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WS-13-1209s Miami Shores Village OMIMM Building Department artment 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY' ®."®.®®.®®®..®®moon Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: Y ( ( ® �7 S IT 2� r IF— T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: c Is the Building Historically Designated: Yes NO is Flood Zone: OWNER: Name (Fee Simple Titleholder): C ® Phone#: 3`f 71 R Address: q 1 /V W t o S _%7Q F -T City: M r'qM I S rt ® 2J!�S State: rLb QI 0 f� gip; 33 r s o Tenant/Lessee Name: N( Phone#: Email: C aP—MI_EQ. 21CC_'Q 0-114iL — 2®DQrG®.A, L.vr�.,Jm CONTRACTOR: Company Name: Phone#: Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#. Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ q S-®® Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew epair/Replace❑Demolition Description of Work: _- 2 G? t - A C ¢ ®L k r M0 ® t..7 S I ?f r ,dy P,'+C-T R LES IAw7 �J r 0 D 0 L-_5 C - - Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $- �, Bonding Company's Name (if applicable) ' ' Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will r1Qt be approved and a reinspection fee will be charged. Signature Signature Owner or Agent �j Contractor The fo oing instrum t as ac wl ed befor me ' �/ The foregoing instrument was acknowledged before me this day o�� 20Z" by day of 20 _, by o is rsonally known to me or who has produced ho is personally known to me or who has produced s dentification and who did take an oath. as identification and who did take an oath. NOTA YPVFPI IQ - ' n e NOTARY PUBLIC: Sigi Prin My Sign: Print: My Commission Expires: APPROVED BY 77 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) I NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FpW BiISPECTION PERMIT NO.�� TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -RADE: THE UNDERSIGNED: hereby gives notice that tmprovefrteftts will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following ii brrnation .is provided in this Notice of Common— m--& Space above reserved for use of recon ft office 703A .it271�9 iy1�(a'3 M/4.vll _CKcc 1. Legal description of property and street/address: 1 01 13 X -r Af SI © w1J N ® .ur , P L A T 14 ®, P4,0 C 2. Description of improvement:tai I � C! ld°. PG aA C FN 2013R� �44� s 183 OR Bk 29660 Ps 05311 (1ps) RECORDED 06r0412013 09:12:19 HARVEY RUVINY CLERK OF COURT MIAMI-DADE COUNT'S P FLORIDA LAST PAGE 3.Owmer(s) name and address:. r'_' ®D P_ I Interest in property: _ w1.4 Name and addreso-of fee simple titleholder: t�-O//-E 4. Contractor's name, address; and phone number P- L 1F- A2 t4 T,2 I. � C✓1� I rte> �s 5. Surety: ,(Payment bond required by owner from contractor, If any) Name, address and phone number. ►, / /1 �� E W F9. CgUNTY OF MM Amount of bond $ /e( 6. Lender's name and address: ej o v �� Rod �toft 7. Persons within the State of Florida designated by Owner upon whomsery iiS3► a y �e pr Y Section 713.13(1Xa)1., Florida Statutes, a RUVINI, at &"d ; Name, address and phone number' P L If - e'XJ t -J 6 8. In addltlon to himself, Owners designates the following person(s) to receive a copy of the Lienor' otice as provided In. Section 713.13(1)(b), Florida Statutes. Name; address NC/A- and phone'number. 9. Expiratlon' date of this' Notice of Commencement: _X U ki I:_ 2 / (ft e%pWon date 1 year from the date df recording unless a ditmt date Is specdtleeo WARNING 7'O OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER' PAYMENTS -UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING. TWICE FOR IMPROYEMENTS.TO YOUR ,PROPERTY. A NOTICE OF COMMENCEMENT -MUST'BE RECORDED AND PO§TED ON THE JOB •SITE'BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING_, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK RECORDING Z.or TTITICE OF COMMENCEMENT. Si � , r. s ofVis)' Authorized OtficarfDirecter/Partner/Manager Prepared By Prepared gy Print Namer�/ Print Name TiHe/OffiCe to Ww TMe/Office% STATE bF FI VIA16A COUbITY OF MIAMI-DADE -0/0The ir"o p nstru7De w#sAarcknowledged before me this day -of p1Jt' �/t�( 6jlnamaually,orwasiUWAX, kjI U i A IK for ❑"Personally Imown,'or ploduced the following type'ofidentfflcation: -Signature of No tory I'ribllo: Print Name:,, S (s� '�` Notary Public - State of Florida VERIFICATIbN PURSUANT TO SECTION 02.526OTtLA'�'TATt_S `' A = My Comm. Expires Sep 23.2015 Under penalties of perdUry, I declare that I have'read the foregoing and �;9;f a •� Commission # EE 128810 that the facts stated in it are true, to the best of my knowledge and belief. °�� ��' Bonded Through National Notify Assn. Signa re(s) of Owners) or OwneM's Authorized Officer/Director/Partner/Manager who signed above: By By 123.01-62 PAGE 3 3/10 J�::'t W O Ic ZE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 13-1209 Building Critique Sheet Page 1 of 1 1. THE SIZES SHOWN ON THE PLANS EXCEED THE SIZE ALLOWED IN THE PRODUCT APPROVAL. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Norman Bruhn Chief Building Official 305.762.4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: / DATE: I, L IQ /1 /t. e e - ice (NAME) o Contractor rOwner o Architect Picked up 2 sets of plans and (other) Address: �f /�/�/ ,/Z!!gj— ST— 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: (Signature) PERMIT CLERK INITIAL: 441 RESUBMITTED DATE: PERMIT CLERK INITIAL: �p 111 I 1-3 - rel -; rV2 tZ4A-, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Falx: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: C O2 e i F_ Q t C DATE: ADDRESS: C9 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, KS 469.103(7), And I have read and understood the following disclosure statement, which entities 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 Inhial 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 C t? L- 2. 