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277 NE 101 St- e PI 0 ti!:: a. Ex I $ 1. I P,p& : C S • } MAX. ANCHOR SPACING SCHEDULE LOCATION ANCHOR TYPE "S CONCRETE BLOCK WOOD SILL & HEAD 19 11 1/2" 11 1/2" — 19 — — 11 1/2" JAMBS 19 8" 8" — 19 — — 8" DESIGN PRESSURE RATING MAX. FRAME WIDTH MAX. FRAME HEIGHT GLASS TYPE SINGLE CASEMENT DOUBLE CASEMENT SINGLE CASEMENT DOUBLE CASEMENT 4 —75 37 1/2" 74" 63" 63" O A +65, —75 37 1/2" 74" 63" 63" a OB +63, —63 27" 54" 39" 39" OC ..2-' � \ n MAX. I A � - M AX I 4 3/ 1 1 I II I 1 //� I r // _ - -. { . ■-/ Pe _ �. I' I I 201 / 1 i i / - . / r. � -� / p ,' �I '/' 1� . 2B ` 11 i Fl 11`\ . 11 f= I. ��. e•-•-•. e•-•-•. 4 3 __ N > � 7" 7, N MAX. • I MA: 1 ' or @ D.L. OPG. -- AS APPLICABLE MAX. FRAME WIDTH URFACE APPLIED \FALSE MUNTINS OPTIONAL I or AS APPLICABLE • � 1 (2091 11 // 11 111 ' 1rl\ 11 � .O 11 / / It ===d 0 II t 1 / II It 5 1 / 4! TYP. 1 .2A1 � 1 / 14 3/ 1 p►2 ! �� _ � MAX. a. J 0 19 or AS APPLICABLE 7 " SEE CENTER POST /FRAME ASSEMBLY ON SHEET 4 (TYP. TOP /BOTTOM) O 1 CONCENTRATED (2) TO CONCRETE OR BLOCK OR (3) 4 111a 4 TO WOOD AS APPLICABLE (TOP /BOTTOM) AS APPLICABLE 4 3/4" D.L. OPG. D.L. OPG. MAX. FRAME WIDTH 19 or ▪ 7 MAX. (SEE SCHEDULE) SERIES 400 DOUBLE CASEMENT WINDOW -LARGE MISSILE IMPACT RESISTANT (INTERIOR ELEVATION) NTS. MAXIMUM DESIGN PRESSURE RATING VERSUS WINDOW SIZE VERSUS GLASS TYPE SCHEDULE NI 7" : � MAX. N 19 or AS APPLICABLE OPTIONAL TO ® TYP. AT (2) LOCATIONS SEE WINDOW FRAME AND SASH (VENT) CORNER ASSEMBLY ON SHEET 4 OPTIONAL TO ® TYP. AT (4) LOCATIONS or AS APPLICABLE SEE WINDOW FRAME AND SASH (VENT) NER ASSEMBLY SHEET 4 SURFACE APPLIED FALSE MUNTINS OPTIONAL "S" = MAX. ANCHOR SPACING (SEE SCHEDULE) or AS APPLICABLE 7 4 " SERIES 400 SINGLE CASEMENT WINDOW -LARGE MISSILE IMPACT RESISTANT (INTERIOR ELEVATION.) NTS. GENERAL NOTES AND SPECIFICATIONS: 1. SERIES 400 DOUBLE & SINGLE CASEMENT WINDOW -LARGE MISSILE IMPACT RESISTANT. SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE. WINDOW MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Kj USED IN THEIR ANALYSIS. THIS WINDOWS ADEQUACY FOR IMPACT AND CYCUC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.4 OF THE ABOVE MENTIONED CODE AS PER TAS -201. TAS -202, TAS -203 AS PER LAB REPORTS # HETI 03 -1791, HET1 96 -1075 & ATL 0708.04 -03 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1611 OF THE FLORIDA BUILDING CODE. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), WITH Fy = 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 3. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. WOOD BUCKS NOT BY STORMPROOF, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 5. ANCHORS NOTES: ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c = 3 ksi) - 1/4 "0 TAPCON ANCH S W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY I.T.W. BUILDEX OR ELCO 1EX1 ON (COMPONENT 19 ), THRU 1" P.T. WOOD BUCK. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4'0 TAPCON ANCH RS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY I.T.W. BUILDEX OR ELCO TEXTRON (COMPONENT 19 ). THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2" P.T. WOOD BUCK: - #14 FH WOOD SCREWS (NON CORROSIVE) W/ 1 1/2" MIN. EMBEDMENT (COMPONENT 19 ) 6. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). 7. THIS WINDOW WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE, 8. PROVIDE SCHNEE MOREHEAD SEAM SEALER SM5504 SEALANT (TYP.) AT ALL FRAME AND SASH (VENT) JOINTS. 9. RENA:1 COMPONENTS FOR THIS WINDOWS SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS. SHEET 3 OF HIS DRA.VING. 10. WINDOW'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF PROFILES 0 OR ®. NE LABEL SHALL BC PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: STORMF:2OD MIAMI. FIOR�GA. I MIAMI -DADE COUNTY r'kULUCT CONTROL APPROVED. 11. (L.) TI P.A.D. PPEPAPED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONfkACTOR TG BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY J,' THIS PRCDUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDTTICrT DETAILFO ON - THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILTY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. AVM's. twasferg fait `� 4 talreMPIP Miami Doek Predtort • t 0 -J w z w SHEET 1 OF 4 O 0 DATE: 12 -04-03 SCALE: AS SHOWN DWG. BY: CHK. BY: DWG. No.: 03 -245 www.stormprootus 18Y OR 213Y WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS. VERTICAL SECTIONS FCR / ANCHORS AND SPACING SEE SHEET 1 METHOD OF ATTACHMENT 3/16' TAPCCN, 1 1/4' MN. EM3ECMENT INTO CCNCRE E FCR CONNECTION THRU 1BY WOOD BUCKS TO MASONRY OR DIRECT Y TO MASCNRY 3/16' TAPCON, 1 1/2" MIN. PENETRATICN INTO WOOD FOR ATTACHMENT TO 2BY WOOD BUCKS OR TO W000 STRUCTURE GLAZING: MATERIAL: 11/32" THICK (NOMINAL) LAMINATED GLASS WITH THE FOLLOWING COMPONENTS: 1/8" ANNEALED GLASS .090 SAFLEX PVB 1NTERLAYER 1/8' ANNEALED GLASS METHOD: EXTERIOR GLAZED WITH K.D. PARTS /371 AND 1372 GLAZING STOPS. APPROVED AS COMPLYING WITH THE SOUTH �QQ(DA BUILD;NG CODE CATE BUJ yY /.