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SHUTTERS/WINDOWSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE ✓ Date al // Job Addresitp Alb t/ 9d 51% Tax Folio Legal Description {� I 7 Historically Designated: Yes No / Tenant ! / �1�1'I�+' l,() / /L/ci( Cr Owner's Address X /a,-Qo /i� 9 r d T •; Contracting Co. r9GP A t/1 5 i (> ��S ,46S Qualifier Q r � fi 4 L E )!)p [,€J I Zez_ SS# State # Municipal # Competency # ` i4 So Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one):GUILDRI? ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 4C(' O */f /0 vl S 4 u t-f-s e) '/ 3 Square Ft. rI 4 , ignature of owner and/or ondo President Dat Notary as to Owner and/or Condo President My Commission Expires: . ...WARY SEAL 1 >:.::: .. AC'KE! BUSH JR NOTARY FLWC KATE OF FLORIDA COMMISSION NO. CC713345 MY COMMISSION EXP, 3 FEES: PERMIT RADON APPROVED: Zoning Mechanical Plumbing Building Master Permit # �9 / % Phone & 9 � — 75- Address (3 - 1 , �p S 2 S Y ' 5 F (J4 r,c Pc .3,?J2 " one SY 5 S"�_� D5- r110-33 Estimated Cost (value) S r2'96. °I �— 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. O '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 cons r ction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contracto er- Notary as to Contractor or Owner - Builder M Commission Ex . ires: OFFICIAL NOT PETER QUACKENBUSH JR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC713345 C.C.F. NOTARY ' d BOND Electrical TOTAL DUE y o Date Date Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with • Chapter 713, Statutes the following intormation is provided in this Notice of Commencement. 1. Legal description of property and street address: le a? 7 /J ' S /)'i 5 ' 5 , 2. Description of improvement: /J C. C op ci ;71 d ( "i s 11 3. Owner(s) name and address: No 04, --/ 2 '35 414.4)4, 1 5 C',9r'a'S Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: r 14 V7 LE) hd to it 1. 3720 57 4fi 8y 5. Surety:(Payment bond required by owner from Name and address: Amount of bond $ 6. Lender's name and address: 4v,( ILL 333-a 5 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ditfere date is specified) Signature of Owner Print Owners Nam Sworn to and subscri Notary Public d Print Notary's Name My Commission Expires: PETER QUACKENBUSH JR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC713345 (-gave_ hrs his Y COMMISSION EXP. TED. 9 00 contractor, if any) STATE OF FLORIDA. COUNTY OF DADE 1 HEREBY CERTIFY that this is s fn of the eJ .n th,. ot/i' o ar � J ,4 ptia 18r "O1 /c 33/35 WITN 01R273891 2001 MAY 29 11:07 D.C. Prepared by: J'T�4. &o � ch# hms4 Address: )X 3 /V ' 5 3313h 12301.52 2/93 Forte's Accord ivs. SRatters CO. 13280 N.W. 43rd Avenue, Suite # 2 Opa- Locka, Florida 33054 DATE: JUNE 6, 2001 MIAMI SHORES BUILDING DEPT. 10050 NE 2ND AVE. MIAMI SHORES, FL 33135 BUILDING DEPARTMENT DEAR SIR: FRANK LU BIEN BUILDING OFFICIAL WE ARE THE DADE & BROWARD COUNTY NOTICE OF ACCEPTANCE HOLDER FOR: HT 100 ACCORDION SHUTTER, UNDER PRODUCT CONTROL NO. 99-1116.02. THIS LETTER AUTHORIZES OCEAN SHUTTERS. TO USE OUR ABOVE NAMED PRODUCT AT THE FOLLOWING JOB SITE: MARINA WINKLER JOB OWNER'S NAME 1020 NE 9811H ST JOB ADDRESS MIAMI SHORES, FL. 33138 JOB CITY, STATE & ZIP CODE MOST ' PEC;1 LY, CORPORATE SEAL ELISARDO FORTE HERSHEY OWNER/PRESIDENT Tel: (305) 687 -7776 E -Mail Address: forteshutters @aol.com Fax: (305) 687 -9407 MAXIMUM DESIGN WIND LOADS 1 r FOR ANY TRIBUTARY AREA COASTAL OR NON- COASTAL BUILDING ZONES PEAK ROOF HEIGHT (FT.) POSITIVE LOAD (P.S.F.) ZONE ® NEGATIVE LOAD (P.S.F.) ZONE Q 15 45.1 -61.5 20 49 0 -66.8 25 52.2 -71.2 30 55.0 -75.0 40 59.7 -81.4 50 63.7 -86.8 60 671 -914 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A PEAK ROOF HEIGHT <_ 60 FEET BASIC WIND SPEED = 110 M.P.H. GENERAL NOTES: 1 THESE WINO� I LOADS ARE fOR USE ON GENERAL RESIDENTIAL T ESSENTIAL FACSiTIEES OR P LACES O NOT SSEMBLY. 2 THIS SCHEDULE USES PEAK ROOF HEIGHT IN LIEU OF MEAN ROOF HEIGHT 3 TABULATED DESIGN WINO LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFIZATIONS FOR COMPONENTS ANO CLADDINGS. THE FOLLOWING OESIGN CRITEREA ARE USED A. PEAK ROOF HEIGHT LESS THAN OR EpUAL TO 60 FEET. C BASIC IMPORTANCE C F T FACTOR OF 105 FOR CATEGORY ! STRUCTURES D ENCLOSED BUtLD1NG. GCpi g s 0.25. 1» DESIGN LOADS ARE APPLICABLE FOR COASTAL ANO NON COASTAL BUILDING ZONES EXPOSURE "C" 15 USED FOR ALL BUILDINGS LESS THAN 60 FEET 5 POSITIVE ANO NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON Th+E PEAK ROOF HEIGHT OF THE BUILDING OR STRUCTURE 6 FOR ESSENT)AL FACILIT'ES, OPEN OR PARTIALLY ENCLOSED BUILDINGS LARGER TRIBUTARY AREAS, BUILDINGS GRATER THAN 60 BEET HIGH OR OTHER SITE SPECIFIC CONDITIONS SHALE. BE OETERM+NED AND CERTIFIED eV A FLORIDA REGISTERED PROFESSIONAL ENGINEER 7. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT THE SIGNATURE ANO RAISED SEAL OF V . KNEZEViCH. P E KNEZEVICH & ASSOCIATES, INC. GGN$VLTINO ENGfNEERII• •AOOVCT TE$toNO 12•C N. /ANEWry MK. SATE 1E • FORT LAWF,R ALE, FL 33322 t8S1) 3Liaio0 • FAX: Wei 312-111e • ROPES OOA OS706 WFb4'T>F; NMIW IWE2MICN COY • NAAL KAIRMEZEY1CM.t U COPYPJOHT • 2n00 KNiziVICN i AOSOCIATE6, INC. ALL ROOF SLOPES BUILDINGS S 60 FT. ASCE WIND LOADS COMPONENTS & CLADDINGS 110 M.P.H. V.J. KNEZEVICH PROFQriONA/ Rrosm(I1 FL LIcimml NO: PE 001083 sneer 1 of 1 Fortes Accord io . Medlars Ca 13280 N.W. 43rd Avenue, Suite # 2 Opa- Locka, Florida 33054 DATE: JUNE 6, 2001 MIAMI SHORES BUILDING DEPT. 10050 NE 2ND AVE. MIAMI SHORES, FL 33135 BUILDING DEPARTMENT DEAR SIR: FRANK LU BIEN BUILDING OFFICIAL WE ARE THE DADE & BROWARD COUNTY NOTICE OF ACCEPTANCE HOLDER FOR: HT 100 ACCORDION SHUTTER, UNDER PRODUCT CONTROL NO. 99-1116.02. THIS LETTER AUTHORIZES OCEAN SHUTTERS. TO USE OUR ABOVE NAMED PRODUCT AT THE FOLLOWING JOB SITE: MARINA WINKLER JOB OWNER'S NAME 1020 NE 98TH ST JOB ADDRESS MIAMI SHORES, FL. 33138 JOB CITY, STATE & ZIP CODE ELISARDO FORTE HERSHEY OWNER/PRESIDENT CORPORATE SEAL Tel: (305) 687 -7776 E -Mail Address: forteshutters @aol.com Fax: (305) 687 -9407 MAXIMUM DESIGN WIND LOADS FOR ANY TRIBUTARY AREA COASTAL OR NON - COASTAL BUILDING ZONES PEAK ROOF HEIGHT (FT.} POSITIVE LOAD (P.S.F.) ZONE US NEGATIVE LOAD (P.S.F.) ZONE 0 15 45.1 -61.5 20 49.0 -66.8 25 52.2 -71.2 30 55.0 -75.0 40 59.7 -81.4 50 63.7 -86.8 60 67 1 -91.4 0 8 N W W ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A PEAK ROOF HEIGHT < 60 FEET BASIC WIND SPEED GENERAL NOTES: 1. THESE WINO LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUC T ION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. THIS SCHEDULE USES PEAK ROOF HEIGHT IN LIEU OF MEAN ROOF HEIGHT. 3 TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMPONENTS ANO CLADDINGS, THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. BASIC WINO SPEED. 110 M.P.H. C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY I STRUCTURES. O ENCLOSED BUILDING: GCpi = z 0.25. 4. DESIGN LOADS ARE APPLICABLE FOR COASTAL ANO NON COASTAL BUILDING ZONES EXPOSURE "C" IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 5. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE PEAK ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 6. FOR ESSENTIAL FACILITIES, OPEN OR PARTIALLY ENCLOSED BUILDINGS 0 5 F LARGER E GH OR OT ER SITE AREAS, F CONDITIONS SHALL. BE DETERMINED AND CERTIFIED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 7. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT THE SIGNATURE AND RAISED SEAL OF V.J. KNEZEVICH. P.E 4NEZEVICH & ASSOCIATES, INC. ,CONSULTING ENGINEERS • PRODUCT TESTING 1 1280 N. UNIVERSITY DRIVE, SURE 180 • FORT LAUDERDALE, FL 33322 TEL: (954) 382 • FAX! (954) 382.2989 • FLORIDA COA 93206 * 9SITE: WWW.KNEZEVION.COM • E-MAIL KAOKNEZEVICH.COM COPYRIGHT 0 2000 KNEZEVICH d ASSOCIATES, INC. BUILDINGS 60 FT. ASCE WIND LOADS COMPONENTS & CLADDINGS 110 M.P.H. 110 M.P.H. ALL ROOF SLOPES V.J. KNEZEVICH PROFESSIONAL ENGINEER FL LIcsnas No: PE 0010983 sheet 1 of 1 55' 1020 NE 98 St. Miami Shores, FL 33138 55' IL i To iJ 1 i3 12 115 116 117 191 18 1 2 7 61 51 41 3 aluminum panels mean wind 86" mean roof 164" 1 Front door not to be covered 2 130 X 64 preexisting panels 3 109X52 not to be covered 4 solid wood door not to be covered not to be covered 5 solid wood door not to be covered 6 38 X 40 7 38 X 52 8 38X 77 9 75X77 10 68 X95 preexisting panels 11 75 X 77 12 38X77 13 75 X 52 14 75X52 15 38X40 16 38 X40 17 75 X 52 18 75X52 19 38 X 52 preexisting panels MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Forte's Accordion Shutter Corp. 13280 N.W. 43rd Ave Bay # 2 Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 PRODUCT CONTROL, DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 HT 100 Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1116.02 Expires:01 /13/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01 /13/2000 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 L • Raul Rodriguez Chief Product Control Division •rancisco -. Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Forte's Accordion Shutters Corp. ACCEPTANCE No.: 99- 1116.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -856, titled "HT100 Accordion Shutter ", prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision #6 dated June 10, 1999, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. - These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I -Ielmy A. Makar, P.E., Product Control Examiner JAN 1 3 2000 JAN 132003 Forte's Accordion Shutters Corp. ACCEPTANCE No.: 99- 1116.