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 e-V'm,- 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 hisor 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. C 2 Initial 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. C I? Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial C i? 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. Initial C Z I 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 laborand materials. I, as an owner -builder, may 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. Initial C e- 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 C I- 9. 9. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable Ion and requirement that govem owner -builders as well as employers. I also understand that the Construction must comply with all applicable lain, ordinances, building odes, and zoning regulations. Initial 'C '7- 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 httoJ/www.mvfloNdalicense.com/dbor/aro/cilbfindex.htmi Initial c Q- 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: 1(t m w t ©j— Initial .0 0 12. 1 agree to notify Miami Shores Village immediately of any addition;, deletions, or changes to any of the information that I have provided on this disclosure. Initial C f— 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, I 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 verdying whether the contractor is property 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 0 day of 20 1,5 ByCA2)d)r i i - 12� lJC/ who was personally known to me or who has Produced there License or 5g2 -nI ?5-2-- UJu � Q . UJ OWNER )TARIAUDIA V CUBILLOS— Notary Public - State of Florida Niy Comm Expires Sep 23, 2015 Commission # EE 128810 Bonded Tbraugh National Notary Assn. 04/09/2012 - Wend 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 Roof Trlbuta Area Ft Hei ht 8 10 20 25 3D 0 0 45 5p DIMENSION OR 3FT (ilft)i. 0 E ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1. -49.9 -49.0 -48.3 -47.7 -4 ASCE 7-10, CHAPTER 30 5 1® 1 5 ® 4 0 -15 ft 7. +45.9 +45.0 +44.3 +43.8 �:3 3 z 'w4Z2q -51.8 - -49.7 -49.0 -48A -4 ;9 9-rA � 3 �' AGA 16 ft +47.8 +46.5 +45.6 +449 +44.4 5 �+4$J&,j s ft -52.5 -51.2 -50.3 -49.6 -49.0 Iwai InlTF ni m naanairennm 17 48.4 +47.1 +46.2 +455 +44.9 +44.4 +44 0 3.3 ft -53.1 -51.8 -50.9 -50.2 -49.6 a, �� i0- 18 ,x,49.0 +47.7 +46.8 +46.0 +45.5 k� � +4� �43�8 -53.7 -52A -51.5 -50.8 -50.2 -49& ,494 4 19 ft +49.5 +48.2 +479 +46.6 +46.0 +45.5 +45.1 1 +44.7 +44.3 -54.3 -53.0 -52.0 -513 -50.7 -50.2 -49.8 -49.4 -49.1 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 -54'9 -53.5 -52.6 -SL9 -51.3 -50.7 -50.3 -499 -49.6 2111 +50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +46.0 +45.6 -55.4 -54.1 -53.1 -52A -51.8 -51.2 -50.8 -50.4 -50.1 22 ft +51.1 +49.7 +48.8 +48.0 +47.4 +469 +46.5 +46.1 +45.7 -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -509 -505 23 ft +51.6 +50.2 +49.2 +48.5 +47.9 +47.4 +46.9 +465 +46.2 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 24 ft +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 1 +46.9 +46.6 -56.9 -555 -54.6 -53.8 -53.2 -52.2 -51.8 -51.4 25 ft +52.5 +51.1 +50.1 +49.3 +48.7 +47.7 +473 +47.0 -57.4 -56.0 -55.0 -54.2 -53.6 -52.6 -52.2 -51.9 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 d-535 +48.1 +47.7 +47.4 -57.8 -56.4 -55.4 -54.7 -54.0 -53.0 -52.6 -52.3 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +48.5 +48.1 +47.28ft-58.3 -56.9 -55.9 -55.1 -54.5 53 4 -33.0- --52.7_+53.7 +52.3 +51.3 +50.5 +499-t48'9i$B �tT ft -58.7 -57.3 -56.3 -555 -549 5�1f19 ..5y3`8�j�`53 ff prll" +54.1 +52.7 +51.7 +50.9 +50 3 79�37 �48i5,S -59.1 -57.7 -56.7 -55.9 -55.2 - z4,4 �5 8 1.5� 4 30 ft +54.5 +53.1 +52.1 +513 +50.6 + .�� 9'6a i! -60.0 -585 -57.5 -56.7 -56.0 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50 3` `. L.5 -61.1 -59.6 -58.6 -57.7 -57.1�`r-r-,����,���55 SS;6a X55:2= 3511 +56.3 +54.8 +53.8 +53.0 +52.3 #sill' e8= w5 -62.8 -61.3 -60.2 -59.4 -58.7 -584,8 - is ZIkTT-V� a*i ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 1 +52.3 +51.9 -64.4 52.8 -51.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +545 +54.0 +53.6 +53.2 -65.9 -64.3 -63.1 -62.2 51.5 50.9 50.4 -599 -595 soft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -67.2 -65.6 -64.4 53.5 -62.8 -62.1 -61.6 -61.1 -60.7 55 ft +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 -68.4 -66.8 -65.6 -64.7 -53.9 -63.3 -62.7 52.3 51.8 60 ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 WIND VELOCITY =175 MPH MRH 5 60' EXPOSURE 'C' BASED ON Kd =1.0 ENCLOSED STRUCTURE, FLATTERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO @P-ICf�TFi�Y/ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CAL^GO TFIONI'OFA NKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO TITTONSJAEOUMED,1I(OI F✓WI7ii THESE TABLES. 2. TABLES VALID O�ILY`FO�BIbIryGS OF 'M _ `j+f ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F, R ROOFpES &�ST,t$ Pb. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE�PERFE�Rj"IED; BY+AN'E GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B I NG•MEEAANN (AVER/��Ej�OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFI�� DUSEfit�E�PEAICi��(7Fl�HEIG(lT. S. ALWAYS ROUND 4IWI�OOF kiEXGHT5J70 EII ABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIG Y' E E OPENING IN QUESTION (HEIGHT x WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD�CHF�SP N_ Glji,(M G ). US,THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-dinW�.. BjRWCTURALMULLS. IF THE TRIBUTARY AREA OF AN Op IN E,, OSf CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RODCiY' R D. WN�TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THEN UB SH D, ' $� GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES LI NOT VAD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESRONQING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED -HEREIN SHALL -SE DICTATED. AND VERIFIED BY THE GOVERNING BUILDING DEPARTM;NT=AND PtRMrEjiiOLDER ;IQ -WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER D REI�I'�'','�--,r� .C'? S. TH]B SPECIFICA Or_ISj`NO 'INfiL�NOE Y'et ANY PRODUCT APPROVED CERTIFICATION. RE R TT) A �AmT ftU, MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE .IGN-INSTN d TIONINFORMATION AND APPLICABILITY OF THESE TABLE 6. ADHERE TO ALL IIOCArIMPACTJPRO i AIVSYS,TEM ORDINANCES. 7. NO CERTIFICATIORftS�OO M-D-FQ, , ketdkITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY OR= Q1�IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. _ T e= 10% k OF LEAS -lA DII.r EiN9I Oli;• °)� MRH, PEAK ROOF WHICHEVER IS SMALLER F7T,5 TMtiN• k�°ld QF LEAST HORIZONTAL TiOTAT HEIGHT DIMENSION OR 3FT (ilft)i. 0 E ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF a a EAVE ROOF HEIGHT HEIGHT •• ASCE 7-10, CHAPTER 30 5 1® 1 5 ® 4 i Ln _ WALL ZONE FIGURES ISOM C u, o O B r=,vIA a URYYIYTSB uHj= WIIISSUE GSS TSB 03105/12 2010 FLORIDA BUILDING CODE ENGINEERING EXPRESS® 0 T=m �ry REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 In •• ASCE 7-10, CHAPTER 30 i Ln _ DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 z - 1 r r MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 " THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART CONSONT O O. -ALTE WRI L BG, ASCE 7-10 O In O PH: (954) 3540660 FAX: (954) 354-0443 WWW.ENGE °o c,WITHOUTCOM v NSN IGHLIG OR O HER ADDD10N3, MGHLIGHTWG, OR OTHER�Ln MARKINGS TO THIS DOCUMENT ARE NOT PERMFITED AND #9886"ALTERA710N3, CERT OF AUTH 1{e8a6j7� Iwai InlTF ni m naanairennm 8130 NW 70 ATeaue Medley, FL 33166 SCOPE This NOA is beingued[� materials. The dvcumenta Product ControlI Section Having Jurisdiction (All* This NOA shall not be vd Section (In Miami Dade to Dave this product or q perform iin the seeepted aft immediately revoke, moi reserves the right to rex Section that this product This product is a&,Dv Code, includingtia6Hnglu D SCR' VTWKi Seri`' T APPROVAL Documm (L.M.Lr, shouts. I; 2, 2. Farooq.Corporsdori, signp Control Rsv}sion;stamp County Product Control SSUZ IWA.CT 16 Y L", m 1qG: Each unitt modeliserim and'followID noted herein. RUM.WAII, ofthiis NOi no.change:iia ttiv. F1l l TMIENATIGN, ofthiFs in the materials, use, and% of any product, for teles to comply with any sectiai a VERT'LW NNT: I followed by the texpiuntta disPlayeds then it shall bei 1�CM7 M A copy distrlbuturs and shall be This NOA revue NO'A as approval docunent m& The submitted decumenlOa 0NiV Eff AND R8 DIVISION E (STA) .LC T oder the applicable rules acid regulations governing the m submi d has �een revi od and accepted by Miam be used ifi Miami Dade CQ6W and other areas where i A after the mon date std below. The Miismi-Dad ,ounty)jm&or the2AW.(in a s other than Miami Dade rabarial for yqualtyce purposes. >f this In comer, *e n uiufacfauer w I nuw the expense of such fy, or su*spend theiuse of such product or material wiihir ke thus ptance, if it is ed by Miami Dade material fails to ret the requirements of the applicable a descachhereh andhas Teen designed 10 comply wiit JelocriyHrrican& Zone. "Z5il0"` lnminnen Single I lung Window —I1.XL NT: Drew ng NoJWW-37, titled "Series 2500 Alum. Si 3, 4 and 5 of 5; dated 07W5 with revision E dated ,121 it'ii the Rotiee of Acceptance! number and expiration date w La rg+e and Resistant bear a pernud'ad label the manufactamws n atemeab " =Dade "unty Product Control I shall W consideredialter a d ewal application has been abuilding code M*Rdvely the performance of 1 NOA vdH occur alisr the nation date, or if there has E ar man ciau�e of the u or proem. Misuse of this Z tdvertis6g or any oth er p shall automatically iwir a of this N®A shall be for termination and removal he NOA, number pieced by the words Miami -Dr n date be dusplayed . advertising literature. N a done i its Otire Ly. if this entire NOAmball be'ded to the user by the mi vailableinspn at the,job site at the request of the 1041# M and consists of lus page 1 and evidence pq n► was re3, iewed.by F Perez, P L. NIIANII DARE COUNTY UCT CONTROL SECTION 1805 SW 26 Street, Room 208 Miami, FIwida33175-2474 315-2590 F (786) 315-2599 www miamidsdesovincra! Of construction de County PERA - ved by the Authority a County Product Control Courcy) reserve the right xduct or material Emits to testing and the AHJ may their jurisdiction. PERA County Product Control building code: i the Florida Building e Hung Window 11, prepared by Al— ae County Product the Miami -Dade or logo, city, state, avw, unless Otherwise iled and there has been ds product. con a revision or change OA as an endorsement mate this NOA. Failure ofNOA. le: County, Florida, and y portion of the NOA is facturer or its ilding Official. E-1 and E-2, as well NOA Na 12-0118.18 Date: December 41, 2015 val Date: March 15, 2012 Page 1 I �, 3 2ocA Trap-MVjd2m& Dui' Sob H�; LLC : k A. DRAWINGS 1. Ntannf koirees dig drawings and s+ 2: Doming- o'4,fl5-3�, Sheer 1; 2, Siegle Hog V�'1�04 (L.D&ir, P with rev fln IF, d lk3h1, pry by Javad Ahmad, I'. E. B. TESTS 1: Test reports on 1) Air ligation 2) Uni mi SOAC . 