Loading...
WS-13-1807�Yz Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION . Permit Type: (1! J DING JOB ADDRESS: 162 NW 102 Street AUG 08'7 FBC 20 Permit No. IAS Master Permit No. ROOFING City: Miami Shores County: Miami Dade zip: 33150 Folio/Parcel #: 31OJ -023`0 WO Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Lisa Gouiden Phone#: Adrl—­ 162 NW 102 Street City: Miami Shores State: FL Tenant/Lessee Name: Phone#: Email: 33150 CONTRACTOR: Company Name: Bayview Windows & Doors Phone#: 305 -278 -3615 Address: 12105 SW 129 Court #104 City: Miami State: FL Zip: 33186 Qualifier Name: Don Richard Boyd Phone#: 786-970 -4919 State Certification or Registration #: SCC131151186 Certificate of Competency #: Contact Phone#: 305 -278 -3615 Email Address: Richard @Bayviewimpacty DESIGNER: Architect/Engineer: CQ AO S0 . P.E. Phone#: -IC,1y' -Z4'L A _jD �5 Value of Work for this Permit: $ (W.� Square/Linear Footage of Work: a 0 . -0 Type of Work: ❑Addition ❑Alteration ONew r kil epair/Replace . _ ❑Demolition Description of Work: Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ i� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such poste ofi the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The f4persly ment was acknowledged before me this day o 20 a, by L.��C4 C N l�� l." , who iown to me or wh o has produced As identification and who did take an oath. NOTARY PUBIC: _ Sign: Print: My Commission MY COMMISSION # DD 95DD 950p323�5S E el Bonded ru l Fe rWry APPROVED BY t I l Contractor The fore oing ins ent was ac ledg before me this CU day ,20�,b who is pers y known to me or who has produced Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) identification and who did take an oath. NOTARY PURIAC: Sign: Print: IN e ' MADAY DE ARMRS,SOLIS My Commission Ex ' qti - *= MY COMMISSION # DD 950325 '� b�: EXPIRES: February 7, 2014 '�IAa .s':��•, Bonded Thru Notary Public Undenrnitrv< o�k�k+ kph* �k�k�k�k�sk�kN��k�I+ N��k�k�k�k�k�k�k�k�k�k�k�k�k�k +k *�k�k�k�k�k�k�k�Is�k�k��k�k�k Zoning Clerk Miami shores Village 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 CONTRACTOR IS 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 EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S 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 INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: BUSINESS NAME: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS ADDRESS: �4-1 U5 $W `Lc� a. :4 )U1ITY M I q(n I STATE L ZIP CODE B I ob BUSINESS PHONE: (3Q 6 ) *3-1 -3 1 FAX NUMBER ( ) CELL PHONE (1U ) TO- `1M QUALIFIER'S NAME: Don Rchct r4 QUALIFIER'S LIC NUMBER: Zylcl31 1511%. E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV I RV 3126109 MLDV off "'Chati- H.Viration d.ate.: AUG, .3 1, 2 000: 12105 SW 12:9TH CoUft.-�� *104 MIAMI FL,_33186 RI SCOTT. GOVERNOR - DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY THIS IS NOT A BILL — DO NOT PAY CATS 702077-9 DUSINES$ NAME ! LOCATION BAYVIEW WINDOWS & DOORS INC 12105 SW 129 CT 33186 UNIN DADE COUNTY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 DUPLI RECEIPT NO. 729679-1 STATE# SCC131151186 104 OWNER BAYVIEW WINDOWS & DOORS INC WORKER /S Sec. Type Of business 196 SPECIALTY BUILDING CONTRACTOR 2 THIS 18 ONLY A LOCAL BUSINESS TAX MM", IT DOGS NOT PERMIT THE HOLDER EXXWrjN0 REGULATORY OP 20NINO LAWS OF THE 00g9R REXEMPPT TTwo HOLDER FROM ANY OTHER P.ERMR. OR LIG&M HOTOUA MOERTIFICA OONN OF THE HOLDERS OUAUFICA• TIO,, PAYMENT RECEIVED CO LLEDODOR COUNTY TAX 08/02/2012 02290003001 000000.00 SEE OTHER SIDE DO NOT FORWARD BAYVIEW WINDOWS & DOORS INC DON RICHARD BOYD PRES 12105 SW 129 CT 104 MIAMI FL 33186 111111) IIIIII I1IIIIIIIIIIIIIIIIIIIiIIIIIIiIIIII II1I11II1I�E1 cQRd�� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDOrff ) 07/08/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pol)cy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER A&A Underwriters, Inc. 8796 SW 8 St Miami, FI 33174 CONTACT PABLO M CONDE PHONE 305 - 220 -7447 1 P NI: 305 - 2204821 E'N1 R pmc@aaunderwdters.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: North Pointe Insurance Company 000317 INSURED Bayview Windows & Doors Inc. 12105 SW 129th CT Suite No. 104 Miami FL 33186 INSURERS: RetailFirst Insurance Company 10700 INSURER C: 05/13/14 INSURER 0: $ 11000,000 INSURER E: D- INSURER COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR SR TYPE OF INSURANCE ACCORDANCE WITH THE POLICY PROVISIONS. Tel: 305 -795 -2204 POLICY B CY EFF LI EXP LIMITS A X COMMERCIAL GENERALLWBILITY CWMS -MADE LX OCCUR 3093002531 05/13/13 05/13/14 EACH OCCURRENCE $ 11000,000 D- $ 100,000 MED EXP LAM one n $ 51000 ADVINJURY 1,000,000 GENT. AGGREGATE LIMIT APPLIES PER: X POLICY E] JEC�T 01 LOC OTHER: GREGATE $ 2,000,000 COMPIOPAGO $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED NNOON -OWNED HIRED AUTOS AUTOS 41'80DILY $ RY (Per person) $ RY (Per eo�Ient) $ GE $ $ UMBRELLA LIAB EXCESS LJAB OCCUR CLANS-MADE EACH OCCURRENCE $ ROED AGGREGATE $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR�� Y© OFFICF.RIMEMBER EXCLUDED? (Mandatory in NN) I yes, describe under DESCRIPTION OF OPERATIONS below NIA 5 0- 097361 03122113 03 X T E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 11000,000 E.L. DISEASE - POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarke Schedule, may be attached If more space Is req=) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. Tel: 305 -795 -2204 AUTHORIZED REPRESENTATIVE Fax: 305 - 756 -8972 ©1988 2013 ACORD CORPORATION. All rights reserved. ACORD 25 (2013 104) The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 196964 Permit Number: WS -8 -13 -1807 Inspection Date: August 28, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GOULDEN, LISA Work Classification: Window /Door Replacement Job Address: 162 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: BAYVIEW WINDOWS & DOORS Buildina Department Comments Phone Number (786)879 -0517 Parcel Number 1131010230120 Phone: (305)278 -3615 INSTALLATION OF 9 IMPACT WINDOWS & 5 IMPACT Infractio Passed Comments INSPECTOR COMMENTS True DOORS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762-4949 January 29, 2014 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE A I T TIME OF FIRST INSPECTION (� PERMIT NO. TAX FOLIO NO. I I () 1 -0 11--+ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of 3.Owner(s) name and address: Interest in property: L Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, If any) Name and address: Amount of bond $ 6. Lender's name and address: i ilHii !!1i! i1!! ii11! iilii !!i!I li1i liil ill CFI '701;3R 632055 OR 8i: 28767 Ps 2967; (fps) RECORDED 08/12/2013 11.32 ."05 HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTYt FLORIDA LAST PAGE 0 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section and address 713.13(1)( -)7., Florida Statutes, Of FLOWIM COUNTY OF WS .- A."liv,9 COO HEREBY CERTIFY that this is a rlav el _ av f IL 8. In addition to himself, Owners designates the following In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration Seal. Courts is 1 year from the date of recording unless a diffes r en date Is specified) Sig tur of Owner Print wner's Name M �� ®U ` —" Prepared by Sworn to and subscribed before me thi day o 20 j3 Address: x.10 5W 1 �^�'; x.104 Notary Public Print Notary's N My commission expires: 123.01 -62 PAGE 4 8= •. - 14WAY DE A� EXPIRES: g5Q� 7,2014 b 9011dBdThNN�YvyPUbACUlldenur ?y lk WIND CALCULATIONS PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 162 N.W. 102ND STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY J LY 17, 2d 13 F° ;d PRLOAI� CA, LOS M R , P.E . 