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE JAN 1 3 2000 JAN 1 3 2003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of' the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. R.//,‘--- I -Ielm A. akar, P.E., Product Control Examiner 0 r2 a1 11/03/99 11:18 11 055 12 , 076 HEADER -CLG. O MOUNTED SCALE HALF SIZE EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE TYP. SLATS 1_4 282 TYPE 2 SCALE. HALF SIZE FORTE'S ACCORDION SHUTTERS OPA LOCKA. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN Fy = 33 KS! POP RIVETS SHALL BE 3/16 "o 5052 ALUM ALLOY 6 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18"' OF CENTER IvERT.) LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 8 DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 96 -024 ANO 96 -037. 9 TOP DETAILS MAY ALSO BE USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. 11 THE PERMIT HOLDER SHALL VERIFY THE ADEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12 ANCHORS SHALL DE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EMBEOMENTLENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES 11 = .055 12, 076 t3 = 097 GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1991. EDITION. 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3 ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U 0 N. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENIERMATE AS FOLLOWS O HEADER 2 WALL MOUNTED ga ADAPTER SLAT SCALE' HALF SIZE SCALE. HALF SIZE 0 VI Csi 0 2 MIN - - 5" MAX ANGLE SCALE- HALF SIZE 0 048 SCALE HALF SIZE 0.107 11 . 055 12 , 076 t3 = 125 0 BUILD -OUT WALL HEADER SCALE HALF SIZE O CENTER MATE 1 SCALE HALF SIZE 222x. m1 r- .n STAINLESS STEEL ASSEMBLY 6600 HOLE 3 860 MAX NYLON WHEEL RIVETED IN PLACE 058 1 100 I 251 ROLLER A SSEMBLY 181. 90' t2 7 r13 ► { I � 1 - 1r> 21 10.3261 620 1 860 0 1! 080 3761 48811376 1400 1 INSERT 0 875 /-'-0 483 .956 517 I I 050 SCALE HALF SIZE 630 I. 375 c1 l li 11 ti j I � 1 230 MAX 30 TOP 0 N N t2 0 0 040"'R r - ml 375 0 J,- J �l r- 2 795 0 1651 285 0 D 059 2 101 0 N 230 MAX SCALE FULL SIZE 2 817 SCALE HALF SIZE 1115 0601 — 1.039 BOTTOM CARRIER BUSHINGS t1 = .055 t2 = 076 13 = 097 0 m ,_ 19 9 }.�Z5_2 + -060 l oI I- I 1t -.060 345 1 095 442c 942 CENTER MATE 2 312 +— 322 485 ,J �o 111 J 1 X230 MAX 300 115 O SILL -WALL g MOUNTED SCALE' HALF SIZE 2.984 9 N I \ L\H 689 14 LOCKING ARM SCALE HALF SIZE 1/8'" THICK STAINLESS STEEL P N j 1 32 1 322 214 0 0 211; 0 1.685 1 465 600 620 1 — N 500 N • L tj 7 r P .055 11 Y P 1 711 SCALE HALF SIZE 3 245 3 049 4 050 0 ADJ. SILL -TOP O ADJ. SILL -BOT. 7 FLAT END SLAT 2 li 060 — 151• 1 350" 250 ! I 949 I 1 391 1 891 15 LOCKING CLIP SCALE HALF SIZE 1600 112- I t2 -;. ++-t 2 1 4831 875 1483 1 1 84() , rt : 055 t2 = 076 WALKOVER SILL 1 g FLOOR MOUNTED SCALE HALF SIZE 060 »-060 ! 080 0 I SCALE' HALF SIZE I X500" o 0 1 0 211 SCALE HALF SIZE 1533 055 -+ ITYP I 1 4 � 0 SCALE HALF SIZE 0375 " R 1 1 m .360310 550 — SCALE HALF SIZE 1.250 0 • 165 1 0 28500 190 X625 N i 095 1 442I I 942 I 1659 1' 2 CENTER MATE 1 CENTER MATE 2 W/ LOCKING ROD SCALE HALF SIZE 2 110 INSIDE HANDLE SHIM (NYLON) SCALE. HALF SIZE APPROVED AS COMPLYING VIITH THE SOUTH FLORIDA BUILDING CODE OUP •r � f ? 2, OO BY r��- , PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1250 1 90° END SLAT o60J SCALE HALF SIZE 3 465 3 267 510 1 D 630 0 0 1 039 f 080 0 435" R 0 135" R 060 —,060 1 345 , 1 W/ LOCKING ROD :4-150 0315"R LOCKING ARM ALIGNMENT BUSHING (NYLON) t = 0 200 0 505 " R 0 0. N U U 2 — Z z cii — Ci 2 Vi 0. In U 1'0: ZZ (I II F U o Y ¢ U su uN — O F � J ¢ Oa 2 N � S • • l . ` U Cn ¢ . • > W < UU W F z N _ Z N N W ). �12 RN Z Z .. q W , m =W ¢ p m D Oc7 ° W —z ° N > ¢ 0 w W� > 33 U z w N cn D I- O 0 1-1-1 z 0 0 a Y $ 8 I - - cc r -- - W w L W N I1 E. >' -' I t^ I co /^ VI Z z 4 Q 0 0 0 Q q ¢ W I C v O . O v E O ¢ % o < 7 -J � o O i W , °° oQ.. ;O 1- I O _ w _ 1Q -- - a Q ,3�Q 00 w o�'WWo; CO -i,i1i i!LL CO M °laid LL' �',W 0) C `i�i W W a a) O . -� " r t C7 � ' O IA ° 1313 > a LL ;5 •- • YY Y r L ? — - IT 3 3 3 ; CJ a o . lo 0 C. 131frlo °°- 1 N h h m 0 V.J. K EV H ■PROFES CNAL NG1NEE11 IFL I r 16 se Na 10983 0 07/23/96) ale j prawn p L a5 7 rCOJC - _ — MC pe ' I. lcnecw•° by V PC V IC L 9 9-856 � zncer 1 of 6 ) 2 -1/4 11 /03/99 11:18 BOTTOM TRACK N T S SINGLE ARM LOCK SINGLE ARM LOCK OPTIONAL DRILL 5 /8"O HOLE FRO BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP 1 TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE PLAN VIEW SCALE CAN BE (5 18 ABOvE OR BELOW CENTER ISEE NOTE 6) (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE /,-7- 3/4 MIN 1 -1/2 MAX JOINT BETWEEN REMOVABLE AND FIxEO SILL 1" x 1" x 1/8" ALUM ANGLE W/ 3/16 - 0 POP RIVETS (r] 6" O.C. PLAN VIEW E REMOVABLE FLOOR TRACK DETAIL - FASTENER 5 2 4" O C ISEE ANCHOR SCHEOULE FOR ANY ACCEPTABLE ANCHOR) 0 ITYP ) FASTENER (5 24 O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER —MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEOULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE INSIDE CLOSURE "T" HANDLE W/ SHIM TYPICAL PLAN VIEW SCALE 3" 1' -0" FASTENER (A 2 4" 0 C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING / GLASS ��/ 0 ITYP I 6 -1/2" 2" MIN / - -/ I 1 SECTION 0 (TYPI ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE FASTENER - TYPE 4' SEE SECTION H ON SHEET 3 FOR COMPLETE INFORMATION 0 14 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEOULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ SHIM OPTIONAL PLAN VIEW SCALE 3" 1' -0" v 25"0 USED WITH PIECES 0 AND LOCKING PIN SCALE 3" • 1'-0" e FASTENER (d 26 O C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ITYP) 6 -1/2" 2" MIN � -i CARRIER BUSHING 12 7/16 "0.0.x0 TOP BUSHING SCALE HALF SIZE P.PPROVED FS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE //2..L et, / (J- OUO DAT BY_e / PRODUCT CI TROL DIVISION BUILDING CODE COMPLIANCE Z ACCEPTANCE HO. --q--1=-/- 6 LONG NYLON It10 x 2" SMS MANUFACTURED FROM 14410HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L 460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP, TOP L BOTTOM) 3/8" 0 0 x 0 90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM a410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 8. .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY 0 Zz N H W � U Q ' Ucr O a- Cn Tn � Qw ozs = w — Z > r W � N N W z Z Y V.J. KN PROFESS axle 2 8 U Oraw■nq no 0 D 2 0 U FL Q' se No P 01098 U 0 199 99 -856 Z 0. 3 0 0: 1) 0: U1 3 I N I 0 w 1- I T 0 0 51 N 2 w 0 J 0 0 1- I CH NGINEER 07/23/96 >c ale Drawn p L s NOTED) HC ae>.gn 1111 sheet 2 of 6 TOP TRACK SECTION •,.. z 4 n N n ' N Z D - -\ J n z 4 N LOCKING Alt . AT SIDE LOCATION MECHANISM OF 1 4 _ 2 -1/4 11 /03/99 11:18 BOTTOM TRACK N T S SINGLE ARM LOCK SINGLE ARM LOCK OPTIONAL DRILL 5 /8"O HOLE FRO BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP 1 TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE PLAN VIEW SCALE CAN BE (5 18 ABOvE OR BELOW CENTER ISEE NOTE 6) (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE /,-7- 3/4 MIN 1 -1/2 MAX JOINT BETWEEN REMOVABLE AND FIxEO SILL 1" x 1" x 1/8" ALUM ANGLE W/ 3/16 - 0 POP RIVETS (r] 6" O.C. PLAN VIEW E REMOVABLE FLOOR TRACK DETAIL - FASTENER 5 2 4" O C ISEE ANCHOR SCHEOULE FOR ANY ACCEPTABLE ANCHOR) 0 ITYP ) FASTENER (5 24 O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER —MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEOULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE INSIDE CLOSURE "T" HANDLE W/ SHIM TYPICAL PLAN VIEW SCALE 3" 1' -0" FASTENER (A 2 4" 0 C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING / GLASS ��/ 0 ITYP I 6 -1/2" 2" MIN / - -/ I 1 SECTION 0 (TYPI ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE FASTENER - TYPE 4' SEE SECTION H ON SHEET 3 FOR COMPLETE INFORMATION 0 14 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEOULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ SHIM OPTIONAL PLAN VIEW SCALE 3" 1' -0" v 25"0 USED WITH PIECES 0 AND LOCKING PIN SCALE 3" • 1'-0" e FASTENER (d 26 O C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ITYP) 6 -1/2" 2" MIN � -i CARRIER BUSHING 12 7/16 "0.0.x0 TOP BUSHING SCALE HALF SIZE P.PPROVED FS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE //2..L et, / (J- OUO DAT BY_e / PRODUCT CI TROL DIVISION BUILDING CODE COMPLIANCE Z ACCEPTANCE HO. --q--1=-/- 6 LONG NYLON It10 x 2" SMS MANUFACTURED FROM 14410HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L 460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP, TOP L BOTTOM) 3/8" 0 0 x 0 90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM a410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 8. .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY 0 Zz N H W � U Q ' Ucr O a- Cn Tn � Qw ozs = w — Z > r W � N N W z Z Y V.J. KN PROFESS axle 2 8 U Oraw■nq no 0 D 2 0 U FL Q' se No P 01098 U 0 199 99 -856 Z 0. 3 0 0: 1) 0: U1 3 I N I 0 w 1- I T 0 0 51 N 2 w 0 J 0 0 1- I CH NGINEER 07/23/96 >c ale Drawn p L s NOTED) HC ae>.gn 1111 sheet 2 of 6 GI ASS on 00014 L7 MIN SNOT TER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5)- O WALL MOUNT SECTION A - -GLASS OR DOOR • H/03/99 11:19 EMBED SCALE : 3 ". 