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WS-15-648 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241419 Permit Number: WS-3-15-648 Scheduled Inspection Date: August 18, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SUPREME, GERARD Work Classification: Window/Door Replacement Job Address:535 NW 112 Street Miami Shores, FL 33168-3317 Phone Number Parcel Number 1121360210900 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 5 WINDOWS AND 2 DOORS WITH IMPACT Infractio Passed Comments RESISTANCE AND INSTALLING 11 HURRICANE INSPECTOR COMMENTS False SHUTTERS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-230831. Rear door tap cons do not meet min edge distance Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 17, 2015 For Inspections please call: (305)762-4949 Page 22 of 38 iwl .. ,, yRryC ... Pare�! �.3-" 54� `yttORES j, Miami Shores Village `� ;; Pe#'it ,y £ WtlldgtW� -!tier - 10050 N.E.2nd Avenue NW E?/'l<f{,:fc saft#a1## ;d---10W16,obr!" p1 Gem Miami Shores,FL 33138-0000 ja :APPROVE SEN Phone: (305)795-2204 fGQR1DA ', . Isom 08ta.4171201 Expiration: 10/04/2015 Project Address Parcel Number Applicant 535 NW 112 Street 1121360210900 GERARD SUPREME Miami Shores, FL 33168-3317 Block: Lot: Owner Information Address Phone Cell GERARD SUPREME 535 NW 112 Street MIAMI SHORES FL 33168-3317 Contractor(s) Phone Cell Phone .._ Va�n:__....... $ 3,300.00 HOME OWNER FL Total Sq Feet: 00 Type of Work:REPLACING 5 WINDOWS AND 2 DOORS WIT Available Inspections: No of Openings:7 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-3-15-54900 DBPR Fee $2.55 DCA Fee $2.55 03/23/2015 Cash $50.00 $ 143.50 Education Surcharge $0.80 04/07/2015 Cash $ 143.50 $0.00 Permit Fee $170.00 Scanning Fee $12.00 Technology Fee $3.20 Total: $193.50 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. April 07, 2015 -Auth .oriz Signat e:Owner / Applicant / Contractor / Agent Date Building Department Copy April 07, 2015 1 Miami Shores Village Building Department MAR 232015 3 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No.ws I t7— 6Y PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP *� CONTRACTOR / DRAWINGS JOB ADDRESS: Null 111 C)cT S1 �Nl t t�Q �J Vl l ('_ � • J �� 1� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: /�� Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):&, kA n S u PR int Phone#:Z& -/,/4— Address:35 N t O U62 5f 3 3[6 R City xia iMI SA 1)V( es State: F- Zip35M9, Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: bj�Ljmee" Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Z,-4AateP_��A--.- 1!6AAG Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 3- C� (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20�, by day of ,20 by is personally known to ,who is personally known to me or who has produced -SIS 280 "7'C/ &i me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign: Print: Print: P10t? 7 0�jb a,e Seal "� k�inn- f�P,� eU iaOT no Seal: Cai;, _1 0n PF 082753 �� •' «lass 01!1_12018 ****************************** ***** *********************************************************************** APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) REs Miami Shores Village �,,,� Building Department v in10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ORNp' Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME:(Q=,Elfl �� Q t�RA WE DATE 75 S3.— 1.5 ADDRESS:S 3 EtI(tJ f( �L SIL Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with- holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial • S` 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial[> • S' 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. /� Initial/> S 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial. S 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial •.S , 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initialr-_., S 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initia ' 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial S- 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.myfloridalicense.com/dbarloro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial, Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of Mian?h , 20 /S Byr� SrTr��P who was personally known to me or who has Produced there License orSl&�-o?8d yg LZOXD as identification. OW R ROTARY Y w,,;, h;ota�y,*^-ubf,c State of Florida tP JL�;ilCE rll i 81F,lano b} ,� `� ' ;� i•%}' orr m s-�r FF 08753 '�F„ ':' e” c;:pires0};1zi20i8 SKOR I D Miami Shores a�um Village � n�.."' Building Department �OR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:tl I L= LI �C DATE: i I, h 14 9u lam e I� 2 ❑ Contractor (NAME) ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (9z" ,/ (Signature) PERMIT CLERK INITIA RESUBMITTED DATE: (-Z(j I PERMIT CLERK INITIAL: S, 5'-11" x 6'-3" co 00 NEW DOOR 1 30"x80" +38.2 21'-6" -41.6 NEW WINDOWS NEW WINDOW 2-37"x52" 37"x52" ul NEW DOOR +38.8 +40.8 30"x80" -42.2 -44.4 +38.2 -41.6 M +40.1 -43.5CITY RFCETTcI v ED MAR 3 2015 loo BY: +40.8 NEW WINDOW I -44.4 37"x 2" COPY r` in +40.8 _ -- n -44.4 r e +40.1 _ -43.5 20"x 0" LOUVERS 26"x50" iC� 'C/I?!! f�I !_ =E1)' I1/1L I +40.1 -43.5 6» 00 +40.1 -43.5 6" LOUVERS +38.8 26"x50" -42.2 nI 3-NEW WINDOWS 37"x62" 18'-9" EN ANC +40.4 NEW WINDOW 37"x52" +40.8 37"x 2" -44.4 PORCH +38.8 -42.2 NEW WINDOW 54"x52" 14'-11" rn FLOOR PLAN- RESIDENCE: GERARD SUPREME LOT 4 BLOCK 5 ADDRESS: 535 NW 112th. AVE. PLAT BOOK 42 PAGE 18 MIAMI, FL. 33168 DADE COUNTY FLORIDA SCOPE OF WORK: 1.) WINDOWS CHANGE OUT AS SHOWN ON PLAN. 2.( NEW HURRICANE SHUTTERS TO BE INSTALL IN ALL WINDOW OPENINGS. (NOA # 12-0326.11) 3.) CHANGE TWO DOORS AS SHOWN ON PLAN. MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economv Trulite Window&Door Solutions,LLC } 8130 NW 74'b Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section 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. RER 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11580"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. W96-38,titled"Series 580 Alum Single Hung Window(N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12/23/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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 Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0118.16 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-0906.06 MIAMFDADECOUNTY Expiration Date: November 14,2017 Approval Date: December 06,2012 l/2>81 12 Page 1 Trulite Window & Door Solutions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38,titled"Series 580 Alum Single Hung Window(N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12/23/10,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per ASTM 588, TAS 202-94 along with marked-up drawings and installation diagram of a series 580 eyebrow top aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NDA#09-0316.10) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per ASTM 588, TAS 202-94 along with marked-up drawings and installation diagram of a series 580 radius top aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA#09-0316.10) 3. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked-up drawings and installation diagram of a series 580 aluminum single hung window, glazed w/3/16"temp, glass,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507 06) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8"ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) Manuel er Product Control Ex ner NOA No. 12-0906.06 Expiration Date: November 14,2017 E-1 Approval Date: December 06,2012 Trulite Window & Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 02/24/09 and updated on 01/04/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12-0118.16) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0118.16) G. OTHERS 1. Notice of Acceptance No. 12-0118.16, issued to Trulite Window&Door Solutions, LLC, for their Series "580"Aluminum Single Hung Window—N.I., approved on 03/15/12 and expiring on 11/14/12. _k Manuel Per .E. Product Control xam. er NOA No. 12- 6.06 Expiration Date: November 14,2017 E-2 Approval Date: December 06,2012 TYPICAL ANCHORS 4 u 1/4"TAPCONS 1� SEE ELEV.FOR SPACING METAL 1a, STRUCTURE pmp . YH000 SUCK TYPICAL.ANCHORS 0 � 3 ^ ° a + n° ', •. SEE SMS MUM-DARE COUNTY APPROVED J .. d_y ♦ . d E ELEVS.FOR SPACING MULLION & MULLION ANCHORSP g Q ^ al SEE SEPARATE NOA o s � Ij 1 3 gd<�_ TYPICAL ANCHORS TYPICAL ANCHORS j SFE ELEV. FOR SPACING SEE ELEV.1 FOR SPACING O 4 c 11 z 7 AS !i WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE !' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 11 !� AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPPj! 16 130170M LATCH TYPICAL ANCHORS: SEE ELEV.FOR SPACING 3/16"OR 1/4"TAPCONS = / (SEE SHEET 2 FOR USE OF 3/16'TAPCONS) 4 INTO 2157 WOOD SUCKS OR WOOD STRUCTURE Z 25 O1-3/8" MIN. PENETRATION INTO WOOD F B S LT .•� THRU BUCKS INTO CONC. OR MASONRY zz3 W 1-1/4". M MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY i iW5 i I. 1-1/4" MIN. EMBED INTO GONG. OR MASONRY '9Q is #12 SIMS SELF MLLING SCREWS COME S cIM) W I INTO METAL STRUCTURES 0 I o STEEL : 12 GA. MIN. (Fy- 36 KSI MIN.) 4 ALUMINUM : 1/8"TW, MIN. (8083-T5 MIN.) ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ! p #10 SMS OR SFLF ORI TIN• SEWS �7 c 1 6 ij INTO MWM-RADE COUNTY APPROVED MULLIONS 0 8 li (NO SHIM SPACE) C l i !ldGHOR EDGE DISTANCES 'R1mJcT Sge a 14 =CONCRETE AND MASONRY m 1-1/4' MIN. acb.Obf *iWd% INTO WOOD STRUCTURE - 3/4" MIN. %Whgc"k INTO METAL STRUCTURE m 1/2" MIN. Aaeytum Na � �� 11 Bs baa ple a SEALANT 0 W LL o= Owt 2 mALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION C SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. Eay.JAW AHMAD [poDUcr RBvi86D �C.PADS: AN SLi38 2 compift!3�,WwithfM ymmae ,' No A ONE 1/4" X 3/4"ADHESIVE CLOSED CELL FOAM PAD AT pNOC EACH ENO OF FIXED MTG. RAIL.ANCHORS:REOd:A'fSILLdrawing no. A WEEPHOLES: JAN 2012 W96-38 ° WI - 3/4" WEEP NOTCH AT EACH END 6heet3of 5 rrm I PART/ REQD. DEBCMPTIQN MATBRGL MANT./SUPPLIER/RMAIM u A 1 YE-169 1 FRAME HEAD 9083-79 - 2 YE-187 1 FRAME SRL 8083-TB - m 3 YE-102 2 FRAME JAMB 9083-T9 - O � j 4 YE-152 1 FD(ED RML 8083-T8 - 5 YE-151 1 VENT TOP MAIL 9083-TB - u. 8 YE-188 1 VENT BOTTOM RAIL 8083-Ts - 7 YE-920 2 VENT JAMB 8083-T5 - 8 - AS REQD. GLAZING BEAD ALUMINUM ROLL FORMED �. r 9 - 1O - 2/VENT BLOCK A;TACKLE BALANCE - - TYPICAL ANCHORS 11 YM-511 AS READ. BULB VINYL PVC SINGUE `Q MIAMI-OWDE COIRRY �O SMS 12 YH-510 AS READ. BIAS NNYL PVC SINGLE APPROVED MILLgN E F3EV.FOR SPACING 13 YH-509F AS REQ0. PRE-SCHLEOEL.187%.250 - FN SFAL(DOUBLE) SEE SEPARATE NOA 14 YH-504 2/VENT VENT LATCHES NYLON/CLiCON AT 8'FROM ENDS 16 14A YH-515 2/VENT CAM LOCKS ZAMAK AT 8'FROM ENDS Y 15 /10%3/4' B FRAME ASSEMBLY SCREWS CRS PLATED,PH SMS f5 li 18 is X 1' 2 FD®RAL SCREWS CRS CAD PLATED,PH SMS 17 /8% 1-1/4' 4/VENT VENT ASSEMBLY SCREWS CRS GAD PLATED.PH SNS v C bac AYlNDOV WIDTH VINDOV VIDTF4 TYPICAL ANCHORS SEE ELEV. FOR SPACINGr SEE SHEET 2 FOR CAPACITY IBY _ WOOD BUCKS TYPICAIL ANCHORSoo �S 3/iS O L4'SHIN SEE M I.1 VENT WIDTH MAK SEE SHEET 2 FOR CAPACITY W M 0 13 "4 D.L.OPG. 7 1/4•SHD4 METAL 1D MAX I 29Y BUCK STRUCTURE I S MY s ° STRUCTURE c ♦ R --------------- O �11OD11Ct z qg Y re�Pbbsm 3 .._.._.._.._.._.._._.._.._.._.._.. C ° n Cade 4ctepeoee 17 B BY Miaee a EXTERIOR '`• ' 'd' • $ 3 rl ..