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358 NE 94 St (6)Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE- 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 30 �5�3 NC tilt= ST Job Addr s Legal Description ^ Historically Designated: Yes /� Q X Owner/Lessee/Tenet v ' x (-100- �'�� -1 ) M � J �'�`� , Master Permit # 7o r K Owner's Address Sg N 0 S� Phone ® I Contracting Co. Address i Qualifier SS# Phone State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING N ORK DESCRIPTION: /n/S7 /2 Lt. NEB vw 690� Square Ft. Es,ed Cost (value) C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore f authoriz• e above named contractor to do the work stated. e of owner and/or Condo Pr s ' nt Date ! � Signature of Contractor or Owner Builder Date X ignatur LIZ �e�6 ®_��. ��-�b, ary as to I wner and/or on.o 'resi.= t Dat- J Notary as to Contractor or Owner Builder Date My Commiss on Expires My Commission Expires Angela M Becker •Nt C My Commission DD150048 w Pa Expires November 15, 2006 6 FEES: PERMIT 0 RADON C.C.F /1 Z D NOTARY a BOND APPROVED: Zoning Buildi Mechanical Plumbing Tax Folio TOTAL DUE e) / 141; Vt.4 MAY :NOK, _J! Electrical Structural Engineer Located at: 657 z)e `y • VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I 4P-4 (hi being the legal property owner, for the property Legally described as],t.�� - , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),..qnd I have read and understand the following disclosure Statement, which entitles me to .*brk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this Owner Owner day of ,200 3 By `/' r7Ot 7mcd is personally known to me or who has Produced (p v / -G - 6-0 as identification and who did take an oath. Notary (:,);: . S3HId:i3 NOIs.9• ;•;. "U dO A. • J�1W/1N NCY: :3 .I o • The Sunshine State LIC84SE N.IMSER P643-860-61-146-0 VICTOR PERALTA 358 NE 94Th ST MIAMI SHORES, FL 33136-2232 BIRTH DATE SEX HOT REST. ENDORSE 04-26-61 M 6 ISSUED EXPIRES 04-20-02 04-26-08 DUPLICATE CO-0040 SAFE DRIVER 200079 Operation of a motor vehicle oonstitubis consent to any sobriety test required by law Date r� pp ,, Type Insp'n (JV \ DOLL) Permit No. 6P Q.co 3 ° 10 I Name 9 r y Q ��j Address s,5 & NE., /-T Company Phone # Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE V' I BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Inspection Date 3)1 CI MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ('2l0 tt7 Time Type Insp' n r H v V I Permit No. ` ,, tC - c Name � v L�J Address 356 NE Q I T Company Phone # 3o0 7G-1- / - 0 33 a For Inspector: ►'je Approved Correction Re- Insp'n Fee Name & Date Phone # Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 4004 305- 795 -2204 Building Inspection Request Date 10 Type lnsp'n S J() 1 I Vt S . Permit N o. c )3 (�S Name 9 Address S S 1\ q4 LS '— Company Inspection Date I C.)15 Re- Insp'n Fee ❑ ❑ ©` I3ULLftNG PtRMJT A- BA F 001 City $ Value of Work For this Permit 6 SO. 00 Type of Work: Describe Work: /1w t� 2. 4 "- (Continued on opposite side) LICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P Zo D ' - 1657 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing O E2a c7 Owner's Name (Fee Simple Titleholder) ')1 " / ‘ Evi 91 / Phone # 305- S/ -03 g b Owner's Address .358 A/ 6 9 `� - •7 City M•a^-4 Sh)Z6 - S State A 7021 Q A Zip 33 1 3v Tenant/Lessee Name Phone # Job Address (where the work is being done) 356' q y �' S 7'16 7 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name bw ^' 62 Addition ['Alteration ❑New Phone # Zip 3313 8 Contractor's Address State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Rpair/Replace ❑ Demolition 4-v ' 2Fp 44-c( Ma-fit Cp tv‘ . 5 , /cs 77 c rC.1 77)2 6ac se 6 i- 400 Ai c,t> 5 5/. , 77 e 2.) 7 b MA.'l/ 4/ - /1 e a. a- 01 l i t (7 WjAri 5 Oa (A-+ 0.4 DbUQ- S ("b/ Sci.e∎ -✓d� "7 ) Submittal Fee $ Notary $S ,� Scanning $ Code Enforcement $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** eit.. .*14 Permit Fee $ Training/Education Fee $ Total Fee Now Due $ / A S— CCF $ Technology Fee $ 440 g 7c Radon $ Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a c py o the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to, tac / ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ' rs seven (7 days after the b lding permit is issued. In the absence of such posted notice, the inspection will not be ap . v =' and a reins 'ttion fee will be chay*ed. Signature ' " ' �� Signature Owner or Again Contractor The foregoing instrument was acknowledged before me this Z LP The foregoing instrument was acknowledged before me this day of O• I1)1,) , 200b, by 1i', CTDY P -e val , day of 20 by who is personally known to me or who has produced l 3- $kr. 6 ( who is personally known to me or who has produced (Lito D As identification and who did take an oath. as identification and who did take an oath. NOT ' :LIC: a fl ekar NOTARY PUBLIC: 'ic Sign: . I • f Sign: Print: qr 4.u..:;1Wr Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12/4/2003 Applicant: MARK Owner: MCDEVITT JOB ADDRESS: 358 NE 94 Contractor Local Phone: Parcel # 1132060136150 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -1857 MCDEVITT MARK ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 5/24/2004 Construction Value: $650.00 Work: REPLACE AND REPAIR HURICANE SHUTTERS Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 & E35FT OF LOT 6 BLK 46 LOT SIZE Fees: FEE2003 -7640 FEE2003 -7641 FEE2003 -7642 FEE2003 -7643 FEE2003 -7644 FEE2003 -7645 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $195.00 $0.60 $5.00 $0.20 $9.75 $6.00 $216.55 Total Fees: $2 1 5 C.� Total Receipts: Vib.tili t (0(0,3S In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Gego S LDt .tLtVATIOI , EttST i ndow rr — r "1-4 " SH window/5Ru TroZ I CM WindOW/S14V*5 '516 t t LIN/ AT I OM (Wt5T) , hole must be 35 1/2" x 515/8 34 3/4 SH window /µu tem D !2441, TF.RFWX ONSR. Mu LY R 1 , 0 UT tLtVATtO1 sc.: 1,4_ II- o' 34 3/4 SH window /5kU . t i t1, -351/4 - CM window,'W Cs SHUTTee. 35 1 /4 CM window / wA,) rents French Door BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Madden Manufacturing Co. 1889 N. W. 22n Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.038" (min.) Galvanized Steel Storm Panels Shutter AP PROVAL DOCUMENT: Drawing No. 01 -243, sheets 1 through 10 of 10, prepared by Knezevich S Associates, Inc., dated March 06, 2001, last revision #3 dated May 15, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #98- 1110.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A. Nlakar, I'.E. NOA No 01- 0313.22 Expiration Date: 05/01/2008 Approval Date: 06/06/2002 Page 1 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (IIVHZ) OF THE FLORIDA BUILDING CODE., 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6 THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE 20 GAGE STEEL (t = 0.038 ") CONFORMING TO A.S.T.M. A446, STRUCTURAL QUALITY, GRADE 40, WITH A MINIMUM Fy = 40 K.S.I. GALVANIZED IN ACCORDANCE WITH A.S.T.M. G -60. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 11. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 12. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE (t= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM. STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MIN. PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH "E" OR "F" TRACK, STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 14. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND OR BARS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. LABEL 537'x LOCATION-. r . 150" •, .0 '0 0 0 0 N 12.00" COVERAGE 20 GA. GALVANIZED STEEL O STORM PANEL (t = 0.038 ") SCALE :3" =1' -0" , 2.250" I pp Z l7 YP.)I y 2.063"; "U" HEADER SCALE :3 "= .1' -0" 0 0 N 4.-- �.QQ" IMAX� ANGLE 93" TYP. R .250" SCALE : 3" = 1' - 0" 1313 "1.660" O ..188" 7 1 "F" TRACK SCALE :3 " =1' -0" 1.520" 890" 1 .375" R { 500" I I • f , ' ! 111111.215- 1 090 II ; / x,.060" .315 " SYM. O r TRACK (FINISH) SCALE : HALF SIZE L V I TM. - X038 ",� MIN. 'h/ X800" 15 269" 0 125" (TYP.) 062" O N 1 .-_• 5 Q M AX- ti `-- 1.250" ;2.020" v... SCALE:3 " =1' -0" SCALE :3 " =1' - 0" ALT. STUD DIRECTION -. 0, 0 Nlot • .090" 150" ?. TM MAX. 2 250" .101"1, .09L" I of .094 1 0 NI \- - -093" TYP. o 0 1/4 -20 MACHINE SCREW (Nil STUD @ 6" OR 12"-O.C. , 2.00" 0 STUDDED ANGLE SCALE :3 "= 1' -0" 3.375" MAX. _ .092" 1 .165" - }i k I V 1 1 COI I I -- 9.71.__ % N, .: i 1 1320" U ' i 3 ' 7b BUILD -OUT "F" TRACK O SCALE : HALF SIZE 0> U" 090" ISYM I 8901 1 125', • . 890 " 500' I I i 1 •090" ■ 150" x .215' !..,111 "C" TRACK 1 SCALE : HALF SIZE 01 / o 0 N a 1 50 " '. LABEL 537'. LOCATION -. 20 GA. GALVANIZED STEEL 1 a HALF STORM PANEL SCALE :3 " =1' -0" 1.0312- 3.000" 0! 0 N 085 :: - 0.125" TYP. 6a Z -STUD TRACK SCALE : 3" = 1' - 0" 2 015" :T>1 • -800" 1 125" 6.00" COVERAGE 9.065" • -125" ;650"; SQ. 1/6 - 20 x 3/6" MACHINE SCREW - . 093" ..03.8•" o f MIN. N ALT. STUD DIRECTION- 1/4 " -20 x 3/4" STAINLESS STEEL STUD @ 6 " OR 2" O.C. -815L, O' - 0 : �•..... -. IN O; 14 SQUARE HEAD MACHINE SCREW N.T.S so; .095" (TYP.) ALT. LEG DIRECTION - 563 "O 20 GA. GALV. STEEL (t= .038 ") GRADE 40 OR 0.050" ALUM ALLOY (3004 H34) { 2 265.':, mi 088" I = iN TYP. m: N: and I 2.063" 1' ;_2.346"1 "h" HEADER SCALE 3" = 1' - 0" _ 1/4 -20 MACHINE SCREW STUD @ 6" OR 12" O.C. .125" (TYP.) , 5 0.0" MAX. 0 STUDDED ANGLE SCALE 3 " =1' -0" i 3 7 5 " 13"660" 188" 1_2.000"j O "E" TRACK SCALE : 3" = 1' - 0" t= 050••S GALV. STEEL GRADE 40 KEYHOLE OPTIONAL ZAMAC WINGNUT 1 0 WASHER STEEL BAR SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE PRODUCT REVI as rnmplyiog with the SED Florida Dnidio� Code Acceptance No • - 3 E:pi Lion Date •Ip•'`VLi1T R .2515" O� 0 � N By Miami Dad Division 2.Z (,0Cg U i z;7. ✓ to Z", I- 7 a � 0 U 0. to A � Q w - � z U >_ W'L N W H Z 0 IC J W W J F W NZ Q. Q I- 0 N 0 N V.J. KNEZ(V H L tioRes Ootega v A o AL l eg C 0 drawing no ai z „I 4 u 0 cn 4 X U u Uf � d• t4- 03/067 1 seal. 1 drawn • MOT (0 VI I design by Ilcnoch.A esl O,.6 V In 01 -243 sheet 1 of 10 1/6" MAX O WALL MOUNT 1/6•• MAX. EXISTING STRUCTURE J W W Z J < tD a < F cc W O H © TRAP MOUNT WIDTH UNLIMITED (PERP TO PANEL SPAN) TYP SECTIONS N.T.S. 11 OPTIONAL OG EXISTING STRUCTURE 1 Y _ 11 OPTIONAL ' 1 I ' ' • ' ` _ 1� t• � I ; illy ) TYPICAL VERTICAL MOUNT ELEVATION TOP MOUNT 1' • PLAN VIEW I OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 — BOTTOM MOUNT 1/6" MAX EXISTING STRUCTURE — (11 OPTIONAL 7 i— — FASTENER @ 12" 0 C., SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1 -1/2 / MIN 1 1 � 1/2" MIN. OVERLAPi ALUM. ANGLE CLOSURE PIECE: 1" x 2•' x .125" MIN. TO 2" x x .125" MAX. 8 TRAP MOUNT '- - -EMB. SCALE: 1-1/2" = V -0 Og © FACE MOUNT r © OPTIONAL 1 SEE GENERAL NOTE 7 TYPICAL CLOSURE DETAILS (PLAN VIEWS) 1 i C) I I I 300" 0 .625" m -- (TYPICAL TOP 8 BOTTOM) - EXISTING STRUCTURE Z ■ol J WI ZsJ <lZ. QJ J I O I 0. I a 11:OPTIONAL7 OUTSIDE 9.4 I Lmax SEE STORM PANEL SPAN SCHEDULE TABLE 1 • 11!OPTIONAL INSIDE 12" O.C. TYP TYPICAL BAR ATTACHMENT 13 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE GENERAL NOTE PLAN► VIEWI HORIZONTAL MOUNT ELEVATION N T.S FASTENER (la 12" O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 81 BUILD -OUT 9-Q � ;1a (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) SIDE MOUNT— '1/1. MAX i '(� Ii ALUM ANGLE CLOSURE PIECE a' � 1 "" x 2 "' x .125 MIN. TO 1 � — 2 x.5 "" x 125" MAX. MIN EMB / �- mil EXISTING '' STRUCTURE PRODUCT REVISED as corply log wits the Florida Bidding Code Acceptance No 1 O31 .2..2_ E:pirgdon Date OOS( By Miami Do 1 ' Control Division CU i Z � w r/) W u I— 7 O — U (C O. U) w w U > - ? W' N W Z Z 0 C 0 N 0 O V.J. KNEZEVIOH PkOFFSCIONne EN NFF 1. lecrroso IW: re 10943 MA 1 5 2004 e s S 0 0 C e u ( d't• 03/06/0 I sAS a1e NOT(0 Ila..v,. by 1 AV loosnin o �l«•1h.4 „ dice yj a ._ d r a...na no 01 -24 sheet 2 or 10 SEE TABLE 2-- GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM EMBED (TYP )� CONNECTION "TYPE 4".1 INl., LUNLHt I t. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP TOP & BOTTOM — FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2^ 2 — -• I N 0 W 0 0 / est :CONT ANGLE TO WALL DETAIL EMBED (TYP.) -1h a;; CONT O WALL MOUNT SECTION SCALE 3" = 1' -0" PANEL TO ANGLE DETAIL GLASS OR DOOR 8 x SIOE CLOSURE REQ'0. (SEE PLAN VIEW) BUILD —OUT MOUNT SECTION SCALE 3" = 1' -0" 1/4 -20 MACHINE BOLT & WINGNUT (al 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (h 6" O.0 FOR PANEL LENGTHS GREATER THAN 104• ". '-FASTENER. SEE ANCHOR / SCHEDULE REFERENCE x CONNECTION"TYPE 4" a —#14 TEK SCREWS OR 1/4 -20 BOLT AND NUT @ 12" O.C. STAGGERED (TYP TOP — �~ • • AND BOTTOM) L114 -20 MACHINE BOLT & WINGNUT @a 12" 0 C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" 0 C FOR PANEL LENGTHS GREATER THAN 104 ". 1/4 MAX. 1/6 -20 MACHINE BOLT & WINGNUT @ 12'• 0 C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (a 6" 0 C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" L71 0 W1 GLASS 1_' OR DOOR EMBED i i i 'EDGE DIST (TYP ) • 1 1 % / ECL:.E 3 : CONT GLASS OR DOOR -- M — FASTENER. SEE ANCHOR . SCHEDULE REFERENCE CONNECTION "TYPE 3" 3a� 6 CONT I r� 8 SEE TABLE 2 SEE TABLE 2 1 ; 1a: /// i/113EDGE DIST CEILING /INSIDE © MOUNT SECTION SCALE 3" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" ,1/2" O BUILD -OUT MOUNT SECTION SCALE 3" =1' -0" 1 /6" MAX • • - EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP TOP & BOTTOM PRODUCT REVISED as complying with the Florida Bidding Code Acceptance N • - 31 2 2_ Expiration Dat Dy lltit i U 'roduct Cuot10I Di%ision -1 W W J W O > a Q � ao 0 N iA U z U J 0 uv cn tih , ,..'.t:. 2 :) •i; I. <.i(i• i1` � hn.±t 01 -243 I sheet 3 of 10 u X V.J. KNEZE CH ,! inrEssinN � WOW ER L lk:on,n ya. PC 109n. Ieo/e 03/06/01 tcole - ( I Or awn by A S N AV (dotign by 1I ch• byj n�B I v jsl droving no GLASS OR DOOR -- SEE TABLE 2 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING `—FOR WOOD BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" O.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED @ 24" O.C. MAX. & ONE 1/4"0 THRU BOLT W/ ACCESS HOLE @ MIDWAY BETWEEN STUDS. TWO -1/4 "0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = V -0" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" O.C. MAX. CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS SEE TABLE 2 GLASS OR DOOR _ �s� ■ =vz�L , • #14 SMS BETWEEN TRUSSES @ 24" O.C. 0 CONT. WOOD ROOF TRUSS OR FRAMING MEMBER @ 24 O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR — FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING (TYP. TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x4 "OR1 "x6" 062" CONT. ALUM. TUBE (6063 -T6) #14 SMS @ 12" O.C. BETWEEN TRUSSES @ 24" O.C. GLASS OR DOOR— SEE TABLE 2 ` GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 / EMBED. (TYP.) io 3a% CONT. u z -J A E J1 ACCESS HOLE (TYP.) MAX. DESIGN LOAD = 56 P.S.F. © ALT. SOFFIT CONNECTION DETAIL SCALE 3" = 1' -0' 1a W J CO 4' I-- W W i I x — — 1/2 OR E 3/4•' MAX. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1" IUSE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) © WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" / 7 WOOD ROOF TRUSS \ 2 "\ OR FRAMING MEMBER �., l� @24" O.C. MAX. EQF EQ 1/2" TO 3/4" ALUM. SPACERS (1" 0.0. 7/16"1.0.1 EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 1" x 4" ALUM. TUBE NOTE — EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING -- FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" -- 7 O .7a CONT 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16"0 POP RIVETS EACH SIDE AS SHOWN @ 1" O.C. 81 1/4 -20 MACHINE BOLT . & WINGNUT (0 12" O.0 FOR PANEL LENGTHS • LESS THAN OR EQUAL TO 104" AND @ 6" O.C. FOR PANEL LENGTHS 9REATER i THAN 104 ". '\.1_ 11a1 I` SEE TABLE 2 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS © WALL MOUNT DETAIL SCALE : 3" = 1' -0" SEE TABLE 2 / -GLASS 1 ' OR DOOR \ 7 b) `— FASTE - NER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" MAX. DESIGN LOAD= ±61.0 P.S.F. O BUILD OUT SECTION (TYP TOP & BOTTOM) SCALE: 3" = 1' - 0" PRODUCT REVISED as complying with the Florida Boiding Code Acceptance No 01 1 22. Espi lion ate()5 ZC)O By Miami D u ct Control Division Elii (U i z� N cn W I- w Q 0 _o Ua O. N.n oti Qw z W U � > _ W � N W to Z 2 NC v J Ill W I- W N • >0. O 0 O N V.J. KNEZEV P ROCESSIONAL F _CPI `- License No: P 003:1 c 0 01 0 0 e s 4 0 0 a N 0 0 a Z a S z ■ 0 VI U, 5 2002 /// Idete 03/06/01 I ac AIe - - - - -I dr.yn by AS NOM) I AV ldei gn lIin•cl.•d oy) 01.0 V,.+ I Or eying no 01 -243 sheet 4 of 10 EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) N N SEE TABLE 2— ANGLE MAY VARY 00 GLASS OR DOOR 1/4 -20 S.S. BOLTS W/ WINGNUTS ® 24" O.C. MAX. (TYP.) O ALT. CORNER DETAIL SCALE : 3" = 1' -0" ,—NON- STRUCTURAL FINISH 5," MAX. / MATERIAL BRICK OR WOOD I ; 1/2" 6" .5 ELCO (T.V A.S.) PANELMATE FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2' m ; ml O i _ ! z : W ' J ■ J z a X x 1�— E J (MAX. DESIGN LOAD ± 61.0 P.S.F.) ® WALL MOUNT SCALE : 3" = 1' -0" 6" 1 /z' MAX. 3/8"0 HOLE FOR FASTENING PANEL sA STUD ANGLE 1/4 " -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 2" x 2" x 0.125" CONT. TO 4"x4 "x0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" ) GRADE 40. GALV. STEEL ANGLE. C 1a GLASS OR DOOR- SEE TABLE 2 ( 8) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. ", IN CONC. @0 4" O.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" N 1 1a1 1- 1 /2 ", , 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. J. W � a o. v+ X " < 1/4 -20 S.S MACHINE xZ BOD NUT EW 12LT " AN O.C. J J X a z m - r 1/4" 0 POWERS CALK-IN (al 4" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 P.S.F.) O EDGE MOUNT DETAIL SCALE : 3" = 1' -0" 8" x 3" x 1/4" ALUM. ANGLE 1/4 " -20 STUD W/ NUT ® 6" O.C. 2" x 3" x 1/8" ALUMINUM ANGLE z m GLASS OR DOOR SEE TABLE 2 GLASS OR DOOR SEE TABLE 2 -' /J/ / ---2" x 4 x 1/8" CONT. �- • ALUM. TUBE (6063 -T6) / / , `— i 1/6 "0 POWERS CALK -IN @ 6" O.C. " EXISTING CONCRETE.. HOLLOW BLOCK, OR WOOD / FRAMING '1/2" .6 (MAX. DESIGN LOAD It 72 P.S.F.) U "PASS THRU" DETAIL U SCALE : 3" = 1-0" MAX. NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. 2) CONT. ® HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 1 la .oi in x u Z W J J W 2 a a. 2" x 2" x 093 ANGLESTUO z 8 J I 3/4" PLYWOOD MAX. 1/8" TILE FINISH MATERIAL WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 12" O.C. W/ 1 -1/2" MIN. EMB "C IN WOOD. 1/2 "0 THRU BOLT (ASTM A 325) @ 12" 0 C —1/4 POWERS CALK -IN (al 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD - 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 b d 1" x 2" 2" x 2" 2" x 4" 2" x 5' OR 2 ' x 4" OR 2" x 6" P.T. WOOD BLOCKING REFERENCE CONNECTION SCHEDULE 2 x 0.055" 6063 -T6 ALUM. TUBE 1/4" MAX. WI J m 1 a WI W V1 1 x m E J PRODUCT REVISED as complying with the Florida Bolding Code -1, Acceptance No 01" Expiration Date Dy Mia Division tardriIL •. roduct Cootrai C) z Z� - f O1 W u I— 3 < —o U d O. co y co cc Q 2 U > E W ,- J N 3 Wv Z Z Yu J W Ui W N • • Q J a o 0 ‘ co O N x U YI w 2 V no 0 ed 0 3 V.J. KNEZEVICH L NIOFESSICNAL %NNEER In t4anso NO 1 o 0 V at. 03/06/01 [ at •I• Orwn by •f NOTED I(. AV Ae•.gn by II cn•ch•O b yi nia v ,K Or wrong no 01 -243 v I sheet 5 of 10 c EMBED. -1/2" MIN GLASS OR DOOR SEE TABLE 2 2" MIN. 4 —GLASS OR DOOR SEE TABLE 2-- O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 1/4"0 RAWL CALK -IN @ 4" O.C. GLASS W/ 7/8" MIN. EMBED. IN CONC. OR DOOR— OR HOLLOW BLOCK 1/4" -20 STUD & WINGNUT. PANEL TO ANGLE CONNECTION ) 12" O.C. FOR PANEL s 8' -8" AND 6 O.C. FOR PANEL LENGTHS GREATER THAN Om W J m a t- w w © CONT. to J DETAIL AE 1.. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = V - 0" SEE MIN. SEPARATION 1" x 2" FROM GLASS SCHED. 2 x 2" x 0 . 055 " 6063 -T6 ALUM. TUBE TABLE 2 i \ 2" x 4" 2" x5" OR2x4OR2x6 P.T. W000 BLOCKING -SEE TABLE 2 / 1 I, NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. A ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" MIN. TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125' QUARE HEAD 5/16" I.O. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) ® C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE GLASS OR DOOR— 4a � 2" x 3" 2" x 6"x 1/8' I12" x 5"I 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 3" EMBED. 1/4 "m MA NE CHI I ,_,, \ BOLT (al 6" O L `1/4 "m RAWL CALK -IN (6" O.C. 1/4 -20 MACHINE BOL W/ 7/8" MIN. EMBED. IN ONCRETE & WINGNUT (M 12" 0.C.