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WS-12-690Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172511 Permit Number: WS -4 -12 -690 Scheduled Inspection Date: May 01, 2012 Inspector: Bruhn, Norman Owner: RODRIGUEZ, IVAN Job Address: 390 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SAB CONSTRUCTION SERVICES INC Permit Type: Windows /Shutters Inspection Type: S nztt - "tta hme * Work Classification: : Shutters ")--kv�'f��.c- Phone Number Parcel Number 1132060135110 Phone: (786)413 -4101 Building Department Comments 4 Accordions 10 Panels (shutters) Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 30, 2012 For Inspections please call: (305)762 -4949 Page 9 of 12 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 UI DING PERMIT APPLICATION FBC 20 Permit Type: BUILDING) ROOFING 4/ 1, ied U %2/ C / Z OWNER: Name (Fee Simple Titleholder): Address: - 70 sh` C_ ! 1 Permit No. t(///0.1.-6s6 Master Permit No. Phone #: 1 — City: /14/4.M/ •_ ` Tenant/Lessee Name: State: Phone #: Zip: 33/` Email: JOB ADDRESS: , ' 7o A! 1 ° /60) S / City: Miami Shores Folio /Parcel #: /l — Z __ 0/3 County: Miami Dade Zip: 33 13S +,S //o Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ' S (A-6) ��t�' 7 1 {11C' / .r/j4,s. /A/C. Phone #: /�� - 643 "V/0/ Address: % L 3 `% ix). ? - t 7 City: C (i c 14 /.,. ? /1-y% State: _ Zip: .3'.73/Y0 Qualifier Name: i.//+A�' / '/ t ' Phone #: sv ' 2-2 C ' /S'- `1` S/ State Certification or Registration #: l� C Certificate of Competency #: Contact Phone #: 7(5 i/73 - Y(0/ Email Address: Ail r Via- DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: Addition iteration Description of Work: /0 %'ANs� Square/Linear Footage of Work: New ❑Repair /Replace H L1 -7 2. 3 p C' ❑Demolition ********** ************** ** **** * ****** ** Fees********************* ******* ** ** * * * **x:****** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 0)09C") CCF$ CO /CC$ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ET.ECTRICAL 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 iss d. In fz absence of such posted notice, the inspection will a approve nd a re . pection fee will be charged. Signature Owner or Agent The foregoing instrument was acknow day of,142aL 20 by who is personally known to me or who has produced �l As identification and who did take an oath. NOTARY PUBLIC: Signatur Contractor before me this The foregoing instrument was acknowledged before me this day of Sign: print: I �� �� S,,. ,�'P J/ 2-- My Commission Expires:�P� pGAL= Christy Perez :¢_COMMISSION #DD976772 ��0; EXPIRES: MAR, 30, 2014 +, WWW.AARONNOTARY.com ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Y2-t, L- , 242—, b who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 7"e/9•%2. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print My Commission Fi t s, Christy P "rez I : LJ" G M!, +S3i0n # . _ 7n772 "kV, „? °:' "y ,:;IS. MAR. 30, 2014 Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO!J V° --� GVAAX FOUO NO. !/ - 3206= 0/3 —51/ D • STATE OF FLORIDA: 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. CFN:.20120268601 BOOK 28074 PAGE 4837 DATE:04/17/2012 08:23:20 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY Space above reserved for use of recording office 1. Legal description of property and street/address: LOT'S / 4. Z 3e -oC,�e 3d 370 72 sr 2. Description of improvement: " A CCt). Q "e "S -4 /D 9'f+-14/,CC Si f Z'S 4.4"4-401," J'e f J fie- J313,P' 3. Owner(s) name and address: /✓.4 /I% ' Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. JMI B Ca4--rru4c -4.r.Y -.Q.1 /C-}' /lJe. Ge), .127 sr 177- f,L ! O 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's•name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(x)7., Florida Statutes, Name, address and phone number. 370 N, E /BZ 5n 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)(6), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) • r(s 0 sn Authorized Officer/Director/Partner/Manager Prepared z - Prepared By Print Nam �� - �J r Z print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE L� The fo ing instrument was acknowledged before me this t tT Lday of Imo(, By Ps- . -O tgGjtA €._ ividually, or ❑ as for 01 Personally known, or lEtroduced the following type of }dent ;;yn: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Sig By 0 ACOMMISSION r D0976772 eVi. ©:PIRES:MAR. 30, 2014 :, •,o WWW.AARONNOTARY.com s)'s Authorized Officer /Director/Partner /Manager who signed above: Afper-r Gun aai / 6&'O /'3 c- m/ Arxe /Ge 33 ,T7 By STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that the forego; Is a t e and correct copy of the original on file in this office. .1!_..e—.` 1 AD 20 ° 1ARVEY RUVIN, CLERK, CI cui andd. Co o rts ora. Deputy Cle SUBJECT TO COMPUANC STATE AND COUNTY RUL ZONING DEPT BLDG DEPT APPROVED i a� 87" es Village H ALL FEDEF ID REGULATII qft rizi i Lae- e 5 106" x 87" 64.04 sqft Z4 / -48.4 no 1 96 "x81" 54.00 sqft Z5 / -59.8 14 13 All areas rated with worst case tributary area design pressure per applicable zone (4 or 5 respectively) per attached raised seal design ASCE 7 -10 pressure letter. 20" x 40" 20" x 40" 5.56 sqft 5.56 sqft Z4/ -48.4 Z4/ -48.4 All areas rated with worst case tributary area design pressure per applicable zone (4 or 5 respectively) per attached raised seal design ASCE 7 -10 pressure letter. 38" x 52" 13.36 sqft Z5 / -59.8 no no no RODRIGUEZ RESIDENCE 390 NE 102nd STREET MIAMI SHORES, FL 33138 HURRICANE SHUTTER PERMIT LAYOUT M R H = <25' al areas rated with worst case tributary area design pressure per applicable zone (4 or 5 respectively) per attached raised seal design ASCE 7 -10 pressure letter. no FRONT n no 20" x 40" 5.56 sqft Z4 / -48.4 20" x 40" 20" x 40" 5.56 sqft 5.56 sqft Z5 / -59.8 Z5 / -59.8 9 10 38" x 52" 13.72 sqft Z4 1-48.4 1 no 11 no 20" x 40" 5.56 sqft Z4/ -48.4 38" x 86" 22.69 sqft Z5 / -59.8 37" x 39" 10.02 sqft Z5 / -59.8 37" x 39" 10.02 sqft Z5 / -59.8 2 no no 3 RODRIGUEZ RESIDENCE 390 NE 102nd STREET MIAMI SHORES, FL 33138 HURRICANE SHUTTER PERMIT LAYOUT OPENING SCHEDULE 14 Openings MRH = <25' Hurricane Shutter Building Permit Opening Schedule Opening P 9 Location Width Height Actual Tributary Area Square Footage Design Pressure (Ref. RAMMS Engineering, Inc. ASCE 7 -10 Design Pressure Letter- worst case negative loads per worst case tributary area and applicable wind zone) one 1 38 52 13.72 -48.4 4 2 20 40 5.56 -48.4 4 3 37 39 10.02 -59.8 5 4 37 39 10.02 -59.8 5 5 38 86 22.69 -59.8 5 6 96 81 54.00 -59.8 5 7 106 87 64.04 -48.4 4 8 106 87 64.04 -59.8 5 9 20 40 5.56 -59.8 5 10 20 40 5.56 -59.8 5 11 20 40 5.56 -48.4 4 12 37 52 13.36 -59.8 5 13 20 40 5.56 -48.4 4 14 20 40 5.56 -48.4 4 Total Square Footage -> I 285.24 Shutters Depot "HPMA / Performance System 2" Product Control Notice of Acceptance No. :10-0930.14 Expires: 03/31/2016 Florida Storm Panels Inc. .029 Galvanized Steel Storm Panels Product Control Notice of Acceptance No. :07-0817.03 Expires: 01/23/2013 (22 ga.) SEE ATTACHED LETTERS OF COMPLIANCE RE: FBC 2010 RAMMS ENGINEERING, I . 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA Robert S. Monsour, P.E. Fl # 11955 / 0006024 DESIGN WIND LOADS IN PSF. MIAMI DADE Kd =.85 BUILDING CODE, 2010 ASCE 7 -10 WIND CODE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls). Positive Pressures Exposure C For the .175 mph Wind Zone CATEGORY 2 Height . (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 .30. . 40 50 60 'too 0.95 0.92 .. 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 • 35.7 20 42.7 . '40.8 39.7 38.9 38.3 ' 37.8 25 :44.6 42.6 - 41.5 ' 40.6 40:0 39.4 " 30 .46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 • 45.9 44:9 . ' .44.2 • 43.6 50 51.8 49.4 48.1 47.1 46.4 . 