1"- 0" EXISTING CONCRETE MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 5' BUT DO NOT EXCEED 6" SPACING 11 CONT 1/2" 1/2 CONT. MIN SHUT SEPARATION FROM GLASS ALT. ANGLE LEG DIRECTION REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP ) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPES' BUT DO NOT EXCEED 6" SPACING 11/2" _11/2" —EMBE0 SCALE 3 "• 1' 0" ROLLER ASSEMBLY 0 1/2 TYP EVERY OTHER PIN FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1• TW0 1/1 MACHINE BOLTS W/ NUT OR $$14 TEK SCREW (a) 12 - 0 C. (TYP., TOP b BOTTOM) (SEE SCHEDULE SHEET 5) 9 3/16" MAX e CONT EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1 f C NOTE BOTTOM MOUNT DETAIL MAY BE USED AT TOP 1/2 1/4" MAX 1 /4 MAX O 0 CONT O BUILD -OUT MOUNT SECTION E It /2 MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5I- GLASS OR 000R 3/16 "o POP RIVET OR 1112 TEK SCREW Cal 6 0 C (TYP b OS ASSEMBLY 1" x 1/8" ALUM ANGLE W/ 3/16 - '0 POP RIVETS Col 6 O.0 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' 1/1 -20 MACHINE BOLT W/ NUT @ 12 0C (TY? TOP 3. BOTTOM) ROLLER ASSEMBLY TYP. EVERY OTHER PIN O 1/4" MAX 4 N 1/4 MAX EXISTING CONCRETE. MASONRY OR w000 STRUCTURE SFE ANCHOR SCHEDULE- TYP 1/2 " SCALE 3 ". 1' 0 EDGE 0157 EDGE D15T 0 0 N 0 GLASS OR DOOR EXISTING CONCRETE. MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE, TYP FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3 - 3/ 6' POP RIVET Cal 6 " O C. (TYP 1/4" MAX 4. ▪ z a • N IT 7 S X a £ ✓1 3i � x 0 £ u 1/4" MAX. — OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4 OFF (ENTER REFERENCE CONNECTION TYPE 4• O CEILING /INSIDE MOUNT SECTION GLASS OR 000R- 0 10 w EXISTING CONCRETE. MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE. TYP. N_ O Int i EMBED MIN SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 7EMBE0 /A 2 -7/9 MAX 5 FASTENER, SEE ANCHOR SCHEOULE REFERENCE CONNECTION 'TYPE 2 ® TYP TOP b BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• EMBED 1/1" MAX O BUILD -OUT MOUNT SECTION F SCALE 3 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) O T \ \� MAX 1 ALT ANGLE LEG DIRECTION (TYP ti /4" MAX KLBE0 © BUILD -OUT MOUNT SECTION C SCALE 3 ". 1 0" 1/2" l2 LUNI - 1'UH LAHL,LH 1 r Ar USE TWO 2 . 5 AL ANGLES (SEE SCHEDULE 1 TYPE%) FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' FASTENER, SEE ANCHOR BUT DO NOT EXCEED SCHEDULE. REFERENCE 8 -1/2 " SPACING (ONNECT10N 'TYPE 2 - — FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 2• 11 CONT - FOR LARGER SPANS USE TWO 2 : 5 - AL. ANGLES (SEE SCHEDULE 1 TYPE CI MIN SEPARATION FROM GLASS SCHEDULE SHEET 5 EMBED 1/1.-20 MACHINE BOLT w/ NUT Col 12 "0C ITYP TOP b BOTTOM) SCALE 3". 1'- 0" /4" MAX. 1/4" MAX IOTOP b BOTTOM / w 10 0 w GLASS OR DOOR u 0 W O FLOOR MOUNT SECTION BUILD -OUT MOUNT SECTION SCALE 3" . 1" -0" 1 /L" MAX EXISTING CONCRETE, MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE, TYP 2 -- • 2 " • 050 ALUM TUBE TYP TOP b BOTTOM 0 1/4" MAX elf 1/4' MAX FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• BUT DO NOT EXCEED 8-1/2 - SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ai1,Z ' / 206 BY PRODUCT C'NTROL DIVISION BUILDING CODE C MPLIANCE OFFICE ACCEPTANCE NO 6 l — ///6 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3• EXISTING CONCRETE. MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE, TYP W I 0) z 0 0 0 0 0 0 1- I 04 LLa O 0 N y a 3 0 ❑ N o Z a t L 0 O 2 z 4 z 3 Aare Y Y 3 i FL L ell se No Pa 10983 o a n 99 -856 a 3 0 Q 0 W 3 I N I 0 W I >- 10 0 W IA z W 0 J O O 1- I I V.J. KN ICH IPIIOFESSIO A 'NGINEEI1 0 1999_- 07/23/96] L ate 1 Drawn by AS NOIEOJ MC es.rr oyi cnechea of V Jr V )K (- sheer 3 of 6 ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN Tw = 125" 8• -0.. 8 . -1 .. Tf = 125" Tw = 072" 8" -0" 12'-0 - Tf = 224 2" x 9" Tw = 072'• 8' -0 13 " -2" T1 = 274 11/03/99 11:20 EXISTING STRUCTURE — THREE S/16 - 0 CALK -IN (d 3-1/8 - O C. W/ 1 MIN. EMBED. IN CONC. 011 HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST. GLASS OR DOOR GLASS OR DOOR THREE 5/16 - 0 CALK -IN p 3-1/8 - O.C. ■/ 1 MIN EMBE0. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST { • ErtB d I a MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) TOP SUPPORT BEAM DETAIL MIN. SHUTTER SEPARATION FROM GLASS MB d N a EXISTING STRUCTURE (MAX. DESIGN LOAD ± 72 PSF) SCALE 3"= 1'- 0" (SEE SCHEDULE SHEET 51 3/16 POP RIVET OR a12 TEK SCREW (al 6" 0 C vS ASSEMBLY .En. O b OS SCALE 3'. 1 - 0' 2.. x 3.. x 1/6 x 0. -e.. 6063 -06 ALUM. ANGLE ALT LEG DIRECTION THREE -1/4'0 THRU BOLTS 1 " MIN ACCESS HOLE r 0:12 Tw Tf — TI — 1" MIN 2 " 3 "x 1 /6" x 0' 8 " 6063 - ALUM ANGLE THREE - 1/4"0 THRU BOLTS ALUM BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 3. MAX. HORIZONTAL SPANS) 1/4 -20 5 S MACHINE SCREW 3. NUT Cd 12" 0 C. USE THRU 8OLT OR ACCESS BALE AS SHOWN IN DETAIL 1 ALT LEG DIRECTION (MAX. DESIGN LOAD 72 PSF) O BOTTOM SUPPORT BEAM DETAIL J ti 1/4" MAX CC O 3/16 "0 POP RIVET OR a12 TEK SCREW (3) 6 "0C AL BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION 3. MAX HORIZONTAL SPANS) 1/6 -20 S S MACHINE SCREW 3. NUT @ 12" 0C PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRL) BOLT AS SHOWN IN OE TAIL NOTE 1. USE BEAF�SCHEj],ULE FOR DETAILS()H AND) 2 SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5 3 BEAM SPAN SHALL BE CONSIDEREO AS THE DISTANCE FROM QOF SUPPORT TO EOF SUPPORT. GLASS OR DOOR C 7_ EMBED. 1 s \ PLYWOOD AND STUCCO FINISH SCALE 3"= v- 0' t" x 3" x 1/8" OR 1" 1/8"' 6063 -T6 ALUM TUBE (MAX. DESIGN LOAD = -!- 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE 3"= 1'- 0" GLASS OR 000R I YIC ^'jZ •=1-t" EMBED PLYW000 ANO STUCCO FINISH 2 "x 6 " PT WOOD PLATE MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) L O 1 .. 1/2" 1/2 .. 1/4 MAX 1/4 -20 S S. MACHINE SCREW 3. NUT p 12" 0 C. PROVIOE 1'"0 ACCESS HOLE Cul BACK 510E FOR FASTENING TWO 1/4 S S. LAG SCREW @ 24" 0C MAX W / 1 -3/4'" PENETRATION IN CENTER OF STUDS FOR W000 PLATE USE 1/4'"0 S S LAG SCREW W/ 1 - 3/4 - PENETRATION INTO W000 PLATE (J 12" 0 C TWO 1/ 4"0 S S LAG SCREW Cal 74" 0 C MAX w/ 1.3/6 PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = 72 P.S.F.) WALL MOUNT SECTION - USING 2" x 6"I WOOD PLATE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT — / Lu' ' - aDoo BY PRODUCT TROL DIVISION BUILDING CODE C IMPLIAN CE OFFICE ACCEPTANCE N0. � --// / /2. 02 1 /6" MAX Zz _ F 04 (1) UJ r Q 0 O U¢ 0 a oti U) ¢ Q w S 0 > F UJ J N N w z Z° Y 0 0 1- I LL OC U1 3 I O 0 E CC 0 0 0 • U 0 U C/3 W W I._.i olo a ° o� 0 V.J. KNEZEI ICH PROFESSIONA NGINEEI1 FL L■c se No PE '.10983 0 Z a 0 CC 0 II W I N I 0 W F I >- 0 0 w N Z W 0 J O O H I 0 1999 07/23/9G u e _yawn by AS NOTED _ _ MC aL es∎gn b� ( ca 1) ecl.e by _V1K VPK, ara=.nq no 99 -856 sneer 1. _ Or -. MINIMUM SHUTTER SEPA:'ATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) IPSFI ACTUAL SPAN (FT - IN) MIN SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES! MIN SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/1. 40 0 5 - 0 2 -7/8 1 -1/2 7 - 0 7 -7/8 1 -5/8 8- 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/1. 12 - 11 3 -3/1. 3 SO 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 7 -7/8 1 -3/1. 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 0 3 -3/4 3 70 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 2 -7/8 1 -7/8 9 _ 6 3 2 -1/4 10 - 4 3 2 -5/8 80 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8- 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8- 0 2 -7 /a 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100 0 s - 0 2 -7/8 1 -7/2 7 - 0 2 -7/8 1 -3/4 8- 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD IPSFI TYPE A ALL MOUNTING CONDITIONS EXCEPT ©©® IFT -1441 TYPE 13 DETAIL OF OR DETAIL © 6// SINGLE ANGLE REQUIRED 3 -3/4 MAX. B. O. IFT - 1N1 TYPE C DETAIL C DOUBLE ANGLE REQUIRED 3 -3 /L" MAX. 0 0. (FT - INI TYPE 0 DETAIL © 9 MAX O0 IFT - 144) 30.0 13 - 1 12 - 1 13 - 1 12 - 7 33 0 1 3 - 1 7 7 - 0 13 - I 11 - 2 40 0 1 2 - 1 1 10 - 8 1 2 - 5 1 0 - I I 430 12- 9-9 10- 10 -0 52 0 12 - 1 9- 4 9- 7 9- 7 560 11 -II 9 -0 9 -0 9-3 615 11 - 7 8- 7 8- 7 8- 10 63 3 11 - 6 8- 6 8- 6 8- 8 66 3 7 0 - 7 7 8- 3 8- 3 8- 5 67.5 10 - 9 8- 3 8- 3 8- 5 712 10 - 3 8- 0 8- 0 8- 2 75 0 9- 8 7- 8 7- 8 8- 0 874 8- 11 7- 0 7- 0 7- 4 36 3 8- 5 6- 7 6- 1 6- 10 91 8- 0 6- 3 6- 3 6- 6 1(100 7- 3 5- 9 5- 9 6- 0 110.0 6- 7 5- 2 5- 2 5- 5 1700 6 - 1 4 -9 4 -9 5 -0 130 0 5 7 4- 5 4- 5 4- 7 140 0 5 2 4- 1 1- 1 — .. 1- 3 750 0 4 - 10 3 - 10 3 - 10 1 - 0 160 0 4 - 6 3- 7 3- 7 3- 9 1700 4 -3 3 - 4 3 -4 3-6 7300 4 0 3- 2 3- 2 3- 4 190 3- 10 3- 0 3- 0 3- I 2000 3- 7 2- 10 2- 10 3- 0 7100 3- 5 2- 8 2- 8 2- 10 11/03/99 11:21 OL ALT. CLOSURE DETAIL SCALE. 3° = 1' -0 x 2" x 1/8 ALUM ANGLE 3 4110 7EK SCREWS OR 3- 3/16"0 ALUM POP RIVETS ITYP 1 7 x 2 x 1 /8 ALUM TUBE 6063 -T6 ALLOY NOTE SCALE 3" = 1' -0" 2 MIN. FASTENER @1 24 0.C. 1USE ANY ANCHOR IN ANCHOR SCHEDULE) EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE — 810 TEK SCREW OR 3/16' ALUM POP RIVET @ 24 - O C ITYP ON CORNER CLOSURE DETAIL 4;10 x 1/2 GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET @18 "0C. x 1 - -1 - x 2"x.055 - . 2" x 3 - x .055 2 x 4° x .055" OR 2" x S" x 125" AL ANGLE TWO 1/40 FASTENERS EACH ANGLE 1SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) t0 0R 9DOR9a • NOTES 1 REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOITION IN FIELD 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX SHUT TER SPAN 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO OETERMINE MIN SHUTTER SEPARATION FROM GLASS. 