(o) 8Y_ FROC T •.NTROL DMSI SUMO 'G C00E CCMPUANCE OFFICE ACCEPTANCE NON • ( ln•9y FRANCSCO HER NANDEZ FL PE 51393 K a Windows MS SHARES PLACE RNIE A ZACK FL 33404 Pfi (541) -a45 -1401 0 „, r , MH oats 12/1/00 scar 1/2 " =1" Radon: Rredon: °SAWING 40. HSCO -01 SHEET 20F5 1 /4"MAX. SHIM SPACE FOR I ANCHORS ANO SPACING SEE SHEET 1 1 /4 "MAX. ci) SHIM SPACE FOR ANCHORS ANO SPACING SEE SHEET 1 HORIZONTAL SECTION OX OR XO SWEEP LATCH OPTIONAL WNOC'W DIMENSION EXTERIOR HORIZONTAL SECTION XOX APPROVED AS COMPLYING N7T4 THE SOUTH fIVADIA BUILDING CODE BY , ... ..r...c PROC= CONT'ROI. DMSIO.' BUIL 017 COCE COMPUANCE OFFICE ACCEPTANCE NO O. 04, 10 - 28.01 FRANCISCO HEFNANOEZ Fl.. PE / 513S3 K Windows 3703 SHARES PLA RMERt Ft 37404 PM (561)- 848 -1491 DRAWING No. HS00 -01 SHEET 3 OF 5 MATERIAL LIST - WINDOWS OX OR XO AND XOX No PART QTY PART DESCRIPTION MATERIAL OX XOX 1 AW -353 1 1 FRAME HEAD 6063 —T5 2 AW -401 1 1 FRAME SILL 6063 —T5 3 AW -402 1 1 FRAME SILL TRACK 6063 —T5 4 AW -376 1 2 FIXED MEETING RAIL 6063 —T5 5 AW -361 1 2 FRAME JAMB 6063 —T5 6 AW -355 2 4 SASH TOP & BOTTOM 6063 —T5 7 AW -354 1 2 LATCH 6063 -15 8 AW -360 1 2 SASH VENT JAMB 6063 —T5 9 AW -374 1 2 VENT MEETING RAIL 6063 —T5 10 AW -371 AS REQUIRED — GLAZING STOP 6063 —T5 11 AW -372 AS REQUIRED — GLAZING STOP 6063 —T5 12 — AS REQ'D ASSEMBLY SCREWS J8X1 R,H.PHLIPS #8X3R,H.PHLIPS — 13 — AS REQ'D ASSEMBLY SCREWS 14 — 4 8 PLASTIC HOUSING 15 — 2 4 PLASTIC WHEEL — 16 — AS REQ'D FIN SEAL PILE — 17 — 2 I 2 2" FOAM — 18 — AS REQ'D 899 DOW CORNING — 19 — AS REQ'D GASKET VINYL 20 AW -359 1 HONq FRAME JAMB 6063 —T5 FRAME HEAD AW 353 SILL TRACK AW 402 GLAZING STOP AW 372 I.7451.1 GAZING STOP AW 371 LATCH AW 354 21 a7' FRAME JAMB AW 361 1,5e2 VENT MEETING RAIL AW 374 FRAME SILL AW 401 1.093' SASH TOP & BOTTOM AW 355 SASH VENT JAMB AW 360 le FIXED MEETING RAIL AW 376 FRAME JAMB AW 359 APPROVED AS COMPLYING WIN THE SOUTH FLORIDA BUILDING CODE D 1 ''r1 BY j / 0/A7.Alq:. PROD' T' BUIL' , CODE COMPLIANCE OFFICE ACCEPTANCE NO-01 - 01_10 04 - -o FRANCISCO HERNANDEZ FL PE / 51393 PE II:10 Windows 3703 SHARES PLACE FNMA EACH. Fl 33404 Ph: (581) -845 -1401 Drown Fir MH cm. 12 -1 -00 Soal/: 1 /2 " =1 u Ph/vision: R.virton DRAWING NO. HS00 -01 SHEET 4 OF 5 FRAME ASSEMBLY (2) #8 x 1" R.H. PH. SMS. (2) #8 x 1" R.H. PH. SMS. (2) #8 x 3 R.H. PH. SMS. (4) )8 x 3" R.H. PH. SMS. (2) #8 x 3" R.H. PH. SMS. (4) #8 x 3" R.N. PH. SMS. APPP.OVED AS COMPLY WITH THE Q SOUT}{ �,Q�IL� t AIM . 04E ill PR .. •r -of. • `• BUIL ' e 600E COMPLIANCE OFFICE ACCEPTANCE 14001.`0t 1 0.04 MEETING RAIL ASSEMBLY 10 -2S o1 FRANCISCO HER4ANDEZ FL PE # 51393 Windows 3703 SHARES PLACE WE* E ACH, Ft 73404 Ph: (551) —B45 -1401 C7 N v' D:c.n ar: M H Datr. 12 -1 -00 Sca*.:1 /2"=1" Rcv stcn: R.vl ion: DRAWING No. HS00 -01 SHEET 5 OF 5 OCT 0 3 2 606 Your application for Notice of Acceptance (NOA) of: Series "600" Aluminum Sliding Glass Door- Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. MIAMIO DE PRODUCT CONTROL NOTICE OF ACCEPTANCE K.D. Windows, Inc. 3705 Shares Place Riviera Beach ,FL 33404 This NOA shall not product or material product or material:: use of such product inA determined by BCC thA Building Code. The expense of sued 1 APPROVED: 12/27/2001 ACCEPTANCE NO.: 01- 0110.01 EXPIRES: 12/27/2006 (k1S c /;' 1 1, piration date stated below. BCCO reserves the right to secure this jobsite or manufacturer's plant for quality control testing. If this the approved manner, BCCO may revoke, modify, or suspend the immediattely. BCCO reserves the right to revoke this approval, if it is material fails to meet the requirements of the South Florida incur`r�d by the manufacturer. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 1s045000I tpc200011templates4rodce acceptance rover �ar^.dcs Internet mail address: postmaster @buildingcodeonline.com Homepage: hltp : / /www.buildingcodeonline.com KD Win do w s Inc. ACCEPTANCE No.: 01- 0110.01 APPROVED : December 27, 2001 EXPIRES : December 27, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE glass door, as described in Section 2 of this Notice of 1.1 This approves an aluminum sliding g Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure values indicated requirements, as in the approved deteirnined by drawings. Chapter 23, do not exceed the Design Pressure Rating 2. PRODUCT DESCRIPTION 2.1 The Series "600" Aluminum Sliding Glass Door (OXXO) — Large Missile Impact documacts•Drawing t Resistant and components shall be constructed in strict compliance with the following No ed SGD01, titled "American Coastal 600" Sheets 1 through 7 of 7 dated 11- 30 -01, prepared, Control and sealed by Francisco Hernandez, P. E., bearing the Miami -Dade County approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Head receptor is not allowed to be used in this installation. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with P od manufacturer's name v r logo, city, state and following statement: "Miami-Dade County 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance as identified in Section 2 of this Notice of 6.1.2 Duplicate copies of the approved drawings, Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to propkalf cvEdu.itE. tte ;nstallation of this system. Ishaq I. da, P.E. Product Control Examiner Prodae.. Control Division 2 KD Windows, Inc. 3 ACCEPTANCE No.: 01- 0110.01 APPROVED December 27, 2001 EXPIRES : December 27, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirement of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. limy portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 an.1 this last page 3. kivvi 1--,4a►,AA Ishaq I. Chanda , P. E. Product Control Examiner Product Control Division END OF TfllS ACCEPTANCE I • Windows 3705 SAFES PLACE IJO L 3344 , Ph (611) -$4d -1401 Di li te wit a AM wale i 19 i 1 arum anAtiL Nairn 11 - 3Q - 41 Saki NTS &r Allmon SOD— o1 SHEET 1 OF 7 1111 oil 29T WO 3JcK NOT BT if) 12110Q S WIZ SU3TJW 10,0$ 5- BY clA2240 SYsTEX sEE HEAD OETM. NS StaT a 1 + •, SEE SILL DETM. THIS SE#ET 1 1 DOUBLE MOSCR R * sEE ElEXAT10N • N..• • . rti ;; • DOUBLE Neal Rol) SEE ELATION 1 14X2'SM OR 1/4' TAPC0411 (2) i14 X 2' S143 WEIR t' 1/2" M 12000 OR (44,1/4 • TAPCON OWED 1 1/4 RI CONCRETE (M) 1 N SILL DETAIL HEAD DETAIL DETAILS OF CLIPS 5 AND SA ADDITIONAL REINPORC MENT AT JAMBS OF END FIXED PANELS TYPICAL AT HEAD AND SILL 6 VERTICAL SECTION AND DETAILS SEALANTS PERIMETER SEM: DOE CORNING 1101 FRAEIE JDiNT SENA SPONEE- YORINEJIO 5354 TWO POINT LOCK YOOB. vat YULT oirt" EtV s 3 4 cowiic a h GLAZING MATENIA t • 1. WINKED F CQPM3JSTED or 1}E 3/10" HEAT 5TRE/4 -E ED 41AS3 0.020 POYESiER a °010 Fit 3/11' TEAT 5110411UE0 CLASS 2. WOW LA M1ER AYER c0N STED cf THE 3/14' HE!? sin* aAss 3/ 1 . HEN S1R>ICRtTFD LASS MAIM ON THE INTERN MO DOTE RCR WIM 2221 DUI9 YAM. B1 1 MARI. COMM MO COI/ MIA 1190 SLOE W Mt ALL AROUND THE OPENING. Nora HURRICANE PROTECTION SYSTEM 1 NOT REQUITED ANCHOR SPACING AND EMBEDMENT 14 east 1 1/2' MINIM PEME1RAD01 1M4 WA FOR 10 Mt N000 BUCKS OR NOCO STRUCTURE 1/0 TAROK CONNECt10t11 1 1BY %000 SUCKS INTO WOW O ORECTLY MTTHM MASONRY DOU9t ROAM Al I' WOC111J1/ FROM CORNERS AIO 12' 0.0. WARN AT 100 A$0 SU. APO 11' 0.C. WNW AI JAIM84. PRESSURE RATINO +704 410P DM 3N PRESSURE MATINO ABOVE APPLIES FOR ALL SUMO aims DOOR CONFIGURATIONS SHOWN ON Tffi' NOTICE Or ACCEPTANCE. .friodED coMama mil tf16 kvel FtMc A IUILM3 COOS art 1.7/ Zoo/ = Make � R MCI Inexis >xJa mac>< 630umpag ares L 1TL1+cool-otio. o/ F FRANCISCO H''wWDEZ F101a0A PE 51343 4Z 1/4' 3 @ NAX. DLO WM -... / a I x 9 x i 1 18% COMER `R-1' 1 + of FROW -J11-114. (M3) it ot. VAL WX. DOCR LW MN • 18* a nu Roo (.rte CLOROX) (2) 114X2'S$ OWED 1 1/2" IX 8000 CR //4' T to APCQE EEOM 11 1/4 1 11 CONCRETE To Go AMT 114 FOR FILED PNIB. (IMP EXTERIOR HORIZONTAL SECTION (XX) 110 11' ala r FHX O Oa THE Fur AT 38' ac. YNL X7NLY FCE FTXED PANEL CM EXTERIOR IIOPJZOP.°TAL SECTION (OX) 1/4' SF1$ MAX. MAXIMA I OPER RA PANEL WON • 48 3/8' MOAN FIXED PANE. 8X47 H • 48 1/3" CONFIGURATION XX APFROKD A3 aM.ra±c • H NOWA NOW S ALIM art Z .. 1 tieumi cpovas PANEL ROM - 48 S/8' 1 XMAI FIFO PNEL WON • 48 1/1' MOLE ROW (SEE ELE1r MCN) 1 SO UM* C4S4 &SAMO N cf nO; AOCSPIXKL400 al. WOW ' CONFIGURATIONS OX ( XO REVERSE) ELEVATION r akt F'ROW 12 0.0. 1fAx. cO T t (1) - 1YOO L'L MAX. DOOR UNIT WIAH • Or ELEVATION 1YPfCM. AZ ICAO FOR OPERABLE PN4F1 I V AN. c c? ) (w) 1" :1 TYPXM. AT Nf/O FOR OPERABLE PNlE1. CRY 4 1. OLQvOAY UTE OPEN840 ti0.01 FRANCISCO NCRNANDEZ FLORIDA PE 81323 Windows MS SNAFU PUCE WA OM FL 33404 P1 (541) -644 -1101 a: F., 12 prole 8_ M H Ode 11- -30-01 Sods MIS ReAd IItiA WR ORNONO NO. SGD —a1 SHEET 20F7 Windows 3705 auce WJCIA Ft 3$404 4 Pk (w)-- 144 -1401 A; 114112 phi Atli ZEII i 1 WI WV /0 i 0 X 1 0,,.e MH 0.,,.. 11 -30 -01 &Ake NTS i' awRa NO. SGO --01 SHEET 3 OF 7 il .....==.24==== :.oft ti 0 li 42 1/4 101L ! 11 11 WI WV /0 i 0 X 1 i' MAx. FRCII COMM (TIP) 12 O,C. MAX. MAX Ufa Weni s ■ 144' 1 6' MAX. MOW 11' QA I ** coptfp) ELEVATION MAN Mel P11NQ. i um a 41 5/1' 9.031 911 RAO PAta V61194 - 41 1/2* NMI WOO CNLY F PPMEI. (1r) HORIZONTAL SECTION CONFIGURATION OXO gla ti DLQ. -OAY LITE OR M C AX /4'O WCQ$ E118EM 1 1/1' IN OOWOAEIE OM DMOC i %Mint 3 ar>14FLOWCA MEMO CAN e.7 4.1tookr cocoa 9ultako000E dommciomm COME ROW (sEE ELE011010 FRAWSCO PE f F 5 D.L OPC. EXTERIOR 4 OPTIONAL NTERIOR sxuaN MAX. FRAME WIDTH (SEE SCHEDULE) D.L OPC. EXTERIOR 18 OPTIONAL NTERIOR I'i v 1 Li r...; 0 g : : tl iz t 1: { O S- -) o- W - v J L., N . C> F 'J Ca ., ti tt 1 R t 01i ZLi hri co ^i Q 1 co op op Ln Z p CIS r41 r `'1 OD 0 l� DATE: 12 -04 -03 SCALE: AS SHOWN CHK. BY: DWG. No.: 03 - 245 SHEET 2 OF 4 HORIZONTAL SECTION AT HINGE (OPTIONAL) 19 POURED SEE SCHEDULE CONCRETE ON SHEET 1 REVD. SEE SCHEDULE ON SHEET 1 CONCRETE ALTERNATIVE SUBSTRATE 1 x P.T. WOOD BUCKS (BY OTHERS) SECTION A CI OPTIONAL 19 SEE SCHEDULE ON SHEET 1 SHIM(SEE NOTE 6/1) SECTION B SHIM (SEE NOTE 6/1) POURED CONCRETE OR CONCRETE BLOCK REQ'D. L 