfc1QHli(115LF: #AY1f. If.K�PA�Pgf5.fitt 1111 Iigntw /55n raal�� .r Ultf ��rug�►ti�su, .� f 1 1 111(re“). - 1 r -, -- 1 1 � 1 m o o II 5 00 11111111M11111111101111111 � n • ER MN • 0 0 0 1 1 1 1 kx (-- - 3_5o` % 7O/'7 e 5/ 's6 A N O2- /22d ' FQ00Y & ?0 Zohe4 51,x, -5 Ac Aro o2.- o7O/e1l 1---- 111111WIMBINENTENIESIBEINNEEIN Illtr1IImnImmm wwilimilicommustematthdponemr iiMING EVmtrmmiIIj,,n ivt 1 _ J K / ) zs e . G 3' zoN ,4 c //o O2- /2Z4 �% !f s- 7�NS su k:Q 5 101 k2Ra. 27 4 F;3Y4 8',v ,4e_ /l/o 2 -12 1 . 11 S- Ca ws -Y, } O N e `; 5 - 5 9 , 4 A G NO 02- /Z24 CZSrr»X x (60 >c3 , ) ZS, P_, 4 52,0 5 Ac. AA) b2-1224toz (3>><33" seni (37x so% /3o . Zone 4,0 No t o 02 1224,o2 , l�s' 7�lFs —� ���r•� mos�swe�s (`37 V p )4- � I N scale: 1 /4 " =l' -0" 0 NORTH ELEVATION Je �T /2.00j /7 D11. [X0" SOUTH ELEVATION scale: 1/4"=V-0" WEST ELEVATION scale: 1/4"- scale: 1/4 " =l' -0" 0 P (37xs-o 7 Case 2 .5 % A C No 02-I2.2 4,02- l/ WS- / e i/Ve �lev, our� ©n � ,ry CtlinU' / rfss „Le r�o (1. of 5 /q S / 1 /6 'c7v , f EAST ELEVATION P s' U C 0 J° tki N x () N � \ k r x n 0 N 11 tJ � o � 0 0 Q —6 _7 — —9 —10 —11 —12 2 5 1 E bn- NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. DRAWING BY JOB NUMBER DATE SCALE M NOTED SHEET TITLE EXTERIOR ELEVATIONS W /NDO e--- 6'L/-lss po02.S SHEET NUMBER . or 75,O 1 - z.�.n 1 n7_.>47; 1 1'95' ' S'ls I it 1 I , JS 1 •'/ 1 /1 L °I 0'7 E0'7 LU 0 o vN vQ V hb .� 17 0 •g2OKL o 'S1 x x 9 "G o X X" c r0 09 0( dZ EY C E/ 75 / 1y '144c:; rte✓ Vs <L0 d V3 JV 3dkL 3Z1S )421VVI f ( I 1 0'01> 1 ..J ° ° atel Q. .2<r2 i / i PS 1 nsLxsAl 8 c // WOVISLISOIVOLEMPOCE scale: 1/4 " =1' -0" U U U L (3-65-0 5/4 C'as Zf;:›ne.4 53,4, � c. No o2- 12 24,o2. l/sr f /S - 14 !1 S' 0 ( e 1)1, (3 7 �k 5 Q /� /� s E �one� 53 - 64', o o (1 (22- 1224,02 / /S -- Ys. s ' Ca--‘3e/77 (50, 6'4,o) 2 e, 4 X3,4, - 5' 8 0 Ac ©2-/ 402 ` l�s -I• litg l IoninnI I WEST ELEVATION @ courtyard /'Jean Pool do Al 11 rpook. (6o K 8'4 w' 4 ) e 4 5115, / a. 02- 0727./3 F G /haw 2ro / M j 1, ziem' >1 (6 3 GOt'JC°i!� 1 52,o,- S7. ,A c. No 0 2 - 122 4, (7 2 ( G Cab em, ?< 0 x (/ I, .1 6 3 (') 3 e lahelr 37 r �3 J S�, -57,/ A b d2 /22Q 0 Z Ma lomminimiremamoi ..ffmmunimmommag. NMI 1 .1 1 liell1 _ 1N.1nnl1ll 011n1 mmonoullINIIIIIIN 1 111111111111111 maw 110. iltiO 11erAfc1QHli(115LF: #AY1f. If.K�PA�Pgf5.fitt 1111 Iigntw /55n raal�� .r Ultf ��rug�►ti�su, .� f 1 1 111(re“). - 1 r -, -- 1 1 � 1 m o o II 5 00 11111111M11111111101111111 � n • ER MN • 0 0 0 1 1 1 1 kx (-- - 3_5o` % 7O/'7 e 5/ 's6 A N O2- /22d ' FQ00Y & ?0 Zohe4 51,x, -5 Ac Aro o2.- o7O/e1l 1---- 111111WIMBINENTENIESIBEINNEEIN Illtr1IImnImmm wwilimilicommustematthdponemr iiMING EVmtrmmiIIj,,n ivt 1 _ J K / ) zs e . G 3' zoN ,4 c //o O2- /2Z4 �% !f s- 7�NS su k:Q 5 101 k2Ra. 27 4 F;3Y4 8',v ,4e_ /l/o 2 -12 1 . 11 S- Ca ws -Y, } O N e `; 5 - 5 9 , 4 A G NO 02- /Z24 CZSrr»X x (60 >c3 , ) ZS, P_, 4 52,0 5 Ac. AA) b2-1224toz (3>><33" seni (37x so% /3o . Zone 4,0 No t o 02 1224,o2 , l�s' 7�lFs —� ���r•� mos�swe�s (`37 V p )4- � I N scale: 1 /4 " =l' -0" 0 NORTH ELEVATION Je �T /2.00j /7 D11. [X0" SOUTH ELEVATION scale: 1/4"=V-0" WEST ELEVATION scale: 1/4"- scale: 1/4 " =l' -0" 0 P (37xs-o 7 Case 2 .5 % A C No 02-I2.2 4,02- l/ WS- / e i/Ve �lev, our� ©n � ,ry CtlinU' / rfss „Le r�o (1. of 5 /q S / 1 /6 'c7v , f EAST ELEVATION P s' U C 0 J° tki N x () N � \ k r x n 0 N 11 tJ � o � 0 0 Q —6 _7 — —9 —10 —11 —12 2 5 1 E bn- NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. DRAWING BY JOB NUMBER DATE SCALE M NOTED SHEET TITLE EXTERIOR ELEVATIONS W /NDO e--- 6'L/-lss po02.S SHEET NUMBER . or 4 5 6 13 1 2 3 7 — 8 — 9 — 1 0 1 1 — 1 2 — 1 13 EX. I2K'yER EX1511NG 682/406 EX. WASH. EXISTING [3EINOOM 4 0',15111Z f3A11 I EX15111\16 C113'Ot2f 1 37" W x 50 9/8 "H 1 1 1 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3' -10' O 3' 4' -11' 7'_5' 74"W 6,"H E 351116 r71'■G QOM KAHN 8' -8' 60" X X813/ 8 "H H 4' -11' I � 60 84"H I II 0 p I N - MAIN HOUSE- FLOOR PLAN WALL LEGEND KEY: ilA Mai WIY 'illl 91/ ? R.V507DEW3 /8'ildro9t rAn0l41Alf mistgldalaS MINE scale: 1 /4" =1 -0" X1111.11 111501110)11 41111glAVICCU 1(111/60 -illOr iX c0,060119614921VaD u WO al tIL.08 01403CCIPMEOVia UNA2191010i &M I5 i rIN.r111X {911:toolrAlft44 - -1 —2 —3 —4 —5 —6 —7 —8 —9 —10 —11 —12 111 D-, :►1r? W1111111i'i?I:1 ?rul ?11I !1tati1 'IT .I !II I • ib /f" 1 �ih %�/ e tit T 1U1iUidiu1 1114114110r od.s - , r�1 f sir;. „It r — ., sj 3 x - 3 jr r x r 1 �'xlo' fa isfs .- /l ' a ' ' 't " /�> 9f a - - A , • , e::....., 4. '.,. (!3' --- a - • r .• r.;<? 1.PJ 1I1i r ., .0 .,fir �.�.V/ .. - /%+ `..3..'..•")M . x _ . _ f �:....T.w /---"\\ 1 - - - Glac .45.4 wet. !j/. -fs a 4 cs' 4 t. Gr /t:. >/ 00' J . n.i-- f 4 .� tir Gs tii `t ;y Cra /s /"), r ; Ifli1 = tk 1.111 o� c� �iit.e "I's 1 - of " / e ms �f" •v�A 11 T "f ,t.0 10 /J0.41 r3 , 4) /9 /. %?,:' adY 11JO c34 , _ , e) (44" j7'.;.s ;G,=f B i! 4 '- r, r" 4 f V O I ' iJ / x5 1 �: ,c it ,f� � ,1. t ' +'' / �. y � Td t gro g r U i.4.. l( 0r }4 ?4, 1t1a4. 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ST'� r i.._ — . - r'""--; -S. 100 'd0. � 440. iaja 4) -r • .a, r� •., ) .O ; a s.; L oc 47/ %�,</ These prints, the `orinlponents r ikire - Litso ,systenx of fabrication, the special Rite--Lite; extr'usion's as drawn here, are pater;t' pending and eopyrigsited. ileprodnction in whole or part of any d'esigri, compo- nent,, drawing, e'ttrusioii or reference.tp' ;the. Aire ' -Litd copyrighted name without specific vrritfe spproval by Aire Industries;'tnc, is forbidden.' ; $ t, ii •.✓�kGraFriet•j 4 ;A. t nn'v sr F' E N } tT ell 4f, ?t° tf`f , ' 111f: -114 t3 r,T Q. e Adf4c) . A. ••�t t.8 6 t NO, (.0 1 0 1 — 2 — 3 — 4 -- 5 — 10 — 11 — 12-- 13 AN PLC WOOF FLOORING '0 OMAN MOVE ALA. Ki'CkeN CA31NE'?ZY ANY? �� PpI�.ANGES REMOVE POOR MOVE WALL Wo09 FLOOR NG'01E WAN PANEL BETWEEN SHELVING t0 DE Maw Re MOvE FLOORNG N POOR NLi. ANG PATCH "0 M AfG1 I MOV Psi' C�R.PCE W/ NE V .V.OVE 51^e.V NG ANP CA3i NeI RY VC,/ E GOGR REMOVE AU. PL-UMOING F'X'"1115 MOVE CA'S'ING REMOVE A-L 00085 7 ,,,,, AL, W009 FLOORING "0 OMAN MO■E Pt!, PI- LN3.NG Fr 1115 AL.L WOOF F'.00RING'0 FS.VAN GARAGE POOR "0 t KEMOvEP ANP CAP PCEP W1-1 NEW NEW CUS "OM GA'E WRY Af EXI51 CAZ'OR" 1 WNPOW '0 13E CMOVn2 REi�.PCE W/ NO 06 lb • • •• ••• • •• • • • • • • • :• • • • • . . • . • WNPOW t0 CAE ffMOVEP REPLACE W/ NEW POGRS M ALL "0 bE }EMO f 12 REPLPCE W/ NEW W NPOW5 A'W1P PONS WINDOW -O EtM01'P ANP APL ACED WYH NEW • • •• • • • • •• • • scale: 1/4"=i+-Q1 • • • • • • �• • DEMOLITION PLAN LEGAL DESCRIPTION LOTS 8 & 9 BLOCK 25 AMENDED PLAT OF MIAMI SHORES SECTION NO. 1. ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. I 1 I i _ 1 i 1 N.E 92ND STREET 234 N.E. 92 ST. scale: 1"=20' DEMOLITION NOTES: SITE PLAN 1 , CON- RPCfOR 51-1A-L COORP NA'E T1 E OCAION OF P! L 5`R CTl PPL, MELNl N11CA , PLUMBING ANP SLEC'IZCA- 'ISMS 1'P,GR COMMENCING "re WORK, CON'KPCfOR SNPL', CoN17Ct'1 NZCHi cC "/ ENGINEER OF ANY PSVAtONS FROM le PS56N WON( 2, A,'. ELECTRICAL R''✓ CE iN ARSAS OF DEMO -1170N PSCONNECEP FROM 5ERV CE AT VAN PANE! LOCATON PRIOR'O 5'142' GF WGRC A-, A(3ANCONEP .R,NG 5HP1 L 6E PEMOVEP ANP lcRM.NA SP t0 EX157" ELECRCAL PS vas GR JUNCTON 3CXE 5, 5SCLR A.L ,RE MAN NG W RING MP CONPU f 5 FGi2 rung MODEL NG PNP Si-SC REQ,- ;.MMENf5, AL- 'WORK fO C PE ORMEP f3Y A LICENSED CONTCfOR, 3, CONfRAC - .OR W L VERIFY LOCATION OF PLL 5 R.6 WA.L ANC COQ NAT'S PEMOLICON WOO:: W11N PS NOV ON PLANS OR 0' I A- O ANY CO NCNEIE P OCK OR WOOF FRAME WA :S. AU. 5TRL1611RPL AA- MP vEAMS SfA L teP! ACED W1H APPROVED SNORING PE V vas AhCN nt. .N PLACE UNTIL PSIZVANEN1 5112UCfl AL NFORCING 15 IN5 CONTVC'OR A,L RE5PON51C3.E "0 CONSUL." W11-1 A 5`RUC11.RA, ENG ,NSER'O NU 1 }-A1 PROPOSED 5NONING IS APSOUATE FOR EX5IING 5TR.1C`LP.A, !.0A95, CONTP.ACfOR 5! 'AI : COOT V NA. S THE .00A W MOy A- CT A-I. Pl.-LIMONG n5'O PVENf PAMPGE PLRING DEMO r1 QN, A.L. POANPON'EP WA1ER SLPP:Y LiNE5 5 'PU. De - eRYNATe.P ANP CAPPED WO 'EJv ",PONAZY LOCH. ON5 F FLr1J N ANP PL UMf3NG Rea MEN 5. CONTRAC "OR SHAD PROTECT ALL IN'ER10R F NISNE5'O PRS',SNf PAvAce GLRI'NG 'HE PE Ma ION PROLE 55, FLOORS /W WP-L5 5HPL; SAW CU' GS: C PR!LI -SP A5 R QUINEP, FLOORS ANP WA,LS S-P-- [3E LEFT CLEAN ANP &VY'0 ACCcPt.NEW CON5TRUCON FiN15KE5 FOR FLtlig NEMOhL NG ANP CON5`46110N Qt,1gM NT5. WALL LEGEND KEY: FLOOR to 0- 6, NEWWAU. - 31/ 2' .Mr., 51.1PS g'6'' OC, W/ 5/8" 6 WO, 501-1 5{12E5, PAN" & FINSH "0 A /KO- EXIST, WA.LS. CO-OR5 5 LEC W �Y OWNER. REMOVE WALL - EX 51, YWPLL5 r0 DE PAN", PA:Or', & F 451- ALI. FLOOR, WAU.5, & CL65, A5 NEED - to MA10N EX15 COLOR5 & FiN15HE5 to 3E SELECEP f3Y OWNER, NEW 13.00K - NEW 8" CVU WAL Al EX51N6 OPENING GOORP NA'E W/ iN5 -1 Al ON OF NEW WNPOW 51ZE & FRAM .N6 REQUIREMEN'5. PAN', PAICrI, & 51XCO 0 MATCa1 X.SfNG, 0 — 1 — —3 —4 —5 _6 —7 — 6 —9 —10 ,,,,,,„,„ „.,„ 4...,,,,„..t„. „.,......,,z,,,,,,,,,,,, sALO . 5,..I. , ,,,,,,„,...,,,..,,,, ,max 1 -1035 0 (305) 981-1037 (fax) a rc Fte s c s,..„.,,,,,__ • > 30671*Miarni Shores, 0' rcf ? aol.com* A0001389 L 1 1 Alex Yahr Kesiclei NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. C$s DRAWING BY CRP SCALE As NOTED B EET TITLE SITE PLAN DEMOLITION l'ILAN r- JOB NUMBER .0J535 SHEET NUMBER Al -- 01 DATE 1 0 1 — 2 — 3 — 4 -- 5 — 10 — 11 — 12-- 13 AN PLC WOOF FLOORING '0 OMAN MOVE ALA. Ki'CkeN CA31NE'?ZY ANY? �� PpI�.ANGES REMOVE POOR MOVE WALL Wo09 FLOOR NG'01E WAN PANEL BETWEEN SHELVING t0 DE Maw Re MOvE FLOORNG N POOR NLi. ANG PATCH "0 M AfG1 I MOV Psi' C�R.PCE W/ NE V .V.OVE 51^e.V NG ANP CA3i NeI RY VC,/ E GOGR REMOVE AU. PL-UMOING F'X'"1115 MOVE CA'S'ING REMOVE A-L 00085 7 ,,,,, AL, W009 FLOORING "0 OMAN MO■E Pt!, PI- LN3.NG Fr 1115 AL.L WOOF F'.00RING'0 FS.VAN GARAGE POOR "0 t KEMOvEP ANP CAP PCEP W1-1 NEW NEW CUS "OM GA'E WRY Af EXI51 CAZ'OR" 1 WNPOW '0 13E CMOVn2 REi�.PCE W/ NO 06 lb • • •• ••• • •• • • • • • • • :• • • • • . . • . • WNPOW t0 CAE ffMOVEP REPLACE W/ NEW POGRS M ALL "0 bE }EMO f 12 REPLPCE W/ NEW W NPOW5 A'W1P PONS WINDOW -O EtM01'P ANP APL ACED WYH NEW • • •• • • • • •• • • scale: 1/4"=i+-Q1 • • • • • • �• • DEMOLITION PLAN LEGAL DESCRIPTION LOTS 8 & 9 BLOCK 25 AMENDED PLAT OF MIAMI SHORES SECTION NO. 1. ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. I 1 I i _ 1 i 1 N.E 92ND STREET 234 N.E. 92 ST. scale: 1"=20' DEMOLITION NOTES: SITE PLAN 1 , CON- RPCfOR 51-1A-L COORP NA'E T1 E OCAION OF P! L 5`R CTl PPL, MELNl N11CA , PLUMBING ANP SLEC'IZCA- 'ISMS 1'P,GR COMMENCING "re WORK, CON'KPCfOR SNPL', CoN17Ct'1 NZCHi cC "/ ENGINEER OF ANY PSVAtONS FROM le PS56N WON( 2, A,'. ELECTRICAL R''✓ CE iN ARSAS OF DEMO -1170N PSCONNECEP FROM 5ERV CE AT VAN PANE! LOCATON PRIOR'O 5'142' GF WGRC A-, A(3ANCONEP .R,NG 5HP1 L 6E PEMOVEP ANP lcRM.NA SP t0 EX157" ELECRCAL PS vas GR JUNCTON 3CXE 5, 5SCLR A.L ,RE MAN NG W RING MP CONPU f 5 FGi2 rung MODEL NG PNP Si-SC REQ,- ;.MMENf5, AL- 'WORK fO C PE ORMEP f3Y A LICENSED CONTCfOR, 3, CONfRAC - .OR W L VERIFY LOCATION OF PLL 5 R.6 WA.L ANC COQ NAT'S PEMOLICON WOO:: W11N PS NOV ON PLANS OR 0' I A- O ANY CO NCNEIE P OCK OR WOOF FRAME WA :S. AU. 5TRL1611RPL AA- MP vEAMS SfA L teP! ACED W1H APPROVED SNORING PE V vas AhCN nt. .N PLACE UNTIL PSIZVANEN1 5112UCfl AL NFORCING 15 IN5 CONTVC'OR A,L RE5PON51C3.E "0 CONSUL." W11-1 A 5`RUC11.RA, ENG ,NSER'O NU 1 }-A1 PROPOSED 5NONING IS APSOUATE FOR EX5IING 5TR.1C`LP.A, !.0A95, CONTP.ACfOR 5! 'AI : COOT V NA. S THE .00A W MOy A- CT A-I. Pl.-LIMONG n5'O PVENf PAMPGE PLRING DEMO r1 QN, A.L. POANPON'EP WA1ER SLPP:Y LiNE5 5 'PU. De - eRYNATe.P ANP CAPPED WO 'EJv ",PONAZY LOCH. ON5 F FLr1J N ANP PL UMf3NG Rea MEN 5. CONTRAC "OR SHAD PROTECT ALL IN'ER10R F NISNE5'O PRS',SNf PAvAce GLRI'NG 'HE PE Ma ION PROLE 55, FLOORS /W WP-L5 5HPL; SAW CU' GS: C PR!LI -SP A5 R QUINEP, FLOORS ANP WA,LS S-P-- [3E LEFT CLEAN ANP &VY'0 ACCcPt.NEW CON5TRUCON FiN15KE5 FOR FLtlig NEMOhL NG ANP CON5`46110N Qt,1gM NT5. WALL LEGEND KEY: FLOOR to 0- 6, NEWWAU. - 31/ 2' .Mr., 51.1PS g'6'' OC, W/ 5/8" 6 WO, 501-1 5{12E5, PAN" & FINSH "0 A /KO- EXIST, WA.LS. CO-OR5 5 LEC W �Y OWNER. REMOVE WALL - EX 51, YWPLL5 r0 DE PAN", PA:Or', & F 451- ALI. FLOOR, WAU.5, & CL65, A5 NEED - to MA10N EX15 COLOR5 & FiN15HE5 to 3E SELECEP f3Y OWNER, NEW 13.00K - NEW 8" CVU WAL Al EX51N6 OPENING GOORP NA'E W/ iN5 -1 Al ON OF NEW WNPOW 51ZE & FRAM .N6 REQUIREMEN'5. PAN', PAICrI, & 51XCO 0 MATCa1 X.SfNG, 0 — 1 — —3 —4 —5 _6 —7 — 6 —9 —10 4 — 5 10 — 11 — 12 — 13 GARAa 2008 r0 -MOVTD ANP ACED Wr-i MEW X1511NG MD100M I 'W CU5rOM GATT TNrtZY AT 5XI5rING CAfd'OIZr L A L WOOD FLOORING r0 1MAiN — �MOVE ALL Kira- N - CAf.WIZY AND 1 - I' _ - APPLIANCES • • u MOVE VAL 1 I'/ `1 WINDOW 1'0 C3E 1 MOVTD PLACE W/ N D006 PA\FL f3E7VVTTN - LVING r0 [ V MOVW — -- — — tzE MOVT DOOR FU, AND PArCN TO MA1CN 5rA1t25 rO C3T .MO'vW I 5 -I FOR NTW 5rAltz l -- ) 6 L r � L — — — _ — WOOD FLOORING TO MAIN - 1 MOVE F1.o0a6 MO's DOOR C�TPi PCE W/ N6W F -1--4- WINDOW r0 rsEMOVTt7 LAC W/ NTW t20G15- / � N WALL ro MOVW - 'r Vt./ E W/ NEW WINDO AND POOR5 LE i /iiiiiii.iiiiiiiiiii,,i li r� MOV 5litv1NG AND cA INE1 Y P V - 1 IV/VW ALL _.iii PLUME LNG FIXrl,J 5 i= 9 ,giO_<< 7 -171 7Tl II tzTMOVT 5i-ELVING \ \ II AND CAOINMrtY . r rr ri Lam - ki REMOVE ALL PLUMCSING F Ixiu 5 \ \ 1 I WNDOWW r0 ktMOV'TD - AND k) t.Aat2 WITH N✓W f�MOVT cA}3 it / RT MOVT ALL DooRS _ \ � WALL LEGEND KEY: /// / II 1 ALL wool? FLOORING r0 MAIN MOVE AND R SrTEL COLUMN AND EX1 Nt7 TEAM r0 IOW COLUMN. PROVIDE LA1TRA 5 Frokr 1 TXr, ALL WOOD FLOORING r0 MA;N scale: 1/4"=1 11 II 11 11 DEMOLITION PLAN 1' 1,0 b�';�� -1/ 2 .MC1-, 5125 @" O,C, WI 8" 6 N.3, e15a5, P JI.1 & tO bV51, WPB! 5, 0,06 LiCtD 041U. Pr10'VV NAI. I X151, NP1,1,5TOg MP, Mt, PR'C '1, & F SN R , 41,5, & 61,65 A5 tg 4.0 MAD NM. Ca06 & FW I5 5/A2 ra P r r, �,. T N DI aK w,�, 'N 8 5M'J R1 5 �I,� �1�N, ti COO � ( IPJG IT1' W/ �.