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1208 NE 99 St (9)NOT VALID UNLESS EMBOSSED WITH REVISED: (305) 865 -1200 FLOOD ZONE: PANEL: SINCE 1987 BLANco SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Fax: (305) 865 -7810 SUFFIX: j DATE: 7/17/95 BASE: N/A 0093 COMMUNITY# 120652 0.40' 0Rf kEWA 108.57'(Rec. , c 1 1 1 1 1 1 1 1 1 1 ct 108.80" /ideas. 5500 CGNCRF1E 1 108.57'(Rec.) 108.80'(Meas.) J00' 90 10W ELEVATION BASED ON LOC. # CBM# ELV. ASPriAL r 2 I • ABBREVIATIONS: SV,K= SIDEWALK CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE= DRAINAGE UTILITY EASEM ENT IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, DM= ORILLEO HOLE, W/F= NUODEN FENCE, RES= RESIOENCE, CL- CLEAR, RB= REBAR, UE= UTILTY EASEMENT. CONC= CONCRETE SLAB, RMI =RIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP= COMPUTER, ASH= ASPHALT, N/O =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, O /S= OFFSET, P /P= POV.ER POLE, OHP= OVERHEAD POkAERLINE, V.M= VH TER METER WOOD FENCE= MASONRY WALL= CONCRETE= MAINTENANCE & DRAINAGE EASEMENT= M & D.E. TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO DE MADE TO DETERMINE RECORDED INSTRUMENTS, IF AN AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE LEGAL DESCRIPTION: LOT 8 OF EARLETON SHORES i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 LOCATION SKETCH SCALE: NTS DATE: SCALE: 1/7/04 1 " =20' U /X /f- ///C/04), SURVEY FOR: KEITH POST, 1208 N.E. 99TH ST., MIAMI SHORES, FLORIDA 33138. 2 BLOCK SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 80 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA DWN. BY: F. Blanco JOB No. oy - / Z9 U ?n 2 S G- 7' 1 s t'. F i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 l ?r t.. y� 2 oY' 9 4 yt FLOOD ZONE: X PANEL: 0093 DATE: 1/7/04 SCALE: 1 " =20' DVVN. BY: F. Blanco (305) 865 -1200 SINCE 1987 BLANCO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Fax: (305) 865 -7810 SUFFIX: j DATE: 7 / 17 /95 BASE: N/A COMMUNITY# 120652 JOB No . o y-/z9 o� ti 0.40' REVISED: NJ v 1 0.30' NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL ■ 108.57'(Rec.) ° 108.80 5500" — 4' HIGH (1.1?)-\k\-n- r;-1 ONCRF7E ; 57'(Rec.) 108.80'(Meas.) Zoning Ap roved 1 1 1 1 1 1 1 1 1 1 MASONRY ALL= CONCRETE= MAINTENANCE & DRAINAGE EASEMENT= M & D E. CBM# ELV. 30.OG' 90'00'00" c Wilt ABBREVIATIONS: SVK= SIDEVWALK CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINKFENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, DM= DRILLED HOLE, W /F= WOODEN FENCE, RES= RESIDENCE, CL -C LEAR, RB= REBAR, UE= UTILITY EASEMENT, CONC= CONCRETE SLAB, RNV=RIGHT OF VVAY, DE =DRAINAGE EASEMENT, C/L= CENTER LINE, 0= DIAMTER, TYP =TYPICAL, M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP= COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, P /P= POV`ER POLE, OHP= OVERHEAD POVvERLINE, VAM= V\ATER METER MOD FENCE= ELEVATION BASED ON LOC. # ' TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE LEGAL DESCRIPTION: LOT 8 OF EARLETON SHORES LOCATION SKETCH SCALE: NTS SURVEY FOR: KEITH POST, 1208 N.E. 99TH ST., MIAMI SHORES, FLORIDA 33138. 2 BLOCK SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 80 MIAMI —DADS OF THE PUBLIC RECORDS COUNTY, FLORIDA ' NDC'.v WIDTH NCRES) WINDOW' r,E :CHT (INCHES) COMPARATIVE ANLYSIS AND ,ANCHOR CHART DESIGN LOAD EXT O CAPAC.TY —PSF INT ( —) NUE /35R Cr ANCHORS HEAD AND SILL JAM /LOCK) 5 1/2 X 50 5/3 53.3 107.3 2 5/ .3 X 33 3/5 53.3 71.5 2 5 / 3 17 X 50 5/3 53.3 61.0 2 5 / 3 7 3/5' 3 :/4' 5' 37' MAX. r R € 'WIDTH 3'J 1/2' D.L .a. VENT al i - 1/2 24' TYPICAL ELEVATION 1/8" ANNEALED GLASS TWO LOCKS PER VENT ; #1794 �-s 11/2' 16' 3' 2 FRAME ASSEMBLY SCREW 10 VENT ASSEMBLY SCREW 11 12 GLASS 15 FIBERGLASS SCREEN MESH 17 13 19 20 21 22 23 2 25 26 3 0� HEAD WOOLPILE VENT Si DE 4 SWEEP LOCK 27) "Z" -BAR FRAME TRUE MUNTIN EGRESS HIGE S.A. VINYL FIN DESCRIPTION 3 ACRYLIC BASED GLAZING COMPOUND ROLL FORMED SCREEN FRAME SCREEN MESH ROLL VINYL W OO L P I L E MEETING RAJ L BULB VINYL VENT BOTTOM BLOCK AND TACKLE BALANCE #8 X .3/4" S.M.S. ROLL FORMED GLAZING BEAD INSTALLATION FASTENER TRUTH LEVER CAM LOCKS /SINGLE OPERATING BAR SNAP CANTILEVER(.055 THK.X1- 1/1_•" WIDE) SECURITY UMINUM WINDOWS COMPA. - _`ISIS 2100 ALUMiN'U'.4 SINGLE HUNG /EGRESS WtNDOW BASED ON FTL 1794 3i ,. 50 3 W/ 1/3" ANN. GLASS WTP:÷8.0psf. D-' :( + /— )61.Cpsf. NOTE: 1. POSIT VE i . =S PRESSURE LiNI T ED BY WATER Its'; iLTRATON TEST AT 8.0 psf. 2. WINDOW Oi_^'ED WITH 353 ANNEALED KELVYN WHIT` EL), P.E. CONSULTING EIG'NEER FL. 1002 N.E. 11S 57. —Q275 MATERIALS LIST 24140 ALLOY /TEMP PART NUMBER 6063 -T6 SEG 367 6063 -T6 SEG 375 6063-76 5063 -T6 6063 -T6 6063 -T6 6063 -75 6063 -76 6063 -T5 6061 -T6 AF-12482 1 .7 5X 2.12 5X.0 45TH K. SEG 164 SEG 492 SEG 160 SEG 119 012 -00 -832 n X 3/4" PHPH SMS 050 -00 -000 #8 X 1" PHPH SNS 047 -00 -008 050 -00 -000 007 -10 -016 050 -00 -000 048 -00 -002 046 -16 -005 046 -16 -030 GLAS 1.387X 2.187X.062THK. 2.437X2.125X.062T HK. 1.637X1 .109X.062rHK. 1.80X.938X.062THK. 1.075X.937X.062T-:K. 1.013X 1.03X.062THK. SEE ELVATICNS COMMENTS /BASIC DIMENSIONS SHOP APPLIED / SCHNEE MOREHEAD 5555 047 -10 -009 046 -16 -030 .0084 THK. 1 0 X 2 1 /2" FH PH SMS 25.72 10.5" FROM TOP & BOTTOM 6063 -T5 SEG -299 AT EA. INSTALAT1ON SCREW /.055THK.X1.052 WIDE SEG -363 SEG -240 SEC -343 4" L.G. BUTT /5" FROM TOP /BOTTOM 046 -00 -016 1 .891 X2.066X.062THK. .887X.812X.062TH :K. 5I'r ' O N 3 i A^ C %1 L. - '7 — • CCU- ? �Ct OFFICE _ tic ,, No. - 7 - O ) 2/- /0 1— c W a cs I .KELY`'N a V,'H■TFI_LD 1 10'2 NE. 115 ST. R }Ar:,41, FL 33151 ! (3)5155-;75 DATE: 9 -2 -47 s_ o'NG. 36 �JD? !J3: 37 -140 NE,\^DN a K '.-+ T17l 2 P.6 F_241<3 i X1 /4 MACHINESCREW. FRAME CORNER DETAIL EGRESS SUB FRAME N N,t N f 1 0 • . hill va.vyN A 1YHITFle_D 7002 N1= 115 ST. kl` 1! FL 33161 (305 ) 59 5-9975 LJ I- 0 z i_ 9-2 -97 SEALANTS: FAME CORNERS, INSTALLATION S SEALED WITH CRS -�� SCHN_ F MOREHEAD 5504 FRAME CORNER D_AIL SINGLE HUNG AP V D AS CCIN ;PLY :NO SOUTH F! D ;D4 BU'LDINC CODE D4 . 7 . 19 51) 81 R01_ DiV.'S ION oLIILO/ ":G CODE CO, PLikNCE OFFICE C - P- II-ACE NO. 1 _O? ay./0 1 P.E. FL { 24140 111Il rri 1/2' LONG WEEP NOTCH AT EA. END OF FRAME SILL SCREEN RETAINER 1.8000 a . 2" X P.T. WOOD BUCK OR 1 X P.T. WOOD BUCK SEE Jkl/..3 DETAIL FOR kNCHOR SPECIFICATION 1/4" SHIM TYP.(WAX) 1 1.391 2" X 4" WOOD BUCK 3/16" DIA. TAPCCN WITH 1 1/4 E1.4SED>r1ENT 1.391 INTO CON (iPJ SECTION OF SINGLE HUNG WINDOW 110 SHEET METAL SCREW WITH 1 1/2" E3.!B DMENT NT0 WOOD (7YP.) 2 HINGES PER WINDOW 2 X WOOD BUCK / - 1/4 MAX_ SH; 1.3750 13 X 3/4" S.M.S. 2 PER LOCK 18 X 1/2' S.M.S. 4 PER HI;,10E 5/16' GLAZING PENETRATION SCHNEE MDREHEAD 5555 ADHESIVE BEDDING COMPOUND .0084 ROLLED GLAZING BEAD OUT SIDEGLAZING DETAIL/ FULL SCALE SECTION OF' SINGLE HUNG WINDOW' 1 X 'WOOD SUCK I F 2.066 3/15 D A. TAPCON WITH 1 1/4" 94 BED MENT INTO CO NCRETE(TYP. ) 'Fr! A 30 PRO32' "O; D V"S CODE C () 'f?L,9NCE OFF;CE _ C'2) --t 2 0 U T U I I 1 l 1 1 IIIIIIII r- 0 0 z K 'VYN A. WHi 1ELD I 1D2 NE. 115 ST. 'M.;4W1. L. 33151 (305)395 -9975 DATE 9 -2 -97 S^�LE DWG. 3Y: JG CHIC KELY :14 A. veil i l= i n P. E. FL124140 J03 VD.: 97-140 PRODUCT CONTROL NOTICE OF ACCEPh: Security Aluminum Windows & Doors 5100 N.W. 72 Avenue \1ianii, Your application for Product Approv of: Series "2100 Single Hung o � Egress" A lrurrirrr1rn I3u7rl ,lcrinn 11'irulocv under Chapter S of the Metropolitan Dade n � Cou. ty Code 0overnin« e . 