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WS-12-590Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 171978 Permit Number: WS- 4- 12-590 Scheduled Inspection Date: June 05, 2012 Inspector. Bruhn, Norman Permit Type: Windows /Shutters Inspection Type: Final Owner: Work Classification: Window /Door Replacement Job Address: 10603 NE 10 Place Miami Shores, FL 33138- Project <NONE> Contractor: YAHR CONSULTANTS PA Phone Number Parcel Number 1122320280600 Phone: (305)535 -6889 Building Department Comments IMPACT WINDOW INSTALLATION 9 OPENINGS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 04, 2012 For Inspections please call: (305)762 -4949 Page 7of24 511 I D*0 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: 16 663 416- /:D,%::a CEIVED MAY 0 4 2012 FBC 20 Permit No. l Master Permit No. t W1 J ` LP -1 L 49 o ROOFING City: Miami Shores County: Miami Dade Folio/Parcel #: ((` 2 2.31 ..0 22 —66 no Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): Zip: 33, Lt 0 Flood Zone: Address: (3 21=" �1 " -�' 'Sao -N 11s"—e- Phone #: City: 01, GLYN t State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: )'O1 U) 7L- I Address: �M,..43 Cap/ / /P5 City: Y i ('(,ii�'%/iF State: PC-- Qualifier Name: 7e../A ,.. 4 Zip: 331 `r'`O Phone #: DAMS ifo -.2 t1 -00 36-401— O)24 Phone #: "� J y� r3 AT, Zip: 33%ij Phone #: State Certification or Registration #: C C OC -7 8 , to Certificate of Competency #: Contact Phone #: (2.9 ct c'7to -) (- Email Address: ede b. yG Cc..515 t� f> DESIGNER: Architect/Engineer: tl'1l1 A Y� t n1 l i / Phone #: 51"5‘-1-24- -295'f. Value of Work for this Permit: $ A Square/Linear Footage of Work: Type of Work: ❑Addition ()Alteration Description of Work: ()New ORepair/Replace 14 b7 da tiv'5 p.4-s1.4& .J ()Demolition 6'74'4 ch, ******** * * * *** * * * * * * * * * * * * * * * ** * * * * **** Fees************* * * * * * * ** * * * ** * * * * * * * *** * * * * ** ** Submittal Fee $ Permit Fee $ 3.�s�S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4I • 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent — Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of IM41 ,20f( , by who is personally known to me or who has produced wh is personally known to me or who has produced As identification and who did take an oath.LAr4''1 as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si Print: Prin My Commissio Exp t , 4 Jacpuel(ne Stojanovic a. , _COMMISSION # 00847400 • .. •4; ExalRes: DEC. 22, 2012 My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ' j� I �� Permit No. V 4SI 2-- G� Imo/ Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): ee/CD /kise,9XL Phone#: 5 � ea? Address: /06" 03 4/CiPace City: /11(44441" 44eet C 17 Tenant/Lessee Name: Phone#: 305%S-3549g 9 ROOFING 5 Z 012 0 APR BYa......... State: �- Zip: 33 /39 Email: JOB ADDRESS: / 0 03 4/t- /0 //cir City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: �- ZZ z .r, S -O$oo Is the Building Historically Designated: Yes NO 1` Flood Zone: CONTRACTOR: Company Name: aiv4 Phone#: 30 s"-5�. ." 8ge Address: 743 Coi� r j City: Piidhit t'a 1 State: F L` Zip: Qualifier Name: �r dyx, )fq )) J- Phone#: State Certification or Registration #: Chi 6 ©57896 Certificate of Competency #: 4/4 Contact Phone#: .76-k -1 474 fl6 7 % Email Address: DESIGNER: Architect/Engineer: J U .114D/% /J 1111,1 Phone#: 305 -2 Zk, 4155' Value of Work for this Permit: $ 42g25-1-2- Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew Repair/Replace Description of Work: W 1 hJO 1, iS Arpc ceinerd tut' , d ouis CiDemolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /90 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ r z. Bonding Company's Name (if applicable) A /,- Bonding Company's Address City State % v / 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 FT PCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AI F'WAVIT: 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 attach t. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occ s seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ackn%wledged bef me this day of , 20 (Z by Chill-el) j f , who is personally known to me or who has produced As i ntification and who did take an oath. .....r.., Jacqueline Stojanovic °,: r• 4:-54, COMM ISSION # DD847400 el EXPIRES: EXPIRES: DEC. 22, 2012 `Oj4.... °.. WWW.AARONNOTARY.com Sign: Prin My ssion expires: APPROVED BY Contractor The forego ' ins ment was acknowledged before e this rz' day of '� "�i , 20 I by Alef -0 d � ' who is personally known to me or who has produced 11‘4116,4d)-) LPlans Examiner Structural Review (Revised 07 /10107)(Revised 06/10/2009)(Revised 3 /15/09) NOT Sign: Prin y as ide s tificati � and who didialie an oath. •� Jacqueline Sto janovlc U�w 'sz �; `sCOMMISSION #DD847400 EXPIRES: DEC. 22, 2012 WWW.AARONNOTAn'twm Y PUB ssion Expires: ` , r C Zoning Clerk February 22, 2012 To: Miami Shores Building Department 10050 NE 2^d Avenue Miami Shores, FL 33138 From: Neelco Hoeksema 10603 NE 10Th Place Miami Shores, FL 33139 Property: 10603 NE 10Th Place, Miami Shores, FL 33139 Folio : 11- 2232 -028 -0600 Legal: MIAMI SHORES ESTATES PB 47 -58 LOT 10 BLK 4 LOT SIZE IRREGULAR OR 16411- 5172 06941 COC 24674-0972 06 2006 1 OR 26964 -3361 0709 11 Dear Sir or Madam: Please consider this letter an official and sworn statement of facts as they are outlined below: • 1 authorize Cede Davis of Road Runner Expediting to act on my behalf and serve as my agent to represent me for any and all matters relating to the above referenced and legally described property. Ne co Hoeksema STATE OF FLORIDA COUNTY OF DA ' E Swor o a . subscribed befor - me this 22 day of who is pers., pally known to me • nd who did not take an oath. d zn1Zb eeiccs 14aekSelia Y (Print, type, or stamp commissioned name of Notary Public) My C • mmission Expires: �qv SAWED SHANARJAWAID Notary Public. State of Florida (ommissfon# EE 107495 My comm. axnlres June 28, 2015 03/08/2012 10:31 FAX �J 001 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTO I A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT.) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCERPTION) IF CONTRACTOR HAS A MIAMI DADS COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTORS TAX RECEIPT C. COPY OF LIABILITY INSURACE'CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTIOn YOUR IN URANCE COMPANY MUST SSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOCONTRACTOR'S INFORMATION BUSINESS NAME:, Ckk Y- COr\) Po 1--\ � BUSINESS ADDRESS: 2 (0 �? (O I I t rr) Ave.. CITY `Y C1 STATE C-- ZIP CODE '66 16'1 BUSINESS PHONE: (. O5) 536 "CO g ce/ FAX NUMBER (30_,) 535 - (62..9 ` CELL PHONE c4(b6) C i C( D(fiq- J QUALIFIER'S NAME: A. \P `k(' ( .� \/1/"-- QUALIFIER'S LIC NUMBER: (1 Ci C 05q VI E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY M DV t RV 3I28I09 ITV 03/08/2012 10:31 FAX ACk7JECt'' CERTIFICATE OF LIABILITY INSURANCE X1002 • DATE 03/08/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE OERTIrtCATE (HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AM- FORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BEIWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOT-DER. IMPC}RTANTs iE the ceriiAo holder 1e an APWTIONAL INSURED, Ida polls i(iesj nit h Ind d. 119$UBROOAI7o IS WAIVED, subject to the terms and condltlons of tha pa1ky, certain pollutes may require an endorsement. A statement on wig certificate doss rot confer rants to tha certificate holder in lieu or such enderaenends). i'ROOUC R V8 All In One insurance Services, Inc. 17138 West Dixie Hwy North Miami Beach, Ft. 33160 Phone ..9051BA3- 9633 — -- Yahr ConsUUants PA 763 Collins Ave Apt. 305 Mfami Beach, FL 33139- Fax (305)847 -9828 Ettreo P. Rodriguez 7 -9633 (�uC. Nak (305)947 -9826 aloin anceacorncaat.net MSUt s) AFFOR9ING COVERAGE MC Oakum � AMERICAN VEHICLE INSURANCE COMPANY, .fit :� • (RER C • ` r (305) 535 -6889 RRa: _ • . _ _...... _ ..... . 1511 P.L....._....._._ COVERAGES cERTIFICATE NUMBER; REVISION NUMB R: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTEt) BELOW HAVE PEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OH CONDITION OFANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDt1ONS OF SUCH PQUC1ES. LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. POLICY {UMBER _AAA11i�D 1 s008,ttQ0.00 IOO:OOOA4 19/91!2012 MEG EX Myan*PMten) . S 6,000.00 _ p ONA�.aAw INJURY $ 1.000,000 -00 GENERAL AoGREIATE . 