%iirriri; t I' a � I r i I Uv A Gf \fW MEW & M411\6 figN N15, Fmr, ��ra & 5'1CCO roit /1 H EX5' 16 LEGAL DESCRIPTION LOTS 8 & 9 BLOCK 25 AMENDED PLAT OF MIAMI SHORES SECTION NO. 1- ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. N.E 92ND STREET DEMOLITION NOTES: SITE PLAN scale: 1"- 1. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL CONTACT THE ARCHITECT /ENGINEER OF ANY DEVIATIONS FROM THE DESIGN WORK. 2. ALL ELECTRICAL SERVICE IN AREAS OF DEMOLITION SHALL BE DISCONNECTED FROM SERVICE AT MAIN PANEL LOCATION PRIOR TO START OF WORK. ALL ABANDONED WIRING SHALL BE REMOVED AND TERMINATED TO EXISTING ELECTRICAL DEVICES OR JUNCTION BOXES. SECURE ALL REMAINING WIRING AND CONDUITS FOR FUTURE REMODELING AND ELECTRICAL REQUIREMENTS. ALL WORK TO BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. 3. CONTRACTOR SI -IALL VERIFY LOCATION OF ALL STRUCTURAL WALL AND COORDINATE DEMOLITION WORK WITH DEMOLITION PLANS PRIOR TO THE REMOVAL OF ANY CONCRETE BLOCK OR WOOD FRAME WALLS. ALL STRUCTURAL WALLS AND BEAMS SHALL BE REPLACED WITH APPROVED SHORING DEVICES WHICH WILL REMAIN IN PLACE UNTIL PERMANENT STRUCTURAL REINFORCING IS INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH A STRUCTURAL ENGINEER TO INSURE THAT PROPOSED SHORING IS ADEQUATE FOR EXISTING STRUCTURAL LOADS. 4. CONTRACTOR SHALL COORDINATE THE LOCATION AND REMOVAL OF ALL PLUMBING PIPES TO PREVENT DAMAGE DURING DEMOLITION. ALL ABANDONED WATER SUPPLY LINES SHALL BE TERMINATED AND CAPPED TO TEMPORARY LOCATIONS FOR FUTURE REMODELING AND PLUMBING REQUIREMENTS. 5. CONTRACTOR SHALL PROTECT ALL INTERIOR FINISHES TO PREVENT DAMAGE DURING THE DEMOLITION PROCESS. FLOORS AND WALLS SHALL BE SAW CUT OR CORE DRILLED AS REQUIRED. FLOORS AND WALLS SHALL BE LEFT CLEAN AND READY TO ACCEPT NEW CONSTRUCTION FINISHES FOR FUTURE REMODELING AND CONSTRUCTION REQUIREMENTS. L — —2 — 3 — — 5 — — — 8 — 9 —10 — 11 — 12 i I 1 44 ., 10.1g,&••••* ' 0 ,..\.:,''' S I "I:"' - I'''' ilifttl 1 1 i • - - - ' -,--- - 721§..w..-.„.,,:P.zologiumwmw-,:7, ....,,„ •,,,,, ..r..irl - • (305) 981-1037 (fax) a rc h • \ „,....,......., 035 • ( ..,. mi Shores, , . rch2Vaol.corn*, 1 te ts.:::nittr, 40 tor FL 33153 '" 0002389 AA 1 I I I 1 0 i f L==. -1--- r- r Ke51Ci L NUMBER: DATE: ITEM; 234 N.E. 92 ST. REVISIONS PRJ. MNGR. ess DRAWING BY eV SCALE AS NOTED SHEET TITLE SITE PLAN DEMOLITION PLAN J08 NUMBER 20 0S35 SHEET NUMBER Al - 01 DATE 4 - 11 - OS 4 — 5 10 — 11 — 12 — 13 GARAa 2008 r0 -MOVTD ANP ACED Wr-i MEW X1511NG MD100M I 'W CU5rOM GATT TNrtZY AT 5XI5rING CAfd'OIZr L A L WOOD FLOORING r0 1MAiN — �MOVE ALL Kira- N - CAf.WIZY AND 1 - I' _ - APPLIANCES • • u MOVE VAL 1 I'/ `1 WINDOW 1'0 C3E 1 MOVTD PLACE W/ N D006 PA\FL f3E7VVTTN - LVING r0 [ V MOVW — -- — — tzE MOVT DOOR FU, AND PArCN TO MA1CN 5rA1t25 rO C3T .MO'vW I 5 -I FOR NTW 5rAltz l -- ) 6 L r � L — — — _ — WOOD FLOORING TO MAIN - 1 MOVE F1.o0a6 MO's DOOR C�TPi PCE W/ N6W F -1--4- WINDOW r0 rsEMOVTt7 LAC W/ NTW t20G15- / � N WALL ro MOVW - 'r Vt./ E W/ NEW WINDO AND POOR5 LE i /iiiiiii.iiiiiiiiiii,,i li r� MOV 5litv1NG AND cA INE1 Y P V - 1 IV/VW ALL _.iii PLUME LNG FIXrl,J 5 i= 9 ,giO_<< 7 -171 7Tl II tzTMOVT 5i-ELVING \ \ II AND CAOINMrtY . r rr ri Lam - ki REMOVE ALL PLUMCSING F Ixiu 5 \ \ 1 I WNDOWW r0 ktMOV'TD - AND k) t.Aat2 WITH N✓W f�MOVT cA}3 it / RT MOVT ALL DooRS _ \ � WALL LEGEND KEY: /// / II 1 ALL wool? FLOORING r0 MAIN MOVE AND R SrTEL COLUMN AND EX1 Nt7 TEAM r0 IOW COLUMN. PROVIDE LA1TRA 5 Frokr 1 TXr, ALL WOOD FLOORING r0 MA;N scale: 1/4"=1 11 II 11 11 DEMOLITION PLAN 1' 1,0 b�';�� -1/ 2 .MC1-, 5125 @" O,C, WI 8" 6 N.3, e15a5, P JI.1 & tO bV51, WPB! 5, 0,06 LiCtD 041U. Pr10'VV NAI. I X151, NP1,1,5TOg MP, Mt, PR'C '1, & F SN R , 41,5, & 61,65 A5 tg 4.0 MAD NM. Ca06 & FW I5 5/A2 ra P r r, �,. T N DI aK w,�, 'N 8 5M'J R1 5 �I,� �1�N, ti COO � ( IPJG IT1' W/ �.%iirriri; t I' a � I r i I Uv A Gf \fW MEW & M411\6 figN N15, Fmr, ��ra & 5'1CCO roit /1 H EX5' 16 LEGAL DESCRIPTION LOTS 8 & 9 BLOCK 25 AMENDED PLAT OF MIAMI SHORES SECTION NO. 1- ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. N.E 92ND STREET DEMOLITION NOTES: SITE PLAN scale: 1"- 1. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL CONTACT THE ARCHITECT /ENGINEER OF ANY DEVIATIONS FROM THE DESIGN WORK. 2. ALL ELECTRICAL SERVICE IN AREAS OF DEMOLITION SHALL BE DISCONNECTED FROM SERVICE AT MAIN PANEL LOCATION PRIOR TO START OF WORK. ALL ABANDONED WIRING SHALL BE REMOVED AND TERMINATED TO EXISTING ELECTRICAL DEVICES OR JUNCTION BOXES. SECURE ALL REMAINING WIRING AND CONDUITS FOR FUTURE REMODELING AND ELECTRICAL REQUIREMENTS. ALL WORK TO BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. 3. CONTRACTOR SI -IALL VERIFY LOCATION OF ALL STRUCTURAL WALL AND COORDINATE DEMOLITION WORK WITH DEMOLITION PLANS PRIOR TO THE REMOVAL OF ANY CONCRETE BLOCK OR WOOD FRAME WALLS. ALL STRUCTURAL WALLS AND BEAMS SHALL BE REPLACED WITH APPROVED SHORING DEVICES WHICH WILL REMAIN IN PLACE UNTIL PERMANENT STRUCTURAL REINFORCING IS INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH A STRUCTURAL ENGINEER TO INSURE THAT PROPOSED SHORING IS ADEQUATE FOR EXISTING STRUCTURAL LOADS. 4. CONTRACTOR SHALL COORDINATE THE LOCATION AND REMOVAL OF ALL PLUMBING PIPES TO PREVENT DAMAGE DURING DEMOLITION. ALL ABANDONED WATER SUPPLY LINES SHALL BE TERMINATED AND CAPPED TO TEMPORARY LOCATIONS FOR FUTURE REMODELING AND PLUMBING REQUIREMENTS. 5. CONTRACTOR SHALL PROTECT ALL INTERIOR FINISHES TO PREVENT DAMAGE DURING THE DEMOLITION PROCESS. FLOORS AND WALLS SHALL BE SAW CUT OR CORE DRILLED AS REQUIRED. FLOORS AND WALLS SHALL BE LEFT CLEAN AND READY TO ACCEPT NEW CONSTRUCTION FINISHES FOR FUTURE REMODELING AND CONSTRUCTION REQUIREMENTS. L — —2 — 3 — — 5 — — — 8 — 9 —10 — 11 — 12 i 1 I L==. -1--- r- ''71--------Y L 234 N.E. 92 ST. F ///\\ j cr Lu O W 2 W POOL PL 2. ALLEY 4 — 5 10 — 11 — 12 — 13 GARAa 2008 r0 -MOVTD ANP ACED Wr-i MEW X1511NG MD100M I 'W CU5rOM GATT TNrtZY AT 5XI5rING CAfd'OIZr L A L WOOD FLOORING r0 1MAiN — �MOVE ALL Kira- N - CAf.WIZY AND 1 - I' _ - APPLIANCES • • u MOVE VAL 1 I'/ `1 WINDOW 1'0 C3E 1 MOVTD PLACE W/ N D006 PA\FL f3E7VVTTN - LVING r0 [ V MOVW — -- — — tzE MOVT DOOR FU, AND PArCN TO MA1CN 5rA1t25 rO C3T .MO'vW I 5 -I FOR NTW 5rAltz l -- ) 6 L r � L — — — _ — WOOD FLOORING TO MAIN - 1 MOVE F1.o0a6 MO's DOOR C�TPi PCE W/ N6W F -1--4- WINDOW r0 rsEMOVTt7 LAC W/ NTW t20G15- / � N WALL ro MOVW - 'r Vt./ E W/ NEW WINDO AND POOR5 LE i /iiiiiii.iiiiiiiiiii,,i li r� MOV 5litv1NG AND cA INE1 Y P V - 1 IV/VW ALL _.iii PLUME LNG FIXrl,J 5 i= 9 ,giO_<< 7 -171 7Tl II tzTMOVT 5i-ELVING \ \ II AND CAOINMrtY . r rr ri Lam - ki REMOVE ALL PLUMCSING F Ixiu 5 \ \ 1 I WNDOWW r0 ktMOV'TD - AND k) t.Aat2 WITH N✓W f�MOVT cA}3 it / RT MOVT ALL DooRS _ \ � WALL LEGEND KEY: /// / II 1 ALL wool? FLOORING r0 MAIN MOVE AND R SrTEL COLUMN AND EX1 Nt7 TEAM r0 IOW COLUMN. PROVIDE LA1TRA 5 Frokr 1 TXr, ALL WOOD FLOORING r0 MA;N scale: 1/4"=1 11 II 11 11 DEMOLITION PLAN 1' 1,0 b�';�� -1/ 2 .MC1-, 5125 @" O,C, WI 8" 6 N.3, e15a5, P JI.1 & tO bV51, WPB! 5, 0,06 LiCtD 041U. Pr10'VV NAI. I X151, NP1,1,5TOg MP, Mt, PR'C '1, & F SN R , 41,5, & 61,65 A5 tg 4.0 MAD NM. Ca06 & FW I5 5/A2 ra P r r, �,. T N DI aK w,�, 'N 8 5M'J R1 5 �I,� �1�N, ti COO � ( IPJG IT1' W/ �.