• TYPxl SEES FOR PACING ANCHORS O EV c D.L.OPG. .a te.., y SEE SHEET 2 FOR CAPACITY VINDOV VIDTH En$° CNIL NAD PRODUCTRBVISED 1 FLA.PE0402 'a;4mWu49whhd'0P14rE1Be d i CA:41.3518 BWO*CodeTYPICAL ANCHORS Aw.Nw. }` SEE ELEV.FOR SPACING DebMOE.X �Q SEE SHEET 2 FOR CAPACITY 0. drawing 8 n N 11 2012 W96-3 sheet 4of 5 (A60 2�20-.8 .0551.327 FRAME HEAD / d Al2 .062 D as 137 t2 .881 88 O 1.052 FIXED RAIL .999 .0551.625 '$ .812 Q VENT TOP RAIL � M r112 A �3 co 2 3 ,.125 O 2.887 A J6 _r 3/4'WEEP NOTCH / Q END OF 1.070 •8{2 AT SCPMN REETNNING LEG all l IIILI .857 $3 S.H. VENT CORNER DETAIL VENT BOTTOM RAIL VENT SIDE RAIL ,appy 2.174hY wdwrdddk � a s= i C Y�] A7 � DMe )� p ��"11S.H. FRAME CORNER DETOJL � IF .055 �2Iri 3.027 2.104cm 3.527 "' /M •PRODUCTRBVtSW .612 R0 N,18352 ' B SBM MMhkJpy drawing no. 1 i:2gr2 W96-38 FRAME SILL FRAME JAMB eh65t Sot 5 DESIGN LOAD CAPACITY - PSR 1/8"ANN. GLASS 3/l6"ANN.CUSS 8/IB"Tw.Gw _ A91W1 aSS ANCHORS ANCHORS MICHORS ANCHORS ANCHORS Z WINDOW DIMS. METHOD'A' I METHOD'8' METHOD'A' 1 METHOD'8' METHOD'B' MOTH HEIGHT EXT.(+)I INT.(-) EXT.(+) 1!!L. EXT.(+) INT.(-)I EXT.(+j TNT.(-) EXT.(+) 1Nf.(-) pp 5 Q 19-1/8' 60.0 80.0 80.0 80.0 60.0 121.6 60.0 125.0 60.0 210.0 T I 28-1/2' 80,0 80.0 80.0 80.0 80A 87.4 80.0 126.0 60.0 179.7 R o 37" 26" 54.0 84.9 60.0 80.0 54.9 54.9 60.0 112.9 60.0 112.9 rI ct 42" (3) 46.6 46.6 60.0 79,3 46.8 46.6 80.0 95.9 80.0 95.9 yS1 48' 39.5 39.5 527 52.7 39.5 39,5 60.0 81.3 60.0 81.3 57-1/8' 34.9 349 38.6 38.8 34.9 34.9 80.0 71.9 60.0 71.9 NDOW WINDOW WINDOW WINDOW WID V 19-1/8' 60.0 *60.0 0 80.0 109.9 80.0 125.0 60.0 210.0 26-1/2- 80.0 ,0 80.0 79.3 60.0 1250 80.0 183.137' 38-3/8' 56A .6 56.8 5&B 60.0 116.8 80.0 116.8APPROI/ED CONFlGURATIDNS42' (4) 50.0 3 00.0 50.0 60.0 102.9 60.0 102.9 SHAPES SHOWN ABOVE OR SILBLAR 48' 37.00 43.8 43.8 60.0 90.1 60.0 90.153-1/8' - 39,0 39.6 80.0 81.4 80.0 81.4 19-1/8' 60.0 80.0 60.0 80.0 80.0 83.3 80.0 123.0 60A 171.3 26-1/2' 80.1 80.1 60.0 80,0 60.0 BOA 60.0 123.7 60.0 123.7 37' 50-5/8' 43.1 43.1 80.0 84,8 4&1 43.1 00.0 88.8 80.0 B&6 42' (4) - - - - 37.9 37.9 60.0 78.o OOA 70.0 33.2 33.2 1 60.0 88.3 BOA 68.3 53-1/8" - - - - 30.0 I 3o-.o-T 80.0 61.7 60.0 81.7 1/8"ANN. GLASS 3 $ 19-1/8' 60.0 80.0 80.0 80.0 60.0 89.3 80.0 125.0 60.0 163.8 OR z n 26-1/2' 60,0 84.6 60.0 80.0 8R0 64.3 1 80.0 120.0 BOA 1328 3/18"ANN.GLASS = OR 37' S9' 48.2 46,2 47.9 47.9 483 46.2 80.0 93.0 60.0 95.0 3/16'TEMP.GLASS 42" (5) - - - - 40.7 40.7 60.0 83.7 80.0 83.7 Q� 36.6 33.6 60.0 73.2 80.0 73.2 SPI x M 53_1/8• _ _ _ - i M 32.2 32.2 80.0 84.0 60.0 8&2 60.0 80.0 80.0 80.0 60.0 100.4 80.0 125.0 60.0 208.5 39JCONE dCL b 28-1/2' 80.0 72.5 80A 78.7 80A 72,b 80.0 125.0 80.0 149.0 GE SCS 1 DOD Z 37' 83' 47.0 47.0 47.0 47.0 31.9 51.9 80.0 97.5 60.0 10&7 o§ 42' (e) - - - - 43.7 45.7 60.0 86.1 60.0 93,1 1.3 m - - 40.0 40.0 60.0 71.9 60.0 75.8 53-1/0- - - 36.1 36.1 60.0 827 60.0 85.4 'j 0 19-1/8" 60.0 74.8 80,0 74.8 80.0 8&2 60.0 125.0 60.0 173.2 28-1/Y 80.0 81.5 80.0 84.1 60.0 61.5 00.0 113.4 60.0 126.5 37' 74-1/4' - - - - 44.0 44.0 60.0 82.0 80.0 90.8 42- (0) - - - - 38.8 3&e 80.0 74.8 80.0 79.61ROD17C1'REI4EIYED '� ` 48' - - - - 33.9 33.9 80.0 65.5 80.0 69.8 m*Mg��dw y53-1/5- - - - - 30.7 30.7 38,0 5&0 60.0 60.0 c # %mi S _ • NO. IN PARENTHESIS INDICATE OPTIONAmpt.KNo ATE N0. OF ANCHORS PER JAMB. Bas Date 82- x NOTE: Mimi pr"md - I/4•DIA.ANCHORS 1//4•DIA ANCHORS GLASS CAPACITIES ON THIS SHEET ARE ,°, AT THIS TION AT TNIS LOCATION BASED ON ASTM E13O0-04 (3 SEC. GUSTS) g W FOR UPPER HALF OF JAM FOR UPPER&LOWER AND FLORIDA BUILDING COMMISSION HALF of JAMBS DECLARATORY STATEMENT DCAO5-DEC-219 FNAPE 70642 ...'plyi-g-maMPbAb b _ CA.N.i liuildily Code - A0NO � b 3/18'DIA.ANCHORS ' AT THIS LOCATION >J ZO2 By. drawing no. FOR LOWER HALF OF'LAMBS W96-38 ANCHORS METHOD 'A' ANCHORS METHOD '@ sheet tot 5 I ss ,/8• u 3t WINDOW/WIDTH WINDOW WIDTH 50 1/8' 50 1/8• e Z rs TOP CORNERS OF D.L.OPG. (FIXED) D,L OPG..(FlXED) ARCM TOP WOWS. TO BE SECURED 13 5/8^ 13Y SCREWS 13 5/8' Q a FALSE MIN"Im MAX. OR SPOT WELDING MAX. Q, (SURFACEAPPLIED) 8^MAX. MAY BE USED A A HEAD CORNERS HEAD CORNERS O y (aa�R yj ii ii 11 II a S�tlj a <� D IILL II �/ ,II h M ----- — u n u D n fu x �� 0 Ilk 1 T33D��=y.YT1 § D.L.OPG. D.L. OPG. Z000 11/18• n�,�p° v t�+�11i 50 ii/le- Lj VENT WIDTH VENT WIDTH aD O SERIES 580 i 1MTTJifm RTNF`TF LTU*7G 1VINDOW TYPICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTEDCHART SHOWN ON SHEET 2. UNITS ss 84 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDER COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING geWlsg Cede # MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. Aoxpla�aTq EWin,b�DNt I LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. By . M � yy dd THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE("Z). MONOLITHIC GLASS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER NON IMPACT LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS �- MIW AD pRODUCT'Ri9V1� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FIA P� J°SY2 6 y REVISh�Pbal� L ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE h NOT PART OF THIS APPROVAL. I pcsepl�ueNio INSTALLAflON OF THIS PRODUCT IN THE HVF¢AREA REQUIRES THE 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECRON DEVICES MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME COMPLYING WITH HVHZ REQUIREMENTS. •J 2012 drawing no. INTO CONTACT WRH OTHER DISSIMRAR MATERIALS SWILL MEET THE INSTAL1AT10N OF THIS sysTEA1 OUTSIDE THE HVHZ AREA SHALL MEET W96-38 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. THE APPLICABLE QUIREMENITi FOR WIND BORNE DEBRIS PROTECTION. i sheet I of 5 I M' MIAMI-DADS CC7F_NTY PRODUCT CONTROL';SEC[""ION 1.3805 SW 26 Strait,Ro�208 DFpAItT1VIE1!lT OF PERMITTING'ENVIRONMENT,AND REGULATORY M � ond3317!z 247,4 A -... ,. .:. .- T(78030- F(786)3 Il--2594 B��OAIID A*CODE ADMIN STRATION DIVISION www.miamidad%&Q jZ0erJ1' 1�1nt1. E.QF ACCEPTANCE OA ` - . Trallte Window&Door Solutions,LLC 8-I30 NW 74"'Avenue Nledfey, ft"33166 SCOPE: This NOA is being issued under the applicable rules and regulations govmmia the use of construction materials.The doeumq►tation submitted has been reviewed and accepted by Miami-Dade County PERA — Product Control Section to ba used in Miami Dade County and'other areas where allowed by the Aaithv%ty Having Jurisdiction(AM. e valid alter the expiration date stated below.The Miami-Dada County Product Cumtrol, This NOA shall not b Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve thci fight to have this product or material tested for.quality assurance purposes. ff his product or mathe - . y ' manner,the manufacturw will incur the expense,of such,. eating aid the AM.3nay% perforin iri tl�e:-aeeepted immediately revoke,modify,or suspend the use of such product or materml withir>their jurisdiction. JE3RA: reserves the right to revoke this acceptance, if it is determined byMiami-Dade County.Product Cox trot Section that this product or material fails to meet the requirements of the applicabla'building code. This product is approved as described herein,and has been designed to.comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Clipped,Extruded Aluminum Tube Mullion L M3. APPROVAL DOCUMENT:Drawing No.M95-06A,titled"AluminumTube Mullions",sheets 1 through 6 of 6,prepared by Al Far°°q Corporation, 11/20/95,with revision F,dated 11118/11,signed and sexed by Javad Ahmad,P.B;,bearing the Miami-Dade County Product Control Revision stamp with the Notion of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Miaage-Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, modellseries,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.,beenffiled and them hasbmn no change in the applicable building code negatively affecting'the performance ofthis product. TMMMATION of this NOA will occur after the expiration date or if there has;been a revision or change in the materials,use,, manufacture of the product or process.Misuse of this,NOA'as an endorsement of arty.product,for sales,advertising or any other purposes shall automatically terminate this NOA.1±aihue 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 literaftm 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 theyBuilding Official. This NCA revises.and renews NOA#10-0930.06 and,consists of this page 1 and evidence pages E-1 and E-2,as well as appraval document mentioned above. The submitted docuricnt&fion was reviewed by Mannel Perez,P.E. NOA No.114213.07 Expiration Date: December 24,2016, Approval Date: February 02,2012 Page 1 i i i i i Tru lite Window & 'Door Solutions LLC 1TICE OF NCE: EVIDENCE SUBNII'FTRD I A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95-060,titled"Aluminum Tube Mulliene,%-sheets l through,5 of s, prepared by Al Farooq Corporation,dated 11/20/95,with revision F dated 11/18J1"1, signed and sealed by Javad Ahmad,P.E. B, TESTSi TAS 201-94 '1. Test reports on: 1)Large Missile Impact Test per FBC, 2)Cyclic Wu Pressure Long per.FBC,'SAS 203-94 along,with markbd-up drawings and installation diagram of2 miilled'fixed frame windows,O-O configuration,prepared by Fenestration Testing Laboratory,Inc., Test Report No.M-6600,dated 08/30/11,signed and sealed by M` ariin D.Brinson, P.E. 2, Test reports on,l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic'Wind Pressure Loading per FBC,TAS 203-94 alonj with marked-up drawings and installation diagram of Imulled foxed frame by Fenestration Testing Laboratory,Inc-, windows,O-O/O configuration,prepared ed and sealed b Luis Antonio Test.Report No.FTL-3284,dated 02/01/02,,sign y Figueredo,P.E. (Submitted under previous NDA #02-0227 Ol) 3. Test reports on:1)Uniform Static Air Pressure Test,..Loading per PA 202-94 along with installation diagram of window prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1297,dated 09/21/95ysigned and sealed by Yamil Gerardo Kuri,P.E. (SubmMed under previous NOA#95-0515.09) C. CALCULATIONS l with FBC 2007 1, Anchor verification calculations and structural analysis,complying and FBC-2010,prepared by Al-Farooq Corporation;dated 05/09/09 and revised on 11/16/11,signed and sealed by Javad Abmad,P.E. 2_ Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and.Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS -1. None. } Manu Perez% . Product Control E NOA No.11- .0,7 Expiration Date: December 24,,2016 Approval Date: February M,2012 I E_� i i I I i I , T_rulite Window&Door Solutions.LLC NOTICE OF ACCEPT CE: EVIDENCE S11�II'lE'1'ED F. STATE NiE IN'>'S FgC-2010;and of no financial 1. Statemerl letter of conforman ,complying with interest,dated November 16, 011,signed and sealed by.Javad Ahmad,P.E. 2. Florida Dept.of Std,k8 o Trulite Window 8t Door Solution,LLC (Foreign Limned Liability Co.),manag by Arch Intermediate Holding,LLC,Tamarac, ><I., dated 02/03/10 tial Windows LL.C" 3. Certificate of registration of n e change from"Tnilite Resider to"Trunte Window&Door olution,LLC"issued-by State of Delaware on 17/1-Vtl, signed by J.W.Bullock. LLC"to Trulite 4. Certificate of registration of n1me change from"Arab Windows, Residential Windows,LLC"issued by State of Delaware oa 07/27/11,signed byJ.W. Bullock. LLC(Foreign Limited Liability Co.); 5, Florida Dept of State,listing f Arch Window, managed by Arch Tate Holding,LLC,Tamarac,Fl.