45.7 60 53.7 51.2* 49.8 48.8 48.1 . 47.4 Interior Zone (4 _, Walls) Negative Pressures Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square: Feet 10 20 30 40 50 60 -1.10 . -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 - 46.4 -44.4 -43.3 -42.5 . - 41.9 -41.4 25 -48.4 -46.4 - 45.2 -44.4 -43.8 -4382 30 -50.5 -48.4 - 47.2 -46.3 -45.6 - 45.1.. 40 -53.6 -51.4 - 50.1.. - 49.1 -4 .4 -47.8 • 50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4. -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone, • CATEGORY 2 Height (Maximum) ) Effective Wind Area (or, Tributary Area) in Square Feet . 10 .20 -- 30 -- . ..-40 50 , 60 . =1:40 -1.29 -1.23 • -1.19- .• , -1.15 -1.13 1:5 . -54.1 -50..4 : -48.3, - 46.8 -45.6 .. -44.7. 20 -57.2 - 53.4„. • -51.1, -49.5 -48.3 . -47.3 .. 25 -59.8 . -55:8 ..•-53.4. ;:.51.7 , -50.4 -49.4 30 -62.3 -58.1 -55.7 ` -53.9 -52.6 . •' -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 -5%4114 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smai I but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in felt). • NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Property Information Map 117 idade qo v;; Property Information Map My Home Miami -Dade County, Florida Aerial Photography - 2009 0 56 ft This map was created on 4/13/2012 5:30:59 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 Summary Details: Folio No.: 11 -3 06- 013 -5111 Property: 390 NE 102 ST Mailing Address: IVAN A RODRIGUEZ &W VIVIAN D 390 NE 102 ST MIAMI SHORES FL 33138 -2429 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,640 Lot Size: _ 11,764.50 SQ FT Year Built: 1940 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 38 LOT SIZE 102.300 X 115 OR 14552 -2608 0590 1 OR 14552 -2608 0590 00 Assessment Information: ear: 2011 2010 Land Value: $146,633 $183,291 Building Value: $217,502 $217,594 Market Value: $364,135 $400,885 ssessed Value: $161,043 $158,664 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption! Taxable Value: Regional: $50,000/ $111,043 $50,000/ $108,664 County: $50,000/ $111,043 $50,000/ $108,664 City: $50,000/ $111,043 $50,000! $108,664 $25,000/ $133,664 School Board: $25,000/ $136,043 _ Sale Information: Sale Date: 5/1990 Sale Amount: $165,000 ale O/R: 14552 -2608 Sales Qualification Description: Sales which are qualified View dditional Sal-s http:// gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade.go... 4/13/2012 v L Elk:1MCY ENGINEERING, INC. Gl.i \l,IN(; ('ONS111., I'AN'I' 8501 SW 124 AVE. STE. 205A MIAMI, FLORIDA 33183 P: 305-271-0117 CAN #28677 LETTER OF COMPLIANCE April 9, 2012 Miami -Dade County Permitting, Environment and Regulatory Affairs Board and Code Administration Division - Product Control Section 11805 SW 26 Street, Room 208 Miami, FL. 33175 RE: Shutters Depot, LLC. System 2 Aluminum Accordion Shutter (H.P.M.A. # 41) Product Control Approval Application Revision of NOA# 10- 0930.14 Shop Drawing No. AD 10 -30 Dear Sir /Madam: With this letter we certify that we have reviewed the drawings of the above mentioned product. We hereby attest that to the best of our knowledge, belief and professional judgment that the structural and envelope components, as described above, after successfully passing the required tests are in compliance with Florida Building Code 2010. If we can be of further service please call. 286daS:.�:ir „,. GeNS$.°0, g3 q< £i?icerg q w iii n :: �. \ n P.f q 6 gg00 �� APt "0 9 2012 4 MCY ENGINEERING, INC. GLAZING CONSULTANT AN'I 8501 SW 124 AVE. STE. 205A MIAMI, FLORIDA 33183 P: 305-271-0117 CAN #28677 April 9, 2012 Mr. Helmy A. Makar, P.E. Miami -Dade County Permitting, Environment and Regulatory Affairs Board and Code Administration Division - Product Control Section 11805 SW 26 Street, Room 208 Miami, FL. 33175 RE: Product Control Approval File # 10- 0930.14 Shutters Depot, LLC. Dear Mr. Makar: This letter services as confirmation that drawings AD10 -30 is identical to the drawings of the association Master File #12 -0736 drawing AD10 -12. Should you need any further assistance or any question, please feel free to contact our office at (305)271 -0117. \NAN S Apo r/2""� BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Shutters Depot 2345 W. 80t Street, Bay 16 Hialeah, Florida 33010 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/building 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 Section 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 Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: " HPMA / Performance System 2 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. AD 10-30, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Hialeah, Florida and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. MIAM • . • UNTY APPROVED 0331/2 a I) NOA No. 10-0930.14 Expiration Date: 03/31/2016 Approval Date: 03/31/2011 Page 1 1 Shutters Depot NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Drawing No. AD10 -30, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Ylping Wang, P. E, B. TESTS 1. See Association's generic approval under 10 -0710. C. CALCULATIONS 1. See Association's generic approval under 10 -0710. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10-0710. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 30, 2010, certifying this product to meet the criteria of product tested and approved, and allowing Shutters Depot to use the test results approved under Miami Dade County Approval No. 10 -0710, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Shutters Depot dated February 12, 2011, signed by Mr. Fracisco Ceballos. 3. Letter by MCY Engineering, Inc., dated February 05, 2011, signed and sealed by Yipping Wang, P. E., certifying that the drawing (No. AD10 -30) prepared for Shutters Depot is engineering wise identical to HPMA's generic drawing (No. AD10 -12). E -1 //4e l A. A Makar, P.E. M.S. > > BNC, Product Control Unit Supervisor NOA No. 10-0930.14 Expiration Date: 03/31/2016 Approval Date: 03/31/2011 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIT7111 E REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE S 14 x 3°, 41041T MINIMUM SERIES W/ 135.0191 YIELD STRENGTH & 180 kai TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5020 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co. BOX 807. WEST CHESTER PA 10381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 8063 -TE ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 kek 4. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANOl TORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 8. WOOD BUCKS BY OTHERS MUSTSE SOUTHERN PINE. 0 = 0.88 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 7. ALL ALUMINUM POP RIVETS TO BE 8052 ALUMINUM ALLOY WTIH ALUMINUM MANDREL. 8. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 38 kal MINIMUM MINIMUM YIELD STRENGTH. 9. SHUTTERS COMPONENTS ARE PATENT PENDING. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 11. A PERMANENT SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT H ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: SHUTTER DEPOT HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC. (b) CONTRACTOR TD BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (1) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (9.0.