1 the use of .Alternate h ?aterials and hypes of Construction, and completely described in the plans, � � -1 3licant alorr p specifications and calculations as submitted by Pl ,, with Drawl/7g No. 97 -140, Sheets 1 1/rr« 3 of 3. has been recommended for acceptance. b�� P` the Buildim Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pales 2 et. seq. and the Standard Conditions This approval shall not be valid after 'h,. � �;� expiration date stated r reserves the right to secure this � roduct or �' ' elo�y ". The Office of Co � l material at anytime from a e c Compa t for quality control testing. If this product or material fails to perform or manufacturer's a!an for Compliance Office may revoke, modify, or suspend the use applicant !n the approved r���er, the Code applicant shall re- evaluate this product or material s� �, of such product or material immediately. The ould any arnmendments to the South Florida Buildin;, Code be enacted affecting this roduct r or material. The Buildin�3 Code the_ right to revoke this approval, iI it is determined Compliance Office re;eryes the by the Buildlr7Q Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. such testing will be incurred by the manufacturer. The expense of / ///ji - L.* Raul Rod gu i ez L THIS IS THE CO�'ERSHEE "h, SEE :�DDChIO:'V',.�I, PAGES F Product Control Supervisor FOR SPECIFIC AND GENERAL CONDITIONS - - - - - -- Acceptance No.:97- 0924.10 BUILDING CODE COMMITTEE: This application for Product Approval has been reviewed by the Metropolitan Dade County Code Compliance Department and a ��;roy.cd h. �,� - 1 r the Buildin', Code. n D oifdin� County, Florida under the conditions set forth above. c om:;�itteo to be used in Dade . 'P :07/30/95 Expires:07 /30/01 FL 33166 ernet mail address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO-_ DACE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER LDiNG LAGLER �Ui�DiNG 140 ViEST FLAGLER STREET, SUITE 1603 OOA,4I, FLORIDA 33130 -1563 ( 375 -2901 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -66339 `1NC.E irfi.s n `er, Director Building Code Compliance Dept. :'Metropolitan Dade County Homepage: blip /www.bui!dinnr�r� Security Alumin «indo«s ,K7 Doors 1. SCOPE 1.1 This approves an aluminum dual action window as e c Acceptance, designed to comply with the South Florida Building Code, o de, 2 of this Notice of Miami-Dade County, for the ! a�� � (SFBC), 1994 Edition for oc3 sons 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 "2100 Single Hung Egress" Aluminum Dual ActionWindow shall be constructed in strict compliance with the following document: its o components : :2100 Single Flung Eg � coc�11ent: Dra�,��ing No. 97-140, titled press," Sheets 1 thru 3 of 3, dated 9/2/97, signed and sealed by Kelvyn A. Whitfield, P.E., bearing the 'Miami -Dade County Product Acceptance number and approval date by the \T; � Control approval stamp with the Notice of Miami Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIIIIITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum dual action window and its components shall he constructed in strict compliance with the approved drawin4�s. 4.2 Hurricane protection system lct��.r +���.�. �... - (shutters): t��e installation of this unit will require hurricane prvt�,cvii system. Ulre T1Cane l 5.1 EXPIRES JUL 3 0 ?gn1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS L AI3ELING Each unit shall bear a permanent label with the manufacturer's ,a :ollow-O] statement: ">viiair.i -Dad' r ro e or logo, city, state and ., County Product Control Approved". 6. I3UILDIiNG PERMMI"I' REQUIREMENTS 6 . 1 Application for building permit shall be accompanied by copies of the following: 6.1.1 "Phis Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section of this clearly marked to show the components 2 his Notice of 6 . 1 •3 Any other documents required p nts s..l�cted for the proposed installation. c red by the Building Official or the South Florida Building Code (S;; BC) in order to properly evaluate the installation of this system. ACCEPTANCE No.: 97-0924.10 APPROVED �JL 3 0 1998 Iv1anul1 Perez, P.E. oduc e6ntrol Examiner Produc. Division Security Aluminum 'Windows and Doors . ACCEPTANCE No.: 97-092-I.10 APPROVED 3 0 1993 EXPIRES JUL 3 o 2001 NOTICE OF ACCEP"IANCE: STANDARD DARD CO\DITIONS 1 Renewal of this Acceptance (approval) shall be considered after a rene filed and the original submitted documentation, renewal application ntat�ion, including, ta, en ine has been documents, are no older than eight (S) ears. test supporting data engineering 2 Any and all e approvd shall be permanently labeled with the m state, and the following pry approved products sha� statement: "_'Miami -Dade County Product Control A vzufactroeed name, city, specifically stated in the specific ZtY I pec�.ic conditions of this Acceptance. I Proved ", or as Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Buii this product and the product is not in com a with changes; ectin�> pliance with the code the evaluation of h) h The product is no longer the same product (identical) as the one c) lithe Acceptance holder has not originally a- s not complied with all the requirements accept including the correct installation of the n of acce t d) The engineer who originally prepared, p ance, initially submitted is prepared' signed and sealed the required documentation s no longer practicing the engineering profession. Any revision or change in the materials, automatically be cause for termination of tli s�Accept / J�ce manufacture of the product or process shall requested (through the filing ofa revision application Mess prior written approval has been of ice. with appropriate fee) and granted by this Any of the following shall also be grounds Ads fey removal of this Acceptance: a) Unsatisfactory performance of this product b) Ni isuse of this Acceptance as an endorsement of ,Cej any other purpose. �1} product, for sales advertising snag or The Notice of Acceptance number preceded by the words Da the expiration date may be display ed in advertising, Dade. Count}, Florida , literature. and Notice followed by Acceptance is display then it shall be done in its entirety. If an} portion of the Notice of �t, rely. A cop }' of this Acceptance as well as � . s a.pproyed drawings and other documents, where it a shad be provided to the user by the m inspection at the job site user anutacturer or its distributors and shall be a';aila applies, all times. The �, engineer does not need to reseal the coy `"b1� for Failure to comply with any section of ihis.��cce ,ta, shall of Acceptance. p �� ce si,all be cause for termination and removal This Acceptance contains pages 1. 2, this last page 3. Mantic Perez, P. E., Product Produc Control Division END OF TIIIS ACCEPTANCE - 3 - ltro1 Examiner J ,MALL MIISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT RECQD. FOR INSTALLATION ABOVE 30 FT. OF GRADE SMALL 'd1SS1LL IMF 1c I HESISTANT WINDOWS SHUTTERS NOT PEQD. FOR INSTALLATION ABOVE 30 FT. OF GRADE ' DESIGN LOAD CAPACITY - PSF • wINDOW DIMS. DESIGN LOAD CAPACITY - PSF I/4" - TEMP. GLASS 3/16" ANCHORS 3/8" - TEMP. GLASS 1/4" ANCHORS ar3 4/3 E x7 INT EX T i ;NT 7 36 43 5C 72" 24 120.0 120.0 133.3 1 70 0 120.0 120.0 133.3 170 0 120.0 120.0 133.3 170.0 1 2 0 . 0 120.0 133.3 ' 70 0 120.0 120.0 133,3 170.0 2 36 43 50 72" 35" 120.0 1200 1333 1 700 120.0 120 0 133.3 170 0 120.0 120.0 133.3 170 0 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 2 36" 43 50 72 4 3- 120.0 120.0 133.3 j 170.0 120.0 120.0 133.3 170.0 120.0 95.5 133.3 J 154.5 120.0 95.5 133.3 154 5 120.0 95.5 133.3 J 154.5 24 50 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 95.5 133.3 I '54.5 :■- 72 120.0 75.4 133.3 j 1 23.5 120.0 76.4 133.3 123.5 24 3; .. 43 50 72' 1 72 120.0 120.0 133.3 170.0 120.0 120.0 1 33.3 170.0 120.0 95.5 133.3 154.5 120.0 76.4 133.3 123.5 120.0 63.7 133.3 I 103.0 24 35" 43. 