3Y #ff Res sten, 4) Large h#sstie b 6Y.F&Ced Entry11 along with marked- drawings ; window, prepared by Fens tia. i I'L--6M' datan)&ember 02, ( trr iaiui l r4 N410-4 2: Test reports on: I) Large bossile 2) Cyclic Vied I along with, marker drawings mindow, epare b� Fenestt8tio FTL-SM. d u y 30, 20,07, 3. Test repc along w -.-mdow, AET14 4. Test repro "'iso: >. on. 1 Asir h fi on 2) Ulnfonri Static 3) Vater ResiStal 4) F©rced Entry I narkp drawings a pmrec� b Hie 1 4L9d; Jan: 20, on: lj 2) clic Wind:1 P dmwmgs Hurdcane l ted Jan. 21, ?A Nor. 05-4 1, 3, 4 and 5 of 5, tided ared by Al-Farooq Cori fired by Al-Farooq Coq st, per FBC, TAS 202-94 Pressure Test, Loading I fest, per FBC, TAS 202-1 act Test per FBC, TAS 2( nue Loading per FBC, T , per FBC 24113.2.1, TA installation diagram of all sting Laboratory, Inc., TE 9, signed and sealed by M L0 ) pact Test per FBC, TAS 2 slue Loading per FBC, Tj installation diagram of al Ming Laboratory, Inc.; T, Led and sealed by Carlos st, per FBC, TAS 20294 r Pressure Test, Loading l Test, per FBC, TAS 202- ; per FBC 3603.2 (b) and installation diagram of al hearing & Testing Inc., Z )5, signed and sealed by I P.", pact Test per FBC, TAS 2 sure Loading per FBC, T, . installation diagram of W ineering & Testing Inc.,1 J5, signed and sealed by l E�1 2500 Alum. dated 07!26/05 signed and sealed FBC TAS 202-94 94 203-94 202-94 nimum single hung t Report No. :heel R. Wenzel, P. E. 94 203-94 ninum single hung t Report No. Rionda, P. E. FBC TAS 202-94 B202-94 inum single hung Report No. ne Ghia, P. E. 1-94 9203-94 minum single hung st Report No. anne.Ghia. P. E. Mariud P464 YX 'roduct Control MONUer NOA No. 12-011&18 Date: December 01, 2015 val Date: March 15, 2012 �Trnhte.Wiatdo i Dae _SohdkwLbd NO' KORAi�V C. CALCUL ATIOkS 1. Aic�orvifieatian c�lculati aa€fiFBC-010; prpazed by. 0 4/12, igwd and le 1 2. CbzffiR c Mm ASTI Mural analysis, compl ft with FBC-2W q Corporation, dated 04 1/10 and updated on Ahmad, P.E. QUALff-V MWtR"CE 1.: Mann -D ie Departokent of Permittiffig, Environment, and R Affairs (PERA). IL MATERIAL C 'IC-AhOI NS 1: Dice oAccepbAc� No. ii -032-5;A " iMed to Solutia, Inc. or their "Sefleg and nceva. dear aad ester i itei*e ' dated 05/05111, on 05/21!16 V cceptrA 084705` issued to Glassla . N.G I., Inc. for their 2: Alice oft ceNo. ' >' ns R I ted Giese 09/111089 expiring oW 08/07113. STATEMENTS, L ftlementlWw of canforman�e, coffiplying with the FBC 201 ,and of no financial itr =4- &—ed4, 26,1219 �d and sealed by Javad P.E. 2. Florida Dept ofgulfe, listing of TiWindow &Door S, lotions, LLC (Foreign Limited 16b�ty Co ), managed by Arch Intermediate Holdi W, LLC, Taamarac, Fl., dated: 02/0/10: 3; Cert fic o of reg on of name c from "Trdlite Residential Windows; LLC" to "Trra a Wmdo v Iii Doof 910MOAS, LLC" issued by State o Delaware on 10128/11, sal bjiWI. Bullock. 4: Cmiif is of reon of name14A=ge- Win, from "Arch Wyrs, LLC" to Tralite R s dentalws�, LLC" ruedy State of Delaware on C /27/11, signed by J.W. Bdllock s I. Florida. Department of State, listing f Arch Window, LLC (Foreign Limited Liability Co.), m geclby= Intermedi Holding, LLC, Tamarac, Florida, dated 01/22/10. 1 G. Certi of W94601ion. of Arch . doors, LLC (Delaware) in State of Florida dated OVO4/10,panaged y Arch Iii Holding, LLC. Q OTR L Notice of c ce No. 1 428 , issued to Arch Vtfindow s,, LLC dba AWP, for their Series -250&-,'Alumina m Hong Window - L.M.T.' approved on 08!25/10 and, mmir#19 on 12101/15. E Mfnn P.E. act Cu minor NOA No.1"118AS z: Decembier Ol; 2015 Date: March 15, 2012 83 1N N7 1/a•' WINDOW WIDTH wpm Wm 80 1/4" IRI 1/4" D.L OPO. ( ) OLw (FOLD) / 14 S/g" p4A% p�ppp��p�) 14 S/a' MA%. e ( HEAR Spl mmm 5` MAX. 7YP. (AO U9ED HFA HIiAO SIL Au A i co -W u. ^. 'g'aaaaa ,�: �� ;, "'" ^ - •... ,p; �� l7 tt�Sr; • 9 �,} � � a aaaan— ssaaaa.,[•„M � r" n 16�d — R,.w wamm !#IEEEB 48 S/4� OIC WINDOWS wffm. 48 3/4" FOR°GAPAGRfE� ii THESE WINDOWS ARE RATED FOR LARGE & SMALLMALE IMPACT. 61` IN � SHU tm ARE NOT REOUIt . VENT WtDDI SERIES 2500 Ai.I)jy[)QM SINGLE HUNG_WINDOw TEEM ONRS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEEFS 2 & 2.1. APPROVAL APPLIES TO SINGLE UNRS OR SDE BY SIDE 6 COMBINATIONS OF S.H./&H OR SINGLE HUNG WITH OTHER w MIAMI-OADE COUNTY APPAD WINDOWS USING MIAMN-RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL. APPLY 70 ENTIRE SYSTEM.REQUIRIhIENT' iFfl9 aROD!uer �Lse emd n�alcR�Ee ANO r�s�rn •m mMp�,y ' S OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS HURRICANE ZONE (HVM. LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DE NCHOtB n� � TO�aa �oaoll r°" �! EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL D 0 OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE OETAIL4 ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a ��dOaerb�g no. MATERIALS INCLUDING BUT NOF LMTEO TO STEFl/METAL SCREWS. THAT COME INTO CONTACT WfRI oTHER clam 1AR MATERIALS NAM MEI:TT THE j4�' .: W05-37- REQUIR30NTS OF THE FLORIDA 81.00. CODE SEGION 2003.8.4. ' �.felted 1 of 5 NO. IN PARENTHMS IN NO. OF ANCHORS PER JAMB. pw -6w w 26-1/2' 37'20'10i 