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAb. ENGINEER SHALL SUBMIT TO THIS LATTER 1149 SITE SPECIFIC DRAWINGS POR REVIEW. (e) THIS P.A.D. SHALL BEAR THEDATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) TYPE A 114° I>fA. ITW TAPCON BY I1W BUILDEX FUR120 KSI,Fy=82K81 INTO CONCRETE Po' =3000 PSI 1-314° MIN. EMBED 2 -12° MIN. EDGE DISTANCE TYPE Al, INTO CONCRETE BLOCK 1 -1/4° MIN. EMBED 2.12° MIN. EDGE DISTANCE TYPE B. 114 ° -28 CALK -IN BY POWERS' FASTENER& INTO CONCRETE 10,3000 PSI 7/8' MIN. EMBED 3° MIN. EDGE DISTANCE TYPE 81. INTO CONCRETE BLOCK 7/8" MIN. EMBED 3° MIN. 5300 DISTANCE TYPE C. 1/4° CRETE -FLEX SS4 MASONRY ANCHOR BY `ELCO° CONSTRUCTION PRODUCTS Fu 120 KSLFy -92581 INTO CONCRETE (x'=3000 PSI 1 314" MIN. EMBED 2 12' MIN. EDGE DISTANCE TYPE C1. INTO CONCRETE BLOCK 1 1/4° MIN. EMBED 2 1/2" MIN. EDGE DISTANCE NOTES: . WFEN EDGE DISTANCE EQUAL OR GREATER THAN Y AND LESS THAN MIN. FO(,F DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWNGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A, & A1: REDUCTION FACTOR n 0.77 ANCHOR TYPE B & B1: REDUCTION FACTOR = 0.80 ANCHOR TYPE C & CI: REDUCTION FACTOR = 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3 °. 9PING WANG. P.E. FLORIDA REGISTRATION PE ®08983 CAN. 288/7 SEP 2 7 2010 IZ W m 8 1 ouK a 7 a .95 DRAW ORATING NU AID10 -30 1 OF 10 4 .324 OWALL HEADER (& INVERTED) 1.338° 2382° 1.043° 2.068° .581° - 1.191° THRESHOLD TRACK 5.089° 4.600° ---- -�" 3884° 1.028° 1.8p°.-/ 1.083° • O A..012(4) ]. "?°4 k '..826` °t u� 0 MALE/FEMALE PERFORATED BLADE (!)HOLES FOR 3116°0 ALUM POP RIVETS 0 CEILING HEADER WALL SILL. 055° 090 °STARTER 3.645° S OPTIONAL BLOTTED HOLE (8EE ELEV. Xf/) 0 ADJUSTABLE SILL ADAPTOR 5.000• 4.500" 2.443 / 1.928° n .012° .953° g 'v I .063° 0d? .876• .083° .906° 0�:. A BRASS NICKEL PLATED OPUSH BUTTON LOCK 1-. ±1.344 ° -+I' .313°-1- -1' 690° 430° CMALE!MALE SOLID BLADE 6/18°48 MASTIC _ I ° 1.500° --A° KNOB 5/18 "0X 1" S.S.M,S Ai/PLASTIC KNOB LOCK .324° ecr1 2.733° 3.316° 4.37P - irf 1 082° I. FLOOR SILL SCALE': 3/5" °. 1" .055° m°um,°v .751° C)180° MALE STARTER 2.306° 1.927' %41 FLOOR SILL SCALE : 3/8' 1' @ MALE/FEMALE SOLID BLADE 3.009° OFEMALE CENTERMATE BLADE SCALE • 3/6° - 1° OK LOCKING PIN (OPTIONAL ni SCALE : 3/8° = r C.'2s r 1 400 .579° 2.184" 307°,324 3.431° N MALE CENTERMATE BLADE SCALE • 3/8° m 1` ALUMINUM ANGLE 5° M81L AS APPLICABLE COMPONENTS 7.00G° Max. AS APPLICABLE --k L ALUMINUM ANGLE .125° �.- ..`•°3.o' ---1 ()ALUMINUM TUBES TIPING WANG, P.E. FLORIDA RECISTRATION PE ®55983 CAN. 2867/ SEP 272010. �e 20406 m13.0 08528 66A@® 8,111 AD10 -30 6 ON 1D MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM SPAN °L" SCHEDULE. MAXIMUM DESIGN LOAD "Pd"(PSF) MAXIMUM SHUTTER'SPAN FOR ALL SECTIONS MINIMUM SEPARATION TO GLASS On.) ALL SECTIONS MBCPANELLEWIN L. (t) s+..MIRLEWIN .L -01) 40 13-2° 14' -1° 3:0 45 12' -9" 14' -1" 3.0 50 12.5" 14' -1" 3.0 55 12-2' 13'-5" 3.0 8O 11' -11" 12' -10° 3.0 65 11'-8" 12-4° 3.0 70 11' -5° 11' -11" 3.0 75 11'3° 11'-6" 3.0 80 11' -1" 11' -2" 3.0 85 10-10" 16-10" 3.0 90 10 -6° 10' -6" 3.0 95 10' -3" 10 -3" 2.875 100 10 10' 2.875 106 9' -6' 0 -9° - 2.525 110 6-8" 9' -5" 2.5 116 9'-4° 9' -0° 2.5 120 9'-1" 9' -1° 2.5 125 8' -10' 8' -10° 25 130 8'-6" 8'-8" 2.375 135 - 8' -2" 2.375 140 - 7 -11° 2.375 145 - 7 -7" 2.375 150 - 7'-4" 2.375 155 - 7 -2" 2.375 180 - 6' -11° 2.375 155 6-8" 2.375 170 - 6'-8" 2.375 178 - 6 -4" 2.375 180 - 6' -2" 2375 185 - 6' 2375 190 - 5' -10" 2.375 195 - 5' -8" 2.375 or 6 Or 1®? SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECJFICA77ONS A®OR ©OR© OR-1 Q + ® OR 01 OR 04) TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N.T.S. INSTRUCTION: STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY,. BUILDING HEIGHT, WIND ZONE USING APPUCABLY ASCE 7 STANDARD. STEP Z CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. El YIPING WANG, RE, FLORIDA REGISTRATION PE 855983 C.A.N. 28877 SEP 272010 O 3 2 DATE Etas DIM PBWCLT Drama NO AD10 -30 3 OF 10 4 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE I' FOR MIR. SEPARATION TO GLASS EXISTING GLASS.- (SEE SCHEDULE) - 814 x 3° SS. S.M.S. 14y 718°0 7B° LONG NYLON BUSHING (Typ. TOP & BOTTOM) 614x2°SS. QA S.M.S. (Typ. OP & BOTTOM) REQUIRED 511 EXISTING GLASS. EDGE OF SLAB IF APPLICABLE 614x3' S.S. S.M.S. 4.p 7/13°6, 7/W1090 NYLON BUSING (Typ. TOP & B01 raM) • 814 x S.S. S.M.S.(Typ. TOP & BOTTOM) V 0 1°my Q _0 OPTIONAL 1 BUSHING I'I d TOP/BOTTOM) trj L-11-7?? � 814X3N�°SSOPTIONAL BMS. 1T O.C. BUSHING , p TOPBOTTOM}�� CONCRETE ANCHORS (SEE SCHEDULE) - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED --- EDGE OF SLAB IF APPLICABLE POURS) 004.086E CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION A SECTION B CONORE1 L ANCHORS (SEE SCHEDULE) OPTIONAL BUSHING TOP/BOTTOM) EDGE OF SLAB IFAPPUCABLE POURED CONCRETE REQUIRED FLOOR MOUNTING INSTALLATION SECTION B1 14844 . 40 - 1•. EDGE OF SLAB IF APPLICABLE POURE0 CONCRETE • CONCRETE ANCHORS REQUIRED ®8° ON CENTER FLOOR MOUNTING INSTALLATION SECTION B2 8"2'1/40 -r MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF)AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXIMUM DESIGN LOAD °Pd°(PSF) SHUTTER SPAN 48444 SECTION A (TOPBOTTOM) SECTION B (TOPBOTTOM) 81 (BOTTOM) SUBSTRATE CONCRETE - SUBSTRATE BLOCK -- - SUBSTRATE CONCRETE ANCKO3 4/854. 14.0702 1/858 ANCHOR TYPEC ANCHOR TYPEAI ANCHOR 1/8601 ANCHOR 718501 ANC10R /PEA ANCHOR 12450 4.4.08041 11420 60 602 9 9 9 4.6 4 7 8 ' 8 - 8 78. 9 9 9 3.6 3 6.6 6 6 8 98 8 7.5 120° 6 6 8.5 - - 3.5 8 6 6 ' 144° 6 6 5.5 3 8 6 6 154° 5 4.5 5 - - 6 6 6 65 60" 9 9 9 4 3.5 6.5 8 6 8 78 9 8.8 9 3 - 6 8 8 5 98 7 7 7.5 4- 6 6 6 120° 5.6 6.5 8 - - 3 6 8 6 148" 4.6 4.6 4.6 - - - 8 55 8 70 60° 9 9 9 4 3.6 8 6 8 8 78 8 8 8.6 3 - 4.6 8 6 8 98 6.5 5.5 7 ' - - 3.5 8 -6 6 120° 6.5 5 5.5 - 3 8 8 8 143° 4.5 4.5 4.5 - - 5.5 6.5 6 80 60° 9 9 9 3.5 3 6 6 6 8 78 ' 7 7 7.5 - - 4 6 8 8 96 6 5.5 5 - - 3 .6 6 6 120" 4.6 4.6 6 - - 8 8 8 134" 4 4 4.5 - - 5.8 5 8 100 80° 7.5 7.6 8 - 4 0 8 6 78 5.5 5.5 6 - - 3 6 6 8 96 4.5 45 6 - 6 6 6 120° 35 3.5 4 - - 5 45 6 195 60° 3.5 3.5 4 5 4.5 5 66° 3.5 3 3.5 ` - . 4.5 ' 4 5.6 YIPING WANG. P.E FLORIDA REGISTRATION PC 955883 C.A.N. 28877 SEP 27'2010 0 a z 2 64 N a) co t as CO RCVS eXa 0x41= No. AD10 - -30 40F 10 4 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (BEE SCHEDULE) 1/4' 02093/4° S.S. BOLTS W/ NUT & WASHER ©9° O.C. OR 914 x 3/4° S.M.S. @ 9° O.C. 1° Min. 91423 °3.0. S.M.S. IN/7/16°0x 7/8° LONG NYLON BUSHING 141 (Typ. TOP & BOTTOM) EXISTING GLASS. - 0• H morn ko 1114x2°SS. S.M.S. (Typ. TOP & BOTTOM) -- OPTIONAL BUSHING TOP/BOTTOM) 1° Min. ✓ 1/4" 0- 20x3/4° S.S. BOLTS W/ NUT & WASHER @ 9° O.C. OR 914 X 3/4° S.M.S. @ 9° O.C. CONCRETE ANCHORS (SEE POURED CONCRETE SCHEDULE) OR CONCRETE BLOCK WALLREQUIREO BUILD -OUT INSTALLATION SECTION C POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MAXIMUM DESIGN PRESSURE RATING °Pci" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In) SCHEDULE. + MAXIMUM DESIGN LOAD. ° � ��� SHUTTER - SPAN � SECTIONCTOPBOTTOM SECTION CI SOT TOM SUBSTRATE CONCRETE SUBSTRATE BLOCK SUBSTRATE CONCRETE SUBSTRATE BLOCK aiB;HOR A TYPE ANCHOR TYPES ANCFOR TYPED ANCHOx TYPBA1 *6683* fYPEBI ANCHNt TYPECI ANCHOR TYPE * PNCHOR TYPE S AMt C TYPED *3 CiA Al TYPE ANCHOR 118681 ANCHOR TYPECI 60 66" 8 6 6' 6 5.5 0 6 6 6 6 6 6 76° 6 6 8 8 4.8 6 6 6 8 5.5 4.6 6 08" 8 6 8 4 3.8 8 8 6 6 4.5 4 6 126" 8 6 6 3 5 6 8 6 3.5 3 5.5 144 " 6' 6 6 4 6 8 6 4.5 164° 6 6 8 4 8 6 8 4 65 66" 6 6 6 6 5 6 6 6 8 6 5.5 8 78 6 8 8 4.5 4 6 8 6 4.5 6 86 6 6 6 . 3.5 3 5.5 8 6 6 4 3.5 6 120" 8 8 6 3 4.5 6 6 6 3 - 6 146" 6 6 6 - 3.5 6 6 6 - - 4 70 80" 6 6 6 5.5 5 8.5 6 8 6 6 5.5 8 78 6 8 5 4 3.5 6.8 8 6 8 4.5 4 6 ' S8 .6 8 6- 3.6 3 5.5 6 0 8 3.5 3 6 120" 8 6 6 ' • 4 6 6 8 3 4.5 143° 6 8 8 3.6 . 6 6 6 - 4 80 60° 8 8 6 4.6 4 7.6 6 6 6 6 4.5 8 6 78 6 6 8 3.5 3 6.6 8 8 6 4 3.5 88 6 6 8 3 4.5 6 6 6 3 3 6 120" 6 5 6 3.5 8 6 6 4 194" 8 5.5 6 3 - 6. 