2 - M1N { / FASTENER @ 74" O.C. / USE ANY ANCHOR IN / ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE 3" = 1' -0" 2 "x 2 - x 125' ALUM ANGLE CONT SCALE 3 = 1' -0" 1/4 -20 TRUSS HEAD BOLTS 7- NUTS W/ LOCK WASHERS @ 24° O C. W_ EXISTING STRUCTURE HALF OF ® USE MALE OR FEMALE AS REQUIRED OP ALT. CORNER CLOSURE DETAIL 310 • 1/2" GALVANIZED SMS OR 3/16 "0 ALUM POP RIVET LOl 18" 0 C. - t x 1" x 055" . 1" x 2" x 055 ". 2"x3 " x 055 2"x L 055" OR 2" x 5 x .125" AL. ANGLE T A 8 E 2 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM ALLOY (1/8" BELOW CONCRETE) MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) SCALE 3 1'- 0" ; ;05Q ALTERNATE O FLOOR MOUNT DETAIL —N MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE DAT Ii24GQ- / ,2 coo BY . _A...I P 14 PRODUCT COT '0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. _ ///0- 02 EXISTING STRUCTURE a MIN 3.000 PSI CONCRETE CONCRETE FASTENER @ 8" 0 C ANY SCHEDULED FASTENER IS ACCEPTABLE U Zz — 1n Cn. W � � U Q O U¢ O UC N Q z = w —z W -' N N W z Y I (0 Z 0 0 0 0 I LL1 E'- z 0 0 O U U V.J. KNEZ PROFESSION 10 3 cv E7 m 0 0 L9 0 0 U 023 a O a 2 3 . `4'; LL < N L v _ 3 3 3 oo, U Z 0. 0 R 0 Q w 7 I N I 0 w 1- I CO 0 w N Z U1 0 J 0 0 1- I 0 O 2 s e No FL LI P 0 10983 CH NGINEER 0 1999 07/23/96 Ii ara- by 5 NOTED, MC fesogn by 1 cnec6e0 by //JP( J L VP( K { drawer/0 no 99 -856 ( sneer 5 of 6 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) - SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9'-0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 1 . 5 CONNECTION 1 TYPE 2 3 1 . 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE T IM �> 1/4 0 Iiw TAPCON w/ 1 -1 /4" MIN EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 1.8.0 12 12 12 12 12 7 11 5 9 7 12 12 10 5 7 12 12 8 3 5 12 9 12 9 12 7 4 3 6 1. 6 4 12 11 6 5/ �, 4 3 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 12 6 8 12 12 10 6 10 12 9 1. 5 4 12 7 3 4 72.0 12 12 1. 6 8 12 7 3 1. 5 6 4 4 11 5 // 3 12 12 12 5 7 9 12 8 5 6 12 4 1 4 12 7 3 1. 92 0 11 4 12 11 3 5 5 3 4 11 5' 3 4 11 5 r 3 4 4 5 5 r 4 3 3 4 1 . 11 11 - E 5 3 ! 3 12 4 12 12 9 7 4 3 5 4 4 4 12 12 7 4 7 3 4 4 12 12 4 7 4 4 I. 12 12 7 3 L. 210 0 7 3 4 * MI( 1 111111 111111111s * 1ll�umni w> 1/4"0 ELCO MALE/ FEMALE "PANELMATE w/ 1 -1/4 MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 48. 12 12 12 9 3 12 12 12 12 8 11 5 7 8 4 5 7 3 5 5 4 , 4 �' 12 12 8 6 5 11 12 6 I. 6 11 5 9 3 3 8 4 p " 3 8 4 r �, 12 7 4 3 3 7 f 8 4 3 • 0 5 3 3 ,, 5 3 3 3 3 10 8 8 8 8 4 3 4 � / 4 - 4 o do 4/ 12 12 12 6 8 12 12 9 4 5 12 12 8 5 5 10 5' 4 / 4/ 4 3 3 3 3 62.0 12 12 10 4 6 12 12 7 4 6 OF 3 7 11 1. 10 6 4 5 4 3 3 3 9 9 72 0 12 9 12 12 8 6 4 3 I � 1 6 11 92.0 3 9 4 5 3 3 9 3 3 9 210.0 3 9 4 // 3 3 9 4/ 3 3 9 4 V 3 3 9 4 3 ) 480 12 12 12 • 12 12 12 11 6 11 12 12 10 6 10 1012 7 1. 7 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 12 12 11 6 8 62.0 12 7 12 12 12 9 5 9 12 12 8 4 8 •7 12 6 3 6 12 12 12 10 12 12 12 12 7 11 12 12 12 6 10 9 12 10 5 7 1/4"o) POWERS CALK -IN w/ 7/8•' EMBEDMENT . 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 72.0 12 6 11 12 12 7 4 7 9 12 7 - 6 4 3 6 6 7 7 12 12 6 6 3 6 3 6 12 12 - 12 12 12 9 - 12 7 12 10 12 9 12 12 12 6 9 10 5 7 12 11111 9 12 5 8 10 5 7 9 12 10 5 7 92.0 12 12 8 5 8 7 12 6 3 6 7 12 9 12 10 5 7 210 0 7 12 6 3 6 7 12 6 3 6 7 12 .-. 6 3 6 7 12 6 6 m SO 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 / 48.0 12 12 12 9 12 12 12 12 5 8 10 4 6 8 3 5 6 1; 12 9 4 5 12 7 6 9 4 r 12 12 11 10 8 6 3 A 5 3 3 5 3 10 9 5 V , 3 4 , 3 12 12 12 12 12 7 12 5 9 7 12 12 12 12 11 1. 6 5 12 12 8 12 10 '• 5 7 3 4 5 11 6 3 3 62.0 72.0 3 10 5 3 1 /4"m NAIL -IN MIN. EMBEDMENT (MIN 3.000 POWERS ZAMAC W/ 1 -1 /8" P.S.I. CONCRETE) 5% x 3 9 4 9' 3 12 10 3 12 12 10 10 L. 8 3 5 6 4 3 7 12 3 10 4 5 e 3 5 11 3 10 6 3 3 5, 3 mI" mi 10 5 3 92.0 3 3 9 4 0. 3 4 3 10 5 3 ` 2 10.0 3 4 r� 3 3 9 3 10 S I 10 S 3 3 10 S 3 HOLLOW CONCRETE BLOCK D 1 1/4"01TW TAPCON W/ 1 -1 /4" MIN. EMBEDMENT 48.0 124 12 10 6 12 10 8 S 5 6 4 6 3 // 4 �� 3 � 1111 8 8 4 ! %f 4 7 4 ;� 5 �� 5��' 1010 4 7 3 S 5%3 I .� r v 3 6 3 12 12 11 4 6 1212 7 3 4 111 6 j 111113r, 62 s 3 12 12 8 3 4 9 9 3 5 8 5 ' 4 %' 72.0 / 5 5 5 3 Or .12 3 / 3! 12 7 4 3 + 4 8 7 6 6 5 4 4 3 7 6 4 ' 4 % 4 4 4 , A -I- 92.0 7 T 9 6 5 4 O 210.0 d' --A- 1 TTT )1mmnmmTh). ..,1/4. �)lmmnnmlmt> 0 1/4 " ELCO MALE/ FEMALE - P w/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 48.0 8.0 12 12 11 5 7 12 12 8 3 5 12 5 5 10 1 . 12 12 12 6 I 6 5 12 12 9 1. 5 4 6 3 12 Fp 7 4 10 5 5 10 5 r 3 6 2.0 12 12 8 6 11 12 6 4 7 11 5 3 3 8 ' - ' 9' 12 12 10 4 8 4 12 6 12 11 5 i 3 r 4 m I m 72.0 12 12 7 5 6 11 5 TA 3 , 4 3 3 9 8 8 4 9 1. 3 � 3 8 ,..5 12 12 9 9 31 12 8 � �4 3 3 8 4 r 3 3 co I co 4 /1 - / ( // 4 (//- 9 3 12 9 6 4 / i I m l r l 9 9 3 4 / 3 - 9 4 3 m I \ mI 1 I -- 4 -e 210.0 � � 8 4 � ' � 4 f / r 4 r 3 3 9 4 f J/ 3 * 1 11 4 8.0 12 12 9 4 6 12 12 6 3 4 12 12 6 3 1. 4 8 4 3 12 12 12 6 8 12 12 10 4 6 1; ? 9 4 5 5 4 3 11 9 6 3 5 3 2.0 12 12 7 3 5 10 11 5 3 6 10 4 3 3 7 3 9' 3 O 12 12 12 11 5 6 12 12 8 3 4 12 7 3 1/4 - 0 POWERS CA •IN W/ 7/8" EMBEDMENT . 1/4 - STAINLESS STEEL MACHINE SCREW 2 12 12 6 3 4 I �n 9 4 3 4 8 4 . 3 7 12 10 4 5 7 3 3 12 - 9 9 7 5 5 l// 3 � 4 3 710 I m l m 9 9 6 5/ 5 3 3 9 5 3 92.0 8 3 10 7 ' 5 F ig 3 r / 3 3 7 3 , 7 3 / 3 3 � f/ / - 3 3 -- 7 3 1( ? 7 3 4 3 3 3 3 9 9 3 -I- 210.0 7 3/ 3 J 5 3 0 12 11 12 11 4 3 4 I m mIr L0 I J 10 10 6 / Ot• 3 ' / 9 9 4 7 /2 6 5 6 4 4 3 A P' 3 ■ t 3 7 / L / / 6 5 5 1. 3 3 J I m I m I m I m -- f ' 12 r 11 1. 5 12 12 8 3 4 10 10 7 1/ 3 3 r / A t I '0 m N 4 4 �2 4 r 62.0 7 8 5 12 12 8 3 4 7 3 3 6 7 3 4 ./ l 8 9 3 5 5 0 1 /4' ZAMO CERS NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72.0 10 10 8 5 V 3 7 0 5 4 3/' � r 11 11 6 9 / 6 I l \ \ \I 8 6 - 6 I1 1 - 1 3 "4 I. 92.0 6 4 4 . 210 0� 3/ / 5 3/ 5 3 0 v 6 4OP° FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS MIN. 3/4 "•EDGE DISTANCE LOAD SPANS.UP TO SPANS UP TO SPANS UP TO SPANS UP TO (W) 5' -8" 8' -0" 9' -0" 13' -1" ST 1C" ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION CONNECTION CONNECTION CONNECTION NOTE TYPE • - 1 TYPE ' TYPE 1) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 GOOM 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 9 MIUM> 7 7 1 WOOD LAG 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 12 4 i , 6 1 - - 3 / 4 3 / L " MIN. THREE AD D 72 0 12 12 7 5 10 12 12 5 3 7 9 12 4 6 7 12 4 6 PENETRATION SHEAR PARALLEL OR PERP 92 0 12 12 5 3 8 7 12 4 j 6 7 12 1 . 6 7 12 4 6 TO WOOD GRAIN 2100 7 12 4/6 , 7 12 4/6 7 12 6 � 6 7 12 4 11/03/99 11 21 ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 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/ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT 11 FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12 FOR BUILD -OUT MOUNT SECTION 5" 0C ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT' e -u.«th /"S 'ZED BY PRODUCT C01 ROL DIVIS.ON BUILDING CODE COMPLIANC E OFF)CF /// ACCEPTANCE NO._ �Z (U Zz N W 1- I - U 0 _ o 0 a O � 4n y En a; w w = w W N W z Z U dare ti 0 z Z N a w � ' 0 - CC U 0 o 2 1n w <3 •4 a I 0 w F I } co 0 D w z w J 0 O r= I �.J. KNEZ 1CH Pf1OFESSIOt . ENGINEER I FL L nse No r. . 010983 0 1999 07/23/961 a cre ar .. a n by As NOtEJL t & des TIn by r <neched by ! JR dra..mq nu 99 -856 sheer 6 or 6 - COPYRIGHT 0 1999 KNEZEVICH MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 Time Type Insp'n a #14,0 61444 Permit No. 73 ,2 do 2 ' /fa Name 144 Address Company Phone # For Inspector: 4- 0 Z. Name Approved Correction Re- Insp'n Fee ❑ o ?i_s PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date �] 3o G Job Address (0 aD U C 0 Tax Folio Legal Description Qualifier Historically Designated: Yes No V Owner/Lessee / Tenant Rl N 11)1 Y\ (\ ( 1 (l, ( Master Permit # Owner's Address ' 0 as C q S Phone Contracting Co. t)\\ ut) \ ow 5 Address 5 ao 5 1V LO 7 & )9 i.) , • Da o l \ (oY1 hautryl ss# Phone 305` 513- 33V State # C G C 0 4 Q 7 5Y Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. ( 17 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. );8.€A, ignature of owner and/or Condo President Date Notary to • er and/ 'Condo President My Commission EX4WPP A SEAL JOSEPH OAViTz NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 FEES: PERMIT 1 (J lJ .- RADON An sVa J( -xu - 1 k \� t, r)u2 S- 1 Date C.C.F. Estimated Cost (value) Signature of Co 5 coo 0© actor or Owner= : uilder Date Notary as t C.. tractor or • , r- Builder My Commission Ex ices: ' I:HCU t ;v'� i, v 'A y " LAL JOSEPH DAVrr NOTARY PUBLIC STATE OF FLORIDA COMML5S1ON NO. CC828525 MY OOMMISSiON EXP. APR 21 NOTARY BOND _3 Z.) a TOTAL DUE / _ j b Date APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1506 Printed: 8/27/2002 Applicant: MARINA Owner: WINCKLER JOB ADDRESS: 1020 NE 98 Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE Local Phone: 305 - 513 -3388 Parcel # 1132050180310 Fees: Description Amount FEE2002 -4808 Building Fee $100.00 FEE2002 -4809 CCF $3.60 FEE2002 -4810 Buildier's Bond $300.00 Total Fees: $403.60 Total Fees: $403.