2 x P.T. WOOD BUCK (BY OTHERS) VERTICAL SECTIONS SCALE: 1/2 " =1" SHIM 0 (SEE NOTE 6/1) SECTION C 19 SEE SCHEDULE ON SHEET 1— / / / / 2 x P.T. WOOD BUCK SEE SCHEDULE (BY OTHERS) ON SHEET 1 WOOD ALTERNATIVE 2 x P.T. WOOD BUCK (BY OTHERS) °T'.ONAL V � 15 SHIM(SEE NOTE 6/1) SECTION A INTERIOR SECTION B SHIM(SEE NOTE 6/1) O SECTION D HORIZONTAL SECTIONS SCALE: 1/2 " =1" GLAZING DETAIL SCALE: 1"=1" 0 SHIM ONLY ON (SEE NOTE 6/1) 1x P.T. SECTION E' WOOD BUCKS (BY OTHERS) SECTION E SECTION E' SEE SCHEDULE ON SHEET 1 POURED CONCRETE OR CONCRETE BLOCK REVD. GLASS TYPE T1 GLASS (NOMINAL) 3/16" ANNEALED 3/16" ANNEALED 1/8" ANNEALED T2 LAMINATE 0.090" SAFLEXe HP (DM) 0.090" DUPONT SENTRYGLASS PLUS 0.090" SAFLEXe HP (DM) OR (Inc DUPONT SENTRYGLASe PLUS Tt TOTAL 0.462" 0.462" 0.33" MANUFACTURER SOLUTIA, INC. E.I. DUPONT de NEMOURS & CO., INC. SOLUTIA, INC. OR E.I. DUPONT de NEMOURS & CO., INC. IIK Windows 3748 sus PUCE awe 3242+, Pt u+a Ph (500- 118 -1401 a i 4 111g R 11 i A O MH 421/4' II Dem 11- 30--91 slur NTS 11 ,, RIPAIIINTA 1 X WA FRCII —41-4 coatel trill viz DOOR UNE 940314 SGO NO. 01 SHEET 4 OF 7 110 X 1' SM! AT 7' FROM CORNNER Ake WE fear AT 35' O.G. MAIL ONLY FOR FI E0 PANEL. ((YP) DOUBLE ROM TON) e MAX. FROM ELEVATION 0 MAX. DOOR UNIT WIDTH + 192' EXTERIOR HORIZONTAL SECTION WW2 CPEME PANE]. 1417f14 • 41 3f5' MAX UI RED PANEL 1 + 44 1/2' CONFIGURATION OXXO VIM isg 41g1/ 0LO.sU4Y UTE OPENN 10X%' Ttd R SUS ke Tit ONLY FOR F11 D PAMt]. (r ( 1 x 3/4' OILY FOR F1)ID PANE]. (IYP') 0 (2) x 2)1/4 1/2.— WOWED 1 1/4 24 CONCRETE (DYP) N V.000 APPROADASCOURMIvan4THII moat BOLDING Coos dolAauAINOE GI#1oe ACCWThNC14 OI- 4ND4/ Ir- u . 4 r-- DOUBLE ROM • (SEE 0.0.1104 FRANCISCO FLORICA PE 5 421/4' II MAX. 01.0. MOH ' © 11 ,, X 1 X WA FRCII —41-4 coatel trill viz DOOR UNE 940314 • ins 110 X 1' SM! AT 7' FROM CORNNER Ake WE fear AT 35' O.G. MAIL ONLY FOR FI E0 PANEL. ((YP) DOUBLE ROM TON) e MAX. FROM ELEVATION 0 MAX. DOOR UNIT WIDTH + 192' EXTERIOR HORIZONTAL SECTION WW2 CPEME PANE]. 1417f14 • 41 3f5' MAX UI RED PANEL 1 + 44 1/2' CONFIGURATION OXXO VIM isg 41g1/ 0LO.sU4Y UTE OPENN 10X%' Ttd R SUS ke Tit ONLY FOR F11 D PAMt]. (r ( 1 x 3/4' OILY FOR F1)ID PANE]. (IYP') 0 (2) x 2)1/4 1/2.— WOWED 1 1/4 24 CONCRETE (DYP) N V.000 APPROADASCOURMIvan4THII moat BOLDING Coos dolAauAINOE GI#1oe ACCWThNC14 OI- 4ND4/ Ir- u . 4 r-- DOUBLE ROM • (SEE 0.0.1104 FRANCISCO FLORICA PE 5 TVP1Gl AT FVO KR OPFiP E PM B. ONLY i WUL DLO. VIM o 't x 0 / 1 1 / 0° 44‘ NM. X( LN YADM - 210' W.M. DOCK WIT CH .• 240" HORIZONTAL SECTION CONFIGURATION OOXXO kyt MED f'Air t x • O111Y A .umw ___J L— FD A MU OtE T Ai T}E ,1+ k ' s O ADDMONAL REINFORCEMENT T !WO 5 AT 1N ERMEDIATE FIXED PANELS TYPICAL AT HEAD AND SILL I Windows P+ ICIIFJN - . 3 444 4I (S41) -i48 -1401 a m R oot. 1 t - - socks NTS flrrtioq ftrtYlar i SGD• -a1 SHEET �5 OE 7 site SAFES 42 1/4 1:14 ihilif i Cisi i 1 1 owns ma. TVP1Gl AT FVO KR OPFiP E PM B. ONLY i WUL DLO. VIM o 't x 0 / 1 1 / 0° 44‘ NM. X( LN YADM - 210' W.M. DOCK WIT CH .• 240" HORIZONTAL SECTION CONFIGURATION OOXXO kyt MED f'Air t x • O111Y A .umw ___J L— FD A MU OtE T Ai T}E ,1+ k ' s O ADDMONAL REINFORCEMENT T !WO 5 AT 1N ERMEDIATE FIXED PANELS TYPICAL AT HEAD AND SILL I Windows P+ ICIIFJN - . 3 444 4I (S41) -i48 -1401 a m R oot. 1 t - - socks NTS flrrtioq ftrtYlar i SGD• -a1 SHEET �5 OE 7 42 1/4 TVP1Gl AT FVO KR OPFiP E PM B. ONLY i WUL DLO. VIM o 't x 0 / 1 1 / 0° 44‘ NM. X( LN YADM - 210' W.M. DOCK WIT CH .• 240" HORIZONTAL SECTION CONFIGURATION OOXXO kyt MED f'Air t x • O111Y A .umw ___J L— FD A MU OtE T Ai T}E ,1+ k ' s O ADDMONAL REINFORCEMENT T !WO 5 AT 1N ERMEDIATE FIXED PANELS TYPICAL AT HEAD AND SILL I Windows P+ ICIIFJN - . 3 444 4I (S41) -i48 -1401 a m R oot. 1 t - - socks NTS flrrtioq ftrtYlar i SGD• -a1 SHEET �5 OE 7 aOLELE (sa< a.EVAnaO - -- /iox 1' Sid AT7'FR011OOF ei ANO 11€ FEET AT 36 IIAIL OILY FOR FUER PANG. 3/4 RIAU STE OP) 1 5' WAX FIKII 12 OA NAX. ELEVATION HORIZONTAL SECTION WAN OPERA! Pfe$3. VAOTH uAxaxul FTJED P. T11OTN - is 1 ft RPM AT HUD FOR OPERABLE PAIa aKY CONFIGURATION OOXXOO tt gli DLO. =UAY UTE WOO AFPROVED A10061P YS3INCH 14 S0tl5+ FION DA BURI:0 a o00! > LV rt PRODUCT amcalacoot 40itIANCIE OW* Acca ANCR O. eq 01649 AND 10 x ME 1' [ AT — ONLY FOR FO¢D PM. CM) MAE 1/4' SHAt WAX -o1 FRAMCtSCC HERWWOEt FLORIDA PE f 51393 Window 3708 5/W03 FtI NW* BF t ft 31401 Phi (0I1) -- 1148-1 a 4,R azi Drava fM M H Dais 11 -30 —Q1 swim ITS - -- IK 1 SGO -01 SHEET 8 OF 7 1 42 1/4 " O / . 