8 8 " 3.6 100 60" - 6 6 3.5 3.5 6 6 8 6 4- 3.6 6 78 8 6- 3 4.6 6 6 6 3 - 8 96 6 6 3.5 8 6 8 4 120" 5 5 6.5 • 3 8 5.5 8 " - 3 195 60° 6 6 5.5 3 5 5.5 8 _ 3 86" 4.6 4.6 6 5 5 5.5 3 OPTIONAL i BUSHING TORBOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) 1" MIn.1 514 x 3/4" S.M.S. @ 12" O.C. 1/4° 0- 20x3/4° S.S. BOLTS W/ NUT & WASHER @ 9° O.C. OR 914 x 3/4° S.M.S. 9° 0.C. BUILD -OUT INSTALLATION SECTION C1 YIPING WANG. P.E. FLORIDA REGISTRATION PE 055983 CAN. 28877 /7" P 272011 SE 9 a: m a g BATE oAMMIO N0. AD10 -30 6 OF 10 1. 7/ ANCHORS AT TUBE END • SEE CHART BELOW SEE SCHEDULE /-- FOR Min. SEPARATION TO GLASS 'J ED 1 1/2° MI 1" Min. 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9° O.C. OR #14x3/4 "S.M.S. @9"O.C. ALUM. TUBES SEE CHART ON RIGHT #14 SELF DRILUNO SCREW@ 6° O.C. TYP. OPTIONAL BUSHING TOP /BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ALUM. TUBE SIZE OPEN'G WIDTH MAX. HEIGHT DESIGN LOAD (PSFI ANCHOR TYPE A ANCHOR it'PE•C' 252'k1/8" 42° 88" 85 65 2'xY'x1/8" 60" 88° 65 65 2"x4"X1/8° 78" 88° 57.3 62 78" 84" 80 65 78° 77° 65 65 MAX DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPE USED SEE CHART ABOVE P__/ 0111111211111111 4 A OP FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK (cm'= >1500 PSI USE (2) - 318° KWIK- BOLT 2 1/2" MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING NOTCHED OPTIONAL POSITION BUILD -OUT INSTALLATION SECTION M MAXIMUM DESIGN PRESSURE RATING °Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + ALUM. TUBE OR ANGLE MAX. WIDTH SHUTTER OPEN'G WIDTH FrAIMAIAIWAINTA7 A' SECTION M BOTTOM MAXIWUM SHUTTER SUBSTRATE CONCRETE DESIGN LOAD SPAN ANCHOR SPACING ( N.) °Pe°(PSF) (NM) ANCHOR TYPEA ANCHOR TYPS0 60" 6.5 0 65 72" 7 7.6 84" 6 6.5 88" 5.5 6 ALUM. TUBE OR ANGLE MAX. WIDTH SHUTTER OPEN'G WIDTH FrAIMAIAIWAINTA7 A' I`� ►m r / / / / /.AreAM 4. ALUM TUBE OR ANGLE TOP / BOTTOM (OPTIONAL) YIPING WANG, P.E FLORIDA REGISTRATION PE 055983 CAN. 286/7 SEA P $ 2010 0 o� a: BASE PROTECT DRAW= NO. AD10 -30 8 OF 10 CONCRETEANOHORB @1CO.C. POUREOCCOVRETS 1raMama mus savers 0) SEC ION R 60w10:Off.r or® M MOTaa aTAmmammus (SEE NOTES) L_Oy6VOP7A041.SLOf/® A15 8MINDL A7& Tf 0nDPAO Of Q (SEE NOTES) SECTION E SGOE:BB•.P OPENOPOOMOSLOONO Afd � \✓J NO Of OPEVOPRONALOOTTED HMO TOR HAM= Afd =MN SECTION DI (& MULTIPLE SHUTTERS) As rs. /05. MUSINISITME 0mx3f•B8. OAS &0RWr0 OP.POPFlNETSO 1r 0.3.3114 AsrXAW ALUMNMS NOM: SEOROE81MIONCANEE0 SES!W TOSNO NIVRSTAUAUOAM or© (SEE NOTES) OPIZVOVOILOOLOTTE0 ATAM H 01•s.mA ONSAay. ANNE DIP* WBB it C. OR VIM AOm. PCP RNRTB N.0.e.OT0.) •ars Mr 0mt AOm MOO > SECTION El or J1 (SEE NOTES) OPEMCIPTLVIMSLOMD HOLE A1® P Er861&O• -r A TWNAy or O )SEE NOTES) OPENOPMMVLSLOTTZO l O AM =MAN ONE SIDED SECTION : END CONNECTION DETAIL BO.AlL': .Y AaAiaar TO asQ0VSOW 311% CMOsrs01? CAP AT no TON MT= Also rummer B CLO48DAr.05=MB 550.80 ALLOT) POSIT= MUM CO/CMS MUMS COICRBIEANCHORS ®1M0.0 MO MSS 3a0. Wi3H80 AIWS POP PoYBT ®1TO S. 101. 03112. OR t uls t Nr0R 1 or. TORrsrmlrsr0RTO r OR TSrsa6PA1 t111550500 MOE OWIOREIO tr0.0. 301080 COMM TE Roola@D N07ES FOR LOCKINOOF& ® 1•PUSN BOTTOM LOCK @WAV SE USED FOR INSTALLATIONS SECURED FROM THE OIITBIOE OR INEME tf BI)TICR. WHEN INBrALUNOQFROM THE OUTRIDE. A718.1id HOLE SHALL BE DRILLED AT QAND (Z)MUST BE RIVETED FROM TIM DAM OFO TO THE FRONT BO 5)3118•B ALUM FOP RIVETS. A 33/l88,�• HOLE MUST THEN BE DRILLED AT ® TO ALLOWFOR(tIJ'8 PW TOPASS THRU. WHEN INSFALLNO QFROM THE INSIDE, ®MST BE RIVETED TS)) V77SOII81) ALUM. POP RNET8.A 3B'6HOIE THEN BE ORRLEDTHRU ()DASD ® TOALLOW FOR OS PIN TO PASSIM). 2.5/18°If.L0C IC CO MAYBE USEDALTERNATMELYTO QLOCK FOR INSTALLATIONS SECURED PROM THE OUTBIOE oR Sd8Effi OF SHUTTER IN_THIS CASE, A 811810 HOLE SHALL BE DRILLED THRU AND ®. HOLE DRILLED TO R® 1 SHALL RE TAPPED TO ACC61118 THREADS PER NCN VACIBI+IF. SCREW. Asoa.19• ALUMIMMUBLI (631I8'0AbmPOP R ETO Of /1Qa.W' BUOMW 05031.8.8. B.AL8.DR3Rr0 Alma. POP AWNS* IMO. C. 011.0 SECTION E2 P0r0O Cam APoat .5E 110 CIC4 COICpDTDAMOOFB i 155855050 MAIMS rars.1aSY mass's= 1582555EO) ISOMETRIC (CORNER POST) (Fyp. AT TOP A ROTrOM SLABS) CONCRETBANOROR= Orao. POURED MOOTS RECUMED ALTERNATE CLOSURE DETAIL W /0 NYLON CAP DETAIL VIPING WANG. P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28077 ,R/-7-11? SEP 2 7 2010 gsg comarge qgN ° N N DATE 0D91IN 3HU191R' Sap MOM SO. AD10 -30 7 OF 10 .I O �OOR© ©OR ©.OR ©+ EU OR D1 0R D® TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION TYPICAL SHUTTER PLAN XT, TMRX SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS 9ENERAL LIMITATIONS AND CONDISTIONS OF USE FOR 9 OR 01 BLADE ACCORDIAN SHUTTER SYSIEM WORKING IN UNISON WITH 0' BLADES. MAXIMUM 811011 rf j SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND 01' WORKING IN UNISON WITH G AND 01 AREAS PER SCHEDULES ON SHEET 3.4.5 & 9. 2. MAXIMUM PERFORATION AREA AT 0', 01' IS# 2826° x 8.28° AND MUST BE LOCATED WITHIN THE CENTRAL 60% OF THE BLADE SPAN. PERFORATED BLADES 0, 01 MUST BE SOLID AT THE TOP AND BOTTOM 25% OF BLADES SPAN. 3. PERFORATED BLADES G. G1' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES H, H1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES G, 01 AT EITHER SDE OF EACH CCNTERMATE. 5. STARTERS AND CENTERMATES MUST BEALWAYS SO0D. 6. STARTERS CONNECTION TO EXISTING BUILDING OR TO END/CORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7. SECTION S -S THRU G MALE/FEMALE BLADE 2616° 00000000 1 •000c0• 000.00.0 000 000 �0 000 O 0000 0 00000000 00000000 0 0000000 0 000000000 00000000 000000000 00000000 00000000 0 00000000 000000000 00000000 000000000 00000000 000000000 00000000 TYPICAL G' PERFORATED BLADE ELEVATION YIPINC WANG. P.E. FLORIDA REGISTRATION PE 133983 CAN. 28677 SEE) 12400.. 11('1..1.1 :V DAM SCALE MON PRINECT xa AD10 -30 6 OF 10 V. �" Ep �� I 4 I 111 ag SI ii3 I 11 iti. . d 'C _ I I. l r.l _ I 1 yi' a 1 b + �tY ra t 3 ° tidI I � . fC c ro youroapp MA Ill all to I 000 Or eit011itiii relre r r ©OR ©.OR ©+ EU OR D1 0R D® TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION TYPICAL SHUTTER PLAN XT, TMRX SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS 9ENERAL LIMITATIONS AND CONDISTIONS OF USE FOR 9 OR 01 BLADE ACCORDIAN SHUTTER SYSIEM WORKING IN UNISON WITH 0' BLADES. MAXIMUM 811011 rf j SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND 01' WORKING IN UNISON WITH G AND 01 AREAS PER SCHEDULES ON SHEET 3.4.5 & 9. 2. MAXIMUM PERFORATION AREA AT 0', 01' IS# 2826° x 8.28° AND MUST BE LOCATED WITHIN THE CENTRAL 60% OF THE BLADE SPAN. PERFORATED BLADES 0, 01 MUST BE SOLID AT THE TOP AND BOTTOM 25% OF BLADES SPAN. 3. PERFORATED BLADES G. G1' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES H, H1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES G, 01 AT EITHER SDE OF EACH CCNTERMATE. 5. STARTERS AND CENTERMATES MUST BEALWAYS SO0D. 6. STARTERS CONNECTION TO EXISTING BUILDING OR TO END/CORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7. SECTION S -S THRU G MALE/FEMALE BLADE 2616° 00000000 1 •000c0• 000.00.0 000 000 �0 000 O 0000 0 00000000 00000000 0 0000000 0 000000000 00000000 000000000 00000000 00000000 0 00000000 000000000 00000000 000000000 00000000 000000000 00000000 TYPICAL G' PERFORATED BLADE ELEVATION YIPINC WANG. P.E. FLORIDA REGISTRATION PE 133983 CAN. 28677 SEE) 12400.. 11('1..1.1 :V DAM SCALE MON PRINECT xa AD10 -30 6 OF 10 1i4" OT0W TAPCON ea 312° 0.0. TYR. W 13/4"MIK EMBEDMENT BEYOND ANY SLAB FINISH VI l�VII 81-, 11t , 1 \L.VV Vt \L IV'1111 xV 1 V1\ I 18J TIN I V. VLILII"IV INSTALLATIONS W/ B', C, D' TRACKS & BLADES G2, G2A 114" 0ITW TAPCON 1 1 /4" EMBEDMENT ®la. O.C. POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE 8148 3°S.8. 0.618:9970818 7B° TANG NYLON BUSHING (Typ. TOP) EXISTING- GLASS. 814x2"8.8. 8.M.8. (Typ. TOP & BOTTOM), 814x3/4"8.8.. 