8T IICTUiYEN INE° l=LL. P:Ei.m-5 Z'5-.#f 001 �, c a� ���J�riu�i,�tl36uGYGeRO "YOUR ON -CALL E NEERING COMPANY" 9420 S.W. I 1 2Tk STREET, MIAMI, FIORidA 33 176 TEL (786) 242 -1720 - FAX: (786) 242 -4399 + STRUCTURAL ENGINEERING CONSULTANTS, INC; PROJECT I/ 2NIA.) 1025 , T Z- OF SHEET NO. 9420 S.W. 1 1 2TH STREET MIAMI, FLORIDA 3 3 1 7 b DATE TEL (186) 242.1720 • FAX '7$6' 242.4 399 DESIGN CALCULATIONS 0. 0 Coos" A5cE -IO Y41 NID S)%iwon pl-t 5 K Cam" Co+ey = 7. o0 VELor- rl PM5, Dpas)AE coEr. C K,,� = 0,85 C �aam - rrt►B�E 3o.3-i) . Rwf 51.0f zz 3 6L14,w�io7 NA#,RoW667r D)M,= A (CoAK;A D1S"Vn roa 5� 0,=O-'4;40-0 if 5k-2-1)4 a _ 0 1 x3&Li) = 31--6 -- 20 AJ C GCp(t� oom 'A - j INDnN S :CRif RREA< I0 1,00 wo KP v REE I� +: Jr-444., SVcT�o ps F �e TAT__ c. ooZ5Co K,, �n �aoQdlgo � -� ' G�� = �h� x 0 , "'o C-,CP, LboRS Cokrr AAA If 00 1 of 955 10,955 -1,4V � I �d55 1-11,310 J-4-4,) 1-1--45,-5 1+453 --�3 493 0 Village of Miami Shores Building Department Miami -Dade County, Florida Job: Impact Window / Door Installation at: 162 N.W. 102nd Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: July 17, 2013 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf DOORS: Positive Design Pressure (Zone 4); 45.3 psf Negative Design Pressure (Zone 4): 49.3 psf Positive Design Pressure (Zone 5): 45.3 psf Negative Design Pressure (Zone 5): 59.5 psf NOTE. "Zone S "pressures are applicable to openings that are within 3' - -8" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -10 based on the following criteria: • Risk Category: 11 • Exposure Category: C • Building Mean Roof Height: 13' -0" • Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you should'hjen to have any questions or concerns regarding this or any other matter, please do not hesitate to contact us/ m STRLI " ' ERING CONSULTANTS, INC. ( E.B. #: 007781) J 07Arlo M ere P , S"Aral Engineer . °` ° ail, —� � :i,�1� •��•� �, L'l`1 " °'`aaq°��'YOUR ON -CALL ENGINEERING COMPANY" `� ^f�sasaaaoayaao+ 9420 S.W. 1 12Th STREET, MiWi, FloRidA 33176 TEL (786) 242 -1720 - FAX: (786) 242 -4399 MIAMtDE MIAMI DARE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION (�R) 11805 SW 2b Street, Room 208 T (T86) 315 -2590 F (T" 315 -2S99 NOTICE OF ACCEPTANCE (NOA) ida�l�go��e�onomo PGT Industries 1070 Technology Drive _North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). 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 Co") 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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA-74V1 Outswing Aluminum Casement Window I.,M.I., APPROVAL DOCUMENT: Drawing No. MD- CA740 -LM; titled "Casement Window Details — LM & SAC, sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MBSILE 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 herein. noted ein. in. and following statement: "Miami -Dade County product Control Approved unless otherwise RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date Or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by . the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA N0,12-12M09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740 -LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08 /08/12, signed and sealed by Anthony Lynn Miller, 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) 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. F111-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624-01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butae" PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel er Product control E m r NOA No. 12- 09 Expiration Date: April 11, 2018 R-1 Approval Date: April 11, 2013 m m V m W + 9 �m 9-1 vm.�mmawm m Hill I QW asc 0 aics ;,X pp k� Nm N� W 1 Z411 O 0 D z v D 9 0 N z G) If s A9 !if E41 zo so 1 0 lin lag 49 9� m 77- P ro tB oo � � pr 1 p n - n 0 ma�m� R INSTMANnON - INSTALLATION EM >....- DISTANCE INSTALLATION ANCHORS Mmm INSTALLATION1 INSTALLATION ANCHORS CONCRETECM ASRECAMtEDPER © © ' mia IU II EMBEDMENT REQUIREM9NT TABLE 3. GHEEr 4 : �I'V< 6k SUB. SEE TAKE 22 23 1 w .�'a •'''' ■•, O - "❑ ��C'u�r,n�;mMi�i /,_.. -- 351a��• 3r ATTACiEO TO I FRAMEMe L AT7ACHBNTJAMB EDTO V WBNt?CIV HEIGHT VISIBLE 1a um HEIGHT (Dw) aTrACHEDTo FRAME JALAB [ ATTACKEDTO YEHI'JAA'8 L 38 3B JAMB HARD• WARE OI8TAitQt� EM0MDX; T 7m OPTIONM.AmMoMm Rma E ® HEAD, SILL & JAMBE 8 `ATTACHED TO VENT BILL NfBIBLE umfT WmTHIm FOR mtUEtmR REMENM SEE TABLE 4. OEM & SEE tNiTA1L A1. BELOW I 1 Y SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE %SH ET 4. FOLLOW EMBEDMENTA ND EDGE SUCK DISTANCE LIMITS. ANY INS'T'ALLATION HEIGHT OPTION SHOWN MAYBE tMED ON ANY SIDE OF THE WINDOW. ¢D � 2) ALL WOOD SJq■ LESS THAN I -1fT THICK ARE TO 6E CONS 1X NNSTALLATKXNIL U WOOD BUCKSARE WINDOW WIDTH HORIZONTAL SECTION A A DADEAPPRDVED MULLION. ALINIINBI, STEEL PRAMIN0OR r STEEL STW. i WOOD �I DESMMANND B■TAU ATN=N sl wmTH,EORd388HB vBNDCWWmTH -77A2 DADEAPPRDVED MULLION. ALINIINBI, STEEL PRAMIN0OR r STEEL STW. OPTIONAL tIITMAYBEIIBTAtdL OBtEOTLYTOSU!■TRATL= WOOD IN —.� �+- 10'LLAX bEPICTED AS 2XAILB 1- 1/i"TlOgl mt S<■ t1ETAN. A2, BELOW O,t 7i ,XAND2XBULNfB(WHENUSED) FARM FORMt2 A8 WDTH. WASH HlIM WINDOW WmTH .,3-% WOOD �I DESMMANND B■TAU ATN=N sl wmTH,EORd388HB vBNDCWWmTH -77A2 L ORARC ITECT OF RECORD. MAXIWN HEIOiiTWWDOWH81mi7.e SIM THI TO Ba lw. AOWr=4ALINSTALLAT�1 �UGHTFORMIAA� 10' MAX. ANCHORS MAY NEEDTO BE VVIDTH: WINDOW WIDTH - 7 INSTAILEATHPARMTHE WINDOW FRAMES AT 10' MAX HEIGHT WINDOWHEImR -7 MM EACH SIDE OFTHE FRAME ASSEMBLY TUBE CENTERLNE. BEE TABLE BELOW OPTIONAL tIITMAYBEIIBTAtdL OBtEOTLYTOSU!■TRATL= WOOD IN —.� �+- 10'LLAX bEPICTED AS 2XAILB 1- 1/i"TlOgl mt S<■ t1ETAN. A2, BELOW O,t 7i ,XAND2XBULNfB(WHENUSED) SW.1. BE DTI 70PRDPERLY TRADER LOADS TO THE STRUCTURE. WOOD �I DESMMANND B■TAU ATN=N sl i8I Tl6E OFTHE ORARC ITECT OF RECORD. MAXIWN SIM THI TO Ba lw. 18 18 DETAIL f, DETAI Al A2 amwM i INSTALLATION OPTION 3 LNSTALJATIONaNOHORBTHROUGH VERTICAL SECTION B-B 1X Bl10KSTRIP INTO MAsoNRY. l♦� I Tr r Ho. 58705 Tk OaB ! I AZ- PA : A LYlUIu616tL 1070 TECHNOLOGY DRIVE N. VENICE. FL J427S P.O. BOX 1528 NOKOMIS. FL 34274 CERT. �' RUTH. /29298 � CROSS SECTIONS &INSTALLATION I J ROSOWSKI I 3EMENT WINDOW DETAILS - LM 8� SM 008/12 CA-7 NTS 2 OF 10 MAD- D'-LM CASEMENT 0X) CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT 000(0) FIGURE 1: � -- 10'. SEE NOTE T." aHEET /� V \ 0i MTB4.012 X r S= 2 740 SERIES /� OTE)WEEDGrIN ENG (ABUSED I L INA33'FlANGEDYT310OtlV)ORNE _118M8 ALM WG woaxw /` HOLES S) THE FRAME ASSEMBLY TUBE IS NRINIUMTOSECUPPED70 D FRAME _ SUBSTRATE. ALL EXTERIOR .IONNTS TO BE SEALED BY DISTALLER. __ ASSEMBLY TUBE FWW 10'. BEE NOTE 7, CASEMENT ADIXTNONALSISTALIATMANQBNffi p MAY NEED TO BE U ALUM T1IS SHEET 10` MAX. EACH ME OF THE \ 740 BERMS wvQDOW -} , Jy W E FRAME ASSEMBLY r E TUBE / 740 BEFES / FIXEDLMNDOYM' ISEE PRODUCI'8 NOA FOR @ISTALIATNSNSFECS M36012X 740 SERIES AVWU4 t T TUBE M THE FRAME ASSEMBLY TUBE MAY OTE)WEEDGrIN ENG (ABUSED MI31.012X INA33'FlANGEDYT310OtlV)ORNE _118M8 U D W TEE ACROSS CONFNRM710NIL THROUGH DISTALLAIM HOLES S) THE FRAME ASSEMBLY TUBE IS NRINIUMTOSECUPPED70 SUBSTRATE. ALL EXTERIOR .IONNTS TO BE SEALED BY DISTALLER. 