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913 NE 95 St (2)Date 6' _j '? Job Address 9/3 Rs Sr Tax Folio /2' 322 44 3 g94 7 Legal Description /16'x/7 gi4. /. 3/ �� 'd ��` e�" ✓�'� Lessee / Tenant V G �r7/� Master Permit it ycz05 Phone 7S 7 f / PERMIT APPLICATION FOR MIAMI SHORES VILLAGE /t Jfr Square Ft. `7‘ 2 - 0 0 Owner's Address `j /3 iit,- C IS - J/ Contracting Co. j A =g 9[/(Y Li✓Z,- Address Qualifier SS# - Notary as to Owner and /or Condo President Notary as to My Commission Expires: ** * * * * * * * * * PEES: PERMIT ` RADON C.C.F. ` NOTARY -.5;e APPROVED: Zoning My Commission * Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DE SCR I PT I ON / dy/ S / lit- `�G'G t Y! /i%',4, r fin// . G(// /Wet)1 Estimated Cost(value) a' 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 construction and zoning. Furthermore, I aut• e the above -name. contractor to do the work stated Li L /i I / r gnatu.f o e a • or vondo President Date: Si_ ature of `• - -. Owner- Builder Date:, +,.1rr(:I NOTARY 5Fel OLSCO ifiA a M.lde r COMMISSION NUMBER CC255237 M Y COMMISSION EXP. 2 6 1997 . *__ * °_'—°— ** TOTAL DUE 4-1-16129 Other Electrical Mechanical Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFH 20068.0677826 OR Bk 24652 Ps 4920; tips) PERMIT NO. TAX FOLIO NO. RECORDED 06/21/2006 11 :42:14 HARVEY R.UVINr CLERK OF COURT STATE OF FLORIDA: MIAMI -DADE COUNTY, FLORIDA LAST PAGE COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 9.13 lie- q s S f- //i/.444/ 5'. '. S 2. Description of improvement: by rrlQcuA- . <S 4 �S 3. Owner(s) name and address: 0 .-- 01...1■ W` Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: VV (_St in v r r 1 Cc & < v 6c /e33/f".? 5. Surety: (Payment bond required by owner from contractpb COUP Name and address: STA_ ICY that th s 1, e Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon who Ntices 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, Owners 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 di - date i, spec' f eed ,. / / /�iffri t nature of Owner , rint Owner's Name ,fr I. My commission expires: Sworn to and subscribed before me this 10 day of t4ou Notary Public Print Notary's Name 123.01 -52 PAGE 4 8/02 n,y hand am �;,h ia! ` { >u s NY,. <4". • r IT .0 F K, �'��'it Goan 9O01 9l Alnr 0 1410 S31:1IdX3 NOISS9NriC C API 4 1A- C6ZI7C LOO ,...4, r_ . Az 9 -ti a- OtltdVHS t ,N9n3 1V3SAtiViONIVI3Li3O / �nd Ali d WnN S MAW 11111111111111111111111111 1111111111111111111 py of th Prepared by / S' 4 /2JA 2 , 20 Address: 4' i f/414 2 cl 3 X77 Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: LONGMAN, ROBERT Job Address: 913 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HURST AWNING COMPANY INC Building Department Comments Monday, July 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)756 -7919 Parcel Number 1132060143090 Lot: Page 1 of 2 Passed Inspector Comments 716 ALe J kJ,c q - ')/4.) S htiliv (-s7 S - V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: LONGMAN, ROBERT Job Address: 913 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HURST AWNING COMPANY INC Building Department Comments Monday, July 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)756 -7919 Parcel Number 1132060143090 Lot: Page 1 of 2 • Miami Shores Village l � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 CCA 25, Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Rlk -CF,T irT,ED Permit No. PERMIT APPLICATIO JUN 3 200E; Master Permit No. FBC 2001 BY: kW Permit Type (circle): Building' al Owner's Name (Fee Simple Titleholder) oln .� ►tiC�l. Phone #ic -7 ) ' (p 1919 Owner's Address 9 (3 N G QT-- f- City N, t QA I State Building Department Electrical Plumbing Tenant/Lessee Name Phone # Job Address (where the work is being done) ,S Pt V.-- 9 - 03 / ' `?. S City Miami Shores Village County Miami - Dade Zip Is Building Historically Designated YES NO Contractor's Company Name RS' Atv ill " Contractor's Address � - 4/ z City di0/ State 0 7 Qualifier p "ifs $ Value of Work For this Perini Type of Work: Additi011 Describe Work: Total Fee Now Due $ <1Y,, W= (Continued on opposite side) Ic:16 ao Alteration ew zip 33 f ,3 Phone # Zip State Certificate or Registration No. O6 /4//6.3 4 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * ** V4S ct- 1544 Mechanical Roofing Square Footage Of Work: 6 3 ❑ Repair/Replace ❑ Demolition fri) 4-C d g/1/ pJ Submittal Fee $ Permit Fee $ /be �r % �-�,, • CCF $ 4 . ZO CO /CC Notary $ Training/Education Fee $ 1 • 40 Technology Fee $ 4. 5O O Scanning $ C.00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lendet' ame(if applicable) Mortgage Lender's Address City State Zip Signature Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceedin $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broth • wi 1 be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co imen� ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. n t � bs. ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �� I The foregoing instrument u tw was acknowledged before me this day of �o j , 203_, , by v. 1 ►nt who is personally known to me or who has produced As identification and who did take an oath. Sign: Print: My Commission Expires: Owner or Agent **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature • ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** My Commission Contractor Plans Examiner v Engineer Zoning The foregoing ii strument was acknowledged before me this day of ,,40 ,20Q d /s C lJun,. e/ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign. Print: - {-V oRNF 1 1 � . `- Notary Public - Stale of Florida •My Commission Expires Mac Iti 10• Bonded By National N • + * * * * * * * ** * * * * / * * * * * * * * * * * * * * * * * * * * * * ** GCpi = ±0.18 (See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 -15 46.5 -50.4 -62.2 >15-20 49.4 -53.6 -66.1 >20 -25 51.8 -56.1 -69.3 >25 -30 53.8 -58.3 -72.0 >30 -40 57.1 -62.0 -76.5 >40 -50 59.9 -65.0 -80.1 >50 -60 62.2 -67.5 -83.3 GCpi = ±0.55 (See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 -15 61.0 -65.0 -76.8 15_20 64 > _69.0 _81.6 >25 -30 70.6 -75.2 -88.8 >30 -40 75.0 -79.9 -94.4 >40 -50 78.7 -83.7 -98.9 >50 -60 81.7 -87.0 -102.8 Print Information: P: \FL1 \KA \CADD \Cadd02 \Asce \02 - 541 \R6 \02- 541_JWK.dwg MCantu 01/19/2006 04:02:44pm 01/19/06 16:02 DESIGN WIND LOADS FOR COMPONENTS & CLADDING 1 WALLS AND VERTICAL SURFACES BUILDINGS WITH A MEAN ROOF HEIGHT 60 FEET BASIC WIND SPEED = 146 MPH - EXPOSURE 'C' - Kd = 0.85 GENERAL NOTES; 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7 -02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. C. BASIC WIND SPEED 3 SECOND GUST) AS NOTED. D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. GCPI = ±0.18: FOR USE ON "ENCLOSED BUILDINGS" ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. H. DIRECTIONALITY FACTOR, AS NOTED I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE AND EMBOSSED SEAL. EAVE HEIGHT (E) • ••• •••• FLORIDA BUILDING CODE 2004 • ••• •• • • MAXIMUM DESIGN WIND LOADS (PSF) HE GHT (P)FOR ONE PERMIT'ONL J.W. Knezevich • • VALID ONLY WITH ORIGINAL Engineer • • „•• FL License No.: PE 0041961 • a=• • MEAN ROOF HEIGHT = (E +P) /2 • e= 6ND ZONE : 10% OF MIN. BUILDING • "WIDTH OR 40% OF MEAN ROOF HEIGHT (h), WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% •°. QF•MINIMUM WIDTH OR 3 FEET. • • • Thornton•Tomasetti Gfbup' 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33391 • Tel. (954) 522 -3690 • Fax (954) 522 -3691 • COA # 75 • Website: www.TheTTGroup.com • • Copyright © 2006 Thornton - Tomasetti Group, int - : . • BUILDINGS <_ 60 FT. FLORIDA BUILDING CODE 2004 :COMMENTS & CLADDING • : : °: VROtURE "C" • • : • • • 46 M.P.H., Kd =0.85 no date by 4 10/05/05 VJK 5 12/19/05 VJK 6 01/19/06JWK (drawn by MCR design by IW K) checked by IWK es description GENERAL REVISION GENERAL REVISION MODIFIED GCPI OPTIONS drawing no 02 -541 ( sheet 1 of 1 MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -09001(800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM 4. 