0.5.8.04 4 1/2` 0.C. V4" 0DWWOOD et 412" 0.0.281 314-FAN. EMBEDMENT BEYOND ANY SLAB FNBH EDGE OF 8IA0 IF APPLICABLE • POUREDCONCRETE REWIRED CEILING & FLOOR • MOUNTING INSTALLATION SECTION F ----- POURED CONCRETE REQUIRED /- EXISTING GLASS `--• 1/4°01TW TAPCON 1 VC EMBEDMENT 041B0.C: -318°0 HOLE FOR LOCKING MAT STACKING TI (LOCATION VARIES) 2.063° S28" .85? .787• 4.083" HEAVY DUTY CEILING HEADER 0 HEAVY DUTY ADJUSTABLE SILL ADAPTOR 0.173" (898ROTE8) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE ATI 0(254 N SECTION 0-0 HEAVY DUTY SILL MALE/FEMALE SOLID BLADE COMPONENTS MALE/MALE SOLID BLADE 81483108.M. DORMS ALUM. POP RIVET®140. C. rxt"ORIND OR1112" x112" OR 112"x2OR2"x2"0R2"x 3"OR 2"x 4" OR 2" x8' x 688" Min. TRICK Axon. ANGLE 318121IWLE TOR LOCKER) PIN AT STACKING POSITION (LOCATION VARIES) 1 111 NIP i ! III rild 11 TYPICAL ELEVATION WITH G2 AND G2A SOLID BLADE HEAVY DUTY SYSTEM DESIGN LOAD: MAX Pd = + 120.0 psf - 138.7 psf •• 6 2 0 3 WING WANG. P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28877 SEP 2 7 4010 BATE MUM la AD10 -30 9 OF 10 Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE # 14 x 3" S.S. S.M.S. W/ 7/18" 0 x 7/8° LONG NYLON BUSHING (Typ. TOP & BOTTOM) —Trill 0... 1 I WOOD HEADE EXISTING REQUIRED GLASS- SEE SCHEDULE OR Min. SEPARATION TO GLASS EXISTING GLASS. 614 x2" S.S. S.M.S. (Typ TOP & El TTOM) lJ "'Ll ALTERNATIVE 1 2"x 4° WOOD PLATE a REQUIRED. OPTIONAL BUSHING (TOP/B01TOM) 114" LAG SCREWS @ 6° O.C. W/ 1 1/2° Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 181 0 0.lr. VV/ 1 Ire MM. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1" Mtn. '"1/4" 0- 20x3/4" S.S. BOLTS / W / NUT & WASHER ( 9 "0. 614x3"S.S.SMS, W/ 7/16° 0 x 7/8° LONG NYLON BUSHING (Typ. TOP & BOTTOM) WOOD HEADER EXISTING ' REQUIRED GLASS. SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 3 EXISTING GLASS. WOOD STUD @ 24 O.C. MAX. REQUIRED. ALTERNATIVE 2 1/4° 0 LAG SCREWS @ 6° O.C. W/ 1 12" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1/4" 0.20x3/4" S.S. BOLTS W/ NUT & WASHER ,'•e 9" O.C. EXISTI 1" GLASS. Min. 0 14 x 3" S.S. S.M.S. W/ 7/16"° 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) 014 x 2" S.S. .M.S. (Typ. TOP & BOTTOM) 2°x 4° 0 1 I 111 WOOD PLATE REQUIRED. 11 1 OPA\A\ 1 EXISTING 'GLASS.— WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS #14x2°S.S. S.M.S. (Typ. TOP & BOTTOM) 2 x 4" WOOD PLATE REQUIRED. ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE: 1/4%1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1" Min. 1/4" 0 SELF DRILLING SCREW (GRADE 5) @ 6° O.C. EQ EQ WOOD TRUSSES OR RAFTER @ 24° 0.0. REQUIRED 1 "x 4" x 1/8" (Min.) 6063 -T6 Alum. TUBE W/ (3) 6/16° 0x4" LONG °ELCO" ULTRACON TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDIMDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 21/2" Mln. THREADED PENETRATION. #14x3 "8.8.SMS. W/ 7/16° 0 x 7/8" SEE SCHEDULE FOR LONG NYLON BUSHING _ :: l • N (Typ. TOP & BOTTOM) EXISTING GLASS. — S FOR OPTIONAL BUSHING EXISTI (TOP/BOTTOM) GLASS. TO GLASS ALTERNATIVE 1 ESCHEDULE FOR Min. #14x2°S.S. S.M.S. (Typ. TOP & BOTTOM) 1/4" 0.20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9° O.C. OR #14x3/4" S.M.S.@9"0.C. 1/4" LAG SCREWS @ 8° O.C. W/ 1 1/2° MN. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 4 SEE SCHEDULE F R R Min. SEPARA TO GLASS #14x2"S.S. S.M.S. N • OPTIONAL BUSHING 014 x 3/4" S.S. S.M.S. @ 12° O.C. - Mi n. 1/4" LAG SCREWS @ 6" O.C. W/ 1 112" M. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE: 1/4"..1° NOTE: WALL/FLOOR/CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4° 0- 20x3/4" S.S.EOLTS W/ NUT & WASHER @ 9° O.C. OR 014 x 3/4" S.M.S. @ 9° O.C. 0 OPTIONAL 1/4° 0 LAG SCREWS BUSHING @ 6° O.C. W/1 1/2" Min. (TOP/BOTTOM) THREADED PENETRATON TO EXISTING WOOD DECK. #14x3/4" S.M.S. @ 2° x 6° WOOD DECK 12° O.C. REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 2° x B" WOOD DECK REQUIRED (010 FINISH ALLOWED) NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL, TO 76 p.a.f. AND 9'-0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, WI SPECIFIC DENSITY OF 0.65 OR EQUAL 1/4" LAG SCREWS @ 8° 0.C. W/ 1 12° Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 6 PIPING WANG, P.E FLORIDA REGISTRATION PE #55983 CAN. 28677 SEP 2 7 2010 U OATS DRAIN noarno N2 AD10 -30 10 OP 10 a 041 10! Lg1L 11:01 ,bbbbbtbil April 16, 2012 Mr.HenryRevilla Florida Storm Panel Inc 14475 NW 26 Avenue Opalocka, FL 33054 FLORIDA STORM PANELS Department or PAGE 01!01 Permitting, Environment, and Regulatory Affairs Board and Code Administration Division Product Control Section 11805 S.W. 26 Street - Room 208 Miami, Florida 33175 -2474 T (766) 315-2590 F ((86) 315-2599 miamldade.govlbuilding Re: NOA Updates for the 2010 Florida Building Code Dear Mr.Revilla: We are in receipt of the following applications for the update mentioned above: File Number Description Current NOA 12- 0330.15 0.035" (min.) Galy. Steel Storm Panels Shutter 09- 0114.03 12- 0410.01 22 Gauge Galvanized Steel Storm Panel Shutter 07- 0817.03 All of your files are assigned for Technical Review. Should our office be of further assistance, please do not hesitate to contact our office at (786) 315 -2591 Yours very truly, Product Control Section us Gutierr� -- Oice Support Specialist 2 Eno!: De (ivering Evet(e nce Every 'Day CADocu girds and settingsijesuso451My Docament Stus lcner.doc Internet mail address: bidgdentAniiamidade.Qov Age ___A.... ..• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa- Locka, Florida 33054 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 www.nriamidade.aov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 I 0 2007 Page 1 4, Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07 -0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 4.-TO K ke S5.5T1D- 1 �I rn'' M4X 0 STUDDED ANGLE 0 STORM PANEL 0.950• I1n 0125' M1 I- TYP. I 100' MIN. 52100. MAX. BJIL- mOUTeCLOeURE ANGLE GENERAL NOTES: I. 74415 SHUTTER SYSI9.11 HAS BEEN DESIGNED AND TESTED AS A LARGE M155ILE IMPACT PROTECTIVE ST5TEM M ACCORDANCE 541741 140 FLORIDA BUILDING CODE 2001 AND PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT, T45 202 r'GR UNIFORM 514110 AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LO4DNG 2 NC 3335 NCREA5E N ALLOWABLE STRESS HAS 000EN USED IN THE DE1205. OF 1E ANCHOR SPACING TABLES. 3 POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE 2.°w-D WITH THESE DR4WNY,8 SHALL BE DETERMINED BT OTTERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE W:TH 4412424 GOVFRNNG CODE U2-FJ9 ASCE 1 -95 I5 USED TO CALCULATE PRESSURES FOR USE WITH THI5 PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Ken029 15 ALLOWED. 4. TI-E 5 -LTTER 5Y5TE91 DETAILED HETg9 15 GENERIC AND DOES NOT PKOViCE INFORMATION FORA SPECIFIC SITE. IF ST_ CONDITIONS DEVIATE FROM T4L4 CONDITIONS DETAILED HEREIN.'A L of -NicED ENGINEER OR REGISTERED ARCWTECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED N CONJUNCTION WITH NIS DOCUMENT. 5. PERMT ,OLDER 5H4L- VERIFY 5445 A05404CY OF THE EX STING STRUCTURE TO WITHSTAND ADDIS-IONA_ 1150E_0 .0.4D9 6. STOW PANELS 5H44. BE 7241 STEEL (GALVANIZED THICKNESS 4.10501112)004<104112010 and 45751 4653. STRUCTURAL =ALIT 5, GRADE 90. G90 GALV. COATING WITH A MN Fy.92.0 591. AL.. 54 )ON5 5444LL BE 6063.15 4.1121124.121 ALLOY. UNO. 1. PANELS 51-IALL 54 PER4'IANENP -Y LABELED WITH A MN T IM OF ONE MARKNG PER PANEL AS FOLLOWS, FLORIDA STORM P49EL5, NC. 0)14.2.00<8,950508 MIAM' -DACE COUNTY (1*00, CONTROL APPROVED. B. STORM PAKe..5 1.14V5 BEEN DESIGNED AND 7E51E0 TO THE MAX742-1 SPANS N-f: LOADS 54;05414 ON 12-5599 DRAWINGS. REFERENCE CONSTRUCTION 1E5TNG 0051 R4110N (059, OF (14411 FL. TEST fEPORT No. 02 -04'. 10. 105 4 BOTTOPI DETAILS 9•10WN T14Y BE INTERCHANGED AS =GELD CONDITIONS DIC'AT5. ■4■E1.4 MAT BE MOUNTED HORIZONTALLY 23-ERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING •H• OR V HEADERS It ALL BOLTS I WASHERS 5241-1_ BE INC CO4'ED. G.8.VANIZED OR 5TANLE55 STEEL WITH 4 MNP°,M TENSE E 57812 -NG714 OF 60 C54 ■ 1841 TY• (l . 