- OR BLOCK OR @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) 1 la -- ®;CONT t . , 1 I! USE 12 ROIWITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD FINAL LOCATION OF STUD L NON - STRUCTURAL 2 -1/2" ,— EXISTING CONCRETE. (6:1 0 HOLLOW BLOCK, OR WOOD FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. STORM PANEL BUILD -OUT AC SCALE : 3" = 1' -0" B Ni Di. Won 0 ASSEMBLY (ISOMETRIC VIEW) N.T.S. - 1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. OR @ 6" O.0 FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) 1/2" 0.0. x 1/4" i 0. x 3/16" NYLON BUSHING �. OR 1/4 -20 S.S. NUT (TYP.), PRODUCT REVISED is complying with the Florida Raiding Code Acceptance N oQ4 T Expiration Date • Da uct Control (Ui z _ r I cn W u • 5 . < r u) 8 Z 1-, a a 3 a° �g Q r J o . O N W ya s ^ ; W S a W w r Q( it 2 a — x 2 = • U ; 1 ° >z NI a W: N> j r ZZ Z ~w o Yu r V.J. KNEZEV) r nor ESSION L Lkonsa MA N c 0 In m 0 r. • • 8 a 0 ; ham 1 - 4 • V1i. !. O gal 7- 3 ga A c4 C a re. , 03 /06/01 ( oI . f ar .. . " er �s NO1[o •v a••.g o cn.cked b GI: JL _ .. v Ix drawing no 01 -243 sheet 6 of 10 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD P.S.F. MAX. N CONNECTION �) N. 2" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NE 1) OT SPANS UP TO (S NOT E 1) 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE 7h1H111111H111111111 1/4 1 (MIN. \1la "m ELCO TAPCON w/ -3/4" MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 48 12 12 12 12 12 12 12 12 12 11 12 7 9 12 7 62 12 12 12 12 12 12 11 11 12 9 12 6 8 12 6 67 12 12 12 12 11 12 9 10 12 8 12 12 12 12 12 6 6 6 6 6 . Imlm1mI I'I 12 12 — 12 __ 12 12 72 12 12 12 12 10 12 8 10 12 7 92 12 9 10 12 8 12 6 8 12 6 112 12 6 8 12 6 12 6 8 12 6 200 12 6 8 12 6 12 6 8 12 6 *€1212111.1111.1111111.1B>. *g0:1111=1.111119 1/4 "m ELCO MALE/ FEMALE"PANELMATE" w/ 1 - 3/4 MIN. EMBEOMENT '4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 48 12 12 11 12 7 12 11 8 12 5 10 3 5 10 3 6 2 12 12 9 12 6 12 5 6 12 4 9 4 7 3 6 7 12 10 8 12 5 12 4 6 12 4 9 4 7 3 72 12 8 7 12 5 11 4 5 11 3 9 4 7 92 12 4 6 4 9 \ 4 7 3 9 4 7 L� 112 10 3 \\ 5 4 9 3 3 9\ 9 4 4 7 7 3 3 9 9 \ 4 4 7 7 3 3 7 200 48 ` 9 12 12 12 12 12 12 12 12 12 12 12 7 8 12 62 12 12 12 12 12 12 11 9 12 9 12 6 7 12 6 1/4 "• W/ 7 & 1/4 STEEL (MIN. 3.000 MI n111111 � POWERS CALK /B" EMBEDMENT - 20 STAINLESS MACHINE SCREW P.S.I. CONCRETE) -IN 67 12 12 12 12 11 12 10 9 12 8 12 6 7 12 6 72 12 12 11 12 11 12 8 B 12 8 12 6 7 12 6 92 12 9 9 12 8 12 6 7 12 6 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 200 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 48 12 12 12 12 8 12 12 10 12 5 11 3 6 11 3 62 12 12 10 12 6 12 5 7 12 4 10 3 5 8 ( POWERS RAW RAWL NAIL -IN W/ 1 -1/9" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 67 12 12 11 8 12 12 I N 12 12 4 4 7 6 12 12 4 3 10 10 I N I M 8 8 9 2 12 4 7 12 4 10 3 5 8 3 10 3 5 8 112 10 3 5 9 3 10 3 5 B 3 10 3 5 8 3 200 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 al 1 /4 "m DvNABOLT ANCHOR (MIN. 1000 48 12 12 12 12 12 12 12 11 12 9 12 5 6 12 5 62 12 12 11 12 9 12 9 8 12 7 12 4 6 12 5 67 12 12 10 12 9 12 7 7 12 6 12 4 6 12 5 ITW RED HEAD SLEEVE W /1 - 1 /8" MIN. EMBED. P.S.I. CONCRETE) 72 12 12 10 12 8 12 6 7 12 6 12 4 6 12 5 92 12 7 7 12 6 12 4 6 12 5 12 4 6 12 5 112 12 5 6 12 5 12 4 6 12 5 12 4 6 12 5 200 12 S. 6 12 5 12 4 6 12 5 12 4 6 12 5 • (MIN. `` 1 1/4"0 ASHLEY QUICK -SET SCREW WITH 1 - 1/4" MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 48 12 12 12 12 7 12 11 10 12 5 10 3 6 10 3 62 12 12 10 12 6 12 5 7 12 12 4 4 T(O�I S 7 3 67 12 10 9 12 5 12 4 7 5 7 3 72 12 8 9 12 5 11 4 6 11 3 9 \ 5 7 3 12 4 7 12 4 9 5 7 3 9 9\ 1111 I -I -1 7 7 HIMIM 92 112 200 10 9 3 7 5 5 9 3 9 \\ 5 7 3 7 3 9 \ 5 7 3 9 7 48 12 12 12 -- 12 ------ 12 __ 12 12 12 12 12 _ 12 12 8 7 12 12 12 - "'_.' 12 9 8 7 12 12 12 12 12 12 12 12 ._. 12 11 12 ...... ,2 12 - ' 12 •-- 12 12 12 12 11 7 12 �10 10 _ 9 .-- 7 12 , ......... 2 12 --_ 12 . - ..--- 12 12 _. .11 11 ._ 10 8 12 12 12 .._. 12 _ 12 a�rfrir�r m�rIr1r'ri 12 12 12 -- .....- 12 -- . 12 Pmjm't mlm 62 67 !� 11 !J 1 /4'm DROP SIDEWALK HEAD) MIN. (MN. 3.000 POWERS RAWL - IN & 1/4 - 20 BOLT (3 /4 "0 W/ 1 - 1/6" EMBEDMENT P.S.I. CONCRETE) 72 92 12 112 9 8 12 12 7 7 7 12 112 8 8 12 7 7 12 112 7 12 7 7 12 8 1 200 N !! Ii e . 7 O c�'zo! ID i �'� ,' O A .I 1 Im ° ., o I . N 5 ; —I o Es. ', i • ; ■ _ ' ; ° II r• i; ••I �>- 131 j'��.'___J Ca p i e.r. 03/06/01 revisions , im % R I 20 GA GALV. STEEL STORM PANEL KNEZEVICH & ASSOCIATES, INC,; CONSULTING ENGINEERS • PRODUCT TESTING ^o: aete'Dyl description 3 y a - x Z 1 10)/04/01.13‘6 PAL V. OAAVMp No. e0• °1 � 0 101 /0 ° /D 1260 N. UNIVERSITY DRIVE. SUITE 180 • FORT LAUDERDALE. FL 17322 ' TEL: (954) 382. 2600 • • FAX. 1950 362.2989 • • FLORIDA COA • •3206 ! WEBS WWW .KNEIEVICH,CO M E•MAII: KA(g1KNE2EVICHCOM . o�n7/o1n�8GD0 ttsruc a DCCO cOrotN 10rNA :rd:.Lt: ! �f MADDEN r ,- , Manufacturing F -. " 1 OA /011/02 A1; euo CaaCNTS D saw ROM m I N _ n' I p m j11 sal 1 011If /OIVAti pCNCAAI NOT[i 4 I 1 COPYRIGHT 0 2002 KNEZEVICH 4 ASSOCIATES, INC. , I $T O R N PANELS • • RrmNBOw PRODUCTS f I ' ' O C ANCHOR NOTES: 1. SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 7' - 6" (SEE N OTE NOTE SPANS UP TO 1 (SEE NE 1) OT CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4•I 5 HOLLOW CONCRETE BLOCK , 1h111 1 111111111111 11111 ? 1/4 "� (LCD TAPCON W/ 1-1/4" MIN. EMBEDMENT 48 12 12 9 12 5 12 8 7 12 3 7 4 , 7 62 12 10 12 4 9 3 5 9 3 6 r 3 5 67 11 7 6 11 3 8 5 4 8 I � . ! / � 6 3 5 / 72 11 5 6 11 3 8 / ' 6 3 5 i 92 8 3 5 8 / 6% f 3 5 / 6 3 5 112 7/ 4 6// 6� 3 5 , /� 6 3 5 /! //, 200 6 ` 3 5/ 6 /// 3 5 � 6 3 5 * 441_4==> 1 //4 "ce ELCO MALE/ FEMALE "PANELMATE" W/ 1 - /4 MIN. EMBEDMENT L 1/4 - 20 MACHINE SCREW WITH NUT 48 12 12 11 12 8 12 12 8 12 5 11 6 11 3 62 12 12 9 12 6 12 6 6 12 4 10 5 8 3 67 12 10 8 12 5 12 5 6 12 4 10 5 8 3 72 12 8 7 12 5 11 4 5 11 4 10 5 8 3 92 12 4 6 12 4 9 3 4 7 3 10 5 8 3 112 10 3 5 9 3 9 7 3 9/ 4 7 3 200 9 /. 4 7 3 9 //j 4 7 3 9 4 7 3 >✓k 1/ /• W/ 7 & 1/4 STEEL -IN T 48 12 12 10 12 6 12 10 7 12 5 9 1. 9 3 62 12 12 8 5 12 5 5 12 3 8 4 6 7 / . " , �- � 7/. f 11'1'l"I POWERS CALK /B" EMBEDDMEENT -20 STAINLESS MACHINE SCREW 6 7 12 9 7 4 11 4 5 11 3 8 8 r 97 4 4 4 4 6 6 7 2 12 11 7 4 40 12 4 10 3 5 10 3 92 11 3 r�77-- �// 8 8 VI / � 4 4 6 6 / / 8 8 ' 112 200 9 8 / - 4 4 8 / 6 8 �// 4 6 / 8 / 4 6 48 12 10 12 5 11 7 7 11 3 7 O 4 4 4 17 5 5 // 7 // 62 12 7 12 4 9 3 5 9 V / 6 6 a C 67 11 7 11 3 8 3 5 8 ! 1/4 "m POWERS RAWL ZAMAC NAIL - IN W/ 1 - 1/8" MIN, EMBEDMENT 72 10 5 6 10 3 7% 4 7 6 4 5 ,7/ // 92 8 3 5 8% / 6 4 5 6 4 5 112 6 7 / 4 6 !/� ✓ 6 4 5 6 e 4 5 / //• 200 6 //, 4 5 / � / 6 4 4 5/ 6 6 5 11 1 ,:1 1 /4"0 DYNABOLT ANCHOR 48 12 12 8 12 6 12 10 6 12 4 9 3 9 3 62 12 12 6 12 5 11 4 4 11 3 8 3 6 /;,; 67 12 9 6 12 4 10 4 4 10 3 8 3 6 -. r // ITW RED HEAD SLEEVE W /1 -1/8" MIN. EMBED. 72 12 7 5 12 4 9 3 4 9 3 8 3 6 9 2 10 3 4 10 3 . • T � f / 8 3 6 8 3 6 112 8 7 3 7 8 8j l� 7 3 3 6 6 ,/ 8 8 3 3 6 6 200 8// 3 6 48 12 12 12 12 7 12 11 10 12 5 10 6 10 3 6 2 12 12 10 12 6 12 5 7 12 4 9 5 7 111`11`1111 4F.> 1/4 ASHLEY QUICK -SET SCREW WITH 1 -1/4" MIN. EMBEDMENT 67 12 12 10 8 9 9 12 5 12 11 9 9/ 9 4 7 12 11 7 _ 7 7 4 3 3 _ 3 3 9 9 9 9 9 'i ' �� I e J , f 5 1- -^1 7 7 7 7 7 - 3 3 3 3 _ . 3 3 72 92 12 5 4 //` 6 5 — 5 5 12 __. 10 4 _ 3 7 _ 5 5 12 _ 9 7 4 _ 3 3 112 2 0 0 9 �, ANCHOR NOTES: 1. SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. revisions r $ < i 20 GA GALV. STEEL KNEZEVICH & ASSOCIATES. INC. . 3H� ( STORM PANEL CONSULTING ENGINEERS • PRODUCT TESTING! D 0• PREY. Ov1T /07 Ol CU00 TELfTILTING O CAA WINO NA, WO COtME s4. 7 1 r ��_ S ?< , ' INA N. UNIVERSITY DANE SUITE t 80 • FORT LAUDERDALE FL YL322 I Z P Z ' ,pis . .•/ Street ; O t 5.1 o 7 O• /os /oa As ; oCCO CONMNfl s N i u e - j m • 4 -J.L. 1 N or �"'o. u 7 ,osns/oar•s OMtA NOTES AI N I N p..2-. C r _ I TEL (931) 382.2800 • FAX: AO 282.2989 •FLORIDACOA 03205 it! i . n I I : MAD D E N o• ( ; 1) ' 7 :�'1 WEBSITE: W W W.KNE2EV ICH.CO' • EMAIL KADKNEZEVICH.COM ; i P j ,1 Manufacturing :6G- p;y si1 ,r.:b; _ Q) • • 0 v \ ( I , * I w:CC.UI S , COPYRIGHT 0 2002 KNEZEVICn & ASSOCIATES, INC. , i�J '• I f . g `� 1 o I . t� L ., ' ! STORM PME:S • RAMBO* mown . i FASTENER ANCHOR SCHEDULE LOADS AND SPANS - MAX. SPACING (IN.) RED'D FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 12. 0 .. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 c 5 CONNECTION 1 TYPE 2 3 c 5 QOOM 4 8 12 12 12 12 12 12 12 10 12 11 12 7 6 12 7 6 2 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 1/6 ■ MIN. 3" LONG LAG SCREW WI MIN. 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 ' 1 I 7/16"0 W/ 5/8" & 1/6 STEEL c8 12 12 / 12 8 12 12 / 12 5 11 3 1 3 62 12 12 / 12 6 12 5 / 12 4 10 3 7 3 NIi WOOD BUSHING N. TBEDMENT MI EMBEDMENT ST MACHINE SCREW 67 12 11 / 12 5 12 4 % 12 4 10 3 J /� 7 3 72 12 8 j 12 5 12 c f 12 3 10 3 / z 7 3 92 12 4 12 I. 10 3 / 7 3 10 3 �/ 7 3 112 10 3 9 3 10 3 7 3 10 3 7 3 200 10 3 / 7 3 10 3/ 7 3 10 3/ 7 3 * c 8 12 12 12 12 12 12 12 12 12 12 12 8 9 12 8 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12. 7 ,It t /c"m FEMALE 1 - 7/8" b 1/4 SCREW ELCO MALE/ "PANELMATE" W/ MIN. EMBEDMENT -20 MACHINE WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 05/15/02 16: 47 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOW IN TA STORBLE 1M PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE . EN ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. 2 . AN SH C HO R 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. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 5. FIELD NOT PLYWOOD. VERIFY HAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. T 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE " G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. 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. 8. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (a7 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.A -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. PRODUCT REVISED as complying with the Florida (Inkling Code 31 L Z Acceptance N I - Q Lj L001( Ezpi ion Date By Miami Dad '' uct CoOti'l Di'. isino Uz Z;- — W U r W u I- z < 0 - O ¢ 0. � y co O: Q W z 06- = z U o ] - z UP' N W n Z z Y ci J W W H N Z • > Q a [7 O cn O N 0 0 8 V.J. KNEZE POOFCSSION ER FL Llcrnsaa . .. 109 A. M,tik� 2002 1111 • 8 11 1111 e.r• 03/06/01 L S NOT[O dff an nT r oie dr .`rin0 no. ( 01 -243 sheet 9 of 10 (cnf<w.d e t{ ( vPI • nc /.c in, ,. NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS PRODUCT REVISED as complying with the Florida Buiding Code Acceptance Nop1 ().3I5 Ezpir>ltion Datet)S/ r 1l 7008 By Miami Dad( uduct C Division Arie 4 A5 en r V.J. KNEZEV1CH I PROFtSSIONAL Mc/ MEE =l License N • 0109 e.1 e1 C 0 N d AY . 5 Z00 O 2 3 a a 0 0 0 8 g 3 S s 0 a s'o p 0. N O Z a 3 0 i 3 dr ev.nq no 01 -243 [Jot. 03/06/01, eceie er.urn by ( AS NOtto1 [deign 0�9 1 .c6. v m � sneer 10 of 10 ' MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD 1W (P.S.F.) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) i BAR NO BAR NO BAR 30.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4 - 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/2 7 - 0 2 -1/4 2 -3/4 1 -1/4 8- 8 2 -1/4 2 -3/4 1 -5/8 12 - 0 3 -1/4 3 -1/4 2 -3/8 40.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/8 7- 0 2 -1/4 2 -3/4 1 -1/ 8- 8 2 -1/4 2 -3/4 1 -1/2 10 - 8 3 -1/4 3 -1/4 1 -1/4 50.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/4 7- 0 2 -1/4 2 -3/4 1 -3/8 8- 8 2 -1/4 2 -3/4 1 -3/4 9- 7 3 -1/4 3 -1/4 2 60.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 S- 0 2 -1/4 2 -3/4 1 -1/8 7- 0 2 -1/4 2 -3/4 1 -3/8 8- 8 2 -1/4 2 -3/4 1 -7/8 8- 9 3 -1/4 3 -1/4 1 -7/8 70.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4 - 0 2 -1/4 2-3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/ 6 - 0 2 -1/4 2 -3/4 1 -1/4 7- 0 2 -1/4 2 -3/4 1 -3/8 7 - 10 2 -1/4 2 -3/4 1 -3/4 • nc /.c in, ,. NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS PRODUCT REVISED as complying with the Florida Buiding Code Acceptance Nop1 ().3I5 Ezpir>ltion Datet)S/ r 1l 7008 By Miami Dad( uduct C Division Arie 4 A5 en r V.J. KNEZEV1CH I PROFtSSIONAL Mc/ MEE =l License N • 0109 e.1 e1 C 0 N d AY . 5 Z00 O 2 3 a a 0 0 0 8 g 3 S s 0 a s'o p 0. N O Z a 3 0 i 3 dr ev.nq no 01 -243 [Jot. 03/06/01, eceie er.urn by ( AS NOtto1 [deign 0�9 1 .c6. v m � sneer 10 of 10 ' 20 GAGE STEEL STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (P.S.F.) FOR MOUNTING CONDITIONS E. G. H. I. J. K. K1,L & FOR MOUNTING CONDITIONS W. Y. Z. AB. AC &AD L MAX. (FT -IN) L MAX. (FT -IN) 3 0.0 12 - 0 10 - 6 3 5.0 12 - 0 10 - 4 40.0 11- 11 10- 0 45.0 11 - 9 - 8 48.0 10 -10 9 -6 50.0 10 -8 9 -5 55.0 9 -8 9 -2 60.0 8 -10 8 -9 62.0 8 -7 8 -7 65.0 8 -2 8 -5 67.0 7 -11 8 -2 70.0 7 -7 7 -10 72.0 7 -6 7 -7 75.0 7 -5 7 -3 80.0 7 - 4 6 -10 90.0. 