60" 72 Se 120.0 120.0 133.3 1 70.0 120.0 120.0 133.3 170.0 120.0 95.5 133,3 I 154.5 120.0 76.4 133.3 123.5 - - - - 24- 35 43_ 60" 72 120.0 120.0 133 170.0 120.0 120.0 133.3 170.0 95" 120.0 95.5 133.3 154.5 - - - - - - - - 2 36 4 3 - 50" 72 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 108" 120.0 95.5 133.3 154.5 - - - - - - - - 24 35 43_ 60 72 120.0 120.0 133.3 170.0 _ 120 1 20.0 120.0 133.3 170.0 - - - - - - - I - i - J ,MALL MIISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT RECQD. FOR INSTALLATION ABOVE 30 FT. OF GRADE WINDOW DIMS. DESIGN LOAD CAPACITY - PSF 1/4" - TEMP. GLASS 3/16" ANCHORS 3/8" - TEMP. GLASS 1/4" ANCHORS .:,/3 A/3 EXT INT EXT INT 1 9 -' /8 26-1/2- 37 55 1 /5" 26" 120.0 120.0 1 33.3 1 '0.0 120,0 120.0 1 33.3 1 1 20.0 120.0 1 33.3 1 70.0 1 20.0 I 1 20.0 1 33.3 170.0 19 - 1 / 8 " 25-1/2 37 53 • 38-3/8" 1 20.0 ~ 120.0 1 33.3 170 120 0 1 20.0 1 33 3 170 (;) 120.0 120.0 1 33.3 170.0 1200 1 19 .5 133.3 170.0 19 25-1/2" 3 53 -1/8" 50 -5/8 120.0 120 0 133.3 170.0 120.0 120 0 133.3 170 0 120.0 f 1 20.0 133 170.0 120.0 90.5 133.3 1465 19 25 -1/2" 5 53-1/3' 57" 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 1 20.0 1 33.3 170.0 120 0 86.3 133.3 139.6 19-1/3" 26- 1/9- 37" 53-1/8" 120 0 120.0 133.3 170.0 53" 1 20.0 170.0 1 33.3 170.0 120.0 120.0 133.3 170.0 120.0 35.3 133,3 139,6 19-1/3" 25 -1/2" 37 53-1/3 120 0 1 20.0 133.3 170 0 74 - 1 /4.. 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 35.3 133.3 139.6 nqr : DR_ - FAR000 STRUCTiJRES FLA PE f 16557 SINGLE LITE PICTURE WINDOW CHARTS ?ABED ON FTL- 1 71 2 GF 06 -23 -97 'EST SIZE = 7 2 - X 72 EST LOADS = + 130 -130.0 PSF DESIGN L = 1 20.0. t waTER NF;LT RAT;ON TEST = - 20 20.0 PSF PSF TESTED GLAZING = 1/4" - TEMP. GLASS EASED ON FTL- 1851 OF 11 - 13 - 97 TEST SIZE = 72 x 72 TEST LOADS = +255.0. -255.0 PSF DESIGN LOADS = + 1 70.0. - 1 70.0 PSF TESTED GLAZING = 3, 3 "- TEL.+P. GLASS .0 0C2 r'r;Tn Tr'c 0 •d FJ: � C&0 E C PFCGL: 21 Di � l ! J;CiY Sj1 Dlrip^ .000E COM"pL:,=.riCE Ot '`,Cc c v 0 co N m 1 0 N 0 . 1" 0 0 sheet 4 of 4 drawing no. W97 -28 WINDOW DIMS. DESIGN LOAD CAPACITY - PSF 1/4" - LEXAN 3/18" ANCHORS 3/8" - LEXAN 1/4" ANCHORS A/3 A/13 Ex I INT 2A r ;N'7 19 - 1i3 25 -1/2 _ 37- 53-1/8" _ 26 77.3 I 92o F3: Coco 77,3 92.0 33 : 1 00.0 77,3 92.0 83 3 1 00.0 77 3 92 0 83 3 ' 1 00.0 19 -1 /3" 26 -1/2" 37- 53-1/5" 38- 3/8" 77,3 92.0 3 3 =' 100.0 77 92.0 53 3 100.0 77.3 92.0 83 3 100.0 77.3 92.0 333 j 100.0 19-1/8" 26-1/2" 37" 53-1/8" 50 - 5/8" 77.3 92.0 33.3 I 100.0 77.3 92.0 8 3 i 100.0 77.3 92.0 83 3 11 100.0 77.3 90.5 83 3 100.0 19 -1 /8 26-1/2" 37" 53-1/3" 57" 77 92.0 83 3 ; 100.0 77.3 92.0 83 3 100.0 77.3 I 92.0 83.3 100.0 77.3 J 35 3 83.3 100.0 1 -1/8" 25- 37 53-1/8" 77.3 I 92.0 33.3 100.0 77.3 92.0 33 3 100.0 77.3 92.0 33.3 100.0 77.3 86.3 33 3 j 100.0 19- 1 / 25-1/2" 37" 53-1/3" 77.3 92.0 33.3 100.0 74 - 1/4 - 77.3 92.0 33.3 100.0 77.3 92.0 33.3 100.0 - - 33.3 100.0 LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED WINDOW DIMS. A.B A/$ 24 '2 24 43 60 72 " 35 36 4 8- 50" 72" 48 24" 35" 43" 50" 72" 35" 4 8 50" 7 7 24 36" 48 50" 72" 24" 36 48" 60" 72" 95" 24 36" 48 60 72 " 24" 35" 48" 60 72" 84 108" 120" DESIGN LOAD CAPACITY - PSF 1/4" - LEXAN 3/16" ANCHORS 5X T INT 77 3 92.0 77.3 92 0 77. 92.0 77.3 i 920 77 3 92.0 77 3 92.0 92.0 77.3 92.0 77.3 92.0 7 92.0 77.3 77 92.0 92.0 77.3 92.0 77.3 92.0 72.5 92.0 77.3 92.0 77.3 92.0 77.3 92.0 77.3 75 77.3 92.0 77.3 92.0 77.3 92.0 77.3 92.0 77.3 92.0 77.3 77.3 92.0 77.3 92.0 77.3 92.0 92.0 3/8" - LEX.A 1/4" ANCHORS OXT INT 33 3 100 33.3 83,3 53 3 833 833 1 00.0 1 00 0 100 0 1C0 1 00. 0 83 3 100.0 83.3 100.0 53.3 100.0 33.3 100.0 3.3 1 83.3 I 100.0 83.3 1 00.0 83.3 100.0 83.3 100.0 33.3 53.3 10 100,0 85.3 100.0 83.3 100.0 53.3 100.0 833 1 30.0 53 3 100.0 83.3 1 00.0 33.3 '00,0 83.3 83.3 83.3 100,0 1000 1 00.0 83.3 100.0 83.3 100.0 83.3 100.0 83.3 100.0 83.3 100.0 83.3 83.3 100.0 100. LARGE MISSILE IMPACT RESISTANT wfNDOwS SHUTTERS NOT REQUIRED SINGLE LITE PICTURE 'INDOWY CHARTS BASED CN 'TL- 180 0c 08-25-9 - TEST SIZE = 50 x G_r TEST LC.ADS = .''50 -1350 PS. DESIGN LOADS = + 7 7 _ -92.0 PST TESTED CLAZING = -_ExAN BASED ON RL - 1792 0: OS -C8 TEST SIZE _ 9 4 " X g.. -_/5.. TEST LGa0S = + 1 35C. - 1 50.0 PST DESIGN LOADS = -8 - 133 G 7-5T WAi_R INCILTRATON Z5 = 5 737 7E37E3 GLAZING = 3/8 -EX,.N Er+gr: DR. HUmAYOUN rAR000 STRUCTURES FLA. PE Ri 16557 AF =„OVE, AS CC?PLYIIN3 MTH r � '� TIiC BDiLD;NG 000£ �Qe'\t X1 9 PROCU _ COJIT,4'3: 3IV1S'C,N SUili) ;,,- CODE COMPLIANCE 03710E ACCEPTANCE NO. '7 - - I �Z -03 0 v v 0 "0 0 V 0 0 z z � o 3 is O 0 0 v • • v ) dro'.v ng no. V1197 -28 sheet 3 of 4 } A' L,1i2SPAN _2C - =N: S CES N �'- 5 AN N rV ouChS NOT SY SE _ vV •,NpONS SUSTAIN LOADS !UPOSEO 3 OLAE SYSTE AND TRA.NSFEP THE1.1 TO E BUILD'NG STRUCTURE 1 10 X 3 SE'S OR 3/15 TAPCON AT 1 -1/2' 0.0. AT ulDSPAN 2 REDD. AT LONGER SIDES ON WINDOWS GLAZED WITH 3/8 LEXAN ONLY TYPICAL A NT, HOR2 TYPICAL ANCHORS; 3/15 TAPCONS INTO WOAD, 1 -3/3" MIN. EMBED 1 /4" TAPCONS INTO W000, 1 - 3/4" IrQIN. EMBED 3/16 CR 1/4' TAPCONS THPU 1BY BUCKS. 1 -1/4 MIN. MASONP EMBED. SEALANTS; FRAME CORNERS SEA-ED 'WITH SCHNEE MORE HEAD # 550 SEALAN" FRAME SILL INSTAL2^TICN SCREW HEADS SEALED WITH OE-SC 5100 :I000NE. DADE COUNTY APPROVED 44ULUON 6c '/ULLUON ANCHORS _ N 10 S.14 .S. 1 2' 0.C. 4 /2 SUTYL GLA_:NC ta.r C P LAWRENCE 9 :T 1REL4CC y 7 1 BY OP 2 BY WOOD SUCK 1 /8 - X 4" LONG - ViNYI SET TNG BLOCKS Al 15 CIROm EACH END 1/4 TE IJ% CLASS 1/4- LEXAN VINYL CASK E �C x _ "3 ;RE -S 3 EI,%P .'LASS S . LL /AN V`Nr. CASkET 1 .. X 4' LONG `- VINYL .SEA iiNG 3LOCKS • -ROB! EACH ENO EXTERIOR E DR. HLmAYOUN FAR000 STRUCTURES FI.A. PE 1 16 LAr.cEC CL = NC TYPICAL CORNER CONSTRUCTION TYPICAL ANCHORS ^.CYt,, '$ CO■c ?LY;'.'v `AOTH ??;" SL,:l^fL.�.'?ID,t F�)i:'✓:rr.3 000E 1 — c " T;R0 C;V S.a0 ��i LLD G CGCE C0M?aA 0E OFT ACCI:PTANCE a 3 c n 0 O T D V D • O L " . drawing no. W97-28 sheet 2 of 4 .o-- 1.656 ---- 050 TYP 213 �i FRAME COVER 5063-75 .175 987 - 51 92, 1 1 l S 56 I 1 --- 1 750 2750 STEP 2 STEP 3 STEP 4 - 75C $ l L� 7 050 TYP FRAM 250 - 875 :Q-- GLAZING STOP 5063 INSTRUCTIONS: STEP 1 .875 FOR A GIVEN WINDOW SIZE, LOCATION AND BUILDING HEIGHT CALCULATE POSITr'E AND NEGATIVE DESIGN LOAD AS PER ASCE 7 -88. SELECT GLAZING AND ANCHOR TYPE. FROM :HART SELECTED ABOVE, FOR THE NEXT NEAREST WIDTH AND HEIGHT DRAW A HORIZONTAL 'LINE AND READ ALLOWABLE POSITr AND NEGATIVE LOAD CAPACITY FOR THE SELECTED CLASS /ANCHOR TYPE. CHECK 10 MAKE SURE THAT ALLOWABLE DESIGN CAPACITY IS EOUAL DR MORE THAN REQUIRED DESIGN LOADS DETERMINED IN STEP t. NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY, ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2 WOOD BUCKS BY OTHERS, DUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DDT JLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CG B D;M �i I 1 /4' CLASS OR 1/4" LEXAN ! 1 Fc 9- • 12 - 9 MAX. . DR B DIM 5" GLAZING; 1/4" LEXAN 3/8" LEXAN I! Ili III II; ANCHORS; FIRcT ANCHOR Al 6 FR,Do CCRNEPS '.EXT ANCHOR AT 9 - , ALL SIDES AL, OTHER INTERMED;A1E ANCHORS AT 12 0.0, UAY. SPACING 1/4-* TEMPERED GLASS 3/8" TEMPERED GLASS TYPICAL ELEVATIONS SECURITY ALUMINUM WLNDOWS SERIES 5758 ALUMINUM FIXED WINDOW THIS N.OA. QUALIFIES WINDOWS nqr' DR. HUTAYOUN FAR000 STPUCTL'RES FLA. PE N 16557 NOV 1319 5 r LARGE MISSILE IMPACT RESISTANT 33 / 8 CLLES YAN OR 11II l a 1 2" I SMALL MISSILE IMPACT RESISTANT a DR 3 FOR THE FOLLOWING CONDITIONS. 6" ANCHORS; FIRST ANCHOR A. 5" FROM CORNERS CLUSTER OF 4 AT 4 - C.C. AT MIDSRAN ALL OTHEP INTERMEDIATE ANCHORS Ai 12 C.C. MAX. SPACING ALL SIDES C.MPLY;!r3 ,'IH THE SU:LD: o D. 3J;'_Di';6 C TD C0MJ -L :3 OE O F CE 0DERTa.ND_ NO a c r � 0 O z :ti z O 0 0 0 tC O 0 a, 0 0 co drowing no. W97-28 (sheet 1 of • 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors CONTRACTOR LICENSING SECTION 5100 N.W. 72 Avenue (305) 375-2527 FAX (305) 375-2558 Miami, FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372 -6339 Series 5758 Aluminum Fixed Window - Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W97 -28, Sheets 1 thru 4 of 4. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from ajobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 1222.03 Raul Rod iguez Product Control Supervisor THIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Expires: l2 /15/01 Internet mail address: postmasters @ybuildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /15/98 -1- MMIAMMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 - MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Director Building Code Compliance Dept. Metropolitan Dade County Nomepage: http : / /www,buildingcodeonline.con Security Aluminum Window & Door ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 97- 1222.03 DEC 1 5 1998 DEC 1 5 2001 1. SCOPE 1.1 This approves an aluminum fixed 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 5758 Aluminum Fixed Window — Large Missile, Small Missile Impact Resistant & Non- Impact Resistant, and its components shall be constructed in strict compliance with the following documents: Drawing No W97 -28, titled " Series -5758 Aluminum Fixed Window," Sheets 1 through 4 of 4, dated 09/22/97, with revision B dated 11/12/98, signed and sealed by Humayoun Farooq, 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 single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 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 required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ma el Perez, P.E. Prodsontrol Examiner Pro•.- •ntrol Division Security Aluminum Window & Door ACCEPTANCE No.: 97- 1222.03 APPROVED DEC 1 5 1998 EXPIRES C 1 5 2001 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 consists of pages 1, 2 and this last page 3. Man el Perez, P. E., Product ►�.•n rol Examiner Pro ' ' • ntrol Division END OF THIS ACCEPTANCE 1.000 L 2.281 FRAME HEAD .062 TYP. 2.371 3.344 -' .062 TYP. 3.467 1.468 —1.187 w MEETING RAIL 2.220 ict_T 612 l 1.875 I r 1 -1 BOTTOM VENT TOP RAIL L -1.187 - 1.999 2.622 .062 TYP. TOP VENT TOP RAIL BOTTOM VENT BOTTOM RAIL 1.750 2.281 1.063 .062 TYP. 1.188 r.rl• rinC DAII .891 1.281 1.250 .062 TYP. --- 1.7 50 FRAME JAMB 3.358 FRAME SILL 3.327 VENT TOP CORNER VENT BOTTOM CORNER FRAME TOP CORNER SEALANTS: FRAME CORNERS SEALED WITH VULKEM SEALANT. Engr. DR. HUMAYOUN FAROOO STRUCTURES F1A PE 1 16557 FRAME BOTTOM CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BLP.LDING CODE CAI • dY_ PROOL T . IRO! DIV.S DN BUILDING CODE COMPLIANCE OfFICE ACCEPTANCE NO. ol z _ 3 0 z w J CO O O to ti) r Un (n W EE w (n) 0 z z J F-- U w (n c drawing no. W96 -36 sheet 4 of 4 ITEM / PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 050 -FF -488 1 FRAME HEAD 6063 -T6 TIFTON DR EQUIV. 2 050 -F F -487 1 FRAME SILL 6063 -T6 TIFTDN OR EQUIV. 3 050 -FF -486 2 FRAME JAMB 6063 -T6 TIFTON OR EQUIV. 4 051 -FF -485 1 TOP VENT TOP RAIL 6063 -T6 TIFTON OR EQUIV. 6 051 -FF -490 1 TOP VENT BOTTOM RAIL 6063 -T6 TIFTON CR EQUIV. 7 051-FF -494 1 BOTTOM VENT TOP RAIL 6063 -T6 TIFTON OR EQUIV. 8 051 -FF -485 1 BOTTOM VENT BOTTOM RAIL 6063 -T6 TIFTON OR EQUIV. 9 050 -FF -495 2 VENT SIDE 6063 -T6 TIFTON OR EQUIV. 10 050 -FF -495 2 BALANCE CLIP 11 2 BALANCE - 5/8' BLOCK 6 TACKLE 12 2 BALANCE SHIM - 1 X 1 -7/16 X 1/4' 13 007 -00 -016 2 SWEEP LOCK ZAMAK AT 6 3/4' FROM ENDS OF RAIL 14 007 -14 -083 2 KEEPER AT LOCK LOCATIONS 15 012 -00 -130 AS REQD. FRAME ASSEMBLY SCREW - It 10 X 1 -1/4' PH SMS 16 012 -00 -130 AS REQD. VENT ASSEMBLY SCREW - It 10 X 1 PH 17 046-FF -096 AS REQD. 1/4' X 3/4' GLAZING CHANNEL SOFT PVC - 18 1/ VENT 1/4' GLAZING SEE SHEET 1 LEXAN CR TEMP. GLASS 19 4036 AS REQD. WOOL PILE FIN SEAL W'STRIPPING 20 4015 AS REQD. WOOL PILE WEATHERSTRIPPING - VENT STILES 22 014 -FF -040 2 GUIDE PLASTIC 23 046 -10 -026 AS REQD. BULB VINYL SOFT PVC - 24 046-10-027 AS REQD. BULB VINYL SOFT PVC - 1 BY OR 2 BY _ W000 BUCK CD 3/4 MIN. TIP. EXTERIOR WOOD BUCKS NOT BY SECURITY WINDOWS — MUST SUSTAIN IMPOSED LOADS 4 3/16' X 2 -3/4' TAPCONS OR 1/4' X 2- 3 /4'TAPCDNS {SEE COMPARATIVE ANALYSIS CHARTS FOR SPACING OPTIONAL SECOND ROW SEE CHART ON SHEET 1 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 APP; DVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D:A1 _' BY PRODU CONTROL DiV:S.03 BUILDING CODE COMPLIANCE OFFI ACCEPTANCE NO. - -- C 0 0 z w CO 0 0 tr ) () w rz w In ca 0 s CO cD J Li 0 0, CO rn u) 0 J el F- J ) drawing no. W96 -36 sheet 3 of 4 a 0 J 1 BY OR 2 BY WOOD BUCK 4 • 4d • ( 17 a 3/16' OR 1/4' TAPCONS 2 -3/4' LONG SEE ELEV. FOR SPACING 113 3/16' OR 1/4' TAPCONS 2 -3/4' LONG SEE ELEV. FOR SPACING L7 a 0 J 0 FOAM PADS 1- 1/4X1 - 1/4"X1/4" AT CORNERS 3/16' OR 1/4' TAPCONS 2 -3/4' LONG SEE ELEV, FOR SPACING WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TAPCQN AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. ` 1 BY OR 2 BY WOOD BUCK Engc OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 v /1998 APPROVED AS COMPLYING WITH THE SOUTH FLOR {DA BUILDING CODE DAIc — Y'rti\ , A' 19.50 ._.. - A.4 10,/ BY PRDDU T I NTRO, DIV E BLI!LDitIG CODE CCtiiPt:. ;•CE OFFICE ACCEPTANCE NC.. C ) 0 0 z O O z D Z = 3 ci CD O Z_ > o 2 <(o (V < N r0 0 Z _' o L1 Q ) N 0 4) c 0 0 . 0 -3 4) a v 0 ) 0 O a x sheet 2 of 4 drawing no. W96 -36 6' MAX. TYP. AT HEAD /SILL CORNERS LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED WINDOWS GLAZED WITH 1/4" GE POLYCARBONATE LEXAN DESIGN PRESSURE RATING = + 90.0 PSF 53 - 1/8' WIDTH MAX. 74 -1/4' HEIGHT MAX. FALSE HUNT INS (SURFACE APPLIED) MAY BE USED 18" MAX. HEAD /SILL II it H I II H II II /' II /� II / II I I II II I I 48' D.L. OPG 50 1/2' SASH WIDTH 53 3/8' WINDOW WIDTH TI' PICAI FI.NATION TESTED UNIT ANCHORS SEE it ON HEIGHT COLUMN WINDOW DIMS. WIDTH 19 -1/8' 26 -1/2' 37' 53 -1/8' SMALL MISSILE IMPAC SHUTTERS FOR INSTALLATIONS 0 DESIGN LOAD CAPACITY - HEIGHT 26' (3) 3/16" T EXT. ( +) 90.0 90.0 90.0 90.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 50 -5/8' (4) 63' (4) 19 -1/8' 26 -1/2' 74 -1/4' 37' (5) 53 -1/8' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89,9 T RESISTANT WINDOWS NOT REQUIRED ER 30 FT. ABOVE GRADE PSF (1/4" APCONS 1NT, (-) 120.0 90.0 120.0 90.0 120.0 90.0 116.9 90.0 120.0 90.0 120.0 90.0 89.1 90.0 62.1 120.0 127.0 90.0 91.3 90.0 63.6 120.0 56.5 69.1 48.2 120.0 105.4 75.5 52.6 TEMP. GLASS) 1/4" TAPCONS EXT. ( +) I 1NT. ( -) 1 I 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89.9 PA 201 -94 PA 202 -94 PA 203 -94 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 96.3 120.0 120.0 120.0 105.2 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE 16557 DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR ALL INSTALLATIONS USING THIS CHART WINDOW DIMS. WIDTH 19-1/8' 26 - 1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' DESIGN LOAD CAPACITY - PSF (I /4" TEMP. GLASS) HEIGHT 26' (3) 38 - 3/8' (3) 50 -5/8' (4) 63' (4) 74 - 1/4' (5) NON- IMPACT COMPARATIVE ANALYSIS 3/16" TAPCONS 1/4" TAPCONS EXT. ( +) 1 1NT. ( -) 90.0 ! 300.0 90.0 1 234.4 90.0 90 0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 167.9 116.9 172.4 124.4 89.1 62.1 176.6 127.5 91.3 63.6 133.8 96.5 69.1 43 2 146.1 105.4 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB DOUBLE ROW OF 3/16" TAPCONS CAN BE USED IN LIEU OF SINGLE ROW OF 1/4" TAPCONS. EXT. ( *) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 75.5 90.0 89.9 52.6 89.9 NOTES; 1, THIS CODE DESIGNED AS PER DADE COUNTY. ALSO FOR WIND BUILDING W ND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ON DETAILS. 3. ANCHORS SHALL ANCHOR EMBEDM E T TO LISTED, BASE MAIE.RIAL SHALL BE WALL DRESSING OR STUCCO. PA 202 -94 1NT. ( -) 300.0 300.0 300.0 233 9 300.0 248.9 178.3 124.1 300.0 254.9 182.6 127.2 267.5 193.1 138.3 96.3 292.2 210.9 151.0 105.2 A ? ? ^0\' 0 P.S COMPLYING tit T'rl Tnc c0Uh FLORIDA BU.ttV.NG CGC'E i9 T S�NUti� CAS BY _ PRODU T COQ R0: DorS ON BUILDING CODE COIN DANCE. Ofika ACC. ?lANDE NO. z c� Iz o O • 00 0 ;a O cn d U $ w a < I 0 d cot N N n 0 0 0 Z_ 0 Z w J 00 0 0 u) N < n w w II I 0 N 0 1' C O Q U N 0 0 ), 0 Lcc U 0 O • 0 0o (0 z a 0 0 ( ) drawing no. W96 -36 sheet 1 of 4 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Security Windows & Doors ACCEPTANCE No.: 98- 1211.0 -1 APPROVED JAN 1 It 1 9 EXPIRES : December 21, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Any and all approved products shall be pennanently labeled with the manufacturer's name, city, state and the following statement: "Miami -Dade County Product Control Approval ", 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 ofa 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 purposes. 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. 