4r 46" *-0 40 -1 1 OP -79. OW 70-A 900 6710 57.5 ".0 0 01.9 01.9 *0 00.0 TO-Zilif 26-11r 37" 4 1/8, 39-3/8 (4) ou Ira-AAb w (a) I*dL L'' 16.0' 16# -46 175.0 EHLE 10 70.0 ftO 1 70 WO 7" IIIA 70A 90.0 u ,A no 07,P (q mo to -Ile. 20-11r 37' W 46" 03-1 a W -ale (4) m,-0 7aA 4 jdIp-, ull WI 9442 7010 QP r 74-1/4- mo 40.0 =�' I 10-1/8' 20-1/2' 37* W 4W 53+118` 59' (a) 70A w 70A 90.0 ALD em 70A a --w mg- -WA 805 fto as 70.9 two 7910 -0 lu 90.0 10.0 99Ai` 42' 48- a3 -i/9' (6) su 6" amo 61LO G 49.2 WA O 4:6 A. U3 55.3 AGA WA -5ZI/8' 20-11r 37- 42' 48' I 83-1/8' 74-1/e (6) 1" 96.0 -Wo M 74A 70.0 ou GU 9&4 ou 6" ISM 53.4 111W a" 4U 48.8 60.0 65A 45.2 40.2 GOA wo NO. IN PARENTHMS IN NO. OF ANCHORS PER JAMB. FOR LOM I" OF AM ANCHORS METHOD W ANCHOUS KUH wmows- SML ANCHORS RS PEr .010, x Em IN sw -6w w FOR LOM I" OF AM ANCHORS METHOD W ANCHOUS KUH wmows- SML ANCHORS RS PEr .010, x Em IN sw ANWOM PM 44MM WER MUMAn Pva WERLAYM LIS 0 BY QLASSIM V87 7 By 180UITW AWL OLASS 1/8 ANN. MASS p .010 x US -x g6 IN MCONC \\� r dE 2 d 11 MWIE m fa r WE 281 ..... ..... FIA FE NOTE: GLASS CAPArMES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 W05-37 42* or Wile (4) 6710 57.5 ".0 80 0 01.9 01.9 *0 00.0 j, 47k "A If iia-Ve 25-1/2' 37' 4r &--I/r w (a) I*dL L'' 16.0' 16# -46 175.0 EHLE 70;Hi 49 sm 10A 04 68.4 ah *A Ko ZME ERR 494) 010 70.0 72.4 to-IleAGA 96-Il2r- Vw 44" 9.6 7" 70.1 71 90.0o jdIp-, ull 764 74" 4.0 74.0 r 74-1/4- 7%0 7" 70.0 WW 0 ANWOM PM 44MM WER MUMAn Pva WERLAYM LIS 0 BY QLASSIM V87 7 By 180UITW AWL OLASS 1/8 ANN. MASS p .010 x US -x g6 IN MCONC \\� r dE 2 d 11 MWIE m fa r WE 281 ..... ..... FIA FE NOTE: GLASS CAPArMES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 W05-37 • NO. D1 PARENTRW INDICATE NO. OF ANCHORS PER JAMB. Dffi0 i ROAD �i4AWTY - P88" s Al W-1/2• 37' 42• 48' 28• (3) dm- 60.4 Q4.0 eo 0 6a o 40 b 60A B&0 0 04.0 .o &1.3 60.0 Q0.0 00.4 44 80.0 6&0 313 40_ 19=1/8' 26-1/8• 3Y 42' 031-01/6• 35.3/8' (4) 0016 60.0 ao 10.0 6" em 4" 60.0 SOLO SILO 67.2 07.2 ouOLO 00 %9 19-1/6' 26-1/2' 37• e.1re' 80-0/6• _ 4 SOA " 89 2. 0 .. . 0 34.3 Bio 0 10-1/B' 20-1/2• .. -37' 42' 48' S3-1/6• 1 . w (B) 1 o.0 40 80.0 �0 S(o ¢8.0 OW 8&0 - -.62,8.... _...-ou-1-40.4- ::.644�. QI►4. Bilk 405 _ 40f 860 AGA 48.I 33.8 w!A I "A 12-1/0' 26-1/2• Bao B&o dwo BI.o Q71A I).i R. 42• 48• &I-11ir S3' (0) 00.3 3 A 0 822 52.8 ou N.0 40.7 407 116A BBA 41.3 41.3 QOA do 19-1/8° 26-1/2• 37' 42• 49' 63-1/0' 74-1/4• (0) AOA 88.6 16.0 II:B Bu ou WA Mo 60.3 B&3 ou B& 443 443 60.0 BBA 3U 38A 80.0 B4A 36A 30A I B&0 S&0 • NO. D1 PARENTRW INDICATE NO. OF ANCHORS PER JAMB. `GMk mmim m 10 FOR L04TER mol OF am A_N(!HAN METHOD 'A' ANCHORS METHOD 'H' VIFI•fb"ow'S__W't'HOUT' SILL ANCHORS B XPA 'a s `GMk mmim m 10 FOR L04TER mol OF am A_N(!HAN METHOD 'A' ANCHORS METHOD 'H' VIFI•fb"ow'S__W't'HOUT' SILL ANCHORS NM-W-PAWM*WINDIGAIE`NM' OF - - AN4HOR8 PER JAMB. ANN. MM saxam rGE B t / GLASS TYPE i I NOTE, GLASS: CAPACITIES ON THIS SHEEP ARE BASED ON ASPM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08-DEC-218 B XPA 'a 19=1/ • 26-1%8• 37' 42• 40' 1/0" 80-6/8'4M (4) dm- 60.4 Q4.0 040 04 80A 20 41).1040 433 44.3 DOA Q6A 37 37.o 60.0 1tI b 313 40_ IA=i/A• 20-1/2' 3Y 42• B' 69' (6) do,0 8p.6 Ao i d0.o @4 Ba 6 626 QIA 41A B00 QQ.0 118 0 2e -1/z• QQ'' •T• .�6!4pp.0 odu _,,moi .rlc f� 0.1 QD T eon 1A-1/8• 26-1/2• 37• 7x1/4• (B) -6.0 t -. 940 60 a" ESA 60.3 I 893 BOA a&o NM-W-PAWM*WINDIGAIE`NM' OF - - AN4HOR8 PER JAMB. ANN. MM saxam rGE B t / GLASS TYPE i I NOTE, GLASS: CAPACITIES ON THIS SHEEP ARE BASED ON ASPM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08-DEC-218 (BY srRu rl WOOD BUCKS AND METAL STRUCTURE NOT BY Tmnm MIr' SE ELEY� '+� AN IQH9 MST SUSTApV LOADS R"SED BY MAZIMO SYSTEM ` 14 ' ANQ T ERR THEM TO THS. BUILDINO � STRUCTURE. +a FOR SFAtgNO + ' .. TYPICAL AN=R3: SEE ELm FOR sPAwn We.TARLbN3 (SEE SHEAT Z FOR USE OF 3118" TAPO " 1 DTTo '38Y w= a=OR WOOD STRUCTURE 1-3/e" Mw. PENETRAnoN INTO WAD pa O iHRut 1SY C4NG,; sSi.;tdttlt e 1'1/4" MIN. EMSED pVtO na MAsoNRY' 77r4l' 1D Y� ��' OR MTO CONOWOR MASONRY SPAC= �. Am y- STM : 12 Qk' MIN ft 36 KSI MIN) S :. 1 WRFI hLUMINUM TO MS BE PLATED OR PAWED) J ,�jg'.t�a'bi1 e£tl'ras,lililLi:INtt__s- �! mill Ill •�(NO SNUA �IUCE) 11 CI RETE AND - ONRY - 1-y4 MIN. ; Ci: 3z+ IANN: . �y TO7YM 1pNI WO METAL STRUCTURE 1/2 MD1. 10 SEE B". FORrSPACINO sm v rNl TI s, VEEPHOLI9S: W1 ® 3/4" WEEP NOTCH AT EACH END =Cob w Ow droaing im. '. W08-37 FOR CAPA121Y 11AK. O el GAPAt21Y wow Bums SHe1 sm �T43 W a aO W05-37 xA - ' rE—toe 1 f'_ r -txr t — a YPrto2 a m 4 W-042 t Foci! I�Itl Bq<i�-Ta a Y1 -let 1 t1EN1' T0�' riAa. �-T1i a rR»dee t Y" OOTiMM W& 340 - 7 yo -a 2 lwwoo Oo0. " - a YO -4 AS FOIL bL4900 W'Ao AidlWlM RML tMWW ,a awwac — 11 YH-498 9/ - 12 YH-02 AS' Iilii,51y'Sif{IpWHO 1gNY1: WNU NOW #= Y 71 -MO, wl 14A Y�1-81p v. 'Llpiom AT 11" F(OM am I6 r t e Y 1P % 3/4 .. r •., to YP-to a/ vwi 'iV4 (ib'X t9 1 if" ; aH ails 17s .:; .:1% .: �,. , . , ' .N -.. . - a. 3 > -1/.: _, >., •_ _'�P4AleRe' 14b.@k9 . le YF -e 1/ aw /to X t/4" PH BW$ Pima - 2F't00%,.sS�r .� X�.87,_.._9....M.,.-....,..."l..e:.,aNB_a..._.,�.,..�......._r..... 21 Yo -169P 2/ VW ghr AbHMW PM (378` X ai` X .71' FUM - 2/ VW WMCE CAM KASM P42YH-e1O YH-a1e t S BAR (M7 X312) Sam Hm _ - 2/. vw 8A9lt.l- , (ill -1-4/0 x 1/i - m A1U181t1O! OH -f4-1%4` NISN O1$Y.