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/23/003 Construction Value: $5,900.00 Work: INSTALL 7 IMPACT WINDOWS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, serva •r employees. Signed: Signed: 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. Building Permit WINCKLER MARINA ST . Legal Description: 5 -6 53 42 Page 1 of 1 PB 43 -69 REV PL MIAMI SHORES SEC 8 LOT 14 BLK 180 (INSPECTOR) BY: (Contractor or Builder) BY: I`I la� 11011 13 . OCEAN BANK 7650 N.W. 2571/ STREET MIAMI, FLORIDA 33122 1 0. M See aru men 1. See be ALLSTATE WINDOWS DOORS it SHUTTERS INC. 5205 NW 72ND AVE. MIAMI SPRINGS, FL 33166 PqY 1 - , THE • 1 ^ n r -3 ORDER OF J i I (/I J► IQre5, y 1 Wham ed FOR °w(NCA It✓ (Uvti "0090 L9u' 1 :0660 L 139 21: C k or d DATE a i , s , O1 is • LO 10'2 2706711'0s c& $ 3oo- f (oo 9019 6 3 - 1139/660 I0 LLARS 8 Pay to the order of V Memo MARINA D WINO ,.- R MIAMI S HORES, FL 33113 8 WASHING TO W N.E 1 25TH N MUTU Neon MIAMI, FL 33E161 '4L BAN FA 788 -7000 Go too Global warming thre weather events sue REEIdpJ let IN ACTION Greenpeace ship i,1 Alaska ens the future of our planet. Impacts include sever as droughts and floods and destrNetj1 L of � e oral reefs. gt yL 3 11: 4 93 � �:267p Ma= 8 _ g _ a.gervmaucra ww w.meeaaga L, 7 n'aducra.aam , 8... g ►►' 4 16 -eoazaa.zs65 Paper coarama zox ga& -tO^aamv waste. Primed by baaea 6M. Con cr agnaeap al 1.800_326,09 sb 20d 4167 oilars 63-84 13/2670 kffg greonpeBCeaaa.org MATERIAL TAX DELIVERY - INSTALLATION TOTAL TAX INCLUDED S58t e o ai DEPOSIT 4j t) ( ZS 0 0 0 BALANCE DUE ON DELIVERY 3 d $Z 6 ° 7173 N.W. 52nd St. • Miami, FL 33166 (305) 513 -3388 • Fax: (305) 513 -3399 By By r • / tec Qi jG tt s14e t &c th N° QUOTATION ❑ CONTRACT CONTRACTOR'S NAME PHONE # ADDRESS CITY ZIP p RegU{r, G -- (4 , i: ( W f etS c Q e j c v ; a e o ci(e rr !„, (4.010 v QS d e-I c(1d d n `0 (4'1)444 J " \ N, 0 -9 Cdt /- Ls g { e ,p' ►J i Y- 142 t vv O' — ( e Mkt et LEGAL OWNER OF PROPERTY ONLY LEGAL OWNER OF PROPERTY R6 k4 JOB NAME JOB SITS ADDRESS ivl Q )-1%- ' 5 . / - CITY (4' f 5Lte -S / F ZIP 33 t3 Y FOLIO # JOB SITE # Yz- 75(-- dpi WORK # BEEPER # CELLULAR # FAX # D BEFORE SIGNING. ONLY WRITTEN AGREEMENT WILL BE HONORED. 40e; ALLSTATE WINDO ♦ , DOORS AND SHUTTERS (SALESMAN) DATE By ACCEPTED BY OFFICER OF ALLSTATE WINDOWS, DOORS AND SHUTTERS DATE BUYER'S RIGHT TO CANCEL "If this is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement (within the three days) the seller may not keep all or part of any cash down payment" ON REAR NOTICE OF CONSUMER RIGHT k`(ift( -ra j s 14/ ( (1 h e- ( `� 2 - ttit (ts 113 to( ( 4 2- t (v 3S Ceol vo .. 73 A i( r CI Ut 16 119 1 1 F,o# of DATE 7( )- q( 2o01. BUYER'S INITIALS X WHITE - OFFICE /YELLOW - CUSTOMER / PINK - ENGINEERING / GOLD - SALESMAN FAX # BEEPER # 38608 R e-K,vt- ar. � -e4UL e r(A(1 I )t3 4'( 7 - 3 Lj Cc5eRw I HAVE READ AND UNDERSTAND THIS CONTRACT COMPLETELY, INCLUDING THE REVERSE SIDE, AND AGREE TO ITS TERMS. Buyer agrees to make payment in full upon delivery or receipt of the ordered materials. No terms. No discounts. C.O.D. AT DELIVERY DR INSTALLATION Please make all checks payable to: Allstate Windows MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO 'Security 'Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 3M66 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the ART (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Alu3nbau3<n Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "A.1dininum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date. by The Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturefs name or logo, city, state and following statement; "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez.. MIAMI -DADE COUNTY, FLORIDA METRO -DA.DE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 4. D5 STEP 2 STEP 3 STEP 4 $IEP �i STEP 6 2.000 I1 ' TYPICAL WINDDV1 FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAYJMUM SHIM SPACING. USING GRAPHS ON SHE 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHUT 5, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WIT? DESIGN RATING MORE THAN II-3E DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL r GLAZING PRODUCT _ 1 X 2 X i /8 ALUM TUBE 2.000 ----J 3.000 — MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 3 X 1 /16 X 1/8' ALUM TUBE 4.DDD --, 1 Y. S Y, 1/16 X 5/32" [ALUM TUB_ 3.0DD Ennr. DR. HUMAYOUN FARD00 STRUCTURES FLA. PE 15557 DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS LE. WIND LOAD, AIR & WA ER INFILTRA ION, FORCc'3'i ENTI:ZY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDIITONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULL/DNS 10 BE ALLOY 5053 —T5. PROD UCT RENEWED ACCEPTANCE D / - !Z /$. EY2DRA710N DATE O UDJ•Y 2 , 2-007 BY PRODUCT CONTROL DIVISION . BUILDING CODE COMPLLLANCE OFFICE GTTov.3n° no. M95 -08A; J sheet 1 of J Z - 1 1 1 1 1 1 t ' ANCHORS TYPE C I , 20 3E 40 gE CB 70 9E •1 • GLAZING 1 • PRODUCT `• 1 ANSHO^�� AD, OR C GLAZING GLAZING PRODUCT PRODUCT 3 I MULLION SPAN 1\ \I 11 I I 1 1 1 11141C1-13R3 TYPE A 7 -.D 1 A:^e 1 rTT „„f fu g 'TYPE 2 3 1 I 1 1 ), \I 1 1 1 1 3 n-L , 1 , _is,. N I • • 1 1 - , � N I �' , 1 1 �I jj . 1 1 1 1 1 1 D I 1 _ \ 1 SUM. I Ir . aE \i 7C \ 1 \ \ I \ 1 mfr. uL ► 'AL kL 1 IllangialiMi R - r_ •c ■ VIIIIIMUMB 20 1 1 ,1 1 5E 4 18 T RI U T 9• 511 WIDTH ,n, „ 1 1 11 b>3 70 - T , -IT'A , „ BI, J lffikERMIIIIIMMIIIIII MIIMMATAINIIIMIN 1 111 1 „ , , 1111 1111 , 1411 1 1111 ES 40 S t bg 7 sg II I f2 P Z - 1 1 1 1 1 1 t ' ANCHORS TYPE C I , 20 3E 40 gE CB 70 9E •1 • GLAZING 1 • PRODUCT `• 1 ANSHO^�� AD, OR C GLAZING GLAZING PRODUCT PRODUCT 3 I MULLION SPAN 1\ \I 11 1 1 1 1\ I 1 \ \ 1 1 I j ANCIaDL;;" \ 1 \ 'TYPE 2 3 1 1 ), \I 1 1 1 1 3 n-L 1 .111.1. \I\ 11 , _is,. N I • • 1 1 - , � N �' , 1 1 �I jj . 1 1 1 1 1 N D I 1 SUM. I 7C \ 1 \ \ I \ 1 mfr. uL ► 'AL kL 1 IllangialiMi VAIRMIELIIKIMIEM InittelINIMEIZIME WINUMOUNIMMICIII I NIMINIARIRIMM 20 1 1 ,1 1 5E 4 18 T RI U T 1 11 ARY 511 WIDTH ,n, „ 1 1 11 b>3 70 - T , -IT'A , „ BI, Z - 1 1 1 1 1 1 t ' ANCHORS TYPE C I , 20 3E 40 gE CB 70 9E •1 • GLAZING 1 • PRODUCT `• 1 ANSHO^�� AD, OR C GLAZING GLAZING PRODUCT PRODUCT 3 I MULLION SPAN v %.1- _ )1.4�'l\! - -1 -a 4 M 0. 1 1\ I 1 \ \ I \ 1 \ I � �� 8� , _is,. N I • • I I\ - ''I-.I I N �I jj . 1 N4404; D I I 1 GLAZING 1 • PRODUCT `• 1 ANSHO^�� AD, OR C GLAZING GLAZING PRODUCT PRODUCT 3 I MULLION SPAN -a 4 M 0. 11 � ijH±LJI7 _ 1 Ili W1 y i 1 I. \� !•\ i ii 20 50 4.1'.1 bL� b0 70 B9 ANCHORS rTYPE AB, OR C c' !IL L _1U; LL•`ni;' 1 .:1 - :,':2.N i 3 t I 1 I\ I 1 j 3 1' °.� u :' AL '.. - ic-r l DJ , 1 1 , 1 1 — \ 1 - H 3 i 1 1 �J]J I I i I 1 zi,1 \1'L -' 11 - 1-?JJ 11 —31 � , v 1 J 1 �P- 1 1 �llL q 1 ,___, 1 '� 1 \ 1\ 1 Iii I \ r\ — I 1 g'.3 ~ 3 ! ta ' I 1 �_1 11 H 1 1 1 \ 3 i� I I I R. i . 213 29 . E_Ef .I3 '7B P9 TRIBUTARY i4I3T3i - INCHL3 TRIBUTARY WIDTH - rNDIES ANCHORS TYPE A.E. OR C GLAZING' PRODUCT Nliti VEr L3ULJJDN GLAZING G PRODUCT 11 \ ANCHDRs C 1 A.S. OR Y,'2 TRIBUTARY WIDTH - W1 W2 2 r-HOP.,ZONTAL MULLION >9 TYPICAL 1J ARRANGEMENTS • ANCHOR -LOAD CHART TPI U T ARY WIDTH - INCHES 17_ 1 r '_LT1O I i )1r C',-,'; R — _ t 1 Lr 7LEr I : e,.> Z' >: /�" ALUM. Td15' 1 I\ "1 - E , 1 'D' { 1 t 1, - `1C l>:6_1s k( r71 caw II '-' 3 1\ \ i. 1 --- r ---,--i---;-- , -,:_ - _,__,_, t-ti _.. A , ,;_.; 2, I - ITITTHE - I . -- 7 ,,-j---A/2 1 ti :i I 1 \I I i =' 1� ! M a i ED .L �r,tiN1 L' y 0 2 1 - 1 ,. E 1 to\' l i \ .� 3 \1 1 � 1`\ ; 1 I . \1 ' A 1 IN 1 1\ 1 1 1 \\ ' I r P9 . TRIBUTARY 1TH - TJ9 H"° $ l1i f \DJ1r /I yU, —r AND R LOAD HART FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. » = \1 I\ i 1 i 1 1 1 \�. 1 IN. 1 1 1 `1 1. 1 �' `\1_;?s •N 1 1 y 1 1 1 m 3 1` l \l I\ I I N I 1 1 20 311 C D SPi bL 7L' B TRIBUTARY IJIDTr1 - INCl S Ewan DR. HUMAY T)ROOQ STRUCTURES FLA. PE # 15557 .b 11L L I— '�\ I 1 N 1 1 "1—. 1 I � t 3 L I ir' 3 1l! - �\ I � - 1\1_1 1 110 7 014 LJ3 fl z C3 1-4 0 L_J ACCEPTAIN'CE 1,1, 01 7 (8. rE T RATION DAB By 19 OD1JCTCtN ,D:VERrs B UNGCABCO LL NCEO 1, , 1 1 iT ANCHOR 3_3!,•3 C 1 iR . TRIBUTARY WIDTH - INCHES PRODUCT RENE'W'ED 2 X 2 X ; /O t \ ALUM /JCL E 4 'JL�U3I i>31�3U11 + L 2/ ANGLE j '� • j -MULLION MULLION 2 X2Y11/8" ALUM ANGLE C Y) - MU+! 1OW SILL 2 X 2 X 1 /£" ALUM ANGLE 2- 5/8 LONG ANCHORS TYPE J',' li \ I It. t• • \ 1 I 2.000 I MIN. 1 i I I ■ 1 G I i 1 I 1 t L 1 . ;y ;4 S.M.S. i -1/2' r74BED INTO WOOD 3/ ANGLE 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE 3111 OR TRIM I • ° , G ' 3/15 DIA. TAPCON PRECAST CONC.- 1 -1/2" MIN. DJBED 1 / ANGLE 2 X 2 X 1/8" ALUM ANGLE S.M.S. 3,3311�ili�li 2/ ANN L 1 1 1 -- r= 40 -__ J -MULLION 1 1 r MULLION 2 X 2 X. 3/8` ALAI ANGLE 2 -5 /8" LONG r 71H --j 1-- 325 TYF. MULLION CLIP (ALT. TO ANGLES) THIS CUP TO FLOAT INSIDE MULLION (NO SIDE FASTENERS REDD.) ANCHORS TYPE c. • L , 14 S.M.E. i -1/2" MIN. EMBED INTO WOOD 2/ ANGLE r \� Env: DR. HUMAYDUN FARDCQ STRUCTURES Flt PE 5557 DEC 1 2 7001 I.dULION- `J ;/ ` 1 : V i CH VDDI3 BUCK f c 11 � � , � 7 U t C= '�'� +i:z7i 1 `, C . ; , __. • L c'+ \ 1 C:1 ?F ANGLE TD Ii/SJl�?l' + 1' U t• ALUM ANGLE T w > O '" t 1 _. ' w ' i ' - e) I V n S.M.S. I +llllPi3liiii31i37i1311311iP.a O L • I ../ ]4 k +GLL .S' I I n i I f o; 1 1 2 ...-."