'Fhe 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 and this last page 3. END OF TIHIS ACCEPTANCE 3 of 3 Manuel 'erez, .E., Product C ol Examiner Product ontrol Division Security Windows & Doors 2 of 3 ACCEPTANCE No. : 98- 1214.04 APPROVED JAN 1 4 1999 EXPIRES : December 21, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0429.05, which was issued on June 11, 1998. It approves an aluminum double hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 5755 Aluminum Double Ilung Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W96 -36, titled "Series 5755 Double Hung Window ", prepared by A1- Farooq Corporation, dated September 9, 1996, revised November 28, 1998, sheets 1 through 4 of 4, 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 single unit applications only, as shown in the approved drawings. 4. INSTALLATION 4.1 The aluminum double hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protectio s nr n ot see corr t in approved drawing. 5. LABELING 5.1 Each panel 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 required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu I Perez, P.E., Produc atrol Examiner Prod pct Control Division MIAMI -DADE PRODUCT CONTROL NO'T'ICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. hlialni FL 33166 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE 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 SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2903 FAX (305) 372 -6339 Series 5755 Aluminum Double Ilung Window - 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. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing wi11 be incurred by the manufacturer. Acceptance No.:98- 1214.04 Expires:12 /21/2001 Raul Rodriguez Chief Product Control Division TIIIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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 Dade County, Florida under the conditions set forth above. Approved:01 /14/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE -rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mail address: °ActrnasterO■ hnildinrcndeonline corn i Hnmenaoe• hrtn•I/..W ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSr MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5•-6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11 -0" (SEE NOTE 1) SPANS UP TO 5•-6" (SEE NOTE 1) SPANS UP TO 8•-7" (SEE NOTE 1) SPANS UP TO 11 -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 ONNECTIONCONNECTIONCONNECTIONCONNE TYPE 1 2 3 TYPE 1 2 3 TYPE 1 2 3 1 CTION TYPE 2 3 CONNECTION TYPE 1 2 3 3 ii111 111111111111111111111111> 1/4 "0ITW TAPCON W/ 1 - 1/2" MIN. EMBEDMENT 48 125 125 125 12 9 6 125 5 6 25 125 125 125 125 11 125 125 7 11 62 12512 3 10 12 5 62512 3 3 5 12 1 2 3 7 10 125 4 8 72 125 10 9 125 4 5 12 3 4 125 125 125 125 5 9 125 p i 7 5 4 92 125 6 25 7 11 3 L. 3 9 8 i 3 3 125 10 7 11 4 125 10 3 7 4 12 10 230 8 PENETRATION SHEAR PARALLEL OR PERP. ismOzzonnuso 1/4 "0 EILCO MALE / FEMALE - PANELMATE - w/ 1 -1/4 Mt N. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 125 125 11 3 7 12 5 12.5 12.5 12 12 i 8 125 230 625 6 2 12 5 125 1 0 7 11 12 10 3 "A 5 4 9 8 r_ /' j 4 3 12.5 125 10 1 10 8 12 10 3 © 6 25 5 9 8 5 4 72 92 -.5+�4 - 5 - 4 6 6 4 101 °dr 12 3 10 6 25 5 ' 125 i r 8 ,125 8 5 12.5 4 T 12.5 6.25 12 8 12 12 4 12 6 25 5 'r 12 :/ a 3 12.5 -12 230 MIN. 3.000 P * ( , !! � 4 48 125 12 125 62 1 2 5 1 2 5 1 2 5 7 3 1 2 5 5 625 12 125 125 125 9 125 125 • 10 1/4 POWERS W/ 7 /8 L 1/4 -20 STEEL MACHINE CALK -1N EMBEDMENT STAINLESS SCREW 72 1 2 5 1 2 5 12.5 6 7 1 2 5 4 5 12 12 5 12 5 12 7 11 12 9 92 125 8 125 5 125 4 125 10 12 12 5 8 12.5 7 230 11 / 11 3 11 3 125 3 6 125 3 6 12 6 48 625625• 625• 625625 625625625625625625625625 625 a 62 625625• 6 25 6 25 5 6 25 4 • V 625 625 Pr � 4'/ 625625 5 4 6 250 6 2S' 5'r f / 5 4 3 625625625625 6 25 6 25 6 6 25 4 4 6 25 6.25 3 6 25 625 6 4 3 r 4 6 25 625 5 3 625 6 25rd 6 25i 6 d / reA 6 5 4 3 1/4 POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN EMBEDMENT 72 92 230 Y p CO !'• IL W 0: p 0 o � o = .<111111Nl11111111111111> 48 125 11625 10 125 4 9 73 3 r �r 4 3 ! 7 5r4e'125 5 4 / 3 A re" 0// 3 125 12 8 5 10 8 7 11 9 5 7 6 '4 / // 625 4 9 7 6 ■ /4 5 4 3 62 1 /4 TAPCON W/ 1 - /4 - Mw EMBEDMENT 72 92 7 3 � � V 9 4 3 5 3 4' 230 / r 4 r/ . 4 / V IM c * otaismar. 1/4 ELCO MALE/ FEMALE "PANELMATE" W/ WITH 1/ -20 MACHENE SCREW OR WINGNUT 48 1 75 125 11 125 6 7 12 3 5 125 125 125 125 625 8 125 4 625 6 2 125 12 5 12 S 5 125 10 1 4 125 8 7 6 r e 9 12 10 8 • 5 125 3 !_ r 5 5 4 3 I 6 9 8 6 25 5 10 -- !l / i E 3 4 3 ' / 4 125 12 5 12 5 5 12.5 10 7 4 A 125 10 8 6 25 V 12.512.'625 12 10 8 3 © r� / / 'I 625 5 4 9 9 8 � 6 25 5 125 r / i �/ 4 5 4 3 7 72 92 230 48 * 62 125 9 7 1� 3 4 8 3 12 1 11 12 ' 4 7 10 5 1 - 0 POWERS CALK -IN w/ 7/8 EMBEDMENT L 1/6 -20 STAINLESS STEEL MACHINE SCREW 72 12 5 11 6 3 6 25 5 5 7 /0 4 % / 4 3 / 7 % r 3 � , I // i' / 12 125 4 9 7 11 7lml- 3 T4 6 4 3 8 7 5 r r rd 3 3 92 230 4 / / V 5 3 48 625 625625625625% 625 25625625 5 625625 4 4 625625; 5 4 625r 6 5 4 i/ 3 625625625625 625625• 625 5 5 // 625625 6 5 6251 6250 5 4 3 6 4 4 62 ----; 1/4 POWERS ZAMAC NAIL -IN W/ t -1/8" MIN. EMBEDMENT 62 72 625 3 5 5 1. r 3 '/ 4 4 %' ,625 f j 4 3 ' 4 Fa 4 " '(4 3 r / / 2 30 4 1 FASTENER ANCHOR SCHEDULE DESIGN LOADS ANO SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN) SYSTEMS 1 8. 2 MIN. 3/4' EDGE DISTANCE MIDSPAN TUBE LOAD NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 (W) SPANS UP TOSPANS UP TO SPANS UP TO 2 -1/4 2 -3/8 PSF 5'-6" (SEE NOTE 1) 8 -7 (SEE NOTE 1) 11' - 0 . ' (SEE NOTE 1) Sl IC ANCHOR TYPE MAX. 11 - 0 3 3 CONNECTION CONNECTION CONNECTION 5- 7 2 -1/4 (SEE 3 -1/2 1 - 1/4 NOTE TYPE TYPE TYPE 1 -7/8 8 8 1) 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5 7 2 -1/4 1 2 3 1 2 3 1 2 3 000M ■ 4 8 11 11 11 11 11 7 11 8 5 a-hz=› 6 2 11 11 8 11 7 5 11 5 4 1/4 "0 W000 LAG W/ 72 11 11 7 11 6 4 11 3 1-3/4 THREAD PENETRATION SHEAR PARALLEL OR PERP. 92 11 8 6 11 3 11 TO W000 GRAIN p 230 11 �, 11 / ' , * 48 625625625625 6 6.25 4 A 62 6256256.256.25j 4 6.25 A 3 S/16"41 D D. BRASS 72 6 25 5 625 625 4 6 r a 3 W000 BUSHING W/ 1/4 -20 SIDEWALK BOLT 92 625 3 4 6 Op 3 4 13/4 - 0 HEAD) W/ � i' 230 1" MW. EMBEDMENT 4 �/� 7.4 , 4 or,,,, I_< JW N MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (w) (P S F ) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN) SYSTEMS 1 8. 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/ A 2 - 7/8 50.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 - 1/4 8 - 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5 7 2 -1/4 2 -3/8 3 -1/2 1 - 1/4 8 5 2 -1/4 . 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 70.0 5- 7 2 - 1/4 2 -3/8 3 -1/2 1 -1/4 8 - 5 2 -1/4 2 -3/8 3 -1/2 2 -1/8 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE.BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLY PIECES. WOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT , • BY W PRODUCT COL DIVISION BUILDING CODE COMPLIANCE OfFICS AC(,LPiANCE N0, CFO qt D/ ;at/ 0 0 .J W NZ Q J � <0 QJ (�W N N 4) de • (1(el• t •s NOTED Ces.gn by 1 V■K ) 0 2 0 V.J. KNEZEVICH PRO(FS SIGNAL E E FL L■cen No PE 0. 