00516• GAL,/ STEEL. BADE 501 x2.000'1 0 11' E4DER (0 HEADER C = =7-- -- Lew MN. 5000' MAX .� f e g6i L9`v� I 0.085 "'- -0]50' 0265• 11J -PAN CLOSURE (7) W WAe,AC -RED 2MV.0 9 Y1Ili 0015' -- , I1 006 3 !1.. k060 4- To 4' TRACK 2061.i 0.063' 1 r .935' I.00' ova?: 14 801 _OM 'H• TRACK '4 -20 56. 51DE3IALK OR I'IACH NE 5OLT 1 Wt3.10(00 WNCP fr e 24• 00. TIP. 15 0A GAL, STEEL BENT PLATE (00410' 4' 6)1.14.24) OR 1...2•429. 50$3 -T6 ALUM ANGLE 4 MAX. EX44TNG u2NOM „,-ANGLE MAT v4C' 0.91' 71!j ran,. .^- 33'19' MAX. - 0..99' - '!II'--- F`FL"'219,. 03 -5' 03-70 L I 0.189'^71! -- •I ',,,.. 1. f f T .I020M Z I @ P 0320.-1_1j 1.00 g _r r-r 0.650 /\ BUILD -041 'F• TRACK 80158' *9301' 1000 t • 0075• (12111 'CE`-40LE 54451 -ER SO oat. WES- II T OPTION ERmsrcv wins 4@58 acuo s•GWK -541 344a -i _E "93' LSLO . T`p. •F TRACK O R END CAP nrlc4. 0 I Il 1.931' ■ i� T 0.125' • 00513-.-1- 0063'1 063 T. . 0060-- 1 0:25' 10093' -.� -- I I 003• - 1 1. I 0.091 - 5.313' 6-- TRADK 584X' \_./ CORNER CLOSURE DETAIL OVERLAP W4L- BEYOND WINDOW DISTANCE GREATER 14.414 OR EO1AL 10 I5 TIMES BUILD.Gt1 D•ST2NCE 12001 530 SECT. 2413131 X025AX ' /\(-) '� : M EXIST L-ONC, HOLLOW BLOCK OR WOOD FIZATING. • A LM• ANGLE Q OR 1.1144 CLOSURE PIECE (91 (5EE DETAILS AEDV-1 LEG DIRECTION RAM BE 55448550 FASTENER 0 TA• DE5814 LOAD" LEES THAN ON 4044L TO 81p0 IEEE ANCHOR 50 40DUtE FOR ANY ACCEPTABLE 450052 FOR f - DESIGN , 0805 GREATER THAN 5lpcf, USE ALUM ANGLE O10SUPE PIECE ONLY WITH ANCH0515 010. ac J BUILD -OJT '10.57 CLOSURE DETAIL �JNT5. ;0•0' BOTTOI'1 'l:' Ta4IX. E,.151ING CONCNFTE,..O -L025 :4.000 CR W000 FRAMING . \_ IWLL MOUNT CLOSURE DETAIL V N.T.S. :cep o � 40, 101.1.10., rpm BE 49 ewap,-\ CiiWB _-a omen moo tem. rnpe AS RECD JJ O TYPICAL MOUNT ELEVATION Tor Mown 500. 156E 4a war,- A1..11. 045LE C¢} OR 1 -PAN CL094 * 039' PEKE (�) (SEE DETAILS, ABOVE: Y ._.y LEG 02550 104 MAY BE RSVERS�, / 0500 /1---- OVERLAP P .. MNP2M /- pPTI014_ 44 -20 511x01 BOLTS NTf1 .14.4@800 4-NCd4415 PA5TENW • Ov5FLAPS a 5104PAN (U56 APP - IOPRIATE SPAN TABLE) PLAN Mal V LAer PANEL TYP•AL same NHL oSST>-, x446 a MAX GAP Paffi- 4968 roes-amens eartal AS FEw1 { 1 il ussi:NotNiV -7,2 Paw. SEWN tom: ttPE Op yy fic. -P1 r70.NT cow J / TSR. 64p, o+2K4P' 75646142.051 L OPT1GN4L 1420(Mai EOM 5514 1451l55ED WN6NW15 PAS -GEO 0 0vERLAPS 4 M1O5P4N M1IEE 4P6FOP5:4TE SPAN TABLE: r& TYP104L MOAN' ELEVATION 4�gRyCKAAN�D OBSTRUCTION 414. 1fAJ 'itb.: Q%.a17W -a;,. 7.09/ a3 70 Zol3 F48TE1NER a 5. OC. FOR DESIGN LOADS 055 14.1AN OR ECUAL -0 5190( 150E 4NQ1OR 90■. -.pWL5 FOR ANY ACCE1'TABLE 49054045 `OR DESIGN LOADS GREATER 14LN 0ipsr 550 ALUM 4R4LE CLOSURE EMBED PIECE ONLY 2)144 -.SCUMS 010. 0G. •F` TNT9. "N: CLOSURE DETAIL 4A-CUNT Applm'ed as complying with the Florida Date . • -1 NOM MOM tlol JA SPANK L 80584•00. PE. '500044549 REVISIONS SdESCRIPLIQNI.. Ann Scam ss•PI FITS 41,-Er- 3' . I' RAWIN BY. CL . t../..CD pT: FLIES s.sT. 1 V 2 CVO 02-8 K 02 -868-: ... SHEET: 1 cx 4 0• EMBED 1 rrs GONVECTIIV -YID REl.EREN1E .2.121X7412 BLHED.ILE T3 FOR MAX. 3 401215 SHORT LEG MAY SE REVERSED TOWARDS THE OPENNG 0502' EG -L% . 1 rOn' 1TM REFERENCE 0N0HOR 800072.E T3 C.R AJG 9P409NG EMBED 91115714E CONCI¢I e. H0L_Ow 01.099 OR WOOD 905.080. SEE ANCHOR SCALED. BASED OV TTFE OR 811RIG1UFE. Oi..COM5611P91 ?TEE REFERENCE ANCHOR SCHEDULE .5 FOR MAx. SPACING 0800' 0750' Wei '2 TEK 809211 OR .20 MACHP'E SCREW 2 NUT F'6' OG'. TYP ALL 571. 00N2,E0TION$ 1810T018 1 GLAZING R20'D SEPARATION FROM GLASS 4.9.TABLE T77 90107 G CONCRETE HCLLOw BLOCK OR WOOD FRAMNG (BEE ANCHOR 801EDULE T3 710 aASED 57 ON T"PE (F STRUCTURE) OPTIONAL GUILDOUT L MOUNTING CONFIGURATIONS 24T HEADER OR SILL va -20 331' 55 TTPE MACHINE SCREW REFERENCE 480HOR Os' O.0 SCHEDULE T5 FOR rIAXIMoto, EXISTING coNcRETE. 1-IOLLOw 507409 OR SPAOING (, 01LP-OUT MOALT SECTION N78 CI CONNEC1894 ANCHORS TO 8E AT U9' CR 625' 00 2909, -I ENE_ AN51239 50HEDWLE T9 FOR MAX 5P40NG4 U58 REMOVABLE 22 580RS ONLY searawassith th® Note WOOD PR I NG. SEE Mang r ANCHOR So-ED. 54.12 . 2 T 0 TYr- GA 9rRHCl171RE /� W4L_ MOUNT SECTION at` 43 T9 L_ aim a, g■ :n Q Ww 70 025' EMBED MIMEO Ex19-WG CONCRETE. HOLLOW POCK OR WOOD 7RAMRNG. SEE ANCHOR BCHED. BREED ON TYPE OF STRICTURE. EDGE _1 �C D'8T. Ex1S1NG GLAZING REO'D SEPARATION PROM GLASS /REF. TABLE T2) ( : 0x.57021 / I '4 -20 x 6' S.S. MACHINE GONE SCREWS • 125' O.C. HOLING WOOD CI GOW'ECTIOV TY?g OR WOW - �. TR271NG.829 '1 1 T.CE ANCHOR 240162 5.0-ED. 80IEPIAE 23 FNR 94583 ON TYPE / MAx 8PACING OF SIMICT 05 J xrs /0TRACKIF...T T:OSNT SECTION \ / '1i- 20X'..'85 919008' 55C39w 31148022/ "12s' OG. Q 2/099000/ reps 39N00 4801409 301934.5 T3 FOR 114. SPACING E%ISTWG 003309222.0011,0251.007 100 WOOD 3RAMNG. SEE ANCHOR 60+ED. BASED 08 T-PE OF 55 .201WRE. C6 RE'2RB<0E AND-0R 80.-IEDULE T3 FOR '182. 8PAC4 9 MAXIMUM AL- OWABLE C15PAN SCHEDULE. Load N► (pst) No Stitch Bolts L19129(ft) Stitch Bolts AtNGdspan Lmrot (ft) 25 10' -r 10' -r 30 10 -5" 10 -5" 35 10 -0" 10 -0' 39 9 -9° 9' -9° 40 9' -8° 9' -8" 45 9' - 4" 9' - 5" 49 8' -11" 9' -3' 50 8' -10' 9 -2" 55 8' - 5° 8 - 11' 58 8 -2" 8 -10 60 8'- 1" 8- 9° 65 7 -9° 8' -3" 70 7 -8" 7 -8° 72 7. 4" 7 - 6° 75 7 -r 7 -2° 80 8' - 9' 6' - 9° 90 8'- 0' 8 - 0° 100 8 -4° 5 -4° 110 4'- 10° 4' -10" 120 4' -6° 4' -6" 130 4'- 1° 9- 1° 5PAN vCHEDUL.E NOTES: ENTER SPAN 5CHED31.5 W1 )4 NEGAT'VE DESIGN 0040 TO D1TERt'1NE MA3IMI71 ALLOWABLE 8TOR1 PANEL SPAN SCHEDULE 15 ACCEPTABLE FOR.1SE WITH POSITIVE 1.0.81.191.93914,1171 OR EQUAL TO NEGATIVE DESIGN LOADS 2. I TERP1L4TION 5011008 _OAPs IS ACCEPTABLE, 074ERWI522125E NEXT H1G++ER LOAD. 5815TO4 HOOD TR158E8 m 24. 00. MAK MINI'1UM SEPAATFON <- ,NNFROM GLASS SCHEDULE Positive Load Span Less Than: Separation (Inches) at < =30 Separation (inches) at >30' 6' - 0" 2.75" 1.22" 30 8'- 8" 2.75" 1.94" 10 - 5° 3.00" 3.00" 6' - 0" 2.75° 125" 35 8'- 8" 2.75" 2.10" 10 - 0" 3.00" 3.00° 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75° 2.26" 9' - 8° 3.00" 3.00° 6'- 0° 2.75" _ 1.32" 45 0 - 8" 2.75" 2.41' E' - 4" 2.92" 2.92" 6'- 0" 2.75" 1.38" 8' - 10" 2.75" 2.73° 8' - 0" 2.75" 1.43° 60 8'- 1" 2.75" 2.44" 70 8'- 0" 2.75" 1.51" 7 - 8" 2.75 2.24 TABLE 72 NOTES: 1 ENTER SPAN SCHEDULE WITH PO9TIVE DESIGN LOAD TO DETERMINE M1Ur421 ALLOWABLE STORYI SEPARATION FROM GLASS OR DOOR TO BE PROTECTED- SCHEDULE 18 REQUIRED FIR USE WITH P09'TIVE L0415 7 INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT 520I-E9 LOAD. 9x191-50 GL4ZF0 RE0'D SEPARATION FROM GLASS (REP. TABLE 02) a- 20xka.8.9.- MACHINE 1 WG U5' 00. LEG DIR. MAT BE REVERSED 025' r /Max C\ CEILING/FLOOR 7500 5ECT104 `bra 132 ".9.4 CONNECTION Tres REFERENCE ANCHOR 9940741.E T3 "08111417 9P40Ka 0x812 GLAZING 99905'O SEPARATION FROM GLASS -"- ,FMH, TABLE 72) EXTERIOR WALL 918184 STEEL TUBE TO SOTTO! '011$5 '9107239 CU 23) a'4' EMBED LAG SCREWS • 8A04 TR159 374. 00 714x1 4'x %r'x0ID4T8' MIN STEEL TUBE '2 "LEADER TO ROLLED STEEL TU55 110 EN1ER :.421 (49 DESCRIBED 4ESOVE) . MISSES 2 214 5255 TO PLATE 0 6. OC. BET5 973 TRUSSES (71433 5P4N7 1'1472 DESIGN LOAD - !60 per T°JS51204147 SECTION 0x118150 NcRET9 HOLLOE 5:0C< OR 0000 PN219,G. SEE ANCHOR 901110. 8A8=0 CN TYPE O: 80909({90. ALUM OR GAL,' STEEL SPACES AS 92ND. t...- 3Ia. (04711T'� IES; OR 42,211208$ -OBE A' 124' 628' OG. 2905951.08 'L r 7195749 SCHEDULE T3 •08 221.8pec2451 USE m" 1 REMOVABLE 0,0(0)95 114 -W '-9('91)715 GLAZING /-) OFFSET W/,1L MOUNT SE90A �J TS. Ex =.'9109 WALL -18134 °ROTR1085 PROM MOUNTING 5JRt4CE 20 PRANK L B REVISIONS 5GI3IPTION _1A CGif+'Ca.- f.Fwre wqs A _. 