743 SBR�8 FWW 77FORALLOOUBMTIONUPETS. CASEMENT ADIXTNONALSISTALIATMANQBNffi WBIDOW MAY NEED TO BE U ALUM THROUGH THE VANDOW FRAMES AT 10` MAX. EACH ME OF THE FRAME ASBEMBLYTUSE 1) DETERMINE EACH IMDMUAL W=OWTVM SIZE AND GLASSMAMP, SEE FIGURES i & Z THIS SHEET. DETWWIE YOUR 94CHOR GROUP FROM TABLE % SKEET 4. 2) FfIOM SHEETS &S. FM THE SHBETFOR YOUR GLASS TYPE, 3) FIND THE DEMON PRESSURE FROM THE TAM" LABELED PI (P3Fj FOR MVIDWATrACHEID TOA Vf 104L ARAMSASSEMY 7U3€ OR IDIOM PRESSURE(PSM FOR *VWDOMAT7 DIOAHOMMWAL AMM8LY7UW DEPENDWGONWHICH WRY THE FRAME ASSEMM .YTUIE18 ORM ATED.THIS MUST BE ME FOR EACH W NDOW IN THE ASSEMBLY, AND THE LOWEST OE&6N PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONSSHOWA1 ARE TIP-TO-TIP. FOR SAES NOT SHOW FAMMUPTO THE NEXT AVAI ,ABLEYWpMOft HEMHT DBE SfO Of THE TABLES. 4) UO NG THE TABLE LABELED 'WiUVANO IDR3 RED (TABLE 2. SHEET 4), DETEWWNE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND AMPS OF YOUR Y1INDOW. S) WBTALL AS PER THE B48TRUCTION3 ON BHEET3 23. NOTE THAT ADDITIONAL. MAC1iOR3 THROUtRIt THE W3NOw FRAttE BITO THE 9UB8TRATE MLAY SE REOUIRED (SEE l3HEE'f 2), MID THAT MNNN. 1' ANCH ARE 70 8E USED THROt10ti THE PRANK INTO THE FRAIYE AMY TUBE (SEE OE7A3.3 ON THIS SHESTy o�QO L7 J R Z8 m z W LL 10) I �� I lja d s3 �z LYNAF �i * ' No. 50705 3t %� V F3 > Rol 0 1 tie a rr amon VA J ROSOWSIG OAK MOM ANCHOR TYPE AND QUANTITY 1070 TECHNOLOGY ORNE N. P' M �z � 78 NOKOMM.' F1 34274 pg� up � A� 4 OF 10 � MD- C, A740 -LM CEFr OF AUTK #29208 o OCOC�COCOC�COCOC000oC S OCOCCEOCOCOCOC�C0006C 1 1 11 6 i i o v cop, 0000000�� a rr amon VA J ROSOWSIG OAK MOM ANCHOR TYPE AND QUANTITY 1070 TECHNOLOGY ORNE N. P' M �z � 78 NOKOMM.' F1 34274 pg� up � A� 4 OF 10 � MD- C, A740 -LM CEFr OF AUTK #29208 OCOC�COCOC�COCOC000oC OCOCCEOCOCOCOC�C0006C �C�CCCI��COCOC000000� �COC�COC�COCCC�COCOC� OBO�OCOC�COCOCOCOOOEC OC�C�COC�COCOCOC�C00� �COCCCOCOCOCOCOCOOC�C . 0��6�COCOC�COCOC�O��E �C�CCCOCCC�C�C�CO�OL@ OEOC�COCOCOC�COC�o0oC osoc0000000000aoo�o�o oeoe00000000c000000�� �CCCOCOCDCOC�C�COCOCC OB�G09�G�C�COCOC�oOG OC�C�COC�CCCOCOCO��C� OCOC�COCOCDO�C�I�EC �606�COCOC�COC�oOCG �COC�COCOCOCOCO�OC@ �CCCOCOCOC�COC000�C 0906CCCCCCCCCCO�OCG OC�E�C�000�C�CO�oC� 1 11 6 i i o v cop, n >w �°' c°Z�;i•.''" �3 •, �' ••.., : a rr amon VA J ROSOWSIG OAK MOM ANCHOR TYPE AND QUANTITY 1070 TECHNOLOGY ORNE N. P' M �z � 78 NOKOMM.' F1 34274 pg� up � A� 4 OF 10 � MD- C, A740 -LM CEFr OF AUTK #29208 n >w �°' c°Z�;i•.''" �3 •, �' ••.., : a rr amon VA J ROSOWSIG OAK MOM ANCHOR TYPE AND QUANTITY 1070 TECHNOLOGY ORNE N. P' M �z � 78 NOKOMM.' F1 34274 rift CASEMENT WINDOW DETAILS - LM & SM CA -740 g NTS 4 OF 10 � MD- C, A740 -LM CEFr OF AUTK #29208 j�ya� ti i 40 W +I ij azi milt J , AV a W. �,: W. Dow y J ROSOWSKI ONW12 s DESIGN PRESSURES PER GLAZING TYPE _ ff' ' ".1° FL ' M CASEMENT WINDOW DETAILS - LM & SM . '�yG'i'' •• .....• ='a' P.O. arc +520 , NF is �• mss: F. —7. aro.&,p xa t o cEtsr. . /2eaee C:�T40 NT5 5 OF 10 MD•CA740-LM Fi0�1[ �e y yyW��gq61dg01p q� pi�@sc . f ♦ t ♦ ♦ f ♦ i yy♦ a 6 m b L, yyyy @ yyVlidO•Fledyt q� . f ♦ t ♦ ♦ f ♦ i yy♦ a m b L, yyyy � y @ yyVlidO•Fledyt . f ♦ t ♦ ♦ f ♦ i yy♦ a b al Q Ft! > i I I . III I I + "I m� � 0 N v 4 Ed G) OD c T co I Jill in julL H oar ,�,� ..•A••.. vy'y J ROSOWSKI 08]W)WI2 8 pw DESIGN PRESSURES PER GLAZING TYPE v ty $ 1070 TOMOM00Y DRK t71<o 3 " " X427$ CASEMENT WINDOW DETAILS - LM & SM 1 i€ P.O. BOX 1528 .C�/r�•••• ...•'�D `.�` : FL 34274 g Salo Oeu.�Lro No. CM. Of ,w,,,. F29M CA-T40 NTS 6 OF 10 MD- CA740 -LM t 1'1d1� D Tqq _1 ��sfP�Lr@ m aomaLrm� yy • S S +•fig ♦ @ -1111m 000013�ffi�ffilii � m gffi�i3�l�l$Ig�i3� o a $ O m gg� ♦ et6 cl :�R�n'H y � �mp 2$� if i3�D � V s P C D Q 000013�ffi�ffilii gffi�i3�l�l$Ig�i3� �3�j y � � � 1111 � �mp 2$� � V ail FTW Ta is at is a 'a Ila El + + a a a fs rd ts is C, as 11, A 4 q CO C ( w= v j J ROSOWSKI 08/08M2 e Ma = DESIGN PRESSURES PER GLAZING TYPE �+ i TEChiNOt L 34275 1Po� ti " 1°2 CASEMENT WINDOW DETAILS - LM S SM �.G'i ' •. ': �. P.O. Boot 1529 FL 34274 FirR,,,,,, *``��`` CUM of A M j29498 CA-740 NTS 7 OF 10 MD- CA740-LM S S Z 2 • ` ` W as q +mm y�a� ����iy$9 v RBi�RR�SS V Z b Z • � • � D • � � � 3g� SgS 33gb g�S Sgt S$� m A G ��79�7SD S S Z 2 • ` ` W as +mm y�a� ����iy$9 v RBi�RR�SS V Z b Z • � • � D • � � � 3g� SgS 33gb g�S Sgt S$� m A G ����iy$9 RBi�RR�SS � � � 3g� SgS 33gb g�S Sgt S$� IA � y Irt TqTq �F a D ,Q It I it b. �co T I I i Ill 22 m IN T "(1 ado �- a t J ROSOWSKI OW/08/12 '� DESIGN PRESSURES PER GLAZING TYPE ;9 �1mo 7E HMXOcr OWE rxa a IR`2 •. K vow FL saris CASEMENT WINDOW DETAILS - LM & SM s G, ' ••• . ' P.O. sox see , ......... FL 34274 Scow Ma 3' . I I ��«�r`` Mr. of Am. `2=6 CA -740 NTS 8 OF 10 MD- CA7404LM gM9�dew1'Ili�t @@wlgy'IB�R N ♦ A O C yy V • f IA � y Irt TqTq �F a D ,Q It I it b. �co T I I i Ill 22 m IN T "(1 ado �- a t J ROSOWSKI OW/08/12 '� DESIGN PRESSURES PER GLAZING TYPE ;9 �1mo 7E HMXOcr OWE rxa a IR`2 •. K vow FL saris CASEMENT WINDOW DETAILS - LM & SM s G, ' ••• . ' P.O. sox see , ......... FL 34274 Scow Ma 3' . I I ��«�r`` Mr. of Am. `2=6 CA -740 NTS 8 OF 10 MD- CA7404LM Ylgqpllp gM9�dew1'Ili�t @@wlgy'IB�R N ♦ A O C yy V • Ylgqpllp yy @@wlgy'IB�R �7q- yy V qTT 9 ilt -1 title 110111 a a oe o sAz O P , j lip I K J ROSOWSIa ONW12 �pz,D� r c - DESIGN PRESSURES PER GLAZING TYPE I v ;N 1070 TECH MPW MW M. N. P.O.. BOx�i529 CASEMENT WINDOW DETAILS - LM $ SM . "'rk``�.�� NUM& FL g& sehs same Nw � rrrl,I1110' Cm. OF AUK g� 0740 NTS 8 OF 10 MD- CA740 -LM qr yyVgW�tlggow�ln�K fl �} 010[iffm f [III @ yYNIIC01►FIY1$1! xxx'••�a ♦ $ i$13 1� 13 1� 1� 3$ � $ 111 yeyp� ISO j�J� s Y {.Y} � rtTrt �j� �T{ + i qpO Isolin O ♦ qTT 9 ilt -1 title 110111 a a oe o sAz O P , j lip I K J ROSOWSIa ONW12 �pz,D� r c - DESIGN PRESSURES PER GLAZING TYPE I v ;N 1070 TECH MPW MW M. N. P.O.. BOx�i529 CASEMENT WINDOW DETAILS - LM $ SM . "'rk``�.�� NUM& FL g& sehs same Nw � rrrl,I1110' Cm. OF AUK g� 0740 NTS 8 OF 10 MD- CA740 -LM qr yyVgW�tlggow�ln�K fl �} 010[iffm f [III @ yYNIIC01►FIY1$1! xxx'••�a ♦ I� $ i$13 1� 13 1� 1� 3$ � $ 111 yeyp� ISO j�J� s Y {.Y} � rtTrt �j� �T{ + i qpO Isolin @ yYNIIC01►FIY1$1! ♦ I� $ i$13 1� 13 1� 1� 3$ � s Y {.Y} � rtTrt �j� �T{ + i qpO Isolin N k�k $ a w9 m zp A o a m o o 3 Q o �N a V Q m m ' `w° f t � . MF!" O MIAMI -0ADE COUNTY, FLORIDA 11 ENT QF PERMITTING, ENVIRONMENT AND PRODUCT CONTROL SECTION AFFAIRS (PERA) REGDLATORY 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -25� K 33175 -2474 NOTICE OF ACCEPTANCE OA (7W 31s —zs99 PGT Industries ' miemi A•+p �-- 0- 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of materials. The documentation submitted has been reviewed and construction Product Control Section to be used in Miami -Dade � � Miami -Dade County PERA- Having Jurisdiction (AM). County and other tins where allowed by the Auilhority County Product This NOA shall not be valid after the expiration date stated below. The Muni -Dade Control Section (In Miami -Da& County,) W/ or the AHJ the right to have this product or material tested for quality than Mai -Dade) reserve fails to perform in the accepted manner, the manufacturer will incur Purposes. If this product or material may immediately revoke, modify, or suspend the use of such expense of such testing and the AEU PERA reserves the right to revoke