%iirriri; t I' a � I r i I Uv A Gf \fW MEW & M411\6 figN N15, Fmr, ��ra & 5'1CCO roit /1 H EX5' 16 LEGAL DESCRIPTION LOTS 8 & 9 BLOCK 25 AMENDED PLAT OF MIAMI SHORES SECTION NO. 1- ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. N.E 92ND STREET DEMOLITION NOTES: SITE PLAN scale: 1"- 1. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL CONTACT THE ARCHITECT /ENGINEER OF ANY DEVIATIONS FROM THE DESIGN WORK. 2. ALL ELECTRICAL SERVICE IN AREAS OF DEMOLITION SHALL BE DISCONNECTED FROM SERVICE AT MAIN PANEL LOCATION PRIOR TO START OF WORK. ALL ABANDONED WIRING SHALL BE REMOVED AND TERMINATED TO EXISTING ELECTRICAL DEVICES OR JUNCTION BOXES. SECURE ALL REMAINING WIRING AND CONDUITS FOR FUTURE REMODELING AND ELECTRICAL REQUIREMENTS. ALL WORK TO BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. 3. CONTRACTOR SI -IALL VERIFY LOCATION OF ALL STRUCTURAL WALL AND COORDINATE DEMOLITION WORK WITH DEMOLITION PLANS PRIOR TO THE REMOVAL OF ANY CONCRETE BLOCK OR WOOD FRAME WALLS. ALL STRUCTURAL WALLS AND BEAMS SHALL BE REPLACED WITH APPROVED SHORING DEVICES WHICH WILL REMAIN IN PLACE UNTIL PERMANENT STRUCTURAL REINFORCING IS INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH A STRUCTURAL ENGINEER TO INSURE THAT PROPOSED SHORING IS ADEQUATE FOR EXISTING STRUCTURAL LOADS. 4. CONTRACTOR SHALL COORDINATE THE LOCATION AND REMOVAL OF ALL PLUMBING PIPES TO PREVENT DAMAGE DURING DEMOLITION. ALL ABANDONED WATER SUPPLY LINES SHALL BE TERMINATED AND CAPPED TO TEMPORARY LOCATIONS FOR FUTURE REMODELING AND PLUMBING REQUIREMENTS. 5. CONTRACTOR SHALL PROTECT ALL INTERIOR FINISHES TO PREVENT DAMAGE DURING THE DEMOLITION PROCESS. FLOORS AND WALLS SHALL BE SAW CUT OR CORE DRILLED AS REQUIRED. FLOORS AND WALLS SHALL BE LEFT CLEAN AND READY TO ACCEPT NEW CONSTRUCTION FINISHES FOR FUTURE REMODELING AND CONSTRUCTION REQUIREMENTS. L — —2 — 3 — — 5 — — — 8 — 9 —10 — 11 — 12 4 - 5 10 — 11— 12 — 13 B E F cX. VtZtk �Xi511NG GAIL E X. WA5H, X1511N6 GROOM 4 37"Wx505/8 'H LXI511N6 [3A LXI51iNG CAWOLf 3' - 10' 4' -11' 74 " W6 " H XI51iNG DINING BOOM Vat N 60" X 38 5/61-1 4' -11' 151'' "H XI511NG LIVING 1200M X1511NG FAMILY B OOM 60 "X 84 "H 60 "X84" N 15' -10' P CK Al�A 2' -6' e , I 4 iid oa} no }dwv } " >i4 do4i�oop. �x�a' d >4M4 � O.it N14 'Y9 x: M'1 4Y }1i �:��1y d . 4 :} % q :IS':k .. .d• tf} . y :. �::. dk M �4 }rap.} 3F nIZ00M 3 2' 6' 2' -3' MA51t E3Atl 6' -4" [A11112OOM 2 57 x 1 1 1 1 1 1 1 1 1 1 1 1 G H I J K L 1 24 1 7' -2' 6'-6' N 0 WALL LEGEND KEY: P 2" ii 5 n5 X16" OC W/ 7/8" 6 W 'A 5a5 p1 & P 145- fO 144C- r(51 NittL519 L can 3Y OWt MO W'PL, -Y151 W; L5 TO r, MO PANS, P4C -1, & f11\ N 1t PLOD A415, & 6L65 MACH 5•11% Ca & PN! 5 CC% „Cg DY h Vd K NJPI L IN/8 5 "1 COO Nnf; W/ I v591,Aila1 a W I VN 5L & P PP1I far,V5 PP1N1, FAO, & 51C0 f01/6-1)(1511\6. NO'TH MAIN HOUSE- FLOOR PLAN scale: 1/4"=1'-0" —2 — 3 — — — — 7 — 8 - 9 —10 - 11 —12 ;i r...4 7 . 5 . , ,,,..... se.t.t....44x..,,,.....„.........„. AL t si ot . 11 1 A35 . (305) 981.10 37 (fax) ::* q...., ‘,...,,?..,,...„.? a 1-$ ,.. 6........, 4.„, ,-,. 7,2, , ., - . .4— ,--. Ae—ii, 0 4 __ % ii dif I 16 i r Kesiclence NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. 2SS DRAWING BY CRP SCALE AS NOTED SHEET TITLE FLOOR PLANS JOB NUMBER 200S3S SHEET NUMBER A 1- 02 DATE 4 - 0S 4 - 5 10 — 11— 12 — 13 B E F cX. VtZtk �Xi511NG GAIL E X. WA5H, X1511N6 GROOM 4 37"Wx505/8 'H LXI511N6 [3A LXI51iNG CAWOLf 3' - 10' 4' -11' 74 " W6 " H XI51iNG DINING BOOM Vat N 60" X 38 5/61-1 4' -11' 151'' "H XI511NG LIVING 1200M X1511NG FAMILY B OOM 60 "X 84 "H 60 "X84" N 15' -10' P CK Al�A 2' -6' e , I 4 iid oa} no }dwv } " >i4 do4i�oop. �x�a' d >4M4 � O.it N14 'Y9 x: M'1 4Y }1i �:��1y d . 4 :} % q :IS':k .. .d• tf} . y :. �::. dk M �4 }rap.} 3F nIZ00M 3 2' 6' 2' -3' MA51t E3Atl 6' -4" [A11112OOM 2 57 x 1 1 1 1 1 1 1 1 1 1 1 1 G H I J K L 1 24 1 7' -2' 6'-6' N 0 WALL LEGEND KEY: P 2" ii 5 n5 X16" OC W/ 7/8" 6 W 'A 5a5 p1 & P 145- fO 144C- r(51 NittL519 L can 3Y OWt MO W'PL, -Y151 W; L5 TO r, MO PANS, P4C -1, & f11\ N 1t PLOD A415, & 6L65 MACH 5•11% Ca & PN! 5 CC% „Cg DY h Vd K NJPI L IN/8 5 "1 COO Nnf; W/ I v591,Aila1 a W I VN 5L & P PP1I far,V5 PP1N1, FAO, & 51C0 f01/6-1)(1511\6. NO'TH MAIN HOUSE- FLOOR PLAN scale: 1/4"=1'-0" —2 — 3 — — — — 7 — 8 - 9 —10 - 11 —12 4 — 5 10 — 11 — 12 — 13 X151'IN6 PEINOOM 4 MA5T12 r WOOM MA5T2 [ A1112OOM O. V?.i a ; '. I IIE :' kES€Y9 Y ;4.; 88 Clyp 88E11?r8t $118 :.. gd s,? LXI511NG POOL W W Jr W W W W W W W W W W i W X, OM EX. WAON 1 / / / / F / / / 1 / / r r r r r / / r r d. COL -1 8 "X8" P.T. WOOD PO SUPPORTING TRELLIS ABOVE (TYPICAL). SEE S -01 FOR DETAILS. PPOPEPiYI, rH OOM 3 N 3AROOM 2 W PATIO -YARD PLAN scale: 1/4"=1 —2 — 3 —4 —5 - 6 - 7 - 8 _9 —10 —11 —12 1: in SAT , "i,.:.:.::.......,...:.:,:,:......,:t...: : • fj,Z;Ni- 1035 • • (305) 981-1037 (fax) .. a rc ts • •i .-:: 1 te - _, , , r - ro'. -,0A; 'vo .330671Mianii Shores, FL 331.33 79g1:4 ot:::1, NiO44... - 1/4 . •., rch2@aol.conio;;AA0002389 \\\1 • i ll ' 1 cli II I ILC 25+ N1. 9 2 5treet NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. 1SS DRAWING BY CRP SCALE AS NOTED SHEET TITLE DETAILED PATIO PLANS YARD -- J08 NUMBER 200S3S SHEET NUMBER Al -03 DATE 4 -4 '1-OS 4 — 5 10 — 11 — 12 — 13 X151'IN6 PEINOOM 4 MA5T12 r WOOM MA5T2 [ A1112OOM O. V?.i a ; '. I IIE :' kES€Y9 Y ;4.; 88 Clyp 88E11?r8t $118 :.. gd s,? LXI511NG POOL W W Jr W W W W W W W W W W i W X, OM EX. WAON 1 / / / / F / / / 1 / / r r r r r / / r r d. COL -1 8 "X8" P.T. WOOD PO SUPPORTING TRELLIS ABOVE (TYPICAL). SEE S -01 FOR DETAILS. PPOPEPiYI, rH OOM 3 N 3AROOM 2 W PATIO -YARD PLAN scale: 1/4"=1 —2 — 3 —4 —5 - 6 - 7 - 8 _9 —10 —11 —12 4 - 5 10 - 11 - 12 - 13 W W EX. P1 M2 EX. WASH, EXISTING GP+GE EX15t1NG CAW0121" EXISTING PINING tz00M KITC} -N EX1511NG 5IPEWALK 1 DUow cpwco o'cYla ' c �• eb PoPoP W * W W W W W W W W W Jr * W Jr * W W W W W W W W W W W W W W W Jr W W W * W Jr W W W W W W W W W W W W '. W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W W Jr * W Jr W W Jr W W W W W W Jr W W W W W W * W W Jr W W * W Jr W Jr W W W W W W W W W W Jr W W W W * W W W W W W e. at W J. W W W W W J. W W W Jr W W W W Eris 111 4110 4 W W W W W W W W W W W W W W 4. W 4. W 4 W W W W op di or di imp • or q W W W W W W W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W W Jr W Jr W W W W 4. W W W W W W W W Jr W W W W W Jr W W W W W W W W W W W W W Jr W Jr W cD o ��cD o o0cD 0o -o elffr -0 •grp ibo 111111W VOW NINNY - gio -* -0 PoPoPoP 41. 