(transferred from file*10- 0930.07). 6 Certificate of registration of Windows,LLC(Delaware)in State of Floridadated 02/04/10,managed by Arch Holding,LLC(transferred from file# 10- 0' 0- 0930.07). G. OTHER Arch Windows,LLC dba AWPEor 1. Notice of Acceptance No. 10 930.06,issued to thein"Aluminum Tube Mullion—L.M.I.",approved on 01/06/11 and expiring on 12/4/11. Manuel?K P.E. Product Coa Z#miner NOA No. -1213.07 Expiration Date. December 24,2016 Approval Date: February 02,2012 E-2 I .730 Lli.3 4718 pr� Z 8 1:230 F� � =_ • EmsTYP !1 QAZ"PRON1CT - as .us x 1219 4264 M .100 3.000 1A00 8'[<O LOS (ALa — - -- — _ ITL P__ BSL(eo9s=Ts)_ (ALL 70 MOLES) TO �- -- WBIDOI FRAME Z -- - i o tae CUT ro FR S" SIM n ►ORLWIO.°E art ro aT'sMID ' .729 _L710- 6= In 2A00 3A00 ,!.000 �I( A5 2 ALL TUBE MULLIONS To 9E ALLOY 6063-TO- .u3 LIB 1.618 3 . eioo MULONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VE6'[M m a o SEE WNDOW OR DOOR APPROVAL FOR FASTEIM 99ES AID SPACM �1 ION CUP(em-79) MULL ION_CHIP(COBS-Tq) CUP LFNDMS MIST K CUT TO FR SNUG iW LE ENGMM MUS BE CUT TO FR SMASM (NCO SDE FILsrENERs F=-) lM)NDE FASit?E1M ROOD.) G Jail ces 002 . Eo10 �t am ANGLE:_CLI? 1603-TO REGIANGUIAR ALUMINUM TUBE MULIONS �!UL�N PROPERTIES ONLY ------ MULLION SYSTm IS RATED FOR LARGE M�SILE MPACT.. � AND CAN BE USED WITH ALL MIAMI-LADE COERJTY APPROVED L' _ �. IMPACT AND NONIMPACT RESISTANT PRODUCTS. i TENS HAS BEEN O��E�SAOMM MO TESITO ro OOIlLY ICLWffTHE `�- t� AW VMWF coDE nota La1H10N 9RaaloNO :INDUCTIONS: £ �e ALL GAzm PIt00UCT8 USED WITH THESE MULLIONS MIST MEET THE USE CHARTS AND GRAPHS AS FOLLOWS. pENTS LE:NBM LOAD,Iw1TER $ 81FLTRl V, FORCED ENTRY( 15TANCE. SAFEOUMo4 ETC. .STEP i DEMIUAM DES"LOAD REOUM'D PER ASCE 7 Al T WOOD BUCKS BY GkpM.&AM BE ANCHORED PROPOU m TRANSFER FOR PARM"OPEN118, PRODUCE X1381 LOADS ro THE srRUG198:. �P 22 l�E._ movo maw PROOUC73 YEEIBn ABOVE LDW O bi ANCHORS sHALL se AS LISTED.-SPACED A3 SHOYM ON KLUX BASEDMEMT _ 338E No. 0 �..�m 19RLIon AS PER PHTaDUDT To BASE UA7EMAL stMLL eE eLYDNO YRLL caweND(91uCD0.AE ETQ} �,j �� AIR,YHOSINO COMRIONS OTHER TNM THOSE sHDVM N THESE DETARS NAFTB UWG DON SHEET 8 saEOT M==SIZE VM ,.q-TV" ARE-NOT PART of ABS MPRONL STEP 4 DESIGN ROM II01E AMN oL5O11 LOADSPECF0 • .qq,r, �jA A LOW OUPAIOH ROOM B USED N OEM OF MNCM NIO WOOD ONLY. W STEP /ABOVE. �TtrOl a ARD ANCHOR CIARIS MYV—OMI 1 DIIITN45 NftUONO BUT MIT UMEO TO L SgG08.TWAT CSE 9R0 US@M MICWR TYPES ON SHEET _ ��" .r COHrtACT WmH iNER DISSNMAR MAE ma MEET THIE REOIlnE1lE mm EP DH SHEET 3.SELECT ANCHOR TYPE wRH DOW M71R ati"ei� IX OF 8010 FIONDA ADO.CODE SECIM 80019.!. Mom THW THC onaw Lcr rownm w..s ro a. . D6SICN LOAD CAPACM - PSP(TUBS MULLIONS) D6810N LOW CAPACITY - PSP(TUBE YIIWONS) DBSICN LOAD CAPACITY - PHP(TUHB" DNB) `4%u 'j 6 RINDON DIMS. 1IINDOY DI118. iB4DO11 DIMS. I X E l X S ! X 4 E X 4 2 4 6 uinitrnt I XII I X S 1 X 4 2 1 4 2 X 6 1 X 2 1 Y 3 I X 1 II Y 1 2 X 6 Z WIDTH(W)-sPAN aro. �srn. STD. A. STD. wo1N(11). stwl aro. ETD. on. STD. HYD. w6tN M SPAN STD. s9v. M. S'7D. STD. 26.5 41.8 1169 GLAZING 140A 140A INA 140.0 140.0 111-1/8" - 51.5 110.1 110.0 110.0 19-1/6' - - 202 302 614 PRPRODLICT 21 26-1/2' 138.2 .140.0 80.0 110.0 110.0 20-1/2" - 37.2 79.7 110.4 110.0 II6-1/Y' _ _ _ 26.5 73.7 30' 120.3 140.0 140.0 140.0 140A 30• - 32.11 70.4 102.0 140.0 30' _ - - 26.8 67.1 63.1 140.0. 37' 21 A b9.6 " 37• Sae 140.0 14o.a 14ao /40.0 37' _ _ _ _ SZ6 {Y' a" 140A 140.0 140.0 140A 42' ' - 23.4 50.3 73.5 140A 42' 20.5 44.0 64.3 140.0 46' 132' 46.1 WI 46' 38-3/8' 75.2 140.0 140.0 110.0 110.0 b' S4' - J9.7 86.1 12-7 53-1/8• - - - - 41-8 T '4 63-1/5' 87.2 139.0 140.0 110.0 WA 83-1/6', - - _ _ _ _ 353 51.4 112.0 80' - ARCHES M'6 iK 11801190 60• 60.2 123.5 140.0 140.0 140.0 �' - _ 33.8 am t0IIECfA AG"SHAK a 68• 84.7 11ZS 110.0 140.0 110.0 722 16.7 IOL4 06' - _ - - <n� 29.3 424 932 72" 30.7 NOWL0N01L 111111JON it• __- 72' 50.1 103.2 140.0 1404 140.0 72' - - - -29-9- - - - - -- -48:8--100:4--140:0--140.0 140.0--!1� - �JA.5--41.7 -91J--74= - - C 19-1/6' SL2 110.0 140.0 110.0 140.0 It-1/8'1 - 342 742 1061 140A 16-1/6' - - 212 322 NA � 24.2 83.4 760 140.0 Y6-//2• 23.1 61.3 3 28-1/2' 59.3 140.0 140.0 110.0 140.0 26-1/2'' J0. _ 52.4 140.0 140.0 140.0 140.0 30• - 244 473 584 110.8 30' - 16.0 37' 42.5 1163 140.0 140.0 140A 37' - - 362 654 1794 J7' _ - - - 33.7 493. 1233 427 10'8 42'' 37.4 101.6 140.0 140.0 140.0 42' _ 20.5 13,1 107.5 46• 144' - - - - 35'6 GLAZING 48 80-5/0' 324 a" 140.0 140.0 140.0 48' 96 - � - 1A 53-1/11' 29.6 80.3 122.3 140.0 410.0 53-1/0'. _ - 2114 362 n.4 03-1/0' _ _ _ �4 T" P ''� z 60' 263 71.1 114.5 140.0 140.0 80' - - 23A J4.4 a" �• _ 25A or 23.8 64.7 104.1 140.0 140.0 68' - - 21.4 317. 714 ee' _ - - - 23.7 7Y• 21A 501 964 139.3 140.0 72' - - - 217. 714 74 _ _ - _ SPAN _ - - 274 W.Y 74' 232 71' 21.2 57.7 9Z6 135.6 140A .74' 243 51.9 21, 1102 Typtc MUN 1 ION ARRANGEMENTS w 19-1/S• 4Z7 1221 140-0 140.0 110.0 19-1/6' - m 7.0 26-1/Y 30.0 80.1 140.0 140.0 140.0 28-1/2' _ - 37.5 54.8 1465 WKITH �� WI +W2 a S) 30' 273 772 140.0 140.0 140.0 30' - - 33.1 40.4 134.5 II 37• 2LO 63.1 119.6 140.0 140A 37' - - 269 393 109.1 7 3 ffi 03.8 105.9 /402 110.0 12' - - F.4 911 z 42• - p 4S' 03• - 40.6 f21 13SA 110.0 48' toe- - - 84.1 r' 53-1/0' - 43.9 MS 121.9 140A 53-1/6• - - 3 782 369 729. MCI) 147.0 60' - - 673 � 40 8 �' - - 811 66• - 35.4 els 9aa 117.0 86' - 72• - 3Z4 012 ODA 140.0 72' 2 0674" 314 802 872 140.0 74•26.1 74.0 140.0 140.0 140.0 19-1/6' 3 140.0 03.0 110.4 140.0 140.0 26-1/2•472 101.0 140.0 140.0 70' - - 3 3 . - 382.5 120.7 140.0 s7' - - = 284 7• 02 {y - a$ 72.8 100.4 140.0 42' - - 264 711 S 46' 74-1/4' - 29.7 63.7 ell. 140.0 4S• 120' - _ 222 6/J fj 53_1/11' M- 0.3 04.1 tido 63-1/e-. - - - - 564 74.4 140A 60' - - - 49A . �•. 67.7 131.0 60' ,72' 120:17Y60.4 1i19 74' - -74' 1 X i BTD.TUBE ( I S BTD�let M-31 -.-gTUH2 1 X 4 81D.TUBS 2 Y,M.91168 2"X EMMM - 7 MIND "M PC 70002 PR!)DUC7R IN16 1 6A117670 MMUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. �� l N• fb (INTERPOLATION BETWEEN WIDTHS ALLOWED) ey droWin9_. MULLIONS - 85-062 i u DBSiON LOAD CAPACITY-PSP DESIGN LOAD CAPACITY -`P8P . DESIGN LOAD CAPACITY-PSP WINDOW 19119. ANCHORS'TYPE 11D4004-DIPS. ANCHORS TYPE WINDOW-Outs. ANCHORS TYPE a YflOWI(DQ SPAN A2 A4 AA8 M4 AAA2 AM4 BE !84 SPAN AE M -AB AA4 AAA2 AAA4 92 84 .WW"'(1� SPAN AB A4 AAR 1.0.04 AAAI AAA4. 02 443 003 50.1 100.4 1183 11654 109] 0 19-1/0' 140.0 140.0 140.0 140.0 1400 140.0 1{OA /NA 19-1/M 09.6 139.1 751 140.0 91.4 140.0 1{0:0 140.0: 19-1/6 0 28-1/2' 109A 140.0 124A 140.0 14W 140.0 1{0.0 140.0 20-1/Y - S0.2 100.4 061 1131 60.0 132A 123.1 INA 26-1/Y' 31.9 63:9 38Z 723 420 04'1: 78.9' 110.0 20.2 66.1 321 04.0 37.1 - 7{� N.7< 139.3 30• 97.1 1{0.0 110.1 110.0 127.0 140.0 140.0 INA 30' 443 66.7 50.3 SODA 60.3 1169 1093 140A� � �! {SJ 259 SIA 30.1 00:1� 56.5 113.0 361 711 NJ elJ 403 94. ae.9 140.0 37' 20.2 402 22A 43,7 263 03:0 463 ws 77• 70.7 140.0 60.2 140.0 1034 INA 400.0 1.40.0 3Y 31.7 03.3 33.1 71A 41.6 B13 70.2- 140A 42' 4Y 69.3 130.7 70.1 1{0.0 61.1 140.0 110.0 1.00.0 4Y - 302 201 40,0 233 46:4 43.5 67.1 41' 30-]/8' 60.7 121.3 SSA 137.6 792 140.0 140.0 IA0.0 46' 64' 27.7 56.4 311 621 38.4 7Y-2 .00.4 .130.1 40' 132' - 361 �O w 53-1/6' 84.8 109.6 6ZR 124.3 721 140.0 135.3 IMA 63-1/6' 231 50.1 7e.{ 60J 321 66.6 61.6 123.7. 63-1/6• - _ �1 - � 374 ��'. as ST 40:5 97.1 55.0 110.1 QJ 127.6 119.0 1' .0 40 2R3 44.3 26.1 60.3 29.1 56.3 54.7 '100.5 60' _ 25.7 - 29.1 - 73:7 31.73 633 �+90 !6' 44.1 60.8 60.0 100.1 SIA 1UA 100.(1 1',40.0 96• 20Z 40.3 22.! 40.7 20.3 531 491 Nb N• _ 231 _ 20.7 - 30.! 29.0, 50.1 F4 37A 271 411 24.3 40.8 401 91.2 7Y -a• 7Y 104 601 459 91.7 632 106.3 961 1,NA 7Y _ 223 - 301 28Z Sib - 144_ J 4 _7.3 44.4 SU _ 74' __Z4- _39.3__-MZ----SEA -52-_10.1.4_3E2_]{0�_-14-- 406 612 40.0 921 633 10&9 1003 /NA < ; 19-1/6' 1154 140.0 130.0 /NA 1400 INA 140'0 140.0 19-I/6' 60.9 121.7 NA 1]6.0 80.0 110.0 140.0 140.0 f0-1/e' li 2(1.3 $61 312 16.1 355 771 724 140.0 2h1/Y 13.] 140.0 14.6 110.0 100.6 INA 140.0 t{OA 26-1/Y 43A nA NA 99.6 57.7 116.0 t00b INA: 26-1/Y 51.7 21.3 SB.7 311 SEA R1.0' 127.7 t 30' 73A 140.0 014 140.0 10.7 140A 140.0 140. 30' 361 77.6 HA t1A 51.0 102.0 /3.B 110.0 30' 2fA 411 216 47.6 27.6 56.1 St9i 1016 31.5 621 36.7 71.4 41.4 02.7 77.7 140.0 37' 371 - 4tA 243 461. 15.9. 913 37' 59.7 119.3 n.7 135.3 70.4 140.0 140.0 1'MA JY 27.7 554 31.4 62A 354 721 .60.4 .1 A 42' - _ A 4Y 526 105.1 40.6 119.2 90.1 1303 129. .1,10.0 42' - _32.3 - 36.7 213 423 N-2 467 50-5/6' 40.0 921 621 104.] 654 120.0 1110 140.0M' 66' 241 40.5 271 SSA 31.! 61. 691 111.0 b' tµ� - �Z _ / - 354 30.1. 72.1 33-1/6' 413 83.1 47.1 94Z 61.6 1402 102.6 140A 53-1/8 21.1 431 Y4J 40.7 20.8 57. 84.1 1062 33-1/0' - 251 - - N 2!3 341 31.9 631 Z 30.11 221 44A glib 51. 47.9 951 !0' 23'6 _ ,40.7 - 30A Sea:7 80.1 jp 60• 30.8 73 41.7 0.1.4 40.4 947 902 /401 N' - 36.7 201 401 !3Z 40.4 -43b .67.1 N' - �S 66' 33.4 JIL937*975J 44.0 n9 826 140.0 66' 21A - 24.4 . - 20:3 261 53.2 72• 30.7 69.5 40.3 60.0 76.7 i.NA Sr - 32.3 - 36.7 213 424 399 7!A 7Y - .. 7 211 Rab - 77A 251. 519 - 3f4 - 36.7 20.7 41.1 36. 77.7' 74' Kp 74' 291 n.7 361 754 73:6 140:0 74' Wm p 19-1/0' 927' 149.0 1219- 140.0140.0 40.0 19"-1/e' 54.1 100.2 11:4 122.7 71:1 /4OA W7.8 -/401 26-1/2' 66.9 140.0 911 140.0 140.0 140.0 26-1/2• 39.0 70.1 44J 661 513 1021 90.4140.070 34.5 NA 39.1 78.2 40.3 !0.7 a" 140.059.1 134.1 77.7 740.0. 1NA 740.0 30• 560 31.7 63.4 34.8 734 89.0 130.1. y� 37' 47.9 90.9 54.4 1057 630 120.0 116.4 1;10.0 3Y - 26.0 MiCHORS 09 Ancom 10 Z �fi$ Y4.6 403 27.1 661 32.4 64b 809 1217 l $MIS 4 DAN 6 4Y 423 841 47.9 9S. SSJ 111.0 704 3 140 0 42' Z 41' 6Y 37.0 73.9 41A MA 169 97.1 912 1,40.0 N' 108' 21.6 411. 24.4 16.9 26.3 81.7 63Z 1054 SK CWXF FOR CAPAarc 390 221 443 258 513 40.1 963 �j 53-1/8' ]].4 96.6 ]7.9 757 431 nb .624 140.0 53'a. - 343 _ 39.1 227 . 453 42.6 052 . 60' 299 54.1 33.5 nA 349 77.7 73A 1;40.0 40' - - �� :�� ; 00 31.4 35A 2DA 41.2 30.7 77.4 vF1r1 m /� P10011Ct Y69 317 30.8 61.0 30.3 70. -90.4 1327 68' 20.7 32.6 - 371 '304 `71A 1M1UlON . 7Y 24.6 403 271 951 324 04. 40.8 13(.7 7Y - - . . ....._ 28.0 - 31.7 - 36A- ..341e6A 74' 24A -47.9 27.2 64:4 -.314_. ANUM Q3.0 .692 111:4- FIV 40.7 n.4 85.R 110.0 e4A: 128.0 (2D.2 710.0 1 19-1/0' 71.7 140.0 M•2 110.0 .103.{ 140.. 140.0 1'40A 361 703 3/J 79.7 NZ /Z4 40.0140.0P1g0UfA Pe0011Cf 26-1/2' SOA It3A 04.4 128. 74J 110.0 INA 1'40.0 QLAM30• 50.2 1003 691 117. H1 131-2 123.9 31A 92.1 362 70.4 'N. 81.6 789 140.0 PROOTIC( PIl00UC73Y 40.7 61.3 40.1 923 033 1099 100.4 140.0 25R 603 20.6 n.I 311 60.2 121 124 342• 359 717 40.0 613 471 942 00.5 1!40.0 22.2 14,3 23.1 44D 291 013 047 100.0 35.6141 254 811 E7.>!46' 74-1/4' 31.4 62.7 350 71.1 413 62.4 77.4 .1;40.0 120' 30.( - NJ 210 "40.1 433 86483_1/6• 25:3 '60.7 32.1 843 37! 74.6 609 IY9.Y - .WI - : 31:0 - 352 20.4 N.e Ss.3 764 >e .. 