154 Date: Municipality: Building Official: of the permit documents " OM AN . , Hurst Awning Company, Inc. Frank S. Cornelius President • • • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • • •• •• • ••• • • • • • O • • • • • • • • • • • •• • •• ••• • • S -ia,ogs Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: Ail /6 v 4 c e c/i ° ) Product Approval: o c ). / ® This letter authorizes: j4/2 S To use the above mentioned product at the following job: 1: This form must accompany the application for • • ••• • • • • • • • 2: The authorized signature rucis(1,,cr Ch rpisgd c the Dade County of AcceplaPiee. • • • • • • • or Magaly Gathj Executive Vicepiesiden building permit and sell,. kerne. part • • O • • • O • • • •• • • ••• •• • • • • • • • • • • • 0 • ••• • 0 • • • • 0 • • • • • O • • • • ••• 0 • • ^ G� rirw,�i� " ' DV UWE MEI ::),,....: . STATE AM C W? RAM an meLuzon MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -09001(800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM 4. 154 Date: Municipality: Building Official: of the permit documents " OM AN . , Hurst Awning Company, Inc. Frank S. Cornelius President • • • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • • •• •• • ••• • • • • • O • • • • • • • • • • • •• • •• ••• • • S -ia,ogs Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: Ail /6 v 4 c e c/i ° ) Product Approval: o c ). / ® This letter authorizes: j4/2 S To use the above mentioned product at the following job: 1: This form must accompany the application for • • ••• • • • • • • • 2: The authorized signature rucis(1,,cr Ch rpisgd c the Dade County of AcceplaPiee. • • • • • • • or Magaly Gathj Executive Vicepiesiden building permit and sell,. kerne. part • • O • • • O • • • •• • • ••• •• • • • • • • • • • • • 0 • ••• • 0 • • • • 0 • • • • • O • • • • ••• 0 • • V J W4 ,17 !_ 7 x 35 3 - W ' 5 _5b)( .2 .. . .... . C . ... /P) 3(. ..e .. . •• • • • • • . • . • . .. • 7 — 3 ( •: • • .... ••• . .. .. ••• .,. . .. • • . .. • • • • •• • .. . . • • • • •• • 4- Roo r 1 c9-0 /61 Mkt() BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT. CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36 Ave. Miami, FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County . Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by -the Authority Having Jurisdiction (AHJ): This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have This product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the re • uirements of the applicable building code. This produc 's approved as described herein, an . been designed to comply with the High Velocity Hurricane Zone of the i orida Building Code. DESCRIP ON: HT100 Aluminum Accordion Shutter APPROVAL t OCUMENT: Drawing No. 02 -643, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, prepared by V.J. . zevich, P.E., dated October 17, 2002, last revision /11 dated December 04, 2002, bearing the Miami -Dade County Pro. _ : tamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • •• ••• • • • • • 00 INSPECTION: A copy of this enti;e1s1Oislill crsirtie&to the user by the manufacturer or its distributors • and shall be available for inspection"St tliejob Ate at reqikst of the Building Official. - This NOA revises & renews NOA.# 01.:-0315.09 elmonsistc this page 1 & approval document mentioned above • • • .. • • • • • • • • ... • 0 • • • • • . • ... • • • • • • • • • . . • .. • • • .. 0 . MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 =1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1227.0 zpiration Date: 01/13/2008 proval Date: 01/16/2003 Page .048" 2.420" 3.993" • 52" 4.478" ADAPTER SLAT SCALE: HALF SIZE .0481 3.840" MAX. .107" T - - .125" 1.840" .875" 90" TYP. 2) 3 91.5 2 t1 1 I 1 .483" .4 0" .945" 600" 6 0 1 t1 2 t.2 12 ...752" .942" 2.984" 2..795" .060" .055' (TYP.) .136" ' .250" 3.283" 1.250" I t1 ! t1 = .055"1 t = .076' HEADER -CLG. 4 MOUNTED © HEADER -WALL MOUNTE SCALE: HALF SIZE I SCALE: HALF SIZE 45* 4,078" 4.534" ® TYP. SLATS SCALE: HALF SIZE 52" GENERAL NOTES; THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE. 2001. TO VERIFY THAT THE ANCHORS APPROVAL DOCUMENT FASTENER ANAL DETERMINE T ' E POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN R NCING THESE DOC MENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOV a•NING WINO VELOC TY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING C 2001 A DIRECTIONALITY FACTOR OF Kd =O.BS SHALL BE USED. THESE APPRO • L DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE -SPECI •PLICATION OF THIS SHUTTER SYSTEM. THESE APPROVAL. DOCUMENTS ' ' 15=23 OF THE FLORIDA ADMINISTRATIVE CODE. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR - PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS: WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED. GATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. BI REQUIRE THAT A. ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION "B" SHALL BebCEfIiTGD BY THE 011111•0ING •OFFICIAL. • • • • • • • • • EACH SHUTTER ASSEMBLY SHALL BE PE4I• •• MANEMILY•AB • • 11 O SF0&LOWS: • I HURST AWNING COMPANY, IMG ••• • MIAMI, fPORIOIM • • • • • • • • MIAMI -DADE COUNTY PRODUCT APPROVED 2/04/02 16:40 NOT OVERSTRESSED IN THESE ASE IN ALLO :ESS WAS USED IN THE I 1 . 1 = .055" t2 = .076' H = .175" O BUILD -OUT WALL HEADER 2d SCALE: HALF SIZE D\ N 0 O O N I. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTEROR SIDE CLOSURE WITHIN 16 OF CENTER (VERT.). LOCKING MECHANISM St1AL4411 LOCK60 TOJROVIDE HURRICANE PROTECTION. • • • • • • • • • • • . STORM SHUTTER EXTRUSIONS SHOWN MMA!LBE606) -T6 ALUMINUM U.O.N. .. ALL SCREWS ANO BOLTS TO BE 202 ALUMINVP1 ALLY STWINLE56 STEEL. N OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. POP RIVETS TO BE 3/16 - 0. 5052 ALUM. ALLOY, U.O.N. .. TOP AND BOTTOM DETAILS MAY BE INTF iAVGE01,5,,FIELIWINCUTIONi REQUIRE. FLOOR TRACKS MAY BE REMOVABLE:AT�1 ON- 1 INt L0 ATIQNS. USE REMOVABLE ANCHORS SUCH AS POWERS• AN.NRS, • • • . THIS SHUTTER SYSTEM 15 PATENTEO I=H E M %LS VATEpij AFIO TIIADEMARK• OFFICE. PATENT No. 5.755.270. .060' .326" 84" 2.775" 2.586" �1 6 IO .2481 :fie " 0.0. 0 o 250" 949" 1391" N CV 80 1.891" I I 2" MIN. -5" MAX.( O L 0 0 0 T- 0 2.373" 1 .158" 441 151" 1.350" ! 500" (OPTIONAL) 0LOCK ING•CLIP 1 SCALE: HALF SIZE 60" (TYP. 2) .620" m d • in N m TYP 0 4 i1 CENTER MATE 1 SCALE: HALF SIZE . 472" I.O. -.612" O.O. t .211" ! t 1 = .055'1 t2 = .076' SILL-WALL M ED SCALE: HALF SIZE .09S' .442= STAINLESS STEEL` :. ASSEMBLY I320" HOLE - NYLON WH4 RIVETED IN's PLACE 1 • EVERY OTHER E JOINT AT TOP. ROLLER ASSEMBLY SCALE: HALF SIZE .251" CENTER 1VATE 2 SCALE: HAL t 2 t WALKOVER St .L FLOOR MOUNTED 6 SCALE: HALF SIZE • 230" -MAX. 211" 84 ' ® ADJ. SILL -TOP SCALE: HALF SIZE . .485" 3.245" LOCKING ARM ALIGNME BUSHING (NYLON) SCALE: HALF S12E 1.533" .055" .500" ADJ. SILL-BIT. ALTERNATIVE SCALE: HALF SIZE OADJ. S C AE: SILL-BOT. °CENTER MATE 1 (W / LOCKINGR00) SCALE: HALF SIZE BOTTOM • BUSHINGS • CALE: FULL SIZE 956" - {097' t = .200 1.533" .055" 641" .040: INSIDE HANDLE SHIM NYLO N 1.250" .050" .025 (TYP. 3.465" 3.267" .630" ID b :165" 1.0. .285" 0.0 ® 90 . END SLAT SCALE: HALF SIZE 1 0" FLAT END SLAT SCALE: HALF SIZE .050 O CENTER MATE 2 (W/ LOCKING ROD) SCALE: HALF SIZE .322" /V THICK SS STEEL LOCKING AR SCALE: HALF SIZE PRODUCT REVISED as complying with the Florida Belding Code Acceptance No 0 2 - 1 2 - 2-7- 0 7 --- ExpI flop Date 01/ 13 /Zoo& By Miami D64 Product Control Division . " "- a. 1 8 � o o 5 ea on • N W j a S 6 • aA N 0 eV 0 45 ■ 0 co o >.n eq or. re o Z q el l•1 Q tt a '0"'5 o on •p r o s.0 •: 3kr ?- 3 -i u ''^mo14.g tn 41 :o °" ir; • T. VJ. KNEZEVICH PROFESSKNIALfNGWE£R R. License No:l7',LQ 4 DEC 2 o 2002 (sate 10/17/2002) scale AS WITCO r ( drawn by 1 t 11V 1 d*.ign by ((checked e y� 1 V!K ((checked ( drawing no. 1 02 -643 f sheet 1 of 7 A u n { tn SECTION TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE 111 z 0 1— v w V) 4. BOTTOM TR O (TYP.) VARIES - NO LIMIT . U f '48 0 Ir d. • h W co ..1.1 "s.6 W W ° 8 4 • C z 32 W • J • P n 0 0 M 0 8 1 0 U) a `ante 10/17/20021 ISCale AS NOTED r b t AV resign by 1rchec'ed D,j VA( viK Cleaving n=. 02 -643 sheet 2 of 7 TYPICAL ELEVATION N.T.S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTE OR SIOE OF SHUTT LOCK MAY BE IN LLED ON INSIDE OR TSIOE OF SHUTTE /4 MIN. SEE FASTENER SCHEOU E /r1 -1/2" MAX. 2/04/02 16:40 • PLAN VIEW PLAN VIEW LOCKING MECHANISM CAN BE @ 18'• ABOVE BELOW CENTER (S GENERAL NOTE 10) -44*1: SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED. FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. U P I HIANOIEW/ I ► I TYPICAL PLAN VIEW SCALE: 3•• = 1' -0 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "O POP • • •• • • • • • • • • • • • •• • • OPTIONAL DRILL 5/8•'0 HOLE FRO ° • RE N T I3ET yy CE NO• • BOTTOM ASSEMBLY FOR `•• : F :XCO' • ••: TRUSS HEAD BOLT (TYP ••• ;•• ;• ••• ••• • • • • • • • SECTION S • • • • • • • • • • • • • ••• • • • • • • • • ••.