0 83 r Cr•..,nig no 1999 7/19/99 brevo Dy V IX 99 -097_ sheer 4 of 4 STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR NEGATIVE DESIGN LOAD I (P.S.F.) MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (0 6 -t /4" O.C. OR DIRECT MOUNTS WITH ANCHORS (D 6 -1/4" O.C. STUDDED ANGLES WITH STUDS p 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (l0 6 -1/4" O.C. STUDDED ANGLES WITH STUDS (a@ 12 -1/2" O.C. OR DIRECT MOUNTS WITH 'ANCHORS (D 12 -1/2" O.C. MAX. PANEL LENGTH (FT. - IN) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 -0 - 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10 -1 10 -1 8 -8 70.0 9 -8 9 -9 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 - 7 150.0 4 -7 7 -1 4 -3 160.0 4 -3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 5 -2 2 -9 1/2" ALT LEG LEG DIRECTION ITYP) GLASS OR 000R SEE MIN. SEPARATION GLASS SCHEDULE )TABLE 2) 07 (ONT. 4 E EXISTING CONCRETE HOLLOW BLOCK OR W090 FRAMING O ALT. BUILD -OUT G MOUNT SECTION SEE MIN EPARATION FROM GLASS SCHEDULE (TABLE 2) EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAr1NG nt /n4 /no 12:54 SCALE : 3" • 1' -0" ALUM OR GALV STEEL SPACERS AS RED '0 FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION •TYPE 1 • 0 WIRE LATH HAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF ' TRACK EXiStING w000. CONC OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' Sa CONT. SCALE 3" • 1' -0" 1/4 -20 MACHINE BOLT 1 NUT To 12" O C. (TYP. TOP 1 BOTTOM) EQUAL 1/4" MAX. EXISTING CONCRETE HOLLOW BLOCK OR w00D FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1/4 - 20 MACHINE BOLT L wiNGNUT09 LID 6 -1/4 0 C. OR 12 -1/2" 0 C USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE ).4000 FRAMING CONNECTION •TYPE 1 • SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT L WINGNUT 90 )TABLE 2) . • 6.1/4 0 C. OR 12.1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING )SEE TABLE 1) TYP, TOP L BOTTOM ALUM OR GALV. S EEL SPACERS AS REO'O 0 FASTENER, SEE ANCHOR SCHEME. REFERENCE CONNECTION TYPE 1' J O ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL • Mr • A X 0 SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 1/4-20 MACHINE BOLT L WINGNUT IA 6.1/4' 0.C. OR 12 - 112' 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING ISEE TABLE 11 "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE 3" • 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECT ON' TYPE 1' 1/4.20 MACHINE BOLT L WINGNUT09 0 6 -1/4' O. OR 72 -1/2' 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 O 2 N s/e" STUCCO FINISH (LEG MAY W BE REVERSE01 Z K WIRE LATH MAY 0. BE USED AS TYPICAL x REINFORCEMENT OVER 4 LEG OF - F - TRACK F 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" • 1' - ANGLE MAY VARY 1 O ALT. CORNER DETAIL SCALE 3" • r -0 0 T A B L E 1 1/6-20 S S BONS L WINGNUTS09 MIOPOINT OF PANEL SPAN OR0 Sr 0 C. MAX (TYP( 2 ■ 2' ■ 125 CONT 1105 -H14 OR 6063 -T6 ALUHINUM ALLOY OR Il GAGE GALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" x 1' -0" OPTIONAL MANOLE LOCATION 3/13"0 HOLE FOR FASTENING PANEL 11" x 3" x 1/4 x 7' - 1-1/2 - ALUMNUM ANGLE 0 1-1/2T x 1-1/V AL. STUD ANGLE 1/ 4 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE TH15 1/4 - 20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUTS FROM THE INSIOE MAY BE 7 OR 2 PANELS WIDE) Er x 3" x 1/4" x r - 1-1/2 - ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4"0 POWERS CALK -IN W/ 7/8' Hitt EMBED. 3 /4" IN CONC Ca 3" 0 C. 1/4 "0 POWERS S OE DROP -IN W/ EMBED. IN CONCRETE (m 3"0C INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0'. STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE . 1 -1/2" • 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ! /21,1' 2/, � 'O0 BY PRODUCT COt' DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO U z _ 1- WI- U Q U s 0 • Cn Cn ¢ W 2 otsd Z w -2 -2 W 1A W z Z loi �J WW NZ o. J � 0 0 •N O I✓ NN N c 0 N Li 2 Vl W 0 0 Ul N 2 0 W 2 0 a 0 t • • • e • • 1 u 0 3 a A • i • s 0 - 0 dot'pn by VPt (drawn OT MC Cnochad o y1 V 1K or awanq no 99 -097 GLASS OR DOOR SEE MIN _ SEPARA T10 � � �� FROM GLASS i SCHEDULE (TABLE 21 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 1'/2" FASTENER, SEE ANCHOR SCHEOULE,REFERENCE CONNECTION •TYPE 1• - EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING ANGLE TO WALL DETAIL SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 WALL MOUNT SECTION SCALE 3" • 1' -0" �. I n r I 1 � u I W _J 2 I < a x • o� 1�1 E ,,,......, it. CENTER OF STUOS w/ 1-3/4 PENETRATioN LAG SCAEw La 24- o C MAX O 01/04/00 12:55 1"• L'• 12S OR 2 • L" • 1 2S" AL 1U0E OR 2" • 0' P T W000 w/ 1 /l "• LAG SCREWS TO 12" 0 C W/ 1 -V2" EMBEDMENT FOR CONNECTION WITH STU0 ANGLE THIS DETAIL MAY BE uSEO AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO t 72 PSF. WALL MOUNT SECTION (BOTTOM) w000 STUDS 24" 0 C MAX SCALE 3" • 1' -0" PANEL TO ANGLE DETAIL 1 /L -20 MACHINE BOLT L WINGNUT pQ (eb 6 -1 /1." 0 C. OR 12 -1/2" 0 C uSE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 1 /L -20 MACHINE BOLT S. WINGNUT 9O (A 6 -1 /L" 0 C OR 12 -1/2" 0 C USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) GLASS OR DOOR EXISTING w000. CONC OR HOLLOW BLOCK STRUCTURE — (TYP SEE MIN. L SEPARATION FROM GLASS SCHEDULE (TABLE 21 ©CONT or t © CEILING /INSIDE MOUNT SECTION SCALE 3" • t' -0" GLASS OR 000R SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 1 TYPE3' - EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING SCALE 3" • 1' - 0" 1 /L -20 MACHINE BOLT L WINGNUT O t 6 -1 /L" 0 C. OR 12 -1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 FASTENER. SEE ANCHOR SCHEDuLE,REFERENCE CONNECTION •TYPE3• ---- EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING REMOVABLE FASTENER QD 6 -1 /L" O.C. MAX. FOR SYSTEMS 1 OR 2 ANO eh 12.1/2" 0 C. MAX FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION TYPE 1 . USE 1/4-20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOL WASHER E WALL MOUNT SECTION (DIRECT MOUNT) 1/4" MAX I/ 4 ELCO MALE WITH WASHERED WINGNUT lA 6.1 /L' 0 C MAX. FOR SYSTEMS 1 OR 2 ANO 12 -1/2" 0C MAX FOR SYSTEM 3, Our DO NOT Ex(EE0 SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE 1 • EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING — FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1• I SEE MIN. SEPARATION FROM GLASS SCHEDULE _:4 (TABLE 2) Lt W F O O 10 Ln Zir GLASS OR DOOR f f EMBED FAI ITYP ) L I' 11: 44 Er FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE1' TYP OPTIONAL LEG DIRECTION (ROM GLASS SCHEDULE' (TABLE 21 0 1/L -20 MACHINE BOLT L WINGNUT Qs 12" 0 C. TYP TOP 1 BOTTOM Q 0P C) Z1/2 1 /L" FOR COMPONENT 4 AN0 3 F R OMPONENT 1 /L -20 MACHINE BOLT L WINGNUT 9O (a 6 -1 /4" 0 C. OR 12 -1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 NOTE :USE OF THIS DETAIL IS LIMITED TO t72 PSF © BUILD -OUT MOUNT SECTION SCALE : 3" • 1' - THREE 1/6 "m WOOD SCREWS W/ 2" MIN EMBEDMENT OR THREE w000 BUSHINGS W/ 1" MIN EMBEDMENT ITYP AT EACH JOIST, TRUSS OR RAFTER (a 24" 0 C. MAX ) 2 • W000 JOIST. TRUSS OR RAFTER rc I2 SMS BETWEEN TRUSSES (a 1Q- OC MAX (----1/‘" MAX. DAT BY _ PRODUCT CON 1/L" MAX APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE L DIVISION BUILDING CODE COMPLIANCE G O , FFFIC ACCEPTANCE NO 99`" a4 v im/ NOTE : USE OF THIS DETAIL IS LIMITED TO 172 PSF. ® SOFFIT MOUNT DETAIL SCALE 3" • 1' -0" U z — .H co i- W H. 1— U a ' — o U o• In IA � x <;;, 2 lw U( —2 Ng W2 Z o u 0-J UU NZ Z a, > Jot ��<rt 0 VN U 0 al N� In N 2 OZ Q uo 0 i e Z 098 9Q- ow N C 0 e • 0 • 0 ENINNIffsimaswasib ' •c•le AS NOTE0 Ees ■pn bT V ,K dr•rn by MC cnecLeO by Y,K ar•r,np n0. 99 -097 sheet 2 Of 1. 3 32S- 1 0 l/4 MAX 01 /04/00 13 :00 18e "F" TRACK SCALE HALF SIZE 46 BS' 2 S ee- WINGNUT SCALE HALF SIZE SECTION 6 -1 /4 (TYP) E XIS TING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 5 00" 1 5.0 PROOUCT MARKING LOCATION 469 WIOTH UNLIMITED IPERP TO PANEL SPAN) 150" 12 50" COVERAGE 1 4 SO" STORM PANEL O SCALE 3" • r -0" F4 1 EXISTING CONCRETE,HOLLO W BLOCK OR w 00 0 FRAMING c -� © © PLAN VIEW 1O USE r • 1 • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 1 TYPIC L O5 1. ELEvA11ONS 16 ITYP ) 5 00" 3 S00" TOP MOUNT BOTTOM MOUNT OO OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MouNr OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP MOUNTS SHALL BE - h" OR "u•' HEADERS BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS C 6- 1 /1'.