60' 26.1 50.1 21.1 SOA 331 06:0 6/A 1230 1111' 263 _ 32A - 37.1 343 W.7 -r 4g• 228 45.8 211 81.7 30.0 OVA 88.3 1'120 _ 10' - 2!3 - - k1.0_...AtA. .611.. TYP1^•1 1AULI InN ARRANGEM r n' - 901.' - 7r '90;1►_ ;.1.6. 21.7_. X7,4. ,UA :34,9.- . 1!. .1.0;<•3. �.2 _ 48.6 74' 203 40.7 23.1 40.1 53 267 3 50.2 100.4 74• 2 NOTE: FIX 512ej'mpb 'Aodm99°.WCARA ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER : LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. By drawl" no. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) FANCHORS 1 ! 1/4'DIA TAPCONS EN:OW � � +• . 1/4•CIA.TAPCONS OY'RYf 1J4'OW TAPCONS BY YIW 1-1/4UK WOW PENETRATION 1/4'M TAPCONS BY 1-1/{•�•WOOD PENETRATION MN.WOOD PENETRATION {PFA CUP(t ON EACH 1-1/4'MN.Y10002 PER 1`YIN. t PER CUP(1 ON EACH MNIO �• 1 PER AN 1'MDL 1'MW EDGE DIST. r 1 II C1 n u � tevALUMSAM'1rooD eudc 1 1 u �x 1 -- U u 2 x 4 x 1 B' OR ter WOOD BUS I I 111—;_,uyY_ --------- STRUCTURE— 1 It i Id s - ROOD STRUCTURE 1 1 1 I 1 1 1 /14 SMS -.. 1 1 1 4 SMS 1 1 1 I 1 1 t PER ANGLE 1 1 1 t t Pf71 ANGLE 1 1 I 1 fl11ATN0 Cl1P 1 1_3/4'O.C.Wi RAVING CUP 1-3/4.O.C.WL 1 1 1 1 t FOR S'TIME O.C.YW. FOR All 0711ER T11BE5 W 0 yg 3 L 1/4'DIA UPC"eY W1/4'pA TAPCONS'8Y W 2 1/4'ON.TAPCONS er'I11Y' EMM 1/4'DIA TAPOONS BY YIW' 1-1/4'MK`EMBED �O 11x#AAt/4EtE OR KOOM _ m t1OO i-1/4•YN.BY - 1-1/4'UK EMBFA 1_3/4. IMO CONCRETE MBLOCx NO CONCRETE OR EMMBLM - RAO CONCRETE OR mm N � 4 PER CUP(1 ON FAdI WM). t PFA ANGIE 1-3/4'WN. t PER CLIP(1 ON EACH WIND) 1 PER YW. _ -.t 1- z nti EDGE 01ST. •-1'. •.1.t - �'t -t' - Z 3 `� Z v �:, t i•. 111N. v.' ..' Ste 1 t u 1 t u yN -19Y. 1 1 UUI• . iM _ � 1 t x t x 1 B• _ ------- HOOD SUCK 1 E I 1 /+ 1 1 ALU11 1 1 /14 SYSANGLE j j ■ ¢ --------- 1 NDoo etxxc . sms t PE111ilta.E .' RA'ITR'1Q CLIP1 FOR r um 1-3/4.0 O.C.UK 1 C R It 1 I 1 1-3/4'O.Q.+� 1 .. i - FLOAlI1lO CLP 1 t t FOR All O1HER TUBES . - z ANCHORS TYPE 'A4' ANCHORS PE ' -- TY 'A9' ugQL ' - Ew..Y n Moo FRODUCEREVISW ' CMLaiwPW r4vd*dM1`d IAPCONI61AY BE M OR RAT HPA ALL CLPS 10 flT SNUG RTTO TIDE YULUDINS.• f�-06 ' 1/4'OA.RAPCONS BY'ITw* 1/4'WA.TAPCONS BY W ' ' 1/4•olA.iAPCONs eY'Rvf 1/4*OA.TAPCONS BY'IW 1-1/4'UK EMBED INTO t1il50HRY BRDCIfS 1-1/4•IMM.EMBED WTO 2RMA52 PQt BLOCKS 0 - 1-1/4'MIN.EMBED WTD MASONRY SLDCK6 1-1/4'MW.EMBED INTO MASONRY BLOCKS i- 4 PER q1P(2.ON EACHI PER WL .WINO r 1-3/4'MW. 2 PER RLP 11 O1 EACH WING EoOE OST. Y �O1 e EDGE DIsf. MIL 1 cc 2z2% 1 e' I1 1 _ 14 SMS SWIS1 PE11I _ _ --"2-P14ANOL- ElM7M10 ORP 1 1 1-3/4"0.C•MIL t RWWO I ' 1-31,/4.O.C.MIN. , = I I I FOR 7mm FOR 12LLL/OWiER TUBES ^ r s/InHORG TYPE 'AAM' Z MLHORS TYPE •A& 1/4.Ut TAPCONS-BY hi W' 1/4•DM.TAPCOHS BY'af Z� 8 1/4.01h TAPCDNS BY rnl 1/4'OYL TAPCDNS BY'B1Y 1-1/4'IeN.EMBED Oro CONfxiE1E i-1/a'YW.EYBm W2 PER CRETE 1-1/4•MW.EMBED WTO CONCREM 1-t/4•MW.EMBED WM COOICRETE 1-3/4' {PER ax(2 ON EACH WW6 2 PER J M Pat WL 1-3/4-MIN. 2 PER CLIP(1 ON EACH VMC OST. 3• < 0041..1 EDGE OW. ..t. r., '1 I •�• 11 a: L+ ^ u � = 2x2x1e' R ' 2x2x1e' ' ®i Ai!!Y 1 1 14 SMS AURI 0 + Ii 2 PF�AN" ' R ^- 2 PERI MiOLE , 1 ! 1 f1DAiW6 G1P Co,C, i ERavl!1G UP 1 I 1-7/4.0.C.MIN. 4 aa S'1118E s s/ YIN. - 1 ' FOR Ill 07HFR.RUBES.._ c ANCHORS TYPE 'AM'i ^_ �cNORS TYPE 'AAA2 PROEM=ow nw PE >uun Me. € rT aul4s3s tty k i All ILPS/o FR slut ww RUBE WuLDNS• 1'aPCORS ANY BE HEX-OR Eld'-HEAD: _ -L BP` ._ &OWItIt, RO. . � X195-06A METAL STRUCTURES /14 SYS OR 1/4'MS 14 SMS OR 1/4'TEKS g METAL STRUCTURES 14 SYS OR 1/C TEKS 14 SYS OR 1/4-TEKS (STEED OR ALLY. i/B'M81 THICK) 4 PER CUP 2 PER ANTU 7 (STEEL OR ALUM. 1/8'WIN.11MCR) 2 PER ANGLE STEEL:FY-3e KSI YIN. 2 ON EACH WIG) O 3 PER CLP STEEL:FY-30 KSI Aare. (I ON EACH WING) _ - f603-15 AL UM:8003-TS MBL It II 14 SYSU 2 R•2 X IJML f2 PLNANOIEI f IUANA 1 1-3 FO O.C.AN.- --- 1 POR]•TUBE f I--- — PtOAIBUi-CLIP i-1 -0/4'-0:0.101--- j 1 RMTWO CLIP 2�P AN= I f 1 y S/��ElY4 PER AN= � eggs dQ 1-3/4O.C.101 SC A F ' an1rHOR� TYPE •B4' eTtGHOR� TYPE 'B2' IJ4j, ALL CUPS W FIT SNI10 7UET:YW11018. Z UG TAPCONS MAY BE HEX 011 fLAT FIEAD. - ? /14 SMS 0 1-1/2-O.C.MOL 2 PER CHAIEL(1%2 t 1X3 YUBES) LWai 3 PIX CIWYI0.(1X4 t 2XTTIAE LION m c w ♦PER CHANNEL(2 In I ZEti.� 001/0'THICK ALUM LEN01HSHIA INTO W" Y SE N07�IIE0 '. y A3 9NOWN W ALLOR ISWL+LTKI f 1 MILK LOIT ATEA ASSEMBLY I 014 SYS 1 1-1/2'O.C.101. 1 2 PFA CLP WO 3 PER CUP ! - R ACCm HOLE 4 P • _ g5 I1FBS SCREW fiW BE ND HOMOPER UCAL PRODUCTREVLUD F A.PEU 02Is ampy6s�BrPlarYeCAM widilkil X1/0'(FOR 23/4•X r X 1/6 FOR(1 W ( - TNUG_W FIT SWIDE TUBE - Mpg-QQA ANCHOR DETAIL !1 Wk ro METAL C W€iW NOTICE OF PRODUCT CERTIFICATION , Company: JELD-WEN Exterior Doors Certification No.: NI021082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamath Falls,OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sideliles(wood frame) \ i Spe4cations Tested To: TAS 2021202/203-94 The"Notice of Product Certification"is only valid if the NAM Certification Label.has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertirication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANS!). Inswing Glazed Design Water Missile Test Report Number Configuration or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312"x 6110" +6600 10.0 psf Yes CTL.A-696W Single Max Panel Size: 3.0"x 6'8" OX/XO Installation Details: S-2104 1-8 O/S Door-Opaque 4'5"x 6'10" +6600 10.0 psi Door-Yes CTLA-6%W Single w/Sidelite Sidelile-Glazed Sidelite-No Max Panel Size: 3.0"x 61" Sidelite DLA:6"x 5'3"(1/8"Tempered Class) OXO Installation Details: S-2104(1$ O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes C[LA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3.0"x 618" Sidelite DIA:6"x 5'3"(1/8"Tempered Glass) XX Installation Details: S-2104 IS O/S Doors-Opaque 6'3"x 6110" +57/-57 8.55 psf Doors-Yes CTIA-696W Double t Max Panel Size: 3'0"x 61" OXXO Installation Waits: S-2104 1-9 ! O/S Doors-Opaque 8'11"x 6'!0" +57/-57 8.55 psf Door-Yes CTIA-696W Double N/Sidelites Sideliles-Claud Sidelites-No Max Panel Size: 3'0"x 6.8" Sidelite DLO:6"x 5'3"(118"Tempered Glass) - • — Installation Details: S-2104 14 National Accreditation&Management Institute,IncJ4794 George Washington Memorial Highway/Hayes,VA 0 Tel: (804)684-5124/Fax: (804)684-5122 • i NAMI AUTHORIZED SIGNATURE: ��.at��y�7�-y� 71.5'MIX.OA FRAME swmm 70.25'WK.OA FfWIE WIDIN JEL �1 LN® Steel .675'M. .,25' 75' .75-MULL ,5.5-WUt.OA 36.tA WU.ID oA M'MAX OA 875' 36 whit IDA 1 DO IV. Som AtIE N101H crsArEac+arraAFrrwoacmrlFa�aAEsrmoulsMawc w/,S,� gwEL WTorn+ TIP..wwEL wnTM "1 awEL MTN Icy- YACT6O01Fb1OUNTT aWY)AOTFFB0gZlES g GENERAL NOTES ® ® ® ® ® ® V m 61ACTNE ACTIVE 6'W. 1. THIS PRODUCT IS DESIGNED TO COMPLY MRN THE CURRENT FLORIDA BULDING M. �. � �• OA OL0. CODE AND HIGH VELOCITY HURRICANE ZONE INLAY REOUI EMENTS MAX. YO* NDIM 3 2. ill=BUCI(3 6Y OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER OA OA LORDS T THE SIRUCMIDE. _ J.PRODUCT ANCHORS SMALL BE AS LISTED AND SPACED PER ANCHOR LOCATION PANEL FANNER 63123' d DRAWINGS ANCHOR EMBEDMENT TO BASE WTERK SHALL BE BEYOND WALL HEIGHT IEXiO Wx• W stucco. OA �A>td 1.SEE TABLE�I ON BE SFW FOR DESNYI PRESSURE RATMCS. B1.n' 00 .00 6t.25' ° D.LO. S. THIS PRODUCT MEAS THE WATER WOIAREIENIS FOR'MMI-ZONES SEE MAX. • MAX. HEIGHT OA • THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IIPA,CT RATED AND 00 NOT REQUIRE MIAMI-DADE HEw HppR APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-RADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED nn FOR SIDEUON. o 6.SIDELINES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLEall .o CONFIGURATION. L I I 0.75' 0.625' dD UNfr low)w/NON-NPACT a3 ` 0.625' ` RESAN:MIAL INSIAATEDSTEEL 0OO11ICamrebaF Mr I tXXALE OUISIMNC RFA[T IIRT fxXl p�O GGi COMPONENT C0NSTRUCTIONS: 37.75'MAK.OA VE1ED FROM E7OEIt10R 107'MAX.OA-FRAME WIDTH 875' Z face enacts_21 .75'INAL 15.5'MAX.OA 9a.(0.020 mlrirnum Thickness.Calearriied Steel A-SIS FRAME WDiN .125' commwawl quality-AKDO per ASTM 620 wfh average mlammu n pAd T- J6.IS-Wx.OA BAR TVP. SDELITE FRAME WIDTH strength Fy(ove.)r21,600 psi. .875'TVP. J6'YAx.OA PANEL WIDTH 36'Wx.OA 11"WR OA E-pwdtd Polytlp M With 1.0 to 1.25 Lbs./d derwify,by PANEL WIDTH x PANEL wDTN PANEL,WIDTH Oaor Pend .....�..' The odiw and wwcbw Panay ore cwwbwted from 21FA (0.020'min.)geharited steel. The face sheet tops and Whom,or, benl W o.er the t and bottom rah The ® ® Coco 6-MAX n 00 top LVL roR measures t.67" ride a 1.012•nigh. The steel bottom roil is roe famed 0.021-gel.wiieed . INICTA£ ACTIVE OA D.L.O. sled mnsumq 1.67-Wide, 111'high. The sides d Mw fact sheet ore 80' 80- �' �' WIDTH roll famed onto The LVL latch stife and Pondraso Pine huge stile Which MAX. MAX. Y measure 1.67'0. 1.0". The intrtor comity is NMA With po"Iyrwre. The OA OA G shoes am Owed to do fixedt .s!.: 144 sash is constructed from 2/GA (0.020•min.)goNaired fE'IfHi i. PANEL PANEL6J 5' o sisal. The edges d the fan sheet ore bent g0.over Uw pokviyram,con, and glued to it. The sideate ponds are routed to receive Lae 6,.25' °0 8t.25' ° QL.O. OA Francs or the optional TmTy tight frarrws.(See alae! 7 for 9Win9 MAX. MAX. _ HEI details.) The 6Te frames ore sealed r/OSO ghw^9 compound an the OA • f •_. edME erior. FRA . Frww Canstructtioav n The from" e Constructed from Penderaw Pine pmbs HEIGHT HEIGHT 12 memurirg 1.25'Wide a 1.5625'deep.The door sed siddile head jambs 1 i ave mortised oral batt*W to iii Sipe jambs and Woehed with(3) t6Gil 2', 7/16'«own ww staples.The_urtty a standard bwrp face Pwmso no t1WWraM measuring 1.011'deeps 1:0'IigA�'As INasheM is aMachsd feU---4 a a 10 the frww with 3 16FA 2',7 16'crown-win TABLE OF COMIElIfS 0.675' 0.75" 1s Ut lyre HMR/OXXO)w/MON-WPACi SOW OU15 W IMPACT UNIT W0.625' � F / JIM YIEILEO FROM E17E71tlR 2NOTES AND AND IN OF A VIEWED FRDIM YA TABLE 1: ��Z�:'' P ' oh2 la J AL CROW Df5II1 P1E'SS1A1f MTMG-t60E 1wFA 7p Aeolis By: �� N.T.S. 1 AL GROSS 110 Miam Rro1wDBNF 6 LARDED -*: "7..-7 * Ora.er: NJ 6 ANCHOIJwIG loGTtoNs AND ED"UNIT S-MIY�.T ) *66 pd-70 pot T ust W S. SiFFELL GRAZING DEUR.S RY signed by Nterrrws F Nonni.v.E - % ° P': OMNI"M. 8 COMPOIEMS B��IM NOVOW 4 +57 pd-S7 pd •1 am appmrAng this docunwnt �.'