2 A/- 1 -to _c) 11 1. c_D W -• el/ O W W Jr W W W W W W W W W W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W 4 W W 4 Jr W W W W Jr W W W W W W W W W W W W W 4 W W W W W Jr W W W W W W W W W Jr W W W W Jr W W Jr Jr W W W W 4 Jr W W W Jr W W 4. Jr W W W W W 4' W W W W W W W W Jr W W W 4 Jr Jr W W W W W W W W W W W W Jr W W W W W W W W W W W W Jr W W W W W 4 W J• y W y W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W Jr Jr W W W Jr W W W W W W W W W W W W W W W W W W W W W Jr W W 4 W W W W W W W W W W Jr W W W W W Jr W W W 4 Jr W W W W W W W Jr Jr Jr 4Y W W W 4. W W W W W W Jr W W W W W W W Jr W W W W W W W W W W W Jr W W W W W W Jr W Jr W W V W Jr W W W W W W W W W Jr W W W Jr WEX1StJl\1G SrP SWQi.I, W Jr W W Jr Jr W W W W W W W W Jr W J• W J. Jr J. W Jr W W W J• W y W W W 4 W W W W W W 4* W W W W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W 4. J• W W W W W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W W W W 4Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W y W W W W W W W W W W W W W W W W W W W 4 W Jr W W W W W W J• Jr W W Jr W Jr W W W Jr W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4 W W Jr W W y Jr Jr W W W W W W W Jr W W W W W elp PoPoPoPocgacgocDocDo 4.0 Po O l Po C _ Po 0�0�0 c� = W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W J 44, W W W W W W W W W 44. W W W W W W V 440 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W •,* .W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W .. W W W W W W 4 W W W W W W W W W W W W ft7t200M 3 w_^ w_ W W FPL.MS W W W W W W J W W W W W W W W W J• W W W W J W W W W .y W W .Y W W W W W W W W W W J• W W W W J W W W W W W W W W W W W W W W W W W W W W W W W W W J W W W W W W W W W W W W J W W W W W W W W W W W W W W W W J W W W W W W W W W W W W W W W W W W W J W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4 W W W W W W W W W W W W W W W W W J flir■ OIMP 0.■4141■ 1/ a: • 1 9r4 TWZ00M 5 7- Ap * - . # *di 1/ merl eri irttAdli W EXISTING LIVING 1200M EXI5TING FAMLYWOM O l U W W W W W 4 W W FRONT DRIVEWAY scale: 1/4"=1'-0" -2 _3 - 4 _5 -6 -7 - -9 -10 -11 -12 1 1 :::.%e ..• „ .... .4.,*:44%::::k 1 : * e ''...:MVPMetantIMA: -1035 • (305) 981-1037 (fax) a rc h 1 te tS11741.14';'..)30671*Miami Shores, FL 33153 ....,,,„:„.„,,:, rch2t 89 i 1 I r V it 11 r Ke5iclence NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. CSS DRAWING BY CRP SCALE AS We SHEET TITLE DETAILED FLOOR PLANS FRONT DRIVEWAY JOB NUMBER 200S3S SHEET NUMBER Al -04 DATE ( 01 - OS 4 - 5 10 - 11 - 12 - 13 W W EX. P1 M2 EX. WASH, EXISTING GP+GE EX15t1NG CAW0121" EXISTING PINING tz00M KITC} -N EX1511NG 5IPEWALK 1 DUow cpwco o'cYla ' c �• eb PoPoP W * W W W W W W W W W Jr * W Jr * W W W W W W W W W W W W W W W Jr W W W * W Jr W W W W W W W W W W W W '. W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W W Jr * W Jr W W Jr W W W W W W Jr W W W W W W * W W Jr W W * W Jr W Jr W W W W W W W W W W Jr W W W W * W W W W W W e. at W J. W W W W W J. W W W Jr W W W W Eris 111 4110 4 W W W W W W W W W W W W W W 4. W 4. W 4 W W W W op di or di imp • or q W W W W W W W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W W Jr W Jr W W W W 4. W W W W W W W W Jr W W W W W Jr W W W W W W W W W W W W W Jr W Jr W cD o ��cD o o0cD 0o -o elffr -0 •grp ibo 111111W VOW NINNY - gio -* -0 PoPoPoP 41. 2 A/- 1 -to _c) 11 1. c_D W -• el/ O W W Jr W W W W W W W W W W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W 4 W W 4 Jr W W W W Jr W W W W W W W W W W W W W 4 W W W W W Jr W W W W W W W W W Jr W W W W Jr W W Jr Jr W W W W 4 Jr W W W Jr W W 4. Jr W W W W W 4' W W W W W W W W Jr W W W 4 Jr Jr W W W W W W W W W W W W Jr W W W W W W W W W W W W Jr W W W W W 4 W J• y W y W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W Jr Jr W W W Jr W W W W W W W W W W W W W W W W W W W W W Jr W W 4 W W W W W W W W W W Jr W W W W W Jr W W W 4 Jr W W W W W W W Jr Jr Jr 4Y W W W 4. W W W W W W Jr W W W W W W W Jr W W W W W W W W W W W Jr W W W W W W Jr W Jr W W V W Jr W W W W W W W W W Jr W W W Jr WEX1StJl\1G SrP SWQi.I, W Jr W W Jr Jr W W W W W W W W Jr W J• W J. Jr J. W Jr W W W J• W y W W W 4 W W W W W W 4* W W W W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W 4. J• W W W W W W W W W W W W W W W W W W Jr W W W W W W W W W W W W W W W W 4Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W y W W W W W W W W W W W W W W W W W W W 4 W Jr W W W W W W J• Jr W W Jr W Jr W W W Jr W Jr W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4 W W Jr W W y Jr Jr W W W W W W W Jr W W W W W elp PoPoPoPocgacgocDocDo 4.0 Po O l Po C _ Po 0�0�0 c� = W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W J 44, W W W W W W W W W 44. W W W W W W V 440 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W •,* .W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W .. W W W W W W 4 W W W W W W W W W W W W ft7t200M 3 w_^ w_ W W FPL.MS W W W W W W J W W W W W W W W W J• W W W W J W W W W .y W W .Y W W W W W W W W W W J• W W W W J W W W W W W W W W W W W W W W W W W W W W W W W W W J W W W W W W W W W W W W J W W W W W W W W W W W W W W W W J W W W W W W W W W W W W W W W W W W W J W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4 W W W W W W W W W W W W W W W W W J flir■ OIMP 0.■4141■ 1/ a: • 1 9r4 TWZ00M 5 7- Ap * - . # *di 1/ merl eri irttAdli W EXISTING LIVING 1200M EXI5TING FAMLYWOM O l U W W W W W 4 W W FRONT DRIVEWAY scale: 1/4"=1'-0" -2 _3 - 4 _5 -6 -7 - -9 -10 -11 -12 4 — 5 — 10 — 11 — 12 — 13 B 0 • • • • • • III 111 Mr Br ./ I I I I rtr_��rl • I111■MI■ - - - rermonnummilmonifripm Nr 'it FJr*.Nb51kt. 'iC1/400 RDMMCA. 6..5 � .W4f:5, rti N7 4 tt fl,9%tki. 16506 6 5f6 ,Of /LT. kW N 1 FS'G''i∎50 1)00 111 r L y 5 AILI: =iiI111 E; =: +45j1 52.1 4 431 ill ill Mali AO- IPA D E INOGC 546 ICI F P"'" m mmmlmrrr_�__ mmmmINOIRM mMMUMMI m M 11 1111011MMEIMMOMMINIMINMUNIMIN MIIIIIISIMMII•1111111110•11110111MI1111111111101111•11111111M111101111111111111M1111111111111HINEMMININIMMINIMINIMIIINNIM1110111111111111/" 1 -58.4 0 FA 11,',5 502 543 r r 002 ;43 08 -58.4 0 0 0 - scale: 1/4"=V-0" WEST ELEVATION @ courtyard 0 KNOI'(,^YK i5 9.00 ftN.) :10ti,C, VIW S0,; `O'C"Y.PY6"l7SILIS __ IMMIN IUMMI NUMErmrmrI I 1 111MEMIMIMMINM l r� .. . ""Iffiffifirralniffelgre prompirl 541 ';3 0) 0 0 0 0 0 +533 -53.4 1 EMI NM MIN NMI 111111ii•111111ii 1 52.4 -510 � __ _ 511. AN-' Atlaa .^twNt101. PR.Uf, FA* AT _ 5 r 1G Mt fhtIM51 CP5f AV( VdPGPr1EV tk,) 50,0-MA 9114 iG 101 4 a P1j. 4 Pi ri Altt 7�4! NORTH ELEVATION scale: 1/4"=V-0" SOUTH ELEVATION scale: 1/4"=I-0" WEST ELEVATION scale: 1/4"=I-0" EAST ELEVATION scale: 1/4"=1-0" — 1 —2 —3 —4 —5 —6 —7 —8 — — 10 —1 —12 S FEENNIEN NOVIDE\ W:::NiffarglaiA , :7:...f.,.: : DIPAPPROMMMANWPWARr :',' MWY. j 1 035 • (305) 981-1037 (fax) \ \ i ,' . 1 i I 1 ., ‘1 h� ' ` 1 V 1` + 45,5 -01 1 Li I 1 G ∎I NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. ess DRAWING BY eRP SCALE AS NOTED SHEET TITLE EXTERIOR ELEVATIONS JOB NUMBER 200S3S SHEET NUMBER A 2 01 DATE 4 - 11 - OS 4 — 5 — 10 — 11 — 12 — 13 B 0 • • • • • • III 111 Mr Br ./ I I I I rtr_��rl • I111■MI■ - - - rermonnummilmonifripm Nr 'it FJr*.Nb51kt. 'iC1/400 RDMMCA. 