- ''' "c I: 1 E14,1 a . u • I - MULLION TYPE 2 X 2 X i /E' ALUM ANGLE 3 -5/8" LONG y /4" 7f3-CUId { -- -- '— ] -i /4" 1IN. E)45'f?) li (ilit.;1/ MCL 1 WOOD SUCKS NOT °Y TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED ACCEPTANCE No. 0I - 1Z! 8- PRD CONTROL DIVISION RuaMG CODS CO?.2 01-"TICE i t+1U1111U11Ui11U ? • I II 1 CONCRETE OR / ) CONC. FJLL�t ?LOCKS • • � 2 1 f M I A 111 I.OADE PRODUCT CONTROL NOTICE OF ACCEP'T'ANCE 1'1;"1' Industries 1070 Technology 1)ri►'c Nokomis ,hL 34275 :1P1'ROVED: 12(37/200 I 11lI.. i ' I- 1):\IE COUNTY, FLORIDA I\ IETIZO-DA DE FLAGLNR 13U1!.0 N(i 111'11.1)]~(; ('ODE ('O. \II't,I..\'( :OFFICE \!I: 1'1(0.1) : \I)1', t'I.rl(il 1 :It I1t :11.1)1 \(i 1•11) 11 'Ii11 . F1..1(il.1 :.1( S'I'I(1:I('t. St )r11{ Io0; 111;1, \II,I:I.0I <11):\ 3J1.U•1(,i 11 )5) .175.2901 l'. \X I ±Uj) 375-290S (1).` ■( "1'011 I.I('1'N l.\'C St'( "I'IO\' (.1(IS) 1)i.2527 IAN (,lO 17∎.2 is l'O,\'I IC :1(`1'01( r..\'I OI((a :.11):. \I' (,h)) 375.2%6 l'AX 1'1101)1 :('I' ('U \'I I(OI. 1)11'1~10 \' (305)173.2Q02 1:•1.\ ow) i02.6,114 Your application for Notice or Acceptance (NOA) of: Aluminum Casement 11'indo►r Inll);Ict under Chapter 8 ol'the Code of 1Vliami -Dade Count' �governing the use ol'Alternate Nlaterials and Types of Construction. and completely described herein, has been recontnmended for acceptance by the Miaini -1)ade County 13ui1din Cod Compliance Office (13CCO) under the et)n(iitions specified herein. This NOA shall not be valid alter the expiration date stated below. 13CCO rescr,'es the ri�.;ht to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. 11 this product or material fails to perlorm in the approved manner, I3CCO may revoke, modit }', or suspend the use of such product or material immediately. 13CCO reserves the right to revolve this approval, if it is determined by I3CCO that this product or material fails to meet the requirem:nts of the South Florida 13uilding Code. The expense of such testing will be incurred by the maI)tllaeture('. ACCEPTANCE NO.: i)1 -1 1() :S.O7 EXPIRES: 0 I /2,S/2007 Raul Redri,uei Chief Product Control Division TIIIS IS THE COVERSIIEET SEC ADDITIONAL PAGES FOR SPECIFIC AND GI:NI:R :\1, CONDITIONS BUILDING CODE & PRODUCT REVIEW COM1111TTEI: This application for Product Approval has been reviewed by the 13CCO and unproved by the Building Cud and Product Review Committee to be used in Miami -Dade County, FIorid(t under the conditions set forth above. Fr :Incise.) J. Quintana, 11., \. Director NI i;)1ni -17ade County 13uilding Code Compliance OBier lls 500014pc2000 \ltemplateslnotice acceptance cover page dot Internet mail address: postmaster qbuildingco(Jconline.cuul Iluntepage :1111): / /wws.bi11ldingcu(1eonlinc.com 1:'G'I' Industries. NOTICE OF ACCEPTANCE.: ACCEPTANCE No.: 01- 1105.07 APPROVED: December 27, 2001 EXPIRES: January 28, 2007 SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews Notice of Acceptance (NOA) No. 00- 0804.03, which was issued on December 7, 2000. It revises and renews the approval of an aluminum casement window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SPBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SPI3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "C -700" Outswing Aluminum Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No 339, Sheets 1 through 5 of 5, titled "Aluminum Casement Impact Window," prepared by manufacturer, dated 2/13/98 and revised on 11/6/01, signed and sealed by Robert L. Clark, P.L•., bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document 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. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection sy stem. S. 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 fo lowing: 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 he proposed installation. 6.1.3 Any other documents required by the I3uiiding Official or the South Florida Building Code (SFF3C) in order to properly evaluate the installation of this system. t Raul Rodriguez, Chief Product Control Division PGT Industries. ACCEPTANCE No.: 01- 110.07 APPROVED: December 27, 2001 EXPIRES: January 28, 2007 NOTICE or ACCEPTANCE: S'T'ANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documentation, including test supporting (ata, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: :a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the cock changes; b) The product is no longer the sane product (identical) as the one originally approved; c) I f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and stated the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials. use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior wr tten approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any oi'the lbllowing shalt also he grounds for removal of this Acceptance: a) Unsalislhclory periormance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising, or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the user by the manufacturer or its distributors and shall he .wailablc for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Notice oiAcceptancc consists of pages 1, 2 and this last page 3. ENI) OF THIS ACCEPTANCE 3 Raul Rodris±uez, Chief Product Control Division GLASS OPTION 6 DESIGN PRESSURE RATING (P. S. F ) WINDOW WIDTH wINDOW HEIGHT 50.625 56.000 j 63.00 1 NEG. P05. NEC. POS. NEC. P05. 64.000 - 75.0 75.0 -- 75.0 75. - 75. 75.0 66.000 -75.0 75.0 -75.0 75.0 -74.2 74.2 72-000 - 75.0 75.0 -72.8 72.8 -- 65.2 65.2 74.000 -75.0 75.0 ` -70.2 70.2 -62.7 62.7 ALL SMALLER SIZES NOT SHOWN ARE 4/- 7.5 P.S.F. .r 63' MAX. 5 MAX. 6250 4 " (SCE NOTE 4 ) -.-- I MAX. "- ON CENTER f x 36. 125 4" 74" MAX. SEE SHEET 4 OF 5 FOR SECTIONS do GLAZING OPTION DETAILS - 4" (SEE NOTE 4) 7 36.325 5 MAX. fli Roberi L. Clark. P.E. PE /13V712 Strut' aural LARCE MISS /LE IMPACT WINDOWS 1.) CLAZIN'G OPTIONS: 5/16" (.350) LAM!NATEO GLASS W/ MONSANTO SAFL£X OR DUPONT PV8 1'i /BUTACITE INTERLAYER. A. 1 /5' HEAT STRENGTHENED GLASS. .090 /N TT 1/8" HEAT STRENGTHENED C: - 8. 1/5 ANNEALED GLASS, .090 INTERLAYER. 1/6" ANNEALED GLASS 2.) CONFTCUR 77ONS: XX 3.) DESIGN RATING: A FOR GLASS PRESSURE OPTION A (HEAT STRENGTH ALL SIZES ARE 4-/- 75 P.S.F. B FOR CLASS OPTION 8 (ANNEALED) SEE TABLE. 4.) ANCHORS: max. 5 FROM EACH CORNER /10 SCREWS - 2 ANCHORS 4 APART .1" FROM EACH MEETING RAIL 3/16 1APCONS -- 1 ANCHOR. 4 FROL4 EACH MEE 77NG PAIL MAX. SPACING AT 1(&4D et SILL_ 1 1 ' MAX. SPACING AT JAMB'S: 7 ! 5.) SHUTTER REQUIREMENT: NO SHUITCRS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 FAT INDUSTRIES 1070 TECUNOLOCY 0RNc' NOKOW FL 34275 Titie: APPROVED AS COMPLYING YvTT1i THE SOUTH FLORMA >3L11L0[NG CODE DAT BUILOWC COCE COMPLIANCE O' ICE ACCEPTANCE NO. 4L ' 110(4_ U � MO ar F K. RiVrra Er;. F.K. Orcrr. Br 0.8. Dem+arion: Late: Revisions. 11/6707 ADD SHT & TABLES Dole: 7/30/01 o: o {� 2/x3/98 Rer.'sions: T8 & EXTR. ELEVATION 'XX" CONFIG. P.O. BOX 1529 NOKOMIS. FL 34274 Series /44o4e1- C -700 SCOte: NTS Sheet: 1 of 5 1 ALUMINUM CASEMENT IMPACT WINDOW a/O i.M9 Uo 339 GLASS OPTION 8 DESIGN PRESSURE RATING (P.S.F.) WINDOW WIDTH WINDOW HEIGHT 68.000 70.000 1 72.000 NEG. POS. NEG. POS. NEG. POS. 28.000 — 75.0 75.0 —75:a 75.0 — 75.0 75.0 32.000 —75.0 75.0 — 74.5 74.5 — 72.5 72.5 ' ALL SMAI LER SIZES NOT SHOWN .4RE -t /— 75 P.S.F 5" MAX. TYP. 72" MAX. 29.723 v. 32' MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTOON DETAILS 1 1 7 " MAX. ON CENTER 1 5 MAX. —� Robert L Clark. P.F. PE *39712 Structural INDUSTRIES 1070 TECHWOLOGY MAC NOKO> S FL 34275 P.O. t3OX 1529 NOKOIdIS. FI 34274 LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (.350) LAMINATEQ CLASS W/ MONSANTO SAFLEX OP DUPONT PV9 W. /BUTACIT£ INTERLAYER. A. 1/8` HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8" PEAT STPCMGME.NED CLASS B. 1/8" ANNEALED GLASS. .090 1NTERLAYER. 7/8" ANNEALED GLASS 2.) CONFIGURATIONS: X 3.) DESIGN PRESSURE RA17NC: A. FOR CLASS OPTION A (HEAT STRENGTHEO) AU. SIZES ARE +/ — 75 P.S.F. 9 FOR GLASS OPTION 8 (ANNEALED) SEE TABLE. 4.) ANCHORS: MAX. 5" FROM EACH CORNER MAX. SPACING AT HEAD de SILL: 1 7 " MAX. SPACING AT JAUE S: 1 1 5.) SHUTTER REOUIREMENr: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTI. -2246 Revsd by: F.K. Rend s F. K Grown Oy D.B. Ocscriplon: rtre: Glatt: 71/6/0 Dow 7/30/01 Date: 2/1 3/ . 98 ELEVATION "X" CCNf IC. APPRO./EOM COMPLYING 'MTh TS4E SOUTH FLORtc7u. eiJI ING Cf fE tR'Itr Ell eY Revision:.- PR6DJ 1 CO OPA ADD SHT & TABLES BUILDING CODE COMPLIANCE OCFICF TB do EXTR. FccsarAnrcF r+a. 01- tit t - ALUMINUM CASEMENT IMPACT WINDOW Ser+es /Uodet: Scott Shert: Orvrinq Na. 7 7 Rr.. C -700 NTS 2 or 5 .339 t E TYPICAL MAIN • FRAME CORNER REFERENCE TEST REPORT: f7L -2246 TYPICAL sASNfORNER TEM PGT # DESCRIPTION 1 60228 FRAME HEAD SILL JAMB 2 69999 FRAME MEETING RAIL 3 644588 SASH HEAD, SILL, JAMB (IMPACT) 4 781 POA 8x 1 SCREW PAN HD. QUAD. 5 7CORNMLG LG. MAIN FRM, CORNER KEY 6 7CORNMSM SM. MAIN FRU /SASH CORNER KEY 7 40712 PLASTIC MAIN FRM. CORNER KEY 8 60200K W. STRIP, .190 r .200 OLON 9 60150K W.STRIP .190 r .150 OLON 10 6FRM8K 11 49004 MAIN FRAME BULB WEATHERSTRIP 4 4 SASH-LOCK 1Z2 12 7KEEP SASH LOCK KEEPER 13 7CAOR /L CASEMENT OPER. RT /LEFT 14 77RAK OPERATOR GUIDE TRACK QTY. 4 (4 1 ( 8 (4 4 (16 (main frame /sash assy. screws) 4 4 4 T at 2 t LOCATION in moire from in vent top roil at vent bottom c side roils) SCHLEGEL CORP. I.h.Jrjomb, 12 from ends vent mtq rail 12' from ends • lower right frome corner) 1 . er o • erotor 15 7CEHG STANDARD HINGE 2 1 • right frame corners 16 770516PPA 10x5/16 SCREW PAN H0. PHIL 72 6) {operator /hinge /Irok screws 17 5 76" .350 W MONSANTO INTERLAYER 2 1 18 5 16 .350 W /OUPONT JNTERIAYER 2 1 19 5536168 EXTRUDED GLAZING BEAD 5 16 8 4 20 62899C SILICONE 21 6SM55W SEAM SEALER 22 6TP248 VINYL BULB WEATHERSTRIP 8j) NOTE: OTYS IN BRACKETS ARE FOR X CONFIGURATION INDAL ALUMAX INDAL FASTEC INO VENDOR PRECISION FAB. PRECISION FAB. VINYL -TECH. PCr SCHLEGEL CORP. PROTOTYPE PLASTICS VINYL -TECH. / PGT TRUTH HARDWARE TRUTH HARDWARE .TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER H.P.G. H.P.G. ALUMAX 00w CORNING SCHNEE- MOREHEAD TEAM PLASTICS VENDOR g CAS -44451 CAN -44207 GAS -44588 0200x190 0150x190 FP-175 BLACK 49004 208000 23 -19 -23 -002 301 35.10.00. 