-. wow Bums SHe1 sm �T43 W a aO W05-37 ° FPAME HOD Bill IAN FO IM RAL !112 .012 r vW "MP ML M23 1.120 13 30OZZ MOP .00 00 vi .812 S.N. VENT CORNER 'W211 Vm SME PAIL SO _M74— 3,L W 04 S.14- FRAME CORNER OM as dwFludds ts"! drawing MIAM 0 MIAMIAADE COUNTY s . • PRODUG°l' CONTROL SECTION DEPARTMENT OF PERMI rMQ, MWIRONMENT, AND RWW ATORY 11805 SW 26 Strew, Room 248 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _ OTTCE OF ACCEPTANCE (NOA) W-W-W,mtamidsde govb 0-0/ Tra to Window & Door Solations, LLC 8130 NW 70 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 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 expo edon date stated below. The Miami Dada County Product Control Section (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material testeci for duality 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 AM 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No39946A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with fevisxon F dated 11/18/11, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 1VMwnz IIMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufactiuea'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 termiaft this NOA. failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTmNoENT: 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 manufaomrer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NODI # 104930.06 and consists of this page I 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. 11-1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Page 1 &J '' Tralite Window & Door Solutions. LLC A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. : Drawing No.NI95-06A, titled "Aluminum Tube Mullions, sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11!20!95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E. B. 'PESTS L 'Test reports on: l) Large Agile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 2 mulled fixed frame windows. O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. I+°TL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1), Large Mssile'Impa(t Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL-3284, dated 02/01/02, signed and sealed by Luis. Antonio Figueredo, P.E. (Submit.ted wider previous NOA #tl2-11227.01) 3. 'fest reports on: l) 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 09/21/95 signed and sealed by Yanjil Gerardo Kuri, P.E. (Submitted ander prepleur NOA #95-0515.09) C. CALCULATIONS 1. Anchor verification calm*dons and structural analysis, complying -with FBC 2007 and FBC-201 0, prepared by Al-Faro6q Corporation, dated 05/09/09 and revised on 11/16/11, signed and sealed by Javad Ahmad, 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. g-1 Niauue Perez, Product Contra] Eaa in ;f NOA No. 11-12 .07 ftirallon Date: December 24, 2016 Approval Date: February 020 2012 Trunte Window & Door Sulaiaans, LLC NOTYCE OF ACCEPTANCE: EVIDENCE WBMYTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, and of no financial it:i=4 dated November 16, 2011, signed and sealed by Javad-Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Tniermediate Holding, LLC, Thmarac, Fl., dated 02/03/10 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. ' 5. Florida. Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch lntermediate Holding, LLC, Tamarac, Fl.(trans&rred from file # 10- 0930.07). t t 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida. dated 02/04/10, managed by Arch Intermediate Holding,. LLC (transferred from file # 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 1.0-Q930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion -- L.M.0, approved on 01/06/11 and expiring on 12!24/11. nuel 4 P.E. Product Co 1 miner N©A No. -1,213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 E-2 N MMM LOAD CAPACITY - PSP (TM MDLLWM) US= LOAD 0APACM - PB9 (TUBS MULUM) DBBM LOAD OAPACI4Y - PSB' (SUSS MUMdAM) Bvww DUM i 1 8 M. 1 R . 10.% . f W 8 11D4DON wtm M DDS. MU L spm 16P%D8 SS%PD. 1On. ¢Sm. 3ID WINDOW DD83 sm$ 1on. Iso. Sam �8 1001N SPAN wm MN 19-1/9' 28-1/2° 30" 37• 42". 48" 85-1/8` 80" w 72" 74" 38-3/8' .. 14x0 uo-o 14x0 140.0 140.0 19-1/8' 28-1/r 30• 37" 42" 48' 83-1/8" 80" 00" 72• 74" 84" 61.6 110.4 mo 140.0 19-1/8• 29-1/2• 3v 37" 42• 48° 83-1/8" 00• or 72" 74• 13r - - 28.8 41.8 118.6 136.8 140.0 140.0 140.0 140A - 372 793 116A 140.0 - - 20.9 304 834 120.3 140.0 140.0 140.0 140A - 32.8 70A 102.8 140.0 - - - 26.8 73.7 97.6 140A 140.0 140.0 140A 28A 87.1 SM 140.0 21.8 88.8 684 140.0 140.0 140.0 140.0 23.4 803 73.8 140.0 '=A TB.2 140.0 140.0 • 140A 140.0 - 20A 44A 84.3 140.0 - _ - _ 49.1 87A 139A MO 140A 140A - 393 B.1 1272 - - - 41.5 80.2 1239 140.0 140A 140A - 382 61.4 112.8 - - - 38.6 84.7 112.8 140.0 140A 140A - 320 48.7 10&4 - - - 33A 80.1 103.2 140.0 140,0 140.0 - 293 429 93B - e - - , - 30.7 48.6 100.4 1404 140.0 140.0 - - 28.6 41.7 81.3 - - - 294 19-1 20-1/2• 30" 37" 4i 48" 33--118' 69" 80" 72" 74" sA-8/8` 822 140.0 140.0 140.0 140A 19-1/6" 28-1/2• 3V 37' 42" 48' 83-1/8' 80' 88" 7Y 70.• 99• 343 74A 1O.1 140.0 19-1/8• 28-1/2" 30" 37" 42" 48' 03-1/w 80' 66' 72' 74' 144• 21.9 324 89.0 893 140.0 140.0 14MO 140A 24.9 83.4 764 "140A - - 23.1 843 82 4 140A 140.0 140.0 140A 220 47.2 89.9 140.0 20A 889 A23 118.3 140.0 140.0 140A 382 88.9 13&9 - - - 48.0 37.4 101.8 140A 140A 140A 33.7 49.2 123.2 40.8 323 89.9 149.0 140A 140A - 293 40.1 107.6 - - - - 386 29A 803 129J 14U 14U - 284 US 97.4 - - - 321 28.2 71.1 114.8 140.0 MA - 23.8 34.4 662 - - - - 20.4 23A Bbl 104.1 1404 140.0 21.4 W 70.4 28.8 213 88:3 90.4 139.3 140.0 - - - 0 71.8 - - - - 43.7 212 67.7 94.8 1363 140.0 - - - 274 894 - 21 26-112` 3v 37" 42 48" 83-1/8' eo" eB 72• 74" @3" 427 1221 140.0 MA 140.0 19-1 28-112' 30" 37• 42" '48" 83-1/e' eo• ee 72" T4" 108' 248 81A 784 ' 14LO j 0 - 393 SB.1 140.0 140A 140.0 - - 374 •MA 14DA 272 77A 140A 140A 1404 - - 33.1. 