••• • • • • • R61010{IXIMEWOc TitACk DETAIL SCALE : 3 1 0 USED WUH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" = FASTENER 0134" O.C. . (SEE ANCHOR SCHEDULE FOR. ANY ACCEPTABLE ANCHOR). SSEF BLY PTIONAL ACCESS HOLE XISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION • ' •C5 CONNECTION TYPE • • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • SINGLE ARCt 1 ru • MECHANISM A =F- CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1�4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER -1/4' qb 141/ Ail �.�a.tlnl EXISTING/ GLASS O (TYP.) 6 -1/2" SINGLE ARM LOCK N.T.S. 2" MI V. 3/4" MIN. S EE FASTENER SLHEDU El1 -1/2" MAX. 1 PLAN VIEW ASTENER @ 24" O.C. F(SEE ANY A ANCHOR). O (TYP.) NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOO OPTIONAL CLOSER HANDLE N.T.S. • - NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOOP OPTIONAL CLOSER HANDLE N.T.S. • EXISTING GLASS (TYP.) 6 -1/2" SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1 -0 1" x 1" x 1/8 3/16 "0 POP JOINT BETWEEN REMOVABLE AND FIXED SILL MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1 o• OPTIONAL PLAN VIEW SCALE: 3 = 1' -0" . BUSHING 2® 7/16 " - 0.0. 0.63" LONG NYLON Mt BUSHING 2 ° #10 x 2" SMS- MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8" O.O. x 0 -90" LONG NYLON 14TuOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .DSO" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE SSE LY 7 °PTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2" HIV. FOR ANY ACCEPTABLE I ANCHOR). PRODUCT REVISED as complying with the Hot$da Raiding Code Acceptance Nov 2 -122 .o ?- Expiration Date O 7.00B By Miami Da Division rodort Control SEE TABLE 2 OR O DOR OWALL MOU SCALE: 3" = 1' -0" w L7 0 w 811 DOOR 1 17/04/07 1F40 1/2" 0 CONT. 1/2" 1/2 "\_ EMBED. 5/8" MAX. EXISTI ONCRETE, MASONRY OOO = - . TURE. SEE ANCHOR SCHED - TYP. C2 CONNECTION E REFERENCE ANCHOR SCHEDULE FOR MAX. • SPACING ROLLER ASSEMBLY TYP. EVERY OTHER PIN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. 9 -3/16" MAX SEE TABLE 2 1/4" EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPACING 11 CONT. 0 CONT. 1/2" ALT. ANGLE LEG DIRECTION. \ REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR," ••• SCHEDULE FOR MAX, • SPACING BUT DO NOT, • EXCEED 6" SPA _ N G•• •• 1/2•' 1 4 5/8" ROLLER ASSEMBLY ;1; TYP. EVERY OTHER P I:i 1/2" I I TWWO 1/4 -20 MACHINE BOLTS W/ NUT OR ##14 TEK SCREW @ 12" O.C. (TYP., TOP & BOTTOM) CONT. 1/ z 4 o_ to cr w 1- 1- 3 N -X 4 1/4" MAX— . • • • • z 4.- dw m L 34 OR DOOR SEE TABLE 2 01- 3/16 "0 POP RIVET _ OR ##12 TEK SCREW Q (la 6" 0.C. (TYP.) Xw O & EL) ASSEMBLY tau) r x 1" x 1/8" W ALUM. ANGLE ! W/ 3/16"0 POP RIVETS @ 6" 0.C. • CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING W w o 1-N -- = Z Ow JJ J> 40 W Xv 1/2 1/4" MAX, • • Y'• itIAX. • • • \.'J•• • • • • .•• • • • • • • . • • • • • • CONT. • • 11 • CONT. • • • • • • •• • • • • • •• • • • • •• ••• •• •. •••' •• •• • NOTE: BOTTOM M1OUt1ITIOL TAtt MAY 8E 1:SED•A4•!0P• • • • BUILD -OUT MOUNT SECTIOIIJ •. • SCALE: 3 = 1' -0" EXISTING CONCRETE. MASONRY OR.W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EQ. EQ. Ew _FL_ 1/4 -20 MACHINE BOLT W/. NUT @ 12" 0.C. (TYP.. TOP & BOTTOM/ ® CEILINGflNSIDE MOUNT SECTION SCALE: 3" = 1' -0" SEE TABLE 2 N GLASS OH O FI1CiF OIST i FD)!(F MST. EXISTING CONCRETE. HASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 5/8" MAX, C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "0 POP RIVET @ 6" O.C. (TYP.) @ BUILD -OUT MOUNT SECTION F SCALE: 3" = 1• -0" —1/4" MAX. EDGE z ' - DIST- Q w W roam 4 pnQ 1- 31 Ow UI 'J0 X U) Q W E Xi 1 1/1." MAX. O DOOR W O w OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING TYP. TOP & BOTTOM 1/4" MAX CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. 1! REFERENCE ANCHOR SPACING BUT 00 NOT I! SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ L /_ =' " . . UT a 12" 0.C. (TYP.. TOP BOTTOMI tW �� —1/4" w MAX. SCALE: 3". EXISTING WOOD OR STUCCO FINISH MATERIAL ##14 SMS (01 24" 0.C. MAX. IN BETWEEN TRUSSES • SEE TABLE 2 II N IN 1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR ' • SCHEDULE. FOR MAX. • SPACING ... 5/8" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EMBED. -1/2' -1/2' aw m z 4' - U1J 3Q. O� J- J J Q O. OR DOOR Q w X EV wN —1/4" MAX. TOP & BOTTOM C . I CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (1�1 CONT. - FOR LARGER SPANS OrSE TWO 2" x S" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. Q BUILD -OUT MOUNT SECTION z 4 1- 3 X 4 P nvt, , 172 ' MA WOOD SOFFIT / ® FIOOR MOUNT SECTION SCALE: 3 - _= 1' -0" —1/4" MAX. z 4'- dw (nJ m 34 0 1- J Jw Q X < Eu tu) w 7 (I) *7 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"0 W000 LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS. 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS. EXTEND PLATE TO NEXT TRUSS C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM Q BUILD-OUT MOUNT SECTION SCALE: 3" = 1' -0" • EApi tion Date O 1/4" J @ MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX.' PRODUCT REVISED as complying with the Florists Bolding Code Acceptance No 02- 22 G2 2 By Miami Dadg ' roduct Control Division v - 4 ▪ 3 0 id o n w re co 2 O O\ N • " N W W o ° O CO j a U • 5 yt g 4 • a0 z � o, 0 S co 4 N 0 N 0 0 N N _ n • 0 (dare 10/17/2002, r� ech ed b 1 V JK dr swing no. 02 -643 sheet 3 of 7 c 0 N [scale )[drawn by ( AS NOTED ( AV ldesign.by ( V At ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 5' -O" 9' -5" Tw = .125" 8' -0" B. -1" Tf = .125" 10' -0" 7' -6" 2.. x 8.. 5. -O" 14' -0" Tw = .072" 8' -0" 11' -6" Tf = .224 10' -0" 10' -4" 2" x 9" 5 -0" 15 " -S" Tw = .072" 8'-0" 12' -S" Tf = .224 10' -0" 11' -2" EXISTING STRUCTURE - TWO 3/8 "0 POWERS CALK -IN a 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "O ELCO CRETE -FLE p 3" O.C. W/ 1 -3/4" EMBEDMENT & 2-1/2" EDGE DIST. IN EACH ANGLE OR O GLASS OR DOOR TWO 3/8 "0 POWERS CALK -IN Sl 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. 4N 3 KSI CONC. WITH 4 -1/2" MIN. EDGE GIST. OR FOUR 1/4 "0 ELCO CRETE -FLE CO 3" O.C. W/.1 -3/4" EMBEDMENT & 2 -1/2" EDGE OIST. IN EACH ANGLE 12/04/02 16:40 STRUCTURE Spa MAX: S /8" MAX. �. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE -1/4" r - DETAILS V@ & ©- THREE -1/4 "0 THRU BOLTS 1" MIN. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 0 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. USE THRU BOLT OR ACCESS 1[PLE AS SHOWN IN DETAIL r -1 /4" MAX. (MAX. DESIGN LOAD =72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3 = 1' -0" NOTE: 1. USE BEANMSCHEDULE FOR DETAILS AND( . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM QOF SUPPORT TO €L OF SUPPORT. SEE TABLE 2 Tt •_• • • ACtES HOLE • • • 2 ". 3 x 1/4" • • 61060 '" -•l ALUM. ANGLE • • • • • • • THREE -4 /4"0 THRU BOLTS •• • • • • ALT. LEG DIRECTION •: • : * 7 2 P S • • • ••• • • • ® � BOIT &M;SUOPNIT BEAM DETAIL ••• odJ w =S O O m • UUI = J � N N mJ DQ XQ -.1 4 4 OOO:N W= O N N U- 3/16'0 POP RIVET OR #12 TEK SCREW @ 6 "O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL. SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. PROVIDE 1 ACCESS HOLE IN BOTTOM OF BEAM OR 'USE THRU. BOLT AS SHOWN IN DETAIL H DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 0 3.7 S ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL S/16 "0 HOLE 1.00" SCALE : 3 "= 1'- 0" 3.00" 3.00" ANGLE DETAIL USING CRETE -FLEX ANCHOR GLASS OR DOOR PLYWOOD AND STUCCO FINISH 5/8" MAX. SEE TABLE 2 ,1/2" OR D00R -1/4" MAX. FOR W000 PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE @ 12" O.C. TWO 1/4 "0 S.S. LAG SCREW (off 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. W000 PLATE (MAX. DESIGN LOAD =72 PSF) ® WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE- 3" = 1' -0 PLYWOOD AND , STUCCO FINISH 3.00" 1.00" 5/8" MAX. U R DOOR 0 ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 1/4 -20 S.S. MACHINE SCREW & NUT p 12" 0.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW f 24" 0.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1"x4 "x1 /8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD t 72 PSF) SEE TABLE 2 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) 1 /2" w 1- 1- D X Q .o 1 11 z Q 0. In � WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ. 1/4" MAX. S /8" MAX. EQ. EQ.