��• �2 0� Bt6ID6'IG DROPS.INC. 5-2101 .2011.05.01 T7S13S-01'00' �[ �� Awhe:101-644-6957 ass Fas:107-644-2366 SHIM 0►. w 0.75'41N. CONCRETE/ 0.75'YIN. EDGE DISI. L/ASOINRY 51 EDGE OISi. AKSO 51 1 DOOR ADA FACE SHEET 24GOL 0.020 OW STEEL 1.50' BY OTHE 1.50' BY 0 2 FRAME fEAD FINGER JOMTED P17NDEROSA "DO YIN. MIN. HINGE AWB JOIRED POMAER054m WOOD ' 0.250 EMB. 1" 19 EMB. e" 19 FILAIE UTCN AItK JOeRED POfQROS1 PNE MD00 SHIM 2 D 7 DOOR LATCH SiXF e ON►SMW PBM MWF ileESHOL0 µ016NDy 2 44 BRAD iRIY NAIL 16GA.X 1 YLE1pN CAP ¢ � 0. � yiii ii 10 COYPRWON FOAM N SEE DETAIL 7 11 SFIY SEE DETAIL 7 / 3 1 TOP ow lvL ON SHEET 5 1 ON SHEET 5 12 DOOR BO1T04 RAIL .O= 13 DOOR HINGE STU(IN=JOIMED PONDEROSA PMIS MOOD d q 1 E N6TE 6 ON J 1 14 10 r 1 3 4 PFH MOOD SCREW W = SHE 4 29 SEE NOTE 3 15 LOCK BLOCK FINGER JOKiED PONDEROSA MOOD 41 10 SHE, 4 16 3 16 ITW TAPCON ANCHOR W 1 1 4 EMBED. Sim 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib.1d BY JELD-WEN FOAM 1.750'MIN 1.750'MIN. NOi 77717 PANEL TFL( USED PANEL THK. 3 19 ROOD SUB BUCK WOOD 17 20 SHY 0.25 MAIL THK.HIGH DEMISRI'PLASTIC OR GREATER _ t KMKSE'T KNOB SEE MOTE SHE �I 2 3 n9aU TRAM 700 SERIES OEAOBMT i SHOWN STESTEEL o J e x 1 1 PIASCREW ODL UIE FRAME N 45 24 +2 PFH MOOD SCREW Sim ♦ 25 e+2 1 PFH WOOD SCREW c 0.125'WIN. ?6 10 x t PFH W000 SCREW IIPERI4L ASTRAGAL ro DOOR �i GLASS THK. 27 IO r 2 Pf1N MOOD SCREWSIM MULLION 81.25' ftlffB�E 80.0• 1T9ffBlQR FXIEB�S 2299 SlJCONE� CR LAWRENCE 33 C 1WTO0 � s1.25' 8i1.0' 30 GUZKG COYPDIKND DSD BY $ ' IM MAX' �' MAX. SEE GLAZING mu. JI BRAD TRIM NAIL 16OA■J 4 J OUIRIFR.RBIIMD. D.A. OA OA DETAILS. SHEET PANAEI. ) DUARiER ROUND SbEUIE STOP FRAME PANEL FRAME 7 CORNER BLOCKS FOR DOOR BOTTOM RAIL HEIGHT WOOD HEIGHT HEIGHT HEIGHT HOF � ]+ SOILAGE om SET 1 Sim 35 SCHAGE DEADBOLiNOT SHOWNSim 36 SOEL/IE STEEL FACE SHEET 24GOL 11 Sim SEE NOTE 2 ON 3 37 t ASS TEMPERED CLBY ppm SHE 4 2 LRE FRAME SG POLYCOM PP55)0 Cg YPROP. � �r 39 PRESSURE TREATED MULLION BAR (3/4-x 4 9 t6 x 81 14 P.T.M000 40 AIAAAMAI EXIRIAED ASBtVA BY AfUW ALIAWIUM 38 41 ASnPGAL SnW PLATE W MENU STEEL 1 42 w ON WWAGE SERIES .. Sim R 36 43 YALE OEADBMT HERITAGE SERIES fNOT SHOWN STEEL 1 E NOTE 6 ON 1 44 SDEUTE FRAME HEAD.SILL AND AWES(FINGER imn POMr)ERIM PINE) M000 f 0 T• ♦29 45 lRE I NK BY TRMe1Y FOR 1 LG.11. POLVROP. E:TES8 ON 32 46 1 I451RATm TEIPERED GLASS TRINITY AMPWOCLASSSTEEL EE NOTE 9 ONi6SHi. 4 163 Hi. ♦ SEE 48 1 KSIAAIED TEMPERED GLASS 1RIel1 A1IMC YPROP. LASS SDETAIL 7 NOTE 3 4 FRAME SCREW r I 1 LONG PMHEAD B 12 ON SHEET 5 ON . 4 50 COMPOUND 1199 31 51 J10 MOOD INSTALLATION SCREW W1 1.50 YIL EIABE04EMf SHED _^ 4♦ �x� ' UTpN PULE-� AA AN SJ LATCH t w - '_ 1 1.25' S ^ 1.25' ANN• P�2 oac 9-I I-OI CONCRETE/ PrgipaA B/' swx N.T.S. WIN 2.50'YM� CO RETE/ �B• 1.75' 2.50'MNV� 'it 7 _ 01ST *_ oar.N JWJ EMB. BY OTHERS MIN. EDGE DISE BY OTHERS T o Naa.or.S. SAFFELL t'A1 VERTICAL CROSS_ SECTION r; �� a,..a b; tAq HI HAM THRESHOLD �11ANERTICAL CROSS SECTION '. `� BIIIDI4c O1toP5 S-2104 P1wae 407-644-eI67 ...c `as» Far.♦07-64t-2J66 slat Z o� SEE NOTE 4 25 19 2 4 s 7 1 15 SEE NOTE 7 ON�• 4 11 4 34 13 6 s 6 J 19 ON SHT 4 EXfE'BIOB �g d 1.730•MLN PANEL TIK Q w► . IE•. \ / or OTHERS 0.75•Y EDGE .• e. sl 10 1 t 1 1 10 sl a75•HN. '• ONSHEETSHEET DETAAL5 SEE DETAE 5 / ." EDGE 01ST. o ON SHEET 5 •, 0150•MAX HOR110NTAL CROSS SECTION ®_HOR120NTAL CROSS SECTION lei z 1:50•MIN. SHBI LATCH JAMB BU K HM JAM O U K 0 CONCKV EMBED. .50'MIT. MASONRY J EMBED. BY OTHERS Str SEENOTE 12 ON SHE 4 4 ASTRAGAL THRW BOLTS(2)TOTAL. (1 EACH) 1 15 1 7 4 52 J 1 15 214 34 fl� O.Jt'DN■9.0'La AT TOP t BOTTOM j INACTI E7fffBI0S ACTIVE SEE NOTE 1 SHL 4 lo oo, //j/j/ j j//j jj j j/ e , sae \ / 10 ASTRAGAL TO STILE ATT%QWW 1.750'MMI NOTE REM 244 NOT SIM THIS PANEL IHK VIEW FOR"rfi Awnloose - < SEE NOTE 44 I SEE ��tom;•• 'P 9-11-01 ON THIS ON SHT. 4SHE� 10 1 1 -0 Prpw�d Bl' �v+[ N.T.S. as or. ,RrJ HOR120NTAL CRO55 SECTION 00L a 5. SAFML r AT M IAL S-2104 r `aa. Fafc 407-e02Mf low -.JL SEE 3 ON�SI�f 4 44 2 9 4 5 7 1 15 21 4 34 1 6 5 6 3 9 44 14 CIN sf�lf 4 7 3 4 4 SEE NOTE 3 1.750'MIN. ON SHT. 4 3 l 6 PANEL.TW. 3 1 �+ 3 SEE GLAZING / \ > 10 / / \\' SEE NOTE 2 10 SEE NOTE 5 \ ON SHIT. 4 SHEET SEE NOTE 5 4 SE SEE NOTE 6 z9 %// , 1 1 1 ON SHR. / ��\ ATE 6 ON SW. 4 ON SHE 1 SEE DETAIL 5 SEE DETAIL 5 0.750' ON SHEET 5 ON SHEET s 0.750• SEE GLAZING 4 39 39 DETAMS,SHEET 7 HORIZONTAL CROSS SECTION IZONTAL CR SS SE T10N sa Q LI U H JAMB A 1 I 0 WIN JAM >=A MOTES' CONCRETE/ SEE NOTE 3 I. SPACING FOR REM/26 THE/10 r t'PRI SCREMS ATTACH M THE IMPERIAL ASTRAGAL To THE NACRVE DOOR IS BY MASODimNRY 5 19 2 4 31 ON SHT. 4 3 AS FOLLOW FROM THE TOP DOWN t THE BOTTOM Lo• 1.0-. 1.5'.4.0;5.5' 13.0. 18.0't 26.07. 2. SPACING FOR MEIN/23 TiE/8 r 1 1/2'RASCREW R AS FOLLOWS. SEE GL4ZMIf, � TOP t BOMK nLY MM •10'N FROM EACH CORNER. 3 3 3 45 4 DETAILS. SHEET 7 r. ON THE ffi WI ICALIY.FOR RITC =-10. 13.0.26.0. 39.0, S2.0't 63.0' I SPACING FOR REM/31 THE 16GA r 3/4'BW TRW NIM.ATUCHING THE QUARTER ROLM TO THE SDEUTE AND � REM 19 THE 16GOL X 1'BRAD TRIM NLN,ATiACHING THE(MILLION GAP TO THE MULLION BAR VENTIGI(LY. 6 AS FOLLOWS- TDP t BOTTOM HORIZOMTALY(FOR NE 3/8'QLmonn ROULLJ)• 1.25'N FROM EACH CORNER WITH �� EXTERIOR R (1)(N0.MD-sAW. ON THE crYr WEIMCALLY(FOR BOTH 3/8•QUAIM ROUND t MULLION CAPk 1.25'FROM EACH ENO t 5110 MORE EOUALLr SPACED ON 11E FETA. 4. WHEN ATTACHING THE STRNE RATE TO THE JA16 AND BUCK USE REM/25.A IS r 2 1/2'PM WOOD SCREW. • • \ 0.125'MN. INTERIOR MEN ATTACHING G THE SnW RATE TO TiE AAD SDAMB EUTE JAT THE MILLION USE REM/24,A/8 r 2' \ GLASS THIO. KIN WOOD SCREW. 5. SPICING FOR RHEM/25 THE/8 r 2 1/2'PFH WOOD SCRE1rS ATIACM THE JAMBS TOGETHER AT THE MULLION. ••..• �. 6 AS FOLLOWS 6.0•FROM EACH VORTICAL CORNER MTH(4)MORE SCREWS EQUALLY SPACED ON TWFIELD. SEE NOTE 2 2 IL THE SIOELRE AAMa Is SECURED INTO THE SIOELOIE A"W/ITEM/29 SILOCONE CART(ON THREE SLOES AND ON SHE 4 � RTZ RO SECTION J/8 OlIAR1ER ROUNDS SECURED WTTH REL/31 BRAD TRIM NAILS r 3/4•LONG. 0.)S'MN. ��\ SEE NOTE 6 `4�Ari) r U K 7. WHEN ATQIGING THE HINGE TO THE 4416 AND BUCK USE REM/27,A/IO r 1'PFH SCREW. WEN ATTACHING EDGE DISi a• \ 2 ON SHT. 4 ♦�A THE NIF IIGE TO THE 41116 AND SMIELRTE AW THE MULLION REM/14,A/10 r 1 J/�•PFH W000 SCREW. 5 F. ILLI 8. SPACING FOR ITEM/49 THE/6 r 1 1/2'PANEAD SCREW(IRM UFEFRAIE)IS AS FOLLOWS .. SEE DETAIL 5114,:'' 1 p nal 9-11-01 SMITEOFsy�s FROM ROP DAN sLri 315: 18.0625: 32.8125: 47.5625'&62.625' ON SHEET 5 ' r r:0 ply soae N.TS. �Df UTEFIb11E TRP t BOTT011.FROM THE IFFY•ONE(I)SCREW AT 4.4375' • e _ — .. * i k _ rLa Wr JWU 9. ALIETINIE 00NCRETE/IIlSfI6Y NSTALU110N ANCHORS OF ETOIIINIENf PERFDRWANCE CHARAC MISTICS CAN LE 0150 WUU W S .�. as m I SAFFELL USED UPON AP1W ft OF THE ARC HRECT OR DOM OF RECORD FAR THE PROJECT OF INSTALLATION. �. SHIM �a �V r U wws is 10. USE RMBS EM/51 EN RS 4 LM KM WOOD SLRNTE AT HEM t JAMBS 115E REM/25 WEN NSTALLINC INTO MIM USE REIN OA JIG MSWAIM NCO OONCRETE/INSCIMY SUBSTRATE AT SDELITE SILLS. E11�' '� •�� RL�ene�407 5-2104 LwL �sw Fec 407-601-21116 str•:of 74.50'MAX. OA FRAME MTN 70.25'MAX. OA FRAME WID SEE DETAIL 2 ON THIS SHT. SEE DETAIL 4 4.50'TYP. 9.00'TV. 00'TYP. ON TFIS SHT. 3.00' F5 6.00'IYP. 6.00"TYP. 12.50' 1 3.00" 00'TYP. SEE DETAIL 4 Z H.00'NP. —1 ON THIS SNR. W 6 7YP. 1 I I I 1 1 1 1 7.375' 6 - - - _ 7.J75' d 51 \ W = 51 51 \ TYP TYP. IYP. S1, 5 - SEE NOTE 5 - - 31' ON SHEET 4 5 SPACES SPACES 0 13.10 SEE DETAIL 5 0 13.85• SEE DETAIL 5 ON THIS SHT. - r ON iFMs SHE - 81.25" 81.25' / MAX o MAX. OA 1 25 '^ FRAME I 1 FRAME I��' _ TYP. NET _ 5.50'I 1 / C 1 Jr s g s JI' — — J6.62s' 1 6 36.625' .- 16 4f 1YP. II — _ �' 3.00' 00'TYP. 6.00 7.00•np 12.125' 3.00' 7.00'NP. 1YP. .15'MIN. o_ C-SINK. R immomw ' SEE DETAIL T. / �\ ON THIS SHT. SINUDOLS EE DOOR WHOLT SMITES ANCHOR LOG:TKMIS F DDDR WITH SFR dS ANCHOR LOCATIONS AWED NROu IRERIOR tiIETYEO FROM INIERKIR I S 5 SEE NOTE 10 25 — 16 14 2 SEE NOTE SHEETN T'4 / ON SHEET 4 \ \ 41 / \ I uuhii lERSINK FOR TION ANCHORS o E / \ � \ I I S F. i u I 6 5.50' I I 24 5. I I 242 5 ort: 9-11-0I \ p 41 1 6 1 1 SEE NOTE - Z 7 O PreporM By. SCALE: N.T.S. \ \ = iwi 4� SAfTFIl 5 — 5 �pp�'. P,r lt� 1 v 1 mMww w.: DETAIL 2 - 0 HEAD.uMB DETAI 3 - 0 THRESHOL DETAIL 4. 5 D� �, i. 5 -21D4 ASTRAGAL STRIKE PLATE ASTRAM STRIKE PLATE HINGES TO JAMB t DOOR STRIKE PLATES TO ASTRAGAL STRIT PLATES TO dAMB , '��• `` �-644- a.w PFm w7�IiNtl66T swu-`.OF JL 107.00•MAIL OA FRAME IVIDTH 37.75'MU. OA FRAME WWTH m$+ SEE DETAIL 2 ON SHEET 5 W "LSEE DETAIL 4 4.50'M. 16.41•TtV ON SHEET 5 3 • 3.00' foo 'TYP. 13.41•TYR 3.00' . 6.00'TYP. 6.00•TYP ' .00'M. �� SEE DETAIL 4 d 6 IYP. I I III 1 1 1 I I 1 1 _ 6 TYP. 6 TYP. _ _ 7.375 ON SHEET s z37s- 51 51 ` U 51 _ TV. 7YP. 6 5 SEE NOTE 5 5 SPACES 55 31• 31' u SPACES ON SHEET 4 SPACES O 11.54' 0 13.85* 25 0 13.85 — — 81.15' — SEE DETAIL 5— 81.25 SEE DEVIL 6 MAX. ON SHEET 5 MAX ON SHEET 5r OA FROlAL1E FRAME _ _ 5.so'I i 15 _ H 5.50' _ — J6.625' 36.625' 16 n J.OD• 3.00' 00'TV. 6.00' 3.00' 7.00.7YP. 7.00•TYP. Y IYP. TYP. i e SEE DETAIL 3 curd F DOOR WDHOLR S RES ANCHOR LOC�110N5 ON SHEET 5 VIEWED FROM WIERIOR n DOLBLE DOOR WITH SIDELITES ANCHOR�OO)IONS _ • VIEWED FROM WiER10R F. q�gy awc: N.T.S. iwi tL. Fid` aw or.5. SAFFELL i� 7644-407 �7 5-2101 Phumpm Baan Fac 407-644-2366 sMFtt a t 50 3 3 EXTERIOR 5 C 0.125WN. m TEMP. GLASS KNESS INTERIOR 050'CLASS BITE SEE NOTE 2 1 29 5 29 4 2 ON SNF. 4 EXTERIOR 0.500.WN. ODL U"FEMKWWgANGLJE PANE CLASS W 0.125'TEMP. '* 0.250 1/8'70000 GLASS "AIR SPARTECH CLASS SPACE h POlYCOM PP5530 C13 $� ' i 25' .50' 0125-TEMP. INTERIOR 0.50 w- mm EPT GLASS 5 CLASS STEfl.SPACER 1 2 2 { 5 4 { �NOTE 8 IL ON SHL 4 EXTERIOR 0.125'TEMP. w GLASS 1 w 1/2"WRILATM TDOV"GLASS 1.000 WN LUPOY EU-5007 Tw. •�.AIR SPACE 4 l INTERIOR 75'+.50' 0.125"TEMP. 0.50'STEEL SPACER CLASS ALL CUZING OOTF1CINbVi0N5 GLASS VV4L COLDLY wH svM SEE NOTE 8 B� CLAM 5 OUR�D { 1 ON SHT. / F N FOC SECipN 2106. 34t••�• ��'G 9-11-01 I"MISIMTL71 TEOM CLASS 7 Awe Br aar KLY LLPOY EU-5007jw -'t• ' +t 4© -. �-P � '��• � o�c 4r.S. SIiFE11 � T S-2Ta mmon 14 � for 407-W-23K sir atm i t 7Fi60 —1 �1.670' . r 1. r,.670• _T r + - 1.1,0 1.105•" ,%� , 1.000• _1 ii��i�—i 1.aoo• 1.061- a7b0• _ 0500• O 24GA( 13Ig '� P 00 � 1 L►1 „ O 2 3 I lUO2" SZ + ++ POApMU P9V --I I---o's13• i I— 1.645- -+�0,25• \ Fi L j 1 O.831' 0.3w, o 0.500• 1.51x' �–�–r 1.SN• 1.TI-1. 0 Iso-I 1 0.530- . 1.750--I :�1.750--II 1.521" 1519'--� 2•~,0SOMEl�L -LOM 005 650 nL_L�111• o NDf r 3 0'LOw POLrPaoP. V FOLVPSOP. is � Q L.W.-{ mmm Pwx LITE 101 imlo L Tit xw Kam URE 1pf YAJERW OOL PLASM E pf 6M1ERNl I APPR04E0 UNDER 1 107-Gom APPROKD UNDER�1/07-0t1?B.Ot F1.150• 0.161• 1.109'� _ - APPR0 W t*M /t- e j I ansa 0.611' O O.M. ®0373' 0 0.375---1 F–� O ASWAGk MS rM0 0.3125• 1.500' O 1.736.0.675 ❑ O OKs 9•LONG BOLLS: 2.137'1.012 0 PNS 2'�• Q O I ON TOP. f ON BOJ106I O � 1 O O 4.025* I 0 y 1.375- f— L t.3a1• J--- ao9Y—_�� 06063 11 ASIBAGAI.5115,0'a�tr /10008 UTCN�*� tic DOOR �R71 � 4.000'—� O(�L 0.125• �� --�"' � STEEL) S1EEl OB01i SlarrF aur Y8 inim w S1EEL PSIS(51.25'LONG) (D4-!;F--, �Ooqr l 1 1.575' r1.710--� DYl INRn wm , ., 0552• 1.000- ►, E„sm / �% �`Z$• •140- 96sERr NX* 9-11-01 IS fr�ER P9IE // $' ►•:` ,` cm w`aSM ELL oERosA '�br t 5-2106 h \127 W.Fairbanks Ave. BUILDING DROPS Suite 438 Winter Park,Fl.32789 A Perfect Solution in Every Drop 407.644.6957 PH 407.644.2366 FX Certificate of Authorization:29578 contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites for Florida Product Approval Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 ,* Method: 1—A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JEL.D-WEN, inc. 3737 Lakeport Blvd. `�.�SES F.., 0 Klamath Fills, OR. 97601 :T�Q":''•�• � 7 O • Prepared by: _ * — llerines F. Norcro, 1'.1:. -o • T T Florida Professional Engineer#73778 �O OQ, :• �� Date: 05/01/2012 �� fit` ....