02-565 - Si-;E 2 OF 4 PENETRATION OR EMEED. EXISTINS CONCRETE. / HOLLOW BLOCK OR WOOD FR4MPG. SEE 4(10HOR SC-ED BASED CN TTPE OF STRICTURE ?4+'ECTICN Tr55 REFERENCE MO4012 SO+Enuts T4 FOR 114x. SPACING 0560• EXISTING GLAZING EX15TPG CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE NEDIOR SCUM. BASED PN TYPE CF STRUCTURE QPT!ONAL INTE ICFF MQJNT NSTALLATION pET4IL5 Ex15-PKv CONCRETE. HOL 1044 BLOCK 05 WOO FRPENG. SEE ANCHOR SCHED. BASED O14'TPE CF 5TRJCTUNB .- Cl CON1EQ1104 Tl FP 005F4ACE 43514)14 SCHEDULE (4 FOR MAX BPAriurt 1 ExIST140.0 d`1J i GLA2INGJ 4 U IN CM; WALLL MOUNT SECTION mYCe. NTA 0S00• CS_CaSEECJIOB TYPE REFERENCE ANCHOR S1*IEDJLE T6 FOR MAX SPACING. 1EXATPG CONCRETE HOLLOW BLOCK CR 400P FR.A ENG. 5EE ANCHOR SCHED. BASED O4 TYNE CF STRUCTURE. (D) I+'fR SILL MOUNT 655053 154CKY 0) 4NGLENT4 4,-N1 CEILPIG •FLOOR 1HOA4T SECTION TWY +M INN" 1114043..3.14 CT CO4NECTI(J. 50(•.E R'EPERENCE 4NC:4OR 50 -EDULE 14 FOR 1.14X SP4C G PENETRATION OR EMBED. EXISTING CONCRETE. HOLLOW BLOCK CR WOOD xRAMING SEE ANCHOR 5CHED BASED CPI TYPE CF STR4t5RI: C;LOONNECtU1 REFERENCE 04 R SCHEDULE 54 4200 FOR MAX SPACING 0500' 1^4)1 RECD CLAPS 5EP. DIST. EXISTING (SEE TABLE T2 GLAZING FOR MINIMUM/ EKI51PKa 56NCPETE. 1w �7 HOLLOW BLOCK OR WOOD =R41-IING. BEE ANC400 SOWED. BASED ON 554P OF STRUCTURE • I/ DIRECT WALL MO.Nt SECTION (p) .DIRECT DIFBCT CW.L M'RNT <RCr. OCTN_ u•N Nra. UHEADER. TRACK ISOMETRIC CLIP LOCKS END PANEL FLUSH AGAINST TOP 10410K (I) 1•4 ANGLE & END Ilk (2) 14 SINS TO TRACK TOP 1H•-TR4CK OR TOP L• - TRACK (FASTEN TO STRICTURE PER SECTIONS TO LEFT) OPT ANAL PLASTIC KNOB, TO EASE PANEL 5L',DING (1404- STRUCTWN*AL , 5EE DET41L TO LEFT) _ ®II HE4DER END CAP END W/ (213)4 5M5 TO TRACK OPTIONAL PLASTIC KNOB ADJACENT PANEL - .a,- 1 -EdGER TYP US' I TOP, PER r- COVERAGE - 1 j DEtAIL 0. I n •x030• PER'OP.ATI0.5 AT MIDSP4N FOR USE WI'H REMOVABLE HANDLE AND /OR PLASTIC KNOBS 411 OPTS 4: (3) IG• ELCO P41,EL1141E5 At BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT 10 LAST PANEL 2 BOTTOM UL (2) ELCO PANIELM4TE5 • (1) POUER5 CALK -N. ALTERNATIVELY. USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF _AST PANE_ TO FIT OVER INNERMOST ANCHORS, T50TTCM •f TRACK OR EO(TOT 6• --RACK (145'EN TO STRUCTURE PER DETAILS M, Y 30 TO LEFT) OSILL TRACK 15ONETRtC 5ORG" TRSCKNI4. Approved es complying rut the Flea ie C 03 _ 3 I >3 fft) \ 07.0817.0 1 _q LL PANEL MOUNTED FROM INSIDE 04 BLDG 7Y°ICA1 ADJACN�VER- AP PANEL �EAIYfeAitBG � IT- STP'M41) "'- T'CAL O I 6' MAX T`PICAL 2'42' •144 NOTCH IN LAST PANEL 43502.0 WTNGNI 12 DIRECT WALL MOUNT EXTERIOR ELEVATION MEP JINN.. P:. wig 42.1'4-20 SS. STITCH BOLTS UU WINGNUT5 EACH SIDE OF LAST PANEL. OPTIDN B: 12)'4' ELCO PANIELI'TATES AT BOTTOM OF ADJACENT PANELS -OPT. E?, 11)'1.20 POLER5 CALK -Pi, CLOSEST TO LAS - PANEL (NO NOTCH RECD) REVISO4S 47,171xrs dl E. Y. /(U501 1448-• • CL -RWSIP41. DIIXz •. 0. -865 -1 SHEET: 3 OF 4 I r- 4* i" ANC, -4OR SPACING SCN�'DUL= �r � HOLLOW CONC BLOCK 114" x 14/4° EMBED ELCO TAPCON Trap (lb) = 218.00 Vcap (lb). 398.00 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 18.0" 13.2" 9.7" 2.8" EDGE DISTANCE 15.8" 12.5° 10.5" 8.3" 6.0" 125" 6.25" 6.25° 6.25" 625° 15.5" 12.3" 10.4" 9.7' 9 7" 1. to x ANCHOR LOAD SPANS TO UP 5.50 CONN TYPE ft SPANS TO UP 8.67 CONN TYPE ft SPANS TO UP 10.87 CONN TYPE, ft m 16.0° ( C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x 1 -314° EMBED 39 12.5" 160" 16.0° 16.0" 125" 16.0' 16.0" 16.0" 125' 18.0" 11.9" 13.5" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3° 125" 16.0" 8.4" 10.7' INN 3320 PSI CONC) 58 12.5" 16.0" 18.0" 16.0" 12 5" 16.3 8.9" 11.1" 125" 16.0° 8.0" 103" Trap (06) = 48100 72 125" 16.0" 13.0" 14.3° 12.5° 16.0" 8.0" 103" 125' 16.0" 8.0" 103" Vcap (tb) = 475.00 130 125" 18.0° 8.0" 10.3" 125" 18.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10,3" 114°x718" EMBED 39 12.5" 16.0° 16.0" 16.0" 125" 16.0" 152' 15.0" 125" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 49 12.5" 16.0" 16.0" 16.0" 12.5" 18.0" 10.2° 11.8" 125" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5° 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 125" 16.0" 7.1" 9.2" Trap (IN= 428 72 12.5" 18.0" 11.5" 12.7" 12.5° 16.0" 7.1° 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (lb) = 429 130 12.5" 16.0" 7.1" 92" 12.5 16.0" 7.1" 9.2° 125' 16.0" 7.1" 92" 1/4" x 2" EMBED 39 12.5" 16.0" 16.0" 16.0° 125" 16.0" 13.3" 15.7" 12.5" 16.0" 92' 126° ELCO PANELMATE 49 12.5 16.0" 16.0" 16.0" 125" 18.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) $ 58 12.5" 16.0" 14.9" 16.0' 12.5" 16.0° 6.9" 10.4" 125" 16.3 6.2" 9.8" Tcap (m) = 37200 72 125" 16.0" 10.0" 13.3" 125° 16.0' 62' 9.6" 12.5" 160" 62' 9.6" Vcap (a1) = 5655.00 130 12.5" 16.0" 8.2" 9.6" 125" 16.0" 6.2" 9.8" 12.5" 16.3' 62' 9.6" HOLLOW CONC BLOCK 114" x 14/4° EMBED ELCO TAPCON Trap (lb) = 218.00 Vcap (lb). 398.00 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 18.0" 13.2" 9.7" 160° 12.7" 8.7" 5.9" 3.6" 15.8" 12.5° 10.5" 8.3" 6.0" 125" 6.25" 6.25° 6.25" 625° 15.5" 12.3" 10.4" 9.7' 9 7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5° 8.0" 6.0" 125" 6.25" 6.25" 625' 6.25" 12.6" 10.0" 9.7" 9.7" 9.7" 5.4' 3.6° 3.6" 3.6" 3.6" 7.9" 6.2" 6.0° 6.0" 6.0" 1/4"x7/8" EMBED 39 12.5" 16.0" 16,0" 16.0" 125" 16.0° 12.7" 10.3" 12.5" 16.0" 8.9" 8.3" ALL - POINTS SOLID -SET 49 12.5" 16.0" 16.0" 13.1" 12.5° 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5° 16.0" 6.6" 6.9" 12.5" 15.9° 5.9° 64" 7caP (m) = 358 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (lb). 249 130 12.5" 15.9" 5.9" 6.4" 125" 15.9' 5.9" 6.4" 12.5" 15.9" 5.9" 6.4° 1/4 "x1 -1/4 "EMBED 39 12.5" 16.0" 18.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2° ELCO PANELMATE 49 12.5" 16.0' 11.9" 9.7" 625" 11.6" 4.9" 6.0" 8.25" 9.4" 3.6" 4.9" * 58 12.5" 15.4" 8.2" 8.1" 625" 9.8" 3.8" 5.1" 6 25' 9.1" 3.4" 4.7" 7627 (lb) = 204.75 72 6.25" 124° 5.5" 6.5" 6.25 9.1" 3.4" 4.7° 6.25" 9.1" 3.4" 4.7° vcaP 0b) = 233.50 130 625" 9.1" 3.4" 4.7" 625" 9.1" 3.4° 4.7" 625" 9.1° 3.4" 4.T ANCHOR NOTES: I. 96466 MID LOADS 64466054986 ARE FOR DETERMINING ANCHOR SPACING ONLY 8_LOW4BLE STORM PANEL SPANS FOR SPECIFIC LOADS M.67 65 LIMITED TO TuOSE 611006 T MAX ALLOWABLE SF'4 4 5014021344E (145LE TI'). 2. EWER ANCHOR SCIEDJLE BASED ON 1140 Exi6'ING STRICTURE M4'ER14_ 1 ANCHOR TYPE. SELECT DESIGN LOAD GREATER 6144,N OR EOU41. TO NEGATIVE DESIGN LOAD ON 511JTTER AND 5E-ECT SPAN GREATER THAN OR E0J4L TO 5141:1-TER SPAN, 3. SELECT CONNECTION TYPE 04902 ON APPROPRIATE MOWING CONDITION (SEE (-MOUNTING DEIAILS ON SAEET9 2 1 3 FOR 'GEN15104. "ION OF CONNECTION 'TPE). A. 4606089 SMALL ETc INSTALLED IN ACCORDANCE 11T.. MANUFACTURERS' RECD 1•'ENDATION6 5. 1.6ERE EXISTING 5TRLOTERE 15 WOOD FRAMING. EXISTING CONDI-IONS MAY 05446.. FIELD VERIFY '0546 FASTENERS A2= INTO ALEOJ4 -0 WOOD FRAMING 6EM5ER6, NO- PLY( OOD. FASTENING 70 P ..1 WOOD IS 4000664544E ONLY FOR SIDE CL0534"c PIECES ANCHO = SFACiNG SCHEDULE rTj ONSIDE MOUNT PANELS, ,UAL.L MOUNT) 1/4" x 1 -1/4° EMBED ELCO TAPCON 39 45 55 2.8" EDGE DIST. 0.76" EDGE DISTANCE m w m ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE 114" x2" THREAD 39 125" 16.0" 180" 7.5' 12.5" 16.0° 12.8" 4.8" 12.5 160" 8.9" 3.9" ELCO TAPCON PENETR. LAG SCREW 49 125" 16.0" 16.0" 6.0" 12.5" 16.3 8.6" 3.8" 12.5" 16.0" 6.3' 3.1" 65 14.2" 58 12.5" 160" 14.4" 51" 125" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" '- 16.0" Trap 0) = 359.53 72 12.5" 16.0° 9 6" 4.1" 125" 16.0" 6.0" a 12.5" 16.0" 6.0" 16.0" 18.0° Vcap (lb). 62.97 130 125" 16.0" 6.0° 'k 125" 16.3 6.0" „ 12.5 16.0" 6.0" 16.0" 5.3" 814 x 1-1/2" THREAD 39 125° 18.0" 16.0" 7.7' 125" 18.0" 8.3" 4.8' 12.5' 13.5" 5.8" 3.9" o PENETR. W00E/ SCREW 49 125" 16.0" 13.6" 6.1" 12.5" 13.2° 5.6" 3.8" 6.25" 107" 41 3.1° Vcap (lb). 