\ 1/2 aa> •�Ma�� 1 , EDGE OIS Tj, O CEILING /INSIDE MOUNT SECTION SCALE: 3" = 1' -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "0 POP RIVET @ 6" O.C. (TYP.) 0: w 1- 1- en X 4 z 1/4" MAX. Z QJ - n wu In ZOw JJ ‹..JD a-40 w X v Q F U/ 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as complylug with the Florida Balding Code Acceptance No 02 Espiratiou Date 6 By Miami Dad Division 227.02 Zoe net Control a scale 'As NOTED z ' 1- V O a N z 0 0 0 1 date 10/17/2002) 'drawl. oy 1 AV 1design by )1c/sacked O y� V1K V1KJ Of awing no 02-643 sheet 4 of 7 MAXIMUM ALLOWABLE SPAN SCHEDULE MINIMUM SHUTTER SEPARATION FROM GLASS (IN) TYPE A ALL MOUNTING CONDITIONS SINGLE EXCEPT 00Q) (FT - IN) POSITIVE DESIGN LOAD (WI (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LEAN OAER EQU AL TH TO 30R ' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS ' ABOVE THAN GRE 30 T GRADE (INCHES) 13 1 12 - 4 13 - 1 5 - 0 2 -7/8 1 -1/2 11 - 0 7 - 0 2 -7/8 1 -5 /8 30.0 8 - 0 2 -7/8 1 -5/8 48.0 11 - 0 3 2 -1/8 10 -0 13 - 1 3 -3/4 2 -3/4 9 -7 9 -7 5 - 0 2 -7/8 1 -1/2 9-0 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 -6 11 - 0 3 2 -1/4 12 - 11 . 3 -3/4 3 50.0 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 2 -1/2 12 - 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 -.8 3-3/4 • 3 1 -1/2 70.0 (..5 - 0�8 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 . 7 - 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 3 -7 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 -6 3 =7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 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 (PSF) TYPE A ALL MOUNTING CONDITIONS SINGLE EXCEPT 00Q) (FT - IN) TYPE B DETAIL. Q.- OR DETAIL © W/ ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL.© DOUBLE ANGLE REQUIRED 3 -3/4 " MAX. B.O. (FT - IN) TYPE D DETAIL QE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12- 11 10 - 12 -5 • 10- 11 48.0 12- 4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9-0 9 -3 61.5 11 - 8 -7 8 -7 .8- 10 63.3 11 -6 8 -6 B - 6 . 8 -8 66.8 l0- 11 8 -3 8 -3 . 8 -5 67.5 10 -9 8 - 3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 . 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7 -0 7. -0 7 -4 86.8 08- W 0 6 -7 6- 3 6 -7 6- 3 6- 10 6- 6 91.4 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6 -7 5 -2 5 -2 5 -.5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5- 7 4- 5 4- 5 4- 7 140.0 5 -2 4 - 1 4- l 4-3 150.0 4- 10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 _ 3 -4 3 -4 3 -6 r ' • JEW U z - N � 0- W Q0 -0 Lit 0 • N N t/1 ce QW = z L.) wt" N � w." Z Yu M 0 I N Z (Stale AS NOTED, (design by U z 0 cc V o Q N III < l { 5 e m 0 m o • Lo N W O U ✓ p • O x u_ z amwmonananimmi 0 0 0 0 N 0 0 Date 1017/2004 (drawn by l AV J (checked b V 1K Drawing no 02 -643 sheet 5 of 71 FASTENER (a 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) I NIMINNEIAMI ® ALT. CLOSURE DETAIL SCALE: 3 = T -0` 1" x 2" x 1/8" ALUM. ANGLE 3 1110 TEK SCREWS OR 3- 3/16"0 ALUM POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY O ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" • MIN FASTENER t 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) . NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL . SCALE, 3" 27 x 2" x .125" ALUM. ANGLE CONT. 12/04/02 16:40 • •• • 1410 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C: 1 "x1 "x.055 "•1 " 2 "x.055 " - 2" x 3" x .05S" 2" x 4" x 055" OR 2" x 5" x .125" AL. ANGLE • #10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET @ 18" O.C. 1" x 1" x .05S" • 1" x 2" x .OSS "• 2" x 3" x .05S" - 2" x 4" x .05S' OR 2" x 5" x .125" AL. ANGLE - #10 TEK SCREW OR 3/16"0 ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS r 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLAT1ON MAY BE SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR) • • • • •• • • • ;RIJS5 l4EAO .• S•S. NJTS•W /•• WASHERS dal O.C. • • • • • • • • • • • • • •• • • XI$TING.fRLIOURE \--HALF OF 8® •;• : USf �tq't E'pR rEMgLE AS • • R 1 0 • • • • • • • • • • • • • C) ALT. CQUNP.R CCOSPREAETAlt: SCALE: 3" T A B .L E 1 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -1132 OR 6063 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) ALTERNATE FLOOR MOUNT DETAIL R SCALE: 3 r. 1' -0 Z aW t/1 J 3 Ci 1- Jw. QJ XD Qw wtn w to 1/4" MAX. 1 -1/4" - u XISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER (nl 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as comp�ng with the Florida Belding Code Acceptance No O Z -/ 2.27. o 2 Expiration Date Lo o9 By MI ( Dad Division act Control .D taus •1SIX3 ;. LOAD ANC ANCHOR TYPE (W) P.$.F. MAX. (SEE NOTE 1) SP (SEE CONNECTION (SEE C1 ANS. S . C2 UP -8 .. NOTE NOTE C3 FASTENER TO 1 ) TYPE 3) C4 CS SPANS (SEE CONNECTION (SEE C1 ' MAXIMUM MIN. 8 . C2 . 2". UP -0 .. NOTE NOTE C3 SPACING EDGE TO 1 1) TYPE 3 CC C5 ANCHOR DISTANCE SPANS (SEE CONNECTION (SEE C1 (INCHES) 9 . C2 UP -0 .. NOTE NOTE C3 REQUIRED TO. 1) ) TYPE 3) C4 SCHEDULE CS FOR 'SPANS ( CONNECTION (SEE Cl VARIOUS 13 SEENOTE C2 UP -1 .. NOTE C3 TO 1) ) TYP 3) C4 DESIGN a CS SP ( CONNECTION (SEE C1 . LOADS 5 . Er SEE C2 . AND -8 .. NOTE NOTE C3 1 • ) TYPE 3) C4 SPANS C5 SPA (SEE CONNECTION C1 MIN. 8. S 3" -0.. TE NOTE C3 EDGE TO 1) TYPE 3 C4 C5 DISTANCE SPANS (SEE ( CONNECTION (SEE C1 9' C2 UP -O" NOTE NOTE C3 TO 1) TYPE 3) C4 . CS . SPANS CONNECTION C1 13. (SEE (SEE CZ UP -1.. NOTE NOTE C3 TO 1) TYPE 3) C4 C5 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 10 6 12 12 12 9 5 11 6 6 6 3 illin11i11411\111N111N11un -. 5..0 12 12 12 9 6 12 12 12. 6 l 11 9 10 6 33 8 3 // 4 12 12 12 11 7 12 12 12 8 5 '12 10 12 7 4 •9 3 3 S 3 1 /4 TAPCON W/ 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 // 8 3 4, 4 0 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 1 -1/4 MIN. EMBEDMENT 105.0 10 5• 5 5 3 8 3 // 4 7 / 8 3 /J 4 8 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 (MIN. 3,100 PSI cottcufl 17.0.0 0 3 !/ 4 8 3 f t. /l 8 3 2 4 // 8 ,7 3 �� 4/ 9 3 3 5 3 9 3 3 S 3 9 3 3 5 3 9 3 3 S 3 45.0 12 12 12 12 9 12 12. 12 9 6 12 12 12 8 6 12 9 9 S 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 * 'lll I 57.0 12 12 12 10 7 12 12 12 7 . 5 12 12 12 6 4 12 S 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 1 /4 - 0 POWERS CALK - IN 73.0 12 12 12 8 5 12 9 9. 5 4 12 6 6 5 3 12 5 t 4 12 12 12 12 8 12 12 .11 9 6 12 8 8 8 5 12 6 6 7 5 W/ 7 /8 - EMBEOMENT & 1/4 STAINLESS 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 c 4 12 11 11 9' 6 12 6 6 7 5 12 6 6 7 5 12 6 • 6 .7 5 STEEL MACHINE SCREw (MIN. 3,000 PSl cONdtETEI 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 .3 12 5 c 4 t 2 6 �6 7 5 12 6 6' 7 5 12 6 6 7 5 12 6' 6 7 5 45.0 12 12 12 10 6. 12 .12 12 7 4 12 12 12 6 4 8 4 4 4 12 12 12' 12 7 12 12 12 9 5 12 12 12 -6 4 9 5 5 5 3 8 Q j 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 . 7 � j 3 12 12 12 10 6 12 12 12 7 4 10 8 9' 6 3 7 4 �� l/6 POWERS • ZAmAC 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 / '3 12 12 12 7 4 9 5 5 5 3 8 3 3 4/ 7 • 4/ Nwlt Coe' v MIN. EMBEDMENT 1. f% 4 7 , '� / ' / '/ A / / . / / (MIN. 3.000 OO . PSJ. coo 401E 170..0 6 / 3 6. 3 6 3 6 3 7 • �/ 4 4 7/// 4. •7 4/ 7 4/ / * 45.0 .12 12 . 12 12 11 12 12 12 12. 7 12 12 12 11 6 12 8 7 7 4 12. 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 * 10 131231 57.0 12 12 12 12. 8 12 12 12 9 6 12 12 12 8 . 5 H 4 4 b' 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 1/4 ELCO MALE/ FEMALE - PANELMATE" w/ 7 3.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 .6 3 12 12, 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 • 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE 105.0 12 7 7 7 4. 11 4 4 6 3 11 4 4 6 3 11 4 6 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 SCREW WITH NUT (MN. 3.300.PS1 co1CRE E) 170.0 11 4 4 6 3. 11 4 4 6 3 11 4 4 6 3 11 4' 4 6 3 12 4 4. 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 I ' II�wroluuiuuuumue 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 , 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 • 8 12 12 12 9 6 12 12 12 - 8.. 5 12 4 4 6 3 12 12' 12 12' 11 12' 12 12 12 7 12 12 12 10 7 12 6 5 7 4 ill1W :. m«< :uuuuo t/4 LCO TEXT .11 7 3.0 12 12 12 10 6 12 8 8 .7 4 12 6 5 6 4 12 '4 4• 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 - .HEX - ; ANGE TAPCON/ 10 9 12 6 5 7 N Wi 1-3/ a TAP o 1 12 8' 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 6 4 .12 6 5 7 4 12 6 5. 7 4 (MIN - 3,320 PS.L CONCRETE) 170.0 12 4 4 6 3" 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 65.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8' 4 4 4 4 4 4 4 O 414 J J 07 4 J J 4 7 4 12 12 .12 .12 12 12 12 12 12 9 12 12 12 12 8 .12 10 10 9 6 - 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12. 