••' C9 Contents: i is Evaluation Report Pages 1—4N,; Installation Details Pages 5 Digitally signed by Hermes F Norero;P.E. Hermes F.Norero,P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' IlkBUILDING DROPS FL#: isssg.l A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. -Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005,Method is of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact Sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F.Norero,P.E. As Florida No,73778 Page 2 of 5 h BUILDING DROPS FL#: 55SS. A Perfect Solution in Every Drop Date: 05/01/2012 Cerdfkate of Authorization:29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through s National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date:11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 17 r Hermes F.Norero,P.E. Florida No.73778 Page 3 of-5 ry BUILDING DROPS FL*: 57558• � A Perfect Solution In Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(IX),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 1 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 5 ti r BUILDING DROPS FL#: sssFl Date: 05/01/2012 A Perfect Solution in Every Drop Report No: 2035 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites n _ it ._- _._. s rrP. i ( n i°i�-_'-�- i.. .i i( I Iii—i--_i i 7i- _I � T.W. I I III III _ _,_- - 5 L 5 $PACf; SPArr'; I 4 13.85- d I I I I I —L--'I------ 1—J----�'-•-_="1� 3.U0' (YP. - IY"P �._ ,7.00" it10 YP. � 710rtG, " ' Y3^ r;P q rrr r..(10 I TI II� "11 I p i I Itiill 11 c I_ I.::__.� i 'I SrAc �I I IIiI n 1154" - - Hermes F.Norero,P.E. Florida No.73778 Page 5 of 5 I ' ' MIAMI BADE MIAMI-DADE COUNTY L� T CONTROL SECTION ON AFFAIRS(PERA) DEPARTMENT OF PERMFI'TING,ENVIRONMENT,AND REGULATORY 1 SW 26 Street,Room ON 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mmm.mismidadeeovibulldina Florida Stnrm Panels,Inc. 14475 NW 26`h Avenue Opa-Lacka,Florida 33054 ,SCOPE: a'his NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section 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. PERA 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: G°HPMA/Performance System 2"Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No.AD 10-28,titled"System 2 Aluminum Accordion Shutter",sheets 1 through 10 of 10,prepared by MCY Engineering, Inc.,dated May 13,2010, last revision#2 dated March 16,2012, signed and sealed by Yiping Wang,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 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,city, state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203, 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#10-0930.12 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4, E-5,&E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. &d.� NOA No. 12-0326.11 MiaMwADe 1 uMrir Expiration Date:04/23/2016 ¢119 f Zo j2 Approval Date:04/19/2012 Page 1 i Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#01-0328.02 A. DRAWINGS 1. Drawing No. 01-069, titled " HPMA /Performance System I Accordion Shutter", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated March 26, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS J. See Association's generic approval number 01-0026. C. CALCULATIONS 1. See Association's generic approval number 01-0026. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval number 01-0026. E. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 22, 2001, certifying this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels &Accordions, Inc. to use the test results approved under Dade County Approval No. 01-0026, signed by Mr. Jeffry T. Robinson. 2. Acknowledgment letter by Florida Storm Panels &Accordions, Inc. dated March 22, 2001, signed by Mr. Victor V. Cruz. 3. Letter by Tilteco, Inc., dated March 27, 2001, certifying that the drawing (No. 01- 069) prepared for Florida Storm Panels & Accordions, Inc., signed and sealed by Walter A. Tillit Jr., P.E., is engineering wise identical to Hurricane Protection Manufacturers Association, Inc. generic drawing(No. 00-120). 4. Acceptance Letter issued to Mr. Victor V. Cruz on April 16, 2001, and returned signed by Mr. Victor V. Cruz on April 16, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-1203.01 A. DRAWINGS 1. Drawing No. 02-481, titled "Performance System 1 Accordion Shutter ", sheets I through 6 of 6,prepared by Tilteco, Inc., dated October 14, 2002, last revision #1 dated October 14, 2002 signed and sealed Walter A. Tillit, Jr., P.E. Mimi A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No. 12-0326.11 Expiration Date: 04/23/2016 Approval Date: 04/19/2012 E- 1 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated December 04, 2002, stating that the only change from the previous approved drawings is general note numbers I and 11. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0105.03 A. DRAWINGS 1. Drawing No. 05-344, titled " Performance System 1 Accordion Shutter. ", sheets 1 through 6 of 6,prepared by Tilteco, Inc., dated November 11, 2005, last revision #1 dated November 11, 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 05-0323. C. CALCULATIONS 1. See Association's generic approval under 05-0323. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05-0323. F. STATEMENTS 1. Letter by Tilteco Inc., dated November 14, 2005, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing(No. 05-344)prepared for Florida Storm Panels&Accordions, Inc. is engineering wise identical to HPMA's generic drawing(No. 05-118). 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated December 14, 2005, signed and sealed by the Corporate Seal. my A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No. 12-0326.11 Expiration Date:04/23/2016 Approval Date: 04/19/2012 E-2 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-0328.04 A. DRAWINGS 1. Drawing No. 07-052, titled "Performance System 2 Accordion Shutter ", sheets I through 6 of 6,prepared by Tilteco, Inc., dated March 19, 2007, signed and sealed by Walter A. Tillit Jr., P.E., on March 21, 2007. B. TESTS 1. See Association's generic approval under 07-2513. C. CALCULATIONS 1. See Association's generic approval under 07-2513. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07-2513. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 06, 2 00 7, certifying this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels&Accordions, Inc. to use the test results approved under Miami Dade County Approval No. 07-2513, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels &Accordions, Inc. dated March 06, 2007, signed by Mr. Henry Revilla. 3. Letter by Tilteco Inc., dated March 21, 2007, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing(No. 07-052)prepared for Florida Storm Panels &Accordions, Inc. is engineering wise identical to HPMA's generic drawing(No. 06-219). 4. Acceptance Letter issued to Mr. Henry Revilla on May 19, 2007 and returned signed by Mr. Henry Revilla on May 21, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. gat Pffinij A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No. 12-0326.11 Expiration Date:04/23/2016 Approval Date: 04/19/2012 E-3 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-1028.08 A. DRAWINGS 1. Drawing No. 09-042, titled "Performance System 2 Accordion Shutter ", sheets 1 through 10 of 10,prepared by Tilteco, Inc., last revision #1 dated March 19, 2009, signed and sealed by Walter A. Tillit Jr., P.E., on September 23, 2009. B. TESTS 1. See Association's generic approval under 09-0645. C. CALCULATIONS 1. See Association's generic approval under 09-0645. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 09-0645. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 23, 2009, certifying this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels&Accordions, Inc. to use the test results approved under Miami Dade County Approval No. 09-0645, signed by Mr. Henry Revilla, 2. Acknowledgment letter by Florida Storm Panels&Accordions, Inc. dated September 23, 2009, signed by Mr. Henry Revilla. 3. Letter by Tilteco Inc., dated September 23,2009, signed and sealed by Mr. Walter A. Tillit, Jr., P,K, certifying that the drawing(No. 09-042)prepared for Florida Storm Panels &Accordions, Inc. is engineering wise identical to HPMA's generic drawing(No. 09-035). Imy A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No.12-0326.11 Expiration Date:04/23/2016 Approval Date:04/19/2012 E-4 Florida Storm Panels Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0930.12 A. DRAWINGS 1. Drawing No. AD10-28, 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 OS, 2010, signed and sealed by Yiping 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 ofproduct tested and approved, and allowing Florida Storm Panels, Inc. to use the test results approved under Miami Dade County Approval No. 10-0710, signed by Mr. Henry Revilla, 2. Acknowledgment letter by Florida Storm Panels, Inc. dated February 10, 2011, signed by Mr. Henry Revilla. 3. Letter by MCY Engineering, Inc., dated February 02, 2011, signed and sealed by Yipping Wang, P.E., certifying that the drawing(No. AD]0-28)prepared for Florida Storm Panels, Inc. is engineering wise identical to HPMA's generic drawing(No. AD10-12). 4. Acceptance Letter issued to Mr. Henry Revilla on February 16, 2011 and returned signed by Mr. Henry Revilla on February 17, 2011, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. elmy A. Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No. 12-0326.11 Expiration Date: 04/23/2016 Approval Date: 04/19/2012 E-5 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD10-28, titled "System.2 Aluminum Accordion Shutter ", sheets I through 10 of 10,prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #2 dated March 16, 2012, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 12-0736. C. CALCULATIONS 1. See Association's generic approval under 12-0736. D. QUALITY ASSURANCE 1. By Miami-Dade County Department OF Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 12-0736. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 19, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels, Inc. to use the test results approved under Miami Dade County Approval No. 12-0736, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels, Inc. dated March 19, 2012, signed by Mr. Henry Revilla. 3. Letter by MCY Engineering, Inc., dated March 19, 2012, signed and sealed by Yipping Wang, P.E., certifying that the drawing(No. ADI 0-28)prepared for Florida Storm Panels, Inc. is engineering wise identical to HPMA's generic drawing(No. AD10-12). Helmy A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No. 12-0326.11 Expiration Date: 04/23/2016 Approval Date: 04/19/2012 E-6 GENERAL NOTES: KSS@ TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) "� z 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). TYPE A. 1/4"DIA.ITW TAPCON BY ITW BUILDER 2.STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE#14 x 3",410 HT MINIMUM SERIES W/135.0 ksi YIELD Fu=120 KSI,Fy=92 KSI STRENGTH&180 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS INTO CONCRETE fc'=3000 PSI AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA.19381. 1-3/4"MIN.EMBED V 2-1/2"MIN.EDGE DISTANCE 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 ksi. �� 0 TYPE Al. INTO CONCRETE BLOCK g$ •c 4.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE 1-1/4"MIN.EMBED ti e BEYOND WALL DRESSING OR STUCCO. 2-1/2'MIN.EDGE DISTANCE 5.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. z 0.6 TYPE B. 1/4"-20 CALK-IN BY'POWERS'FASTENERS � s 6 6.WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE,G=0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO INTO CONCRETE fc'=3000 PSI z f o THE STRUCTURE. 