101 5361 899 SM5504 TP -248 APFROMED A 00UPkYuua 144 H THE 8011TH R.OluDA autumn coot. oon �t1 42 RODUCT thMRot OtViSr WILDING CODE COMPLIANCE OFFICq ACCEPTANCE NO. Bt-tt II/ / Robert L. Clark. P.E. PE #39712 . Structural INDUSTRIES r070 TECHNOLOGY OWL' NOKOMIS. Ft 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Re.s4 8Y F. K. 14c",1 . Drawn By: D.B. Description: Ser%c04.d4: C -700 Dote: 11/6/01 7/30/01 Oats 2/13/98 PARTS LIST rine: ALUMINUM CASEMENT IMPACT • WINDOW Score: NTS P.e ,Ohms: SHT NO. Rev:s:ons: T8 de PGT P /Ns sheet: 3 0, 5 Dra,riny Nn. 339 Rev: 1 63 MAX. HEIGHT 1.182 REFERENCE TEST REPORT: FTL —2246 2.000 -- j SECTION A —A 1 -924 t 1 frx3 TMC cN(SS • .06J .250 MAX. SHIM SPACE 56 1 /2" MAX oAYL1cwT OPENING .250 MAX. SHIM SPACE GLASS 1 'i•J��E — 1/8" ANNEALED GLASS .090 UNTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED CLASS 30 7/8" MAX. —1 DAYLIGHT OPENING TYP. Robert L Clark, P.E. PE #39712 Structure! SECTION 8 -8 FA INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL -34275 P.O. BOX 1529 NOKOMIS. a 34274 Seri es /Wcfel: C - 700 CLASS 1 2.000 1 1/8" HEAT STRENGTHENED GLASS NOTE: 1NTERIAYER IS .090 MONSANTO SAFLEX OR, DUPONT w /BUT4CrTE GLAZING OPTIONS: 5 /16" (.350) LAMINATED GLASS Rend By: Dote: RcriSionr F.K. 11/6/01 GLAZING DET. Rcv.d Sy: Dofe: Revi,rons: F.K. 7/30/01 T8 & MAX_ DIM. .090 /NTERLAYER (SEE NOTE) 1 /8" ANNEALED GLASS Drown py Dore: D.B. 2 13 98 D.,cripf:n: SECTIONS & GLAZING DETAILS APPROVED AS COMPLYING wrrH Scut PicelDA FLU1.DR?G CODE unit • *r. @trn.t r..; CODE COM9JAUCE OFFiCg ACCEPTANCE No. 01 ' Ii- *1 ALUMINUM CASEMENT IMPACT- WINDOW Scott: NTS Sheet ea 5 D•rrwin9 No. 339 TYP. HEAR, SILL JAMB 2 x WOOD BUCK • 3/16" TAPCON NO C . StNK RECD. (NOTE 2) MAX. TYP. HEAD, SILL JAMB NOTE: 1. REFERENCE TEST REPORT F7L -2246 & COMP. ANALYSIS SHEETS FOR, ANCHOR SPACING & STARTING POINTS. 2. USE MIAMI —DARE COUNTY APPROVED TAPCONS. 1 1/4 MIN. • 1 x WOOD ' BUCK I Rohcn L. Clark. P.E. PE #39712 Structural 1. {02 INDUSTRIES 7 070 TECHNOLOGY DANE NOKO4 F1 .34275 • P.O. 80X 529 NOKOM1S, FL 34274 MAIN FRAME 6063 —T5 ALUM. ti / FRAME MEETING RAIL 606.3 —T5 ALUM. Rand 8r F.K. Rand AY- F. K. D.8. I.scrip(km: rue: Dare: 17/6/0 Oar.: 7/30/0) J 2 / i3 /ga Reris:ons: RUV ALT. ANCH. TS & EXTR. SASH FRAME, IMPACT 61)63 —T5 ALUM. 050 } .526 i J 1 .096 F-�— 62 GLAZING BEAD. 5/16 6063 —T5 ALUM. APPROVED ASCO?.tP! YNO MTH tI4E SOLTTr' FLORIDA BUILDING CODE DATE .1Q6 BY - PRODUCT CONTROL DMS!"35 BIAU J M CODE COUGUANCE OFFICE ACCEPTANCE NO. {tt - t i +Q r ANCHORAGE & EXTRUSION PROFILES ALU✓+INU:M CASEMENT IMPACT WINDOW Series /uodN: Sco'c: sheet. C - 700 I N 1S 5 ar 5 Oro.rng No. 339 07 -15 -02 10:36am From -PGT INDUSTRIES t, 7 T T M1AMIO UILDING CODE COIIIPLIANCE OFFICE (RCCO) RODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GT Industries 070 Technology Drive okamis, FL 34275 OPE: This NOA is being issued under the applicable rules and regulations governing the use of constr, 'he documentation submitted has been reviewed by Miami -Dade County Product Control Divis by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas u Cite Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count 1 ivision (In Miami Dade County) and/or the AUJ (in areas outer than Miami Dade County) t have this product or material tested for quality assurance purposes. If this product or material I, tie accepted manner, the manufacturer will incur the expense of such testing and the AHJ revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA 1? revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 1 tltatcrial fails to meet the requirements of the applicable building code. . PPROVAL DOCUMENT: Drawing No. 4210, titled "Aluminum Fixed Window", sheets I tl is product is approved as described herein, and has been designed to comply with the High VI rte of the Florida Building Code. ESCRIPTION: Series "PW 701" Aluminum Fixed Window :roared, signed and sealed by Robert L. Clark. P.C., dated 4/18/02. bearing the Miami -Dade Cc ontrol Revision stamp with the Notice of Acceptance number and expiration date by the Miam roduct Control Division. ISSILE IMPACT RATING: Large and Small Missile Impact and Non - Impact ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, lowing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted I ENEWAL of this NOA shall be considered after a renewal application has been filed and Cher Lange in the applicable building code negatively affecting the performance of this product. 1 ERMINATION of this NOA will occur after the expiration date or if there has born a revisits' atcrials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorscn roduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Fail ith any section of this NOA shall be cause for termination and removal of NOA. DVI:RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florid. tic expiration date may be displayed in advertising literature. If any portion of the NOA is disp done in its entirety. SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or d shall be available for inspection at the job site at the request of the Building Otiick& his NOA revises NOA # 01- 0109.02 and, consists of this page 1 as well as approval document he submitted documentation was reviewed by Raul Rodriguez. 02 9414801900 MUAN11 -DAD1E ME TRO-DADE I 140 WEST FLAGLER 5 MIAMI, 1 (305) 375 -2V01 T -325 P.01 F -313 'OUNTY. FLORIDA .AGLER nuit.DING REET, SUITE 1603 .ORIDA 33130-1563 FAX (305) 375 -2908 :lion materials. in and accepted acre allowed by Product Control serve the right to tits to perform in nay immediately reserves the right at this product or scity Hurricane vugh 7, my Product Dade County ;talc and rein. has been no sr change in the :nt of any re to comply and followed by .yea, then it shall s distributors Mentioned above. NOA I o 02 -0423.05 Expiration Date: Fehr ary 25, 2006 Approval Date: lay 23, 2002 Page 1 c011 /1_ h'E 7.NALYS'S FOR 3116' TEMPERED GLASS FTL•1330 W11970W HEFG7ii WiIc•OW I W107H ! 260307) 32.375 j3) 511525 j4) 13J300S41 74.00055) .NEG I POS NEG P05 KEG P05 1 NEC POS NEG P05 16.000 12J ; -135.0 I _ 1333 -1350 133.3 -1350 133 3 -1342 133 3 -1053 105.3 19.125 42j ► - 135.0: 133.3 -1350 133.7 -1350 133 3 -127 7 127 7 -104.0 1000 24.000 421 ! -1350 ' 133 3 -135 0 133.3 -132.9 132 9 -4070 107.0 -8191 5211 ' 26 500 121 : -1213 . 1211 41713 117 0 -17170 , 117.0 -99.5 , 99-1 -76 5 75.5 30.000 423 1 - 1213: 1215 -91.3 91.3 41.3 , 913 -912 ' 913 -69.6 6916 37.000 43j ; -121.5 ; 121.5 .602 60 2 - 602 60.2 -602 532 -6.4 66A 36000 431 - 121.5 ' 1215 -53.4 63 4 43 4 t 634 -03.4 : 63.1 a1 1 61.1 1 37 000 131 -121 5 121 5 -60.0 60.0 -60 0 I 600 -00 0 : 60 0 300 600 CARA1WE A47ALYSIS FOR 1rd' TEMPE.REI3GL*S5 FT1 -153? WINDOW W1DTFL WINDOW NE1GHT 26.000 52) 36.375 131 50 17354/ 13 004141 71130055] , NEG POS ^ tiEG • P05 NEG POS NEG POS KEG POS 11000 421 -190.0 1333 -1900 133.3 -1900 ' 133 3 156.6 . 1313 - 1229 1124 19125 121 . -1900 139.3 -1900 133.3 ' -1630 133 3 .t49 0 1313 -116.6 116.6 24 000 421 -1664 133.3 4654 1333 - 155.1. 133.3 -7:2 +8 , 124 5 , 06.6 96:6 26 500 421 -141.6 133.3 .1363 1331 • -136.3 ' 1313 415.0 116 0 I -893 ' 99.3 30.000 121 i -141.6 533.3 4053 106.5 : -1065 106.5 .1063 106.5 l -61.2 ' 11.2 32.000 ,31 ! -141.3 ? 1333 -936 63.1 ! 8 ■ 93.6 -93.6 916 -77.1 77.4 1 36.000 131 ; - 1411 ; 7393 -730 n 9 ' -73.9 ' 73.9 -739 739 -71.3 71.3 37.000 131 : - 141.5 ' 133.3 1 -70.0 700 1 -700 711.0 , •70.0 700 4013 700 V.. 1WE ANALYSIS FOR 3116' ANNEALED GLASS f1L -1533 ( 24 V30 (2) -1200 ! 120 0 inKrAr+I EIGHT INDOIN MOTH 261000 S.21 NEG PAS 26530 C2 -1142 i142 16000 (21. 21 -10 120 19.125 36 375 31 -73 5 7 55 NEC P06 -1200 al 120 0 -113.7 1 113.7 ..64 3 1 443 30000 (2 -961 96 9 I -6713 1 117E 321300 (3) -913 91.3 -651 15.1 35.030 (33 -020 52.0 -0332 1 60 37034 (3) -7935 79 6 -i9 1 1 59 1 50.625 AI NEG -t05.0 -9r1 -63.5 -54_6 -45.0 -445 P05 1060 94.5 636 54 5 50 4 46 3 45 0 44 5 63 00754) NEG 493 -96 5 -55 7 .47 -41 1 193 -37.3 -372 POS 99 3 66.5 55 7 47.6 411 34.3 37 3 37 2 _ 741300 J5) REG -926 -41A -50 1 .41.4 340 .31.7 -29.4 -29 1 PDS 92.6 614 501 41A -50 4 - Ae.3 340 31.7 ' 29.4 29.1 j ai - LIFACT MOWS 1. 61427r1G OFT,or1m C. Jr - 1 TO/MO 2.. COIGN PRE5'S'.AQE RAMC: SEE TARE A W G47M OCStal LOADS &SCO ON TESTED PRESSLME AND MASS 7A.LLS ASTY E raaD -SS a R75Jn1rt J7'. 1CH LOWS &.SE° ON 1447ER 7FS7 PRESSURE MD CLASS TALES A5141 r 1.1100 -518. 3. CONF7;tIR4TtOMS` "0" I. RCr RCNCI( 7i'SF REREtR7S: al- 1530 L f72. r537 5. 5194/17£R REOLA'RE1A1'TJ: M41.0 -AADE COUNTY APPROVED 51ICf7?FJR5 ARE RED 11/R A. S AlJCN091 MAX.' b ROM EACH CORNER WY. SRACW►1S Al HEAD & S.ILC- r 1 -04 0 h4X. SP1.CWIG ,4T .I4MPS: 73.090 SIORi5 WIDER 49 RSA HDf APP1fJ17t81E ki MCAi17-0.41E COUNTY. 