2.0000,000.00 PRODUCTS - COUPOPAGO $ 2.x,000.00 A TYPa Or INSURANCE GENERAL LINNu'IY ® COILEAERCIAL GE,1R .uABIU1Y [� ❑ d AtassA ADE OCCUR RR D C o n : PoucY _r_12&__ LOC AUTOS 1JANILtrY • ANY AM ❑ AUTO L. l ` sD (] Hump Autos ❑ AurosN'°wNED ❑ ❑ Ip,i LINTS GL- 0504008352.00 O DMBRSIAAtWe 0OCCUR DEas uAn ❑ pwFMSdM1ApI= , WORKERS COMPENSATION Apo eemoteRWwas= yiN O OFFIcERlME =UMW N(Ua,detogrN: NO �ra. O+�eafboun4 OPE NIA 11/11/2011 INGLE LINT GODLY *MAY (Per pe Rani 1 ._. GOCELY It EM (Per oaddel S $ INSCRIPTION OP ors:taTlON6 t LOCATIONS) VEHICLES (AttaMh ACORD Set, AetdBlanet Amok*Noboduls, ifarea sow Is► b d) GC CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPAF(TMENT 10050 NE 2ND AVENEU MIAMI SHORES, FLORIDA 33138 ACORD 25 (3010/05) QF EACH OCCURRENCE AGGREGATE .1:3 Ailttk, El Z. 5.1.. EACH Ammar EL. DID • ETA MVO S EL OGEASE- Popov UMR I $ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUGIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE Wu.L BE DELIVERED 16 ACCORDANCE WITH THE POLICY PROVISIONS. AUrifoni�1 RepasiENTATiVC ®1988 -2010 ACORD CORPORATION. MI rights reserved. The ACORD name and logo are registered moire of ACORC 03/08/2012 10 :32 FAX IJ 003 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSION J REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 YAHR, ALEXANDER F PARR CONSULTANTS PA 763 COLLINS AVENUE SUITE 305 MIAMI BEACH FL 33139 Congratulations) With this license you become one of the nearly one million Floridians licensed by the Department of Business' and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myforidalicense.com. There you can find more information about our divisions and the regulations that . Impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licenseI • DETACH HERE 4 y t ♦�iyt �Y�[��W' ."'l�V \�v�!i !/Ri0 \,r fGr it ti e. [PiF91 �''mit'7R ?P•�s eak T CH Pvi�lli - �i 5'iri �� 1 i : • , ,, r� ,�> -.iyp,, +.:/h.:4:2496: '� } ,� °t /`'�. 5 *F'� ♦ SAM ��'�{. t_J y 7!../ i+: •!• i x.l ^.,t.a':�. v ♦iSi _, • �C��gf �.•lAlo., 03/08/2012 12:03 FAX Re: miami shores From cedesouthbaach ccedeseuthbeach(guol.Conr. To: jackle4171 <jackte4171 @aol.com} Subject Re: Merd shores Date: Thu, Mar 8, 2012 11:44 am http: / /nmtLaol.com/35699 -111 /sot- 6 /en- us /mai I /Prini:Message.aspx JEFF ATWATER, CHIEF FINANCIAL OFFICER FLORIDA DEPARTMENT OF FINANCIAL SERVICES WC Homo WC Databases s CFO Home Employer Detail Page This database was last updated Wednesday, March 07, 2012 11:02 PM. Carrier Location information Return to Search Page 1 Employer Information Employer Name _ Employer Type NAICS Code YAHR CONSULTANTS PA CORPORATION WA Coverage History I No Coverage History Exemption Listings Exemption Holder Name ALEXANDER F YAHR VALTON DAMS Owner Election Listings No Owner Election of Coverage Listings Employer Name History Employer Name Name Type change Date YAHR CONSULTANTS PA Legal f Current BEEP BEEPII ` Cede Davis roadrunner expediting 786- 299 -0671 mobile 305-535-689 office —Original Message- - From: jacscie4171 <lackie4171 @aot.com> To; cedeaouthbeach <cedesouthbeachCa7aol,corr-+ Sent Wed, Mar 7, 2012 7:19 pm Subject: mlami stores hey hutz, I have scorched for the workers comp exemption on dada county and myfbridalice. se, but can not find anything, 1 of 2 3/8/2012 11:56 AM 03/08/2012 10:50 FAX R] 001/001 Miami -Dade County - Local Business Tax - Receipt Details https://wasexp.miatnidade.gov/OCLWeb/OCLLieenseDetailjsp?ltp.., 1 al MIAMI -DADS COUNTY - LOCAL BUSINESS TAX Receipt Number: 598464-7 BUSINESS NAME: YAHR CONSULTANTS P A MAILING ADDRESS: 763 COLLINS AVE 305 BUSINESS ADDRESS; 763 COLLINS AVE 305 MAILING CITY: MIAMI BEACH BUSINESS ZIP; 33139 MAILING STATE: FL MAILING NAME: YAHR CONSULTANTS P A MAILING ZIP: 33139 Description: GENERAL BUILDING CONTRACTOR MESSAGE: This Local Business Tax Has Been Paid 3/8/2012 10:43 AM 04/09/2012 15:04 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES I001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 2419 RECIPIENT ADDRESS 93055358257 DESTINATION ID ST. TIME 04/09 15:03 TIME USE 00'19 PAGES SENT 1 RESULT OK L4) 4 J ? r�:af/1C r-- Pe i No: 12-590 Job Name: April 5, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide wind load design criterion. 2) The product approvals submitted are incomplete poor copies. Provide complete copies of all approvals. 3) Provide product approval for the mullian. 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 CBO 305 - 762 -4859 cp4 3-- 535 �a5 - Pe mif No: 12 -590 Job Name: April 5, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide wind load design criterion. 2) The product approvals submitted are incomplete poor copies. Provide complete copies of all approvals. 3) Provide product approval for the mullian. 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 CBO 305 - 762 -4859 : 3- 535 -- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. Q: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax- assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction/renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. 0: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre- damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Created on June 2009 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Cont ct must be attached) PROPERTY OWNER: /'l /C6 c. '✓e%7a"" PERMIT # ADDRESS: /040.3 /t/ € f Cat FOLIO NUMBER: II' Z 32 -171.46 -- FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 4442 ,2025' (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUC '� (attach appraisal): =.1AL �•;0, 17 '7 OWNERS SIGNATURE: (eie�Q PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings,. Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool My Home Show Me: Property lrian rrxirar v Search By: Select Item v 0 Text only jProperty Appraiser Tax Estimator jProperty Appraiser Tax Comparison Summary Details: Folio No.: 11- 2232- 028 -0600 Property: 10603 NE 10 PL Mailing Address: 10603 MIA SHR INC 4320 NORTH JEFFERSON AVE MIAMI BEACH FL 33140- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage:, 2,217 Lot Size: 11,050 SO FT Year Built: 1954 Legal Description: MIAMI SHORES ESTATES PB 47 -58 LOT 10 BLK 4 LOT SIZE IRREGULAR OR 16411- 5172 0694 1 COC 24674 -0972 06 2006 1 OR 26964 -3361 0709 11 Assessment Information: Year: 2011 2010 Land Value: ` $110,313 $65,846 Building Value. $178,783 $179,791 Market Value $289,096 $245,637 ACTIVE TOOL: SELECT Aerial Photography - 2009 hltp: / /gisims2.miamidade .goy /myhome /propmap.asp My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property ADDralser 0 113ft Home !Using Our Site 1 Phone Directory !Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. Legend Property Boundary • Selected Property ▪ Street / Highway Miami -Dade County Water 3/14/12 11:25 AM Page 1 of 2 MIM COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINNISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI- -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wwvw. iglamldade.aovNuiidiaathome/asp Master Security Doors Inc., 2179 N. Powerline Road, Suite #2 Pompano Beach, FL 33069 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 BNC - 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. BNC 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 ofthe 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 "EX3" Single Outswing Steel Door -L.M.L APPROVAL DOCUMENT: Drawing No. 11 -037, titled "EX3 USA Outswing Door Large Missile Impact Resistant ", sheets 1 through 11of 11, dated 09/15/05 and last revised on 04- 18 -11, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: t 1. Refer to sheet 3 of the Dwgs for Design Pressure Vs anchor type and anchor spacing "S" 2. Min (5) retention clip per side jamb required (Max 28.74" OC), See detail X/11 in sheets 3 and 11. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Series/Model 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 ofthe 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 & renews NOA # 05- 1121.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, F.E. Ybr 5\4 417' NOA No 11-0420.01 Expiration Date: April 20, 2016 Approval Date: June 02, 2011 Page 1 $aster Security Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 054121.03) 1. Manufacturer's die drawings and sections. 2. Drawing No. 11-037, titled "EX3 USA Outswing Door Large Missile Impact Resistant ", sheets 1 through l lof 11, dated 09/15/05 and last revised on 04- 18 -11, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS (transferred from file # 05- 1121.03) 1. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by American Test Lab of South Florida, Test Report No. ATL# 0531.01 -05, dated 11/09/05, signed and sealed by William R. Mebner, P.E. and Henry Hattem,•P. E. C. CALCULATIONS 1. Statement letter of compliance to FBC 2007, dated 04/14/11 issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Anchor Calculation and Structural analysis complying w/ FBC 2004, prepared by Tilteco, Inc., dated 09/09/05, signed and sealed by Walter A. Tillit Jr., P.E. ( transfenyed from file # 05- 1121.03) D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS . 1. Tensile test report # 5GM -704 dated July 28, 2005 per ASTM E -8, issued by Metallurgical Inc, signed by Frank Grate. F. STATEMENTS 1. Statement letter of compliance to FBC 2007, dated 04/14/11 issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Statement letter of "No financial interest", dated 04 /14/11 issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. 3. Statement letter dated October 11, 2005, "No financial interest" and conformance to FBc 2004, signed and sealed by Walter A. Tillit, P.E. (transferred from file # 05- 1121.03) 4. Statement of lab compliance, as part of the test report. G. OTHER 1. This NOA revises & renews NOA # 05- 1121.03, expired on April 20, 2011. 1 ylA� i . LLt4.. Ishaq I. Cbanda, P.E. Product Control Examiner NOA No 11- 0421.01 Expiration Date: April 20, 2016 Approval Date: June 02, 2011 E -1 laEN ERA L... NOTES 1.EX•3 USA, t? wlmg single dons, large missile impact tesistant shown ontr is Product Approval Dement (P.A.D)has been verified for compliance hi accordance with the 2007:Widen of thelresida Building Code Door maybe instated at Blab Vdodty Hurricane Zones (ILV.R'.Z). Dash wind loads shall be date tined as per 1620 of the above mentioned node. In order er verify that anchors on this P.A.D„ as tested, were not overstressed, a 33% %crease in allowable stresses for wind loads was gMusel in their analysis. A duration fasts Co =140 was used to verify fwtma in wood. door's adequacy for impact and cycno resistance has been verified In accordance with 1626 of the above motdloned cote, as per TAS 201, 202 and 203 protocols, per ATL' Report 00531.01 -05, and as per submitted orlcnledons performed as per section 1612 ofthe P1oridaTuildingCode. 2. Max Dntsfga Press= Ratings + 150,400 psf • This pressure rating is only valid if door is assembled with requlred harder indicated on sleet 2 of this drawing. 3. This Dear is approved-for Air and Water Iaf3ltration. This approval is only valid If door Is sealed with required gaskedng and weather stripping as indicated on Bill of Materials on sheet 3, and sealant specified on General Note 10 below. 4. This Door not require aHurrl ane Protective Device. " 3. Wood b by *there, and meat be properly =hosed toi ansfor loads to the misting gramme Wood bucks must be Southern Pia 02, with specific atavhya aped or greater than OM. 6. Aeolians for fastening door subliame to existing semen east be as ind(cated on street 3. 7. All welding to confirm to-the 2007 Amodoat welding Society AWS.D1.3and AWS DIS. Regulations. Use wedded seldom 8. An sawn used for assembly oamootlone (metal to metal) to be stainless steel 304 or316 stales or cortoalon resistant- coated earbon steel as perDlN 50018 with 50 ksi minimum yield strength and 90 kat tandle strength and shall comply with F.B.C. section 241133.4 9. Remaining components k r this door system shall be as indicated on Bill ofMaterials on sheet 2 ofttds dewing. 10. Sealing ofdoor components shall be ea follows: Sealant: Frame: The interior and exterior pedmeterJolnts and all thane connections shall be sealed with aillaamesealant The two shod metal 43° angle spud aecetons et thecomerkey shall be sealed to each other and to the sheet metal fabric caner section with silicone sealant. The Wes steel swarms atthusilshall besealed withsniconesealed. Mks Mall%) also soap to hinge Jamb with Whams sealant Sub•Samer The interior and extalorperimaer Jolmts and ail sub -dame con ons shell be sealed with silicone sealant. Sub-name shill be also sealed to to frame with silicone sealant armed the extedor perimeter. Sub -Same shall Ito the wood buck using Atone sealant. noon The Interior and exterior perimeter John and all door coanreotlom to the main casing atthe top ran, bottom ran and stiles shall be sealed with dnoome sealant Binges shall also be sealed to hhge stile with silicone sealant. The plywood panel on exterior side of door shall be sealed around perimeter of the top rail, bottom rail and stiles with silicone coaled. 11. Frame and Sub-Same Materials Hot toned steel DD12 Refinance EN 10111 with Tenalle Strength= 59,100 psi; Yield Strength at 0.2'%"' 52,300 pep; Ultimate Efonareka 33%. 12.1DoorMateriab Hot rolled zinc plated DXS1 +Z100(275ales0.6Oz ta)Be£erenaeEST10142+ A1-97 with Tensile Strength= 54300 pat, Yield Strength at 49,600 pal; Ultimate Elongation-' 23%. 13. Anti DesIgnados for Steel: Equivalent to ASTM A 653 CQ Crude 50 at flare end ASTM A 653 CQ Glade 50 at door. 14. Galvanizing type 060 (lokial shop coated), followed by a second coat of asphalt paint in accordance-w/ 2007 B.B.C., section 2220.2 15. Decorative Wood Chad Panels: 0.250 (1/4°) thick plywood Oda. B =1300 kat), oak (min. B®1573 kat), pine (min. B®1417 kat.), mahogany (min. B =1201 Mil Douglas fir (mln. B =1390Mi.) with 10- 12% nnxlmmtmoisturecontan, paintedwithmhdnauaoftwo (2)coatsof water based midi:hes, protective Impregnators and coatings in outdoor intal . 16. Door's manufacturer label shall be placed on the wowed sabre of doors (lama or sub flame. One Label shall be placed far every door. Label shall rani as follows: Master Smutty Doom, Inc. Deerfield theachal MiemfDarle Calmly Product Control Approved. d. 17. a. This P,A.D. prepared by this engineer Is genetic sad door not purride infirtmation for a apecd&& proms Le, whore the site conditions deviate 8omthe P.A.D. b. Contractor to be responsible for rho adearlmr parobaeeandInsallation, including life safettrofthis - product, bared on this P.A.D„ provide he/she does not deviate from the conditions doted on this document. Comettucton safety at site is the hoc's respotnibility. o. This P.A.D. will be considered Wand if altered by any means d. Original P.A.D. shall bear the date and original seal and of the professional cues ofnecoid than paced it. 18. Materials, included but not limited to steel / metal soma, that come in contaerwhh other disalmilar naterlsis shall moot the requirements of 2007 Florida Building Code section 2003.8.4. Fi !k 42b rammergev1889 o gibiispha lla 11-037 DRAWING N° SHEET 1 OF 11 BILL OF MATERIALS IMM DBSCARIP 1ON MATG'Rb L QT`( GDMMeNTS x HANDL.6SBrw/DeAD80tr MISC. x NOrAPPUCABL6 2 6XTSRIORPAN6i (SW NOTS1.5) 0.26,TH7G WOOD 4 >a0.85 x ATTACH6ATOITEM11 .WITF}LIQNID NAIL 4L . 3 INT5RIOR PANOL (566 NOTS15)) 0.250 THK. WOOL. 4 >., 0.55 1 AT?'ACH T/ TO ITEM II WITItU UD NAIL GUYS 4 FRAM6JAM®S,H5AD lilt. 5TLW /As2 PVC. RUN 3 NOTA$PUCABL.6 S FRAME CORN ER KSy CAW. ST661.. 2 R5F6R.TO511651-$ 6 1-1I14.26A$S6MEL'( STEEL 3 R.612ERTO SHEET10 ' y R0CKWD0L.INSI4LATTON FIESRl.ILASS A/R. PAN6LCA S REtNF(MLU..TT- POINTLOCK HOIASIN4) ST66L 1 AT LOCK-STILE; 9 ,9/16' X 1/$' THK 01.51.4 CELL FOAM 6PS A/R. W /A11116SIV6SACKII GK AND 4t.44011. TO COMPRESSION 4A,S1/6T 10 PANEL R6tNF (HnN4USTiLs) sum- t ATHIN46 STit..6 11 PANEL TOR BOTTOM Fa STTLS RAILS • HRSTL W /A82 PVC RUA 4 NOTAPPUcA&L6 12 t5X1/2'PPHSMS STEEL 19 PANEL ArSSySCREW i3 CISA CyUNDeRASS5MBLy LOCK ST66L 1. REFORM:, Si-155T 2 . 14 BACKINATOBAR 4ALV.ST66L 2 NOTAPPUCA154.6 15 ELEYAT61/ FRAME SILL HRSTLW /AS2PVC FILM 1 R6F6RTO SHSET6 15 FRONTPANOL PLATS HOTROLL5D STEM. i ..0.0t'" • TMIG WELDED TO The St66L FORMMA S6'CTIONAROIAND THE ENTtR6 P6RIMDTVRON INTSRIOR.ANA 6X1-61210RSMS, (20) WSU'S AT UACHSTIL6, LOCATEAAT (t) ATI/ 1/11. FROM TOP RAIL,•7146N (49) W6LAS AT 3/4' 0-0.-(5) WWLASATT0PANA BOTTOM RAIL, EACH LOCATED (1) Art' FROM t-0CKSTU.$, THEN (Tj) AT 5' 0-C. • • t7 REAR PANEL FORMED PLATE HOT ROLLEDST68L 2. 0 THII, SPOTW6LA5A TO 1T6M 5 IN TH6 LOCK STILV WTT14 TWb ROWS OF SPOT-WV-LDS, 4' APART, FIRSTROW AT5/S' FROM $TtL6. SA•}t ROW WITH (5) W6LA5 LOCATED (1) AT11/2. f}0M TOPRAIL, SAL4NCSAT1s 1/I',14,114', 14,', 3 314,.. IV, YO 3/4,440 ANA ALSO SPOT WSLASD TO ITEM 10 IN 1146 HTN6 STK6 WITH ONO ROW OF (0) SPOT WeLDS AT 1/2' FROM NINC6 STIL.6, AND AT21/2' FROM TOP RAIL, W1TH BA LANCE AT 14 1/2', 1y', 1.77/r, 18' AND 1,•91/2'. 