7/8"MIN.EMBED it j c 3"MIN.EDGE DISTANCE W i w 7.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. TYPE B1. INTO CONCRETE BLOCK z 8 � 7/8"MIN.EMBED Z yz "! .9 8.BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 3"MIN.EDGE DISTANCE W] 9.SHUTTER'S COMPONENTS ARE PATENT PENDING. TYPE C. 1/4"CRETE-FLEX SS4 MASONRY ANCHOR BY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE "ELCO"CONSTRUCTION PRODUCTS m 6 WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE Fu=120 KSI,Fy=92 KSI ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. INTO CONCRETE fc'=3000 PSI 13/4*MIN.EMBED W 11.A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE 21/2"MIN.EDGE DISTANCE FEMALE CENTERMATE BLADE(COMPONENT H).ONE LABEL SHALL BE PLACED FOR EVERY OPENING. TYPE Cl. INTO CONCRETE BLOCK LABEL SHALL READ AS FOLLOWS: 1 1/4"MIN.EMBED 1 Z 2 1/2"MIN.EDGE DISTANCE m FLORIDA STORM PANELS,INC. OPA LOCKA,FLORIDA NOTES: w :d MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2"AND a QLL# LESS THAN MIN.EDGE DISTANCE SPECIFIED ABOVE THE a 12.(a)THIS PRODUCT APPROVAL DOCUMENT(PAD.)PREPARED BY THIS ENGINEER IS GENERIC. ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: z (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS f a o PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON ANCHOR TYPE A,&Al:REDUCTION FACTOR=0.77 a o m THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. ANCHOR TYPE B&B1:REDUCTION FACTOR-0.50 N O (c)THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. ANCHOR TYPE C&Cl:REDUCTION FACTOR=0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL FOR THE RESULTING ANCHOR SPACE BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE EQUAL OR GREATER THAN 3". \\II,I+lr1+++rrfrrf P.A.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.A.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. q.`' �� •. PRODUCTRBVISED 0a1mPlYing with the Fknida c.p0 3 (e)THIS PAD.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT Building Code PREPARED IT. AcoeplmweNoi -OISL(s.11Ex Mud Due By Control 5 T y1D10-28 MMIDA COUMY ,''ffff •N`\� I OF ID 2.495° 3.172' 2.048• S z 6 e ROA&- Y ,.870' 883',.870" 1. .18r i.bBt" S • .075' 1, 0--�.076" ,587 1.15T MV i.b91' o [� 1.273" 1. .100• b o $ 125 .b02 P g} S .OB 1.043' 2" -Lr -r-1 3 R .07 1250' 75- - . 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"?<Z?�W� LL$4) 4.371'- 3.431' 5 gn `"i ' I•,I FEMALE CENTERMATE BLADE MALE CENTERMATE BLADE 7 SCALE:3/e'-I' 1 ALUMINUM TUBES z y GI MALE/FEMALE PERFORA ED BLADE G1 MALE/MALE SOLID BLADE _ 25, sc4LE:a/e'- < Q (2)HOLES FOR \hl� O 4ALLMA. 0: O POP RNE78 N OJ 083' ee .875' Dg"� 6'MPI $ I ALUMINUM ANGLE 18'-1S S.S.L1.5. Ll .313'-'-,�' S1 THUMBSCREW I W b TMWABSCPEW ry�-•� 11r-- o 0 I t 111 ^a- I 5'Mex.AS APPLICABLE %��C K�K LOCKING PIN(OPTIONAL �J Qt0 ,i I PRODUCT RE With dW 1:1.344' .Y..._1.fi(!0' epi K uctNOplylRgwiththeflorida� V CA.N.28 q SGLLE:3/9'- I' Ipg a No 55983 ••':* �„ \ BRASS NICKEL PLATED 5/18'0 X 1'3.S.M.S 41- I $�ayi�W, J PUSH BUTTON LOCK J1 W/PLASTIC KNOB LOCK -7.000"Max.AS APPLICABLEk /i O(� ALUMINUM ANGLE i duct Cortrol •� STA �/ AD10-28 COMPONENTS L1 P• 2, MIAMI DADE COUNTY .cF'' O R��•'C?�� z oe to .1 Md�"1'9'012 MAXIMUM DESIGN PRESSURE RATING"Pd"(PSF) a AND CORRESPONDING MAXIMUM SPAN"L"SCHEDULE. A B B' B9 69 {( C C1 or B) @ A MAXIMUM MAXIMUM SHUTTER SPAN MINIMUM SEPARATION Fe g FOR ALL SECTIONS a DESIGN LOAD TO GLASS(In.) A 'Pd"(PSF) rn.vwaEl.ewm w..r,NEr.tFnon+ ALL SECTIONS F O/ L.pt) I-M) 40 13'-2' 14'-1' 3.0 LU I I 1 ✓ or 1 a 45 1Y-9" 14'-1" 3.0 I H V 3.0 LU SEE NOTES ON SHEET 50 1Y-5" 14'-1' ). n = 7 OF 10 FOR LOCKING 55 17-2" 13'-5" 3.0 SPECIflCATIONS a 60 11'-11" - —. 1Y-10" 3.0 w 65 111-8" 12'-4' 3.0 N Z 70 11'-5" 11'-11" 3.0 e Z o 75 11'-3' 111-8' 3.0 Z Q W o BO 11'-1" 11'-Y 3.0 a Z W 0 N °� 85 W-10" 10'-10'- 3.0 (L w � G R E zz �m a 80 10'-8' 17.6 3.0 c W .s O > O '` 95 10'-3' 10'3' 2.875111 = U m 5 co +1 E1 f 100 10' 10' 2.875 ro '1 105 9'-9" 9'-9" 2.626 110 9'-6' 91-6' 2.5 115 914' 9'4' 2.5 OR ©OR© 120 7-1° 9'-1' 2.5 � 125 8'-10' 8'-10" 2.6OD + ORO OR® TOP/BOTTOM(OPTIONAL) of d 130 8'-6° 8'-6" 2.375 KW Z 135 _ 8'-Y 2.375 TYPICAL ELEVATION o :3 ; . a`aLL 140 T-11• 2.375 N.T.S. m¢ j Q� U 145 - T-7' 2.375 Z N p INSTRUCTION: 150 74' 2.375 j aa, K O 156 r-Y 2.375 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ONN O 8 160 8'-11^ 2.375 VELOCITY.BUILDING HEIGHT,WIND ZONE USING APPLICABLY ASCE 7 f U. STANDARD. 155 8'48' 2.375 j STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING Ol 170 8 8^ 2.375 CHARTS ON SHEET 3.MAX.DESIGN LOAD FROM CHART HAS TO BE 175 0'4" 2.375 GREATER THAN DESIGN WIND LOAD FROM STEP 1. AW ,,� 150 6'•2" 2.375 STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE PRODUCC R6VI38DI�RC616 �' °An 185 8' 2.375 AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE w wytvy�+9vA[h Wo PImWn -;Z-Al INV •• ANCHOR DETAIL USED. Ampfs N NO 55883 190 - 5'-10' 2.375 p"Deft e-o i O— l 196 - 5'-8' 2.375 Mum AWA, dao •R V'-,C / ^ADnnIaO�u-e 2,a8l O MANI COUNTY 4�F••(p R IO••C��,` a oe fo MAR 'I X12012 3 � ONCRETE ANCHORS CONC ETE ANCHORS POURED CONCRETE (SEE SCHEDULE) POURED CONCRETE (SEE HEDULE) REQUIRED E e ORCONCRETE BLOCK WALL i REWIRED 014 x X6.8,SMS.W/V1610 EDGE OF SLAB MAXIMUM DESIGN PRESSURE RATING"Pd"(PSF)AND CORRESPONDING a 7A1'LONG NYLON BUSHMIG P .4 IF APPLICABLE MAXIMUM ANCHOR SPACING(In.)SCHEDULE.-+ (TYP.TOP 8 BOTTOM) �I A 14 x 2'S.S. SECTION A(TOP/BOTTOM) SECTION B(TOP/80l-fOM)B1 9yOTTOM) q S.M.S.(TYP• MAAMUM SHUTTER SUBSTRATE CONCRETE I SUBSTRATE BLOCK SUBSTRATE CONCRETE LM OP 6 BOTTOM) 014 x r B.S.S.M.S.W/7/16'0 z wB 3 7/8'LONG NYLON BUSHING ��6'�� SPAR ANGIGR ANCNQi AR.7 AMC Ancxoa ANCHOR ANCHGR AM;MdI (TyP.TOP 8 BOTTOM) �'� TYPE A TYPE a TYPE C TYPE 1 TYPE a1 TYPE Gt TYPEA TYPE a TYPE C U 60" 9 9 9 4.5 4 7 6 6 6 I'; I 78 9 9 9 3.5 3 5.5 6 6 6 e !I Li ry i 60 96 8 7.5 8 4.5 6 8 6 0$ LI L 014 x r S.S. 120 6 B 6.6 3.5 6 6 8 v j S.M.S.(Typ. 144• 5 5 5.5 - - 3 6 6 6 FOR Wn.SEPAWRATION EE SCHEDUL TW 8 BOTTOM) 154• 5 4.5 5 6 6 6 V 8 r r FOR MI, TO GLASS G�® SEPARATION O aR® 60" 9 9 9 4 3.5 BS 6 6 6 z Il G: TO GLASS NG 65 78 9 8.5 9 3 5 8 6 6 n Z e 96 7 7 7.5 - 4 6 6 6 Z<<j N GLg3 GGLAASS. 120" 5.5 6.5 6 3 B 6 6 W w 6T o 148' 4.5 4.5 44 8 5.5 6 W p �Ff A 80' B 9 9 4 3S 6 6 6 6 Z Q e m 78 8 8 8.5 3 4.5 6 6 6 Z Z 70 Be 6.5 6.5 7 3.5 6 6 6 } t �y I 12(' 5.5 5 5.5 3 6 6 6 D 143" 4.5 4.5 4.5 5.5 5.5 B m tF E OPTIONAL 60" 9 9 9 1 3.5 3 5 6 8 6 S n TOP/BOG g Le TOM) 78 7 7 7.5 4 8 1 B 16 #14x314"S.S. 80 96 6 5.5 6 - 3 6 6 8 OPTIONAL S.M.S.a IrO.C. XT I 120' 4.5 4,5 5 - 6 6 6 •V✓_ -lJ TOP/BOTTOM) 1•�I' EDGE OF SUB 134' 4 4 4.5 5.5 a 6 ItI IF APPLICABLE 80• 7.5 7.5 8 4 8 6 6 7 / ., 78 5.5 5.5 6 - - 3 8 8 8 In O (SEEWCHEDULTE E 1� 96 4.5 4.5 6 8 6 8 Q Z y POURED CONCRETE OR CONCRETE POURED RETE CONCRETE ANCHORS - - V) W 120' 3.5 3.5 4 5 4.5 8 'p .� o BLOCKWALLRE•Q1URED REQU (BEE SCHEDULE) 60' 3.5 3.5 4 6 4,5 6 Q Z Wt•�i WALL MOUNTING INSTALLATION CEILING$FLOOR MOUNTING INSTALLATION 195 66 3.5 3 3.5 4.5 a ss a a.R LL SECTION A SECTION B f N .P..:yr .o...:.v.•.:• F0 a O Z ySD0 O �d K O LL I b OPTIONAL el TOHING /BO OMj \\,\111111 10, EDGE EDGE OF SUB IF APPLICABLE `% P G �I ED. D. PRODUCI'RBVISW �PE X551183 PVM -..EDGE OF SLAB : I! aE Complying wills the Pl0lida ICQNS888A.IP APPLICABLE Building CodeAm ptanee No qZL�-.(oy3ZZ/ypr10. CONCRETE ANCHORS POURED CONCRETE CONCRETE ANCHORSiatDmlgj(�POURED CONCRETE REQUIRED(SEE SCHEDULE) REWIRE-D 0VON CENTER FLOOR MOUNTING INSTALLATION FLOOR MOUNTING INSTALLATION Mtua(Da aCaMCi � 0P SECTION B1 SECTION B2 MWII woE COUNrr ��'��i4Sj R\,E�C�`�� 4 of 10 MAR 19 2012 MAXIMUM DESIGN PRESSURE RATING'Pd*(PSF)AND CORRESPONDING MAXIMUM ANCHOR SPACING(in.)SCHEDULE.+ SECTM C TORBOTTOM SECTION Cl BOTTOMp. g $z R MAXIMUMSHUTTER SUBSTRATE CONCRETE SUBSTRATE BLOCK SUBSTRATE CONCRETE SUBSTRATE BLOCK a?Z $4= OESIONLOAD SPAN -Pd-TSF) inlay ANCHOR A,,m ANC110R TYPEANCHOR ANQIO ANCHOR ANCHOR etvCHOR ANCHOR ANCHOR ANCHOR �$$ A TWEB ttPEC TYPE Al TYPE81 TYPECi TYFEA TYPEB TMMC T-AI T P-0 SQ&t 60' B 6 6 6 5.5 6 6 6 6 6 6 6 1g- 78' 8 8 6 5 4.5 6 6 6 6 5.5 4.5 6 60 96' 8 6 6 4 3.5 6 6 6 6 4.5 4 6 u a 120" 6 6 6 3 6 1 8 8 8 3.5 3 5.5 (� POURED CONCRETE 144' 8 6 6 4 8 6 8 4.5 OR CONCRETE BLOCK WALL REQUIRED 154' 6 6 6 4 8 6 6 4 0 on CONCRETE ANCHORS 1l4'&20x3/4'S.S.BOLTS 60' 6 6 6 6 5 6 6 6 6 5.5 6 u (SEE SCHEDULE) W/NUT 8 WASHER®9"O.C. 78 g 8 fi 4.5 4 6 6 8 5 4.5 8 ,rim •m OR N14 x3/4•S.M.S. 65 a 09'O.C. 96 6 6 6 3.5 3 5.5 6 6 6 4 3.5 6 U 8^ w L 2 120" 8 6 6 3 4.5 6 6 6 3 5 aL a - _- 1,MIR. 148' 8 6 B 3.5 8 8 6 1 4 1z h -- EQ Q Z I 60' 8 6 6 5.5 5 8.5 6 6 6 6 5.5 6 j7/-fr x3"S.S.S.M.S.W/7116'6 x 70 78 6 6 6 4 3.5 6.5 6 6 6 4.5 4 6 W Z $ ONG NriOP!BUSHMG 96 B g 6 3.5 3 5.5 6 g 6 3.5 3 6 W O TOP 8 BOTTOM) 120' 8 B 6 4 6 6 6 3 4.5 6143' 6 6 6 - 3.5 6 6 6 4 Z?60" 6 6 6 4.5 4 7.5 6 6 6 5 4.5 6 78 6 8 6 3.5 3 5.5 6 6 6 4 3.5 6 0#14z2'SS. VS.M.S.(Typ.TOP 80 96 6 6 6 3 4.5 6 6 6 3 3 5&BOTTOM) 120" 6 6 6 - - 3.5 6 6 6 4 m 134" 6 5.5 6 - - 3 8 1 6 6 - 3.6 1 SEE SCHEDULE G°R® 80 6 6 3.5 3S 8 6 6 6 4 3.5 6 FOR MIn.SEPARATION - - TO CLASS 78 8 6 3 4.5 6 5 6 3 5 K 100 96 6 8 - 3.5 6 6 6 - - 4 120" 5 5 5.5 3 5 5.5 6 - 3 EXIST60' 5 5 5.5 - 3 5 5.5 6 1 3 195 66" 4.5 4.5 5 - 5 5 1 5.5 LJ 0 j z u aFa O Q f N m �azU II iJ1O iL <( 31 F E i I i i ),p ] Q 7CL V/ Vr O.. p 11 I POURED CONCRETE N OR CONCRETE BLOCK OPTIONAL 2 U. OPTIONAL WALL REQUIRED o i i -'�+Z BUSHING W BUSHING w .2 TOPIBOTTOM) yF TOPIBOTTOM) � } 3l4"S.M.S. N ®12'D.C. ,,111ti11i(f ildt 19'6.20X314'S.S.BOLTS W/NUT&WASHER 6 9'O.C. R I ,�o,L C.T,Q4yq (,4i OR#14x 314"S.M.S. �� FCplt(h R�dY 007 a 9'O.G 114 6-20x39'S.S.BOLTS PRODUCT REVISED SPE#55mCONCRETE ANCHORS(SEE CONCRETE ANCHORS WI NUT&WASHER 9'O.C. p 4blRplying vig1 Btt Floridn •5�S9B3 d1'AIa o (SEE SCHEDULE) OR N14 x 3/4'S.M.S. 90Ilding Code POURED CONCRETE SCHEDULE) ®9'O.C. ,'^ �, •" 01�°I "' J OR CONCRETE BLOCK WALL REQUIRED BUILD-OUT INSTALLATION BUILD-OUT INSTALLATION i qT� OIAtlp M6 SECTION Cl SECTION C 1rol a�S/K` Ft%'D MIAMI MI DADE COUNTY �,� zS/ O •••�``�1 8 OF 10 ff11 MAR 19 2012 o�A ANCHORS AT TUBE END SEE CHART BELOW .,) M ALUM.TUBES SEE CHART ON RIGHT AWM.TUBE SIZE OPE"WIDTH MAX.HEIGHT �A RTY �DESIGN LOAD ALUM.TUBE OR ANGLE ANCHORo it 1. _---- 2"x2"x1/8" 42" 88" 66 65MAX.WIDTH 2"x3"xt/8" 60" 88" 65 85 SHUTTER OPEN'G WIDTH a 78" 88" 57.3 62 V '' #14 SELF DRILLING 2"x4"x1B" 76' 64" 60 85 o G 7771 piz;j SCREW 6"O.C. I 1" 77" 85 (t i TYR a Il NN 6 MAX.DESIGN LOAD FOR TUBE SIZES 8. a ?tom- m i I i i ANCHOR TYPE USED SEE CHART ABOVE Or Z N (-' ( d e W� q 0 W MIN. 3"TYP. n 2 v M 'C N ym u ac -----------------__----_W---_____________- SEE SCHEDULE FOR Min.SEPARATION -+ TO GLASS O oda ----------------------------- -------------------------- ------------------- ea I I ALUM.TUBE OR ANGLE (�i7 TOP/BOTTOM(OPTIONAL_) k� OPTIONAL rA Z jj BUSHING 0 TOP/BOTTOM) D Z 1'Min. OPTIONAL•FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK w III Q Z m 2I I NOTCHED km'=>7500 PSI USE(2)-3/8"KWIK-BOLT 2 1/2"MIN.EMBED INTO 0 n Q LL I) (-' E.D. I 1/4'0-20x3/4"S.S.BOLTS OPTIONAL CONCRETE BLOCK 4'MIN.EDGE DIST.AND 4"SPACING 1 1/Z'MI W/NUT 8 WASHER @ 9"D.C. POSITION d UUy OR#14 x 314"S.M.S.