7 - 6 -1 100.0 6 -6 5 -6 110.0 5 - 10 S - 0 112.0 5 - 9 4 - 10 12 0.0 5 - 5 4 - 6 130.0 S - 0 4 -2 140.0 4 -7 3 -11 150.0 4 -3 3 -8 160.0 4 - 0 3 - S 170.0 3 - 3 -2 18 0.0 3 - 7 3 - 0 190.0 3 - S 2 -10 200.0 3 -3 2 -9 • nc /.c in, ,. NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS PRODUCT REVISED as complying with the Florida Buiding Code Acceptance Nop1 ().3I5 Ezpir>ltion Datet)S/ r 1l 7008 By Miami Dad( uduct C Division Arie 4 A5 en r V.J. KNEZEV1CH I PROFtSSIONAL Mc/ MEE =l License N • 0109 e.1 e1 C 0 N d AY . 5 Z00 O 2 3 a a 0 0 0 8 g 3 S s 0 a s'o p 0. N O Z a 3 0 i 3 dr ev.nq no 01 -243 [Jot. 03/06/01, eceie er.urn by ( AS NOtto1 [deign 0�9 1 .c6. v m � sneer 10 of 10 ' Dat y U Time Type Insp'n Permit No. N r t� Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 3 5? \-14)c V Compan 3 " 0 3 ? 0 Phone # For Inspector] / Approved Correction Re- Insp'n Fee Name & Date J(A "s?, \iv\ Date FEES: PERMIT APPROVED: Zoning Mechanical 9- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Legal Description Job Address f\kE, I41 .§1- Tax Folio � Owner/Lessee /Tenant `q V � G� 2, t� 2 .�'{'a. Master Permit # 9 Owner's Address Sg AE, .� I • M alwl S ..c Phone `GL��LS (— 01$0 Contracting Co. P q l i i S z > \ LO h \ n j S Address — 7 4 1 ( A Sr. ?' i ;4r) I �. Qualifier ' 5 O (, I O ;s' ss# Phone (c ).) ?.+E!i S - 21314 State # r + Municipal _ #__, Competency # Ins. Co. Y Architect/Engineer E�r-n l i c C,ao.5 l tia Address 2.(o S it) 42. 1 • ; M i cu.(); TL Bonding Company Address Mortgagor Address Permit Type (circle one): GILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION C\r )ck.S -At() 1 7n Square Ft. 0 C)O Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: ify hat al l the ho r rize the information n amn is contractor n do the all w r 11 be done ',Jcompliance with all applicable laws regulating construction and '' Ladi, Signa tof owner and/or Condo President D to Signature o Contractor o' Owner- Builder Notary ys to Owner and/oriCondo President My Commission Expires: RADON Plumbing ( )N. p " — o( Date Historically Designated: Yes No No : as to Contractor or weer- Builder My ommission Expires: .. _.. C.C.F. ° NOTARY — 0 BOND Electrical -3_1 ,NJDIIH MAN13110 MY COMMISSION # CC 974238 EXPIRES: Octaber 10, 2004 &Mad nee NU ndern e A/ TOTAL DUE Date y -3 -0/ Date Structural Engineer 1 C A 5 4/ 5o,0 at13 -0) -' i /ct7 PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT - SECTION BY DATE ZONING • ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL I. Subject to compliance with Ott Federal, State. County. Village Mes and regulations. Village assumes no responsibility for accuracy otfor resutts trove these puns. 2. fills copy of plans must be avallabte on buliding site at no Inspection wtfl be conducted. DATE ZUNIJVG • 4 2i-4/(2/ CRITIQUE SHEET P r t. COMMENTS 1414) divip x1 Q4 7 /c co s ty he ‘::z.s waP s clootyW/t*tiCO&V yr fr l f d4(-7 7‘a) G� l�lp , %2 INITIALS eqr-, STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, 'Miami Vi��uc�e AFFIDAVIT /far, L44 (property owner) attached survey, performed by ALL- (yo U NT Y 3J. V E Yo k s (name of surveyor's company) performed on $ - �� - 9 , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to t . other permits.. Further, Affiant sayeth naught. (s , does hereby attest that the gn and p SWORN TO AND SUBSCRIBED before me thisa day of -- L V'; [? Affiant isp�c ovally known to me produced as identification. f - L (?i84/ STATE OF FLORIDA STATE OF FLORIDA ) ) SS. COUNTY OF MIAMI DADE ) (ACKNOWLEDGEMENT - INDIVIDUAL) ) SS. COUNTY OF MIAMI DADE ) The foregoing instrument was acknowledged before me on Porec-g Signature of Acknowledger: Name of Acknowledger: Title or Rank: Serial No.(if any): (ACKNOWLEDGEMENT - CORPORATION) l by , who personally kno s to me or who has produced as identification and who did (did not) take an oath. 4t 4 C / di) l�l aae/r 6 (Typed, Printed, or Stamped) EXPIRES: October 10, 2004 3onded Tin Notary Public Undeddlms The foregoing instrument was acknowledged before me on by of a corporation, on behalf of the corporation. He/She is is personally known to me or has produced as identification and did (did not) take an oath. Signature of Acknowledger: Name of Acknowledger: (Typed, Printed, or Stamped) Title or Rank Serial No.(if any): 4 RECEIPT Shot:714 BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 e AR11,0„. contractor /owner, picked up 2 sets of plans for p1 (address) A� cr4+ c.S from the Building and Zoning Department on (date) 4 12 /©t to have corrections done to plans and/or et County stamps. I g tY understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. } • . -- .1 i f F ele,vo* • • Rcck Vc;\ h r\1 L • ISOMETRIC VIEW 5 EE LC) CO (0 CC W LLI co Z LO W LLI M C.3° :. N ,L - - Li ° I 1 > CC) J CO CO z el N N 8 Paradise Awnings Corp. 7491 N.W. 8 St., Miami, Fl 33126 Telephone: (305) 265 -2094 Mr. Victor Peralta 358 N.E. 94th St., Miami Shores, Florida FABRIC CANOPY SCALE N.T.S. SHEET 1 OF 2 I 04/07/01 PIPE LEGEND ALL PIPES 1.315" ODx14 GAGE GALVANIZED COLD FORMED STEEL. EXISTING C.B.S. OR POURED CONCRETE WALL REQ'D. 1/4 "0 x 2" EMBEDMENT LONG HILTI KWIK BOLT II ANCHOR 7491 N.W. 8 St., Miami, Fl 33126 Telephone: (305) 265 -2094 O 2 / DETAIL 99 X" SCALE: N.T.S. Paradise Awnings Corp. 0 SEE LEGEND 2" X 2" X 1/4" STEEL PLATE (RED OXIDE PAINTED) Mr. Victor Peralta 358 N.E. 94th St., Miami Shores, Florida an to CD CC o tat o w CO o Z LC) wcv) o_ CO 0 w o J N y t� tg J) z U ) c < i=cy � Q FABRIC CANOPY SCALE: N.T.S. SHEET 1 OF 2 I 04/07/01 0- )P-1:9,„ • DEC 02 131$ iRU11.VdAtgit Milk !li: 3UAO333 I y ea+sa ••, tnwatao14on NANV M UW1T & Vli7VO& PUALT% MOM= VMS Oil *ZPVPUC TM*INsuMANQ COMPANY YNC rrs ANWO&MUM S . 1 Altefie di *ice SKETCH OF SURVEY IN A/0 5 • • a MOM am. A te , me ' .000, AlAS Fans tM7f = O taut N IU► AveAr r r• M out • • • sumo m aim AWfOWQai$ � ?1ON • �� aT UttM 4 IMTOae.Y4ds1U1,+ eii Nitsi iiitAf{ap1eat let *ND 'MOW T14QOINR/rMons MOM 4WD tNi11.OP10KbY0/ 46144014101 0AmeW M ' I Nra r Smilvtlfsase tt Mente. SSWA nowt IL sat . won' u N * •Loa( 44 Of•MMUoMax of MIAMI mass. NATION ONP ACCOIIfl9O TO TIM PL.AT?A1TOR Al iJC HU' DI NAT TER, � MGM 01 AAi1f COMM r!• • ti Wimp umutawne Ms abet MOM • • BOUNDARY SURVEY FOR MARK MCDIWITT £ wawa MALTA SAVEND,._ MAMAS Limos maw ow PHONE: 4i it 7Rr7 • j�i��. �Y6Q iM. MOM AR. IA. • FL 3Z9ti r� }t1 71 ft.71 1r I)`, llr ll�ltl(i tl;i(t kb? `11i1 (1 ) hid Yrl / 71. lcl J►' ilii1'1iir.: ._Ttl'i'(.it:li:l;,.��.; It ,Y( i :11:11 • 'E= I. . P " f ( 1 , t(: ,+ �t i, ;j" f[r1rJ�r1if ft� 1�T1( It Certtttt;. te rof flame 3eitance REGISTERED APPLICATION CONCERN No. ISSUED 31' Dote Work Performed 1/4/00 GLEN RAVEN MILLS INC 1831 N. PARK AVE GLEN RAVEN, NC 27217 This is to certify that the materials described on the reverse side hereof have been flame - retardant treated (or are inherently nonflomable). FOR FA36801 ASTRUP COMPANY CITY CLEVELAND STATE OAP X411 Certification is hereby made that: (Check ". a." or" "). (a) The articles described on the reverse side of this Certificate have been treated with a flame - retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used GLEN RAVEN MILLS INC Nome of Production Superintendent Customer order # Astrup Invoice # 1262217 AT 2937 WEST 2 t t TjtEET _._ Chem. Reg. No. Method of application X X j (b) The articles described on the reverse side hereof are made from a flame- resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame- resistant fabric or material used F R SUNBRELL A Reg. NoFA- 3 6 8 0 1 The flame Retardant Process Used Will ninT Be Removed By Washing (will or will not By STEVEN L. ELLINGTON By Title We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, - `arlgiria! copy" -of _witb -the California State Fire- Marsbal, The ASTRUP COMPANY • Control/ Lot # Quantity I YD Description SUNBREL.LA FIRESIST Product Code 89863 7 ?"1..I1Mc: • :G .• MEC,111.' ' I • ••• • j• • a...a.... • f!,numpt ral.M0 MORES VIILASE SHORES VP,. OR /,'CCU'af'1 GS i TI-Vi SOUTh 110;A CE A ADOPIED T.! • 3:i0RE: ;S REQUIRED. Ti-iE LrCT, DU9..D:ra 8 S113 AliE GCP ‘:!; THE . 11LEOCE OF AL!. OUIDING VaiErrhytn M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 SVEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 New Agc Windows & Doors Corp. 7196 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Single Ifung Window APPROVAL DOCUMENT: Drawing No. \V95 -45, titled "Mum Single I lung Window ", sheets 1 through 3 of 3, prepared by Al Farooq Corporation, dated 10/17,95 with revision C dated 07/11/02, signed and sealed by I Iumayoun Farooa. P.E. bearing the \liam.i -Dade County Product Control Renewal stamp with the Notice of Acceptance number and c>', .ration Llie - .r.c \ ;._ :.. -Dade County . Product Control Division. MISSILE I \1PACT R: \TING: None LABELING: Each unit shall bear a permanent .:het with the manufacturer's name or logo, city state and following statement: "Miami -Dade County Product Control Approved ', unless otherwise noted herein. RENEWAL of this NOA shall be considered a :'cr a renewal application has been filed and there has been no change in the applicable building code negatively a ;? the performance of this product. TERMINATION of this NOA will occur 3: the expiration date or if there has been a revision or change in the materials. use, and. or manu'actu're of the prod'. :ei r process. Misuse of This NO.\ as an endorsement of any product, for sales, a dvertising or any other p urpo: cs shall auto :l :a : :caily terminate this NOA. Failure to comply with any section of this NO:\ shall be cause for :e -... ; .. ;on and removal 01 ADVERTISE \TENT: The NOA number preceded by the words Miami -D:de County, Florida. and lollo'oycd by the expiration date may he displayed in advertising liter: ;.:re. 11 any portion 01 the NO.\ is displayed, then it shall he done in its entirety. INSPECTION: :\ copy of this entire NOA shall he provided 10 the user by the mant:facturcr or its distributors and shall be available for inspection at the job site at the request ofthc Building Ol ;ie :o1. This NOA renews NO.A # 99- 0601.02 and, consists of this page 1 as well as appr oval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NO.A No 02- 0S01.02 Expiration Date: September 26, 2007 Approval i)atc: September 12, 2002 I'aL 1 ALUM. SINGLE HUNG WINDOWS (1 OYES 1) WINDOW DIMS. 3/18 -ANN. GLASS 3 /18 TElMP. GLASS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) 1NT. C -) 19 -1/8" 28 -1/2' 37" 53-1/8 26' (3) • 60.0 121.0 60.0 121.0 60.0 121.0 60.0 121.0 60.0 89.8 60.0 89.8 60.0 62.6 60.0 62_6 19 -1/8" 26 -1/2' 37' 53 -1/8 38 -3/8" (4) 60.0 121.0 60.0 121_0 60.0 113.3 60.0 1133 60.0 81.1 60.0 81_1 60.0 56.5 60.0 56.5 19 -1 /8' 26 -1/2' 37' 53 -1/8 50 -5/8" (5) 60.0 121.0 60.0 121..0 60.0 107.3 60.0 107_3 60.0 76.9 60.0 769 60.0 53.5 60.0 535 19 -1 /8" 26 -1/2" 37" 53 -1/8 56" (5) 60.0 121.0 60.0 121_0 60.0 97.0 60.0 97_0 60.0 69.5 60.0 693 54.4 48.4 58.7 48.4 19 -1/8' 26 -1/2' 37" 53 -1/8 63. (6) 60.0 121.0 60.0 121_0 60.0 100.3 60.0 103.5 60.0 73.4 60.0 74.1 49.3 49.3 54.6 51.6 19 -1/8" 26 -1/2' 37' - 74 -1/4' (7) 60.0 121.0 60.0 121_0 60.0 85.2 60.0 1025 60.0 64.5 60.0 73.4 46.7 46.7 50.1 50.1 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. BASED ON FTL -1804 DATED 12 -22 -97 DESIGN LOADS •• +50.0. -50.0 PSF WATER INFILTRATION TEST a 9.0 PSF TESTED GLASS o 3J16 ANNEAL FD N 1 1 2 1/2 T . 