8 5 12 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 1 /t - W % 1 - 3 / 4 M/NFLEX 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 ' 6 .3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 EMBEDMENT , 105.0 12• 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 S 7 4 (MW_ 3.3So P.s.t. C O N C R E T E ) 170.0 1 2 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 3 12 6 5 7- 4 12 6 5 7 4 12 6' 5 7 4 12 6 5 7 4 - I WOOD • � ; • • 4EXIST , ..•• • • • FASTENER MAXIMUM • ••• • • • • • • • • • • •ANeLt ieTtpC • e • • e • •• • • • • • • ••46.00 i • ��111111111p1'alid1111N1111►• 1 - 3/4 - MIN. THREAD ■ 1/4 - 0 W000 LAG W/ •PENEJRA • PAR.LPEL•OR PER(• i •TC:4e: GP IN • SPACING LOAD •IwI %'S.F. J j. X_ (SEE NOTE • u • • 57.E 73.0 10.0 .1710 . ANCHOR SPANS CONNECTION C1 12 12 12 12 12 (INCHES) 5' (SEE (SEE C2 12 12 12 9 5 UP -8" NOTE NOTE C3 12 12 12 e 4 REQUIRED TO 1) TYPE 3) C4 9 7 5 3 3 SCHEDULE C5 7 5 4 3 // SPANS CONNECTION C1 12 12 12 t2 12 FOR MIN. 8 (SEE (SEE C2 12 12 9 5 5 VARIOUS 3/4" UP -0" NOTE NOTE C3 12 12 9 ,4 4 TO 1) TYPE 3 Lt 6 5 3 3 3 DESIGN EDGE CS 5 3 .3 J / // DISTANCE SPANS (SEE CONNECTION C1 .12 12 12 12 12 LOADS 9. SEE C2 12 12 6 5 5 UP -0.. NOTE NOTE C3 12 12 6 4 4 AND TO 1) TYPE 3) C4 5 4 3 3 3 SPANS CS , SPANS (SEE CONNECTION (SEE C1 12 12 12 12 12 13 . C2 9 5 S 5 5 UP 1.. NOTE NOTE C3 9 4 4 4 4 TO 1) TYPE 3 C. 3 3 3 3 3 • C5 0 / e 1 12/04/02 16:40 ••• • • • ••• • • 8 7'43 0 t0 N 0 0 N 3 VJ. KN tiuxiSSIO CH 001.383 2002 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Baidiag Code Acceptance No C Z - I 2.2 Expiration Date O B , -_. - •..v' Miami Dad ' . cast Control Division 02 ammummonswenna c 0 • (leaf. 10/17/2002) scale re' awn by (scale NOTED AV (c nett. ed ey) I VIKI !design by I V !IC o drawing no. 02 -643 sheet of 7 ' ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLgnq@ S-gOeM sHuvEJt SPANS FOR SPECIFIC LOADS MUST BE UMITEDTO THOSE SHOWN IN TABliE PAGE S• • • • 2. ENTER (�AIIVEHOR11SCt- E014E G 9ASEO ON THE EXISTING STRUCTURE MATERIAL, EQUAL TO�NEG TIVE QESI LOAD O E N SHUTTER ANC) SELEC GREATER N THAN THAN OR EQUAL � TY L TO SHUTTER SPAN. 3 Q E�NN RR CE /I,f7GH8 SCHFQ`IL ANCHOR TYPE BA ED TYPE OF EXi5TNN6 STRUCTURE AbIO•APRROPRIATE CONNECTION TYPE. SEE MOUNTING SECTIN DEVILS I t R,DEPIIIRC:TION OF CONNECTION TYPE. 4. ATICHQRS T3E INSTALLtD IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. . 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. • • 6. WH XISTI •ST�qUCTUR W000 FRAMING WOOD FRAMING CONDITIONS FRAMING MEMBERS M OT•PkY4iOO •� TEN NG PLYWOOD IIS A CEPTAB E FOR SIOI!CLOSU1E PtEC1$9• • • 9. 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. 3/4" EDGE. DISTANCE IS ACCEPTABLE FOR WOOD FRAMING..WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 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. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE • SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 6" O.C. i WEIEM®RIN"NI'EI"A' 8 8 8 5 3 6 ©© ©II. ©N'©'. ®M' ©' " "M'a TAIII M i - "©A ®N' ©' © "©' .� /.MICIEMENIME %%%%'/N 'NEEN®r.% MIBI%' /I. ©E 7 4 � 111111:2: ; ;z ;z 9 s 3 7 LI° 6 12 12. 7 4 9 1, �. ©� "� ® 4 4 5 ' �'MEI"�'®'EN'© "SK / ellill'AINGLEI".ISCUI'EI' 1301:111:11©©MENEICI'©"®' 12 12 12' 9 5 9 IDIUMMIXI©©M© ©©' I V- E 10 10 10 7 4 7 ® ®' / ®///8/ // / ©'E '%" ® ". 11§1011/111111111 ' 8 8 8 5 3 11§1011/111111111 /I�'I"'MI"v.EEI"OM M' ©'CI" ®'CIS'®DI ®12 12 12 f ©m ®m©©fl©fl®Z 12 12 12 10 6 ,2 12 12 1O�E7RlA�)il�A1l1// 12 12 12 8 5 10 12 12 12 6 4 8 Elli"EI NNEMED'CI"©N "©'EI"®'ICIMM©' AGEITAIWAIIELIMEIZEIMEINICIMMIGIVJEFIYATIMEMININ 170.0 6 � 45.0 12 12 .12 10 10 10 10 12 12 12 7' 12 ® SEUMME �EDE©©© 57.0 12 12 12 8 6 7 HI'2 �89� 12 12 12 10 5 11 MIME 10 na� % ' /P'©' ©;a 12 12 12 .7' 4 • 8 ©�© ©11�©�'11I "®' P e " ®r© ".©'© "®' 8 4 4 5 3 7 Wo'©'MI"IO'III"IS'. ®m ® ®©0 ,0 10 10 numnimEMENESEEMEIMEMEHMERMISIMEUEI ®0EM0©®ICHN0 ®M©EF©,N 12 12 12 10 5 11 MEM 10 011111111011111111110:61011111111110:611116 ' ©EI CI ©©'I'E®'©NAHEIN 12 12 7 4 8 © ® CI©®MI©©INUIJ'CIII /i.%® %®oram%©ramer ©i 8 4 4 5 3 7 % %CIVAI% %M!%EI'//.%E1% /BIZ©%% ®G®%IKI%©EV®NEF / /EMEIMICIEEIENCI% 105.0 7 3 3 3 170.0 5 45.0 12 12 12 7 57.0 9 9 9 6 73.0. 7 7 7 4 45.0 12 12 12 9 57.0 12 12 12 7 73.0 11 11 11 5 105.0 8 4 4 3 73.0 10 10 10 ,6 105.0 7 3 3 4 170.0 5 45.0 12 12 12 10 S7.0 12 12 12 8 73.1) 10 10 10 6 105.0 7 3 3 4 170.0 5 .4 zummunnerzinaunal ANCHOR TYPE imuim�um�nnuinu�m�, 1/4"0 tTW TAPCON W/ 1 -1/4 MIN. EMBEDMENT 1/4"0 POWERS CALK -IN W/ 7/6" EMBEDMENT R 1/4 -20 STAINLESS STEEL MACHINE SCREW a Q. 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/4 - 6 ELCO MALE/ FEMALE - PANELMATE W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MAC SCREW WITH NUT 7l11111Mivauunm umk. 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4 EMBED i/4 - 0 ELCO CRETE FLEX W/ 1 -1/4 MIN. EMBEDMENT LOAD (W) P.S.F. MAX. (SEE NOTE 1) 45.0 • 57.0 7 3.0 105.0 170.0 45.0 57.0 SPANS UP TO 5' -8' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 12 12 12 .7 4 10 7 5 4 12 12 10 7 12 12 73.0 10 10 10 7 12 12 10 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 5 3 4 3 6 4 MIN. 2" EDGE DISTANCE SPANS UP TO 8' -0 (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13' -t" (SEE NOTE 1) SPANS•UP TO • 5' -8 (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYP CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3IC4 CS 9. 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 8 5 7 7 7 4 6 5 5 3 6 5 5 3 4 11 11 n 11 11 6 11 6 L 4 MIN. 3" EDGE DISTANCE SPANS UP TO 8' -O (SEE NOTE 1) • CONNECTION TYPE SEE NOTE 3) C1 C2 C3 (4 10 8 8 SPANS UP TO SPANS UP TO 9' -0" 13 -1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 9 9 5 3 6 3 3 3 10 10 .6 3 9 9 9 5 3 6 3 3 3 PRODUCT REVISED as complying with the Florida Belding Code AcceptanceNo -J227- 0Z, Ezpi tioa Date Zo o e By . --_ Miami I � .,Froduct Control Division e 0 dare 10/17/2002 scale AS NOTED design by V 1N (drawn by t AV [necked b V � M[ drawin n0 02 -643 sheet 7 of 7 Issue Date: 6/15/2006 Owner's Name: ROBERT LONGMAN Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 913 95 Street NE Comments: INSTALLATION OF ALUMINUM ACCORDION SHUTTER Additional Information Miami Shores Village, FL 33138- Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/10/2006 Contractor(s) HURST AWNING COMPANY INC Phone Primary Contractor Yes Type of Work: ACCORDION SHUTTER No of Openings: 8 Additional Info: Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1594 Phone: (305)756 -7919 1132060143090 Lot: PB: Total Square Feet: 263 Total Valuation: $ 6,975.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $180.00 $6.00 $4.50 $196.10 Invoice Number WS - 6 - 06 - 25230 Total: e 4,a QUO 23P1I Amt Due $196.10 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . FINAL IMPACT WINDOWS Dkr g Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($76) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP -7427 Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: LONGMAN, SUSAN Job Address: 913 95 Street NE Project: <NONE> Miami Shores Village, FL Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho (305)795 -2204 Fax: (305)756 -8972 Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO l Permit Number: WS -1-06 -184 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060143090 Lot: Phone: (786)295 -9269 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 City / 14-m( ,Cf/ ' State Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit r�►��C� i�/�t 0A'. c P . Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) fir to "1" Owner's Address / « d/O• 9/3 N. County Miami -Dade NO ` ‹. i�. Master Permit No. Zip _)0E= K) Permit No. IN5c- 18 4- Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Phone # Tenant/Lessee Name Phone # C 7/ 7 9 '1 Zip :y Contractor's Company Name , 1`c� Itite / /4.4- 0A/,fa l one # C alb — f,-6' Contractor's Address /35 ,,, f • ((( /3 i J----r City 7 )/� ( State ice- Zip 971 i 6 Qualifier /' VW /CL k iA t_s— State Certificate or Registration No. CCc ac 31 Certificate of Competency No. Type of Work: DAddition ['Alteration ['New Describe Work: gx CLh 0 &el/A/06 Aid -�✓4 Phone # Square Footage Of Work: Repair/Replace y [' Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced t As identification a> (diti l t % oath. • NOTARY ' U : LIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 Owner or Agent j)trta r/1a, ************* * * * * * * * * * * * * * * * *,t * * * * *s(lyt • #DD 221731 ' oQ: MOW Signature ontractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produce as identification and wh o NOTARY PUBLIC A Sign: Print: Zip My Commission Expires: qd?Q #DD 221731 ; a Q • 4*********************** * * * * * * * * * * * * * * * * * * * * * * * * * *14 iT1 M * *******# # * * * # # * * * # # * *s * * * * * * * * * # * ## * * ** #4444#* * *4* *#4 *44 #4444# # * # # * ## 4444 * * * * ** *4444* #4444 *** #4444 * * * * * * # #* Plans Examiner Engineer Zoning 1 111111 11111111111111111111 11111 111111111 111 a NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Pf�riMlT �0. TAY, FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DARE: THE UNDERSIGNED nereDy gives notice that improvements will oe made to certain real property, and in accordance with Chapter 713, Honda Statutes, the foliowino information is provided in this Notice of Commencement. 