48.4 1348 274 04.1 119.9 140.0 1404 - - 28.9 39.2 10&1 - MA 1494 140.0 INA - - 737 34.6 961 486 92.4 138.0 140.0 20.7 302 84.1 45.8 83.8 1214 140.0 - 273 70A 98.9 73.9 MA 140.0 24.2 870. 98.4 672 98.2 140A 220 612 32.4 81.8 90.0 140.0 742 861 31b 004 873 /40.0 843 s9-1/8- j 26-1/2' 30" 37" 42" Mr 83-118- 80" 88"21.0 72°42A 74" 74-1/4: 20.1 744 1400 14xO 14xO 19-1/8• 26-1/2' 30• 3Y 4Y Mr 83-1/6" 80" w 72" 74• 12D 37A 863 140.0 - 673 118.4 MCA 140.0 - 27.3 3.9 111.0 - 47.8 101A 140A 140.0 - - 24.1 39J 961 - 3&8 SU 1207 140.0 - - 28.8 78A xii, 78.8 1064 1404 282 70.1 - 293 8333 93.1 14xO - - - 22.0 810. 26.8 670. 64.1 140A ffi.4 23.6 81 A 744 140.0 494 463 87.7 131A F=:820 120.1 40 9 - 1 41.3 80.4 1104 - - - 38 8 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BEMEEN. WIOTHS ALLOWED) MULLIONS . �V F Q OI N 010Rum $ W ROM MAZ=pr # MW=N SPAN IMCAL MULLION ARRAKGEMEA(TS .� WIDTH (W) _ "" a M 4s 1 8 8 M. TUBS 1 8 6 BSD, TUBE 1% 4 STD. Tom 8 X 4 BID. To= B R 8 STD. TDSS Si 4 4 FlI►'a/ wHbt6ePH P8047UCPi8ftft �P 1 gt J .750 jo -,.;25 aj i t J � i, >_ } 77�1 ,. z i I F ) 1 i 4•..ISD � a � . 0 W e° lE5 x.125 a �. X (� 1 1 266 0 U 1 5 Q % n MULLION LION CLIP •(YE -65) (6063—Ts) MU 11{ G !p ( T5) ox w 3 (ALT. To ANGLES) - ALT- TO kiS) rn : a CLIP LENGTHS MUST BE CUT TO fIT SNUG LEN �fit15T BE CUT 0 "IT SNUG . � � M Q � INTO TUBE MULLIONS. 14 TO TUBE �4.JLL10N5- uZl: m 't \ 2 r 1 I 1.718 .728 T" 5 a • • �'_ fT � Z I, 125 I 125 1.613 3 ,^ I .. L6I3 fF IT e,. D _..._.. � ....._ _aArl.U{1•{QN. +C�.I)?..(-sacj- ._—�. ... p -{-=1st_ r � - ��; � -_ y - CUP LENGTHS AICJST BE CUT PO FIT SNUG ; _CL p LENGTKI TUBE (sd SE CUT T�7 FIT SNUG J m INTO TUBE MILLIONS. , SIDE UB F l�REOD.) � '(NO 510E FASTENS. EfiS r'tEOD.) ! i Z 7- 0 Q a0 .125 R a ci tun AN I {p ( —T5) to n f p 76VEED 1 in ._J o O p C! C! � , • , l � ,d n'' 1 {' tp' i = a�al v tS) �• ' till" AR$Li•i�J ,�.sey°s2�'�" 1 1 N � 3 � .. FV FLA. PEa `drawing! no. t06A, :r>r1RT5 � tq IN sheet 11 of 7 , i III t . T !. MolPoNkIN�i.�. 1C _ .�•cr.• )_ .- t xaw RECTANGULAR ALUMINUM Tt 8! E MUS IONS USING MUU LON_PROPERTIES ONLY TNS PIt000C1 FUM BEEN DISIOIJi>) AND TESIEO'TO COMPLY WTM THE REOU NTS OR THE FLORRIA MMLI Ri &M X10 M BdLid7Dd03 Hifi VEIDODY HURRaM ZONE omwi. ALL GLAZING PRDD=S USED MW TLMBE Mh1 M MUSE Lei' THE APPUCAME NP tLTMTICNMFO O R ECUMMOM LSWEDUAROS E WOOD MW eY MOM, MUST BE ANpi01M0 PROPa;R1.Y 10 TRANSFM 1.4493 M THE S ALICTURE. AMIORS St81Ll BE AS LIS►@. SPACED AS MW ON DMA EMBEiDIEIR To 1013E KAMM W.U. BE MWM OLL COVFAQZi (SNOOD. ME EIC). ANCHM O CONWOM OTHER THAN THOSE SHOWN N MiESE DETARS ARE NOT PARE OF TMS APPROVAL A LOAD WRIll WMISE IS USED N DOM OF�AN wo = Woo (ffi0.7 WERUcmaw MIM DMQARM LUMWEEEM SHHL MW 7w REQts EMS OF 2010 ylMM HIM CODE SECM 2OD3M. MULUCN SYWW 13 RATED FOR LARGE WISSILE IMP= Wo CAN BE USED WMi ALL Mb1Ml-DADE OMW APPROIrED IMPACT AND NON-IMPAOT RE318TANT PROMJCTS INSTRUMIONS• USE CHARM AND ORAPHS AS FOUDWIL I DEMME DESIM LOAD Rl PER aSCE 7 FOR Ill OPEISM& 9" 2 USE APPROVED GLAZING PRODUM M6LTM ABOVE LOAD mss. STEP 3 USE DONARICfRDI TO MILTON AS PER PRODUCT _ Azul USIO CK4RM ON SHEET 2 SELECTMUUAN SIZE MM STEP 4 DESM MlM M TM DES= LOAD al UWM AJ4CHW TYPES ON SHEEP 4 TNRU 8 AND AM*IOR CHARM STEP s MORE 7 M=T:6W0 MM= PAM IN STEP I ABOVE, 0 .7w 1.121 L719 �f4l ej so aea tes o A. a � M9 L>�B gds MULLION CLIP DX -851 (son—To MULON CUP ( qg) (ALT. TO ANGLES) Uu L'1p0 MMM Qi�TO �NIMflLlsli� 6E CUT TO Prt SNUB 1N O 7{iHE MA.LOI�BH OUf TO FR SNIHi u, P M —LM— J25— LM J25i 40 MUWON CUP (m_•B) MULUON CUP (8083-78)iEn °a MUST EFE cur 70 AT stdCUP MU&T eE cur To FIT SNUG n i Nw NNSFameN�s R[J4D.)° >Fa E ate) g� �$ Aea 8 ill >i CA, rLsa* ANN, > • 1� dfBWlflg rK 7• I.M95-06 A DESIGN LOAD WACMr - 1Nta OMON LOA= C4PAc21T - P8P DESIGN LOAD CAPACM - PM NNW019 Dnf8 I ANCHORS TYPIC MINUM Dm16. ANCHORS TYPE 178NDOIP mm ANCHORS TYPE 'VMM M 711ZI. SPAN AS A4 AAS I AA4 AAAW AAAA 02 S4 vom MULL SPAN AS 604 AA8 AMAAAB AAAA 1 114 Y80TFI til} NULLSPAN Aa 604 AAM;AAAAARP AAA4 B8 114 Z8-1/2" 19-1V 140.0 140A 140.0 140.0 149.0 140.0 140.0 140A 19-t/8" 80.8 138.1 78.8 1400 91.4 140.0 140.0 140.010-11W 44.3 889 80.2 100.4 S82 118.4 109.3 140A 109.9 140.0 124.8 1140.0 140.0 MA 1140.0 140.0 28-I/Z° 803 100.4 I 880 113A 88.0 132.0 123.9 1404 26-1/2 31.8 83.8 3S.2 728 42O _84.0 7S.t1 1490 4 30" 67.1 1404 110.1 140.0 1279 140.0 1140.0 140.0 39" 44.3 88.7 1 80.3 lone 88.3 ties 109.6 MA 30" 28.2 MA 32.0 64.0 37.1 742 69.7 I39.3 37' 76.7 140.0 69.2 140.0 t1t5.4 UO.O 140.0 140A 37" 380 71.9 40.8 BIA 47.3 %A $0.8 NO Sr 229 489 28,9' 61.8 30.1 Gal SU 113.0 4288.1 7387 ?0.6 1400 81.1 1400 1400 140.0 42. 31.7 63.3 380 71A 41.8 '80.7 83..3 78.2 140.0 42 2U 40.3 48" 3280 40.7 289 830 499 999 � C 0-3/6� 121 a 68.8 137.6 70.7 140.0 140.0 140.0 40" 64" 27.7 88.4 31.4 30.4 M9 064 1389 48" 132' 3.3 200 • 0.0 23.2 48.4 430 81.1 83-1/6' "A 1009 62,2 1240.1 780 14060 138.5 140.0 83-1/8' 25A 10.1 2&4 I 69A 32.9 MA $tA 123.7 $3-1/8' 3t.9 - 3&1 20A 41.0 39.3 78.7 � ,Q B° 480 97.1 88.0 11061 830 1279 1199 14U 80" 223 443 28.1 20.1 SU KIF 1089 00" - 282 - 3Z0 37.1 34.8 88.7 88 44.1 86.8 800 100.1 88.0 118.0 108.0 140.0 80" 202 40.3 220 46. 