6 .- 1 1 /4" 1/4" - 9 - 1/4" 7 1/2- 1 DESIGN LOAD CAPACITY - PSF 0 z 5 5 3/8' 9 1/2 6 1/4' 9 1/4 7 I/2 ' CO 0 0 3 0 0 z 3 1 5 5/8 12' 9 1(2' 6 1/4' fl 4. 11 ::: 7 1/2' io to W -. 3 0 0 z 3 ANCHOR SPACING AT JAMBS 11" 12 9 1(2' 6 1/4" 9 3/4" I �- 7 1/2' co O 3 0 0 z 3 FOR VARIOUS HEIGHTS 7 1/4' 10 3/4' 12' 9 1/2 6 1/4' 7 1/2" ____L 7 1/4 11 1/4' 10 3/4' 12 9 1(2 II ) 1/4 i 9 3/4" L 7 1/2 n JUL 2 5 2002 EAT: OR. NCIAAYOUN FAR000 STRUCTURES PE 1 165!.1 • CENTER ANCHOR 0 HEAD & SILL READ. ON 3W WINDOWS ONLY ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL WINDOW w10TH 49 3/4" 3/16' -ANN. GLASS i •OR / 3/16'yT�1P /GLASS • 49 1/8' D.L OPG. 50 1 /2" VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT IMPACT RESISTANT SHUTTERS REQUIRED By Mists Dade Product antral Di%is 6 1 /4'MAX. rr p. NOTES; 1. THIS PRODUCT IS DESIGNED TO COuPLY WT H THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING COOE. ALSO FOR YID LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. ).1UST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT RENEWED as complytag vita the Florida Bu$ding Code Acccptsoce No • - • 01 . E piratioa Data a CO1 al c 0 0 0 2 2 a O 0 u o c es n 0 z 0 W 0 $- 0 0 0 a 0. ZS 1. N cc Li' 17,g n m Q Q I a. t/1 O � J 2 z -- Z N - w Wr: y J�^ J 0. 0 0 1 ) drawing no. W95 -45 (sheet 1 of 3_) ...... ...... -- 1 - 1 FRAME HEAD 6063 -T6 INDALEx OR ECUIv. 2 - 1 FRAME SILL 6063 -15 INDALEX OR EQUIV. 3 - 2 FRAME JAM3 6063 -75 BENADA QR EOUIV. 4 - 1 MEETING RAIL 6063 - 15 BENADA dR EOUIV. 5 - 1 VENT TOP RAIL 6063 -T5 BENADA OR EQUIV. 6 - 1 VENT BOTTOM RAIL 6063 -T6 INDALEX OR EOUIV. 7 - 2 /VENT SVEEP LATCH AT EACH END OF TOP RAIL ZAHAK - 8 - 2/ VENT VENT SIDE RAIL 6063 -T5 BENADA OR EOUIV. 9 - 2/ CORNER FRAME ASSEMBLY SCREvS - 0 10 X 3/4' P.H. PHILIPS CRS 10 - 2/ CORNER VENT ASSEMBLY SCREvS - a 8 X 3/4' P.H. PHILIPS CRS 11 - 2/ VENT LATCH AT EACH END OF BOTTOM RAIL 6063 -T6 INDALEX OR EOUIV. 12 - AS REOD. FIN SEAL PILE (.187 X .250) - ULTRAFAB 13 FP- 389 -AV AS REOD. BULB VEATHER STRIP (.185 X .250) VINYL PROTOTYPE PLASTICS 14 860 AS REOD. BACK BEDDING SILICONE PECORA CORP. 15 - AS REGD. GLAZING BEAD ALUMINUM ROLL FORMED IS 3530 2 BLOCK 1. TACKLE BALANCE 2 5/8' BOX, VINDOv CGHPGNENTS 17 - 2 TAKE OUT CLIP AT '3' FROM TOP RAIL STEEL AT EACH JAH3 U W TYPICAL AJJCHORS SEE ELEVATION FOR SPACING 5/8' DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG 1 BY OR 2 BY WOOD BUCK c v 0 J 1/4 DRAIN NOTCH AT EACH END OF INTERM. SILL FLANGE • p i • V1000 BUCKS NOT BY NEW AGE WINDOWS, ►.IUST SU5IAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 3/16' TAPCONS WITH 1 -3/8' MIN. EMBED INTO WOOD. THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/16" TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY GLAZING METHOD: EXTERIOR GL -?ED ',/IT,H ALU`.1. COLORED ADHESIVE BEDDING COMPOUND 'PECORA y=' 860' AND ROLL FORMED ALUM. GLAZING 8.LAD MIN. GLASS BITE = 1/4 TYPICAL SEALANTS: ALL FRA..4E AND VENT CORNERS, AND INSTALLATION SCREWS AT SILL, SEALED WITH ALUM. COLORED SEALANT 'PECORA NO. 860' LATCH OPTIONS: SPRING LOADED LATCH AT EACH ENO OF BOTTOM RAIL OR SWEEP LATCH AT EACH END OF TOP RAIL . -L1 BY OR 2 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY OR 2 BY WOOD BUCK r i VENT WIDTH D.L. OPC. (VENT) WINDOW W1DTH EXTERIOR TYPICAL ANCHORS SEE CHART FOR SPACING 1/4 SHI14 0AX. 0 15 D.L OPG. (FIXED UTE) Engr. OR. NuuAYt3L• FAR000 STRUCTURES • FLA. PE ij 16557 JUL 2 5 2002 PRODUCT RENEWED as complying wlth *hi Florida Melding Code Acceptance No E 'ration Datc By Mla m 1)1. 1.1 ode I'rvduc -06o%.oZ. uotrul O . 7 n O 0 0 J • 1 3 Y rn IN C•4 0 8 O N C O 0 0 0 0 c x P O' X O' O' P �J ) drawing no. W95 -45 ,sheet 2 of 3) T .874 1 .062 TYP. - -I 1.327 .656 .874 1.187 L FRAME HEAD .812 x .437 MEETING RAIL F 1.625 --1 ltY VENT TO? RAIL —1.812 VENT LATCH .062 TYP. FRAME SILL .875 l 1.500 062 TYP. .812 -.583 � 1.346 1.078 054 TYP. L .012 VENT BOTTOM RAIL .900 744 1 } 2.733 .812 .062 TYP. ---ir— SASH SIDE RAIL 1 _1.125_ 1 L1.374_1 FRAME JAMB 1.039 2.043 VENT TOP CORNER VENT BOTTOM CORNER E ngr. DR. HUI.+AYOUN FARO 0 STRUCTURES FL_ PE f 16557 JUL 2 5 2002 FRAME TQP CORNER FRAME BOTTOM CORNER PRODUCT RENEWED as cocoplyiog with the Florida A uiding Code Acccpteace No 0 7 - ES O t •Ot E iratioa Data LW7 I By Miami 1.11.131 c Product Cuotrol l V Z tI Z W O _ ° E : a � o o v, U 1 W Z j r, C o a h L/1 Cr:' CL. w In t` o I in < LJ .- 0 0 0 0 m 1 to • ✓ 0u drawing no. W95 -45 sheet 3 of 3 M ! A. M i •DADE Emit PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Window System, Corp. 70-10 NW 77 Tcrr Medley ,FL 33166 The expense of such testing will be incurred by the manufacturer. APPROVED: 01/03/2002 \\ s045000I1pc2000 \ \templateslnotice accepunce cover page.dot Internet snail address: postmaster @buildingcodeonline.con) MIAMI -DADE COUNTY, FLORII NIETRO-DADE FLAGLER t3UILDI l3UII,DI:NC CODE CO%11'1-I:\.VCI: OI I I Nll: rlto- I): \1)I: I:I.:\(;I.I•:l( ltl 11.1)1' 1.1(1 \1'I:ti l' I'I.: \(il.I:lt S I RI:I: sum.: 1) MIAMI. FLORID:\ 33130 -I (305) 375 -2901 FAN (305) 375.' CONTR.\( I.I('I(NSIM; s1:( - •I (305) 375.22527 FAN (305) 373. (.ON'I'RA(I'OR ENFORCEMENT I)IVISI( (305) 375.29u, FAN (305) 375-2'. Your application for Notice of Acceptance (NOA) of: Series 100 Outswing Aluminum Casement Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate iilaterials and Types (, Construction, and completely described herein, has been recommended for acceptance by the Miami-Dock County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure tli product or material at any time from a jobsite or manufacturer's plant for quality control testing. If th product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend tl use or such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Florid Building Code. I'ROIUCI' CONTROL. 1)I\'IS11 (305) 375.2902 FAX (105)372-W ACCEPTANCE NO.: 01- 0924.05 EXPIRES: 01/03/2007 Raul Rodriguez Chief Product Control Division TIIIS IS TI -IE COVERSIIEET, SEE ADDITIONAL ('AGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Sz 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 so forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonlincxon) Florida Window System Corporation ACCEPTANCE No.: 01- 0924.05 APPROVED: January 03, 2002 EXPIRES: January 03, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves aluminum casement window, as described in Section 2 of this Notice of Acceptp designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -1 County, for the locations where the pressure requirements, as determined by SFBC Chapter 2? not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 100 Outswing Aluminum Casement Window — Non - Impact Resistant anc components shall be constructed in strict compliance with the following documents: Drawing W01 -61, Sheets 1 through 5 of 5, titled "Series -100 Alum. Outswing Casement Window," prep by Al Farooq Corporation, dated 9/14/01 and last revision on 11- 21 -01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp wit! Notice of Acceptance number and approval date by the Miami -Dade County Product Coy 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 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with I approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurric 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 installatioi 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the installation of this system. 2 IS Ishaq I. C' handa, P.E. Product Control Examir Product Control Division 1 OR 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART N SURFACE APPLIED FALSE MUNT INS - OPTIONAL J LOCATION OF EXTRA ANCHORS I I l i 1 1( 1 _ - - r T C4RT FOR rGLASS 'TYPES 1I I r 1 I � I I - r c 14 1/2' MAX. TYP. HEAD /SILL 6" c- 1 I �.h An 2 1/ I � I � 1 1 1 1 TYPICAL ELEVATION TESTED UNIT ( SEE CHART ON SHEET 2 FOR MAX. APPROVED SIZES ) APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X. XX. OX OR XO CONFIGURATIONS. ALSO COMBINATIONS OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. WINDOWS RATED FOR NON - IMPACT AND REOUIRE PROTECTION BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5" MAX. TYP. HEAD /SILL CORNERS ry • £ ' O & OOIIi'enotoNRTHTHE SOUVI FLORIDA BUSDTNG 000E DATE 1 By lstt. 1. 6-40.04, PRODUCT OOMTROL 0IV1610N BUILDING COOS COIAPUANCE OFFICE ACCEPTANCEt1o. OI - 09 Ztf •O_S 3/16" ANN. CLASS OR 3/16' TEMP. CUSS SIUCONE 3/16" ANN. GLAS$ 3/16' TEMP. GLASS WAMI DADE COUNTY APPR IMPACT RESISTANT SHUTTERS REOD. FOR ALL INSTALLATIONS GLAZING OPTIONS DSB INSUI. GLASS Engr. DR. MUM OUN FAR000 STRUCTURES FU. PE / 16557 DEC 142001 0 d 0 u d 0 r 41 0 0 0 0 u 0 a 0 0. 0 1 1 G = a 5 f J [d rawing no. W01 -61 rsheet 1 0l 5 1 DESIGN LOAD CAPACITY - PSF FOR ( XX. OX OR XO ) SIZES WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHORS AT EACH SIDE OF IMPOST 3/18' ANN. CLASS 3/16" TEMP. CLASS DSB INSUL CLASS 3/18' TEMP. CLASS DSB INSUL CLASS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 26 -1/2' 37' 53 -1/8' 74" 26• (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 109.0 100.0 210.0 100.0 181.7 100.0 210.0 100.0 181.7 26 -1/2' 37' 53 -1/8' 74" 38 -3/8" (4) 100.0 120.0 100.0 210.0 . 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 206.3 100.0 206.3 100.0 210.0 100.0 . 210.0 100.0 101.6 100.0 166.8 100.0 166.8 100.0 210.0 100.0 171.5 71.7 71.7 100.0 151.2 100.0 123.1 100.0 156.6 100.0 123.1 26 -1/2' 37 ' 53 -1/8' 74' 50 -5/8' (5) 100.0 120.0 100.0 190.7 100.0 190.7 100.0 210.0 100.0 210.0 100 120.0 100.0 145.2 100.0 145.2 100.0 210.0 100.0 161.3 75.8 75.8 100.0 112.1 100.0 112.1 100.0 166.0 100.0 124.5 54.4 54.4 93.5 93.5 93.3 93.3 100.0 124.4 100.0 93.3 26 -1/2' 37' 53-1/8" 74' 63' (5) 100.0 120.0 100.0 148.8 100.0 148.8 100.0 210.0 100.0 165.3 100.0 120.0 100.0 111.8 100.0 111.8 100.0 165.6 100.0 124.2 63.3 63.3 84.2 84.2 84.2 84.2 100.0 124.7 93.5 93.5 41.7 41.7 67.5 67.5 67.5 67.5 100.0 100.0 75.0 75.0 26 -1/2' 37' 53 -1/8' 74 -1/4 (6) 100.0 112.2 100.0 124.1 100.0 112.2 100.0 149.6 100.0 112.2 81.3 81.3 92.4 92.4 81.3 81.3 100.0 108.4 81.3 81.3 58.1 58.1 68.6 68.6 58.1 58.1 77.5 77.5 58.1 58.1 24' 36' 48' 60' 72' 24' (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 202.3 100.0 210.0 100.0 202.3 24' 36' 48" 60' 72' 36 (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 193.0 100.0 193.0 100.0 193.0 100.0 193.0 93.4 93.4 100.0 154.4 100.0 154.4 100.0 154.4 100.0 154.4 78.1 78.1 100.0 128.7 100.0 128.7 100.0 128.7 100.0 128.7 24' " 36' 48' 60' 72" 48' (4) .. 