1. Legal description of property and street /address: 9/_ 3 , 4 r S'r si ' 0.." '7 • S7/02 cf crc 33/5 p 2. Description of improvement: / cc-(.iiOC'.N C� 3. Owner(s) name and address: ail 9L- Jute- 9/3 '7 / Interest in property: �l� /f e7 C C r Name and address of fee simple titleholder: S//?Cr 4. Contractor's name and address: /2c( n1 � j SL�/r7 S G ✓. 5. Surety: (Payment bond required sy owner from contrac rAi6Fa� TIF this sal r c %Y • d � Name and address: / / t NER BY CER •_y off tha ice on C � 0 2fl Amount of bond / ' r i a l Sea �� 6. Lender's name and address: , ES � �;1 of ° ` t aid B �• 7. Persons within the state of Florida designated by Owner t• 1 . 4 's otices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /a / /d/i-- 8. in addition to himself, Owners 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 di ent .:te is s•ecifi -d) nature of Owner Print Owners Nam€ Sworn to anc SUDS go4840 GoNci"¢ -,,) Deb Defore me tnis Notary PuDiit ,e11,44/ Prim. Ivotar. Nam ,& /5 //MWY /V 1/ IVI Corn7na5,on exD!re_ 4 -o -07 ( :FIN 2006R0092724 92724 OR Bk 24182 P9 1553; (1P9) RECORDED 01/26/2006 15 :56:43 HARVEY RUVIN► CLERK. OF COURT MIAMI -DADE COUHTYP FLORIDA LAST PAGE 334.28 Prepared ov cfT - 740 aav of . 20 ��1N 0IHN/4�� 3 8 cJ r � p. \PNA NUN Aaa ress: f ��. ` �J �. - a .�A _�n Issue Date: 1/25/2006 Owner's Name: SUSAN LONGMAN Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 913 95 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/23/2007 Contractor(s) Phone Primary Contractor KINCO WINDOWS AND DOORS OF (786)295 - 9269 Yes Comments: REMOVE OLD WINDOWS AND REPLACE WITH IMPACT WINDOWS Additional Information Type of Work: IMPACT WINDOWS No of Openings: 10 Additional Info: Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -06 -184 Phone: 1132060143090 Lot: PB: Total Square Feet: 0 Total Valuation: $ 12,697.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $2.60 $200.00 $6.00 $5.00 $221.40 Invoice Number WS -1 -06 -23619 Total: I L 27PAID cc — 4r.sr.:, Amt Due $221.40 Amt Paid Li .40 O Building Department File Copy Applicant Signature NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 1l�J[iami Shores Building Department Product Approval Schedule / Comparison Chart Address: Q /_3 ,d 9j r f Permit No. A15- C, °/ &7 Opening �D — Description of Window Product Acceptance -- Product Approval Opening Resign Rough Opening Shutter Required Mullion Required In; pact or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / rio ,4 �s i �?,S (,17X63) oaZ - vi &,' a70 f ?o 37x3 ,✓v i''D c /K'f /�� oa - o ?al.of •� -i /.i C>� r /add fib t7o %7o 7 `qtr t�.3 Ve f o' C ? (,o61�63� ( ��L (7ffXY C7oL- d /.2�. da -1- 7o/ -7o 7 � ®Z y J �= �S�-oz (3• ?4'3) 02 —v /.d6 + ?d /�� 3? 35 �rr� . / •L� ,/ r . rT /i- J (31 5) a -or iob fi'o / -'o X37,35 ,&/d A' ••. • t. JL IAN 2 ,ill MO pOPO if � =py _ y v-PS06—(8 4. • /2(4( Mg cc .44 • • • • .. • • .. • • • • • ...• • .. .... • • • .. • � ,A,"7 r/ ate: r . • •..I • ...l • • • • ...1 • • • 0 O • • • ... • • •••. • • • •••• • • ••• KINCO WINDOWS Ltd Job: 9/5 //e 9f a e- /067< 63 Q�IJI 0,2_() /d �Mucc 0 2 - 0 V( O5 fi 7 3 7‹.31 I 1 1 /D6 )<GJ 02.--d70 •• • • • •• • • • • •• •• • • MMIAMI.1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 SCOPE: • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • • • ME'IRO 4DE .AGL1;R BU&Lb 949 AST PL AGGERSTR1;`E't, SIAM 4603 • • • N.�MY,•"LORII?!� 53114 -1563 • • .('.105) 37S-2901 FAX (305) 375 -2908 • • • •• • • • • • • • • • • • ••. •• 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or ,suspend the use of such product or material within their jurisdiction. 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: Series "MPSIH -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. W01 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by Al- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturcr's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposcs 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0128.06 Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 a 1 2 - a W 1/0 ANN. CLASS 097' 9(TERLAYER SCASTORM TYPO B CLASS TYPE 'A' 3/9' OVERALL INK. LAMINATED 8Y 'CARDINAL' GLASS TYPE 'C' 3/4' OVERALL INK. LAMINATED 5Y 'CARDINAL' CLASS TYPE 'E' 3/9' OVERALL T}IK. LAMINATED BY 'MCP 1/8' ANN. GLASS ONE PMT SUCONE PECOM 095' OR TWO PMT SILICONE PECORA 905' 1/8 MN. CUSS 1/4' AIR SPACE 1/5' HUT STREN. CUSS .010' PVO INTERUYER t /0' ANN. MASS ONE PART S/UCONE 'PECORA 095' OR TWO PART SILICONE tS 1 11'�ECOM 905' ,�� 1 /0' ANN. CLASS .090' INTERLAYER SAFLOT KEEPSAFE 1/8' ANN. CLASS ONE PMT SILICONE 'MOM 595' OR TWO PAM SIUCONE 1 t�ECDM 9es' 1/0' NUT STREN. GLASS 1/8' ANNEALED CLASS ONE PAM S1000NE PECOM 095' OR IWO PART SILICONE PE OORA 995' GLASS TYPE 'B' 3/5 OVERALL TALK. LAMINATED BY 'CARDINAL' 1/0' ANNEALED CUSS 1/4' MR SPACE 1/0' ANNEALED 01AS3 .090' PAS INTERUYER .097' INTLRUYER SEASTORM TYPE B 1/9' ANNEALED CLASS ONE PART SIUCONE PEC011A 095' OR TWO PMT SR)CONC TS 11 C 903' X1111'4 ORA . GLASS TYPE 'D' 3/4' OVERALL TMK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED CLASS 1/4' AIR SPACE 1/0' ANNEALED CUSS .010' 94TERLAYER OUPONT BUTACITE 1/0' ANNEALED CLASS ONE PART SILCONE 'PECORA 095' OR 1 1 TWO PMT SILCONE �PECORA 905' 1 I VO CLASS TYPE 'F' 3/4' OVERALL INK. LAMINATED BY 'CARDINAL' 4 3/4' MAX. AT HEAD /SILL CORNERS t ry I A a J 0 1/9' ANNEALED CUSS 009' FILM TP0 -2000 AIR SPACE 1/0' POLYCAR80NATE AIR SPACE .009' FILM TP0 -2000 1/0' ANNEALED PUSS ONE PMT SIUCONC 'PEOOM 095' OR 41) TWO PART SILICONE COM 9es' t CLASS TYPE 'G' 3/4' OVERALL. TNK. LAMINATED BY 'PROTECTIVE CLASS 1N0.' 47 3/8' D.L.O. (113. LATE) 14 1/2' MAX. HUD /SILL WINDOW WIDTH F1 AN('.F FRAM • TYPer.A1 FI E'VAT10N TESTED UNTTS L 0. 3. 47 3/8' 1 NCAO /SILL CORNERS 9' MAX. 8 0 0.1.0. (113. UTE) 13 9/2' MAX. HEAO /SILL Al 47 1/2' D.LO. (VENT) •50' VENT 1410011 32 1/9' Engr. OR. I1vMAYDUH FAROOO STRVCTURYS PRA PE / 16557 FEB 132002 BUCK WIDTH FIN FRAME • • • • • •• • •••• • • •••• • • NOTES: • T141I PRODUCT IS 1994 E ITION FOR MWA OADE COUNTY OTT treeem MIMING 000L ALSO FOR 11140 LOADS AS PER ASCE 7 U5540 COI jIiPONDINO LA • 1'000 BUCKS BY OTHERS. MUST 0E ANCHORED PROPQILY TO T1W15RER • LOADS TO THE STRUCTURE. • • • • • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EM5fOMEN MSC TO SC MATERUR S1 BEYOND «AU • DRE OR STUCCO. •• •• •• •• • 1 r I 1 11r • • • • • APPROVED AS COMPLYING IMTM THEP •50UT4 RORIDA SUILCINOt • •• • Y :1, 1 ..34 • 5Y 17.A 1M712 PRO •' +NTROL DIVISIijTr I dmr•In9 no. 8U • C00ECOMPUANCEOFFK:E (W01 -81 ACCEPTANCE 4 ' •L heat 1 o 1 4, • • • • //' I to I ■ ■ 47 1/2' 0.L0. (VEN 50' NT WI• 53 1 /5' a 1 2 - a W 1/0 ANN. CLASS 097' 9(TERLAYER SCASTORM TYPO B CLASS TYPE 'A' 3/9' OVERALL INK. LAMINATED 8Y 'CARDINAL' GLASS TYPE 'C' 3/4' OVERALL INK. LAMINATED 5Y 'CARDINAL' CLASS TYPE 'E' 3/9' OVERALL T}IK. LAMINATED BY 'MCP 1/8' ANN. GLASS ONE PMT SUCONE PECOM 095' OR TWO PMT SILICONE PECORA 905' 1/8 MN. CUSS 1/4' AIR SPACE 1/5' HUT STREN. CUSS .010' PVO INTERUYER t /0' ANN. MASS ONE PART S/UCONE 'PECORA 095' OR TWO PART SILICONE tS 1 11'�ECOM 905' ,�� 1 /0' ANN. CLASS .090' INTERLAYER SAFLOT KEEPSAFE 1/8' ANN. CLASS ONE PMT SILICONE 'MOM 595' OR TWO PAM SIUCONE 1 t�ECDM 9es' 1/0' NUT STREN. GLASS 1/8' ANNEALED CLASS ONE PAM S1000NE PECOM 095' OR IWO PART SILICONE PE OORA 995' GLASS TYPE 'B' 3/5 OVERALL TALK. LAMINATED BY 'CARDINAL' 1/0' ANNEALED CUSS 1/4' MR SPACE 1/0' ANNEALED 01AS3 .090' PAS INTERUYER .097' INTLRUYER SEASTORM TYPE B 1/9' ANNEALED CLASS ONE PART SIUCONE PEC011A 095' OR TWO PMT SR)CONC TS 11 C 903' X1111'4 ORA . GLASS TYPE 'D' 3/4' OVERALL TMK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED CLASS 1/4' AIR SPACE 1/0' ANNEALED CUSS .010' 94TERLAYER OUPONT BUTACITE 1/0' ANNEALED CLASS ONE PART SILCONE 'PECORA 095' OR 1 1 TWO PMT SILCONE �PECORA 905' 1 I VO CLASS TYPE 'F' 3/4' OVERALL INK. LAMINATED BY 'CARDINAL' 4 3/4' MAX. AT HEAD /SILL CORNERS t ry I A a J 0 1/9' ANNEALED CUSS 009' FILM TP0 -2000 AIR SPACE 1/0' POLYCAR80NATE AIR SPACE .009' FILM TP0 -2000 1/0' ANNEALED PUSS ONE PMT SIUCONC 'PEOOM 095' OR 41) TWO PART SILICONE COM 9es' t CLASS TYPE 'G' 3/4' OVERALL. TNK. LAMINATED BY 'PROTECTIVE CLASS 1N0.' 