this product or material within the. Control Section that this al if it is determined (,Miami -Dade product described material fails to meet the requirements of the applicable building code, County Product Ibis product i$ approved Velocity herein, and has been designed to comply with the Florida Buildin ' �S ity Hurricane Zone. g DESC1 ymON: Series "pD -101" OntswIng Aluminum French Door wJ wo Sidelit,� _ APPROVAL DOCUMENT': Drawing No. 110058 -1, titi�i Series D � LKL Impact", sheets 1 through 10 of 10, dated 0?p-/ '.'D' me' Winch �r & Sidelites, by cture, signed and sealed with revision dated 08/14/12 Section renewal b3' Lynn Miller, P. E., bearing the Miami -Dade Co 'Prot Co of County Product Control with Notice of Acceptance number and expiration date by t MBE IMPACT RATING: Large and Small LABELING; Each unit shall bear a � � Rent rnodeUseries, and fo permanent label with the manufacttuees name or logo, noted herein. IlO'Dg statement: "Miami -Dade County Product Control Approved ", unless other ]RENEWAL of this NOA shall be considered afl' aewal no change in the applicable building ' application has been filed and there has been aff Wang T>�'RAMA77ON of this NOA will � negatively th r � o of this in the pjration date or if there product. of the use, and/or manufacture of the product or has been a revision or change Y Product, for sales, advertising or any Prwess. Misuse of this NOA as an endor�nent to comPlY with any sewn of this NOA shall be can or automatically terminate this NOA. Failure AD�T�MENT; The NOA numb preceded removal of NOA, followed by the expiration date may be displayed in' the words Miami -Dade County, Florida, and delayed, then it shall be done in its entire) advertising lib . any Portion the INSPECTION: A NOA is distributors and copy of this entire NOA shall be provided to the u This NOA shall be available for inspection at the job site at the request fo the B�� or its revue and renews NOA NO- 11-1013.22 g Official E-2 and E-3, as well as consists of this The submitted dacemer8a pr was ial d �ument mentioned above 1 and evidence pages E-1, by Jaime D. Gaseon, P. E. NQA No. 12- OS16.02 Eapiratfon Date: Oetob' 18, 2017 ►Qti�!?� Approval Date: Augmt 30, 2012 11 Page 1 t PGT I>dus Wes. Inc. NOTICE OF ACCEPTANCE: EVEDENaz SUBMITTED A. DRAWINGS. 1. Manufitoturees die drawings and sections. L Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, impact', sheets 1 through 10 of 10, dated 02!22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and pled by Lynn Miller, P. E. B. TESTS 1. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -p drawings and installation diagram of an Aluminum od wing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'M4864, dated 04/02/12, signed and sealed by Marlin D. Brinson, 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) 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, and TAS 20294 along with markedup drawings and installation diagram of an Aluminum outswing French Door with Sidelitm, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. ©7- 0629.1©) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC 1010, prepared by manufacture, dated 10 /11 /11, signed and sear by Lynn Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) 20 Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butneite® PVB Intedayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No' 11--0325-05 issued to Solutiay Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. <��-Al - - Jaime D. Gaston, P. Product Control Sftdon supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 E -2 Approval Date: August 30, 2012 NOTES: OUTSWING IMPACT FRENCH_DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A 318 LAW NOM, 44029 CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. L4029 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED G MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. LASS PLUS AN .080 PVB INTEFi<i AYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE C. 7118" a E) NOM: , CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR 3AFLE VKEEPBAFE MAXIMUM FLUB (1) L E OF 3M8° HEAT STRENGTHENED GLASS. D. 7/1111" LAMI NOM. (.4889 CONSISTING OF (1) LITE OF 3f18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INT11"YER OF DUPONT BUTACPTg OR SARDOCEEpSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. E. 13/18" LAMI IG NOM (.8409 CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS,1/4" AIRSPACE. (1) LITE OF 1� HEAT STRENGTHENED GLASS PLUS AN .O� PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3M8" HEAT STRENGTHENED GLA$B. 2 DESIGN PRE88URE8: SEE TABLES 9 AND 2 ON SHEET 2 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: & 0, X^O OX. XXO.O_O( OX_O AND OX(O, 4. ANCHORAGE: THE 3314% STRE88 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT MATERIA -8, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS QF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 8.8HUTTERB ARE NOT REQUIRED. { 8.8EALNNT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. `F�ERt=JNCE8: ®TEST REPORTS F7L- 4884.8212 & 8884: ELCO ULTRACON NOA:11.0408.01,1241128AII: ANSUAF&PA NDS_2WS FOR OYOOD CONSTRUCTION AND ADM -2= ALUMINUM DE81GN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SUILDIA16 CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH NOA DRAWING MAP TOPIC sHEET GENERAL NOTES... _ ..... 1 CONFIGURATIONS ..... ...... 1 GLAZING DETAILS........... 1 DESIGN S......2 ELEVATIONS.---... 3 VERT. SECTIONS «. ........ .. 4 HORIZ PARTS EXTRUSIONS---- � . „ 8.7 ANCHORAGE---- 8-10 8. CONFlGURATitNVB CONTAIN A WE TO DOO GLASS ABBREVUITION3 A TI- LOWER DESIGN PRESSURE T 1. 2. PREVAILS. AM - ANNEALED B. FULL LENGTH REINFORCEMENT (REM 22 SHOWN IN SECTION E-E. SHEET 8), IS REQUIRED ONLY AT ALL 0004 TO SIDE LITE CONNECTIONS FROM HS. ° HEAT-STRENGTHENED TABLE 1., SHT. 2. REFER TO TABLE Z. SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH no NOT REQUIRE "f M 22 REINFORCEMENT. TP• o'er a3i?. SITE uo wv. vrt H8. GLASS 3/18' H8. 0W PVS INTERLAYER GLAgg (DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM) 318" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A ORB NOTE 1 SITE m 10 - ew. Litt H8. QLA83 .080 PVB INTERLAYER 3118" HS. GLASS (DUPONT BUTACITE OR SAFLE)UXEEPSAFE MAXIMUM) 7118" NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C OR D. NOTE 1 Q 1f2" GLASS BITE 1/4" AIRSPACE HMO" H 3118" H8. 3118" TP. GLASS GLASS -080 PVB INTERLAYER 1/8" HS. GLASS (DUPONT BUTACITE) 13118" NOM. GLASS STACK 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 oxw I 6z•�0e? Q N p P u P F a yP as O F P O N top j e 4 ``�ttttu rrtrrr�� d* .7 .7 z ` F C3 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX. O, OA XO, OXO, )0(O. OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 88 - 79 314" 7° - 83 314" 87 314° 913/4" 8534" 6° 71314" +75.0 75.0 +75.0 -76.0 +76.0 75.0 +76.0 -75.0 27 314" +75.01-75.01+75.01-76.01+75.01-76.01+76.01-75.01+7r3.01-76.0 36115" +76.0 -75.0 +75.0 -75.0 +71.4 - 71.4 1 +67.6 - 87.6 +64.2 -64.2 36 314" +75.01-75.01+74.91-74.91+70.41-70.4 1 +68.6 -M.8 1 +63.1 -63.1 1 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C D OR E W 314" .+76.