565.00 72 58 12.5" 16.0 as" 5.1" 6.25" 112" 4.3" 3.2" 625° 10.4" 3.9° 5 Trap(lb) =234.00 72 12.5" 142° 6.3° 4.1" 625 10,4" 3.9" 4625' 104 39° Vcap (Ib)= 98.74 130 6.25" 104 39" /a' ' 625" 10.4" 3.9" 6.25' 10.4" 3.9" 7/16" x 518° EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0° 8.3" 8.1" 125" 13.4° 5.7" 8.6" BRASS BUSHING 8 49 12.5" 16.0" 13.5" 10.3° 12.5" 13.1" 5.5" 6.4" 6.25' 10.6" 4.0" 5.2" 114 -20 SCREW x 58 125" 16.0" 9.2" 8.7" 625 11.1" 4.3" 5.4" 8.25" 10.3" 3.8" 5.0" Tcap (ID) = 231.50 72 12.5" 14,0" 6.2" 6.9" 62S 10.3" 3.8" 5.0" 825" 10.3" 3.8" 5.0" Vcap 0b) = 232.50 130 6.25" 10 3" 3.8" 5.0" 625" 10.3' 3.8" 5.0" 6.25" 10.3" 3.8' 5.0' ANCHOR NOTES: I. 96466 MID LOADS 64466054986 ARE FOR DETERMINING ANCHOR SPACING ONLY 8_LOW4BLE STORM PANEL SPANS FOR SPECIFIC LOADS M.67 65 LIMITED TO TuOSE 611006 T MAX ALLOWABLE SF'4 4 5014021344E (145LE TI'). 2. EWER ANCHOR SCIEDJLE BASED ON 1140 Exi6'ING STRICTURE M4'ER14_ 1 ANCHOR TYPE. SELECT DESIGN LOAD GREATER 6144,N OR EOU41. TO NEGATIVE DESIGN LOAD ON 511JTTER AND 5E-ECT SPAN GREATER THAN OR E0J4L TO 5141:1-TER SPAN, 3. SELECT CONNECTION TYPE 04902 ON APPROPRIATE MOWING CONDITION (SEE (-MOUNTING DEIAILS ON SAEET9 2 1 3 FOR 'GEN15104. "ION OF CONNECTION 'TPE). A. 4606089 SMALL ETc INSTALLED IN ACCORDANCE 11T.. MANUFACTURERS' RECD 1•'ENDATION6 5. 1.6ERE EXISTING 5TRLOTERE 15 WOOD FRAMING. EXISTING CONDI-IONS MAY 05446.. FIELD VERIFY '0546 FASTENERS A2= INTO ALEOJ4 -0 WOOD FRAMING 6EM5ER6, NO- PLY( OOD. FASTENING 70 P ..1 WOOD IS 4000664544E ONLY FOR SIDE CL0534"c PIECES ANCHO = SFACiNG SCHEDULE rTj ONSIDE MOUNT PANELS, ,UAL.L MOUNT) HOLLOW CONC BLOCK 1/4" x 1 -1/4° EMBED ELCO TAPCON 39 45 55 2.8" EDGE DIST. 16.0° 18.0" 16.0" m w m ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE SPANS UP TO 8.67 ft CONN TYPE C5 C6 C5 C6 CONCRETE 1/4" x 1 -314° EMBED 39 16.0" 16.0" 16.0" 16.0° ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" W6N 3320 PSI CDNO) 55 16.0" 16.0" 7.5" 16.0' Tcap 0b) = 483.00 65 14.2" 16.0° 6.0° 16.0" Vcap (lb) ° 475.00 72 11.0" 16.0" 6.0° 16.0° 1/4°x78° EMBED 39 16.0" 16.0" 14.8' 16.0" ALL-POINTS SOLID-SET 45 16.0° 16.0" 10.1" 16.3 LEAD SHIELD ANCHOR * 55 16.0" 18.0° 6.8" 16.0° Tcap (lb) = 428 65 12.8" 16.0" 5.3" 16.0° Vcap (lb) ° 429 72 9.8" 16.0" 5.3" 18,0° 114° x T EMBED 39 18.0" 16.0" ' 12.9" 16.0" E1.00 PANELMATE 45 18.0° 16.3 8.8" 16.0" WON 3350 PSI CONC) * 55 160" 16.0" 5.8" 16.0° Tcap (lb) = 372.00 65 11.0" 16.0° 4.6" 16.0° Vcap (lb). 565.00 72 8.5" 16.0" 4.6" 16.0" HOLLOW CONC BLOCK 1/4" x 1 -1/4° EMBED ELCO TAPCON 39 45 55 16.0" 16.0" 11.0" 16.0° 18.0" 16.0" 7.5" 5.2" 3.4" 15.5 13.4" 11.0" Tamp OW= 218.00 65 6.4" 14.6" ' 9.7" Vcap M. 398.00 72 5.0" 13,2" 9.7' 1/4'x78° EMBED 39 16.0" 16.0" 12.4" 16.0" ALL -POINTS SOLID-SET 45 16.0" 16.0" 8.5" 18.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap 0b) = 358 85 10.5" 16.0" 4.4" 15.9° Vcap (lb) = 249 72 8.2" 16.0" 4.4" 15.9' 1 /4 "x1- 114 "EMBED 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.8" * 55 10.3" 16.0" 3.2° 10.3° Trap (lb) = 204.75 65 6.0° 13.7" `: 9.1" Vcap (Ib) =233.50 72 4.7" 12.4" - / 9.1" ANCHOR SPACING SCI- 4EDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 2.0" E TANCE ANCHOR 0.75" EDGE DISTANCE SPANS UP TO 5.5011 CONN TYPE C7 C8 1/4° x 2" THREAD 39 16.0" 16.0" 12.4" 16.3 13.6" PENETR. LAG SCREW 95 16.0" 16.0° 8.5" 16.0" 8.4" (MIN 3320 P91 CONC) 55 16.0" 166" 5.6" 16.0° Tcap ((b) = 388.40 Tcap (lb) = 359.53 65 10.6" 16.0" 4.4" 16.0° 72 Vcap 0b) = 82.97 72 8.2" 16.0" 4.4" 16.0° 16.0" 814 x 1.1/2° THREAD 39 16.0" 16.0° 8.1" 16.0" ID PENETR. WOOD SCREW 45 16.0" 16.0" 5.5" 14.4" q 7.6" 55 11.8" 16.0" 3.6" 11.8" �5 Trap (lb) = 234.00 65 6.9" 15.7" ` 10.4° 1/4" x 2" EMBED Vcap (lb) = 98.74 72 5.3" 142' 7.4" 10.4° 45 7 /16"x5/8"EMBED 39 16.0" 16.0" 8.0° 16.0° 11.5" BRASS BUSHING 8 45 16.0" 16.0° 5.5" 14.2" 7.0" 1 /429 SCREW * 55 11.7" 16.0" 3.6° 11.7" 6.4" T ®p (Ib) = 231.50 65 6.8° 15.5" - 10.3" Vcap (lb) = 232.50 72 5.3" 14.0" -, 10.3° ANCHOR SPACING SCI- 4EDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 2.0" E TANCE HOLLOW CONC BLOCK ANCHOR LOAD (pat) SPANS UP TO 5.5011 CONN TYPE C7 C8 SPANS UP T$ 8.67ft CONN TYPE C7 C8 CONCRETE 114" x 1-3/4" EMBED 39 - 16.0" 15.3' 13.6" 9.7" ELCOTAPCON 45 16.0" 132° 11.8" 8.4" (MIN 3320 P91 CONC) 55 15.2" 10.8° 9.6" 6.9" Tcap ((b) = 388.40 65 12.9" 9.2" 8.5° 8.0" Vcap (lb) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4"x718" EMBED 39 16.0" 16.0' 15.2" 10.8" ALL-POINTS SOUD -SET 45 16.0" 14.7" 132" 9.3" LEAD SHIELD ANCHOR * 55 16.0' 120" 10.8' 7.6" Tcap (1b). 428 65 14.4" 10.2° 9.5" 6.7" Vcap (lb) = 429 72 13.0° 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6° 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 791 LONG) * 55 11.5" 82' 7.3" 5.2" Trap Ob) = 29790 85 9.7" 7.0" 6.4° 4.6" Vcap (lb) = 282.50 72 8.8" 6.3" 6.4" 4.8" HOLLOW CONC BLOCK 1/4" x 1.1/4" EMBED ELCO TAPCON Tcap (@) = 174.00 39 45 55 65 12.6" 10.9" 8.9" 7.5" 8.2" 7.1" 5.8" 49" 8.0" 5.9" 5.7" 5.0" 52" 4.5" 3.7" 3.3" Vcap (lb) = 318.00 72 6.8" 4.5° 5.0" 3.3" 114"x718" EMBED 39 18.0" 12.3" 104° 7.8" ALL - POINTS SOUD -SET 45 14.2" 10.7' 9.0° 6.8" LEAD SHIELD ANCHOR = 55 11.7" 8.7" 7,4" 5.5° Trap (lb) = 358 85 9.9" 7.4° 6.5" 4.9" Vcap (lb) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4"x 1 -1/4" EMBED 39 11.2" 8.0° 7.1" 5.1" ELCO PANELMATE 45 9.7" 6 9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 32' Vcap(b) =198.50 72 6.1" 4.3" 4.4" 3.2" 6. 66IERE LAG SCREWS FA57EN T7 NARROW FAGS OF 5TUD FRAMING. FASTENER 5-ALL BE LOCATED N CENTER OF NOMINAL 2' X 4' (MINT WOOD STD ('a' EWE DISTANCE I5 ACCE°TABLE FOR WOOD FRAMING). 4.000 5T$ SHALL BE 'SOUTHERN PINE' 0.099 OR GREATER DENSITY. LAG SCREW SHALL .+4VE PHILLIPS PAN HEAD OR 1406 MEAD. 1 * DESIGNATES 100610JA0LE 4NG-ORS. --1.100 ARE 1, CUIRED FOR DIRECT MOUNT 040T4LL4TION5. 0. 614111166=_ SCREWS 044,:1 14105E MINIM0M OP y . ENGAGEMENT 0" THREADS 'N BASE ANCHOR AND MA" HAVE • EN0 61 11 UM HEAD, EN 4 D DGE 78061° NERD _U065 STUCCO BO T) LIMO. e1Y1a1 1 35 00 ANATES EN- A6D EWE Dt51AN 4) .1 ARE 050" 400061 OR E OTAER FOR WALL FlN:9NC9. I0. DESIGNATEb 460007 CONDITIONS 016604 ARE NOT ACCEPTABLE FOR USE � arkeftCgel laa T4at y ApplOVedaO colnpt)iag sltb 164 03 FRANK L 6E 64000. PE '660046549 ,8/191065 .- DESCR(°IONI .ON CattE re wen -C3F4 BY�'Y_'CV '3WG �• - . 1-IIr -' SHEET: 4 OF 4 0.7S° EDGE DISTANCE WOOD 114" x 2° THREAD 39 7.5" 6.5" 4.8" 4.2" PENETR. LAG SCREW 45 85" 5.7 4.1" 38' 55 5 3" 4.6" 3.4" Teap 0b) = 359.53 65 4.5" 3.9° ' Vcap (lb) = 82.97 72 4.1" 3.5 Al- 914 x 1.1/2" THREAD 39 7.7" 6.2' 4.9" 3.9" PENETR. WOOD SCREW 45 6.6" 5.4" 4.2" 3.4" 55 5.4" 9.4" 3.4" 1 Tcap 06) = 234.00 65 4.6" 3.7" 3.0' /cap 05) =96.74 72 4.1" 33' 3.0" ,'.','• 7/18" x 5/8" EMBED 39 13.0" 9.2" 8.2" 5.8" BRASS BUSHING 8 45 11.2" 8.0° 7.1" 5.1" 1/4.20 SCREW * 55 92" 6.5" 5.8" 4.1" Tcap (lb) = 231.50 65 7.8° 5.5" 5.1" 3.7" Vmp (b) = 232.50 72 7.0" 5.0" 5.1" 3.7" 6. 66IERE LAG SCREWS FA57EN T7 NARROW FAGS OF 5TUD FRAMING. FASTENER 5-ALL BE LOCATED N CENTER OF NOMINAL 2' X 4' (MINT WOOD STD ('a' EWE DISTANCE I5 ACCE°TABLE FOR WOOD FRAMING). 4.000 5T$ SHALL BE 'SOUTHERN PINE' 0.099 OR GREATER DENSITY. LAG SCREW SHALL .+4VE PHILLIPS PAN HEAD OR 1406 MEAD. 1 * DESIGNATES 100610JA0LE 4NG-ORS. --1.100 ARE 1, CUIRED FOR DIRECT MOUNT 040T4LL4TION5. 0. 614111166=_ SCREWS 044,:1 14105E MINIM0M OP y . ENGAGEMENT 0" THREADS 'N BASE ANCHOR AND MA" HAVE • EN0 61 11 UM HEAD, EN 4 D DGE 78061° NERD _U065 STUCCO BO T) LIMO. e1Y1a1 1 35 00 ANATES EN- A6D EWE Dt51AN 4) .1 ARE 050" 400061 OR E OTAER FOR WALL FlN:9NC9. I0. DESIGNATEb 460007 CONDITIONS 016604 ARE NOT ACCEPTABLE FOR USE � arkeftCgel laa T4at y ApplOVedaO colnpt)iag sltb 164 03 FRANK L 6E 64000. PE '660046549 ,8/191065 .- DESCR(°IONI .ON CattE re wen -C3F4 BY�'Y_'CV '3WG �• - . 1-IIr -' SHEET: 4 OF 4