6..5 � .W4f:5, rti N7 4 tt fl,9%tki. 16506 6 5f6 ,Of /LT. kW N 1 FS'G''i∎50 1)00 111 r L y 5 AILI: =iiI111 E; =: +45j1 52.1 4 431 ill ill Mali AO- IPA D E INOGC 546 ICI F P"'" m mmmlmrrr_�__ mmmmINOIRM mMMUMMI m M 11 1111011MMEIMMOMMINIMINMUNIMIN MIIIIIISIMMII•1111111110•11110111MI1111111111101111•11111111M111101111111111111M1111111111111HINEMMININIMMINIMINIMIIINNIM1110111111111111/" 1 -58.4 0 FA 11,',5 502 543 r r 002 ;43 08 -58.4 0 0 0 - scale: 1/4"=V-0" WEST ELEVATION @ courtyard 0 KNOI'(,^YK i5 9.00 ftN.) :10ti,C, VIW S0,; `O'C"Y.PY6"l7SILIS __ IMMIN IUMMI NUMErmrmrI I 1 111MEMIMIMMINM l r� .. . ""Iffiffifirralniffelgre prompirl 541 ';3 0) 0 0 0 0 0 +533 -53.4 1 EMI NM MIN NMI 111111ii•111111ii 1 52.4 -510 � __ _ 511. AN-' Atlaa .^twNt101. PR.Uf, FA* AT _ 5 r 1G Mt fhtIM51 CP5f AV( VdPGPr1EV tk,) 50,0-MA 9114 iG 101 4 a P1j. 4 Pi ri Altt 7�4! NORTH ELEVATION scale: 1/4"=V-0" SOUTH ELEVATION scale: 1/4"=I-0" WEST ELEVATION scale: 1/4"=I-0" EAST ELEVATION scale: 1/4"=1-0" — 1 —2 —3 —4 —5 —6 —7 —8 — — 10 —1 —12 4E5 -531 S' + 45,5 -01 ∎I 4 — 5 — 10 — 11 — 12 — 13 B 0 • • • • • • III 111 Mr Br ./ I I I I rtr_��rl • I111■MI■ - - - rermonnummilmonifripm Nr 'it FJr*.Nb51kt. 'iC1/400 RDMMCA. 6..5 � .W4f:5, rti N7 4 tt fl,9%tki. 16506 6 5f6 ,Of /LT. kW N 1 FS'G''i∎50 1)00 111 r L y 5 AILI: =iiI111 E; =: +45j1 52.1 4 431 ill ill Mali AO- IPA D E INOGC 546 ICI F P"'" m mmmlmrrr_�__ mmmmINOIRM mMMUMMI m M 11 1111011MMEIMMOMMINIMINMUNIMIN MIIIIIISIMMII•1111111110•11110111MI1111111111101111•11111111M111101111111111111M1111111111111HINEMMININIMMINIMINIMIIINNIM1110111111111111/" 1 -58.4 0 FA 11,',5 502 543 r r 002 ;43 08 -58.4 0 0 0 - scale: 1/4"=V-0" WEST ELEVATION @ courtyard 0 KNOI'(,^YK i5 9.00 ftN.) :10ti,C, VIW S0,; `O'C"Y.PY6"l7SILIS __ IMMIN IUMMI NUMErmrmrI I 1 111MEMIMIMMINM l r� .. . ""Iffiffifirralniffelgre prompirl 541 ';3 0) 0 0 0 0 0 +533 -53.4 1 EMI NM MIN NMI 111111ii•111111ii 1 52.4 -510 � __ _ 511. AN-' Atlaa .^twNt101. PR.Uf, FA* AT _ 5 r 1G Mt fhtIM51 CP5f AV( VdPGPr1EV tk,) 50,0-MA 9114 iG 101 4 a P1j. 4 Pi ri Altt 7�4! NORTH ELEVATION scale: 1/4"=V-0" SOUTH ELEVATION scale: 1/4"=I-0" WEST ELEVATION scale: 1/4"=I-0" EAST ELEVATION scale: 1/4"=1-0" — 1 —2 —3 —4 —5 —6 —7 —8 — — 10 —1 —12 4 — 5 10 — 11 — 12 — 13 scale: 1/2 " =1' -0" L I =1 I 1 scale: 1/2" =1' -0" z 41/2" F NSPWOOt7 OC11P.) —� X1511NG WOOF) FL- 00kING I I N it1r 0414 00. i. lE W IIT' POT Ai' fkU,f 154A>dP.AtirO, 6'3 Ch';P fJ la 6/ ti LF 1 k-9 9;ti. k91.K "CN --� c r'2" .N3 ''I BuC2 3 CCM 115. fl)lfGPJ rte P.4 PDX AT M'A(11P) - r p. fr' i, 1 kStG "kNf "?E41)016- q, At 11Kt if1'Y 1k�? 511. MVP 1/ 2" C'A1NT2 W009 IX P ('1'PJ SECTION A- TYPICAL SECTION AT WINDOW PG1.110 411 lft YOi v;,1Y51 e7Ft L- g ;LV'I!?11 5 PNG l'1,W0i S. 5XI5t1N6 W0017 L 0 I I t v 0 fLOG /-7 2L 2' 'CT ,..,151∎16 4 :K}'WOZ ?4Nf10iAti 70AX PVC, SECTION A- TYPICAL SECTION AT DOOR 1 I 1 1 M N 0 P — 1 —2 — 3 —4 —5 — 7 —B — —10 —11 —12 FL.001: 0.6 Xl5T1NG SAL .F4WW: • :" -1035 • • (305) 981-1037 (fax) , . . ,..) . �I I 0 0 QDLI9)!QN NUMBER: DATE: ITEM: REVISIONS PRJ. MNGR. C55 DRAWING BY CRP SCALE AS NOM SHEET TITLE BUILDING SECTIONS JOB NUMBER 200S3S SHEET NUMBER A3-01 DATE 441" OS 4 — 5 10 — 11 — 12 — 13 scale: 1/2 " =1' -0" L I =1 I 1 scale: 1/2" =1' -0" z 41/2" F NSPWOOt7 OC11P.) —� X1511NG WOOF) FL- 00kING I I N it1r 0414 00. i. lE W IIT' POT Ai' fkU,f 154A>dP.AtirO, 6'3 Ch';P fJ la 6/ ti LF 1 k-9 9;ti. k91.K "CN --� c r'2" .N3 ''I BuC2 3 CCM 115. fl)lfGPJ rte P.4 PDX AT M'A(11P) - r p. fr' i, 1 kStG "kNf "?E41)016- q, At 11Kt if1'Y 1k�? 511. MVP 1/ 2" C'A1NT2 W009 IX P ('1'PJ SECTION A- TYPICAL SECTION AT WINDOW PG1.110 411 lft YOi v;,1Y51 e7Ft L- g ;LV'I!?11 5 PNG l'1,W0i S. 5XI5t1N6 W0017 L 0 I I t v 0 fLOG /-7 2L 2' 'CT ,..,151∎16 4 :K}'WOZ ?4Nf10iAti 70AX PVC, SECTION A- TYPICAL SECTION AT DOOR 1 I 1 1 M N 0 P — 1 —2 — 3 —4 —5 — 7 —B — —10 —11 —12 FL.001: 0.6 Xl5T1NG I ILI • ' I 1 4S.., ,,,, •mtmiNs.., • , ,.., S 0 ,.. • .. ::. oftfocimm*:•A ftmkk*.m..„„.., • 'MV....,' .iffn.a:RONOMME A ... 4t.almvirtr • (305 ) 981 -1 03 7 (fax) , iii , , 064i4,4035 arc .„,::: ....„,:,:: 1 t ::, ..„. 1,,, 30671 *Miami Shores, FL 33153' : litio SI rch2 0 aol . (Joni • ; AA0002 3 89 SW' ij I Cr: 1 \ e -- ---- V Alex R a..r ,e5iclence NUMBER: DATE: ITEM: 0 4 - 2g - OS Mme. REVISIONS PRJ. MNCR. CZ DRAWING BY CRP SCALE AS NOTED SHEET TITLE MECHANICAL/ PLUMBING PLAN JOB NUMBER 200S3S SHEET NUMBER M P - 01 DATE 4 - o5 4 — 5 — 10— 11— 12— 13 N XI511NG LIVING ROOM XI511NG FAMILY ROOM MCK AIWA MECHANICAL GENERAL NOTES: 1. GENERAL: A. ALL WORK SHALL BE ONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF HVAC WORK. C. ARRANGE AND PAY FOR ALL PERMITS LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. COMPRESSORS SHALL BE GUARANTEED FOR 5 YEARS MINIMUM. 2. DESIGN PARAMETERS: A. OUTDOOR DESIGN TEMPERATURE (SUMMER): 91F DB AND 79F WB B. OUTDOOR DESIGN TEMPERATURE (WINTER): 45F DB C. INDOOR DESIGN . TEMPERATURE (SUMMER): 78F DB D. INDOOR DESIGN TEMPERATURE (WINTER): 72F DB 3. ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF 75F, AND COOLING MODE MINIMUM SETTING 70F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT THE SIMULTANEOUS OPERATION OF HEATING AND COOLING. MOUNT THERMOSTAT 5' -0' ABOVE FINISHED FLOOR. 4. EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. 5. MATERIALS: A. REFRIGERANT PIPING SHALL BE TYPE L SOFT OR HARD DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. INSULATION- REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH 1/2" THICK FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS WITH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE. C. DUCTWORK- ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE OF FIBERGLASS DUCTBOARD CONSTRUCTION, FABRICATED AND INSTALLED AS PER LATEST EDITION OF SMACNA "FIBROUS GLASS DUCT MANUAL'. IN ATTIC SPACE INSTALL 1 -1/2 IN. THICK DUCTWORK AND IN CONDITIONED SPACE INSTALL 1 IN. THICK DUCTWORK. ALL EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL OR ALUMINUM DUCT NOT LIGHTER THAN 26 GAGE. aLL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. FLEXIBLE DUCTWORK INSULATED WITH 1 1/2" THICK FIBERGLASS INSULATION WITH FRK VAPOR BARRIER. R -6.0 MIN. 6. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, MOTOR HUM, VIBRATION, OR MECHANICAL MOVEMENT. 