1$ $4415FRAMS HEAD HOT ROU$Dsmut- 1 REFER TO A6TAIL18 SH66T7 19 SKBFRAM5JAMBS HOTROLLED.b, a6L 2 R6F6RTO DETAIL29, SH567-y 20 LOWER FRAME/ SILL. HRSTL W/ A52 PVC FILM 1 R5FSRTO DSTAIL20, SH661j' 21 StaFRAME CORNER. K6`( 4ALV. ST66L 2 R.5F612TO DETAIL 21, SH667 j<AND 1145TAIL5 SHOUTS 22 FRAMS 4ASK6r VINYL Aft *stem TO AETAL 22, silver 23 COMPR65SION GASKET VINYL. A/R. REFER. TO DETAIL 23, SH66T11 24 'SLOTW/THR6AAOD SLEEVE , ST66L 5 RIFF 067'24, SHEETS AND REFD6T26, S}t66Ty, LOCATOR AT 13/$' WI116'X 11/5' Ht4H C14TOL4TS COVERED WITH VIN(L COVER (5) AT?10446JAME 26 RETENTION CUP How64N4 4ALV 5T66... 10 SPSR)AM13. S66 LOCATIONS ON SH66T3. REF. DUT2S, S ". No,. R6TEN'IION CUP CAW. ST864 10 J.4, 5P61VAMB. S66 LOCATIONS ON SN66TS. REF, DST �. , 77. -`. 445.. Q 21. M$ X30MMALL6N HEAD 13.0LT STEIL 5 , „,. S6651.166T3 FOR LOCATIONS BLOTK63PUR PLASTIC 5 REFDST2$,SH56T'. 4S6 SAT HIN4®JAMBAT1T73 24.: -,jCE/U4e.ed9 MOO r 8 n t ritonUC7'NBY6ljiD a o1M6a ihoiradas Autptance No .DI 11 -037 DRAWING N° SHEET 2 OF 11 MAX. OVERALL L FRAMS WIDTH' 405/16' r MAXIM AM PANEL. WIDTH* 371/2' (ryP (2) LOCATIONS, TOP) 7.500 ..s. O DETX/11 Tyl> (10) LOCATIONS MAXI/AWN ANCHOR SPACtMtlq'S• 501-1DDtA.L.6 FORSA.SFRAM6 ANCHOPA4E TO EXISTINCq STRMCTARE DOOR FRAME JAM'S DESIGN WAD IAP TO 300 PSF ANCHOR. TyPE 30 O.c. 2 33° 3/4.0.0: >W0TO 200 PSF 41* 0.0. y o.c HEAD SILL NP TO 300 PSF 32 3/4" O.C. 20• O.C. >100 TO 200 PSF 6 3/8' o.o. 9 3/8.0.0. * VALID FOR. 61TH6R1.O11R.6D CONCRETE, CONCRETE SLOCK, OR WOOD SL<SSTRATES (REFORM M'Ie 0RLE46ND) ANCHOR.LEC16ND: 3. 3/4'TAP0ON ANCHORS, By 6LCo TEXTRON W/ 13/4' MIN. 6MMEDMENT TO f'° = 3,32 K•SI CONCRETE, ORASTM 0-,30 CONCRETE SLOG .AND WITtt3' MIN. 6M$EDM8NTTO WOOD sN.BSTRATE W/ >= 0.S5-MIN 6Dtj6 DISTANCE 23/2' (MASONR`) AND MIN. ED4W DISTANCE I" (WOOD). 2 3/8' TAPPERS Sy POWER. FASTN ORS, INCI W/3 /4' MIN. 6M96DMENT TO F6 o 3.0 KSI CONCRETE ORRSTM 0-50 CONCRETE BLOCK WALL AND WITH' 3• MIN. EASED. TO WDODsvatsT�R�ATB W/4 >® 045MIN 6D4ED13T poets `(), MIN. �� (WOOD). ENSt *: :Q % 1,10 A:14% = P6Rtr,te j . LOChT10Ns (Tj'P21 ocknoNNs "'- BOTTOA4) DOOR- .4SS6MSLy /ht RDWARE (EXTERIOR 6L6vATION) 7.250 7.25041 00 DOOR.S14.1&FRAM6 CONNECTION TO DOOR FRAME f DOOR. St .V.F M6 cONNEC'rtON TO 6XtSTINCi Si tc.Tt tR6 (EX t 6RiOR. ELEVATION) (see ANCHOR L646ND, THIS SH66T) Phi 8hP r 66M iVNl16l pp.pw ens i% 11 -037 DRAWING N° SHEET 3 OF 11 MASONRy INSTALLATION MtNUkWN 6DC�6 AISTANC86 (see misers) a, 4 a a SEALANT 1/4• O TAPOON OtE.s/8O TAPPER RETORT° s4 ers FOR.SPACINti ANA LOCATIONS mid rr^ —� 1..x P.T. WANG (SEE NOTE .5/1.) 0 di m I� _EXT'eRiaR. Q tS ~i r SEALANT Eli (P) 2'X Pt'SKCIC (566 NOTE S/1) Tyr. TOP AND SOT1VM WOOD. INSTALLATION ATION MtNIMINA 6D46 AtSTANC6 (see sliver 2' FROM WCILSTILZ RESTAT71/2', <j 9/•• 344', a 1J2' (d) PER TOP RAIL. i• FROM LOCK STiL6 REST AT 4114', 41ir, 8348;,91/2'. 4 i/8•, 41/8' (j') P6RSOTTOM RAIL SEALANT • • MAIN ANGKOR. IRA O TAPCON OR a/80TAPPER REFER. TO SI -PEET3 FORSPACIN ANA LOCATIONS y% s'' � 4 °��bi�N1A1M NN�,`,`�� t MAIN ANCHOR T 1• U plyy Pq eseavar =vow 0..141.146 thensoll. a. asphstke 11-037 DRAWING N° SHEET 4 OF 11. serras,"*., NSF' 1/4•0 TAPCON, OR 3 /e, TAM:SRS TO S14SSi 3 FOR LOCATION MIN. 50.45 DISTANCE 2.° °X PT 114.4.014 (555 NOT55/1) 1/4• MAX.'SI tIM CAP —► MIN. — DISTANGS 555 St455T3) MASONRY INSTALLATION MAX. OV6RAt.L FRAM91M T14 m 405/16 EX 1 E1t.IO1 . (2) 2•X PT V.14014 (556 NOT55 /1) 1/413 TAPCON OR 3/$• 0 TAPPERS R6F5R TO 514657'3 FOR LA0k11ONS 22/4' mom BOTTOM RAIL a.-rxcnv�- i�rpZ/yµ. ��, 263/4',8513 26j•/8' 1'fRAltffi!?i'i'OMRM ■Ml (5) Peas LOCIG3T1LB + (2) 214-RB (2) PER rnNe, ®snLa x 0.7ey FItALLBNM.4.; (2) (8312/8• FROM BOTTOM RAIL, oTFIHR.Arto 3/4• 3• MIN. SMSSDM6NT WOOD INSTALLATION EXTERIOR. I OOP R N ig P_l 1 IPN801 cT Mono a�aOa�sb es Ivo the neolk. 11qC o 11 -037 DRAWING N° SHEET 5 OF 11 024 1.120 -.0-- --r... 1.934 .o-- /11 \ `g 11: II 2 i0 1.420 0.080'TItIG 19� 0414 ■I 0.160 l T 2950 - Q Q 1 �.`' 1 1 1 1 ^I O.0801'ttK. i— 4.230 D90 —a C R.EtNFORaEMENTLOCK"STIL.E m it% 0060 ( ' ) 1.180 .,r - _ ad ka— 0.4„90 j1 R5INF f-1-1NC�F. ST( LE -) gACKtNG�1D AR. lor (FU.L L. L.�ENTH') WO (HALL. LENGi -. —∎ 2490 —a. "'E- 0,300 0.080 { .) 0950 2.071, two � i D.i40 1' .w-- 0.393 L� i y .e 1 P t8. W X DRAWING: DETAILS Z m ei i p DATE DWN:09/15R5, REIN. 04/1841 0.7-50 � 28fo 1 0.520 alli 4-.-- O.aBd"k' 1. -- 0031( 0.350 L 0 .480 — wpf ELEVATEARAMESILL 1194 0.3x42 2.204 OOOOPAEL TAOP 0.360 t 0.603 0 .031 " WALL 'MK. T (? 110111NiHIH „ICtk.Y!LL!J00 .44 N ¢ y RAIL , o.ygo MOM NO AMID =EMI therladis ' 0.310 1FZ4ME;J4M -....III., 0 050" S WALL tf6E4A 1 .III-- 0160 Tt4 c That L Ar�� I 'cay"� 6 TRA NA v VERTICAL STILES -''' " .06, ; icc, s s St/* _ @ .1. oi:"... �,�s •ip 11 -a37 ° DRAWING N NW $Lt?T SHEET 6 OF 11 0.07'0 ¢ g .tea .3, 0• 111 W.+�g .dff o$ DIY F �!fi ii rwc 0.430 +— 2.350 --s 0.0� �� 2360 aOBO ovo 0.310 a.4so 2.340 2.050 DATE DWN:09 /15/05, REV. 04/181111 REV: 02!27/06 (GENERAL) J li g1 1.340 1770 0.550 talk —a- rtdc a-- 0.880 0.0 1,0 146q N 01141p� x "§C sus M JAM S © Sa41-e «1/2 - LOWER. FRAme si t. SR FRAME J-1-EAD Vir, SCALE :112' 7 SCALE:112 . • 0.610 —►- 0.443 o16O 064. FOR a [[�� U �..4 ' i� 0 E! AwA a `�i � 2 _. p�y D4 $4 MI a (2) 0.156001 III Rivers a - -1470 1.580 • --► a— 2.s5s —s • .*-- 0.2.34 0.150 —► •'1l— 2.514 --w- II_- - - I O LLSY 0.448 0.641 O .�...� f 0 222 0.400 2400 fj\ Mc. 2,016 r tl RNs -b 10.81 stitYa 0011 . . 0.050 0.s10 2.565 o 034 a��S'`•ill Sy�GV:NSi•••9 oto 7Nt t�l�''Oi y SL 3 FRAME CORNER K �' L V.LOT KEEPER bF 11-037 N° 7 SCf!! 6712 4,41 �,% SC/�L6. • BALI_ y'O•ij . "too. ac`s' , SHEET 7 OF 11 1..460 3.254 0.670 THREADED FOR M4 X 30MM ALLEN HEAD MS THREADED FOR. M4 X 30MM 0.537 4S ALLEN HEAD MS 0.310 3-11—. Z7°2 0.120 ITCORNER FRAME PLATE SCALE: FtALf CORNER FRAME PLAT (DETAILA) (2) PER CLIP THREADED FOR M4 (!) FRAME CORNER KEY SCALE: I-fALF SILICONE CHAP SETWEEN FRAME CORNER 146y ANA ALONG 6D4ES OF CORNER. FRAME PLATE. CORNER FRAME PLATE PIN CRIMP TO CORNER. KEY (2) M4 X IOMM FH ALL5N SCREW CORNER K5'( TO FRAME +I AD (2) PER.CLfP FRAME CORNER Key (D> i 1NqJ °, `�tiP T � :4v PER PLAT? M4 X 30MM ALLEN HEAD 1[ FASTENER (1) PER CLIP • FRAME CORNER Key ASS'Y ° ° °O gys aiQMAN tip�`��` Sbt&�RAME CORNER KEY Bo 0 11-037 DRAWING N SHEET 8 OF 11 • -0" 2.220 -.f- -- mi r Immo & OIGIOUSING COMPANY WISIM AMY 07,0 > (TOM # A*SCRJPTTON Q 4ANT17^( • o O o 1 t3a. LOOK x 132 1DN4R& KF"?OR . i p p a 0 CI 9. 0 0 ....... [] f l Eiy >v TO 1-01-- 1.1.80 LOOK 28 see. x 380 0 .3j0 �- 133 TONGf tS LOWER, i 23,E LOCILSLtDO �OLtS 2 �.) x3.5 CON N6CTOR.ROD (NOTStfiOWN) • 2 MASUR SECURITY DOORS, INC 217914 POWER UNEROAD suns FOPAFAMBEA(ELFL33069 TELEPHONE; FAR: 9S4- 971 75 REV. 02/27/O6 (OPAL) x3.5 COM.5TMK6PLAIT x --0- .r{-- 0.062 TIfiI4 ogyo 1..380 _. %moo 0001 �.3 0 j"�t.(LTI- ISOINTt_oCIGtN SYSTEM —111 ATTA0146A STILE W/.1°z)114 X i/2' fl4Ai_L6N i FON41.1.6 SC L.01 `-'► I.CPPSR.AND 2/2 0.200 —► 2.220 �- +-- LOWER. 0 LOGIC SCtlLS: 1 JI 4'9 I T./•¢ 8 i Vr gi 4U Bg I DRAWING: LOCK SYSTEM g z ea pp,,� pq ,,•y DATE DV/NM/IS/05, REV. 04/18/11 I G 3.160 0.70g (2) 140LBS FOR. 2/4 -28X 1/2' F14A1.-L6N 21.$10 Sys 3.460 1-41-- _ . . ..... 4,00 3.700 +-- - 4 ^ 4.800 3.700 • -TT t ~.. 1. 70 (2) LONG 3.4 oc ,..._ 044• 2.160 2520 3.070 Q.7s.ztA 0.3_90 Met. !0011111.04, (4) ```�J`4A��.CE 9 --► 2160 2520 —►- 3.Qjx0 -.1-- 0.440 -+— r - 5125 -� R5RLtIR6UAT .STILO Si/..tr 'WOLTS —•'-� 1.200 moon woo ra fdo otin e . �M ��s �) . . 11-037 DRAWING N° `� 3.6 L.00IGSMOGS PLATS s rep* ' * STATE O SCALE: 1/2 4• •AORtot...:44e SHEET 9 OF 11 r 0-240 2600 0.470 DiA es ms`s XX (6.1.) HiN4S MALE (6.6) M$ X 2D.3 ALLbN FLAT' H6AD j6uj PlvbrROD o IIIII • 1 . '` i t):. e C1 ASSF.ivST�il AM Pt4N 6 Y (l .. i tt V � � w ., H � 0.670 ■n t k —w" 0.225 2.360 0.240 i ITUM # D6SCR{PT1ON QL4ANTfl U § 1 W � N 0. n 61 tttN46MA16 i /AS5�" 6.2 F N488ACk9RPt.ATS i /ASSy V O 6.3 {{INtl6 MARLS 1 /ASS? (63) HiN40 F6MAL6 {6.4) M8 X 1.375 SOCNG6r t t AD II 6.•F MS Xl.3j:S50CtW rtt6AD 2 /AS y 65 Ptvor%op i /Ashy 2 /ASSY 6.6 MgX20.0,ALUMfit �. 2570 N,I --. ► 0.711 -•— 0.278 O 55 0.31.0 IA. Pd 9 4 1. 6 T' 1 a _ a. �+ PG O a' 80 NA. 0) o.31.o DtA� ..f_. 1.1..48 --.r' 6.1 H1 N45 8030 n t~s 0. 1111 .1 0.3 _90 o"4 v 0530 0 '� „ aFSi....TI...•4`'o szr••:N.,>NSF''•..yy 1 LJ a 2.520 0.880 t ... 1,,I ` * y�y o.3e0 OR10P ..a`rS �&.2 ttiN�j6 SCALt3: 2201 ter. S/FCIG612Pt r4r6 t au. 0.233 °��y�01NAµti-,a``�� +t 0.433 -•-1 6.3 H't N C�>✓ FeMAL -E 11-037 DRAWIlV'G N° SHEET 10 OF 11 0.310 DIAc. FRAME CrASK•ET SCALE RALt_ 1.59.2 3.12,0 RETENTION CLIP SCALE: HALF COMPRESSION CASKET SCALE: IOX • C(• a� ?. y�CEMSF •�9�s, s , 7 ORS •.'