0 /60 O 0 A /es x 1 ON J, DEINL TO SFfQ 5 OF 7 — ---- '`'� t 1r oc ` Y ., 9Alt. DOOR Mr 919fl4 -gee' OM aOLELE (sa< a.EVAnaO - -- /iox 1' Sid AT7'FR011OOF ei ANO 11€ FEET AT 36 IIAIL OILY FOR FUER PANG. 3/4 RIAU STE OP) 1 5' WAX FIKII 12 OA NAX. ELEVATION HORIZONTAL SECTION WAN OPERA! Pfe$3. VAOTH uAxaxul FTJED P. T11OTN - is 1 ft RPM AT HUD FOR OPERABLE PAIa aKY CONFIGURATION OOXXOO tt gli DLO. =UAY UTE WOO AFPROVED A10061P YS3INCH 14 S0tl5+ FION DA BURI:0 a o00! > LV rt PRODUCT amcalacoot 40itIANCIE OW* Acca ANCR O. eq 01649 AND 10 x ME 1' [ AT — ONLY FOR FO¢D PM. CM) MAE 1/4' SHAt WAX -o1 FRAMCtSCC HERWWOEt FLORIDA PE f 51393 Window 3708 5/W03 FtI NW* BF t ft 31401 Phi (0I1) -- 1148-1 a 4,R azi Drava fM M H Dais 11 -30 —Q1 swim ITS - -- IK 1 SGO -01 SHEET 8 OF 7 MATERIAL LIST MOS / PAW 9 Ma D MATERIAL 1 * 011 2 FRANK JAMB 6063 -TS 2 AW-010 1 SiU. RSA 6063 -T6 ' 3 Aiw610 1/ PANEL TOP RAIL 0063 -11 4 AN-120 As REQ'D ENO CUPS WETS 1/41t 1 1/4' AOom% 2-11/16' LONG ��� 3 Al- 20 Al REVD CUP*, 8' ton 606 3-1A 5A A16 -e20 AI REq'0 CUPS, 8' LONG 6083 -T8 6 A--e21 1 FRANK HEAD 6063 -16 7 Ails -e22 1 FRAME SILL 60633 -T8 8 M. -623 1/ PANEL RN! STIFFENER 60(3 -Ti 4 AW -624 AS IIE0'0 INNER INTERLOCK 6063 -11 10 ' Am-e20 AS REVD LOCH 511LF3 6063-16 11 AW-e2* AS REv'D OUTER IN ERLDCN 6063 -10 12 AW-e21 AS REVD A$1RAOAL 6063 -TO 13 AL1 -628 1 /PA/4. 8OTIC41 RAIL 0063 -111 14 AW-626 4/ PANEL OWING BEAD 6083 -18 15 110 s 1 1/2' A3 REQb PANEL ASWI *LY SCREWS 5113 18 Aw -1 102 2/ NOV PANEL ROLLERS - 17 FL -38 AS REQ'D FLAP WEATHERSTRIPPWO VINYL 18 - AS RE4b DOW CORNMNO 1100 SILICONE 10 ANN -610 1/ NTE ..= 1/2' X 2' RAT BAR(HF]0NT -8 STEEL 20 AW-630 1/ ASTMgN. 1 1/2' X 3' CHANNEL(H9G1T -01 STEEL 21 2468 Al REVD LOCKS MANUFACTURED SY SASH - 22 2447 AS REQ ) KEEPER MANUFACTURED BY SASH - - 23 7900 AS REQ'O FIN SEAL. P111 BY SCHLEG 1. POLYPROPYLENE K Windows 3706 SHAMS P Tent col, R. 33494 Ms te41)- 446 -1401 a 0 i 11:111 a 3 i 1 Dim 2N MH --.. x• 1 1 -30 SOdWIEL.....—. Novidarg 11. dwr ORA MN6 MO. SGD —01 SHEET '7OF7 PANEL TOP RAIL 1.064 PANEL BOTTOM RAIL EXTERIOR INTERLOCK INTERIOR INTERLOCK ASTRAGAL REINFORCEMENT INTERLOCK REINFORCEMENT ASTRAGAL 5.677 FRAME HEAD AFC1 140 OOMPLYW3 WWMN THE 804fR1 FLORIDA WINS occt EY 04,y1 . !J^4► a PROOUGTM fROI. weal S LD613 woe 6oesPl.w a omci AC0E71,0CE- Ia £* ll4y ( " I I / FLORIDA PE rpgaz 1.40 -01 01 0 TYPE VB CONSTRUCTION GROUP R3 OCCUPANCY FLORIDA BUILDING CODE 2004 EXISTING BUILDING ALTERATION LEVEL 2 COMPONENTS 4 CLADDINGS AS PER ASCE 1 -02 WIND DESIGN PER A5CE 1 -02 MEAN ROOF NEIGkl _ ._._...._._.__._._._._._._._.__ 4 12 - 0 ' WIND DESIGN SPEED ._ ._._...._._._._._._._._._._._._ 146 EXPOSURE CATEGORY C IMPORTANCE FACTOR 10 TRIBUTARY AREA USED 10 SO. Ft. ZONES 4 MEAN ROOF HEIGHT = 12' Scale 1/4' =1' -0' NOTE; WINDOW AND DOOR INSTALLATION SHALL BE IN ACCORDANCE WIT I.4 MANUFACTURER'S SPECIFICATIONS SET FORTI -1 IN TI-4E APPROVED PRODUCT CONTROL APPROVAL. EXTERIOR DOOR (SEE N.O.A ATTACKED) R.01 39 X 82' WIND PRESSURE «VE 35.30 -VE 38,20 EXIST'G. W(NDOW BLOCKED UP lL) 1 4 S' CM.0 (SEE DETAIL) MI5 IN CONCRETE FILLED CELL (SEE DETAIL ATTACKED) FAIRTIAL °LOOFR FLAN. APPRO''EL ZONING BLDG DEPT 1 S'U3JECT TO COMPLIA,N 1 1 APR 0 4 WV B E WITH ALL FEDERAI 'f AMID' #: STATE AND COUNTY RILES AND PEGU ATIONS z 0 iu 0 1) 7 0 1 0 '4) z O 0 3 !11 3 1 cz Q cU 0 0 N.T.S. DOOR OPENING DOWEL "5 INTO EXIST. CONCRETE SLAB MIN. 6' 4 EPDXY GROUT TYP. DETAIL NEJ DOOR OF NINCl/EXIST. C.M',(1 W4LL N.T.S. EXISTING TIE BEAM /CONC. LINTEL INDCW. OPENING FILEFR DTL. EXIST. TIE BcA +M EXIST. CONC. 51LL NEW 8' C.M.U. WALL IN EXISTING WINDOW OP'G. 5' X 8' CONC. COLUMN W/ 1"5 CONT. DOWEL 6' INTO EXIST. FOUNDATION t CONTINUE INTO LINTEL NEW CONC. BLOCK FILLER WALL PROVIDE NO.9 LADDER TYPE HORIZONTAL REINF. v 16" O.0 GALV. WALL TIES ANC�4ORED TO WALL W /2 -1/8'X2' LONG TAPCON SCREWS TYP, AT EVERY OTHER COURSE AS SHOWN. • • -- • ' 1 • 1 ' 4.Y " . 171'7.r.•. - • --', ^ rrjt „ , ; -r f - ' 7 ' 4r. • • 4 •f:"; •rJ • • s • „ • y , ; ,s- ..4• ; -;" • ,•••••'. ' , • .^ ; ' toeths4-7.pt•f•tiky Way, • •7 -*. ,‘ // EtA0t6 4- 0 ar I 4.. OA 0 ckt e avysf u 6 i ✓o�. ' } Sub C;;rvc�� s ,i .a j// ( A 17 %7 J , TYPIGI. r. .C' Ti / 7TACCO lJl\ te r , . _ , > t.,..4 • . Canc.- 5 // Con c. F /o 1 f3-EC TI O r;i A - d, e. 5 Now • t rcv 14 • • 5h.- [ 4" __ Az orie/rr.; _ 4" •CO. / Vh• 6 " ✓ms's f bV z// o f L'vv;1 No 5c: v /v: Ve510 liC L.D.Geei rji r s 20 2. $ )54.0 65" IArII aNOZes, D 1i'\ 1 I ► j.i ° t.� / /l�OPF . APCII1 . 1't:. t`14 6Hear 5 MIAi -1I f;..0t?1DIN • 5 5I1 5, II l ///_ %- . / 77/77/7/////, , 77 ? rl . 4 r 7/7777 G'"</e<'/6 i/ 1 1 T j/7/7/7//. 1.2. 1/x//47/ x,/ /l./ 7/_//l ` %l /l1:4 / /f% (/ /g /Tl .j/. /27 / /„z' i'� : z7/zzz 77- - _ / 7 ,7 /, / / 1, % zi %% // fly 77//771 Uzi ,t4 ' <L2 :Destrneo 8Y M f'° MrAr i,- pl.oP.iv Oct. I. I q44-, SNUt T 1 , _PO U ri DA- rO f P LAN r .. --ee$ID &ffCe • , r `ie t1125. L.D.Gt -fib Lots POL21 BLocio 3v MIAI'1 i SNc7D.�S, � 1,A dr5 20?2 1 F3LOM 35 fil .. Ft�)f�. :S ►.f'.� _ Def)1 .tSfO Y fi rLvAvtL()pr,ARCHIT Y f1IAk11 QGT S', t 4.4-. S Flea 1" 4 o f.5:51.1 r-r:5 ErLfvA .062' .537 0' i 1 .045 " - ( FRAME - 1 .500' -*-.562"-^-1-. 