7. ALL GRILLES AND DIFFUSERS TO BE ALUMINUM CONSTRUCTION- TITUS MANUFACTURER OR EQUAL - WITH HIDDEN OPOSSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES AND DIFFUSERS. FINISH AND COLOR SELECTED BY OWNER. I I I A B C 6' N D 12x12 II II scale: N.T.S. KI2 RAG 12 E AIR HAW. N Alt; FLOW C ROOM 3 MECHANICAL PLAN scale: 1/4 " =1' -0" AR r7UC1' C se F PLAN VIEW) MVAL POUND FI111NG QUAPM11 OPT 2A1'OC; f3E OU1'51P IN5U-AION, Pr;OVib� INSLLA11ON G1 2 WI E ga55Al2Y, XAL JOIN I31,1Cf Seat; 1'APT /\,/ POC;FOPAIEb 19IFFLIV WIN 01 61-A2 t7AMln AOAPT W5U.AIW 1 F �X. Wt'J N5N LW ON LX. CONC SLACK WICK -IN- CLO FLEXIBLE DUCT CONNECTION DETAIL G CFM N5 -A1Wb FLAX'UC1 H scale: N.T.S. FXI511N116 LINING ROOM a • 1/2" I/2" y, J 6" -IC LAV PLUMBING RISER N CJFCK NIA TIE TO DISK SEPTIC T WCI /2 "C X1511NG LIVING ROOM X1511NG FAMILY ROOM PUU fiW! /2 1"4112C00 fO NNW R11115, 2, COCA; )',1516 51J',Y/WCOW NhY 5 /4II 5'',Y, 5 NO tVIN,06 A'PI,L In n f,OCA110N5, I K i M 10 � XI511NG 51 TANK II 0 scale: N.T.S. f I 121z00M 3 C3A1NI200M 2 MA5TR r 1iP1200M 91200M 2 PLUMBING PLAN scale: 1/4"= J 2 "V11; LOCM FX1511NG VW' MP - It IN XI511NG —9 L 4" WC SANITARY RISER WALK- IN- CL05F1 2 "V11; J —2 — 3 —4 — 5 — 6 —7 — a — —11 —12 PANEL SCHEDULE 1t. N51 Ht'f MN: ',50 F�UPS VOLfs, 120/ 24OV, I P i, 3W fxsil 200 FA PR L ( 201 k0 P05 LOPV CH. IMF C . 1 \ ) Ub U C l.) "--.0 �� � / c) (e .) 4) CO ,.....a >,..i. M N X . wisurearrs ) Illj s'*' C 5Z0 `0 t-c■ (1) 4-) q") N L6---.% Z ,... 2 + C N % L O � l �" (1) uv'N J E 2 NUMBER: DATE: ITEM: I 5 -6 -05 V. M COMMEN - 15 ;560 I -1/4 5 100 2 fiN PN1, "C2 REVISIONS PRJ. MNGR. C$s DRAWING BY CRP SCALE As NOTE SHEET TITLE ELECTRICAL PLAN JOB NUMBER 200535 SHEET NUMBER E -01 DATE 441" OS PANEL SCHEDULE 1t. N51 Ht'f MN: ',50 F�UPS VOLfs, 120/ 24OV, I P i, 3W fxsil 200 FA PR L ( 201 k0 P05 LOPV CH. IMF 11$' POLL C 5Z0 CK1 CK1 RIVIION POLL TW Nri COW LCV ;560 I -1/4 5 100 2 fiN PN1, "C2 1 2 LXI511N6 12/Na / OV;N 12000 12 i/ 2 800 1500 I tk 5000 20 A T N GFCI 5 4 FX1511NG 1 15 14 1/2 12I9-I'WAM 120C I / 2 12 20 1 GI, 05P1 5 6 MI / OV1N 2 50 6 5/ 4 2000 1100 I/2 14 POOL PUP 2300 EK1511N6 1 8 -- -- -- -- -. .. 00 1•YDPO1113 PUMP 500 15 I L11511NG 9 0 X15116 100 / 2 14 15 I FX511 II 12 f,XI511\6 i'1161' 10000 W @ 00% 10000 1100 10000 14 PfMAIIva, © 40% 34,215 F1(15i1NG 15 I4 ;XI511JG ucrdC Ifff 7800 X 100% = 1800 1100 I/ 2 14 15 I 01111,1"5/L1 5 15 ' 6 E (1511 \G 132.0 1500 I/ 2 12 20 5w L 01,IANCF5 11 8 ;YJ5111\6 1500 1/ 2 12 20 SMA,I. W'11,I■NCL5 (ICI) 19 20 MIC UNAVL 1 20 12 I/ 2 1650 1500 1/ 2 12 20 I 5MAa, PFI'LI (GM 21 22 G151 k I 20 12 1/ 2 1200 600 1/ 2 14 15 I OIi1L15/ LI 5 25 24 COOL 1 20 12 I/ 2 800 LXI511NG 25 26 EX1511 JG L45i1NG 21 28 FXI511N6 1500 I/ 2 12 20 IINIWA10; 29 30 FXI5111\16 LK511NG 51 52 LXI511116 LXI511NG 55 54 LXI5111\6 rig 55 56 5P SPAT 31 58 Tie 9't41 59 40 5t'AI FO? Of MAT 11,OPX , SLL CPI,01,A(ON5 1a5 I,I MOW Al LLINICA ,INPEAOF kit JA11ONATftPNOM 4 PAIfL' 2. VJRK kL LLFCqICPI, A5 7N0A AF30'IE 5. LLLCITICA, FR /1 A5 NO1 PfFLCicG (mu) r,-)A,L ilM1AN, CONIKPC' 1O FILLG WY ANG li21151 ELECTRICAL LOAD ANALYSIS it; \ N "2 id: WO JR15: 120/ 240V, 'I: 54 Ll frl25 45 VS (8 PO f I) QV PPOIC : PI 5s, it IN1: A, 5f, V /4-AR Wif 254 Ni, 92 51 F1 MV 5i0i15, F! 58 5 U TV 24655f. >if Pay TOfPI 5f. @ 30/ / 5F, 7395 CV' x %1ffal IT i 5 5A CK1 @ 1500 W 4500 A 1566 / 2 12 11H16VATOk 1500 /CI OLr1.F1 NY` 01113 2 L)(1, ICI 12/Na / OV;N 12000 12 i/ 2 800 1500 I tk 5000 20 A T N GFCI 5 IOf WA1 P fANK 4500 1 15 14 1/2 12I9-I'WAM 1200 1/ 2 14 15 1215P05PL 800 6 If Ai 111F15/ LIGN15 I 15 MICPONAVE 1650 1100 1100 I/2 14 POOL PUP 2300 It MOM MIC 1 8 NtW111,ff5 /LIGw5 SPPINKV PL/ 1300 14 1/2 1100 00 1•YDPO1113 PUMP 500 15 I 13UOOM Ak 9 COM 800 100 / 2 14 15 I 5131"0% 44,245 2 SPAT i'1161' 10000 W @ 00% 10000 1100 10000 14 PfMAIIva, © 40% 34,215 C 2;OOM APIC 15 15698 5fAge ucrdC Ifff 7800 X 100% = 1800 f01 WK 15 51,498 15 1'0% 1NF5 ( WAA; 5/ 240) 5 ' Ail 132.0 PANEL SCHEDULE it; \ N "2 id: WO JR15: 120/ 240V, 'I: 54 Ll frl25 45 VS (8 PO f I) QV (017 Wi >if Pay x55roN CKi # CV' x %1ffal IT i M (,OW. A 1566 / 2 12 20 I /CI OLr1.F1 NY` 01113 2 L)(1, ICI I 20 12 i/ 2 800 1500 1 / 2 12 20 A T N GFCI 5 4 f W L 61.15 1 15 14 1/2 1100 80C 1/ 2 14 15 GMN 1,IZ5 5 6 If Ai 111F15/ LIGN15 I 15 14 I/ 2 1100 1100 I/2 14 15 I It MOM MIC 1 8 NtW111,ff5 /LIGw5 I 15 14 1/2 1100 00 1/ 2 14 15 I 13UOOM Ak 9 O 5Pie 100 / 2 14 15 I C OOM A4iC 1 2 SPAT 1100 1/ 2 14 15 I C 2;OOM APIC 15 14 5fAge 5PPqf 15 ' 6 5 ' Ail 5'Ae 11 5PAII 8260 CONi Ci1G 1,OA2 - 15,660WA115 ( 6225 AMP5 ) 1400 4 — 5 — 6 — 7 — 8 — 9 — 10 — 11 — 12 — 13 I I I GENERAL NOTES: 1. GENERAL CONDITIONS: THE GENERAL CONDITIONS FORM A PART OF THE SPECIFICATIONS FOR THIS E. EACH SUB - CONTRACTOR MUST READ GENERAL CONDITIONS, AS WELL AS THE ATiONS FOR WORK OF OTHER TRADES AND TO ASCERTAIN WHAT WORD MATERIALS HE MUST SUPPLY TO THE OTHER CONTRACTORS. 2. SITE IGATION: IT SHALL BE THE RESPONSIBILITY OF BIDDERS TO VISIT THE SITE AND TO ACQUAINT THEMSELVES WITH ALL INFORMATION REGARDING THE NEW BUILDING. 3. DESIGN: E INSTALLATION OF THE WIRING SYSTEM SHOWN ON THESE DRAWINGS SHALL CONFORM TO THE REGULATIONS OF LOCAL CODES AND ORDINANCES, N.E,C. AND LOCAL UTILITY COMPANIES. 4. MINIMUM ANDARDS: THE MATERIAL, INSTALLATIONS AND WORKMANSHIP FURNISHED UNDER THIS SECTION SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES AND N.E.C., ALL MATERIALS USED SHALL BE LISTED OR BEAR U.L. APPROVAL. GUARANTEE: 5. THIS SUB - CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL WORK ED UNDER THIS CONTRACT, SHALL BE FREE FROM DEFECTS OR WORKMANSHIP AND .S FOR A PERIOD OF ONE YEAR. AT CONTRACTOR'S EXPENSE, REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DURING THE TIME OF THE GUARANTEE. 6. RACEWAYS AND FITTINGS: a) RIGID GALVANIZED: 1 -1/2" OR LARGER, AND IN SLAB ABOVE GRADE. b) C: IN OR UNDER GROUND FLOOR SLAB, OR UNDERGROUND ONLY. c) EMT: ALL OTHER ION, WITH UNIONS. 7. RS: THE MINIMUM CONDUCTOR NO. 14 SOLID CU. TYPE "THW' INSULATION, NO MORE THAN TREE CURRENT- CARRYING CONDUCTORS SHALL BE INSTALLED IN A RACEWAY, ALUMINUM CONDUCTOR ALLOWED ONLY WHERE INDICATED ON DRAWINGS. 8. ALL SENT LISTED ON DRAWINGS BY CATALOG NO. SHALL BE LIMITED TO THE KIND AND MANUFACTURE LISTED. NO SUBSTITUTION SHALL BE ALLOWED UNLESS APPROVED BY ARCHITECT THE OR ENGINEER. A WRITTEN GUARANTEE OF THREE YEARS AND CREDIT FROM BASIC; file SHALL BE SUBMITTED WITH SHOP DRAWINGS. 9. CONTRACTOR TO INSTALL AND /OR CONNECT ALL EQUIPMENTS AND CONTROL SUPPLIED BY OWNER, OR ANY OTHER TRADE. SEE OTHER TRADES DRAWINGS AND SPECIFICATIONS. 10. ALL FEEDERS AND BREAKERS SHALL BE COORDINATED WITH EQUIPMENT'S PLATE AT SITE. 11. ALL BEDROOM CIRCUITS TO BE ARC FAULT PROTECTED. 12. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. =PAC FP(I; F OMtC110N n E EXISTING PAT111 EXISTING E9ROOM 4 ALL EXISTING ELECTRICAL TO i ( PAC FALL it'itC1T P) EXISTING PINING R 00IM C -17 19 g C -24 = C2 C -29 mu KITCHEN C - MIS 7I 4 PANTRY EXISTING LIVING ROOM EXISTING FAMLYROOM C2 - 6 C2 - 6 4D EX C -15 PROVIDE HYDROTUB MOTOR ACCESS, MIN. 10 "Hx20 "W. NOTE: ALL SMOKE DETECTORS SHALL BE INTERCONNECTED & BE PROVIDED WITH BATTERY BACK -UP C2 -5 NEW PNL "C2" C - 14, GE C2 -1 PA1112S ►M VP • C2 - 5 C2 - 5 ATr1200M MASTER 3EPROOM C2 -13 db C2 -3 C CI f 2 C2 -0- EX. PIM MINIMUM I?EQUif?EM = 150 AMPS. F ALL EXISTING ELECTRICAL TORE MAN EXISTING GARAGE Ex. WASN. G ALL EXISTING ELECfRICPL TO MAIN EXISTING CPtTORr C - 23 EXIST, ELECTRIC PANEL "C" EXI5r, ELECTRIC METER C -23 EX of I I / I H 1PN/ WP/GFCI C -5 , > «! � C -222 P/t` C2- 2 e �� r ift l/f!