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0, TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A B, C D OR E HEIGHT �( WIDTH 2C WIDTH 68 - 79 3/4" 70 - 83 3/4" 1 87 3/4" 913/4" 8° - 95 3/4" 2° 2512" 40 47 314" +58.8 - 58.8 +55.4 -85.4 I +62.4 -52.4 +49.8 49.8 +47.41-47.4 27 liff 51 W,4" +54.9 - 54.9 +51.8 -51-81+49.0 -49.0 +46.5 -46.5 +44.3 .44.3 29 lfrWr 55 314" +51.7 - 51.7 +48.8 48.81+46.1 46.1 +43.8 -43.8 +41.6 -41.6 311 5° 59314 +49.0 -49.0 +48.2 -462 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 3312" 54 633/4" +43.1 -43.1 +43.1 -43.1 +41.6 -41.5 +30.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -36.1 +38.1 -38.1 +37.5 -7.5 +35.6 -36.6 3°. 371 If 713W.+34.01-34.01+34.0 -34.0 +34.0 34.0 +34.01-34.0 +34.0 -34.0 _ SINGLE SIDE.LITE O WIDTH GLASS TYPES B, C, D OR E 10 3/4" +75.0 -75.0 +75.01-75,0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 - 88.5 +65.0 e5.0 9 -61.9 +89.0 -59.0 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 - 57.8 [+76.. 0 -55.0 +52.4 -52.4 27 3/4" +52.9 - 52.9 +49.9 -49.9 +472 -47.2 7 -44.7 +42.8 -42.6 36 Vr +35.2 -35.21+35.21-35.21+3521-35.2 +352 -35.2 +34.4 -34.4 36 3!4" +34.0 -34.01+34.01-34.01+34.01-34.0 +34.0 -34.0 +34.0 -34.0 NOTES' I. GLASS S: A. 318- AMIjlfirA, - MPYB.3118 -HS) S. 3!8 AIM (118- HS, .090 PVB, 311W HS) C.TMI LAMI (3H8" A..090 PVB. 3M8- HS) D. VII LAN (3118- HS, .080 PVB, 3118" HS) ® E. 13l1 LAMI IG (3M8-TP,1 14- AIRSPACE, 118" HS, .080 PVB. 3M8" HS) 2 COMB DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX ill WIDTH = 73.1/2' MAX. O WIDTH =1091 r MAX O/OXX WIDTH -107 3/4- MAX. XO WIDTH =143 314" 3 SIN, DOORS 33 ddb° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOOM 64 lAr WIDE R OVER FROM EITHER TAB MENT$ LE COMPLY WITH THE EGRESS REQUIRE OF THE FBC. 14MOWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MtM.DADE COUNTY. 8. OF COMBWED DOOR AND SIDE LITE DESIGN PRESSURES: EX A M TABLE 1. OXO WITH GLASS TYPE A 30- WIDE x 90" HIGH SINGLE DOOR WITH 28- SIDE LITES DESIGN PRESSURE - +87.8 /-87.8 PSF EX 8 FROM TABLE 1. OXXO WITH GLASS TYPE A SS" WIDE x Sir HIGH DOUBLE DOOR WITH 38112' SIDE LITES DESIGN PRESSURE =+70.4! 70.4 PSF EX C FROM TABLE 2. OXO WITH GLASS TYPE C 30-.WIDE x 873/4• HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.81.43.8 PSF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 314• WIDE x 80" HIGH DOUBLE DOOR WITH 28- SIDE LITE8 DESIGN PRESSURE a +43.11 -43.1 PSF S. FOR COMBINED DOUR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E. SHEET S FOR REINFORCEMENT DETAIL. N z o to f .Ill /1// foul r 0 LL O N of it I N W J W O V) ad t/1 p N z o to f .Ill /1// foul r 0 LL O N of it I foul r 0 LL O N of it I 731/2' MAX. --- -- 36314° f— Max_ $EE NOS 4 OX OR XO 37 1/2• �AMAX - -109 1/2' MAX. �— 36 3W MAX_ — �I SEE NOTE 3+i U' - SEE NOTE VAU NOTE 4 —71 3/4• S�S` � 3/� MAX 6 7(m 3 ) B 33 / °L ii A" V II X INACI IIJC F,Il Q 143 3/4' MAX. • --- - -- MAX --�+ -- -SEE NOTE 3 ---+�— MAX -� 49 EEf s ss 3/4• MAX 10 WE[ JE JE -9 AC . Q SEE NOTE 4 SEE NOTE 4 G G 96 3w MAX. (TYP•) 84 3W MAX. DLO DOOR DLO HEIGHT = HEIGHT 113/8• DLO WIDTH T = DOOR WIDTH 1216118° �p DLO WIDTH WC a DOOR WIDTHn 418/18" SIDE LITE DLO HEIGHT =HEIGHT 11318' OLD WIDTH =WIDTH 3118' h X A— XX 41 O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE 6ITES OVERLAP W AND WC DOORS BY 314• WHEN ASSEMBLED TO MAKE 'XO', 'OX', '0X0.70((Y, OX)e AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR W AND WC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (10C DOOR = DOOR WIDTHM - 4.079) T J � (n 0 O 0c6 O W V 2� Z i0 o N � � 47:` toy 1 k �4w 49 MAX 10 T a. 843" MAX DLO 1'YP. 4W , X - -109 1/2' MAX. �— 36 3W MAX_ — �I SEE NOTE 3+i U' - SEE NOTE VAU NOTE 4 —71 3/4• S�S` � 3/� MAX 6 7(m 3 ) B 33 / °L ii A" V II X INACI IIJC F,Il Q 143 3/4' MAX. • --- - -- MAX --�+ -- -SEE NOTE 3 ---+�— MAX -� 49 EEf s ss 3/4• MAX 10 WE[ JE JE -9 AC . Q SEE NOTE 4 SEE NOTE 4 G G 96 3w MAX. (TYP•) 84 3W MAX. DLO DOOR DLO HEIGHT = HEIGHT 113/8• DLO WIDTH T = DOOR WIDTH 1216118° �p DLO WIDTH WC a DOOR WIDTHn 418/18" SIDE LITE DLO HEIGHT =HEIGHT 11318' OLD WIDTH =WIDTH 3118' h X A— XX 41 O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE 6ITES OVERLAP W AND WC DOORS BY 314• WHEN ASSEMBLED TO MAKE 'XO', 'OX', '0X0.70((Y, OX)e AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR W AND WC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (10C DOOR = DOOR WIDTHM - 4.079) T J � (n 0 O 0c6 O W V 2� Z i0 o N � � 47:` toy 1 k (3 40 xo IM ERIOR ` 10 1 2 60 ® 4 o 37 (a4 AT HEAD /JAMB (~j B0 Q 65 ATSa uwMS . EXTERMOR narERioR c�EAR -cSO 6.3 o X o EALANT co w lima F MAX. MAX. MAX a o o ow a 62 HT N EU SL VIEW G-G �d 61 CORNER ASSEMBLY s 13 DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL %�yryy • �..•- o��`',.' j 7 MAX. SL WIDTH --►{ OLD MAX X WIDTH SECT. C-C HORIZ- im SPACING. SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND B) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) EN I i MAX.,� OLD MAX. SL WIDTH -+{ YLV SL SECT. F -F HORIZ. (SINGLE SIDE LITE) I— (o Q g P V p (et o N Z P rn ? ae o � • moo,,. KAU:�Ua�� Eli i E a m a, L kly � 1.760 1.7501 4.828 4.726 4.600 '002 4.100 .082 1 DOOR PANEL ODOR PANEL 30 TOP&BOTTOMRAIL 1301 3.111 .400 0� 1 O FILLER HEAD AD 6063.78 -- j 1272 1479 05D. 6.4 OFRAME HEAD 0.085 8083 -T8 4 80)E RAIL 8063-T6 1.500 .126 n 7880 .710 ADAPTER O TRUSS CLAMP 8083 -TS .060 079 .488 3.000 OOUTSWING THRESHOLD 11 • W03-T6 ODOOR FT NE • INTERIOR ASTRAGAL eoe3 -T6 . Am .060 318' GLAZING BEAD 73 6083 -T6 i . &100 --� - 1.750 4.726 t- 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 1 8083 -T6 L I -.625 .883 060 7H6° GLAZING BEAD 72 �.•r6 3.100 -- SL HEADER SL S81 80 6�-T6 81 6663 -T6 20 DOORFRAME. .IAMB 8003 -T8 1.878 .890 .050 3.000 82 SL JAMB 8083 -T8 �-r .05 ii oS4 JAMB ADAPTER 6003 -T6 j 1 --- -T .050 1.620 .280 -� F- WEATHER STRIP CHANNEL 6083 -TS 0.375 2.126 .125 32 HINGE 8063 -T6 r• -.172 .863 080 1.092 74 IG GLAZING BEAD 8083 -T6 cl P U g$$ Q 7t � P W � � o CO LL a6 O n CL rn 0 d�d n � o'I o I EE �H HEAD ZONC" ZONE "D�ZONE "D� ZONE •E• I ZONE *W ZONE 1 RRNRWBD a wi9�Uro ® � 12 !o� z s MINIMUM JAMB ANCHOR LOCATION. X XX O XO OR OX _ a AoomONAL JAMS 4 o N ANCHOR LOCATION, 52 EQUALLY $PACED AS REQUIRED PER TABLES o �� 3-7 ON SHEET 9. v C '0000 co A }"zoNE•c'� �-Z� nr ZONE "M ® ZONE •E"� �' ZONES "M ZONE or ° c SEE TABLE 3.. SHT. 9 SEE TABLE 4., SHT. 9 SEE TABLE 8„ sm 9 I SEE TABLE S. SHT. 9 00 6'r- "E°'b WAD ^b HEAD HEAD "�1D HEAD ' HEAD HEAD HEND EXAMPLE a °D z "�. -1-z� ANCHORAGE SOLUTION FOR A CONCRETE OXXOINSTALLATION A. 19' x 83 314' SIDE LITE$ "B" AND d C4 ° W ZONE ANCHORS FROM OXO TAKE T. SHEET 9. lag PLUS; o B. 71 3W x 83 314' XX DOOR ZONE � 'F' ANCHOR FROM TABLE 4, SHEET 9. EACH'F"ZONE. SEE ENCIRCLED VALUES, SHEET 9� SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHOR @me BILL SILL 4 aaj� 4L ZONE S� — }-ZONE EACH JAMB AND 2+8+8 +2 m (14) ZO ILL ZONED' ZONE'F' ZONE'F' ZONE `F" l YPE 1 OR 2 ANCHOR AT HEAD SEE TABLE T.. SHT. 9 SEE TABLE 7.. SHT. 9 ® $E TABLE 7. SHT. 9 ANb AT SILL EXAMPLE OF ANCHORAGE FOR A 713/4" x 83 3W %X DOOR. * ANCHOR LOCATION FOR .`�� * " " "' •�N /��; WITH 19" x 83 314• SIDE LITES (SEE SOLUTION AT RIGHT} EXAMPLE ABOVE ® c� ' •.'� d NOTE —S: 1. APPROVED ANCHOR TYPES ARE: 1.114" ELCO TAPOONS 21/4• ELCO SS4 CRETE-FI.EX MASONRY ANCHOR 3.812 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETEx SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. = ': �j 41 O JAftS{ALL1:131M* MAX. FROM CORNER AND 23118" MAX. O.C. to y� n HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 718' MAX. O.C. '• y1 ' �.. ' �tiy: i 31 TO NE ANCHOR QUANTITIES FIND TH�CRONFIGURATiON ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. '''�?