�``w ay'e�ss� • ' C;\ •r o. 4b y, Otani t ,s 9 /� ift ►VW R. FRAME StL L (�1��/� TO FleARellUAN113. CONNECTION 0.800 . --a ¶L/ 1P SIAisfRAM6 CONN6CTtON TO PRAMS -�� — 0.06A 0.125 � I t t L624 + 0.20 -- j 0.199 — r J 0222 —•- 1.218 1,54, AT?) RETENTION CLIP ftOtA.S1NCt SCALE: 1/2 11 -037 DRAWING N° SHEET 11 OF 11 t=1o0,bf6,'4cm3.IE1;;-e1" '1›4 e V0 fig 's a >> r4 lag .1t,g..9 -07 E 9 Vjg.ils r c4cidgil z+- 1-10 :E id f, 4 a 2 4 4L;1ii § 81t .gg!'41:0•49 igo,a1 Plu9 4 g."c5 :1• =04.0 1 10iTze 8 Stait)!9-9,8 1--t 4.EO 0 lin tz,„2.,, g V8! 0. 147-4,0$ -21-• .00 prA 1v1 v 71 tiff...gt= .,411111-4t,. t4)2 51 g•c "t2 21:31 ==.7/1)E 48 '4 •Icl -47, ":" Sli "PP§ 1Lt§ ItirletirD _tv o , , WIND CRITERIA: WINDOWS SHALL COMPLY ASCE 7 AND FBC CHAPTER 16, FIGURE 1609A FOR CATEGORY It, EXPOSURE C AND 175 MPH. gq12P4" 8 falE af-45= gZ NOA No 11-0420.01 Expiration Date: April 20,2016 Approval Date: June 02, 2011 °161" Page 1 NOTICE OF ACCEPTANCE (NOA) NOA Pro 02-1120.03 TRACO Security Windows & Doors, Inc. Expiration Date: March 17,2008 5100 N.W. 7r Avenue Approval Date: February 6,2003 Afumi, FL 33166 Page 1 t DESCRIPTION: Series "Coastal-240" Aluminum Single Hung Window -- Impact Resistant ZONE 4 +41.3 -53.1 SERIES EX3 SINGLE OUTSWING STEEL DOOR BY "MASTER SECURITY DOORS INC" P.C.A. # 11-0420.01 EXP. DATE: 04-20-2016 SCALE: %" NE 4 +42.6 -55.5 ELEVI = INGLE HUNG TYPE WINDOW AS MANUFACTURED BY "TRACO SECURITY WINDOWS AND DOORS, INC" SERIES COASTAL 240 / N.O.A. NO. 02-1120.03 SINGLE HUNG TYPE WINDOW AS MANUFACTURED BY "TRACO SECURITY WINDOWS AND DOORS, INC" SERIES COASTAL 240 / N.O.A. NO. 02-1120.03 is 711P:: /11,1117 SERIES EX3 SINGLE OUTSWING STEEL DOOR BY AY 1 A. "MASTER SECURITY DOORS INC ti 4012 P.C.A. # 11-0420.01 Miami Shores Village APPROVED ZONING DEPT gUP.IrCT TO COMPLIANCE VVITH ALL FEDEIVt. A l t ANn COL /NT? RUI_EgsAND RECIULATIOla APPROVAL DOCUMENT: Drawing No. W99-62, dated 01/13/03, titled "Coastal-240 Impact Single Hung Window", sheets 1 through 3, prepared by Frank L. Bertmcdo, P.E. Consulting Engineer, signed and sealed by Frank L. Bennardti, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MIS&LE IMPACT RATING: Large and Small Mune Impact Resistant Lusa. -stt 0 FLOOR PLAN SCALE: 1/4" = 19-0" ako=lliti. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Trulite Window & Door Solutions, LLC 8130 NW 74th 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 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No.M95 -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., 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. 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, 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 revises and renews NOA # 10- 0930.06 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.mia midade.aov /pera/ MWM DADE CO NTY APPROVED NOA No. 11- 1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 throng 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. TESTS 1. Test reports on: 1) Large Missile 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, 0-0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Large Missile 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 3 mulled fixed frame windows, 0-0/0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA #02-0227.01) 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 09/21/95 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA #95-0515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Ai- Farooq 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 QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. E -1 ,41111P Manue Perez, , Product Control Exa NOA No. 11 -12 .07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated November 16, 2011, signed and sealed by JavadAhmad, P.E. 2. Florida Dept of State, listing of Trulite. Window & Door Solution, LLG (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, 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. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10- 0930.07). 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. 10-0930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion --- L.M.I. ", approved on 01/06/11 and expiring on 12/24/11. anuel ' P.E. Product Cont 1 E miner NOA No. - 1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 E -2 TYPICAL GLAZING PRODUCT 4,000 6.000 8.000 3.000 - 4.000 ALL TUBE MUWONS TO BE ALLOY 6083 -T8. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOT S; THIS PRODUCT HAS BEEN DESIGNED AND TESTED 'TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELDCIW HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - -.. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING COMMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. -0 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL. MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 .510 _2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MELTING ABOVE LOAD REQUIREMENTS, USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL STEP Q D DESIGN RATING MORE THAN2 DESIGN LOADLSPECIFIED WITH IN Site 1 ABOVE. USING ANCHOR TYPES ON SHEET 4 THRU 8 AND ANCHOR CHARTS STEP `O ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLION CLIP (YE -65) (8063 -46) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. .125 MULLION CLIP (6063 -45) CUP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MUWONS. (NO SIDE FASTENERS READ.) MULLJON CLIP (8063 -T5) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MUWONS. MUl -LION CLIP (6063 -TO) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS (NO SIDE FASTENERS REGD.) ANGLE CLIP (6083 -T5) ENT: ',WAD- -ARUM • •NIA Ci{ 705A2 CAN 01 eostplyieg with the Rad& No O on Rate MULLIONS 0 it 1 8 8 c drawing no. M95 -06A (sheet 1 of 6 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. -X- 1' X 3 STD...: 1 2- _4 S77).. 2X-4-' -STD. - 2 X 6 STD. WIDTH (9)-MULL SPAN 1 2 STD. 19 -1/8° - - 140.0 140.0''- - 140.0 140.0 140.0 26 -1/2" - 136.2 140.0 140.0 140.0 1410 30" - 120.3 1. 40.0.,. 140.0:, - 140.0, -140.0. 37" - 97.6 140.0 140.0 140.0 140.0 42° - 85.9 140.0 140.0 140.0 140.0 48° 38 -3/8" 75.2 140.0 140,0 - 140.0 140.0 53-1/8" - 87.9 139.8 140.0 140.0 140.0 60° - 60.2 123.8 140:0. 140:0 140.0 88° - 54.7 112.5 140.0 140.0 140.0 72" - 50.1 103.2 140.0 140.0 140.0 74" - 48.8 100.4 140.0 140.0 140.0 19 -1/8" - 82.2 140.0 140.0 140.0 140.0 26 -1/2" - 59.3 140.0 140.0 140.0 140.0 30° - '524 140.0 140.0 140.0 140.0 37° - 42.5 118.3 140.0 1400 140.0 42" - 37.4 101.6 140.0 140.0 140.0 48° 50 -5/8' 32.8 88.9 1400 140.0 140.0 53-1/8° - 28.6 80.3 129.3 140.0 140.0 60" - 28.2 71.1 114.5 140.0 140.0 68" - 23.8 84.7 104.1 140.0 140.0 72° - 21.8 59.3 95.4 139.3 140.0 74° - 21.2 57.7 92.8 135.8 140.0 19-1/8" - 42.7 122.1 1400 1400 1400 28-1/2" - 30.8 88.1 140.0 140.0 140.0 30° - 27.2 77.8 140.0 140.0 140.0 37° - 22.0 63.1 1194 140.0 140.0 42° - - 55.6 105.6 140.0 140.0 48' 83° - 48.6 92.4 1350 -- 140.0 53 -1/5' - - 419 83.5 121.9 140.0 or - - 38.9 73.9 108.0 140.0 86° - - 35.4 87.2 98.2 140.0 72° - - 32.4 61.6 90.0 140.0 74° - - 31.5 :60.0 87.5 140.0 19 -1/8" - 26,1 -: - 74.6 .140.0 140.0 140.0 28 -1/2" - - 53.8 115.4 140.0 140.0 30° - - -47.5 - 101.9 140.0 140.0 37° - - 38.5 52.6 120.7 140.0 42° - - 33.9 72.8- 106.4 140.0 - 48' 74 -1/4° - 29.7 83.7 93.1 140.0 53 -1/8" - - 28.8 57.6 84.1 - 140.0 60" - - 23.8 51.0 74.4 140.0 86' - - 21.8 46.3 87.7 131.0 72° - - 42.5 82.0 120.1 74" - - - 41.3 814 118.8 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS' 1X2 STD. 123 STD. 1X4 STD. 224 8711. 228 BTD. WIDTH (W) MULL SPAN 19 -1/8" - - 51.5 110.4 140.0 140.0 26 -1/2° - 37.2 79.7 118.4 140.0 30° - 32.8 70.4 102.8 140.0 37" - 28.8 57.1 83.4 140.0 42" - 23.4 513 73.5 140.0 48° 54' ' - 20.5 440 643 140.0 53-1/8" - - 39.7 58.1 127.2 -- 60" - - 35.2 51.4 112.8 88° - - 324 46.7 102.4 72' - - 29.3 42.8 93.8 74° - - 28.5 41.7 91.3 19 -1/8° - 34.5 74.0 108.1 140.0 28 -1/2° - 24.9 53.4 78.0 140.0 30" - 22.0 47.2 88.8 140.0 37" - - 38.2 55.9 138.8 424 - - 317 49.2 1212 48" 98" - - 29.5 43.1 1074 53-1/8° - - 26.6 38.9 97.4 80" - - 23.8 34.4 812 86' - - 21.4 313 78.4 72' - - - 28.7 71.8 74' - - - 27.9 819 18 -1/8° - 24.2 51.8 75.9 140.0 26 -1/2' - - 37.5 844 1410 30° - - 331 48.4 134.5 37' - - 26.8 39.2 108.1 42" - - 217 34.8 96.1 48° 108° - - 20.7 30.2 84.1 53-1/8' - - - 27.3 76.0 60° - - - 24.2 87.3 68° - - - 22.0 81.2 72' - - - 20.2 56.1 74' - - - - 54.5 19 -1 /8° - - 37.8 55.3 1400 28 -1/2' - - 27.3 39.9 111.0 30° - - 24.1 35.3 86.1 37° - - - 28.8 794 42° - - - 252 70.1 48° 120° - - - 220 813 533 -1 /8° - - - - 514 80" - - _ - 49.0 66° - - - - 44.6 72° - - - 40.9 74" - - - - 394 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1YINDOW DIMS. 122 STD. 1X3 8TD. 1X4 STD. 224 STD. 228 STD. WIDTH (W) MULL SPAN 19 -1/8° - - 26.5 41.5 118.6 28 -1/2' - - 20.5 30.0 83.4 30° - - - 26.5 73.7 - 37' - - - 21.5. 