47 3/8' D.L.O. (113. LATE) 14 1/2' MAX. HUD /SILL WINDOW WIDTH F1 AN('.F FRAM • TYPer.A1 FI E'VAT10N TESTED UNTTS L 0. 3. 47 3/8' 1 NCAO /SILL CORNERS 9' MAX. 8 0 0.1.0. (113. UTE) 13 9/2' MAX. HEAO /SILL Al 47 1/2' D.LO. (VENT) •50' VENT 1410011 32 1/9' Engr. OR. I1vMAYDUH FAROOO STRVCTURYS PRA PE / 16557 FEB 132002 BUCK WIDTH FIN FRAME • • • • • •• • •••• • • •••• • • NOTES: • T141I PRODUCT IS 1994 E ITION FOR MWA OADE COUNTY OTT treeem MIMING 000L ALSO FOR 11140 LOADS AS PER ASCE 7 U5540 COI jIiPONDINO LA • 1'000 BUCKS BY OTHERS. MUST 0E ANCHORED PROPQILY TO T1W15RER • LOADS TO THE STRUCTURE. • • • • • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EM5fOMEN MSC TO SC MATERUR S1 BEYOND «AU • DRE OR STUCCO. •• •• •• •• • 1 r I 1 11r • • • • • APPROVED AS COMPLYING IMTM THEP •50UT4 RORIDA SUILCINOt • •• • Y :1, 1 ..34 • 5Y 17.A 1M712 PRO •' +NTROL DIVISIijTr I dmr•In9 no. 8U • C00ECOMPUANCEOFFK:E (W01 -81 ACCEPTANCE 4 ' •L heat 1 o 1 4, • • • • FLANGE FRAME WINDOWS DESIGN LOAD CAPACITY - P3F SHUTTERS NOT MARRED FIANCE DIMS. 1110711 19 -1/8• 26 -1/2' 37' 03 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1 /8' 19 -1 /0' 26 -1/2' 37 53 -1/0' 19 -1/6' 26 -t /2' 37' 53 -1 /3' 19 -1/8' 28 -1/2' 37 83 -1/0' 19 -1/0' 26 -1/2' 37' 53 -1/8' HEIGHT 26' (3) 36 -3/8' (3) 30 -5/8' (4) SO' (5) 03' (5) 72' (6) CLAMS M69 'B OR V OTT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 70.0 70.0 70.0 50.5 70.0 70.0 70.0 49.6 11174-) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 70.0 70.0 70.0 58.3 70.0 70.0 70.0 49.6 CUBS TYPES • C • '0' OR 1X7.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 07.2 70.0 70.0 70.0 60.9 70.0 1N7.( -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 07.2 70,0 70.0 70.0 60.9 70.0 70.0 70.0 70.0 70.0 53.6 83.0 CLASS TYPE EM.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.6 70.0 70.0 70.0 81.9 70.0 70.0 70.0 59.9 70.0 70.0 70.0 53.6 11474 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.8 70.0 70.0 70.0 61.9 70.0 70.0 70.0 59.0 70.0 70.0 70.0 55.8 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WINDOW MOTH (RANGE DIMS) FIN FRAME WINDOWS DESIGN LOAD CAPACITY - P9? SHU1'RRS N0T RE0NRE0 BUCK DIM3. CUSS TITS, 'A' '6' OR '8' CLASS MIS 'C' '0' OR 7' MOM 24' 28' 32' 36 40' 44' 46' 52' 24' 26' 32' 36' 40' 44' 46' 32' 24' 28 32' 36' 40' 44' 48• 32' 24' 26' 32' 36' 40' 44' 48' 52' 24' 20' 32' 36' 40' 44' 48' 32' 24' 26' 32' 36' 40' 44' 45' 52' - N0010' 1 CM.(+) 114T.(-) EX7.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 29' 70.0 70.0 70.0 ( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 70.0 70.0 70.0 (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 79.0 70.0 70.0 70.0 44' 70.0 70.0 70.0 ( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 52' 70.0 70.0 70.0 (4) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60' 70.0 70.0 70.0 ( 70.0 70.0 70.0 69.8 69.6 70.0 83.9 63.9 09.0 50.5 $0.0 63.1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 72' 70.0 70.0 70.0 (6) 03.5 83.5 68.8 57.4 57.4 61.9 53.1 53.1 57.3 49.2 49.2 53.1 11174 -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 89.0 03.1 70.0 70.0 70.0 70.0 68.6 01.9 57.3 53.1 MASS ME 'C' EX7.(+) 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 65.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 70.0 70.0 70.0 70.0 65.0 59,6 55.1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.6 59.6 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.1 68.1 60.8 70.0 70.0 70.0 70.0 70.0 65.0 59.6 65.1 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. Ingn OR. h111 AY0UN 001000 Mummy M PC / 18557 FEB 1 3 2002 BUCK MOTH • • • • • •• • • • • •• •• • • • •••• •••• • 0000 •• • • • • • 0000 • •• • • • •• • • • • • • • •••4 APPROVED AS C0IAPLYDRPPATH HE 1 Se X01, . " • 4 • 'juli' O +Y. • • • BY 3.11;77077 , PRO. •NTROL DIVISION BUIL• CODE COMPLIANCE 0 �! ACCEPTANCE NOQ2. C( 2.`� 1, ro•in0 no. W01 -81 • •• • • •• • •• • • • • •• • •• • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE MY. FOR !PACING TOY OR 2BY w000 BUCK METAL STRVCURES (STEEL OR ALUM. I /D" MIN. THICK) STEEL : fy - 36 KSI MIN. ALUMINUM : 0O433 -T5 MIN. TYPICAL AHCHORD SCE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELM. FOR SPACING 1SY OR 2BY W000 BUCK TYPICAL ANCHORS; set ELEv. FOR SPACING /1? MIC INTO 2BY W000 BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO W000 3/ 16" TAPCONS INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 —t /4' MIN. EMBED INTO CONC. OR MASONRY 3/18" TFKR OR SF1 F DRR I IND SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) # SMS OR SF7 F ORII! INQ SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES; WI - I' X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END AND AT MID SPAN TOY OR 2BY w000 BUCK DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEC MY. FOR SPA INO 0•t OP0. EXTERIOR D.L OPG. WINDOM WIDTH WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. FEB 1 3 2002 TYPICK ANCHORS SEE ELEV. FOR SPACR40 •••O•• •••• • ••• • • • • :, :1::::e:.. •••• •••• • • FLANGE FRAM WINDOI? • • • • • • • •• APPROVED AS COMPLYING Y 1� D0004 FI' = OE 1! •• BY �/7J1/11 • PROD OLDMDION , DUI • . 0 CODE COMPUANCE Cf ACCEPTANCE Non? - ni.2T -Ob TYPM . ANCHORS SEC ELEV. FOR SPACING EXTERIOR D.L OPO. DUCK WIDTH SVC BUCK WIOM •••• •• • • • • •••• • • I FIN FRI121 { • • • • • • yyT APPROVED ASCCNRYINGNAN . ,` • OA Y ��• �� ''��'' • • • ILLUSTRATIVE OILS. ONLY OCT. OR NT. FMSNES NOT BY NINOQ W 1 TYPICAL ANCHORS M CLEV. rut SPACING TYPICAL ANCHORS SCC CLCV. fOR SPACDia TYPICAL AnHORS; sEE ELEV. ro• SPACING !10 SMS INTO WOOD STRUCTURES 1 -1/4" MIN. PENETRATION INTO WOOD 110 SMS OR SF1f 0R0 RE IINC Sewn INTO DATE COUNTY APPROVED MUWONS (NO SHIM SPACE) WEEPROLES; Wi - 1" X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END AND AT MID SPAN TYPICAL ANCHORS SCE ELEV. rOR SPACING 1 /4" MA%. VENT WIDTH D.L. OPT 0 COUNTY DADE COY APPROVED MULUON W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. t (2 ) PER QUID Engn DR. NUWYOUN r STRN NCRCS o rve /I FEB 1 3 2002 I/4" MAX. SY PROD • "NTROLDMSKIN BUILD CODE COMPLIANCE OF ACCEPTANCE NO.QZ 1 LR•OLa drawing no. WO1 -81 .�. 4711 • • • • •• • ••• •• • • • • • ••• • ••• • ••• • .073 .813 2.691 1 2.911 .062 .120-4 1.003 �) FRAME HEAD (FLANGE) L - 2.000 --I .9,3 3) FRAME JAMB ( FLANGE) FRAME SILL (FLANGE) .185-1 .14S .153 --1 le LATCH POLYPROPYLENE (FLEXIBLE) CLASS SPACER SCALE 1:1 1.063 .120-AIL -1.363 A FRAME MEAD (FIN) 2.691 .812 1.125J. 1.300__J .013 FRAME JAMB 01N) .709 1.370 .375 T 1.125 2.091 FRAME SII L (FIN) 1 - .120 1.230 r.0! 1- 1.197 -•4 VENT SIDE RAIL 0 CIA2110 BEAD -7,15 GLASS .9u .437 .062 1.503 1.125 2.855 4 (7) FIXED MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL 1.609 .093 GLAZING BEAD - 3/6' GLASS .410 r L1.485 --A•1 SASH STOP TISK N0. PART N0. 1 KCO -2041 IA 8(00 -2031 2 1(00 -2042 2A 3 KCO -2052 1(00■2043 3A KC0 -2053 4 KC0 -2046 5 K00 -2040 O BOO - 2047 7 KCO -2044 O BA 9 10 11 12 13 14 13 15 RP -600 RP -801 K00 -242 VTF -2009 W23151110 W23171140 1 -049 17 to U -4333 13130/13031 19 13129 20 KCO- 2050 -A QUANTITY 1 2 2 1 2 4/ UTE 4/ UTE AS RECD. AS RC00. AS RE00. AS REOD. AS RE00. 2 2/ VENT A3 RE05. 