� * t P�O� `• �ZONE'D'�ZONE "F"�ZO,ER� -{ a .XXO OR OXX OXXO � $�' � $�' --{- ZONE -I 8�' —}-- fiZ� , ZONE "F"�ZONE'F°�Z� -{ OXXO } -ZONE 8�' —}-- $� ZONE O x'5006 6 % d0 6 S1N M-cu "Ut 'W 40 +� tan :W- 10VIdW1 'S31i"1 CIS a8 Ww HON3w ,rinw asst "AMA � o•"M S3mv.L 3NOZ OVOI Jamno mo ZL/b0/iy0 U0Z Dismoso i r 3 ZSSYIO OR& -Ndb ° a u iL g A 3d 1QrFM NUj V �auuuirrr, ,� ?; ;�u'so� • . yid . m 0 xl-4 �O O Q 0 K 6 W d OF 1 :L- nnufm- 1tiC�N�OG3 1ddtl��ipZN: i113�1t�D '6378V1NOad8�WNW1DtlQl�NV�ti 3TIISIOY$1 ^O N N N N N N N N N N N N N N N N N N N N N N M M M M M M M M M M N N .&871VI •O V a v v a a a a a a v e v v v v v v v v v v v v v a a V a a a a v a .d.Ila • xx x HLQYN tlQOO 3�avdV dO 3NC2 H:1V9 tlGd'i t�'c 8�V1 ai0� S�IILNYIID 2lOHONV 3Sfl .3."gvNaH-C N N N N N N N N N N M M M /0 p! M Ol N M M 010210010140 a a V• m m m .B.81NV1'•O a a a a a a a Q a a a a a a V a a a m m m m m M M M M h A h M M A A A �S��L>�oSe�P:��Ts gIsngg01si � W ' M ' :�vW '►�f1 8�ll umnoGY3H31d17MMGNV'93UVIY[OVd%= NVMW3sf1 CM O N N M M M Ova 3"WV3arm �O lMVP 31W.L BMLUWW aM WM MWaWi 3 WA WW� oww aw an .O N N N N N N N N N N a n m m Oaavea v a v.0aavOvvaavmmm mmm Mmmh AAmmA AA J pp x S 0 S x a A �-• io rA x A O x x & ti A M1 x fr A A IA A x m A A F i4 r i x ® w t J .� Oi W ° V a. SUaz�'° K 3Ta50V3.1`O < < < < �' N N N N 941 N N N N N N N N N 1"1-1-1 N aV N -1-1-1-1+ M M M oa .8.8WVI^ avavaaaaaaaaaaaaaaaavaoe vvavavvvv vv .3. TaSMiN 0< < <« N N N N N N N N cy N N N N N N N N N N N M a'7 M M M M M M m M .0.aronrr -Ovaav V•vavvvvevaaavvmmmmmm Mlow Ell 51 P� o A F le I jig ® p O p02' W cr a UZ v p SSSQQpt gi Q `°�' ;6-n rM_ g $laVl .tl.swvr•xxvvavvvvvvvvavvvvav MM Mc9MMMMMmMMMmmMMmmma'aa + mwwmmmmmmmmmm co N N N N N N N P1 to N N N M M N N M M M N M M M M M M M M M M M M M M I V'vvvvav V V•v V•v a V'vvv Y L!M - ' m A A A A A A h A h A A A A O (Y m f0 O Cp m fp p0 =came 00 O< Mae** �8�flY161R08NMaoaaaaavavaaa .d.6W1N- VIM mmm m ®Mmm000 vuommmmmmmmmmmmmmmcpmcO W MmaOhmmmhAmmMAh ¢ JOf=F J Q � m fvh 0 ��8�m��86iS1° A A A `T a. <m A A .����a�$C�>FtP�SoSR$��i� x iD h A tx W mil x • x � x A ® �, t0 yr N � Y�•r� M [9 M M M W t7 M m m M M m m m M m to m m M -6100 m m m m m m m m m to m m '••1, T}ISXJ1i${- x N N N N N N N N N N N N N N N N N N N N M M M M M c9 a0 co M M M ,M M M M .v. BIRVi -x a a a v a a a v v a a a a a a v a a a v a v a a v a v v a a a a v a Y $IBtll r ..7.TH90 M- x A A A A A A A AAA M M M a0 M M ap e0 M i= Iv ao do M �� M M M 0 0 '' p ,- N N N N N NTT". N N N N N N C41 N N N N N N i, M M M M M M M M M 0.2 M M M - m tp m m M m m m m 0 op; M m M m M x $ x av�iom x ski x A •�^w� '� ,. 2X WOOD BUCK NOTE 2 1 318" MIN. {�.1 314' 13/4' 3.4 KSI MIN. CONC. I MIN E•Dy1 MpV E•D. I J 2X WOOD (] BUCK NOTE 2 1X WOOD BUCKNOTE2 ; ' • ''" •' ''� �: "' ' ~s�i': � +.;�: 1 3l8• TYPE 1 13/4'TYPE2 III I ANCHOR y DOOR • - D (WOOD) 13V 1W MAX SHIM MIN. alit" • - t 114• MAX. EXT. SHIM CONC. EXT. ANCHOR, NOTE 1 DOOR HEAD (CONC) 13V TYPE E i (CONC) 1 314' TYPE 2 ((ANC) SIDE 1MAX14' . -►I SHAM , :..� • —T 114' MAX. SHIM : . 314• MIN. ED. ]H-- 3.4 KSI MIN. OONC. 1X WOOD BUCK, NOTE 2 31W MIX 1 i U4' MAX. SHIM WOOD ANCHOR /� TYPE 2 OR 3, -� \ NOTE 1 13r MK CONC. ANCHOR, NOTE 1 114• MAX 4�- 1 314' -+ 1 314' MIN. ED. 1318' TYPE 1 I XV TYPE 2 114' MAX. SHIM iANCHO• R, NOTE 1 LITE HEAD (CONC) -►1 1114- TYPE 1 OR 2 (CMU) `II.:y: T' 1 �4' TYPE 2 ( ON ) J LIt. ± 13/4• MIN. ED. 20R3. CENTERS, ' ;!:.a•ii - I ANCHOR • `:; . +:- ,s•,ei• 1314' NOTE 1 NOTE 1 i 1314" MIN. E.D. TYPE . ;� ti• 3•, 2X WOOD 1X WOOD BUCK •~ 2X W000 NOTE 1 ' : �j: BUCK, NOTE 2 NOTE 2' 3 4 � �. FOR gll ,NOTE 2 IX WOOD BUCK NOTE 2 ,.'4 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANA 1OR TYPE 2 C. ANCHOR, r- WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 OR 3. NOTE 1 NOTE 1 CONC ANCHOR NOTE 1 rZim /SHIM 3V MK `2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) EXT. BUCK N 0 NOTE 3 2 EXT. X EXf. I-1/4' MAX HI MAX SHIM MAX SHIM SHIM TYPE I 1314•TYPE 2 1313' MIN 1 •• . +•:. 't:•+ _�. : °� ;•Mi:r' '.,Y 1, 3V TYPE 1 13144• 3.4 KSI MIN 3l4' TYPE 2 WIN. E.D. 3A KIN MIN. CONC. CONC, DOOR SILL (CONC) ' NOTE 2y—TI SIDE LITE SILL (WOOD) SIDE I ITE SILL (CONC) NOTES: 1 • FOR CWCIRETE WSTALLATIONS IN MIAMI -OADE COUNTY. USE ONLY MIAMWADE COUNTY APPROVED ELCO 114' TAPCONS EMBEDDED 1318' MpV (TYPE 1) OR 114• SS4 CRE It:-FL•EX EMBEDDED 1314• MIX (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 1314". FOR WOOD INSTALLATIONS USE 2. WOO DEPICTED AS OR ELCO 19' SS4 1x ARE LESS THAN 1r TT'HICK. 1 WOOEMBEDDED UCis ARE OPTIONAL UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. VNOOD BUt2tS �PICTED AS 2x ARE 1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} 3. IF SILL4S TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON—SHRINK NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUStPULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS .WOOD. 309 F7:1.T PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1.8 KSI MIX CMU OR 3.4 KSI MIN. COMO. MIN. ED. Q C4 (] S2 P _Q y LL o 10 a � F Z O = ?� a z rn r g Ms g g d�d lid I gg- iy'. y Z_ O^ . y0• d , � �yv`� = MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION P ENVIRONMENT, AND REGULATORY 11805 SW 2& Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2540 F (786) 315-25" NOTICE OF ACCEPTANCE (NUA} PGT Industries, Inc 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rates 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: Series 11HR -710" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, impact ", sheets 1 through 11 of 11, dated 02/28!2006 with the latest revision "E" dated 10!1712011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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. AUSSILE 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 NOA No. 11 -0630.02 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �A ,X NOA No. 11-1114.04 2 $ 1Z Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 P(lr 1 €ndustrits. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 0.7- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28 12006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and, per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Jaime A Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E -1 Approval Date: February 16, 2012 ,#GT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 081S.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Sailex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07 -081 5.09) Jaime D Gaston, P. . Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E -2 Approval Date: February 16, 2012 -.PGT IndustAis,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and F11-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.46) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E -3 Approval Date: February 16, 2012 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2} FOR INSTALLATION ABOVE 30 FT. GLASS TYPES G THRU L MUST HAVE A TEAS MED GLASS OAP. A. 5115" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. B. 51W LAM1 CONSISTING OF (1) LITE OF 1/5" ANNEALED GLASS AND (1) LITE OF V8" HEAT STRENGTHENED GLASS WITH A.010 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 6115" LAMP CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7115° LAMP CONSISTING OF (2) LITES OF 3115' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 715• LAMP CONSISTING OF (1) LITE OF 3115" ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7115" LAMI CONSISTING OF (2) LITES OF 3M5" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAyER. G. 13/1S" LAMI IG: (1) LITE OF 1/8" OR 3/15" ANNEALED (MIN.) GLASS, 6/15" OR 31W AIR SPACE AND 6115' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB P NTERLAyER H.13MS• LAMI IG: (1) LITE OF 1/S" OR 3181 ANNEALED (MIN.) GLASS, 6118" OR 318" AIR SPACE AND 6MS" LAM[ CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18" LAMI 10: (1) LITE OF 1/8" OR 311 S" ANNEALED (MIN.) GLASS, 5118" OR 318' AR SPACE AND 5118" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J. 13/101 LAMI IG: (1) LITE OF 1/8" OR 3115" ANNEALED (MIN.) GLASS. 3118" OR 1/4" AR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYFA K. 131151 LAMI IG: (1) LITE OF 1/8" OR 3/18' ANNEALED (MIN.) GLASS, 3118" OR 1/4" AR SPACE AND 71W LAM[ CONSISTING OF (1) LITE OF 3MB" ANNEALED GLASS AND (1) LITE OF 3M6' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. L. 13/15" LAMP 10: (1) LITE OF 1/8" OR 3M5' ANNEALED (MIN.) GLASS, 3M8" OR 1/4" AR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2 CONFIGURATIONS: Q XO. XQK 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 IWA STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTLASW AND FTL -833(L ELCO TEXTRON NOA• 040721J)1.03 -M.06 ANSUAF&PA NOS -2006 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE R FLORIDA Still OODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ� B. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. woetARM FL 3411 =89=. �ixr� NTS I 1 -If 1 4127 -10 NOA DRAWING MAP LYNN * : No. 85766 ; ,,'1 ;sS�ON,1AL A LYIW 1 PI_ P" am SHEET GENERAL NOTES .... ».. »._ 1 GLAZINO DETAILS »......... 2 DESIGN PRESSURES .... ».3 ELEVATIONS. » ».._....__.._ 4 VENT. SECTIONS............ 6 HORM SECTIONS..-..-.... 5 PARTS LIST ». » ».. »... »....... 6 EXTRUSIONS................. 7 CORNER DETAIL.. »... ».... 5 ANCHORAGE—___.- 5.11 LYNN * : No. 85766 ; ,,'1 ;sS�ON,1AL A LYIW 1 PI_ P" am 21 11Y NOM. GLASS BITE 60,61,62 IV ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5118' NOM. 6116" LAMINATED GLASS @--I l � � �"@ 21 V2' NOM. GLASS SITE /It — X66,67,68,69,70,79 -\I 118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER U8' ANNEALED OR HEAT STRENGTHENED GLASS 6118' LAMINATED 6116' OR 318' AIR SPACE 118' OR 3116° ANNEALED OR TEMPERED GLASS QD 13118' NOM. 13/16" LAMI IG GLASS VW 6/16" LAMI U2" NOAH. GLASS BITE <D EXTERIOR INTERIOR b (ALL SECTIONS) 3118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 711 8° LAMINATED 7/16" LAMINATED GLASS 12' NOM. GLASS SITE f 72,73,74,76,76,77 �j 3118' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3118• ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 3118' OR 114' AIR SPACE 1 B" or 3118' ANNEALED OR TEMPERED GLASS QD 13118' NOM. 13116" LAW IG GLASS W/ 7/1(r LAMI ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. rorECHNOU)GYORM MOKO" FL 34M PA. BQ7C 1678 NOKOWB. R.3M� mmo I rW8 1 2 -ell 1 4127 -10 wMdw Raftcaft Aoocnw=No 1 Akknd. XR 55705 ,IFS; •• •''� `�. A. LYKKARlEII. P.E P" am TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLOARE 1" SMALLER) �IPlSTALLATIONIN THE W*aABOVE 30 FT GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP - AND ANCHOR WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 2" 38" 383/8" 48" 50 618" Sr or or Be A,B,G,H +60.0 •80.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +80.0 -80.0 +80.0 -w.0 w A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.8 +56.2 -56.2 106 3I6" A,B,G,H +80.0 -130-0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +6D.0 -80.0 +60.0 -60.0 +65.2 -55.2 +523 -52.3 108" A,B,G,H +60.0 •60.0 +60,0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +64.6 -54.6 +51.7 -51.7 117 "` A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.01 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C I +60.0 -60.0 . J,K,L +75.0 -75.0 QUANTITY REMAIN UNCHANGED. TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 86 7116" AB ,C. G'KI +80,0 60.0 TO 86 7116" D, E F, J K,L +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT W. I 38" 38 3/8" 48" 60 8/8" 1 64" or or W. A,B,G,H +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 w A,B,G,H +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +69.6 •69.6 +65.2 -65.2 74" A,B,G,H +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +68.1 -66.1 +63.8 -63.8 as wxu9w MNO!. UP TO 74 " C J,K, L D,E F, k +75.0 -75.0 GLASS TYPES: TEST REPORT FTL4858 (XO)), FTL -4859 (OX & XO) AND FTL -5330 A. 5115" LAMI - (1/8" A. .090,118" A) B. 5/16" LAMI - (1/8' A. .090,1/8" HS) C. 51W LAMI - (1/8' HS, .090,1/8" HS) D. 7/16" LAMI - (311(" A, .090, YIT A) E. 7116" LAME - (3/76" A. :090, 3116" HS) F. 7/16" LAMI - (3/1(' HS, .090, 3116" HS) G. 13/16" LAMI 113-1/8' OR 3116"A (MIN.), 5/16" OR 318' AIR SPACE, 5116" LAMI - (1/8"A, .090,118 -A) H. 13116" LAW IG -1/8" OR 3/16 -A (MIN.), 5116' OR 3/8` AIR SPACE, 5116" LAMI - (1 /8 "A, .090JAMS) I. 13116" LAMI IG -1/8' OR 3116 "A (MIN.), 5116' OR 318" AIR SPACE, 5/18" LAMI - (1 /8'HS, .0W I/rHS) J. 13/16" LAMI IG- 118" OR 3118-A (MIN.). 3118" OR 1/4' SPACE, 7/16" LAMI - (3116-A-090, 3/18 -A) K. 13/16 - LAMI IGG-1 /8' OR VIM (MIN.), 3118" OR 114' SPACE, 7116' LAMI - (3/1('A, ,090, 3/18-HS) L 13/16 - LAMI IG- 1 /8.OR 3/16'A (MpVJ,3/16"011114"S . 7116" LAMI - (3/1(-HS, .090, MIMS) `� � ���•.',�p � � .� t2 :7'p••, srA •,: 2: �'�..`,ss /ONAL��• " �4 � m J.L +amtr a A0tJWVIfiTET188&A T � OTECHN amroarvc NOMMJ13. Pa.eQa,� N�fO� ��" rr�ab �Ae• mow. DES/GNPRESSURES JiL Bawl 0 AiCAPTOEETEbOSM +�FTPVTE ALUM HORIZONTAL ROLLERWI�YDOW,IMPACT Ax �+so� c m awmFa+amm&a AIErAMErsuoo M Fit Jr, &am #0" 17TS 3 all 4127 -10 E 273V ' - 110" MAX. WIDTH I.F. FRAME 111' MAX WIDTH FLANGE FRAME DETAIL B - XOX (114- 1/2 -114) 33 9118" MAX 33 9/18' MAX. DLO FDZ C DLO VENT H I ym;_7 1 573V MAX DLO ALL FUCED LITES I I I / x I _ I C+ I— 73' MAX WIDTH I.F. FRAME-----41 74' MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO 83" MAX FLANGE FRAME ALL 68' I C,pHe�n MAX DLO ALL VENTS MAX 1 Or I.F. FRAME ALL CONFIG. PA. BQ%15N Noxords• tisms —86 711W MAX. WIDTH I.F. I 7118` MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET S FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL v ( 93J FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) 2EYAT/ONS %�O '�. wr HORIZONTAL ROLLER UVUNDOW IMPACT x'14; ...... 9 /ON& � l NWO 161- r !t 4!17.10 E tiL � P.B. MAX HEIGHT f FLANGE FRAME `J SECTION C-C (VERTICAL SECTION, FLANGE FRAME) MAX. VENT OLO EXTERIOR --� i �-- MAX. FIXED DLO---4 MAX WIDTH (FLANGE FRAME) 19 SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) {+ MAX. FIXED DLO ----4 MAX. VENT DLO MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. FRAME) rolmcwvaaar6anv6 eacalse.Pti.aum vo. � uae Nacaos.a6m� 1?dbyBet6e HEAD (VERTICAL SECTION, I.F. FRAME) ILUAL HORIZONTAL ROLLER WINDOW , 76Y7t0 Lff 5 w 11 4127 -10 MAX. V86T OLO "=j! 6':n ~ * No. 58705 * ' �` a *01 . ,FLU Po- BTA 2 "0..