289 $5.0 49A 289 air 2117 - 29.1 - 1 33.7 31.7 853 72 40.4 80.8 409 91.7 $32 10&3 999 140.0 72" - 370 21.0 4124.3 489 468 91.2 72' - 235 267 309 �60 881 4 74• 39.3 767 448 69 2 81.7 =A 972 140.0 74" - 300 20.4 23.8 473 44.4 OU Ire - 229 28.9 - 30.1 282 88.8 � 99-1 118.4 140.0 130.9 1404 140.0 140.0 140.0 140.0 19-10 60.9 121.7 690 138. 80.0 140.0 1411.0 14060 10-1/8' 40.8 81.2 480 92.0 • 65.3 10@.7 IO 140.0 28-1/2' b33 140.0 849 140.0 1099 1400 140.0 140.0 29-1/Y 43.9 879 49A MA 67.7 11U.6 108.0 140.0. 28..1/2' 293- BItA 332 8e.4 314 770 72.3 140.0 30" MA 140.0 83.4 140.0 98.7 140A 140.0 140.0 30" 38.8 77A 444 880 810 102.0 968 140.0 30" 2S9 6IJ 290. 867 34A N60 1 63.9 1277 37• 69.7 1183 67.7 136.3 70.4 140.0 140.0 140.0 3Y 314 M9 38.7 11.4 41.4 02.7 77.7 140.0 37" 210 410 239 47.8 27.0 58.1 1 819 IOU i4i F 49" 829 108.1 899 1104 89.1 138.2 129.8 140.040." 27.7 118.4 31.4 020 :30.4 729 864 t36.9 42" 370 1 214 41A Z43 989 98 0 912 48" 80-8/8' 480 92s $2 1 104 3 804 12U 113A 140.0 46' W 24.3 48.6 27.6 "8&0 319 63.S 89.9 1189 48° 144' 32.3 - ' 36.7 21.3 42A 399 70.6 83-1/8' 41.5 83.1 47.1 94.2r121.9 1082 to" 1400 8.7-1/8" 2fA 409 244 49.7 268 67A "I 108.2 S3-t/8' - 292 331 384 381 72.1 36A • 739 41.7 83.4 • 987 909 140.0 W - 38.6 =A 44A 28.$ $1.0 479 98O 80" - 2LO34.0 319 49.9 80" 330 880 379 789 079 829 140.0 q" - 583 MO 23.2 46.4 430 87.1 68" - 23.w�qE30.9 28.080.1 307 61.3 349 89.8 809 787 140.0 n - 32:J - 58. 213 429 799 72 - 21.9211320A 69.7 339 67.7 78A 73.8. 140.0. 94" - 31A - 587 20.7 410 .'360 77.T 74' - 2102?9 289 619 7� 19-t/6" 9Z.7 140.0 1082 140M 140A 140.0 140.0 19-1/ir 84.1 1082 81.4 199.7 71.1 140.0 1339 140.0 9` Q� 20-1/0." 889 I= 7$60 MA 140.0 140.0 140.0 2e-1/2" 39A 761 443 eae 810. 1029 90.4 140A w 30" 59A 118.2 670 61 1377.7 140.0 140.0 140.0 ar 343 MA 59.1 782 48.3 0a7 882 140.0 37" 470 989 84.4 108.7 830 128A 118.4 1404 37" 280 88.8 31.7 930 39.0 734 880 136.1 0.2' 422 669 479 948 680 111.0 194.3 14a0 42" 2" 48.3 27A SHA 32.4 649 80.0 1217 ANCHUS To 8E vacr469D � 46" 83' 370 739 4f 9 839 484 97.1 61.2 140.0 48" log" 219 49.1 24.4 489 26.3 647 832 108.4 !TOR M 4 71961 e trED004taAA8 L9GPE Z 83-1/8' 33.4 809 379 70.7 439 879 SM 140.053-1/8' - 38.0 221 44.2 2.8 81.2 48.1 98.2 FORcum= Z or 28.8 89.1 339 670 389 77.7 730 140.0 w - 360 - 39.1 22.7 45.3 428 03.2 or 28A 03.7 309 61A 38.3 74.9 80.4 1327 88" 31.4 - 39 2D.8 41.2 3&7 77A �� 72 24A 493 279 8.8 6324 64.0 60.9 121.7 72" - Za7 329 - 37.8 3$.0 710 19 ZIFF 70.• 240 479 272 1 80.4 319 83.0 I 09.2 110.4 94" - 2LO - 31.7 - 30A 34.8 89.0 MULLON 19-1/8" 7&7 140.0 89$ 140.0 1054 140.0 140.0 140.0 /9-tj8' 4e.7 87.4 08.2 110.4 e4.0 12B.o 1R.2 140.0 A g 26-1/2' 869 113.6 840 I Cass 74A MW I 140.0 I 140A 26-1/2• 38,1 70.3 399 70.7 44Z 9Z4 BOB 140.0 30" 602 100.3 649 1138 669 1319 1239 148.0 36" 3+60 82.1 38.2 70A 40.8 81.6 78.8 140.0 �A9fra 37" 40.7 613 Oat 92.3 838 1089 100.4 140.0 37' 254 803 280 87.1 33.1 002 621 1243 P600001 42" 38.8 710. 409 81.3 47.1 94.2 68.$ 140.0 42' X122 443 20.1 S0.3 1 28.1 MM 847 100.5 48° 74-1/4" 31.4 82:7 38.8 71.1 412 SaA 77.4 14" 48" lam" - 38.8 920 44A 28.0 51.0 47A Bab 83-1/8" .20.3 80.7 32.1 1M3 57.2 74.5 899 149A 83-1/8" - 30.1 - 79A 230 4&1 433 U,6 MYWON SPAN Zai 80.2 264 330 88,9 810 123.9or - MA 3S2 20.4 40A 365 7a8 I RSL or 22.8 4" 25A 61.7 300 I 80.9 8$3 112.$ p I - I 242 - 320 37.1 34 6 .7 � 72" 2a9 419 Pa.7 474 1 270 60.9 st.s 1032 70.• -I 269 293 340 31.9 63.6 7YPtCAM UWOtd ARRANGEMEAn 203_1 40.7 23.1 441 1 118.7 I 836 90.2 NA.4 74" 1 28.2 I - 260 - 33.1 31.1 82.1 a m yr21 new s ANY ANCHOR CONDITION. SHOWN HEREIN AWAY COVERPsoDucl asvt� LOCATIONS AT HEAD, SILL OR JAMB ENDS. , FE � °• 8 ym 0.r dm6hddar r FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 8. A 00 No (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) AT V 9✓ HD.Lti.S , . • �Q� oPwd t TpOIQ PEA cheat of 6 1/4' OIA. UPCOM By a. WA W-9 ur r liT'1 FOR ALL CUPS m FIT SM INM NM MU TAPCOlL4 NAY RE M OR FLAT HIAD. i FOR �� HORS TYPE 'A4' a e drowula rro. 8%2X1 a!� 1 8lARLA :OR 3 7ueE IiHER TItBFS gg Pi d v OIA TAPCM RY W SID-� 4• SM m � O 'l •. i �� �p � t . !ae, L _ 8X2X W u a e drowula rro. 1/4 M% TAPOON 1-1/0 L@1. Od8E0_Dfm MMMO dP (1 ON E FLCA7Di8 fS.IPJ II It ANCHORS TYPE 'AA2' WA Vomm wt IM 9mmm ORO CCRORER: 1-3/4• MW. a FEZ CILP (1 ON EACH 1IhNO .:tip'.' , :•.::•t`a•;: •�• T i,... FLOATIND CUP -U ANCHOEM TYPE 'AAAI' t 1/4 RIA. TAPCONS BY 'RNP 1.03 4• 1 1/4 MTM PER CLIP (2 ON E#_Ri i [0 1/4. MA, T POM BY W 1-1/4 OL BMW KM NA1 mm ��� to DIST. 'w' TAPCCNS BY 71V Ile Dill. TAPCM BY 'RNP i / ii 2 MR . m I fill 4 SMS x 1 x 1 aux aAr FLOMIN CLIP I - me CLO. WL 1 4 SM a' Aim Ile ALiyCTHER F7AATW6 1-3/R' OA MOL FOR 70863 31 4- Fm rwmx .. • FCR ANLL /O+TH8R7UBEB ANCHORS TYPE 4GW1� •• � IfN R to TAPCCNS BY 71V Ile Dill. TAPCM BY 'RNP 1-01/4- 1-1/4• NW. EMBED SRO CONCREi6 1-1/4- MW. EMMWTO CCXMM MIL 4 PER CLfP (8 ON am2 PER — j 2 MR . m fill x 1 x 1 aux aAr R9 ----------- SM a' Aim Ile F7AATW6 1-3/R' OA MOL 31 4- Fm rwmx • FCR ANLL /O+TH8R7UBEB 4GW1� s ANCHORS TYPE -� .!gP;•pg�' IfmaXih F+PoRtde Cede OAR. 3686 No '�,t ALL CLIPS TO Ftt SNUG THIO TUBE MULLxO1s8.I TAPCONS 81AY BE HEX OR FIAT NFAD. no. M95-OBA sheat 5 of 6 I STRUCTURES MEIAL SUMCWRES (gEEL .1/a-."N. mm � 4S � 1/4 TIM 814 516 OR 1/4' iQf3 (SIEEI. OR AUAl. 11ir UN. THICK) f #14S � 1/4' 106 #14 SMS OR 1/4. MM 2 P01 STEEL i FY - 36 KM MUL YANG) : Fy STEMBD83-qs 2 OW EA(AI gYm) ANfAE SB MIN. 6063-75KM Mobl z ' t t-: �72 __-______ 1 A2LlXA! ANGLE __ _ ___-__ SMS 8 X 1 ALUM ANGLE 214 1-3/4° O.Q. 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