1,119' .250" SCALE: 3/4 " =1 .500" 281" .562' LOCK ENGAGEMENT .058' THICK 1.237' I 45' L/Off .281 " 18 COLONIAL MUNTIN SCALE: 3/4"=1' .093' .062" 1.435' .200• 1.075" 0.168 .887' 1.123' 1.435' 4.798" 0 CENTER POST SCALE: 3/4 " -1' 2.092" 1.582' 1.433' --1 FACE MOUNT LOCK & LOCK ENGAGEMENT NTS .965' 1 2.269' .375' .102' - .221" 1.535" .500'1-- FACE MOUNT LOCK 1.875' .493' .062' 1.119" L.562 " � .160' .066' 2.393" .061" .106" tI NEOPRENE GLAZING SCALE: 3/4"=1" 2.375" 2.510" 0.172' 062' - a, .500" .063"-F 1.374' 188" ® SASH (VENT) SCALE: 3/4' -1' .200 " .500' .500" 473' . L.562 "° d x125 J 3 -.030' 9 8 ..4 b 6' 0.172' .493' 1.133' 1.750" .375' .256' 1.850" 11 .625:339' 1 .256' 0.188' METAL SNUBBER SCALE: 3/4"=1" 0.314" 0.625" ® LAMINATED GLAZING .493' 12 .057 THICK STAINLESS STEEL CORNER KEY NTS 5/16'0x6' S.S, PIN 1.750' ® VINYL SNUBBER SCAL': '/4 " =1" .125" 1.000' .207" 1.096' --1 qI SASH (VENT) SIDE HINGE SCALE: 3/4 " =1' -•:<:' " M 3 a 03 0 N 00 00 00 00 • Ln M v J w ll 0 E SHEET 3 OF 4 O UJ 0 0 z DATE: 12 -04 -03 SCALE: AS SHOWN DWG. BY: CHK. BY: DWG. No.: 03 -245 .125` 050 o- FRAME DE HINGE SCALE: 3/4'=1* BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 SP -401 4 FRAME 6083 -T5 SP-402 4 SASH (VENT) 6063 -T5 - © SP -403 1 CENTER POST 6083 -18 - 0 - AS REQD, LAMINATED GLAZING 6063 -T5 - © - AS REQD. FRAME ASSEMBLY SCREWS - #10 x 1" F.H. S.S. S.M.S. Fill - AS REQD. SASH VENT ASSEMBLY SCREWS - #10 x 2 1/2' F.H. S.S. S.M.S. - AS REQO. FRAME WEATHERSTRIPPING VINYL - Q AS REQD. VENT WEATHERSTRIPPING VINYL 8O - 2/ VENT 4 BAR HINGE, AT HEAD AND SILL EACH SASH STEEL TRUTH 3425 (4) BAR HINGE (4) #10x1 /2' P.H. S.M.S. TO HEAD AND SILL & (3) #10x1/2' P.H. SACS, TO TOP & BOTTOM RAILS OF SASH (VENT). 9O SP -400 2/ S. VENT FACE MOUNT LOCK & LOCK ENGAGEMENT STEEL SP 400 W/ (2) #10x1/2" P.H. S.M.S. TO W/ LOCK ENGAGEMENT W/ (4) #10x1/2' P.H. S.M.S. TO STILE IT - 1 DYAD CRANK OPERATOR STEEL TRUTH, 5050 ATTACHED W/ (2) #8X3/8 S.S. S.M.S. ® SP -419 2 /CORNER .057 THICK CORNER KEY 5.5, AISI 304 SERIES, CUSTOM BY STROMPROOF - 3 VINYL SNUBBER 0 2 PER HINGE STILE & 0 2 PER JAMB MATCHING HINGE STILE POLY VINYL BY MM PLASTIC, INSTALLED 5" FROM TOP & BOTTOM OF FRAME W /(2) #12x1/2' P.H. S.M.S. ® METAL 4 - 3 SNUBBER 0 2 PER HINGE STILE & 0 2 PER JAMB MATCHING HINGE STILE STEEL INSTALLED 5' FROM TOP & BOTTOM OF FRAME W /(2) #12x1/2" P.R. S.M.S. - AS REQD. DOW CORNING SILICONE # B99 OR 1199 - AS REQD. SCREEN - AS REQD. NEOPRENE GLAZING VINYL - �' - AS REQD. COLONIAL MUNTIN 6063 -TB - - AS REQD. 1/4" 0 TAPCON ANCHORS (SEE NOTES 5A/1 & 58/1) STEEL USE 10 CONCRETE, OR CONCRETE BLOCK WALL, THRU 1/4' MAX. SHIM + 1 x PT. WOOD BUCK W/ 1 1/4" MIN. EMBEDMENT. 19 - AS REQD. 14 FH WOOD SCREWS NON CORROSIVE SEE NOTE 5C 1 # ( )( /) STEEL USE TO 2 x PT. W000 BUCK (BY OTHERS), THRU 1/4" MAX. SHIM W/ 1 1/2' MIN, EMBEDMENT. ® MIAMI -DADE C APPROV OUNTY ED GLASS AS REQD. 3/18' NOMINAL(0.188") ANNEALED GLASS 0.090" SAFLEXO HP (DM) INTERLAYER EXTRUDED SHEET 3/16' NOMINAL(0,188 ° ) ANNEALED GLASS =7/16' (0.462) TOTAL. THICKNESS. 7/18' NOMINAL LAMINATED L SOLUTUb INC. (SEE GLAZING DETAIL ON SHEET 2) 0 MIAMI -DATE COUNTY APPROVED GLASS AN RZuL. 3 /14' NOMIAAL(0.188 ") ANNEALED GLASS 0.090' DU nONT SENTRYGLASO PLUS INTERLAYER 3/16' NOM INAL(0.1C6 "; ANNEALED GLASS =7/ 16' (0.'62') TUTAL THICKNESS. 7/16' NOMINAL LAMINATED GLASS E.I. DUPONT DENEMOURS & CO., INC. (SEE GLAZING DETAIL ON SHEET 2) uU� MIAMI -DADE APPROVED GLASS AS REOU. 1/8" NOMINAL(0,118") ANNEALED GLASS 0.090' SAFLEXO HP LDM) OR DU PONT SENTRYGLAS0 PLUS ,J �RIAYER 1/8" N(`MINAL(0.11d') ANNJALED GLASS =3/8" (0.330') TOTAL THICKNESS. 3 / 8 " LAMINATED GLASS SOLUTIA, INC, (SEE GLAZING DETAIL ON SHEET 2) _1) 408 409 J 1 /HINGE SAS.1 (VI :IT) SIDE +N1 W/ 5 /16 "0x6' AISI 309 SERIES S.S. PIN ALUMINUM 6083 -15 (Fy = 16.0 ksi) W/ (2) #10x1" S.S. S.M.S TO STILE m , LOCATED 6 1/2" FROM TOP /BOTTOM 2 /HINGE W/ 5/16'0x6' AISI 309 SETJES S S PIN ALUMINUM ALUMINUM 6063 -T5 (Fy = 16.0 ksi) W/ (2) #10x1" S.S. S.M.S TO JAMB O , LOCATED 8 1/2" FROM TOP /BOTTOM .062' .537 0' i 1 .045 " - ( FRAME - 1 .500' -*-.562"-^-1-. 1,119' .250" SCALE: 3/4 " =1 .500" 281" .562' LOCK ENGAGEMENT .058' THICK 1.237' I 45' L/Off .281 " 18 COLONIAL MUNTIN SCALE: 3/4"=1' .093' .062" 1.435' .200• 1.075" 0.168 .887' 1.123' 1.435' 4.798" 0 CENTER POST SCALE: 3/4 " -1' 2.092" 1.582' 1.433' --1 FACE MOUNT LOCK & LOCK ENGAGEMENT NTS .965' 1 2.269' .375' .102' - .221" 1.535" .500'1-- FACE MOUNT LOCK 1.875' .493' .062' 1.119" L.562 " � .160' .066' 2.393" .061" .106" tI NEOPRENE GLAZING SCALE: 3/4"=1" 2.375" 2.510" 0.172' 062' - a, .500" .063"-F 1.374' 188" ® SASH (VENT) SCALE: 3/4' -1' .200 " .500' .500" 473' . L.562 "° d x125 J 3 -.030' 9 8 ..4 b 6' 0.172' .493' 1.133' 1.750" .375' .256' 1.850" 11 .625:339' 1 .256' 0.188' METAL SNUBBER SCALE: 3/4"=1" 0.314" 0.625" ® LAMINATED GLAZING .493' 12 .057 THICK STAINLESS STEEL CORNER KEY NTS 5/16'0x6' S.S, PIN 1.750' ® VINYL SNUBBER SCAL': '/4 " =1" .125" 1.000' .207" 1.096' --1 qI SASH (VENT) SIDE HINGE SCALE: 3/4 " =1' -•:<:' " M 3 a 03 0 N 00 00 00 00 • Ln M v J w ll 0 E SHEET 3 OF 4 O UJ 0 0 z DATE: 12 -04 -03 SCALE: AS SHOWN DWG. BY: CHK. BY: DWG. No.: 03 -245 .125` 050 o- FRAME DE HINGE SCALE: 3/4'=1* f W - - e$IDerK fq►,r fleS.1...U.62er•rif: Lots 20 2 t $�.QcN� 35 11141 " 5 t1 .DEstGUf •D Err. M.M.V4vicor-• A Qca41 - rEtc.T 11 I A 11 1 -FLC) 2 %DA c. T. Ib, 1q44,. 