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 158.4 100.0 158.4 100.0 210.0 100.0 175.9 94.7 94.7 100.0 128.7 100.0 128.7 100.0 190.6 100.0 142.9 68.2 68.2 100.0 112.3 100.0 112.3 100.0 154.4 100.0 121.4 58.8 58.8 100.0 102.9 100.0 101.2 100.0 128.7 100.0 101.2 24' 36' 48' 60 72' 60' (5) 100.0 120.0 100.0 171.6 100.0 171.6 100.0 210.0 100.0 190.6 100.0 120.0 100.0 121.1 100.0 121.1 100.0 179.4 100.0 134.5 85.0 85.0 96.5 96.5 96.5 96.5 100.0 142.9 100.0 107.2 = 53.2 53.2 82.3 82.3 82.3 82.3 100.0 122.0 91.5 91.5 44.7 44.7 73.5 73.5 73.5 73.5 100.0 107.9 81.7 80.9 24" 36' 48" 60' 72' (6) 100.0 120.0 100.0 140.4 100.0 135.6 100.0 180.8 100.0 135.6 91.6 91.6 98.0 98.0 91.6 91.6 100.0 122.2 91.6 91.6 70.1 70.1 77.2 77.2 70.1 70.1 93.5 93.5 70.1 _ 70.1 45.2 45.2 65.0 65.0 57.5 57.5 76.7 76.7 57.5 57.5 DESIGN LOAD CAPACITY - PSF FOR ( X 1 SIZES IT INDOR DIMS. 3/18" ANN. CLASS 3/16' TEMP. CLASS DSB INSUL CUSS WIDTH HEIGHT EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) 1NT. (-) 19 -1/8" 26 -1/2' 37' 26' (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 109.0 100.0 210.0 100.0 181.7 19 -1/8" 26 -1/2' 37' 38 -3/8" (4) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 101.9 100.0 210.0 100.0 171.9 7L7 71.7 100.0 156.6 100.0 123.1 19 -1 /8' 26-1/2' 37" 50 -5/8" ( 100.0 120.0 100.0 209.7 100.0 157.2 76.1 76.1 100.0 166.2 100.0 124.7 54.4 54.4 100.0 124.4 100.0 93.3 19 -1/8' 26 -1/2" 37' 63" (5) 100.0 120.0 100.0 161.1 100.0 120.8 63.6 63.6 100.0 124.9 93.7 93.7 41.7 41.7 100.0 100.0 75.0 75.0 19 -1/8' 26 -1/2' 74 -1/4' (6) 78.8 78.8 100.0 105.0 78.8 78.8 58.3 58.3 77.7 77.7 58.3 58.3 18" 24' 30" 36' 24" (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 202.3 18' 24• 30' 36' 36' (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 193.0 100.0 193.0 93.4 93.4 100.0 154.4 100.0 154.4 78.1 78.1 100.0 128.7 100.0 128.7 18' 24' 30' 36' 48 , (4) 100.0 120.0 100.0 210.0 100.0 175.9 94.7 94.7 100.0 190.6 100.0 142.9 68.2 68.2 100.0 154.4 100.0 121.4 58.8 58.8 100.0 128.7 100.0 101.2 18 ' 24 30' 36' 60 . (5) 100.0 120.0 100.0 179.4 100.0 134.5 85.0 B5.0 100.0 142.9 100.0 107.2 53.2 53.2 100.0 122.0 91.5 91.5 44.7 44.7 100.0 107.9 81.7 80.9 18' 24' 30' 76) 91.6 91.6 100.0 122.2 91.6 91.6 70.1 70.1 93.5 93.5 70.1 70.1 45.2 45.2 76.7 76.7 57.5 57.5 ( ( ) e N0. OF ANCHORS PER JAMB (xx) (xo) APPRO"I;D CONFIGURATIONS ( ox ) ( ) NO. OF ANCHORS PER JAMS 4 acwur ; 10668ff PO WITH THE ! P', r U)ACX DIJILDI!1'S 000E 'c8TE AMD z ) Vr { S1.031• ? ..24*-` 1 7' - C4F7p(1C EpHTR0lU8KJO'4 sJl cthC. WOVE CoAPEUe4oc etiFT:.E_ ACCEPIANCE _0 -t40 491 J- • QS Engr: DR. HU/4ATOUN FAR000 STRUCTURES 11A PE 4 16557 DEC 1 ?001 to 0 0. 0 O U V) • LIJ °m n W U O c 0 O w' Z N7 T r Q 3 r $ 0 O ao O Lij s - a C I ry 5 • r b 1 _1 L drow no. W01 -61 56 s 5 ( Oh■•■••• tin S RI .._1 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING VENT • 1BY OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING FIXED VENT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS e6 x 1/2" PH SMS 0 3" FROM ENDS & 10' O.C. METAL STRUCTURES (STEEL OR ALUM. 1 /8' MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCK WOOD BUCKS NOT BY FLORIDA WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" TAPCONS INTO 2BY W000 BUCKS OR WOOD STRUCTURE 1 MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TFgSQR_S,FLF DRIIIING SCRFWS INTO METAL STRUCTURES (1/B" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 0 SMS OR SELF DRILI ING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. 4PPROADA.S GOYiO1NG MdTM THE 801!1/1 ROMA BLRL,C0C 000E DATE J1-• 0 BY (51.-ti I •LJ .tiJ. PRODUCT CONTROL OMBION BUILDING CODE dOMPLUNCE OFFICE ACCEPTANCE NO. 4/- 0 92 y. pr Env DR. NUMAYOUN FAR000 STRUCTURES RA PE / 16557 DEC 14 2001 3 3 1) W 6 0 8 N w N . F 0 3 a 0 u J 0 0 2 U. U c, drawing no. W01 -61 Sheet of ITEM PART # QUANTITY DESCRIPTION MATERIAL I WANF. /SUPPLIER /REMARKS 1 PW -009 4 FRAME 6063 -15 - 2 PW -011 4 VENT 6063 -T6 - J PW -010 1 CENTER POST 6063 -16 - 4 - AS REOD. GLA21NG BEAD ALUMINUM ROLL FORMED 5 - AS REOD. FRAME ASSEMBLY SCREWS ST. STEEL #8 X 2 -1/2' PH SMS 6 - AS REOD. VENT ASSEMBLY SCREWS ST. STEEL /10 X 1 -1/2' PH SMS 7 E102 AS REOD. FRAME WEATHERSTRIPPING (.078 X .300) VINYL ULTRAFAB B E206 AS REOD. VENT WEATHERSTRIPPING (.187 X .350) VINYL ULTRAFAB 9 - 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) /8 X 3/8' SS 5115 10 30066 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH. AT 13' FROM TOP AND 8017011 11 - 2/ VENT LOCK KEEPERS. AT FRAME JAMB FACING LOCK STEEL ATTACHED w/ (2) /10 x 3/8' SS SMS 12 40066 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (2) /8 X 3/8' SS SMS 13 - - .057 THICK CORNER KEY 5T. STEEL - 14 - AS REOD. F1xED VENT FILLER CHANNEL 6063 -T6 - FIXED VENT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM /6 X 1' FN SMS O 3' FROM ENDS & 10' 0.C. TYP. 1/2 X 5/8' X 2' LONG ALUM BARS, 2/ VENT AT 6' FROM TOP & BOTTOM FASTENED w/ (2) /8 X 1' PH SMS 96 X 1/2' PH WS O 3' FROM ENDS & 10' 0.C. TYP. ( SCREEN OPT - - -- 0 L OPG. VENT WIDTH EXTERIOR. WINDOW WIDTH SINGLE VENT WINDOWS OX EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4' MAX. SHIM 4PPROWED AS COMPLYING MwTH THE SOUTH FLORIDA BULD0J6 000E DATE 'MK 4i1 Z.PO BY )C{441 1. Llw1. S l� PROOUCT COHTROLON1610M BUILDING CODE COM PtJANCE OFFICE ACCEPT'ANCE O /- O/Z/ •OS Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 9 16557 DEC 1 4 2001 TYPICAL ANCHORS SEE ELEV. FOR SPACING w 8 2 O 8 LAJ i N 0 � N 0 0 4 0 a 5 —.J drawing no. WO1 - 61 sheet 4ot 5J I .062- 1.781 .668 F 2.125 FRAME — 1.062— —I .897 VENT .679 2.000 2.313 .500 .827 .392 4.000 4.626 IMPOST FILLER CHANNEL — r .621 APPRCNIDAS 0:4181710 Mf1M SOON BUmms WO[ DATE J.7c 41 0 Zoo/ BY I PRODUCT CONMS.t6 UON BUILDING CODE oOMPU OE WWI ACCFFTANCENO. o, Of Z y.os IMPOST CORNER CORNER KEY ALUMINUM CORNER KEY ALUMINUM FRAME CORNER VENT CORNER Engr. DR. MUMAYOUN FAR000 STRUCTURES FLA. PE if 16557 ALL FRAME AND VENT CORNERS TO BE SEALED WITH wHITE /ALUM COLORED SEALANT. DEC 1 4 2001 0 40 z ogi O O r N fx oo o: • n C4 41 O IA o: W $ z n m O < I O ° O E 3 n fs. W •_ O 1 7 L r - w 8 C 0 N 0 1 m O R 0 0 0 N b 0 C 0 0 b drawing no. W01 -611 sheet 5 0f 5 1 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) New Age Windows & Doors Corp. 7196 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Single lfung Window APPROVAL DOCUMENT: Drawing No. NV95 -45, titled "Alum Single flung Window ", sheets 1 through 3 of 3, prepared by Al Farooq Corporation, dated 10/17,95 with revision C dated 07/11'02, signed and sealed by llumayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date .-.e County Product Control Division. MISSILE I'\IPACT R:kTING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NO.\ shall be considered after a renewal ap:p'.ication has been fled and there has been no change in the applicable building code ne::atively a ;Tctin�, the perm nance of product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chan_c in the materials, use, and/or manufacture of the product ; process. Misuse of this NO :\ a> an endorsement or any product, for sales, advertising or any other purposes shall auto:..a ;:caily terminate Hs NO.\. Failure to comply with any section of this NO.\ shall be eat:se for to ; at:on and rt:Mov3l of NOA. ADVERTISEMENT: The NOA number preceded by the swords \1iami -Dade County. Florida, and followed hy the expiration dale may he displayed in adve7;:sir,3 literature. finny portion of the NO.\ is displayed, then it shall he done in its entirety. INSI'ECTION::A copy of this entire NO.\ shall he provided to the user hy the manufacturer or its distributors and shall be available for inspection at the joh site at the request of the 13ui1ding Oltieial. This NOA renews NOA '4 99- 0601.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, I'.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 'EST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0501.02 Expiration Date: September 26, 2007 Approval Date: September 12, 2002 l'a,c 1 MIAMIO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Gopi Class Sales & Services Corp. 7450 NW 41 Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rulcs and regulations governing the use of construction materials. The documentation submitted has been reviewcd by Miami -Dadc County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowcd by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division' (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within thcir jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building codc. This product is approvcd as dcscribcd herein, and has bccn designed to comply with the 1-Iigh Velocity Hurricane Zonc of thc Florida Building Codc. DESCRIPTION: Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W97 - 11, titled "Gopi Picturc Windows ", sheets 1 through 4 of 4, prcparcd by Al Farooq Corporation, dated 06 -24 -97 with rcvision B dated 06/07/02, signed and scalcd by Uumayoun Farooq, P.E., bearing the Miami -Dade County Product Control Rcvision stamp with thc Noticc of Acceptance number and Expiration datc by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statcmcnt: "Miami - Dadc County Product Control Approved ", unless otherwise notcd hcrcin. RENEWAL of this NOA shall bc considered after a renewal application has bccn filcd and there has bccn no change in thc applicable building codc negatively affecting thc performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bccn a rcvision or change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advcrtising or any other pur -poses shall automatically tcrminatc this NOA. Failure to comply with any scction of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA numbcr preceded by thc words Miami - Dadc County, Florida, and followcd by thc expiration datc may be displaycd in advertising literature. if any portion of the NOA is displayed, thcn it shall bc done in its entirety. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by the manufacturer or its distributors and shall bc available for inspcction at the job sitc at thc request of the Building Official. This NOA revises and renews NOA # 99- 0629.01 and, consists of this page 1 as well as approval documcnt mcntioncd abovc. The submitted documentation was rcvicwcd by Manuel Perez, P.E. NOA No 02- 0613.01 Expiration Date: September 26, 2007 Approval Date: September 26, 2002 Page 1 IM. . I I II 1 I I 1 1 1 1 1 1 1 1 . 1 1 1 /, I 1 - -- -- --. .-- -- - -t t t t . I 1 1 I 1 1 1 I / 1 II 1 1 I ( 1 AVM SPACING F-6' TYP - } - 12' TYPICAL ACRE L_FT L875 —1 .062 f .328 1.328 T— .062- 1 L .�L FRAME I.G. WINDOW 6063 -T5 .500 n GLAZING STOP 6063 -T5 F L)375-1 F•062 TYP 1 . 812 81- i _._1 Li FRAME O.G. WINDOW 606.3-T5 A A OR B DIM. A..DR ,B TYPICAL ELEVATIONS GLASS 3/16' ANNEALED 1/4' ANNEALED OR 3/16' TEMPERED FALSE HUN .cSURFACE APPL IED) HAY BE USED USE IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. A OR B DIM. NOTES L THtS PRODUCT IS ()INCHED TO COMPLY WRH THE HIGH vE.0CITY HURRICANE ZONE OF THE 2001 FLORIDA BUILONG C00E. ALSO FOR wIN0 LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST SE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR ENBECPAENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A OR 8 DIN. I- -- -11 f r I I II I I 1 I 17: 1 A DR B DIM. A CR 8 DIM. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED EY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE ANO SPACING. PRQD0cr REVISED za ptylag lettlb tte Florida Cads Aoeey Pie 0Z- O /j. O / r te* co. ill 7 SINGLE LITE PICTURE WINDOWS OP. H'M.;"DUN FARO',Q 5 TFUCTJRES Pit. PE j 165_ 7002 AORB DIN. 4 3 0 0 z 3 r- 0 0 0 L7 • • • z (71 W O U 0 0 cc 0 e itrow.nq no. W97— 1 1 (seetl 4 e . 4 • 10 SMS OR 3/16'x2 - 1/4' TAPCON e 6' FROM ENDS 1 12' O.C. TYP. t 10 SNS OR 3/16'x2-1/4' TAPCON 1 6' FROM ENDS & 12' O.C. TYP. 1 BY OR 2 8Y w000 BUCK • ;( /4' MAX • SHIMS GLASS AS PER TABLE 3/16'- ANNEALED 1/4' - ANNEALED 3/16' - TEMPERED 1 BY OR 2 BY W000 BUCK INSIDE GLAZED WINDOW { DADE COUNTY APPROVED NUWO 6c UULUON ANCHORS [ i 10 S.N.S. 0 12 0.C. • 10 SMS OR —3/16'42-1/4' TAP.CON e 6' FROM ENDS 1 12' O.C. TYP. • 3/16'x2-1/4' TAPCON e 6' FROM ENDS 1 12' 0.C. TYP. 1/4' SHIM MA X. • 1 8Y OR 2 8Y w000 BUCx 4 • OUTSIDE GLAZED WINDOW VI � 'wan ncwurnl �t .a ..%/4* MAX SHIMS GLASS AS PER TABLE 3/16'- ANNEALED 1/4' - ANNEALED 3 /16'- TEMPERED WOOD BUCKS NOT BY COPT. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY. 1-1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS fi 10 SMS WITH 3/4" W000 EMBEDMENT 3/16" TAPCONS WITH 1" WOOD EMBEDMENT, 10 S.N.S. 0 12' O.C. DADE COUNTY - APPROVED IULUON & NUWON ANCHORS 10 SMS OR 3/(6'x2 -1/4' TAPCON 1 6' FROM ENDS 1 12 O.C. TYP. J'41 DR. MUMAYOUN F.. 4 .F4000 STRUCTURES FL. PE / 16257 107 PRODUCT UVLSF.D Lie ytta a Florida Aracrwire Ne • 02 34/ byte .4:Z,- 2007 Dade rndaeh Cootr,I z 0 V) < 0 " O_ CC j in ^ ▪ r (r1 !•-• g 3_ a ozL a moo 0 0 �- CO PO 0 u d1 u O ▪ 4 V1 cc N Z w n O < Q I - c CC iv VI 3 0 n W N z � in 2J W c•4 re drawing 0 W97- street 2 of DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/B J A/B 19 -1/8' 26 -1/2" 37' 53-1/8' 19 -1/8' 26 -1/2' 38 -3/8' 37" 53-1/8' 19 -1/8" 26-1/2" 50 -5/8" 37' 53-1/8" 19 -1/8' 26 -1/2' 37" 53-1/8' 19 -1/8" 26-1/2" 37' 53-1/8' 26" 63' 74 -1/4' 3/ 16" - ANNEALED EXT. (4.) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 [NT. C -) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 1/4" - ANNEALED EXT. ( ..) 1 20.0 [NT. C -) 1 20.0 • 88.3 88.3 88.3 80.3 76.7 76.7 104.9 104.9 86.6 78.8 62.0 56.4 54.8 54.4 97.1 97.1 77.0 77.0 58.8 56.4 45.3 41.2 92.9 92.9 69.5 69.5 45.9 45.9 40.2 39.3 • 90.4 90.4. 59.7 59.7 37.5 37.5 3/16" - TEMPERED EXT. ( *) 110.0 INT. C -) 183.9 110.0 132.9 110.0 80.3 110.0 80.3 110.0 109.2 110.0 78.8 97.6 56.4 90.7 54.4 110.0 109.2 110.0 78.8 94.7 56.4 71.3 41.2 110.0 109.2 106.3 78.8 85.1 56.4 67.9 39.3 110.0 109.2 102.2 80.1 65.2 78.8 56.4 39.3 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART BASED ON HET1 -96 -1061 OF 10 -09 -96 Q TEST SIZE - 37 -1/4" X 74 -1/4" TEST LOADS - +60.0. -60.0 PSF DESIGN LOADS - +40.0. -40.0 PSF WATER NFILTRATION TEST - 20 PSF TESTED CLASS = 3/ 16" - ANNEALED ® TEST 9QE - 51' X 74 -1/4" TEST LOADS - +68.0. -75.0 PSF OESIvt LOADS - +45.0. -45.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED CLASS - 1/4" - ANNEALED BASED ON FR.-1162 OF 6 -1 -95 © TEST SIZE s 59 -1/2" X 77 -1/2' TEST LOAOS - +91.0. -91.0 PSF DESIGN LOAOS - +60.7. - 60.7PSF WATER INFILTRATION TEST - 16.5 PSF TESTED GLASS = 3/16" - TEMPERED WINDOW DIMS. A/8 A/B 24" 36" 45_ 60' 24' 36" 48" 60' 24" 36' 43 _ 60' 24" 36" 45" 24" 36" 43" 60 60" 24" 36" 48" 60' 72" 24" 36" 48" 60 24" 36" 48" 60" 84" 96" 24" 36" 45" 60 108" 24" 36" 48" 60" 1 DESIGN LOAD CAPACITY - PSF 3/16" - ANNEALED ExT. (4.) [NT. ( -) 62.1 62.1 62.1 62.1 62.0 57.2 62.1 62.0 57.2 62.1 41.4 41.4 41.4. 41.4 39.2 62.0 39.2 62.0 49.8 83.7 49.5 83.7 41.4. 41.4 .31.0 31.0 57.2 57.2 39.2 39.2 52.2 52.2 30.0 30.0 49.2 49.2 46.6 46.6 45.3 4.5.3 (# 10 SMS) 1/4" - ANNEALED • EXT. ({) [NT. C -) 95.6 87.0 94.2 87.0 83.7 78.5 94.2 83.7 78.5 87.0 63.8 58.0 62.9 58.0 42.1 42.1 62.9 58.0 47.8 43.5 78.5 78.5 49.8 49.8 42.1 42.1 38.1 34.8 75.3 75.3 39.8 39.8 34.3 34.3 72.2 72.2 .34.5 34.5 68.6 68.6 31.4 31.4 66.1 66.1 51.6 51.6 3/16" - TEMPERED Exr. < -) 1 10.0 110.0 110.0 1 10.0 110.0 100.3 98.8 88.3 110.0 98.8 75.2 75.2 1 10.0 88.3 75.2 60.2 110.0 82.4 69.5 50.2 108.1 78.6 6 4.9 105.9 76.0 61.8 104.3 74.1 103.0 72.7 INT. ( -) 87.0 87.0 8 7.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.5 43.5 8 7.0 58.0 43.5 34.8 87.0 58.0 43.5 34.8 58.0 43.5 87.0 58.0 43.5 87.0 58.0 87.0 58.0 RRODUCT REVISED Td[ wllf the Florida Rallikkg Cady A.eegee.ee N. 02 - O 4/2 • o / Ogee ? T _ 007 • OR. M.21 OL.N F.R000 STRuCn:R:S RA PE 16557 n Inn 87.0 z 0 Z O ° F v O a C4 -.1 Q V1 •t U z n o CD' n O < < 1 1n 0 0 z w CG 1- 0 0. 0 0 1 • V drawing no. W97 -11 sheet 3 of 4 DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WIi4DOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED A/B A/8 EXT. < -) [NT. (-) EXT. <+) [NT. C -) EXT. C -) [NT. (-) 24" .36" 48" 60" 24" 62.1 62.1 95.6 95.6 110.0 140.0 62.1 62.1 94.2 94.2 110.0 139.0 62.0 62.0 83.7 83.7 • 1 10.0 123.6 57.2 57.2 78.5 78.5 710.0 115.8 24" 36" 48" 60" 30" 62.1 62.1 94.2 94.2 110.0 139.0 41 .4 41.4. 63.8 63.8 100.3 93.3 41. 41.4 62.9 62.9 98.8 93.3 39.2 39.2 49.8 49.8 88.3 88.3 24" 36" 48" 60" 48" 62.0 62.0 83.7 83.7 110.0 12.3.6 41.4 41.4 62.9 62.9 98.8 93.3 31.0 31.0 47.8 47.8 75.2 70.0 - - 42.1 42.1 75.2 70.0 24" 36" 48" 60" 60" 57.2 57.2 - 78.5 78.5 110.0 115.8 39.2 39.2 4 9.8 49.8 88.3 88.3 - - 42.1 42.1 75.2 70.0 - - 3a.1 36.1 60.2 56.0 24" 36" 48" 60" 72" 52.2 52.2 75.3 75.3 110.0 111.2 30.0 30.0 39.8 39.8 82.4 82.4 - - 34.3 34.3 69.5 69.5 - - - - 60.2 56.0 24 36" 48" 60" 84' 49.2 49.2 72.2 72.2 108.1 108.1 - - 34.5 34.5 78.6 78.6 - - - - - 64.9 64.9 - - - - - - 24" 36" 48" 60 ' 96" 46.6 46.6 68.6 68.6 105.9 105.9 - - 31.4 31.4 76.0 76.0 - - - - 61.8 61.8 • - - - - - - 24" 36" 48" 60 " 108' 45.3 4.5.3 66.1 66.1 104.3 104.3 - - - - 74.1 74.1 - - - - - - - - - - - - - 24" 36" 48 " 60 " 120" - - 51.6 51.6 103.0 [ 103.0 - - - - 72.7 72.7 - - - - - - - - - - . - - DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOW DINS. A/B A/B 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' 26" 38 -3/8" 50 -5/8" 63" 74-1/4" 3/16" - ANNEALED EXT. (4.) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 INT. ( -) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 1/4" - ANNEALED EXT. <+) 120.0 88.3 88.3 76.7 104.9 86.6 62.0 77.0 59.7 37.5 [N T. C -) 120.0 88.3 88.3 76.7 104.9 86.6 62.0 77.0 58.8 58.8 69.5 69.5 45.3 45.3 92.9 92.9 45.9 45.9 40.2 40.2 90.4 90.4 59.7 37.5 3/18" - TEMPERED EXT. < -) 110.0 110.0 110.0 110.0 110.0 110.0 INT. C -) 183.9 1 38.8 129.2 1 1 3.3 154.9 126.8 97.6 90.8 90.7 87.6 110.0 I 143.4 54.8 54.8 97.1 97.1 110.0 113.7 94.7 90.8 71.3 66.4 110.0 137.1 106.3 106.3 110.0 133.5 85.1 85.1 67.9 63.2 102.2 102.2 80.1 80.1 65.2 63.2 PftiObCTRIVEU as suipptrimi Cask 8a Florida Ascepeasce Pis o2- 06/3•0/ spinstkin Dow vi Coa te' 7 £'cr OR. MUUATCUN FAA(QQ STRVC1URES FU. PE 1 16537 L 0 n 0 0 co c ) 0 0 0 0 c 0 0 u L 2 a 8 1 a 0 1 1 ' droN ng no. W97 -11 ,...... • 1 ii I1 '1naCIVCIA .natrs>.a1 3.000 4.000 1 5.000 6.000 ri 11 F-- 2.000 TYPICAL WINDOW FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 •STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 2.000 TYPICAL GLAZING PRODUCT 3.000— MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STEP 5 ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 4.000 — 1 1.000 1 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 1. Al GLAZING PRODUCTS USED WITH THESE MUWONS MUST .1 EET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUA-R DS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDmONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL 1.4UWONS TO BE ALLOY 6063 -75. Engr. DK. HUTAAYOUN FAR000 STTTv TURES FLA. PE IP 16657 FEB 11 2002 13 / I)i%Islun PRODUCT RENEWED r.x complying with the Florua Bolding Code Acceptance No 1 -0) . J`{ Expiration D• Iam I d /r uci Cont l z 0 H O a 4 L. O y v U tz W 0 z in Of 3 v) -- ] O r- 0 d 1=1 W h 1 3 In s , W N g 0 0 0 z 0 IA 0 1- U 3 0 0 CC 3 1 0 0 1 .o D drowing no. M95 -16 (sheet 1 of 3 2',.4••1/8' ALU1 TLEE 0.3 CW tax . I A C CRS TY ;= D "' ' 5p -51/8- I 11 1\ 1 I 1 1 1 \I \ i 1 1 1 i 1 \ I 1 1 \V 561 AI \ I 1 I I I I 1 11■►1lS11. 1 1 1 a' mamma ■►03•1111.131■11•■ 1 63'1 1,111.1.1110111111 I 11■1WV■ 1 I 1 I R L ,, \111 ■\ 408.1 l le a I I an i I \ 6'I I ■ 1 1.11=1.V11.1 1 74 =1/4' \I 11■ ■„ • •„ ■ 1 I 1 ■■ M 1 MEM i \ 1 I 1 n\1►v7►��-11 l I \ ;08 ? 1 3 \1 •1 _ 120' I 1 1 1 I I 1 '\ I\ \1 i 1 1 1 1 1 \ I A C CRS TY ;= D "' ' A \i \ l \ � 1 I I I 11 1\ 1 l 1 \I \ i 1 1 1 i 1 1 1 \V I \ I 1 I I I 11■►1lS11. 1 1 1 mamma ■►03•1111.131■11•■ IMAM 1,111.1.1110111111 I R L L1N ■ ■\ 408.1 l le a an ■ 1 1.11=1.V11.1 1 11■ ■„ • •„ ■ ■■ M MEM ■■■7■011MMs■MEI n\1►v7►��-11 •1 - 411 - - `411111111111 ■ 11 „ , 1111 .,11.,. ,.. 11 ... ........... 1 2'.i ^,1111/°_' �„ -..EE. I I ( 1 1 1 � V \1 N I \I 1 \! 1 1 -1 ( 4 ' \ 1 1 1 1 1 1 1 1 11 1\ 1 1 1 1 1 1 1 1 1 1 i 8'' " 1 1 - 1 - 1 4 4 1 ammumnawasie ■►03•1111.131■11•■ IMAM 1,111.1.1110111111 I R L L1N ■ ■\ 408.1 l le a an ■ 1 1.11=1.V11.1 1 11■ ■„ • •„ ■ ■■ M MEM ■■■7■011MMs■MEI - 411 - - `411111111111 a \'\ \! \' \ 1 \ 1 7 - � : - I 1 - -1 \ ` \ 11 1 i 1 1 1 1 6 31 1 . 1 I ��EMBI a i \ �7 ∎�7dv 1 1 \ 1 1 1�'n1■1,1 1 I I 1 7� \\■ ►II� i,�T> 'd \■ 1 I 1 1 1 I \R UMILMI NiZellIall I I I I 1 1 . -min II I II 1 1 I ANCNCRS TYPr C '� 1 11.11,,, , 1111 GLAZING GLAZING PROOUCT PRODUCT tf. WI '11. A.S. 0 W2 /NCHC •VdS Nomnrl GLAZING GLAZING PROOUCT PRODUCT tf. WI '11. A.S. 0 W2 /NCHC •VdS Nomnrl I I I \ 1 1 631 (c v t9 1 ri LL J to a m a b J Crj z m H r- tn u OA -0 In nuLLI CHART 1'- 2'.1 ALUM TUBE 6rta GL72 38-3/1' 50 -5/8' 156' u. SPAN 53' 22 30 42 52 62 TRIdUTAR NIOTH - MULLION LOAD C 70 INC�,:3 I HORIZONTAL AIUl1JON E2 & 2 "S ".tit AL'l.. fl K 26 30 4E 52 60 70 BO TRIBUTARY WIDTH - INCME3 IULLICN LOAO CHART 52 62 70 E2 tiIOT7 - INCHC2 NULLION LOAO CHART 20 36 40 S0 60 7A 82{ n TRIBUTARY WIDTH - INCHES TYPICAL MULLION ARRANGEMENT$ VERTICAL �I UWON TRIBUTARY WIDTH = WI + W2 2 ANCHORS TYPE A.S. OR C t`1 N 1v N (1 O O m J z H N 0 to LJ v 22 MULLION LOAD CHART Et I IT N r LI s 1 120' 108' 1 114 4' El 1 37.1 42' Su 66 7ZI TRI2UT4.RY WIDTH - INCHES ANCHOR LOAD CraRT RS R C A C K n;i TY ?S ,S, 8c 1111 . �. . �. 