3/16' At :WALED Px4�crl L clerk, P.E. C !39'712 S'vw-I.r42 3.7" MAK 77 LUX. DAUNT C.PFNme; LYAZING DETAILS T INDUSTRIES 1' 070 7CL1+'f0'tAG' ORME NDI O1,AS, 1'z 34275 p.0. fat 7.579 7.1740105. fl 34274 741 MAX. \° ti19 $X: Dc ht Rricisau: PK 4/78/0 REORAIDIARCLUE 11300 Mato( itr. . Odic: Rnaiaac FK ; ! /4/01 r1.0 LC MISS. 71.91E Pro ra By: Dot : D.S. ! 2/3 Jj47 Dcccr)8oc ELEVATIONS NON-IMPACT (,_7 x 741 ALUMINUM FIXED VWJNDO ICY Sark,4# dct• Pr- 701 Scde: NTS Shan of 7 1 1/2' GLASS RIFE 1 6114441 1 ot•.1�. +r*. 4210 Prr � cif - t � � e[- +6'ets c9 E aptra ti.. Do ii - , r pa1 ANAiy51S FOR 3r)FTEMPERED GLASS FTL -1537 LA Y►tt}T>li 1MNDOW HE13HT _ 30 625 d! 85 000 I6a KEG { P05 NEG .( P06 NE(3 PC5 - NEG - P05 19.125 2 -13510 1333 -133.0 1333 -1360 1333 -1350 1333 26.503 (31 -335.0 1333 -136.0 j 133.3 -1330 1 t333 -1350 ' 1333 17.033 ( -135.0 1133 : - 135.0 1333 -135.0 1333 -1360 : 133 3 53 125 (51 -135.0 133.3 , -135.0 i . 1333 313 I 34.3 -716 5 i 78.5 53009 (51 -135.0 1333 I -1350 ' 1333 44 3 i u3 630 690 72)333 (71 -t35A 1333 • -116.7 115.7 44 3 I 343 i i 30.0 I 530 51.000 (61 -1351) 1333 37 9 1 e7.9 -54 3 . 643 f 30.0. 600 061000 (9j -135.0 133 3 . 412 51.2 -78.4 75.4 30 0 ' 630 120000 (1137 -1165 115 .87.5 67.5 46.7 ? 557 37 4 ` 13.4 I 1 0kFARAT .AN4LYSIS FOR 114 TEMPERED GLASS flL -1550 WINDOW W10T1H WRIE:00." }4 EIGHT - 26,000 2E 35 375 j4) 50.525 5E 50 ODD 61 NEG POS PEG POS NEG PDS NEG POS 19125 (7J , -190 0 133 3 -1904) 1333 -1901) 1313_ -190.0 1333 2650) [31 -1900 1311 -190.0 133.3 -190.0 1333 -1500 1333 37.003 [41 -1930 1333 -1574 , 133.3 _ , -157.0 1333 -167.5 1333 53125 (51 1 ' -1900 133.3 -146.7 1332 44.3 134 3 16.5 7165 03007 (6) I -1930 1333 -1467 133.3 .143 64 3 400 600 ' 7700) () ' -193 0 139 3 •146 7 1333 -84.3 64 3 -60.9 600 i 64 OM IN -175 S 133.3 -1265 126 S -64.1 84 3 .60 0 603 93 004 f 9) -15101 1333 409.9 109.9 - 841 31 3 40.0 600 1 120 000 [11) -116 5 116.5 33.7 53 7 - 67.6 67 6 -60 0 , 60.0 -.1 11 - - V4 PARENT 4- A MINI NT V OF .NCH ■ - - P - 1] NON T W ?ufa014 r. t. AZNWG OP1221115: 4. f20 x 60" - 3 /IS" 711AP(RC0 S. 120 r 691 - 714" TEMPICRFD 2. 053141cV PRFSSt W R.ITUe'L Sit; TABLE A NUM OrS x_0495 BAS TO 1) r£STro PF:ESSURI Alf0 MASS LAe:C5 ASV F 7304 -53. .R FID.SrTIVF DCVO.' LOrt0S B SCO DV WATER 7057 PRCSSINE APO 61,'35 TARES urea E 1300 -96. 3. COtrV3G1JRAT+OHS: 4. f?(FFR(N i 7557 REPORr5: 111 -13,72 & i7t -1350 5. StttJTTER REQUIRE 10.0V1•-04D( COW?' S1'n APPEOrEO 1TICRS A9 AMMO. RM I9. 6. MY1iGRACE: ltJX. 6" MOP FACT CORNER MAX. SPACIVG Al HEAD & Sea: 71.000 MAX. SPAR G AT .6UtaS: 18.000 3/76' rL 10a1 I• S1i uluro1 i i 7' . 11.4)( core cerr 0f am 120' MAX o � 9P FL 342 4 PW -701 N `S 1 a 7 1 •, r GLASS .X BTJC T(I/PFRFD GLASS t-•- MAIM: DerAdS INDUSTRIES P070 71 04 o14J4E 1 &OKOMS. Ft 34215 114" =Poo G:AS'S - 41 Item ffr. FK Abu EV Dole: Rnis:a�e: ooze: f?nuo41: Z4/0, ADD i G MSS- TABLE 2/7 wo,ncr 1tF �tiFt� demalbiad . AAtt Ill nano. 11sdti•3 DOe Ae rritame ry.s1- dY2 3 - 16 isidrsioN asueure..7 gr/- Dturilftm ELEVATIONS, NON- IMPACT (120" x 60 "O v3t. ALUMINUM FIXED WIDOW 4210 I 0 DESIGN P9fE5SURE RATING FDA GLASS rift b- 3x'15 - TEMPER E0Wa 061PONTSENTRY457 7 6 0 0 0 ALE WADE M G R FTL -1529 NEC P05 JO 63 0 . gONPARATr1/J ANN YSIS FOR' GLASS TYPE. A - 3116' ANNEALED 1%5' DUPONT SEA19RLY 457 F7L -1529 INN DOW WTYTN WINDOW HE16H7 28 000 ' 1 3037S 3) 50625 tj 03.000p1 NED P05 74 WOO I EG P06 NE0 I P06 1+l EG POS , NEG PDS 15.000 (71 40.0 1 600 .0.9 60.0 . 400 SD 600 600 .600 600 19.125 12) -60.0 1 60 0 .609 601 : 40 0 60 0 .600 60 0 -60 0 63.0 1 21.000 42} -60.0 60.0 409 60.0 .60.0 60 0 46.7 56 7 40 1 331 1 26.530 421 -60 9 600 -CO 0 600 • 41 0 51 6 -47,6 47 5 -OA 11.4 30 000 421 4010 60.0 -609 S00 : .4 50.4 41.1 11 1 340 i 31 0 32.000 43J -60 0 600 -601) 600 -46 3 45.3 393 30.3 -31.7 31.7 36.000 431 -90 0 60.0 -600 50.0 -45 0 43,0 ' 373 37 3 -29 4 2? 1 : i 37 COO 431 -50 0 60 0 -541 59 1 41 5 41 5 372 r 37 2 - 29.1 231 . NOTE: JIJI.BERS IN I J PAR€NTIeSESARE MINtt1A1N191WNTITY OF ANCHDRS PER S`DE WON- 0.0PACT 141J/1O104* 1. CLUNG OP7VIS: . I. i• .. •n .1, • rw w• n.. +..w .+- ...... • VN l i e n 1 d1.1••f.• •S• 7. DESIGN PRESSIIRE ,RUB SEE L4BLE I1 i1tiG1T71E DfS!IGN LOAM BASCO QN ramp PKS5th7F AN? GLASS rAJL S ASRr E /.330 - 95. 8. POSII11M DEVON 1410S 314SEO -0Ih' H4TER TrST PRCSSURC /ui0 CMSS ta&E'S AS711 E 1300 -9& 3 OOLMT?GURATKINS: '4' 1. REFERENCE 7E$r REPORTS: FTC -152'9 3. SMATTER REGIER JbtC .7: 1 REOUWtD 6. MtGNORAGE. MX. 6 • FROII EACH COt4NtR AX. SACS C AT 14E6D & SU: TI.006 S6 X. SPACING .tT J.W 3: 16.00 7. mussy:Ks MEW {D P.S.F OP) r APPLKAE Mf -810E COWRY. J4 • JtA7C. C41YUCNf OPDAVG 1 Robert L. Clink. P.E. PI 139712 5 trurlural 37 OX. S / frt • 4i1M+s'tI if. AO Viiai'P ei i \° . 1 Ara T r INDUSTREES 7070 arGIfM3LOGr Our$ 5 fl 3+275 Po exit r3?9 3AOxpots, ft 34TH 7i' MAX atrucNT OPINING 74 Imo. 0 dole: Ifilinitkma: � 8101 Rft IHa,IfjlPatiE 57. Dow: t8e+ieioee• 1/t/41 ADD LC MISS. TOIL( &vim BY 3e M: 0.8. / ?9/97 I a.1 n. ELEVATIONS, MAPACT (37" sovr PW- 70P 1/!' CLASS EuE 1 ALUMINUM FIXED WINDOW EcN: rat NTS 3 of 7 1 i Aeeeplasrr Celiatiu O.le a..w.rl.. trod 74 ") lonawili 4210 -n a v m T 1 w COMPARIII IVL Auk 0'515. F OR 3716' i£MPERLDYU DUPONT SENTRY s5) Fl 0533 NDOIW 11CT}S WINDOW HEIGHT 261300 ) 38375 IC SO 62555} 60 COO j6} NEG r PDS KG C POS hEG ' PD& NEG ', 903 19125 421 -1300 1333 .190A 1333 - 190.0 133 3 - 190 0 1333 26.50 43) -1900 133 3 -193A 133 3 490 0 1333 4919 133 3 37.000 {3) Apo 0 1333 -157,0 1133 -137 5 1333 -157 1333 53125 [511 -1900 _ 133.3 -146.7 1333 -S43 643 -HS NE 00 O00 061 ' -180.3 1333 -146.7 133.3 44 3 643 400 6010 72 000 f7) : -183.0 133.3 -146.7 433 3 -31 3 543 .60.0 60.0 84 000 [6) 475.5 133.3 - 126.5 128.5 - 64 3 400 600 96 000 (9) 490.1 1333 -109.9 1069 -61 3 643 -60A 60 0 120003 (11) 4163 116.6 . 7 537 47.6 676 43010 60.0 IND NUME R6 IN r 1 PARENTHEES ARE 1411 4441114 OLUWYTTY OF AWCHORS PER SIDE L I ON -!V . CT WJ O 3WS I. GLUM APP' TtMPDiCO wt./ DuPONT SENTRY 337 2. LIESYDI R4ESSURE RATING_ SEC TABLE A Pit:MIK VCS3C11 LOADS BASCO ON TES 7E0 PRESSURE AJ'&D CUSS "PAB(LS ASTM E 1.10:3-48. POSYYIVF DEVON LOAM LASED ON RATER TEST PREss RC Ain CLASS 'PARIS ASTOI E 1300 -109. 3. L10Pri?GY1RATk3N5: 0 4. REFERENCE TEST RrPT. FTC - 3534 S. SW MT/ R &OLLREMEN7: ►last +REOU RED a. ANCHORAGE: 14AX. 8' FROM LACH CORNt MAX. SPADING M NEC 8 SILL: 3 P.000 VAX. SPAtWC A7 JAM IS OM MO" WAX. r7' MAX 0411.3 417 OPiENINS 60' IMAX Va6' 7.40ERIE1) GASS CRJPINO MWTRY 457 GIVING G 11, Ak Strut-1u raI T f I NDUSTRJES P070 7fCN1010GV DATA N K0145, P1 34275 mamas, K J41214 pn.n ll a.8- chrwimiim ELEVATIONS IMPACT (120 x 60 Tick: r/2' GiASS • BIrr 1 aali: Rl.00ns 4/18/03 RMUNWAOPDArr 03 omu: • iErarvau: P4410 P ; ADD LC MSS. FABtE 12/19/97 ALUMINUM FIXED WINDOW Pw -76 7 p I d 44 7 - 1 57 AUX. DAYLIGHT G ENWG NW DUCT REVY0411 vc+mplb9q Oa ►1erit, AMR Code Ampulla 1 Ml s . t IN 421a �b 1 SECTION B—B 2.500 0 C) ALUM. 6063 -T5 J 1.037 .6T fE OM* 2 Stfuellurel / SECTION A—A .050 10740 7ErtDICECCY DWI Fi .V. W l .l.i woks, f[ 34274 Tres: OR ALUM. 606.3- 15 INDUSTRIES Arad er FK rK 0.6. 1 L :J A UM. 6063 - cog- 4/18171 1/4/01 2/P9/97 j Animism 113 MG reps Sif ADO tC MOSS. TA&F SECTIONS &i EXTRUSION S ALUMINUM FIXED WINDOW Pw -70r j NTS 1 5 7 - 2ADDllCYBEVISED as co a ptiavm t(Mr7aei a Nelda 'Calk Amen I p 3. C'S Cspniw Diet tur trod Dade "need clst 4210 w N O T ems /47/ (4/A- Rabid L. Clark. P.E. AE 139712 Soo ITEM PART N0. DESCRIPTION OF PART TYPE 0 612241 Frame head & Sif! ;AJurnox 6 12242 Frame Bombs Alvmax 6122.34 Glazing Bead (Snap —rn) Afumax 1224 J Glazing Bead Bulb Gasket ' Teom Plastics 1225 Glozrnq Bead Bulb Gasket 78 fl PPA 118 x 1.000 Phil. Pori I- d. SUS 62899 INDUSTRIES rP7D retvivif.V.Cer eflnt WOWS, FL 11775 Silicon Back bedding 3/16" Annealed Glass 3/16' Anneoted Glass VikrIcIP4wit 457 Rim 3/1 6' Temp. Gloss 3/r6' temp. Gass FYl,duPant 457 Rim 1/4" Ternp. Gloss 6S4455W Seam Sealer Rams el: FK Newel Ty Fir Gwen ejr. P.O. BOX ?6277 bnf+a/mom: faVeralAtS, Ft 34.174 I PIY 7d P NTS VENDOR Team Piostrcs MMerchDf?!S FosJeners Dow Corning PPG, LOF Larn. by ROAM. VERIC0.11 PPG, LOF - f �� tem by R�OW�G, VSY PPG, LOF Schnee— •orehead 7 1;3 . F wuer r pi atlsAsa. �, 1.0 co 8/Of fit? G WSWS''i'' 2��9 ST 7, IIADD Dirt �h Prodas QM T 1 /4 /G AO9 LC MISS. FAME ASSEMBLY & PARTS LIST TRW ALIA /MMUM FIXED WINDOW 6 w 7 4210 VENDOR A O. AF— 12241 AF— i 2242 AF— J 2234 TP -247 TP -248 899 SM5504 0 w CIO sv a -sI 0 a m 1 w N C37 e lei rdlkfbrFi rid 0 . "OKI Code Aatrtuoc ti .evi 2..6 o x WOOD BUCK 1/4" JCAX. SHWA 1/4 MAX s-11u t; 4 A 1 1 0 1 v . .a �I" II TYP. HEAD, SILL JAMB .4S 1 1 • p' 1 l � a . 4 . s - ,6 A D il •. 9e • • It ' s a- . 4- •• 4 TYP. SILL 4 1• • • Q .3/P6 TAPCGIN 1 1/4' Low. FUT" J NDUSTRIES IOU TECI4APYLZGY DR WE leb!>?u$. r't 3!375 Td1r.• TYP. HEAD. SILL JAMB &is" ar.• Delr. . 11hClo1l: FK 1/J8/01 MITE 10 MUM ne4 b V 4JO P 1 � L miss. TABLE trim $c Emic 0.8. 7/ 19/97 oesmiploM ANCHORAGE ALUMINUM FIXED WINDOW f1tODLLCTi&Eti'IsFJI ■► comptrinimiti tle 1Plcridh IhillesC1001 JrmSpIlasab■N -by t! •.O* 01,prrbilis Mont 44i.- � , y 2� f yors tsar Oh* ito 1 0 c 0 N - o I I l n,2 1 mss; a . .4i74 PW -7a a NTS 7 Pr 7• 4210 � D o 5 r w Q, 0 m T 1 w