5 Hea 3 Q f S5N T: L evA I O Ns • GA �• & E. fe, 13 a 10 Ihi s w„ :/P 4✓ / s /Ve. b?s, 47 /o A4. 21ZH z .3 / /NO. 2424 Z-124 z:�zz /g/ .� 2323 ,3 .4 z4 332.5 y'o tcr/ 11".r. )d :5 / - G'vr/7ei• /155 000/1 i'/n// / , ::41!� / . , 1 / 4f: Y /G /N 2 21 f3 t. oc v. :3 := st6tuEo t•'r t ,11•VA oP r Aqe:Fi .1?1b /y 18x24 11.11111 SINNINIL .11101•111-111111111111. ..vNYt.Yd.+GYt Iif.hYSe.. P.Yl`y.4'��� 45i3tirillr. rr:rWrO .,,,,,, i*d !.6+e. -v�l �►�';�^'�V+�.TM� . N':o: L. ODQo R ()WINDOW ALum G YM, 'F`(P g M T AL W Iu M I tGD-�Y 12 i i i VICENTE FRANCO P.E. AUG 1 8 2006 LIC # 62531 `AIp l/.W4 VI O AWM \II () l Q 5, G, Q ,ALU• w. a /A.uvel SCALE: (L i r� 00(41 I PLACE E T ?PROVED BY DATE: QS.- P1 of cr AQ_Gg a4. 0277 N /01 _.., ' (4' y onal 04Or DRAWN BY 7 "ul.C. REVISED G. IV„ °L4JUE( nNarr4 y 9.09 ;'y DRAWING NUMBER 277 ON FRAME /CENTER POST (SEE NOTE 8/1) ASSEMBLY DI?'Pr1ILS SASH (VENT) CORNER 0 a E 3 3 z 0 0 z DATE: 12 -04 -03 SCALE: AS SHOWN DWG. BY: CHK. BY: WINDOW FRAME CORNER DWG. No.: 03 -245 SHEET 4 OF 4 M I A M MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE K.D. Windows, Inc. 3705 Shares Place Riviera Beach ,FL 33404 Your application for Ne ce! Series 455 Aluminu o rtont1l under Chapter 8 of tf de Construction, and :ompytel County Building odeCoinp The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0110.04 EXPIRES: 11/29/2006 APPROVED: 11/29/2001 (il ie68 .71, r t. f' 3 73 ty OCT 0 06 B Y:. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CO:1MPLJANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSL \G SECTION (305) 375 - 2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION C (305) 375 -2902 FAX (305) 372 -6339 (NOA) of g Window - Impact Resistant ade County governing the use of Alternate Materials and Types of erein, has been recommended for acceptance by the Miami -Dade e, 43CCO) under the conditions specified herein. This NOA shall no e v d extp ation date stated below. BCCO reserves the right to secure this product or material' tP om a j bsite or manufacturer's plant for quality control testing. If this product or material tii is toper rm in e approved manner, BCCO may revoke, modify, or suspend Y fY, p d the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TIIIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. ,0—ed Francisco J. Quintana, K.A. Director Miami -Dade County Building Code Compliance Office \ s045000I 'pc2000 \!templates\notice acceptance rover page dot Internet mail address: postmastervbuildingcodeonline .com � Iiomepage: http : / /www.buildingcodeonline.com KD Windows, Inc. ACCEPTANCE No.: 01 -0110.04 2 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NOV 2 9 2001 NO 2 9 ZOOS 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 455 Aluminum Horizontal Sliding Window — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No HS 00 -01, Sheets 1 through 5 of 5, titled "Series 455 Aluminum Horizontal Sliding Window Large Missile Impact Resistant," prepared by manufacturer, dated 12/1/00, signed and sealed by Francisco Hernandez, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to OX, XO and XOX configurations of single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, Configuration, see corresponding Design Pressure Chart in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents . r.qu_re by the Building Official or the South Florida Building Code (SFBC) in ord4.r to orupL:rly evaluate the installation of this system. Mani -1 Pi'ez, P.E. Product c g of Examiner Prod ontrol Division KD Windows, Inc. ACCEPTANCE No.: 01- 0110.04 APPROVED EXPIRES NOV 2 :9 2001 NOV 2 9 2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consist of pages 1, 2 and this last page 3. END OF 1JIS _ACCEPTANCE 3 Manu 1 Pe - a, P. E., Product C I Examiner Produ ontrol Division KD Windows, Inc. ACCEPTANCE No.: 01- 0110.04 APPROVED : NOV 2 9 2001 EXPIRES . ,NOV 2 9 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) E -1 A. DRAWLNGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS 00 -01, Sheets 1 through 5 of 5, titled "Series 455 Aluminum Horizontal Sliding Window Large Missile Impact Resistant," prepared by manufacturer, dated 12/1/00, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on 1 Large Missile Impact Test per SFBC, PA 201 -94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 3 specimens of XOX aluminum horizontal sliding window , prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0145 - 0214 -98, dated 2/13/98, signed and sealed by Timothy S. Marshall, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with marked -up drawings and installation diagram of 1 specimen of XOX aluminum horizontal sliding window , prepared by Hurricane Test Laboratory, Inc., Test Report No. IITL -0145- 0803 -98, dated 8/25/98, signed and sealed by Timothy S. Marshall, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculations, prepared