��" / 9 >)/'C( ALL KITCHEN OUTLETS SHALL BE CFCI XISmKG O .H. A XI511NG (V' II) 5 #I/ 01'11VWhCU, 1N 2" C XI51iNG MM 120/ 240-IPH,5W J XI5VIN6 #6 CU, GN9, IN 5/ 4" C,10 CV\ MSG FOUNWA110N vNr, ANn 0R 2 -5/ 4 x 10' - 0 " LG. G v.12095 6' - I APAl21' scale: NONE I2ECK AIWA K XI511NG� 'ANSI. II /11 150A, MAIN RISER DIAGRAM L FOR EXACT LOCATION OF LUMINAIRES, SEE ARCHITECTURAL PLANS l 3 n5 TWN CU. & I /t 0 CU. GNI? IN I -I / 4 C, NSW PANEL 1 "C M WP /GFCI C2 -2 WP /GFCI C2 -2 2C-1 1 WP /GFCI C2 -2 I I I U WP /GFCI C2 -2 GENERAL LIGHTING NOTES: I. NA, ;TM 5 (S5'G f 'At5 PAN' G1Mirq:2-11255 ORM M. NW `0 SP;PCf (CUM 5M„ CO,G , 2. Ai F IkfL 510 DP 5 ii OW P,\V k,14 (CM, It55G1i4tre SYMBOLS LEGEND: O NU !X∎VNf','Ct+f iGX 9U1 3V PM1, N. KM1iNa14.E1.0 Nk VII AO, fl lief f 1Ii I EAU Ned Allk5,10 kCcV'N' L 541(5' A5 Mr/ N 2C -9 0 WP /GFCI C2 -2 ELECTRICAL PLAN scale: 1/4"=I-0" I I I P —2 —3 —4 — — — — —9 —10 —11 —12 0 4 — 5 — 10 — 11 — 12 — 13 G � « ei B # 4 6M @ NOSt B SECTION AT STEPS not to scale • COMPACT' PILL -ww4 • WP 16 C #5 6AC;5 @ 1 2 1 1 O C W . C A D SECTION not to scale E 2" x 6" P' WOOD 1T:LL15 J015r 5PAaP 18" 0 C MAX, W11-i HU (CANE CLI1 LA y At MOH J0151' 6Y 5 MP50N H4 4 X 12" P,', NO, 2 5,P, fIZE115 fAM 4 - 1 / 2"P 1H OUGH 6OL1"5 @ ACH PO51 PA5tN E ACH PAM 10 WALL W/ 51MP50N CLIP COL -1 5ANO LMLING b POt; PAM 1 not to scale E F SECTION AT PATIO & COLS. F VW-24 G H 5-01 G • • 510P J0151 6" MIN Pr;OM WALL 11-SHAPE ? GALVANIZ2 Wein 6PPOKr W/ 4 - 6 11 X 411 X 1/ 2 Q3 ANCHO MI-12N2 ANP Wnbt/t9 IN CONCI1I FOOTING Ar 1 18 "X2 PAVV 5ON5ANP 6Lt7 ov CO-1 ILb COMPACTP L1Mt POCK 13a Or WALL @ HOUSE mis ; 0010104 itt 441; to At kt H II - I_I J ? - -A COL-1 B'X8' P.T. WOOD POSTSSP;"O) ?'LNG TRELLIS ABOVE (TYPICAL). SEE SECTIONS 460- S -01 WF -24 FOUNDATION- SEE S)iUCTURRAL vHEDUL 18' X 18 "CONCRETE PAVER)ECK ON I CRSHED ROCK BA AND SAND BED NGt: ALL 51��L ANGLt5, 60115, ANn PA51M5 SHALL H01 PIMP GALVANIA9 OP COMP WITH COt;P051ON PPO1tC110N PAN', J REMOVE EX DOOR AND WINDOWS. ADD 8112" TIE COL. WI 4- #5 BARS AND #3 TIES AT 12' O.C. ON EACH SIDE OF DOORS. DOWEL AND EPDXY INTO TIE BEAM AND FOOTING 5 DEPTH. PAINT, PATCH, AND STUCCO EXTERIOR TO MATCH EXISTING WALLS. PAINT, PATCH AND FINISH ! NTERIOR WALLS TO MATCH EXISTING. D J COL -1 4 --I- I I II rtrt -� -I- II hi nerAL Nt'N COL -2 WP -24 not to scale 6 K --, 4 a,f I COL-1 — — — - — I-� II II I-i 1-1 II L -1 L 05X3/ 6" 1 J -..---2 REMOVE EX. WALL ADD 8 "X12' TIE COL. W/ 4- #5 BARS AND #3 TIES AT 12' O.C. DOWEL AND EPDXY INTO TIE BEAM AND FOOTING 6' DEPTH. PAINT, PATCH, AND STUCCO EXTERIOR TO MATCH EXISTING WALLS. PAINT, PATCH AND FINISH INTERIOR WALLS TO MATCH EXISTING. XI511N6 WOOF J015r PLOO NCAa IN CONCM 4- 5/ 8" KWIK 601,1"5 r0 •� . 8X8X3/ 8 PLAt Wg5 EACH WAY - fOr0011 SECTION AT COL. K 2' K2. 12V' 1 L M REMOVE EX WINDOW. ADD 8 "X8' FILLED CELL Wi 1• #5 BAR -ON EACH SIDE OF WINDOW. DOWEL AND EPDXY INTQ TIE BEAM AND FOOTING 6' DEPTH. PAINT, PATCH, AND S EXTERIOR TO MATCH EXISTING WALLS. PAINT, PATCH FINISH INTERIOR WALLS TO MATCH EXISTING. t r E DETAIL not to scale M ( EXIST. BEAMS ABOVE 1L1 COL ULAN _AND F (SEE DETAIL D -S01 IT I C bL -2 24 N G FOUNDATION PLAN scale: 1/4 " =1' -0" WALL LEGEND KEY: SCHEDULE fC -I 8x 4. 4 531\15 ANA #5 1C -2:1 - t''g N 6ftL5 COL 8 M551 filA ;2 WO00 CO C0L�2; 4 5/8" 501, ''10 5 ;�L CO, Vv 24:24 N 3 #5 31\ 5CONT 2 OC, A1\6, 12 ^(1; N110115 Arc # 51 15V, 31\125 At 24" 01C, 0 P — 1 —2 — 3 —4 — 5 —6 —7 —8 —9 F OGtoCI, NKL- 51/2 \,1111,515@16 N/ h /8i 5, —1 o PRIV & I NI c,H k U5 COI TL VV G I3Y 001 MO�; WA.t M.t5 rG fOOe, �P1 AA � GG 5, & 0,65 R5! rl - to 41C EX15%G. 1,aO6 & Fl15{15 f L.LTID 6Y W K Nkt - ITN 8" 51'4. Al M11NG O vEA 60011MM N/ IN5fkLKO N WON 51 & f 4 ' IV 5 & 511�CO f0 P T T1511 f). —1 1 12 ,l h Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7850 NW 1451H STREET, SURE 509 1145 UM FL 33018 P.E /038398 Tel. 3O5 823• -3933 Fax (305) 82.3 -9355 n_kaa NUMBER: DATE: ITEM; REVISIONS PRJ. MNGR. OS5 DRAWING BY CRP SCALE AS NOTED SHEET TITLE STR UCTURAL FOUNDATION PLAN JOB NUMBER 200S3S SHEET NUMBER S — 0 1 I DATE 4 - 0 5 4 — 5 — 10 — 11 — 12 — 13 G � « ei B # 4 6M @ NOSt B SECTION AT STEPS not to scale • COMPACT' PILL -ww4 • WP 16 C #5 6AC;5 @ 1 2 1 1 O C W . C A D SECTION not to scale E 2" x 6" P' WOOD 1T:LL15 J015r 5PAaP 18" 0 C MAX, W11-i HU (CANE CLI1 LA y At MOH J0151' 6Y 5 MP50N H4 4 X 12" P,', NO, 2 5,P, fIZE115 fAM 4 - 1 / 2"P 1H OUGH 6OL1"5 @ ACH PO51 PA5tN E ACH PAM 10 WALL W/ 51MP50N CLIP COL -1 5ANO LMLING b POt; PAM 1 not to scale E F SECTION AT PATIO & COLS. F VW-24 G H 5-01 G • • 510P J0151 6" MIN Pr;OM WALL 11-SHAPE ? GALVANIZ2 Wein 6PPOKr W/ 4 - 6 11 X 411 X 1/ 2 Q3 ANCHO MI-12N2 ANP Wnbt/t9 IN CONCI1I FOOTING Ar 1 18 "X2 PAVV 5ON5ANP 6Lt7 ov CO-1 ILb COMPACTP L1Mt POCK 13a Or WALL @ HOUSE mis ; 0010104 itt 441; to At kt H II - I_I J ? - -A COL-1 B'X8' P.T. WOOD POSTSSP;"O) ?'LNG TRELLIS ABOVE (TYPICAL). SEE SECTIONS 460- S -01 WF -24 FOUNDATION- SEE S)iUCTURRAL vHEDUL 18' X 18 "CONCRETE PAVER)ECK ON I CRSHED ROCK BA AND SAND BED NGt: ALL 51��L ANGLt5, 60115, ANn PA51M5 SHALL H01 PIMP GALVANIA9 OP COMP WITH COt;P051ON PPO1tC110N PAN', J REMOVE EX DOOR AND WINDOWS. ADD 8112" TIE COL. WI 4- #5 BARS AND #3 TIES AT 12' O.C. ON EACH SIDE OF DOORS. DOWEL AND EPDXY INTO TIE BEAM AND FOOTING 5 DEPTH. PAINT, PATCH, AND STUCCO EXTERIOR TO MATCH EXISTING WALLS. PAINT, PATCH AND FINISH ! NTERIOR WALLS TO MATCH EXISTING. D J COL -1 4 --I- I I II rtrt -� -I- II hi nerAL Nt'N COL -2 WP -24 not to scale 6 K --, 4 a,f I COL-1 — — — - — I-� II II I-i 1-1 II L -1 L 05X3/ 6" 1 J -..---2 REMOVE EX. WALL ADD 8 "X12' TIE COL. W/ 4- #5 BARS AND #3 TIES AT 12' O.C. DOWEL AND EPDXY INTO TIE BEAM AND FOOTING 6' DEPTH. PAINT, PATCH, AND STUCCO EXTERIOR TO MATCH EXISTING WALLS. PAINT, PATCH AND FINISH INTERIOR WALLS TO MATCH EXISTING. XI511N6 WOOF J015r PLOO NCAa IN CONCM 4- 5/ 8" KWIK 601,1"5 r0 •� . 8X8X3/ 8 PLAt Wg5 EACH WAY - fOr0011 SECTION AT COL. K 2' K2. 12V' 1 L M REMOVE EX WINDOW. ADD 8 "X8' FILLED CELL Wi 1• #5 BAR -ON EACH SIDE OF WINDOW. DOWEL AND EPDXY INTQ TIE BEAM AND FOOTING 6' DEPTH. PAINT, PATCH, AND S EXTERIOR TO MATCH EXISTING WALLS. PAINT, PATCH FINISH INTERIOR WALLS TO MATCH EXISTING. t r E DETAIL not to scale M ( EXIST. BEAMS ABOVE 1L1 COL ULAN _AND F (SEE DETAIL D -S01 IT I C bL -2 24 N G FOUNDATION PLAN scale: 1/4 " =1' -0" WALL LEGEND KEY: SCHEDULE fC -I 8x 4. 4 531\15 ANA #5 1C -2:1 - t''g N 6ftL5 COL 8 M551 filA ;2 WO00 CO C0L�2; 4 5/8" 501, ''10 5 ;�L CO, Vv 24:24 N 3 #5 31\ 5CONT 2 OC, A1\6, 12 ^(1; N110115 Arc # 51 15V, 31\125 At 24" 01C, 0 P — 1 —2 — 3 —4 — 5 —6 —7 —8 —9 F OGtoCI, NKL- 51/2 \,1111,515@16 N/ h /8i 5, —1 o PRIV & I NI c,H k U5 COI TL VV G I3Y 001 MO�; WA.t M.t5 rG fOOe, �P1 AA � GG 5, & 0,65 R5! rl - to 41C EX15%G. 1,aO6 & Fl15{15 f L.LTID 6Y W K Nkt - ITN 8" 51'4. Al M11NG O vEA 60011MM N/ IN5fkLKO N WON 51 & f 4 ' IV 5 & 511�CO f0 P T T1511 f). —1 1 12