@ 9"O.C. Z i-np8 o� MAXIMUM DESIGN PRESSURE RATING"Pd'(PSF)AND 2 C CORRESPONDING MAXIMUM ANCHOR SPACING(In.)SCHEDULE. YI a m POURED CONCRETE SECTION M BOTTOM h CONCRETE ANCHORS OR CONCRETE BLOCKMAXIMUM SHUTTER SUBSTRATE CONCRETE (SEE SCHEDULE) WALL REQUIRED DESIGN LOAD SPAN ANCHOR SPACING(k,.) 'Pd-(PSF) 0-4 BUILD-OUT INSTALLATION ""`"°"""E" "" °"TYPE` w s 60" 8.5 9 SECTION M Fl`DDU`TRE"{�D 72" 7 7.5 As eomPlYing with the Floddu '�5�E3 •" 65 84" 6 6.5 ABuilding Code iT ceplam No -ow, T w« Bxpl Uon Dam�'7jG. l/ .) Be. 5.5 8 OF oa�nla Iro. HY D et ontrol �, t�" �AD10-28 MIAMI(ADE COUNTY 0 ' i e • Y e AOlE3FW7lOC/OA'OOf®d® c i ,-PVBNBOTTOM LOCK�I.NV BE USEOFORMSTALUiKMS CORCREnAAOMORe SECURED FROM 711E OUTSIDE OP INSRIE OFS/NTTE0. ria SS 0'r— VMEN:TAU.r1-t-7lF OUTBIOEATIB".ROLE $g TKELBACKOF0TOTE %WWW SDP n amr..EA1pKtl6 F yIOA©y, I RNETS.A]]RR��MOLE MUST TNEN Bf ORnLEO AT�TO ®M-D.c ALIOWFOR(I�SPMTOPASB7HRU- O ©•O�®a® WHEN OISTALLM00R70M THE MBIDE,QMUST BE RIVETED Jh EQ. EQ. Ftpxw•a N.AORNIee TO®WT(3)MSVAUaa POP RIVETS.A 3WO HOLE °o =- Mat.vOP ANE701P— THEN BE DRILLED ALLOW FOR MUST THRU QAND©TO � G JQ'SPIN TOPASS TIM. U < /nlnna CarcnER ..._. W .__. _ -.__ _.._._ ___._ Y,•OAt'PORt m•altRaRtSNrSI•LOCK 0 MAY BE USED ALTERNATIVELY TO __-_ ___-- -_._.________._ ____ ------ _ ....- vrxTORTxT aIYaS MT• gyp. a� �• — — A'at TxYxAM•M iNGIANn FOA MBTALUT10N6 SECURED FROM THE 0117310E OTt MSIDE o -C —_ _ _ .__ _ ArvGIE OF BHUTTER.NTIB8 CA8EA N18.0110LE SHALLBE u .Dar,cn T}Bal®AND®-HOLE DRAlFO TOE�,As 8 BE Pt- TAPPED TOACCEPT ISTHREADS PER NICK MACHNE SCREW. NN . � Yl ro K Z 7; .00R.oN»N as. o:G: mDt�iN.waq f RDu,ax.r•aEEt ,+rae,•a•oAl ur„ural 1 �J or©7 yr:rcwr.r DArxTOA r. Q � rr a r..ss7•ra.t1Pu.wa (SEE NOTES) Z j L�tl 8 LONE:Aa••r O.RWOITAaWI A.orrEn Q'7 0 All AOLEi— ®R w Q CONCREK ANUgAa O.OM�p 2 ?Q 1 ®IY00. MC11�P O <m D F W f _ L— — Dearla=.n G —_ _— �, S '•] Raw U __ ._._.. ....._ ..__. -. V H - - AEBLean o�d 1OK 95• AvrKYwl 85' R,e.x•a N.a alae 4 D �' �0 r © t)/O ALVAL.Op RAEr�.W0.0. aawovnowL 6aonE0 E NOT WE NOTES) Arf FFaPAMIXE orTi,arnorllaorRo o�Eo+TtaMlnorrtn ALTERNATE CLOSURE DETAIL W /0 AY0.7PAN All E E AYAEfORNNgE �1 All J p4 D SECTION D1 (& MULTIPLES SHUTTERS) ONE SIDED SECTIO�nI t END CONNECTION DETAIL 0 (SEE NOTISI BONE:Mr•r K r. roaEcm ®iwivLa. N 2 ORI•x T.AIa` rJP ATTN tWF eMIl1B1- Z TA 718E POeT N60MOAT RFPK'AMF 0 ofqN�3 G pM11FAL10% weRlal H W =" AttRRrAMTuet ANRRMI Nr1Y' 0 T.Yx.1N1 / ararOw near NtE � U a Q(i 4 O AwMANeLE 2 Q f0 J ! RRCOuIEq b,k�l • O N�l 1 DEE NOTES) 7 >]]CC H tv ZZ Uj R§ aEia oAaatre MIXERaIe0TTE0 ANn POPAMEna Are IrosPAA ? a ab G ,.,�aR'P1 % ANDu .NYLON CAP DETAIL _QI p O'O uuNAAIN nME /roxWSa wxcREn AHCIpRb MIS-" N aMaatY,re ANxELL AEna POP ANEn rI ISOMETRIC Eoo1°"."AND,R,P SECTION E racRIPJ ELEVATION X 1n + »•r a,-xAEt (CORNER POST) y CYAMA.AIAiE (Typ-AT TOP 8 BOTTOM SIASS) N H K IE/1ttl SECTION© E1 PROIri1C7R8V)g¢u �� ' am MDR: Y acue:»••1• 7u oomplying withthe Florida •`A•AN.2867 ' sccAaAssAonN EC01,9'A'Ea J or�1 Building Code NO 65983 ro awrAArwarAunncw. (SEE NOTES) Acceptance NO -o3 Z 17.�� FaNaT a aeAa=>raau DnEn 2v/(� �. Adaµ MYLLF / DPAr,1Ka Ka 9'TAT�O F All M�iem CANTO 0 'ADHD-28 T' A<0 % 1 � MIAMI DADS COUNTY .. ` 7 OP 10 ETTTMfQ tt18 2012 91 GENERAL LIMITATIONS AND CONDISTIONS OF USE FOR e K G OR G1 BLADE ACCORDIAN SHUTTER SYSTEM WORKING IN UNISON WITH G' BLADES. "z A B B B 1 H F1 C C A OR 1. MAXIMUM SHUTTER SPAN AND PRESSURE RATING,MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR i- G'AND GV WORKING IN UNISON WITH G AND GI ARE AS PER SCHEDULES ON SHEET 3,4,5 8 S. 0 Q F oR F1 2. MAXIMUM PERFORATION AREA AT G',G1'IS±2.828'x 8.28'AND 011 MUST BE LOCATED WITHIN THE CENTRAL 50%OF THE BLADEJ ORJ 1 SPAN. L J J O PERFORATED BLADES G.01 MUST BE SOLID AT THE TOP AND u Q SEE NOTES ON SHEET BOTTOM 25%OF BLADES SPAN. W z 7 OF 10 FOR LOCKING d o I F SPECIFICATIONS 3. PERFORATED BLADES G',G1'SHALL BE INSTALLED AT EVERY 0 WR D OTHER BLADE(FREQUENCY). Z e W Q YS 4. CENTERMATES H,Ht MUST ALWAYS BE ACCOMPANIED BY (� a N TWO SOLID BLADES G.(3t AT EITHER SIDE OF EACH CENTERMATE. J 6 Z 0 u O STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. Z U Z 8. STARTERS CONNECTION TO EXISTING BUILDING OR TO W d ENDICORNER TUBES MUST BE AS PER DETAILS INDICATED ON Z Z a� ro . E SHEET 7. W 14 r R _ Q G' G G' G G' G G' G G G G G' G G' G G' dG G' U) L Q * or or or or or or or or or f m Ei 0 G G G 1 G1 G G G1 G1 ©GR©OR H ' ' SECTION S-S THRU G MALE/FEMALE BLADE k 41 TOP D E OR D1 OR® 10. 2 5re' z Z o tu _ TOP BOTTGM(OPTlONALJ 000 0 .30 " P. W Z ig 000 00 o p < �N 000 0 0 0 TYPICAL ELEVATION 00000000 0 C4 000000000 M 0 Oz 00000000 000000000 00000O Q 0000 o ga 00000000 000000000 e p N 0000000000 2 IL 00000000 �I 000000000 00000000 .11 TIP. y 000000000 00000000 00000000 `J1uvu�u�J TYPICAL G'PERFORATED ,:'FL �F fYvdr N 7• BLADE ELEVATION PRODUCTRBVfBED '''#525983 ��'•�• p comp( with the Florida *�' uJ�83 TYPICAL SHUTTER PLAN ^Iuu��,2- 2 q * I F _a.— M�iemi Dade r�f - JPD10-28 MIAMI RADE COUNTY �JJ S `_�� 8 OF 10 rrnnn MAR 19 2012 SPECIAL HI-PRESSURE RATING FOR FLOOR TO CEILING o INSTALLATIONS W/B',C', D'TRACKS&BLADES G2,G2A Q POURED CONCRETE REQUIRED p E EXISTING GLASS - KKK UPORW TA1314' J72' 5 - IIA1/4' EW TAPCON O.C.TYP.K 1 3H'MN. 5s t Is EMBEDMENT SAB FIMSNONG 114'01TW TAPCON / �n ,� I Ot8'O.C.ANY $_w I SW EMBEDMENT O Ir o.C. F1 W -__ J`EO. Eo. 014x3N•3.M.S.WtJtl80 POURED CONCRETE _.— _ H _ ._........ - ALUMPOP RIVET Or o. C REQUIRED yO U j POURED CONCRETE .......,.,,,...� _ .�_—=- -.. �R 1�1'OR 7'xr OR7 Ur x++? REQUIRED n --- _._____ - .-._ ._ - -__- _-- -- OR 112'x7OR Y•xr ORr . - 3'OR rx4.OR2•x 5•x.05T i EDGE OF SLAB - ... .. IM,THICK All,ANGLE IF APPLICABLE n __ an a WO KOLE FOR K g - FOR (� Ntm N 14 x 7 SS.S.M.S.W7118'0 LOCIONGPWAT 80- LOCKNGPB W 7/8' NG NYLON SISHNG STACKING POSR _ KXRM _ STACKING POSITION (Typ.TOP) (LOCATION VARIES) - —_ -_ _ __ _ (LOCATION VARIES) J 1 B.t73' —__(BEE NOT EB) OPEN OPTIONAL WED HOLE FOR MANGLE A MIDSPAN (a N N u I+4xrs9. SECTION G-G W p a S.M.S.QYp• Z U m 4 TOP d BOTTOM K B, F Z Z -K yp1 .2102-Min. EPEAATIO a W}J E- y v 1 m U TO GLASS 2.003• ._.I� 2:81(Or EXISTING m .828' .951' .528• AW' GLASS. '�� 20JD• b 6.OBD' 1.250•'� o q m H 1 G Ili .757' 1I Ig, .375' g.1.581•.817°p - il4.033' ,F" 3.87r c I I © HEAVY DUTY CEILING © HEAVY DUTY SILL 2 � HEADER y�A{ z 3 49ao z 04 x SM S.S. .028 1ffi-4`1.oBY a j1 &M.S.04 Uro c. �i EDGE OF SLAB .012(0 rarleonaMlDVIONW U R Qii p IFAPPLICABLE tr U A,y LL '00� 3Bs > TYPICAL ELEVATION WITH G2 AND G2A SOLID BLADE rc i L E O 2• AST ® MALEFEMALE SOLID BLADE HEAVY DUTY SYSTEM Z N 1M•O TIW TAPCON O 4 Vr w Q-n Q O.C.VW 1 3IP LIN.EMBEDMENT POURED CONGtETE BEYOND ANY SLAB FINISH REQUIRED 2B5•TYP. 7 jr " 4i; DESIGN LOAD: 0 g CEILING&FLOOR .857 2.e7o• 9sr .oao q a � MOUNTING INSTALLATION s.5er +' MAX Pd = +120.0 psf f LL SECTION F O HEAVY DUTY ADJUSTABLE 0 - 138.7 p6f ~ SILL ADAPTOR m rn --•� '' (Z4 MALE/MALE SOLID BLADE COMPONENTS • % PRODUCPT48VI Ow �J�C p pA1i B.iildlns Coda flro Florida :xQ.N.28677 � Acceptance No -v Z No 55983 E+, B*P 11a1 Ddbo �' *' P�6T B' b ro DxD. SE .�LD10-10-28 MIAMI DADE COUNTY ' d r 114"0 LAG SCREWS 114"0 LAG SCREWS a 6.O.C.W/1 12" @1 6.O.C.W/11/2' 1/4"0 SELF DRILLING x Min.THREADED PENETRATION u Min.THREADED PENETRATION SCREW(GRADE 5)0 6"O.C. TO EXISTING WOOD STRUCTURE TO EXISTING WOOD STRUCTURE pRp 8 1 � a- #14 x 3"S.S.S.M.S.W/ I t __ EQ EQ _ WOOD TRUSSES OR RAFTER 8 a 7H 1/4.0 .20x3/4"S.S.BOLTS 8"0x7l8'LONG \ f • - "— --- 24'O.C.REQUIRED B Y t /��:- $ 1'Mln. t• / 'R NYLON BUSHING 1 x E EQWI NUT&WASHER®9"O. - __ ___ 1"x 4'x 118"(Mln.)6083-T6 Alum.TUBE $ (Typ.TOP&BOTTOM) W/(3)5/18"0x4'LONG"ELCO'ULTRACON TO c$§ i ,� p #14 x 3"S.S.S.M.S. p #14 x 2•S.S. - - - - EACH RAFTER OR TRUSS. LOCATE SCREWS ." B WI 7/18`0 x 7I8' E\ ; S.M.S.(Typ. /1 -- - -- _ AT MIDWIDTH OF EXISTING WOOD MEMBER, TOP&B OM) \ I- LONG NYLON BUSHING - -- - (2"Min.NOMINAL WIDTH)W/2 12'Min. (Typ.TOP&BOTTOM) - THREADEDPENETRATION. � L�IJ �/� #14 x 2"S.S. #14 x 3'S.S.S.M.S. V WOOD HEADER `oG-@ WOOD HEADER S.M.S.(Typ.TOP B W/7/16'0 x 7/8• SEE SCHEDULE FOR N m c EXISTIN REQUIRED EXISTING REQUIRED &BOTTOM) LONG NYLON BUSHING GLASS. SEE SCHEDULE OI,SS. SEE SCHEDULE o (Typ.TOP&BOTTOM) TO GLASS o n OR Min.SEPARATION FOR Min.CLASS TON TO GLASS #S.M.S.x 2"S.S. a TO GLASS ALTERNATIVE 1 EXISTING M. (Typ.TOP OPTIONAL om ALTERNATIVE3 GLASS.- &BOTTOM) BUSHING O Z >' ' ��tt f S SCHEDULE EXISTING m W IL G; k FOR 0 --©o.® GLASS. °6 a O TO GLASS Z F a 2'x4" °p EXISTING n4" g .ma ALTERNATIVE 1 g EXIST WOOD PLATE WOOD PLATE _ _ _ W 2 GLASS. REQUIRED. ry GLASS. REQUIRED. FOR Mhl.LE _ Z U �e� 'C p < u 7� IONAL -' OPTIONAL TO GLASS $ u BUSHING BUSHING EXISTI Q (TOP/SOTTOM) Q .. I (TOP/BOTTOM) GLASS. N Z n F m OPTIONAL 1/4`0 LAG SCREWS }0 y� _ 1"Mtn. BUSHING 6.O.C.W/1 12"Min. V g ubi, 1 E -` (TOP/BOTTOM) THREADED PENETRATION �t ! TO EXISTING WOOD DECK. 1 1 )l.:1 1/4`LAG SCREWS @ 6'O.C. 4 t 1 ( :.: 1/4'0-20x3/4'S.S.BOLTS #14x314' WI 1 t2" Min.THREADED PENETRATION ` a g W/NUT&WASHER @ 9"O.C. S.M.S. 2"x 6"WOOD DECK 1(t OR#14 X3/4"S.M.S.@ 9"O.C. REQUIRED(NO FINISH I TO EXISTING WOOD STRUCTURE a\1 1 _ 1 = 12"O•C' ALLOWED) A4 ��, N WOOD STUD 1,\,j `� Min.THREADED ENNETRATIONl11� ;_____-=_ ALTERNATIVE 3 MAX REQUIRED. TO EXISTING WOOD STRUCTURE _ 1/4"LAG SCREWS( 6'O.C.W/112" _- 2'x8"WOOD DECK n ALTERNATIVE 4 Min.THREADED PENETRATION REQUIRED(NO FINISH ALLOWED) In i ALTERNATIVE 2 TO EXISTING WOOD STRUCTURE -©°R® ALTERNATIVE 2 13 w LU g$$ 1/4'0 LAG SCREWS� p Z Lu ci=' WALL MOUNTING INSTALLATION(OFFSET) Q 6'O.C.W1112"Mln. U a_aLL #14 x 2"S.S. SECTIONS B THREADED PENETRATION TO U Na SEE SCHEDULE S.M.S. Q n EXISTING WOOD STRUCTURE F R Min.SEPARATI D SCALE:1M'+•1• D 0 3 U 1/4'0-20x3/4*S.S.BOLTS TO GLASS NOTE: Z N"Z O W/NUT&WASHER @ 9'O.C. EX�TI ? 4� WALLIFLOOR/CEILING MOUNTING SECTIONS CAN BE ! 1" E °'' OPTIONAL COMBINED IN ANY WAY TO SUR ANY INSTALLATION. Q _Q a •, GLASS. p / 0 Min. BUSHING 0 11114 x 3•S.S.S.M.S. NOTES: ry O e W/7116"0 x 718" #14 x 314'8.S.S.M.S. 12'( f ffi g LONG NYLON BUSHMG �p I „�i 1. 1.INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND F -4 8 (Typ.TOP&BOTTOM) \(I!. ,?,- �'�� LOADS LESS THAN OR EQUAL TO 75 p.s.f.AND 9'-0"Max.SHUTTER SPAN. to ,4� , i I 1/4'0-20x314•S.5.BOLTS 2.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN #14x2"S.S. t 11, WI NUT&WASHER tN 9'O.G. PINE No.2,W/SPECIFIC DENSITY OF 0.55 OR EQUAL. S.M.S.(fyp.TOP t • J� OR#14x314"S.M.S.@9'O.C. ruu� WOOD HEADER &BOTTOM) 1. u EXISTING EQUIRED 9 �%,(ym1�uy}a�y-taW % GLASS. --©o.® •iL,1 °I 1,�!` iI 1/4•LAG SCREWS @ 6.O.C.W/1 12"Min. ��,, ;11VA' ll oAa SEE SCHEDULE !' .1`' PRODUCT RBVISED �: A7�x+•x FOR Mln.SEPARATION -" 1; THREADED PENETRATION TO EXISTING WOOD STRUCTURE 7•'•, 2"x 4"WOOD PLATE as�!PIY�with dw Florid. AN.2867 was" TO GLASS REQUIRED. t 1, gmM'o9 Code NO 55983 Accepunae No 2- ALTERNATIVE 5 (/•' °m°" .� WALL MOUNTING INSTALLAT)ON(OFFSET) ALTERNATIVE 6 By Z .f 1010' SECTIONSA M101M Control /ST OF SCALE:1/4"0' �•"�4 OR%'D INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS MIAMI DADE COUNTY ++F Y�iirt"i'S'Cb12