by Francisco Hernandez, P.E., dated 12/1/00, and revised on 10/29/01, signed and sealed by Francisco Hernandez, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 98- 0728.05 issued to Solutia Inc., for "Saflex IIIG PVB Polyvinyl butyral interlayer," dated 8/27/98, expiring on 5/21/01. E. STATEMENTS 1. Laboratory compliance letter for Test Report No. IITL -0145- 0803 -98, issued by Hurricane Test Laboratory, Inc., dated 01/12/99, signed and sealed by Timothy S. Marshall, P.E. 2. Statement letter of no financial interest, dated 1211/00, signed and sealed by Francisco Hernandez, P.E. 3. Letter dated August 1, 2001 excluding this file from application of Ordinance 00 -174 to comply with ASTM E 1300. Also confirming that KD Windows Inc. is the legal owner of all assets of Amerc ?n Window Corporation, signed by Jaime Gascon. 4. Letter date. 08/02/01 naming M;. Gus Montero as contact person for KD Windows, Inc. signed by Robert ; Iof i nap. Manu- Perez P.E. Product Co ro xaininer Produ t C. of Division _ IMPACT GLASS 8• MAX. 8' MAX. - i 20 18" MAX. I 20 A MAX WINDOW WIDTH • TYPICAL ELEVATION (OX) OR (XO) 6' MAX. � I IMPACT GLASS 20 WINDOW WIDTH MAX. 20 IMPACT GLASS Jl_ I -/ TYPICAL ELEVATION ()LOX) FALSE MUNTINS APPROVED AS COMPLY0G WITH T16 SCVTN FLORIDA 0UILDING C006 C EY PROOI CONTROL 0MS104 8 E COMPLIANCE OFFICE ACCEPTANCE NO (-)(-Q L ► 0 . 0 �{ 11 -oa -cl FRAVCtSC0 HERIMAICEZ FLOR1CA PE / 51303 Q Windows 5706 sFwm PACE % ER4 MACK P. 33404 P1. (561)-845 -1401 CO! a cC0 etnit 2 '1 Wag Mil att.?' 63 MH oats 12 -1 -00 1i 3/8'd1' Rev;alac DRAW/ NO. HS 00 -01 SHEET 1 OF 5 WINDOW HEIGHT WINDOW HOGHT DESIGN PRESSURE CHART (XOX) MARI DIMENSIONS NUMBER OP DESIGN PRESSURE WIDTH HEIGHT A WAD ANCHORS POS. NEG. WIDTH HEIGHT BEAD IAMBS POS. NEG. 80.0 70.0 22 I KM 26' 3 60.0 2/32 108 1/4" 32 6 60.0 70.0 60.0 3/22 111' 28' 8 2 60.0 70,0 60.0 - 118" 1/2 33 7 60.0 70,0 1 2/33 108 1/4' 38 3/8" 8 3 60.0 70.0 3/23 111" 8 60.0 70.0 38 3/8" 4 I 118" 80.0 7 60.0 70.0 2/34 106 1/4' 60.0 6 60.0 70.0 3/24 111" 50 5/8' 8 4 60,0 70,0 5/8' - 118" 60.0 7 60,0 70.0 2/35 108 1/4° 60.0 8 60,0 70.0 3/25 111" 63' 8 5 60.0 87.50 2 118" X 60.0 7 60.0 70.0 6020 72' 80.0 4 60.0 70.0 63" 7020 84' 60.0 5 60.0 70.0 8020 98' 24' 8 2 60.0 70,0 9020 108" 60,0 6 60.0 70,0 6030 72' 60.0 4 80.0 70.0 24' 7030 84" 60.0 5 60.0 70.0 8030 98" 38' 8 3 60.0 70,0 4 108" 60.0 6 60.0 70.0 6040 72' 60.0 4 60.0 70.0 7040 84" 3 70.0 60.0 70.0 0 8040 98' 8 4 60.0 70.0 +X 9040 108" 8 60.0 70.0 6050 72 4 60.0 70.0 7050 54' 5 4 60.0 70.0 8050 98" 60" 8 60.0 70,0 9050 a 108" 6 60.0 70.0 60.0 70.0 EASED ON TEST REPORT HTL - 0145 - 0214 -98 PERFORMED BY HURRICANE TEST LABORATORY, INC. _ IMPACT GLASS 8• MAX. 8' MAX. - i 20 18" MAX. I 20 A MAX WINDOW WIDTH • TYPICAL ELEVATION (OX) OR (XO) 6' MAX. � I IMPACT GLASS 20 WINDOW WIDTH MAX. 20 IMPACT GLASS Jl_ I -/ TYPICAL ELEVATION ()LOX) FALSE MUNTINS APPROVED AS COMPLY0G WITH T16 SCVTN FLORIDA 0UILDING C006 C EY PROOI CONTROL 0MS104 8 E COMPLIANCE OFFICE ACCEPTANCE NO (-)(-Q L ► 0 . 0 �{ 11 -oa -cl FRAVCtSC0 HERIMAICEZ FLOR1CA PE / 51303 Q Windows 5706 sFwm PACE % ER4 MACK P. 33404 P1. (561)-845 -1401 CO! a cC0 etnit 2 '1 Wag Mil att.?' 63 MH oats 12 -1 -00 1i 3/8'd1' Rev;alac DRAW/ NO. HS 00 -01 SHEET 1 OF 5 WINDOW HEIGHT WINDOW HOGHT DESIGN PRESSURE CHART (OX) MARK DIMENSIONS NUMBER Of ANCHORS DESIGN PRESSURE WIDTH HEIGHT A WAD JAMBS POS. NEG. 1/2 32 28 1/2' 2 80.0 70.0 22 37' 26' 3 60.0 70.0 32 53 1/8' 4 2 60.0 70.0 2/22 74' 5 60.0 70.0 1/2 33 28 1/2' 2 60.0 70.0 23 37' 3 60.0 70.0 33 53 1/8' 38 3/8" 4 3 80.0 70.0 2/23 74 5 60.0 70.0 1/2 34 28 1/2' 2 60.0 70.0 24 37' 5/8' 3 60.0 70.0 34 53 1/8.50 4 4 60.0 70.0 2/34 74' 5 60.0 70.0 1/2 35 2 X 60.0 70.0 25 3 80.0 70.0 35 63" 4 5 60.0 70.0 1/25 5 60,0 70.0 2020 24" 2 60,0 70.0 3020 38" 3 60.0 70.0 4020 48' 24' 3 2 60.0 70.0 5020 60' 4 60.0 70.0 6020 72" 4 60.0 70.0 2030 24' 2 60.0 70.0 3030 38' 3 60.0 70.0 4030 48' 36' 3 3 60.0 70.0 5030 60" 4 60.0 70.0 6030 72' 4 60.0 70.0 2040 24' 2 60.0 70.0 3040 38' 3 60.0 70.0 4040 48' 3 60.0 70.0 4040E 50" 48' 3 4 60.0 70.0 5040 80' 4 60.0 70.0 6040 72" 4 60.0 70.0 3050 38" 3 60.0 70.0 4050 48" 3 60.0 70.0 5050 60" E0 • .. 4 61'.0 71.0 6050 72' 4 60.0 70.7 EASED ON -EST REPCRT HTL -0145- 0214 -98 PA 201 /203 AND HTL- 0145 - 0803 -98 PA 202 PERFORMED BY HURRICANE TEST LABORATORY, [NC. _ IMPACT GLASS 8• MAX. 8' MAX. - i 20 18" MAX. I 20 A MAX WINDOW WIDTH • TYPICAL ELEVATION (OX) OR (XO) 6' MAX. � I IMPACT GLASS 20 WINDOW WIDTH MAX. 20 IMPACT GLASS Jl_ I -/ TYPICAL ELEVATION ()LOX) FALSE MUNTINS APPROVED AS COMPLY0G WITH T16 SCVTN FLORIDA 0UILDING C006 C EY PROOI CONTROL 0MS104 8 E COMPLIANCE OFFICE ACCEPTANCE NO (-)(-Q L ► 0 . 0 �{ 11 -oa -cl FRAVCtSC0 HERIMAICEZ FLOR1CA PE / 51303 Q Windows 5706 sFwm PACE % ER4 MACK P. 33404 P1. (561)-845 -1401 CO! a cC0 etnit 2 '1 Wag Mil att.?' 63 MH oats 12 -1 -00 1i 3/8'd1' Rev;alac DRAW/ NO. HS 00 -01 SHEET 1 OF 5 WINDOW HEIGHT WINDOW HOGHT