- O C OR DIRECT MOUNTS WITH ANCHORS L 6 -1/4- 0 C PRODUCT NARKING (OPTIONAL LOCATION) 16 GAGE GALV STEEL GRADE 50 1 1 0 0' 1 110 OPTIONAL LEG DIRECTION 60 STANDARD CHANNEL SCALE HALF SIZE r • r TUBE, MAY BE USED WHERE REOuCED I. W SEPARATION FROM GLASS K IS REGUtREO SEE SEPARATION FROM GLASS E x SCHEDULE, SHEET 4, ANO a Q PLAN VIEW L NOTE 8 2z SHEET N Q OVERLAP FASTENERS W O (SEE PLAN VIEW 1. W NOTE 8) 1 2 Z OVERLAP FASTENERS / TYP ISEE NOTE • 81 9 6 GAGE GALV STEEL NGLE CLOSURE PIECE 1 • 2" MIN TO 2 • S" MAX FASTENER Cm 12 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8 0 C FOR DESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCMEOuLE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE 3" • r -0" S 00" OPTIONAL LEG DIRECTION 1 751 7 1.751 6Th SOFFIT CHANNEL SCALE HALF SIZE 5 00 MAX CLOSURE SCALE 3" • r -0 WIOTH UNLIMITED (PER ?. TO PANEL SPAN a SECTION 1 1 1 16 GAGE GALV STEEL GRACIE SO 14 GAGE GALV. STEEL 1 6 - /4 (TYP) BOTTOM MOUNT 7 Y 00 OROIRECT TYPICAL ELEVATION (SYSTEM 2 ) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 3 BOTTOM MOUNTS SHALL BE "F TRACK OR STUDDED ANGLES WITH STUDS (Ol 6 -t /t- 0 C. OR DIRECT MOUNTS WITH ANCHORS (cD 6 -T /6" 0 C 1/6 -20 ■ 0 -1/2 BOLT WITH WASHERED WINGNUTS (6112 -1/2 OC.ITT?) 1/4 MAX m 1 1 ' 1/6 MAX ExISTwG CONCRETE. HOLLOW BLOCK OR W000 FRAMING TOP MOUNT OO OR DIRECT MOUNT r • 1 TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDuLE. SHEET 6, AND PLAN VIE. L NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW L NOTE 8) PLAN VIEW SCALE 1 -1/2" • 1'-0 1 813' 1987' O "h" HEADER SCALE 3 • 1' -0" 11/32 0 1 0 tl USE 1 • 1 • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 L TYPICAL ELEVATIONS 01. 16 ITYP ) (PERP. TO PANEL SPAN) SECTION w O 1 -3/ OVERLAP MIN GALV. STEEL GRADE SO OR ALUM. t • MIN OTIS" 13 KEYHOLE WASHER 14 STEEL TUBE SCALE . HALF SIZE SCALE . 3" • 1' -0 WIDTH UNLIMITED 0 0 N t2- /2 BOTTOM MOUNT (TYP) 7 8 OR DIRECT TYPICAL ELEVATION (SYSTEM 3) MOUNT NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP b BOTTOM MOUNTS SHALL BE "F TRACK OR STUDDED ANGLES WITH STUDS @ 12 - /2" 0 C OR DIRECT MOUNTS WITH ANCHORS @ 12 -1/2" 0 C 12 14 GAGE GALV STEEL ANGLE CLOSURE PIECE 16 GAGE GALV STEEL 2" MIN 125" 6063 -06 ALUMINUM ANGLE SCALE 3" • 1' -0•' 2 ". 3", 4 OR S" O ANGLE FASTENER ca 1 2" 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8 0 C FOR DESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCHEOUIE FOR ANY ACCEPTABLE ANCHOR) E XIS TIN CONCRET . HOLLOW BLOCK OR E W000 1 RAMING 0 093" TYP 150'1 ANGLE SCALE 3" • 1' -0" t' TYP 1 /c" 5 5 •STUO FETAILS FOR SP•CING1 6 -1/49,0 C. OR 12 -1/2" 0 C (SEE ETAILS FOR SPACING) 1 1 -! O 7 STUDDED ANGLE SCALE 3" • r -0" SCALE 3 - • r - GENERAL NOTES: 1 TH15 SHUTTER SYSTEM IS DESIGNED IN ACCOROANCE WITH THE SOUTH FLORIOA BUILDING COOE 1994 EDITION FOR MIAMI -0AOE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORHEO FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS 1 00- FOR BUILDINGS ANO OTHER STRUCTURES. TABLES SHALL BE REFERENCED AT fD16 �� APPROPRIATE DESIGN LOADS. GA 3. STORM PANELS SHALL BE 20 GAUGE STEEL It • 035 - I CONFORMING TO ASTM A653, STRUCTURAL QUALITY. GRADE 40, G 60 GALVANIZED COATING, WITH A MINIMUM Fy • 46.7 KSI , ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 - T6, u 0.N. 6. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS. FLORIDA STORM PANELS, INC. OPA LOCKA,FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PROOuCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE, PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 6 PANELS UTILIZING A STEEL Tu8E SHALL BE FASTENED TO OVERLAPS AT MIOSPAN TO A 1 • r • 16 GAGE STEEL TUBE USING 1/4 -20 • 3.1/2" BOLTS W/ OIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION LS1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIOSPAN W/ 1/4.20 ■ r BOLTS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 15 L t6) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS L TUBE ARE NOT REOUI ED NO STEEL TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202, ANO 203 DESIGN BASED ON CONSTRUCTION TESTING CORPORATION ICT() TEST REPORTS No 95 -032 ANO No 96.009 10 A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING 80115 ANO /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIRED " APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ �._.•t.• ' 2/ 2E1" MAW BY PRODUCT 8. •OL DIVISION BUILDING CODE AOMPLIAN E OFFICE ACCEPTANCE NO 7q 6 O' e 0 • 2 0 2 0 V.J, KNEZ Y1 H ,PROFESSIO E INE :FL LI - n e No PE 0 0983 s6 L ASNOTE01 lcleugn by v 1K 1999 (ar awn by M( ch•cl••0 6 V !K ar•rinp n o. 99 -097 Sheer 1 of 4 MARK OPENING SIZE POSITIVE PRESSURE (P.S.F) NEGATIVE PRESSURE (P.S.F) ZONE STORM PANEL 26 1/2 X 50 5/8 45.08 41,81 INT, 31 X 50 5/8 31 X 50 5/8 45.08 41.81 INT. 519 50. FT. 31 X 50 5/8 45.08 47.81 2 +.0 P.S - 4 8 P.S.F. . No.: 99- 0126.01 STORM PANEL 3 5.19 562. FT. +45.08 P.S.F. 0 -47.81 P.S.F. No.: 99- 0126.01 STORM PANEL 2b 1/2 X 50 5/8 5.79 SG. T. +45.08 P.S.F. - 41.81 P.S.F. No.: 99- 0126.01 0 MARK OPENING SIZE POSITIVE PRESSURE (P.S.F) NEGATIVE PRESSURE (P.S.F) ZONE CI) 26 1/2 X 50 5/8 45.08 41,81 INT, CZ) 31 X 50 5/8 45.08 41.81 INT. CJ 31 X 50 5/8 45.08 47.81 INT. TOP VIE✓\I N.T.S. LOAD _I,_ A 5E FOR STORM PA SCOPE OF /\ o ALUMINUM STORM PANELS. (FOR EGRESS WINDOWS) o AGGEPTANGE No.: 99- 0126.01 C. ENERAL NOME 5: o EXIST'G STORY G.B.S. (0- 15') HEIGHT. o EXPOSURE G. (110 M.P.H. WIND) o ASGE 1-88 WIND CODE. o BASED ON TRIBUTARY AREA. o CONTRACTOR TO VERIFY ALL DIMENSIONS. REVISIONS' u w L s z unig T y 3 DATE. APRIL 10, 2000 xxe. AS SHOWN ORN Or. 1. VALIDO GAMINS W. 0AFIALLO I Sf. 2 or, 2 MARK. OPENING SIZE POS. P.S.E. NE. P.S.E. ZONE. 0 31 X 50 5/8 45.08 47.81 INT. le 31 X 50 5/8 45.08 41,8 INT. +NT. O 31 X 50 5/8 , WINDOW 41.81 O 2- 26 1/2 X 50 5/8 42.81 45.10 INT. 31 X63 53 1/8 X 50 5/8 42.81 45.10 INT. 31 X 50 5/8 45.08 16.11 50. FT. INT. �J 31 X 50 5/8 45.08 41.81 INT. +42.81 P.S.F. 45.08 41.81 INT. 37 X 50 5/8 45.08 4 -45.10 P.S.F. l0 31 X 50 5/8 45.08 . 41.81 INT. 31 X 50 5/8 No.: 11- 1222.03 41.81 INT. is 31 X 50 5/8 45.08 41.81 INT. 13 37 X 50 5/8 45.08 41.81 } i 31 X 50 5/8 45.08 41.81 INT. i5 WINDOW 45.08 41.81 INT. i6 34 1/2 X 33 3/8 45.08 41,81 34 I/2 X 38 3/8 -- 3 X 38 5/8 45.08 41,81 INT. i8 2- 53 I/8 X 14 1/4 12.85 SO. FT. 43.44 INT. iq 2- 34 1/2X50 5/8 42.81 45.10 INT. +45.08 P.S.F. I ( - 4 P.S,F. a. 45.08 61.41 END 0 2- 48 X 33 3/8 42.81 No,: 11 122.03 INT. . 2- 41 X 1/4 40.3 43.44 INT. WINDOW 42.81 45.10 INT. 37 X,63 42.81 45.10 31 X 50 5/8 .� , 48 3/4 X 63 , 42.81 45.10 INT. . e , 2- 31 X 50 5/6 12.85 SG. FT. 58.06 END a7 31 X 50 5/8 45.08 61.41 END +45.00 P,S.F. W 31 X 50 5/8 45.08 41.81 INT. 31 X 38 3/8 45.48 - 41.81 P.S.F. INT. 31 X 58 3/8 45.08 41.8 I INT. 3i No.: 11- 1222.03 45.08 41.81 INT. 31 X 50 5/8 SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG WINDOW (EGRESS) 2- 261/2X505/8 WINDOW 31X50 WINDOW 31 X 50 5/8 WINDOW WINDOW 31X505/8 37X505 /8 WINDOW 18.06 SQ. T. 12.85 G. FT. 12.85 3Q. �T, 12.85 SO. f T. 12.85 50. FT. 31 X 50 5/8 +42.81 P.S.F. +45.08 P.S.F. +45.08 P.S.F. +45.08 P.S.F. +45.08 P.S.F. 12.85 SO. FT. -45.10 P.S.F. - 41.81 P.S,F. -41.81 P.S.F. - 4 k'.S.F. - 41.81 P.S.F. +41.08 P.S.F. No.: 11- 1222.03 No.: 11- 1028.02 No.: 11- 1028.02 No.E 11- 1028.02 No.: 11- 1028.02 - 41.81 P.S.F. MULLIONS MULLIONS MULLIONS MULLIONS MULLIONS No,: 11- 1222.03 No.: 1d- 0104.02 No.: 11- 0104.02 No.: 11- 0104.02 No.1 11- 0104.02 No.: 11- 0104.02 2 0 0 0 OD ED L ' MARK. OPENING SIZE POS. P.S.E. NE. P.S.E. ZONE. 0 31 X 50 5/8 45.08 47.81 INT. le 31 X 50 5/8 45.08 41,8 INT. +NT. O 31 X 50 5/8 , 45.08 41.81 O 2- 26 1/2 X 50 5/8 42.81 45.10 INT. 0 53 1/8 X 50 5/8 42.81 45.10 INT. 31 X 50 5/8 45.08 41.81 INT. �J 31 X 50 5/8 45.08 41.81 INT. 3 X 50 5/8 45.08 41.81 INT. 37 X 50 5/8 45.08 4 INT. l0 31 X 50 5/8 45.08 . 41.81 INT. 31 X 50 5/8 45.08 41.81 INT. is 31 X 50 5/8 45.08 41.81 INT. 13 37 X 50 5/8 45.08 41.81 INT. 31 X 50 5/8 45.08 41.81 INT. i5 3 X 38 5/8 , 45.08 41.81 INT. i6 34 1/2 X 33 3/8 45.08 41,81 INT. 3 X 38 5/8 45.08 41,81 INT. i8 2- 53 I/8 X 14 1/4 40.43 43.44 INT. iq 2- 34 1/2X50 5/8 42.81 45.10 INT. 11 1/8 x 38 3/8 45.08 61.41 END 0 2- 48 X 33 3/8 42.81 45.10 INT. . 