59.8 42° - - - 52.6. 48' 132" - - - - 48.1 53 -1/6" - - - - 41.6 60° _ - - - 38.8 88' - - - - 33.5 72° - - - - 30.7 74° - - - - 28,9 19 -1/8" - - 21.9 32.0 80.0 28 -1/2" - - - 23.1 843 30" - - - 214 58.8 37' - - - - 48.0 42" - - - - 415 48" 144° - - - - 315 53 -1/8' - -^ - - 32.1 60° - - - - 28.4 58° - - - - 25.8 72" - - - - 217 74° - - - - 210 1 2 2 STD. TUBE 1 2 3 STD. TUBE 1 X 4 STD. TUBE ]X 91"4 5X 9Y3 .332 .332 IX IN^4 ISA ¢4"3 .950 I .633 I8 M-4181X IN "3 2037 1.019 VERTICAL 0 GLAZING OLAZINO PRODUCT PRODUCT ARCHES TO BE INSCRISE0 WSIOE RECTANGULAR SHAPE HORIZONTAL MUUION /74----M- 7 14900007 ^ ^ 3 01.42919 - ARCHES TO BE INSCRISE0 WSIOE RECTANGULAR SHAPE HORIZONTAL MUUION /74----M- 7 14900007 ^ ^ 3 01.42919 - - GLAZING MULLION SPAN TYPICAL. MULLION ARRANGEMENTS WIDTH (W) = WI + 02 2 2 X 4 STD. TUBE c 2.9 piro D mai . Engn c1AV 5/8810 FLC. @.70592 2 2 6 BTD. TUBE INEW1F� j PRODUCT REVISED IIm1Y whhtiro Fladd9 Acceptance No Expiration Rata too z 0 O g G 9 0 y 24 �gY i3 P .tl 4 drawing no. M95 -06A sheet 2 of 6 DESIGN - 1.08» CAPACITY - -P8F -- DESIGN LOAD CAPACITY - PS5 DESIGN LOAD CAPACITY - P8F WINDOW DIMS. ANCIIORS TYPE WINDOW 01613. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2. A4 -AA2 884 8882 AAA4 112 B4 MOTH (W) MULL SPAN A2 84 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 D4 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 , TEL (305) 284-8106 FAX (205) 28289788 j 19 -1 /8" 26 -1/2" 30° 37° 42° 48° 53 -1/8" 60" 66° 72° 74° 38 -3/8" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 19 -1/8° 28 -1/2° 30" 37° 42" 48" 53 -1/8" 80° 66" 72° 74° 84" 89.6 139.1 78.9 140.0 91.4 140.0 140.0 140.0 19 -1/8" 26 -1/2" 30" 37" 42" 48° 53 -1/8° 80" 66" 72° 74° 132° 44.3 88.5 50.2 100.4 58.2 116.4 109.3 140.0 109.9 140.0 124.5 140.0 140,0 140.0 140,0 140.0 50.2 100.4 56.9 113.9 88.0 132.0 123.9 140.0 31,9 83.9 36.2 72.5 42.0 84,0 78.9 140.0 97.1 140.0 110.1 140.0 127.6 .140.0 140.0 140,0 44.3 88.7 50.3 100.6 58.3 116.6 109.5 140.0 28.2 56.4 32.0 64.0 37.1 74.2 89.7 139.3 78.7 140.0 89.2 140.0 103.4 140.0 140.0 140.0 38.0 71.9 40.8 81.9 47.3 94.5 88.8 140.0 22.9 45.8 25.9 51.9 30.1 80.1 56.5 113.0 89.3 138.7 78.8 140.0 91.1 140.0 140.0 140.0 31.7 63.3 35.9 71.8 41.6 83..3 78.2 140.0 20.2 40.3 22.9 45.7 28.5 53.0 49.8 99.8 60.7 121.3 88.8 137,8 79.7 140.0 140.0 140,0 27.7 55.4 31.4 62.8 38.4 72.9 68.4 138.9 - 35.3 20.0 40.0 23.2 46.4 43.5 87.1 54.8 109.8 62.2. 124.3 72.0 140.0 135.3 .149.0 25,0 50.1 28.4 58.5 32.9 65.8 61.8 123.7 - 31.9 - 38.1 20.9 41.9 39.3 78.7 48.5 97.1 55.0 110.1 63.8 127.8 119.5 140.0 22.2 44.3 25.1 50.3 29.1 58.3 54.7 109.5 - 282 - 32.0 - 37.1 34.8 89.7 44.1 88.2 50.0 100.1 58.0 118.0 108.9 140 ..0 20.2 40.3 22.9 45. 26.5 53.0 49.8 99.5 - 25.7 - 28.1 - 33.7 31.7 83.3 40.4. 80.9 45.9 91.7 53.2 106.3 99.9 140.0 - 37.0 21.0 41.0 24.3 48.6 45.8 91.2 - 23.5 - 26.7 30.9 29.0 58.1 .39.3 78.7 - 44,5 89.2 51.7 103.4 97.2 140.0 - 38.0 20.4 40.8 23.8 47.3 44.4 88.8 - 22.9 - 25.9 30.1 28.2 68.5 19 -1/8" 28 -1/2" 30" 37° 42" 48" 53 -1/8" 60" 68" • 72° 74° - 50 -5/8" 115.4. 140.0 130.8 140.0 140.0. 140.0 140.0 140.0 19 -1/8" 26 -1/2° 30" 37" 42° 48" 53 -1/8° 60" 86° 72° 74° 98" 80.9 121.7 89.0 138.0 80.0 140.0 140.0 140.0 19 -1/8° 26 -1/2" 30° 37" - 42° 48° 53 -1/8° 60° 68° 72° 74° 144° 40.6 81.2 48.0 92.0 53.3 108.7 100.2 140.0 83.3 140.0. 94.5 140.0 109.5 140.0 140.0 140.0 43.9 87.8 49,5 99.8 57.7 115.5 108.5 140.0 29.3 58.6 33.2 66.4 38.5 77.0 723 140.0 73.6. 59.7 140,0. 116,3 83.4. 67,7 140.0 98.7 140.0 140.0 140.0 38.8 774 440 88.0 51.0 102.0 95.8 140.0 25,9 51,7: 29,3 58,7 34.0 88,0 63.9 127.7 135.3 78.4 140.0 140.0 140.0 31.5 82.9 35.7 71.4 41.4 82.7 77.7 140.0 21.0 41.9 23.8 47.8 27.8 55.1 51.8 103.6 52.8 105.1 69,6 110 ,2 69.1 ` 138.2 .129.8 140,0 27.7 55.4 31.4 82.9 38.4 72.9 88.4 136.9 - 37.0 21.0 41.9 24.3 48.8 .• • 91.2 1RULHE WINDOW & DOOR SOLURONS, LLC 8130 N.W. 74Th AVE. MEDLEY. FL. 33166 TEL (305) 887 -2646 FAX (305) 883 -1309 48.0- 92,0 52.1. .104.3 60.4 120.9 113.6 140.0 24.3 , 48.5 27.5 559 31.9 63.8 59.9 119.8 - 32.3 - ' 36.7 21.3 42.6 39.9 79.8 41.5 83.1 47.1 . 94.2. 84.6" 108.2 .102.6 140.0 21.9 43.8 24.8 49.7, 28.8 57.6 54.1 '.108.2 - 29.2 - 33.1 - 38.4 35.1 72.1 368 73.6. 41.7 83.4 48.4 .98.7 90.8 140.0 - 38.8 22.0 449 25.5 51.0 47.9 95.8 - 25.9 - 29.3 - 34.0 31.9 834 33.4 88,9 37,9 75.9 44.0 87.9: 82.8 140.0 - 35.3 20.0 40.0 23.2 48.4 43.5 87.1 - 23.5 - 26.7 - 30.9 29.0 58.1 30.7. 81.3 34.8 - 69.5 40.3 80.6 75.7 140.0 - 32.3 - 38.7 21.3 42.5 39.9 79.8 - 21.6 - 24.4 - 28.3 26.8 53.2 29.5. .59.7 33.8 67.7 39.2- 78.4 73.6 140.0 - 31.5 - 35.7 20.7 41.4 38.8 77.7 - 21.0 - 23.8 - 27.8 25.9 51.8 19- 1/8". 26 -1/2" 30" 37" 42° 48° 53 -1/8° 80" 86" 72° 74" 83" 92.7 140.0 105.2.. 140.0 121.9 140.0 140.0 140.0 19 -1/8" 26 -1/2° 30" 37° 42° 48° 53 -1/8° 60° 86" 72" 74" 108° 54.1 108.2 61.4 122.7 71.1 140.0 133.6 140.0 ANCHORS ARCHES TO BE INSCRIBED SEE SHEETS 4 DIM 6 INSIDE RECTANGULAR SHAPE ART FOR �ACm MULLON 1. DETAILS HORIZONTAL 68.9 133.9 75.9 140.0 88.0 140.0 140,0 140.0 39.0 78.1 44.3 88.6 51.3 102.6 98.4 140.0 59.1 118.2 67.0 134.1 77,7 140.0 140,0 140.0 34.5 69.0 39.1 78.2 45.3 90.7 85.2 140.0 47.9 95.9 54.4 108.7 83.0 126.0 118.4 140.0 28.0 55.9 31.7 83.4 36.8 73.5 69.0 138.1 .42.2 84.5 47.9 85.8 55.5 111.0 104.3 140.0 24.8 49.3 27.9 55.9 32.4 84.8 60.8 121.7 37.0 73.9 41.9 83.8 426 97.1 41.2 140.0 21.8 43.1 24.4 48.9 28.3 56.7 53.2 106.4 33.4 88.8 37.9 75.7 43.9 87.8 82.4 140.0 - 39.0 22.1 44.2 25.8 51.2 48.1 98.2 28.6 59.1 33.5 67.0 38.9 77.7 73.0 140.0 - 34.5 - 39.1 22.7 45.3 42.6 85.2 26.9 5.3.7 30.5 61.0 35.3 70.8 86.4 132.7 - 31.4 - 35.6 20.8 41.2 38.7 77.4 019250 PRODUCT n VERTICAL MUWON 6182910 PRODUCT _ %-GIAZINO PRODUCT \ 24.8 48.3 27.9 55.9 32.4 64.8 80.8 121.7 - 28.7 - 32.6 - 37.8 35.8 71.0 H UPORTEDFOR 2004 FBC § J y E g R 6 24.0 47.9 27.2 54.4 31.5 83.0 59.2 118.4 - 28.0 - 31.7 - 38.8 34.5 69.0 JJ OLAZIN0 PRODUCT J _ AN HT B1 OV11N9 PRODUCT 19 -1/8° ' 26 -1/2" 30° 37° 42" 48° 53 -1/8" 60° 66" • 72° 74" 74 -1/4° 78.7 140.0 89.2 140.0 -103.4 140.0 140.0 140.0 19 -1/8" 28 -1/2" 30" 37" 42° 48" 53 -1/8° 60° 66" 72" 74" 120" 48.7 97.4 55.2 110.4 84.0 128.0 120.2 140.0 58.8 113.6 - 64.4.- 128.8 - -74.6 140.0 1400 140.0 35.1 70.3 39.8 79.7 46.2 92.4 86.8 140.0 50.2 100.3 56.9 113.8 65.9 131.8 123.9 140.0 31.0 62.1 35.2 70.4 40.8 81.6 78.6 140.0 40.7 61.3 46.1 92.3 53.5 106.9 100.4 140.0 25.2 50.3 28.5 57.1 33.1 662 62.1 124.3 35. 71.7 40.6 81.3 47.1 94.2 88.5 140.0 22.2 44.3 25.1 50.3 29.1 58.3 54.7 109.5 ,9 _W7 ° 31.4 82.7 35.6 71.1 412 82.4 77.4 140.0 - 38.8 22.0 44.0 - 25.5 51.0 47.9 95.8 28.3 58.7 32.1 64.3 37.2 74.5 68.9 139.9 - - - 35.1 31.0 28.2 - - - 39.8 35.2 32.0 23.0 20.4 - 48.1 40.8 37.1 43.3 38.3 ` 34.8 86.6 76.6 89.7 MULLION SPAN 25.1 50.2 28.4 58.9 33.0 85.9 81.8 123.9 22.8 45.6 25.9 51.7 30.0 59.9 58.3 112.6 10 u •1 • i ,' ■ u 1 c t ° v 4 4 S, 3 4 8 '20.9 41.8 23.7 47.4 27.5 54.9 51.8 103.2 - 25.9 - 29.3 - 34,0 31.9 83.9 20.3 40.7 23.1 46.1 26.7 53.5 50.2 100.4 - 25.2 - 28.5 - 33.1 31.1 62.1 . WIDTH WI + W2 ,8 o o W ° (W) P NOTE; aa0M AFINAO �QDUCfgwith eseomplY�8wg5t{reFMlYQ9 Building Code A ovum ,77,4 "No By .) r, ',± ' t ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB 'ENDS. • FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. BETWEEN WIDTHS SPANS FL , 4 70592 3 DaSL `'� ( drawing no. M95 -06A (INTERPOLATION OR ALLOWED) ANCHORS ,� ;`to *0 (sheet 3 of 6 ) 1° MIN. EDGE DIST. 1/4° DIA- TAPCONS BY ITV( 1 -1/4° MIN. WOOD PENETRATION 2 PER CLIP (1 ON EACH 5180 II*" Mr% 2qY w00.0 8uoK� oR 1pU0D- STRUCTURE -- 'FLOATING CLIP 1 -3/4 MIN. EDGE GIST. 1/4° 01A TAPCONS: BY 'riw 1 -1/4° MIN. EMBED INTO CONCRETE OR BLOCK 2 PER CUP (1 ON EACH WINO) .. *Me 1BY 'WOOD BUCK FLOATING CUP ANCHORS TYPE 'A2' 1/4° DIA. TAPCONS BY 'DW' 1 -1/4" MIN. WOOD PENETRATION 1 PER AN porfr"—r•irOo 2X2X18" ALUM #14 SMS 2 PER ANGLE 1 -3/4" 0.0. MIN. 1/4° DIA. TAPCONS BY 'ITW' 1 -1/4" MIN. EMBED INTO CONCRETE OR BLOCK 1 PER ANGLE u�N. . ,,,,,.._,.,„. w 14 SMS 2 P ANGLE -- ,1 -3/4° 0.0. MIN. 2 X 2 X 1/8" ALUM ANGLE 1° MIN. 1° MIN. EDGE DIST. 1/4° DIA TAPCONS BY 'ITT' 1 -1/4" MIN. W000 PENETAN 4 PER CLIP (2 ON EACH 11 28Y WOOD BUCK OR 000 STRUCTURE FLOATING CLIP 1/4° DIA. TAPCONS BY VW EMBED 1 -3/4° INTO CONCRETEMOR BLOCK MIN. 4 PER CLIP (2 ON EACH WINO) IE DIST. 3° M1N. yy 1/4" DIA. TAPCONS BY YnY' 1 -1/4° MIN. WOOD PENETRATION 2 PER ANOL. +i Aird U u 14 SMS 2 ANGLE 1 -3/4° O.C. MIN. FOR 3° TUBE 2-3/4" 0.0. MIN. FOR ALL OTHER TUBES 1/4° DIA. TAPCONS BY 'ITW' 1 -1/4° MIN. EMBE0 INTO CONCRETE OR 2 P 2111111141101111 5 1BY WOOD BUCK (ALL CUPS TO FIT SNUG IMO TUBE MULLIONS. TAPCONS MAY BE HOC OR FLAT HEM1 FLOATING CUP 2 X 2 X 1/8° ALUM ANGLE #14 SMS 2 PER ANGLE 1 -3/4" 0.C. MIN. FOR 3° TUBE 2 -3/4° 0.0. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' En 15YA511' D AHMAO' • 0 FLA. PE #10592 C.A.N. 3838 2 X 2X1/8° ALUM ANGLE PRODUCT REVISED ss sempIyins with the PUBIS Bm'ding Code Acc0tmwc No ,1 Esptmtios 0 0 ALUMINUM TUBE MULLIONS 0 •o N \ drawing no. M95 -06A (sheet 4 of 6 1/4° DIA. TAPCONS BY '1714' 1/4° DIA. TAPCONS BY YR4' 1 -1/4° MIN. EMBED INTO MASONRY ♦}LOCKS 1 -1/4° MIN. EMBED INTO MASONRY BLOCKS 1 -^3/4° MIN. 2 PER CLIP (1 ON EACH WING. 1 PER ANC 1/4° DIA. TAPCONS BY 11W' 1/4° DIA. TAPCONS BY 'ITW' 1-3/4" 1 -1/4° MIN. EMBED INTO MASONRY BLOCKS 1 -1/4° MIN. EMBED INTO MASONRY BLOCKS 4 P CLIP (2 ON EACH WING 2 PER ANGL• MIN. PER EDGE DIST. I/ /R' 404111.41 �I AA AI A EDGE DIST. MW. / t �0 �� . 1 FLOATING CLIP 111111 till 4 4 FLOATING CLIP 1 flies l) ti pp _ 2 PER ANGLE 1 -3/4° O.C. MIN. 1 U u 2 X 2 X 1/6° ALUM ANGLE l) I, 1 1 I Et SMS 2 P 14 ANGLE -3/4° O.C. MIN. FOR 3° TUBE I I u u 2x2x 1/6° RUM ANGLE ANCHORS TYPE 'AA2' 2 FOR ALL ANCHORS -3/4° O.C. MIN. OTHER TUBES 1 -3/4° MIN.. 1/4° DIA, TAPCONS BY 115.. 1 1/4 MIN. EMBED INTO CONCRETE - 2 PER CUP (1 ON E A C H .....a. 1/4° DIA. TAPCONS BY 'BW' 1 —i /4° MIN. EMBED INTO CONCRETE 1 PER ANGL• 1/4° DIA TAPCONS BY '1R9' 1-3/4° MIN. EMBED INTO CONCRETE 1 -1/4' 1-3/4° 4 PER CLIP (2 ON EACH WING, GE DIST. 3° 1/4° DIA. TAPCONS BY '11W' MIN. EMBED INTO CONCRETE 2 PER ANG • EDGE GIST. ' . °.. ., . ° ''' li IND . Ili III . . "URI \11 11 iV 14 SME 2 P ANGLE 1 -3/4° O.C. MIN. FOR 3° TUBED FLOATING CLIP l )1 614 SMS ER 1 -3/4° O.C. A MGIN �' u 2X2X1/8° ALUM ANGLE \ FLOATING CUP I I l) 1 I I I U u 2x2x1//a^ ALUM ANGLE ANCHORS TYPE 'AAA2' 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'AvAA4' m Q $ u i g2... ti IF I'' a u s 8 —..--, ,* Esart AV C AHMA0 au,. PE 7086 C q,g, PRODUCT Reviser) as complying with the Florida AclSpl Diann Code Awxptanas No ° s Expiration Rata r x X. s, 4. M„ �adop r. ALL CUPS TO FR SNUG INTO TUBE MULLIONS TAPCONS MAY BE HEX OR FLAT HEAD. drawing no. M95 -06A {sheet 5 of 6 METAL STRUCTURES (STEEL OR ALUM. STEEL : = ALUM NU II 1 /8° MIN. THICK) 38 KSI MIN. it 14 SMS PER (1 ON EACH ii OR 1/4" TEKS CLIP WING) R14 SMS OR 1/4" TEKS 1 PER ANGLE h li METAL STRUCTURES (STEEL OR STEEL : Fy NUM : il, ALUM. 1/8• MIN. .° 38 KSI MIN. 8083 -T5 MIN. THICK) I 11 #14 SMS OR 1/4" TEKS -4 PER CLIP (2 ON EACH WINO) 11 l A14 SMS OR 1/4" TEKS 3 PER ANGLE li ( MUWON \M95 -06A)I AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)3644100 FAX. (305) 2624978 ..: -isr- _ _ —.--- '- � =_��1-. ,_ -- - -- _ „..,ioNN/iiiiiiiiiiiiii, _,;- ��r=- °- `� .sir: „la I II HIM FLOATING CUP k ) 814 SMS 2 PER ANGLE 1-3/4° O,C. MW. li U 2X2X1 /a• ALUM ANGLE .� FLOATING CLIP l,� 14SMS 2 PER ANGLE 1 -3/4" 0.C. MIN. 3" TIJI3E 2- 3 /4R O.C. MIN. FOR ALL OTHER TUBES ti U 2x2x 1/8" ALUM ANGLE ANCHORS TYPE 'B2' 3 SCREWS PER ANGLE ANCHORS TYPE 'B4' 1RULtWE WINDOW & DOOR SOLUTIONS, LLC 8130 N.W. 74Th AVE. MEDLEY. FL 33166 7a. (305) 887 -2648 FAX (305) 883 -1309 �., ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. #14 SMS 14 1 -1/2" 0.C. MIN. 2 PER CHANNEL (1X2 & 1X3 TUBES) 3 PER CHANNEL (1X4 & 2X4 TUBES }) TUBE MULLION 4 PER CHANNEL (2X8 TUBE 1/8" THICK ALUM CHANNEL LENGTH TO Err SNUG INTO MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION I 1 1 t 1 1 1 1 I I I I TUBE MUWON 1 - OF CAULK CUP ANGLE JOINT AFTER ASSEMBLY ACCESS #14 2 PER 3 PER HOLE SMS 0 CLIP (152 CUP (1X4 4 PER 1 -1/2° O.C. MIN. & 1X3 TUBES & 2X4 TUBES CUP (2X8 TUBE 1 1 1 ' ' THIS SCREW INSTALLED CAN IN EITHER A 5 C BE. 1 1 10 EH Jp I 1 $ i - s ." �, b .�` DIRECTION 1 1 I 1 1" OTC. MIN. Ergrt AWE, AHEAD CIVIL FLA PE g 70882 CAN. tan • Y .�1� A.'s, PRODUCT REVISED as complying with the Flmlda Building tae No A, A u/ Expiation Rata r1:- Ofk%'X'„ By /. ._ _'� ,, •, Mi All . Product T, iI '_ 1 -3/4• X 2" X 1/8" (FOR 2BY TUB 3/4" X 2" X 1/8" F O R AU CUT TO FR SNUG INSIDE TUBE ANCHOR DETAIL #1 r" -" — drawing no. M95 -06A METAL TO METAL CONNECTION (sheet 6 of 6 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 71 Progressive Ave Cranberry Township, PA 16066 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.tov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "(140) 440" Aluminum Single Hung Window — S.M.I. APPROVAL DOCUMENT: Drawing No. 03- 0809 -113a, titled "Series SH-440 Aluminum Single -Hung Window (Small Missile SH- 440) ", sheets 1 through 5 of 5, dated 08/04/03 with revision "4" dated 05/16/08, prepared by Engineering Express, dated 07/30/08, signed and sealed by Frank L. Bennardo, 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 Division. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name: TRACO TRACO Security (TRACO) 71 Progress Avenue 2304 Silverdale Road 5100 N.W. 72nd Avenue Cranberry Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1205.09 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. 08- 0527.14 Expiration Date: June 10, 2012 Approval Date: August 21, 2008 Page 1 Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 03- 0809 -113a, titled "Series SH-440 Aluminum Single -Hung Window (Small Missile SH- 440) ", sheets 1 through 5 of 5, dated 08/04/03 with revision "4" dated 05/16/08, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, 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, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Architectural Testing, Inc., Test Report No. ATI 81726.01 - 501 -18, dated 04 /17/08, signed and sealed by Michael D. Stremmel, P.E. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Architectural Testing, Inc., Test Report No. ATI 81128.01 - 501 -18, dated 04 /14/08; signed and sealed by Michael D. Stremmel, P.E. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Architectural Testing, Inc., Test Report No. ATI 81127.01 - 501 -18, dated 04 /10/08, signed and sealed by Michael D. Stremmel, P.E. 4. Test reports on: 1) Small Missile 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 aluminum single hung window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No FET- T191 -06, dated 08/03/06, signed and sealed by Daniel Farabaugh, P.E. (Submitted under NOA# 06- 1205.09) E -1 Manuel Per Product Control E a t' •' Cr NOA No. 08- i 5 .14 Expiration Date: June 10, 2012 Approval Date: August 21, 2008 Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test report on: 1) Small Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of a reinforced aluminum single hung window, prepared by American Testing Lab of South Florida, Test Report No. ATL- 0608.02 -00, dated 06/21/00, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 00- 0920.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineering Express, dated 07/30/08, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/17/13. 3. Notice of Acceptance No. 07- 0831.06 issued to Cardinal LG for their "Laminated Glass Cardinal Sea -Storm Type B ", dated 10/11/07, expiring on 12/30/12. F. STATEMENTS 1. Statement letter of conformance, prepared by Engineering Express, dated May 16, 2008, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, prepared by Engineering Express, dated May 16, 2008, signed and sealed by Frank L. Bennardo, P.E. 3. Laboratory compliance letter for Test Report No. ATI 81726.01 - 501 -18, ATI 81128.01- 501 -18 and ATI 81127.01 - 501 -18, issued by Architectural Testing, Inc., dated April 22, 2008, signed and sealed by Michael D. Stremmel,P.E. OTHERS 1 Notice of Acceptance No 06- 1205.09, issued to Traco Security Windows & Doors, Inc. for their Series "(140) 440" Aluminum in e Hung. Window ", approved on 04/19/07 and expiring on 06/10/08. ` E -2 Manuel Perez, P Product Control Exami NOA No. 08- 0527.14 Expiration Date: June 10, 2012 Approval Date: August 21, 2008 6' MAX. AT HEAD/SILL CORNERS 53.12° MAX WINDOW WIDTH 47.87° MAX D.L OPG. 10° MAX,. TYP. SH -440 SINGLE -HUNG WINDOW SMALL MISSILE IMPACT RESISTANT 6' MAX. AT JAMB CORNERS SEE CHART FOR NO. OF ANCHORS PER IAMB. 6° MAX. TYP. AT JAMBS 6° MAX, TYP. 47.87° MAX D.L OPG. 50.50° MAX SASH WIDTH TYPICAL ELEVATION EQUAL LITES 6° MAX. AT HEAD/SILL CORNERS 53.12" MAX WINDOW WIDTH 47.87° MAX D.L OPG. 10" MAX, TYP. ll 6° MAX. AT JAMB CORNERS SEE CHART FOR NO. OF ANCHORS PER JAMB 6" MAX. TYP. AT JAMBS 6' MAX, I I TYP. 47.87° MAX D.L OPG. 50.50" MAX SASH WIDTH TYPICAL ELEVATION UNEQUAL LITES (FULL VIEW) REFERENCE DESIGN SCHEDULES FOR ALLOWABLE DESIGN PRESSURES: DESIGN SCHEDULE a STANDARD MEETING RAIL DESIGN SCHEDULE Ct REINFORCED MEETING RAIL GENERAL NOTES: 1. THE SINGLE -HUNG WINDOW SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE 2004 & 2007 FLORIDA BUILDING CODES, HIGH VELOCITY HURRICANE ZONES, AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS WINDOW SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 3. THE WINDOW SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201., TAS -202, & TAS -203. 4. MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS (e.g. NOA #07- 0828.05 OR #07- 0828.06). 5. THE WINDOW SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 8. THIS PRODUCT IS SMALL MISSILE IMPACT RESISTANT AND SHALL BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FOR INSTALLATIONS UP TO 30 FEET ABOVE GRADE. NO PROTECTION REQUIRED FOR. INSTALLATIONS ABOVE 30 FEET ABOVE GRADE. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. FRANK L BENNARDO, •PE9046449 ,,.. _.. PRODUCTP.E Benda as cutii}11 � with the A zco n 08 • .4 'eaDoeO1 .w 'I8 Pagi tick , .11/. \11 2 2 2 2 2 d INS 8 2 8 2 2 03- 0809 -113a SCAM 101 PAGE DESCRIPTtONt • ANCHORS PER ANCHOR SCHEDULE, QUANTITY AND SPACING PER DESIGN SCHEDULE IBY OR 2BY WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHEDULE, QUANTITY AND SPACING PER DESIGN SCHEDULE •nnnpmnnnn+.aNmonii Ex 71. �l1. IlinnitTi IV I --�I; , T 'i�1.11LI aurtnmnntoi�- �.�� D.L OPG. WINDOW WIDTH EXTERIOR 1/4" MAX SHIM 1I4° MAX SHIM 03- 0809 -113a acmes 101 naae oescaxnncm ANCHORS PER ANCHOR SCHEDULE, QUANTITY AND SPACING PER DESIGN SCHEDULE • DESIGN SCHEDULE -© STANDARD MEETING RAIL WINDOW DIMENSIONS EQUAL UTES UNEQUAL LITES 3/16° TAPCONS 1/4° TAPCONS 3/16° TAPCONS 1/4° TAPCONS 7/16" LAM GLASS 7/16° LAM GLASS 7/16° LAM GLASS 7/16° LAM GLASS (4) ANCHORS AT MTG RAIL (3) ANCHORS AT MTG RAIL (4) ANCHORS AT MTG RAIL (3) ANCHORS AT MTG RAIL WIDTH (In) HEIGHT (In) ANCHOR QTY* DESIGN LOAD CAPACITY (PSF) ANCHOR QTY" DESIGN LOAD CAPACITY (P5F) ANCHOR QTY" DESIGN LOAD CAPACITY (PSF) ANCHOR QTY* 09510N LOAD CAPACITY (PSF) 19 1/8 26 112 37 53 1/8 38 3/8 6 +80.0 -98.3 7 +80.0 -151.8 8 +80.0 -80.0 7 +80.0 -80.0 6 +80.0 -98.3 7 +80.0 -151.8 8 +80.0 -80.0 7 +80.0 -80.0 6 +80.0 -98.3 7 +80.0 -151.8 8 +80.0 -80.0 7 +80.0 -80.0 6 +80.0 -84.7 7 +80,0 -139.9 8 +80.0 -63.1 7 +80.0 -80.0 19 1/8 261/2 37 531/8 505/8 8 +80.0 -120.1 9 +80,0 -151.8 9 +80.0 -80.0 B +80.0 -80.0 8 +80.0 -100.9 9 +80.0 -151.8 9 +80.0 -80.0 8 +80.0 -80.0 8 +80.3 -86.1 9 +80.0 -151.8 9 +80.0 -80.0 8 +80.0 -80.0 8 +80.0 -69.0 9 +80.0 -114.1 9 +80.0 -63,1 8 +80.0 -80.0 19118 261/2 37 53 1/8 58 10 +80.0 -145.0 9 +80.0 -151.8 10 +80,0 -80.0 9 +80.0 -80.0 10 +80.0 -100.7 9 +80.0 -151.8 10 +80.0 -80.0 9 +80.0 -80.0 10 +80.0 -81.3 9 +80.0 -151.8 10 +80.0 -80.0 9 +80.0 -80.0 10 +80,0 -63.1 9 +80.0 -104.3 10 +80.0 -63.1 9 +80.0 -80.0 19 1/8 26 1/2 37 531/8 63 10 +80.0 -129.3 11 +80.0 -151.8 11 +80.0 -80.0 10 +80.0 -80.0 10 +80.0 -100.7 11 +80.0 -151.8 11 +80.0 -80.0 10 +80.0 -80.9 10 +80.0 -79.2 11 +80.0 -151.8 11 +80.0 -78.0 10 +80.0 -80.0 10 +80.0 - 60.1 11 +80.0 -99.2 11 +80.0 -57.6 10 +80.0 -80.0 191/8 261/2 37 531/8 74 1/4 12 +80.0 -137.2 13 +80.0 -151,8 13 +80.0 -80.0 12 +80.0 -80.0 12 +80.0 -100.7 13 +80.0 -151.8 13 +80.0 -80.0 12 +80.0 -80.0 12 +80.0 -77.5 13 +80.0 -151.8 13 +80.0 -77.5 12 +80.0 -80.0 12 +80.0 -55.1 13. +80.0 -91.1 13 +80.0 -51.2 12 +80.0 -80.0 191/8 261/2 37 41 53 1/8 84 14 +80.0 -145.0 15 +80.0 -151.8 15 +80.0 -80.0 14 +80.0 -80.0 14 +80,0 -100.7 15 +80.0 -151.8 15 +80.0 -80.0 14 +80.0 -80.0 14 +80.0. -77.5 . 15 +80.0 -151.8 15 +80.0 -77.5 14 +80.0 -80.0 14 -- +80,0 -63.1 15 +80.0 -138.9 15 +80.0 -63.1 14 +80.0 -80.0 14 -: +80.0 -52.4 15 - +80.0 -86.6 15 +80.0 -50.1 14 +80,0 -80.0 *ANCHOR QTY. INDICATES MINIMUM NUMBER OF ANCHORS PER IAMB ANCHOR SCHEDULE: 3/16° OR 1/4° 1TW TAPCONS W/ 3/16° HEAD (OR EQUIV MASONRY ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE): • INTO 2x WOOD. BUCKS OR WOOD STRUCTURE (1 -1/2' MIN' PENETRATION INTO WOOD), WITH 1" MIN EDGE DISTANCE • THROUGH 1x WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY (1 -1/4' MIN EMBED INTO CONCRETE OR MASONRY), WITH 2-1/2 MIN EDGE DISTANCE. ANCHOR NOTES: 1) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2) WOOD BUCKS (NOT BY THIS MANUFACTURER) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 3) WOOD BUCKS AND /OR HOST STRUCTURE SHALL BE 'SOUTHERN PINE° G =0.55 OR GREATER DENSITY. 4) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN HEREIN. MINIMUM EDGE DISTANCE AND EMBEDMENT TO BASE STRUCTURE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 5) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDmONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. DESIGN SCHEDULE REINFORCED MEETING RAIL WINDOW DIMENSIONS EQUAL LITES UNEQUAL LITES 1/4' TAPCONS 1/4' TAPCONS 7/16° LAM GLASS 7/16° LAM GIA85 (4) ANCHORS AT MTG RAIL (4) ANCHORS AT MTG RAIL WIDTH (In) HEIGHT (in) ANCHOR QTY* DESIGN LOAD CAPACITY (PSF) ANCHOR QTY* DESIGN LOAD CAPACITY (PSF) 19 1/8 26 1/2 37 53 1/8 38 3/8 6 +80.0 -151.8 8 +80.0 -151,8 6 +80,0 -151.8 8 +80.0 -151.8 6 +80.0 -151.8 8 +80.0 -151.8 6 +80.0 -151.8 8 +80.0 -139.0 19 1/8 26 1/2 37 531/8 50 518 8 +80.0 -151.8 9 +80.0 -151.8 8 +80.9 -151.8 9 +80.0 -151.8 8 +80.0 -151.8 9 +80.0 -151.8 8 +80.0 -151.8 9 +80.0 -139.0 19 1/8 26 1/2 37 53 1/8 58 10 +80.0 -15L8 10 +80.0 -151.8 10 +80.0 -151.8 10 +80.0 -151.8 10 +80.0 -151.8 10 +80.0 -151.8 10 +80.0 -139.0 10 +80.0 -139.0 19 1/8 26 1/2 37 53 1/8 63 10 +80.0 -151.8 11 +80.0 -151.8 10 +80.0 -151.8 11 +80.0 -151.8 10 +80.0 -151.8 11 +80.0 -151.8 10 +80.0 -132.2 11 +80.0 -126.8 19 1/8 26 1/2 37 531/8 741/4 12 +80.0 - 151.8 13 +80.0 -151.8 12 +80.0 -151.8 13 +80.0 -151.8 12 +80.0 -15L8 13 +80.0 -151.8 12 +80.0 -12L3 13 +80.0 -112.8 19 1/8 26 1/2 37 41 531/8 84 14 +80.0 -151.8 15 +80.0 -151.8 14 +80.0 -151.8 15 +80.0 -151.8 14 +80.0 -151.8 15 +80.0 -151.8 14 +80.0 -138.9 15 +80.0 -138.9 14 +80.0 -115.4 15 +80.0 -110.3 *ANCHOR QTY. INDICATES MINIMUM NUMBER OF ANCHORS PER IAMB PRODUCT REW)SE 0 as complying with U,o Florida AI Cept�tro N00;-O 14 Miami ado Prod= Divis. W 6 0 a X17 all d d d 3 0 AN 03- 0809 -113a SCALM, 101 PAON ON9CRIPT NI (-3 FRAME HEAD 1.2500 Q FRAME JAMB - 1.6250 0.0620 0.0900 F 0:0760, -4- 0.9370 05 BOTTOM VENT BOTTOM RAIL 2.9870 0.188 0.0620 0.3756 2.7970 0 FRAME SILL 0.0620 T- o ti 1-0.0780 0.8750} 04 BOTTOM VENT TOP RAIL {-- 1.5000 -} il� I *0.0780 - }F0.0620 T1P. 1 0.7500 ® SASH SIDE RAIL 1/8° HEAT - STRENGTHENED GLASS .090 PVB INTERLAYER BY 'DUPONT' OR'SOLUTIA' GLAZING DETAIL 0.125° DIMPLE SPACER GLAZING NOTES: SEALANTS: ALL INSTALLATION SCREW, FRAME & PANEL CORNER SEAMS SEALED WITH SCHNEE MOREHEAD 5504. --0.0780 - 7 Q 0 7400 0.0620 11.0200 1.6810 -{I 0 MEETING RAIL 0.0500 0 0.062 1.4 PRODUCT REVISED m complying Mill the ilimMt gtaigit s Coale A • a0o aD0l DL 0.0620 .2930 0.15204 - GLASS STOP (7/16" GLASS) - /2 2 z 2 � S li U Z Megl MM mm INVE $� MM as 03- 0809 -113a SCAM 101 PARR ORSCRIPTION, • FRAME TOP CORNER FRAME BOTTOM CORNER ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANFISUPPLIER/REMART(,c 1 5 -1016 1 HEAD 6063-T6 PROFILE EXTRUSIONS 2 - - - 2A S -1010 1 SILL 6063 -T6 PROFILE EXTRUSIONS 3 5 -1022 2 JAMB 6063 -T5 PROFILE EXTRUSIONS 4 H -1015 1 VENT TOP 6063 -T6 PROFILE EXTRUSIONS 5 H-1012 1 VENT BOTTOM 6005 -T5 PROFILE EXTRUSIONS 6 5 -1014 2 VENT SIDE 6063 -T6 PROFILE EXTRUSIONS 7 N -1017 1 MEETING RAIL 6063 -T6 PROFILE EXTRUSIONS 8 - - - - 9 012 -02 -835 AS REQD. FRAME/VENT ASSEMBLY SCREW #8 X 1" PHPH SMS 10 11 20 -7061 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X.190 12 5 -1023 4 /LITE GLASS STOP (7/16° GLASS) 6063 -T5 - 13 - - - - 13A 05-0127-10 05- 0128 -16 AS REQD. TWO -PART GE STRUCTURAL SILICONE SILICONE GE RGS7700 13B 05 -0105 AS REQD. DOW 1199 STRUCTURAL SILICONE SILICONE DOW CORNING 14 007 - 10-017 2 SWEEP LOCK AT 6 -3/4° FROM ENDS (WHITE) ZINC CAST MARBOLLO INT. 15 009- 00 -X00X -X 2 BLOCK AND TACKLE BALANCE AMESBURY 16 - - - - 17 20- 0120 -16 AS REQD. GLAZING WEDGE TEAM PLASTICS 18 - 2 REINFORCING BARS FULL LENGTH (OPTIONAL) STEEL 1 -1/2° X 1/4° 19 30-3896 2 VENT GUIDE NYLON 1/2" X 7/8° X 3/8°HI. - W/ #6 X 1/2° 20 5 -112 1 1 -1/2° x 1" x 1/8° ALUM ANGLE (9 MIDSPAN 6063 -T5 FASTENED WITH (2) #10 X 2 -1/4° TAPCONS 21 15-0732 AS REQD. MTG. RAIL ASSEMBLY SCREW #10 X 1° SQUARE DRIVE SMS 22 047 -40 -008 AS REQD. FIN SEAL PILE ULTRAFAB 23 046 - 16-103 AS REQD. SETTING BLOCK SANTOPRENE - 24 014-10 -060 2 SASH STOP - VENT TOP CORNER VENT BOTTOM CORNER PRODUCT C ll RU YU35 Florida ea ding d Be Asc4p cs No OW 'GO Won Date MAW L BENNAR0G KEN, 0 w w 0 MW Ets d nA 03- 0809 -113a 101 pAO, O[9CRZPTIONS