11• 11• 1111 , 20 30 421 S 6P1 70 B0 TRIBUTARY WIDTH - INCHES MULLIGN LOAO CHART 2 x ? /G TVBE 1111.11111 • 5 b -5/8' 1 mm. re, Emumm II Wilk 84 I I 63 IN I r•, 4 r3 \ I ' 1 1 1 z )-4 t• N CI' C1 (T) 22 22 42 52 62 70 TRIBUTARI HIOTH - INC ANCHOR LOAD Cr E. 22 30 40 Ea 60 70 a0 TRIBUTARY WIDTH - INCHES b 6 z U S t-1 N W L"1 s LD FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, En; OR. rULtAYOUN FAROCO STRUCTUP.ES FtA PE # 16557 FEB 11 2002 MULLION LOO CHART • c 27 � ad EE' EZ 72 y T=t= SJTa:RY WIOTH H - INCHES A`.CCR LOAD C; =ART 20 as d0 GO 60 70 60 TRIBUTARY WIOTH - INCHES PRODUCT RENEWED as complying with the Florida Buidin` Code Acceptrnce on-0.12 if - Ezpiratio -11( r MLmi Da c Dig Won u ct sZ O O O `r U a W r . z 0 _ < < O r C w t/1 - u L- O H l E u — m 0 (1 Z 0 J D u m t— z J z 0 N Lt O • 0 0 0 10 1n m z 0 J D 0 0 V aO 'L7 0 0 0 c ) c drawing no. M95 -16 t sneet 2 of 3 FAX. (305) 477-0992 / 14 S.M.S. 2/ ANGLE MULUON 2 X 2 X 1/8 ALUM ANGLE 2 X 2 X 1/8 ALUM ANGLE L -- MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE 2 - 5/8 LONG r PRECAST CONC. SILL ANCHORS TYPE ' MAX. 1.500 MIN. L # 14 S.M.S. 1-1/2 MIN. EMBED INTO WOCC 1/ ANGLE . . . 4 4 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS 94AR8LE SILL OR TIR04 3/16 CIA. TAPCON 1 t /2' 'Ex EMBED 1/ ANCLE 2 X 2 X 1/8" ALUM ANGLE )f 14 S.M.S. 2/ ANGLE - 1 -MULLION L -� -- ad r -MUWCN 2 X 2 X 1/8" ALUM ANGLE 2 -5/8' LONG 1 -- -- r - -_1--- 1.500 MAX. ANCHORS TYPE ° 111111 11111:11111116UU 11I 4. . 4 4 e J . a # 14 S.M.S. 1 -1/2 MIN. EMBED INTO w000 2/ ANGLE i MULLION -, 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 3/ ANGLE - MULLION FEB 1 1 2002 ANCHORS TYPE 'C' 2 X 2 X 1/8 ALUM ANGLE 3 -5/8" LONG Engr. DR. MUtfAYOUN FAROCO STRUCTURES FLA. PE / 16557 MAX. By :NOTCH WOOD BUCK TO ACCOMODATE • COP ANGLE TO MASONRY a 1/4 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE • 11111111111 IAM1111111111f CCNCRETE OR CONC. FILLED BLOCXE 1 1.500 0 O 0 z WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED 83 complying ■•ith the Florida Nuiding G'de Acccptaoce No* - 0111.If Ezpiratiou Date ,� . S 4 f ail Dade Dllblon act Coatrol X 11 c 0 v u In z 0 C a 0 0 8 < 1 O � N 0 i f ^ i o I L7 J - H N 0 0 0 Z ^ O ^ 0 0 a. • G Ct '- O C_ U Cn ;.". r7 r7 37 ( Z L O o_ 1 0 0 0 0 0 0i 0 u 0 b 0 ,c t drawing no. M95 -16 (sheet 3 of 3 ) • MIA MI-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (30S) 375 -2901 FAX (305) 375 -2908 Copi Class Sales & Service Corp. 7450 NW 41" St Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documcntation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to bc used in Miami Dade County and other arcas where allowed by thc Authority hlaving Jurisdiction (AIIJ). This NOA shall not b valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have tjlis product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur thc expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullions A PPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by l lumayoun f arooq, P.E., dated 2/1 1/02, bearing the Miami -Dadc County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: ,None LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERtvIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEiMMEiNT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion or the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspcction at thc job site at the request of the Building Official. This NOA renews NOA # 99- 0331.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0212.04 Expiration Datc: March 28, 2007 Approval Datc: June 27, 2002 Page 1 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. • BASED ON FL-1804 DATED 12 -22 -97 DESIGN LOADS - +50.0. -50.0 PSF WATER INFILTRATION TEST - 9.0 PSF TESTED GLASS a 3/16"-ANNEALED 2 1/2" -L 1/4 - 91/4" 7 1/2" 1 IJ 0 z 5 3/8 9 (2° 6 1/4" m 2 0 lJ 0 0 z ANCHOR 1 5 5/8' 9 1/2' 61/4' - 0/4" 1 7 3/2' z 0 S 0 0 z 12 -4 9 1(2 6 1/4' - 9 - 7/ 4' 7 1/2' • Io 0 Jr, 0 0 z SPACING AT JAMBS FOR VARIOUS HEIGHTS 7 1/4' 10 3/4' 12' ir 9 1(2 61/4' - 97/4' 7 1/2" rr 7 11 1/4 ---- ---I- 10 3/4 12 .9 1 1/2' ' I i d /4' 9 3/4' • Engr: DR. Nt.:1.4AYOUN FAR000 3.RUCTURES F: %. PE / 165f.7 • JUL 2 5 2002 m n t0 h 0 2 z > . CO r7 0 0. 0 J 0 0. 0 J 0 CENTER ANCHOR 0 HEAD & SILL READ. ON 3W WINDOWS ONLY ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL 0 53 1/8' WINDOW WIDTH 49 3/4' O.L OPC. (FlXEO) 3/16' -ANN. GLASS 3 /16.:517 /GLASS 49 1/8' D.L. OPC. 50 1/2' VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT IMPACT RESISTANT SHUTTERS REQUIRED By Mimeo ade Product Control Okla 6 1 /4'MAX. TYP. NOTES; 1. THIS PROOUCT ,S DESIGNED TO COuPLY wRH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR %1ND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT RENEWED as complying will; Florida Bolding Code Aceeptaaee No i - • :01 •( E piraIioc Date _ . 4 CO z 0 z W _ E-� u a � O a a Cd 0 in . r U n p W r1 0 z - O . r ; N h -3Oin 2 G W ^ V- c 0 Q u • • •0 A d � p 0 a 0 z 0 O 0 u 0 c 0 0 1 0 0. 1 0 0 t • y 0 o_ 1 t drawing n0. W95 -45 !sleet 1 of 3 • DESIGN LOAD CAPACITY - PSF ALUM. SINGLE HUNG WINDOWS (1 OVER 1) J WINDOW DIMS. 3/18" - ANN. GLASS 3/18" -TEMP. GLASS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. CO INT. C -) 19 -1/8' 28 -1/2' 37' 53 -1/8 60.0 121.0 60.0 121.0 60.0 121.0 60.0 121_0 26' 60.0 89.8 60.0 8911 3) 60.0 62.6 60.0 62.6 19 -1/8' 26 -1/2' 37' 53 -1 /8 60.0 121.0 60.0 121_0 38 -3/8' (4) 60.0 113.3 60.0 1133 60.0 81.1 60.0 81_7 60.0 56.5 60.0 563 19 -1/8' 26 -1/2' 37' 53 -1 /8 50-5/8' (5) 60.0 121.0 60.0 121_0 60.0 107.3 60.0 107_3 60.0 76.9 60.0 769 60.0 53.5 60.0 533 19 -1 /8' 26 -1/2' 37' 53 -1/8 56' (5) 60.0 121.0 60.0 121_0 60.0 97.0 60.0 970 60.0 69.5 60.0 693 54.4 48.4 58.7 48_4 19 -1/8 26 -1/2' 37' 53 -1 /8 63° (6) 60.0 121.0 60.0 121_0 60.0 100.3 60.0 103.5 60.0 73.4 60.0 74.1 49.3 49.3 54.6 51_6 19 -1/8' 26-1/2' 37" - 74 -1/4' (7) 60.0 121.0 60.0 121_0 60.0 85.2 60.0 102_5 60.0 64.5 60.0 73.4 46.7 46.7 50.1 50.1 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. • BASED ON FL-1804 DATED 12 -22 -97 DESIGN LOADS - +50.0. -50.0 PSF WATER INFILTRATION TEST - 9.0 PSF TESTED GLASS a 3/16"-ANNEALED 2 1/2" -L 1/4 - 91/4" 7 1/2" 1 IJ 0 z 5 3/8 9 (2° 6 1/4" m 2 0 lJ 0 0 z ANCHOR 1 5 5/8' 9 1/2' 61/4' - 0/4" 1 7 3/2' z 0 S 0 0 z 12 -4 9 1(2 6 1/4' - 9 - 7/ 4' 7 1/2' • Io 0 Jr, 0 0 z SPACING AT JAMBS FOR VARIOUS HEIGHTS 7 1/4' 10 3/4' 12' ir 9 1(2 61/4' - 97/4' 7 1/2" rr 7 11 1/4 ---- ---I- 10 3/4 12 .9 1 1/2' ' I i d /4' 9 3/4' • Engr: DR. Nt.:1.4AYOUN FAR000 3.RUCTURES F: %. PE / 165f.7 • JUL 2 5 2002 m n t0 h 0 2 z > . CO r7 0 0. 0 J 0 0. 0 J 0 CENTER ANCHOR 0 HEAD & SILL READ. ON 3W WINDOWS ONLY ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL 0 53 1/8' WINDOW WIDTH 49 3/4' O.L OPC. (FlXEO) 3/16' -ANN. GLASS 3 /16.:517 /GLASS 49 1/8' D.L. OPC. 50 1/2' VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT IMPACT RESISTANT SHUTTERS REQUIRED By Mimeo ade Product Control Okla 6 1 /4'MAX. TYP. NOTES; 1. THIS PROOUCT ,S DESIGNED TO COuPLY wRH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR %1ND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT RENEWED as complying will; Florida Bolding Code Aceeptaaee No i - • :01 •( E piraIioc Date _ . 4 CO z 0 z W _ E-� u a � O a a Cd 0 in . r U n p W r1 0 z - O . r ; N h -3Oin 2 G W ^ V- c 0 Q u • • •0 A d � p 0 a 0 z 0 O 0 u 0 c 0 0 1 0 0. 1 0 0 t • y 0 o_ 1 t drawing n0. W95 -45 !sleet 1 of 3 ITV.t i PART i AEU. DE3CR1PTIOM 1UTERLL 1U.Y1 /9UPPLzYR/RH]LR .5 1 - 1 FRAME HEAD 6063 -T6 INDALEx OR ECUIv. 2 - 1 FRAME SILL 6063 -T5 INDALEX OR EOUIV. 3 - 2 FRAME JAM3 6063 -T5 BENADA OR EOUIV. 4 - I MEETING RAIL 6063 -T5 BENADA dR EOUIV. 5 - t VENT TOP RAIL 6063 -T5 BENADA OR EOUIV. 6 - 1 VENT BOTTOM RAIL 6063 -T6 INDALEX OR EOUIV. 7 - 2 /VENT SWEEP LATCH AT EACH END Or TOP RAIL ZAMAK - 8 - 2/ VENT VENT SIDE RAIL 6063 -T5 BENADA OR EOUIV. 9 - 2/ CORNER FRAME ASSEMBLY SCREVS - • 10 X 3/4' P.H. PHILIPS CRS 10 - 2/ CORNER VENT ASSEMBLY SCREVS - a 8 X 3/4' P.H. PHILIPS CRS 11 - 2/ VENT LATCH AT EACH END OF BOTTOM RAIL 6063 -T6 INDALEX OR EOUtV. 12 - AS REOD. FIN SEAL PILE C.187 X .250) - ULTRAFAB 13 FP- 389 -AV AS REOD. BULB VEATHER STRIP (.185 X 250) VINYL PROTOTYPE PLASTICS 14 860 AS REOD. BACK BEDDING SILICONE PECGRA CORP. 15 - AS REOD. GLAZING BEAD ALUMINUM ROLL FOR,ED 16 3530 2 BLOCK t. TACKLE BALANCE 2 5/8' BOX, VINDO=' COMPONENTS 17 - 2 TAKE DUT CLIP AT ±3' FRCM 10? RAIL STEEL AT EACH JAy3 f TYPICAL ANCHORS SEE ELEVATION FOR SPACING 0 1 BY OR 2 BY W000 BUCK a 4 . 4 t' l 1 4 0. a 0 5/8' ORAIN NOTCH AT EACH END OF SCREEN RETAINING LEG 10 1 /4 DRAIN NOTCH AT EACH END OF INTERM. SILL FLANGE • d 13) c 7 w000 BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 3/16 TAPCONS WITH 1-3/8 MIN. EMBED INTO WOOD. THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/16 TAPCONS WITH 1-1/4 MIN. EMBED INTO MASONRY GLAZING METHOD: EXTERIOR GLAZED WITH ALUM. COLORED ADHESIVE BEDDING COMPOUND ' PECORA # 860' AND ROLL FORMED ALUM. GLAZING B=AD MIN. GLASS BITE — 1 /4 TYPICAL SEALANTS: ALL FRA.*ti1E AND VENT CORNERS. AND INSTALLATION SCREWS 0 AT SILL. SEALED WITH ALUM. COLORED SEALANT 'PECORA NO. 860' LATCH OPTIONS: SPRING LOADED LATCH AT EACH END OF BOTTOM RAIL OR SWEEP LATCH AT EACH END OF TOP RAIL • : L 2 • 1 BY OR 2 BY W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY OR 2 BY WOOD BUCK r-- 1. Engr, OR. HmUA;'OL'`: FAR000 STRUCTURiS FLA. PE f 16557 JUL 252002 VENT WIDTH D.L. O ?G (VENT) EXTERIOR ' 1rIDOw WIDTH D.L OPG. (FIXED LITE) TYPICAL ANCHORS SEE CHART FOR SPACING 1/4 SHIM MAX. 0 rt . i r."0 .& 4. PRODUCT RENEWED s• complylog wlth the Florida Bolding Code Acceptance No • ' 0B0%.07_ E irlttloo Date By /J /... . 4 Mlam ade Prvduc uottvl 1)1.1.1 O'7 m 0 u_ Z vl W _ O ° E— U z O O a� O Cr 3 a LI LA �vi I z„- 5 r - s < W N 1 fI f O O O O 0 z_ 3 ` • Na (2 - • 0 _ 0 ca Zr) J 3 � Z w (7) 0 Qz 6 • cn <21 < Z r` 0 z 3 Y J1 cn 0 0 m m 0 4 a O 0 • LA N Z P • T Z P ) ( ) drow;ng no. W95 -45 si►s et2of 31 1.078 .!1 .062 TYP. -J 1.107 1 .900 FRAME HEAD MEETING RAIL 062 TYP. 2 1--- VENT TO? RAIL r 18 .012 L .612 x .437 1.625 --1 1. —.054 TYP. VENT BOTTOM RAIL 1.120 .744 VENT LATCH .06 2 TYP.J 1.327 .656 2.116 FRAME FRAME SILL .975 1 1.312 -.583 1.500 1 1.346 1 2.733 .812 { 1- 1.000 .062 TYP. --i1 -- SASH SIDE RAIL L 1.374 J FRAME JAMB 1.039 2.043 VENT TOP CORNER VENT BOTTOM CORNER Env.. OR. HUUAYOUN F .FtO:Q I - STRUCTURES FLA. PE / 165S7 JUL 2 S 2002 FRAME TOP CORNER r BOTTOM CORNER PRODUCT RENEWED as coaply with the Florida Raiding Cock Acceptance No O? 0430 l •Ut E iratioo Duty 2W7 Oy 41i _ �. Miami • • • c Product Control l DI. V I. . f 2 Z t7, W o ° E- w o Ix 0 oa a o C.-) CC .1 ° Z (el' n G1, w W - V 0 i 0 0 0 0 C 1 0 • 0 0 r. N z 0 P 0 rn a 3 0 0 drawing no. W95 -45 sneet 3 01 3 • ••••-•• • • -- 34 1/2 SH window . 2 . 2" . 172 — SH window bath 5dDC. t. LEV Al 1011 (WT) - -351/4 — CM window 35 1/4 CM window French Door fROItT tLtV AT 10 t , ftORT.tt sa .4, 1E)t tlAVATIOit , LOT CN ui • • •• • • • •• • - - • •-•. 34 3/4 SH window 38 1/4 38 1/4 SH window nr e window 38 1/4 SH window • • -. • • - • •- • • • •-• • • • •• • • • • • -- 108 3/4 tr, hole must be 40"x 60 u. • 39" EGRESS CM window 38 3/4 CM window 40 0 ........ 34 3/4 SH window 38 3/4 CM window 39" hole must be 40"x60" EGRESS CM window e""` /-• ,•••••• ,e ,e•-• ,,.., ,..... /.... .,--.. ,,--, ,..... ,....:-. ,...1 ./.... 4 r - , ......, ,..... .,.... ,.., ........ --- ,,--- „,..--. -&-.. 34 3/4 SH window hole must be 35 1/2” x 515/8 CO i ) : 34 3/4 SH window 1-141, - rErzAA,r-E. ram U_AK,50UTit ELEVATIOli- st.: v4.0-0°