2 2 2 DESC FRAME READ (FIANCE) FRAME READ (FIN) FRAME SRL (FIANCE) FRAME SILL (f1N) FRAME LAMB (FIANCE) FRAME LAMB (FIN) VENT TOP RAM. VENT e07T014 RAIL VENT SIDE RAIL FIXED MEETING OWL GLAZING 8EAD -7/9' CLASS G1A2140 BEAD -3/9' CLASS SASR STOP FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW 01 SPACER 11N SEAL WEATHERSTRIPPING PIN SEAL WEATNERSTRIPPINO BULB WCATHERSTRIPPINO VENT TOP GUIDE MATERIAL 5063 -79 0063 -T0 6053 -16 6063 -T6 0063 -1O 6003 -75 6003 -TB 0063 -15 6003 -16 6063 -T6 81010 PVC R1010 PVC 0053 -75 SEE DTI. 5 /0' SPIRAL BALANCE SWAP LATCH 3' LON0 W/ SPRING NT1.004 NY10N VENT 9077081 CUIDE NYLON BALANCE BRACKET 0063 -T6 IUNP. /9 UPPUER /REI/ARXS 15 X 1' NPR SMS 1 X 1 011014 SMS OVAL OUROMETER ULTRAFAS .150X.167 OR EDUN. VLTRAFAB .1701.107 OR EO.N, CMDWELL ULM- PT /SPIRIX 9' FROM CAC14 ENO (HUGHES SUPPLY) 0 -1014 .300X.190 ASHLAND PR0011CTS ASHLAND PRODUCTS MSpn 00. KMAY0U1+ 1.41000 STRUCTURES ILA. PC F 10147 FEB 1 3 2002 • • • • •• • • •••• • • •••• • • •• •• • •• • ••• • •••• • •• • • • • • • • • • • • •• APFOROVED AS 4VIIPI.YDa) HTHE SOWN ' ORIDI541101 G L • • • OA • 1 rl • • PR •• T - NTROLOMSKXN BUBO • CODE C08NLWNCE OFFICE ACCEPTANCE NOL ' [11 SS• .0 { z • ••• • •• •• ••• • • • ••• • ••• • SASH STOP 2 - /a' LONG FRAME (:ORNFRS (FLANGE) FRAME CORNFRS (FIN) VFNT CORNFR AFTAIL . • . • • • W �'r� MUMAMA r;.4.4004 Pt, I 11457 FEB 1 3 1002 •• • • • • ••• • • • •• • • ••• • 0 • •• • • • • • • •• •• •• • • • • • •• APPROVED AS COMPLYING WITNTNE' SCUfl t. - . La �.OE • • • (ny • sr zi PRO SURD ECOtAPIUNCEOF E ACCEPTMCE KO - 0122 •Uto • ••• • • ••• • ••• • r ••• • • •••• • •••• • • • • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: • •• • • • • • •o• • • • ••• o • • • •• •• • o • o ••• • • • • • • • • • • ••• • • • • ••• • • • MIAMI -DART► CO(rrx, FEt5RIDA • • MB'IR4DADEFLA.GtE$. I ILDING • 1•10 MST FIAGLffiSTREET:S111TI 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • •• • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00 -0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 H GLAZING PRODUCT H TYP J ULWON GLAZING PRODUCT CD GLAZING PRODUCT GLAZING PRODUCT r H CIADNC PRODUCT TYP J ULWON GLAZING PRODUCT MI kM LIMING PRODUCT W - WI4W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: rw TYPE • 8 • 2 OR L D • BOTH ENDS L NOTFS` 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, .3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 290J AND 2975 GLAZING PRODUCT J . TYP. MULUDN MAIM PRODUCT 2 Hr J H - H1 +H2 (1) WINDOW MULLEQ W /ONE AROVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING .s H OR H1 +H2 MULL LENGTH = W ANCHORS rm • B; C OR b BOTH (NV fi y Robert L A (k, P.E I/39712 STrOrlItPAI 1 W2 w W -WI +W2 H - Nf+N2 (2) WINDOWS MULLEQ W,/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL • LENGTH = H1 w i T INDUSTRIES 1070 TECHNOLOGY ORTVC P.O. BOX 1179 NOKOMIS, FL J4275 NOKOMIS, FL .14274 � • ANCHORS Rend By: Dote: 0m 6> P.J.P. ANCHORS TYPE B ; • C • OR 130714 ENDS Cnkd By: �Oot.: D ` t '4/28/O0 Deee,lptk,rc ARRANGEMENT DETAIL . • • Cu., • 0 • 1" STD. WALL MULLION S.M. /mode: MULLS w — w,— F— w2— I —wJ—I w I w - Wr rw2 +w3 H - H1#H1 MULTIPLE WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 • • • • • PRODUCT REvIstD • SzpI Acceptance Po w ••. • • • •••• • • •APPROVED u COMPLYIRGIS}tItTre SOUTWtORIW 81/11.0 1 CODE • t:.. • • MU ID„dt DMdo• S..1.: NTS • • 1 ./5 IMO •• ROLOTISIW • BUIIAINO COI COMPL45NGE� 7g1:• f�CEPnt4 NO 00 - ••.•— • •• • • •••• • • • • .• • OMK.) No. 6620 • • • • • • • R... TYPICAL MULLION TO MUI I ION !NSTA! I ATION TYPE A" TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK K TYPE B" NOTE 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT,. QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. r 2" OR 12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS 1101 TD 04TERTT4E RtTH EACH OTHER) SEE NOTE /1 /1111000 SCREW (199/) MIN. T PENETRATION INTO DODO . ALL ALS1011R5 MUST BE OADE COUNTY APPIPOKA SEE NOR /1 i7� �P Robert L Q k .E. P.E. #39712 StryU-h1ERl 0LN TYP CAI MUI LION TO STRUCTURE WITH WOOD I3UCK REMOVFD FROM CON( TYPE "C" INDUSTRIES 1070 TECHNOLOGY DR1 NOKOMIS EL J4275 r-2' 0R T• 0 -1 4 ( ) � IAN. d' TAtCON (246/) 7 ww. 11 PENETRATION INTO CONCRETE oR BL 1 MIN. .. � • � 'I.' , , . S/RUOTI RE: ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 r 2' OR 4"--I /12 F.N. S.M.S. STAGGERED ON OPPDSRE SIDES 20 AS NOT l0 WIEREERE RIM EACH MEW) SET NOR /1 TYP OI1 MITI I ION TO STRUCTURE WITCI • WOOD RUCK AND CONC. TYPE 0" • • • •• • R4v4a B: red Orcm By: P.J.P. PRODUCT RTYE$BD• • • a adptyl.l deb Id Ploelda Bald e C Aenpode Ile O 0.0$ Elpntb109t11 • Br Mle• Ode PlodeclCwtN OMANI CAka By: role: 00l " 4/28/00 • • OUT •• • /15 F.N. SYS STAGGERED ON OPPOSITE* SIDES (SO AS 1101 TO wrovERE arm EACH OTTIER) SEE NOTE /I ww, rl• TAPCON (2481 MIN. 1j POW1Rmmm y «10 CONCRETE OR BLOCK STRUCTURE. ALL FASRNERS wUST BE 010E COUNTY :..APP1POYED. SCE NOTE /1 •• • • • • •••• • • • ••• • OeserOdee CLIP & INSTALLATI ©N •DETAIL ••••• new • • 1" STD. WALL MULLION •. • APPROVED AS COMPLYING MN THE SOON PL0n70A BUILO}NG 000 • • QA • • OY dR*A� P ,A • PRO CT TROT7TI 0 • WILDING 100E COMPIMSc4 MICE • Ac0E►TANCE NO 00 -o 9 2,or • _ • • • •• • S"N"a/MoMC Scan: Shoot: On1..e,p No. NOKOM7S, 8 . 1 54274 MULLS NTS 2 0, 5 6620 • • • • • IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE A 1 x 2 x i MIN. FROM ENDS (TYP) 14 MAX L TWO (2 ANCHOR HO L EXTRUSION OWC / 1099 MAX. MIN.J L 1 zy /,/ 1LCLM hitt 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 d 397/L t" MULL CUP FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / 1099 ITT INDUSTRIES Rand By: role: o..a P.J.P. 1070 ITCNMOLOGY DRIVE P.O. 80X 1529 NOKOMIS. ft J4275 NoKOMIS . J4274 CAke er Seri../kodot: MULLS 4 MIN. FROM END (TYP) ifL 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM r - END (TYP) • 1 MULL CI IP W /TABS RE4,1QYEQ FOUR (4) ANCHOR LO6ATION5i crimson DVc / 1099 • • • • • • •• • • PRUDI7CC MO' """ BedInS Cade Acceptance k. ?j OS Esplrat *. • • 4Wv9vf4gP • • •• •• • Oa • 4/28/00 ••• • Stoic NTS Shoot: 3 .'5 • • APP.OVEO AS CONMLPING �M�1 TI • tf 0 a lai A4 � ' 9 ' ZWi • • 0.r1E • E , �r•r ONTROL WNW* • 13U4131NGE00ECOMPLtANCE OFF IfE •• .• 0.0100.: MULLION CLIP h JR •.•• • • LOCATION • • Mk: 1" STD. WALL MULLION • • • •• • Oro.Gp No. 6620 Roo: 1 4 NOTE 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 —T6 Q 2 � Robert L erk, P .E. P.E. 439712 Structural 1 2 � 1 INDUSTRIES 1 r J r Raved Or lOot.: Drown 8 Y: P.J.P. D*r a/ption: PROFILES 1070 tECNNOLOCr DRIVE' P.O. BOX 1529 NOKOMIS, R J4275 NOXOMIS. FL .14274 Ce40 By. IDet*: 0014: /28/00 • • • PRODUCT •• • a...040411114% rids floiding Code Expiry DrLh ey MU h o mire( • • • • • • • •• •. • • • • • • ••• •••• m I -- • - - • • •• • 1" STD. WALL MULLION APPROVED AS COMPLYING KITH LNE A MINA a • • ••CAT JUN L dl • • PR• •NTROL pI V1S1aN ' O •DUADtNowCODEcometPrf • E • A etPJ 6CENO.0t_. 0412.x5' SMea /WoOk Seal*: S 1 Qmw1n0 No. MULLS NTS 4 al 5 6620 • • • • • Ray. lx2x.125 2 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 _ 96 108 111 . _ OPENING WIDTH IN INCHES 70 80 1 90 T 100 110 129 115 107 104 103 I 103 103 83 73 67 63 :* 61 i 61 61 70 61 55 . 49 57 49 44 41 ! 39 ! 38 41 35 31 29 i 27 ; 26 35 30 27 24 1 23 i 22 30 26 23 21 i 19 ; 18 23 20 17 16 1 - 20 — 17 15 1 18 15 - - - I - I. ' - __ - .._ _. _ 144 - 1 - . , . --,- -f,i43,.125 1 4 Anchors ' 50 — 6 - 07 70' 170 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE 2. DESIGN IS. BASED ON OPENING CONSIDER ONLY TWO ADJACENT 3. REFERENCE TEST REPORT FTL-2 - I - - I - OPENING WIDTH IN INCHES 32 22 20 49 49 38 38 25 25 21 20 18 80 90 100 110 120 42 170 170 170 170 170 L170 170 170 48 _ .170 170 170 170 170 170 170 170 . 50:626 . 170 • 170 170 170 . 170 170 170 170 54 170 170 170 162 158 157 157 60 170 170 157 143 , 134 127 124 63 170 160 141 128 119 112 108 . 66 170 145 127 115 106 100 96 72 142 120 105 95 87 81 77 76 120 102 90 81 74 69 65 78 111 94 83 74 68 63 60 57 84 88 75 65 59 53 . 49 46 44 90 72 60 53 39 37 35 96 59 50 43 108 41 35 30 111 38 32 28 144 17 - - 30 20 19 120 130 ; 160 103 103 103 61 . 61 49 49 38 38 25 25 20 20 17 17 122 106 93 74 63 47 38 27 43 35 28 19 17 IN PSF. WIDTH. FOR MULTIPLE UNITS, UNITS AT A TIME. SEE SHEET 902, 2903 AND 2975 130 16 170 17 170 Lt7 0 170 170 157 157 122 122 106 106 92 92 72 71 61 59 55 53 42 40 33 31 27 24 18 16 16 Robert L Clark, P.E. P.E. #34712 Structural NDUSTRIES Rend Or lOoto: Croon nu. Vertical Mull T----! 1 i . Opening . • Width . ■ P.J.P. 1070 troolower DRAt P.O. BOX 1529 NOKOMIS, Fl. 34275 MMUS. a 34274 OpenIng Width Horizontal Mull Multiple Mulled Units Mull Lerigth \Opening Width Mull ! Length 1 Mull Length Li : • • • 1 •• ••• •• • •••• •••• • • •••• • • CM Br lode.: 4/28/00 ijamaaa • • • ArserfplIon: PRESSURE CHAR •• TS • 1" STD. WALL MULLION 5orio.M000t MULLS Scale: • Smmt: NTS 5 0.5 FRODVCT REVISED teeptylsi Se !Wide Wen Code • 15111.11Cms No0 • • trPI • DM "7P4 • • • MI, Dmie eroded Can • • OMNI* • APPROVED AS COMZIYING NAIVE • • :tint flORItAilla I JUN z 11. • .r a 7 W • • BURMA CODE COeffIRRCE FRU • Art KCE F10 6 .1 1 :irka• r • • • • • • •• • IV` • • • • • • Orooiny N. 6620. • • • • • • • Rev: HEISS REALTY, INC. HEISS ARCADE 127 N. E. FIRST AVENUE MIAMI 32. FLORIDA Building Department , Villa ge o f' and Shores, Miemi Shores, Fla