2- 41 X 1/4 40.3 43.44 INT. 48 3/4 X 63 42.81 45.10 INT. 37 X,63 42.81 45.10 INT. 25 , 48 3/4 X 63 , 42.81 45.10 INT. . e , 2- 31 X 50 5/6 42.81 58.06 END a7 31 X 50 5/8 45.08 61.41 END a 31 X 50 5/8 45.08 41.81 INT. 31 X 38 3/8 45.48 41.81 . INT. 31 X 58 3/8 45.08 41.8 I INT. 3i 3 X 50 5/8 45.08 41.81 INT. 31 X 50 5/8 45.08 61.41 END WINDOW 3 X 50 5/8 12.85 SQ. IT. +41.08 P.S.F. -61.41 P.S.F. No,: q7- 1222.03 WINDOW (EGRESS) 31 X 50 5/8 12.85 50. FT. +45.08 P.S.F. - 4181 P.S.F. No,: 11- 1222.03 2 WINDOW 31X383/8 1.16 50. FT, +45.03 P.S.F. - 4 P.S.F. No.: 11- 1 WINDOW 31X 583/8 1.16 50. PT. +45.08 P.S.F. - 41,81 P.S.F. No,: q1 122.03 WINDOW 31 X 50 5/8 1.85 50, FT: +45.08 F.S.F. -47.81 P.S.F. No.: 11- 1222,03 WINDOW 31 X 50 5/8 12.35 Q. 1=T. +45.O3 P.S.F. -61.41 P.S,F. No,: 11- 1222.03 TOP YI WINDOW 31 X 50 5/8 12.85 50. Frt. +45.08 P.S.F. -41.81 P.S.F. c11 1222.03 WINDOW 2- 31 X 50 5/8 25.61 SO. FT. +42.81 P.S.F. -58.06 P.S.F. No.: 11- 1222,03 MULLIONS No.: 11- 0104.02 WINDOW 31 X 50 5/8 12.85 SG. FT. +45.08 P.S.F. - 41.81 P.S.F. No,: 11 1222.03 SINGLE HUNG WINDOW 483/4X65 21.0 50, FT. +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1028.02 MULLIONS No.: cici- 0104.0.2 SINGLE HUNG WINDOW 48 3/4X63 21.050. FT. +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1028.02 MULL IONS No.: ci1 0104.02 WINDOW 53 1/8 X 50 5/8 18.40 SO. tT. +42.81 P.S.F. -45.10 P.S.F. No.: c11- 1222.03 WINDOW 2- 41 X 1/4 50.36 562. FT. +40.45 P.S.F. -43.44 P.S.F. No.: 11- 1222.03 MULLIONS No.: 11- 0104.02 WINDOW 2- 48X38 25.3 SO. FT. +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1222.05 MULLIONS No.: 11- 0104,02 WINDOW 31 X 50 5/8 1.85 SO. FT. +45.08 P.S.F. -41,31 P.S.F. No.: q1- 1222.03 WINDOW 31 X505/8 12.85 50. FT. +45:08 P.S.F. -41,81 P.S.F. No.: 17 (O WINDOW 'Iq its X383/8 5.01 50. FT. +45.08 P.S.F. -61.41 P;S.F. No.: 11- 1222.03 WINDOW 2- 34 1/2 X 50 5/8 23.61 50. Ft +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1222.05 MULLIONS No.: 11- 0104.02 WINDOW 2 - 55 1/8X - 14 1/4 54.41 50. FT. +40.45 P.S.F. 43.44 P.S.F. No.: 17- 1222.03 MULLIONS No.: 11- 0104.02 5I N 'LE HUNG WINDOW 51X385/8 q.16 SG1. FT. +45.08 P.S.F. -41.81 p.S.F. \lo.: 1111028.02 MULLIONS 'lo.: 1110104.02 SINGLE HUNG WINDOW 131 X 38 5/8 1.10 SO. Ft. +45.08 P.S.F. �47.8I P.S.F. ■lo.: q1-� 1028.02 MUL 1q }0104.02 SINGLE HUNG WINDOW 31X505/8 12.85 SO. FY. +45.08 P.S.Q. -41.81 F'.S.F. 11J 1028.02 MULLIONS Flo.: 1110104.02 SINGLE I -HUNG WINDOW' 31 X 50 5/8 12.85 SO. Ft. +45.08 P.S.F. -4181 P.S.F. No.: 11- 1028.02 MULLIONS No.: 11-0104.02 LOAD TABLE OR n N DOl\ sGO s OR b SINGLE HUNG WINDOW b ACGEPTANGEt No.: 1q- 1028.02 b SERIES 5158 ALUMINUM FIXED WINDOW IMPAOT 14E5151 b A No.: 11.122.03 b ALUMINUM TUA3E MULLIONS (NON -hE I NFOREGED) b ACCEPTANCE No.: 1q- 0104.02 G �I�RAL \ TES : b EXIST, STORY G.O.S. 0 -15' HEIGHT. b EXPOSURE G. (I 1 o M.P.H, WIND) b ASCE 1 - -38 WIND CODE. 6 E3ASE0 oN T> I E3URTARY AREA AS SHOWN. b CONTRAGTOF TO VERIFY DIMENSIONS. REVISIONS BY: 0 0 0 CV W 9 F' (0 0 CD r:a 0) 0 d L14 F. co :• 0 0 0 0 J L0 N 0 al (0 0 0 m VKONYVN LiY: 1 1. VAL I 1:)0 APpROVLD: R.S.M. DATE: 04/1 - 1 /00 SALE: SHOWN 'JOB: G: \POST OF 2 5HEET WINDOW 3 X 50 5/8 12.85 SQ. IT. +41.08 P.S.F. -61.41 P.S.F. No,: q7- 1222.03 WINDOW (EGRESS) 31 X 50 5/8 12.85 50. FT. +45.08 P.S.F. - 4181 P.S.F. No,: 11- 1222.03 2 WINDOW 31X383/8 1.16 50. FT, +45.03 P.S.F. - 4 P.S.F. No.: 11- 1 WINDOW 31X 583/8 1.16 50. PT. +45.08 P.S.F. - 41,81 P.S.F. No,: q1 122.03 WINDOW 31 X 50 5/8 1.85 50, FT: +45.08 F.S.F. -47.81 P.S.F. No.: 11- 1222,03 WINDOW 31 X 50 5/8 12.35 Q. 1=T. +45.O3 P.S.F. -61.41 P.S,F. No,: 11- 1222.03 TOP YI WINDOW 31 X 50 5/8 12.85 50. Frt. +45.08 P.S.F. -41.81 P.S.F. c11 1222.03 WINDOW 2- 31 X 50 5/8 25.61 SO. FT. +42.81 P.S.F. -58.06 P.S.F. No.: 11- 1222,03 MULLIONS No.: 11- 0104.02 WINDOW 31 X 50 5/8 12.85 SG. FT. +45.08 P.S.F. - 41.81 P.S.F. No,: 11 1222.03 SINGLE HUNG WINDOW 483/4X65 21.0 50, FT. +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1028.02 MULLIONS No.: cici- 0104.0.2 SINGLE HUNG WINDOW 48 3/4X63 21.050. FT. +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1028.02 MULL IONS No.: ci1 0104.02 WINDOW 53 1/8 X 50 5/8 18.40 SO. tT. +42.81 P.S.F. -45.10 P.S.F. No.: c11- 1222.03 WINDOW 2- 41 X 1/4 50.36 562. FT. +40.45 P.S.F. -43.44 P.S.F. No.: 11- 1222.03 MULLIONS No.: 11- 0104.02 WINDOW 2- 48X38 25.3 SO. FT. +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1222.05 MULLIONS No.: 11- 0104,02 WINDOW 31 X 50 5/8 1.85 SO. FT. +45.08 P.S.F. -41,31 P.S.F. No.: q1- 1222.03 WINDOW 31 X505/8 12.85 50. FT. +45:08 P.S.F. -41,81 P.S.F. No.: 17 (O WINDOW 'Iq its X383/8 5.01 50. FT. +45.08 P.S.F. -61.41 P;S.F. No.: 11- 1222.03 WINDOW 2- 34 1/2 X 50 5/8 23.61 50. Ft +42.81 P.S.F. -45.10 P.S.F. No.: 11- 1222.05 MULLIONS No.: 11- 0104.02 WINDOW 2 - 55 1/8X - 14 1/4 54.41 50. FT. +40.45 P.S.F. 43.44 P.S.F. No.: 17- 1222.03 MULLIONS No.: 11- 0104.02 5I N 'LE HUNG WINDOW 51X385/8 q.16 SG1. FT. +45.08 P.S.F. -41.81 p.S.F. \lo.: 1111028.02 MULLIONS 'lo.: 1110104.02 SINGLE HUNG WINDOW 131 X 38 5/8 1.10 SO. Ft. +45.08 P.S.F. �47.8I P.S.F. ■lo.: q1-� 1028.02 MUL 1q }0104.02 SINGLE HUNG WINDOW 31X505/8 12.85 SO. FY. +45.08 P.S.Q. -41.81 F'.S.F. 11J 1028.02 MULLIONS Flo.: 1110104.02 SINGLE I -HUNG WINDOW' 31 X 50 5/8 12.85 SO. Ft. +45.08 P.S.F. -4181 P.S.F. No.: 11- 1028.02 MULLIONS No.: 11-0104.02 LOAD TABLE OR n N DOl\ sGO s OR b SINGLE HUNG WINDOW b ACGEPTANGEt No.: 1q- 1028.02 b SERIES 5158 ALUMINUM FIXED WINDOW IMPAOT 14E5151 b A No.: 11.122.03 b ALUMINUM TUA3E MULLIONS (NON -hE I NFOREGED) b ACCEPTANCE No.: 1q- 0104.02 G �I�RAL \ TES : b EXIST, STORY G.O.S. 0 -15' HEIGHT. b EXPOSURE G. (I 1 o M.P.H, WIND) b ASCE 1 - -38 WIND CODE. 6 E3ASE0 oN T> I E3URTARY AREA AS SHOWN. b CONTRAGTOF TO VERIFY DIMENSIONS. REVISIONS BY: 0 0 0 CV W 9 F' (0 0 CD r:a 0) 0 d L14 F. co :• 0 0 0 0 J L0 N 0 al (0 0 0 m -.: ^_cr.�sary.„.:r. ,... .a��. snial�aga�v.a,.asn:,a..:r.a. v V- - - IS • • /96.7/ /V. 99 " ....9.?-;e4-4-/- ....9.?-;e4-4-/- T....9.?-;e4-4-/- !- .16',l. der. Sd CX1' ,& or/7 Sipe • /v •e7; .5u - 2 5; o o e.t fe, /Vo ..C I/ • S'�►:vr.�'? .fvjv4rY Df' /07- 4 dY<v.. 14 /. ■9s1o.YE.s According to t)ie Ptah thereof as recorded in Plat Book ` ¢3 , at Page SO Public Records of Dade County. Florida. For Ne W,9 'vei zx Fl f�ivG: I HEREBY CERTIFY that the attached sketch repres s a survey made under my direction and is tru and correct to the hest of my knowledge and bey'ei. There are no encroachments, own. REGISTERED LAND S(J ifEYOR 42 STATE OF FLORIDA �' 7. B. FORD ' 712 S. W. 1st Street Miami 35, Florida Telephones: 9 -3508 o I>�r /44) :99""•/- 97 /X v /-;eopx.k.ty /So /.'Q // 1' /AV -- ' � '.L'A.7t'.N i //. s / 'o,, f /PZ'' CU ,Q%PX.{./ o r' c9; f.3Ge!'C 2, ∎€.144x/ /, -1/14.4 .. FGA. < ` 1 C. G,1 ./ % /Q Qf a 44_,E3 ly / 4 : ' 4 , I e) ! / 0 A. • 1 4f . 4 fr114. /00' e .1r ,Q s :' p v / n`. ,..e.. 4 A-f. Pi -14 . ,?,4 ; _ I /,r .• { ► 44 1 ,/2 4 pP: 4*" 2 1 ie i / a . s.r ; 2 1 /4 1 . • i °t_' i t r // / ` z og slQ 8 4 S Q S S o r • / 4. 4 .. 5 ./..4 1 ? / / yy - 4 4 . j :4 / / ' .. . / 6 .. , _ `r 4 . -1 • R6. 6114 . £J b / Oe 4 A 44 (� ~' i 1 6e S -1 • err , . , 4 , /Bo net 0 O/'4 rs .,'fad $f 40: 10 • 1 - u. Srvvsr Sroar #t /S / ?4,fie4o r i ( =4 i 5 ' t4 c� .EQi - a :7rc cvea I /2:0- 4: 4- ` °� " /a ( ' - w- .SaIyvE,e !1 : �• r,<< edit., i 1 f r , --- _ --- --_ _ ' I g I1Tt111 I lj ,___ - i._LT1LIi - _ -__ .. i7 !I11 I _. -I 1 fT1 _ _ I : 1 1 { i _ i i f + Ir . T'r�li ..._ it.. 4.4 ,2 '1 23 Gt, ./e , . , r1 d ,/4, • ?1' •d io s s -mi = •r • # 1442 4 . 4 e t -IC CONTRACTOR SHALL VERIFY ALL 'O1MENSION9.lANQ • NOTES BEFORE- P,ROCEEQIN3 WITH THE WOR ( : #, ` ALL DRAWINGS ARE•THB PROPERTY QF T1-1E ARCHITECT SHALL. BE RETURNED TO HIM AT THE COMPLETION OF- THE: WQRK. DATE : ; SHEET'4 DET.-' _ DRAWN QYh CONTRACTOR SHAY L VERIFY , A L DIMENSIONS A O. NOTES REFORM PROCEEDINQ WITH THE WORK, . A ORAWIINGS ARH THE. PROPERTY OP THE A u CHITECT ANQ SHALL 3E"RETURNED TO HIM AT TI COMPL.HtiQN Of THE WORK, ifv ._t_. � - -` k10S t vin 7rfR?! �i Fjl' +' jrgC¢� t)Yrt I'.v. ,r.C v o .4 ' .4 i.vr 2 .2 4' c 2 °( r'ee DATE _ L SHEET 3 :, DET 4ON,TR CTR O SHALL VERIFY ALL AII�F~NSI NS • ANC . NOTE8 8EFQRR. PROCf1UDING:WITH.THE ALL ORAWINGS AReTHE: PROPERTY OF Af#FHIT ANO SHALL Eft I TURN $ TO; HIM At T)IE COMPLETION OP TNE WOR