`t...... isS /OIN,1A�,1`•`��� & Lvw 1" P.G. PBJ 68706 X 3/4 AL GiF, i ,t, ,ow R - AL)k=J Vr VFkN tffl J FOAM PAD I MAT 7PAD1626 -- 13 4002 A FLANGE FRAMEJAM13 6063WAL 612225 14 4134 13!16" LAMI IGI/8"A GASKET ToR MAINFRAME SILL JOINT 53 74134W/K 15 1155 54 #8 X 1.000 QUAD PN. SMS H I 781PQA 16 4110 (T SCREEN ADAPTOR 6063 -TS AL 641100 17 4054 B FIXED MEETING RAIL 6063RD T6 AL 64054A 19 4066 IN. 1/4" AIR SPA WSTP .187X.230 FIN SEAL 3116 -A 640w----] 21 1 4105 1 ISASH TOP & BOTTOM RAIL 6063 -TS AL 612240 22 1 1683 1 1 WSTP.,.250X270BACK. FIN SEA L 3/16 61FR7l: 24 226 BRASS ROI.I h7t W HG+LLS BRASS ?BRWHLZ 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D SASHMEETINGRAIL 6063HS-T6AL 64006 33 1 1235 WSW .170 X 2701 FIN SEAT_ 4_m X 275 43 1 4141 R - U7.FRAMEJAMB I MAT 1 66 CLUM SIUCOM DOW 899 9950 51 1124 5/16' LAMI(WA,.09DFM VINYLGLAZINGBFADBULB CN 52 1225 13!16" LAMI IGI/8"A VINYL GLAZING BEAD BULB 53 4039 B GLAZINGBEAD - 5/16" 54 4044 H I (RAZMBEAD -5116° W /&JLLKFT 55 4222 1 A GAZMBBAD -7/16" 56 59 985 1 4067 1 C ICLUNG laAZ]NrBPAn- BEAD -7/16° W /GRIIJ.Krr IVIA- 61 5116° LAMI 1/8" A..090M U8' H 62 " 5116" IAMI 118" HS .090PVB, 1/8.1 63 " I 7/16" IA MI 3/16" A .0 90 M 3116" 1;`71 rM DWGJ R - Dl1<4(3Dl'TION I MAT I PGTO 66 GLA 13!16' LAMA( -1/8°A NMI 3/8"AIRSPA 5/16' LAMI(WA,.09DFM 1/8"A 67 ° 13!16" LAMI IGI/8"A 318" AMSPA 5/16' I.AMI I/rA .090 1/8" 68 13!16' LAMI IO.1lS"A 318° AIRSPA 5/16" LAMi 1/8'H5 .090 1/8"11.4 69 70 13/16' LAMI W- 3/16'A 13/16" LAMI IO.3/16°A 1N4 5116' AIR SPACE, 5/16" AIRSPA 5116• LAMI 1/VA .090 5/16" LAMI I/8"A .090 1!8°A 1! 71 13/l6' LAW IO.3116'A 5116" AIRSPA 5/16" LAhG 1 /8"HS,.090 I/B"HS 72 ' 13/16" LAMI IGI /8 "A IN. 1/4" AIR SPA 7116' LAM1 6"A .090 3116 -A 73 " 13/16" LA MI IGIIVA IN. 1/4" AIR SPA 7/16" LAMI (3/160A,.090 Fm 3/16" 74 ° 13!16" LAMI 10.1 /8'A IN. 1/4' AIR SPA 7/16° LAMI 16'H3 .090 3/16 75 ' 13/16' LAMI IG•3 /1&A 3116" AERSPA 7/16' LAbG 16'A .090 3/16 "A 76 ' 13116" IAMI10.3 /16 "A 3/16" AIR SPACE, 7/16' LAhG 16 "A .090PVA 3116 "HS 77 ° 13/16° LAMI IG3116 -A IN. 3/16" AIR SPA 7/16" LAMI 16'HS .090 3/16'HS 90 1014 1 SCREEN FRAME OR. & VEPQ 3105 -H14 AL 91 1630 ISCREW CORNER KEYWAUNCS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINOS FOLYPROP. 93 073 SCREEN SPRING ST.ST. 94 J6 624 SCREENSPIJNE- .13SDIA.FOAM EM PVC 35 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH 710 - 224 .082 41 I.F. FRAME HEAD 04139,6003 -TB L7 — F Ff 2.784 w al AL 644703 .062 3162 AL 64722 AL 6985 AL 64067 1986 43 I.F. FRAME JAMB 94141.8W348 LYNN LL 710 * N..58705 42 I.F. FRAME SILL _ +motec,waooronwe 04140.6003 -TB �2 �i Xf ` — PARTS UST ` o ` ALLK HORIZONTAL ROLLER WINDOW IMPACT � + YA/bjF A., MTS 8 r !! 4!2%10 A. t PE -- -- iE p"Ume .082 1. 73 1 73 L 2 710 O FLANGE FRAME HEAD #4102A,6063 -T6 1 --0- -.062 .490 O SASH STOP #4026, 6063T5 .082 L�IM 1.349•y 21 SASH TOP & BOTTOM RAIL #4133, 6083 -TS V GLAZING BEAD. 5116" �J #40448,6083 -T6 (l1SED W / GRILL I0T) 1.122 O FLANGE FRAME SILL #4138.6083 -T6 L .081 .437 Y .461 O HORIZ. ROLLER TRACK 04131, 6083 -TB 0 .062-0 1.� -+y 1.081 32 SASH MTG. RAIL #4006D.6063HS -T6 678 1M 666666�T 55 GLAZING BEAD 7/16" #4222A, 8063 -TS NDKOYlB, FL30M vot�Y egx NOKO►U8. F7.3@4 -�•{ 1.187 r-- 3. O FRAME SILL ADAPTER #4137,6063 -TB 1. 8 .062 { 1.403 17 FIXED MEETING RAIL #4054B,6083HD -T8 2 .29»ry 37 SASH SIDE RAIL #4128,6003-T5 .ow.878 1.115 . —+jT :- 4��j:4 56 GLAZING BEAD, 7/16" #9=1808346 (USED W/ GRILL KIT) '040 .738 O SASH STOP COVER 040M 8083 -T6 r� -2.784 I 1.363 1 .082 13 FLANGE FRAME JAMB #4002A.6063 -TB MSD 1.086 --.8TT78 53 GLAZING BE 5116" #40388,6063•TS I .NS 080` 58 GLAZING BEAD. 13/16" #4087.6083 T6 NR71D I HBII I 7 r 11 1 4127 -10 PRODUCT Rnvlsm) os G=piYaB with Um PlofWA evgftiwCO& : ci� Dao ��,� \IIIIIIU/ LYldM ` * ' No 58705 am'F�'W A LYNN PAL P.B.tI Effigy MCHORQUANTmEB,XOX fy&i w4)WINDOWS AN MR TYPE: &SUBSTRATE GLASS TYPES A.B.C.O,H.I 2.3. WOOD 2. C ONC 1. CO S VANOOW SIZE v HEAD & SILL HEAD & Stu HEAD & 1 83.125x 38.375 48.000 50.825 54.000 80.000 63.000 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +0241 +( 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3.1+C2+1+( 1 +C2 +1 +C2+.1 3 1 +(2 +1 +C2+1 311+C2+1+( 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 311+C2+1+( 1 +C2 +1 +C2 +1 3 1402 +14C2 +1 3 1 +C2+1 +( 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C241+C 60.00 x 38.375 48.000 50.825 54.000 60.CB0 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C 1 +C2 +1 +C2+1 3 1 +CZ +1 +C2 +1 3 1 +0241 +C 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2+1 3 1 +(2+1 +C 14C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 1 +C2+1 +C 74.ODOx 38.375 45.000 50.625 64.000 80.000 63.000 1 +C2 +2 +C 2+1 2 1 +C2 +1 +C2+1 2 1 +C2 +2 +C 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+24C 1+C2 +2 +C2 +1 3 1 +C2+1 +(2+1 3 1 +C2 +2 +C 1 +C2 +2+C2 +1 3 1 +C2*1 +C2+1 3 1 +C2+2+C 1 +C2 +2 +C:2 +1 3 1+C2 +1 +C2+1 3 1 +C2+2 +C 1 +C2 +2+C2 +1 3 1 +C2+1 +C2+1 3 1 +q+2+C 84.000x 38.376 48.000 50.626 54.000 60.000 63.000 1+C2+2 +C2 +1 2 1 +C2 +24C2+1 2 1 +C2 +2+C 1 +C2+2+C2 +1 3 1 +C2+2+C2+1 3 1 +C2 +2 +C 1 +C2 +2+(2+1 3 1 +C2 +2+q+1 3 1 +C2 +2 +C 1 +C2 +2+C2 +1 3 1 +C2 +2+C2+1 3 1 +C2+2 +C 1+C2+2+(2 +1 3 1 +C2 +2+(2+1 3 1 +q+2 +C 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 1 +q +2+C 106.375x 38.375 48.000 50.825 54.(40 60.000 63.000 1 +C2 +2+(2 +1 2 11 +C2 +2+C2+1 2 j 1 +C2+3 +0, 1 +C2 +3+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C; 1 +C2 +3 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C3 +3+C: 1 +C3 +3 +C3+1 3 1 +C2 +2 +C241 3 1 +C3+3 +C 1 +q +3+(3 +1 3 1 +(2 +2+02+1 3 1 +C4 +3+0 1 +q+3*C3 +1 3 1+C2 +2+C2+1 3 1 +C4 +3+0 111.000% 38.376 45.000 50.62b 64.000 60.000 63.000 1 +C2 +3+C2+1 2 1 +C2 +2+(2+1 2 1 +C2+3+Ci 1 +C2 +3K2+1 3 1 +C242+C1+1 3 1 +C3+3+C 1 +C2 +3*q+1 3 C3+3+C 1 +p +3 +t;3+1 3 AI+C2+2+C2+l C3+3+C2 14{.3 +3 *0341 3 4 +3+C4 1+¢3 +3sq +1 3 C4 +3 +C4 lOH7N1 E MO[ IM60FE7 &.FUFxljc Qoll D lOCAPR 28gMVSIED .W 411418Y C L"Mi MEA S9,EMAUMDUE' amm .L.A Sam ANCHOR UANTMES. XOX (144 1 ANCWM TYPE: 8 SMTRATE GLASS TYPEF 2.3. WOOD 2. CON ZONES zm; WINDOW SUE HEAD A SILL HEAD 8 SG 48.000x 38.376 48.000 60.826 54.00D 80.000 63.000 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 1 +C2 +1 +C2+1 3 i +C2 +1 +C2 1 +C2 +1 *C2 +1 3 1 +C2 +1 +C2 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 53.125x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 131+C2+1+C2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 60.000x 38.375 48.000 50.825 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2• 1 +C2 +1 +C2+1 3 1 +C2 +i +Ci 1+C2 +1+C2 +1 3 1 +C2 +1+C2- 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2• 86.000 x 38.376 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2- 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+ 1 +C2 +1+02 +1 3 1 +C2 +1 +C2+ 1 +C2 +1+C2+1 3 1 +C2 +1 +C2+ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+ 74.000x 38.376 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2; 1 +C2 +1 +C2+ 1 3 1 +C2 +1 +C24 1 +C2 +1+C2 +1 3 1+C2 +1 +C24 1 +C2 +1+C2+ 1 3 1 +C2+1 +C24 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C24 1 +C2+1 +C2 +1 3 1 +C2 +1 +C24 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C24 14C2+1 41 3 1 +C2 +1 +C2+ 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+ 1 +C2 +1+C2 +1 3 1 +C2+1 +C2+ 1 +C2 +1+C2+1 3 1 +C2 +1 +C2+ 1 +03+1+0+1 3 1 +C2 +1 +C2+ 86.437x 38.375 1 48.000 1 50.625 1 54.000 1 60.000 1 83.000 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+ +C2 +1+C2 +1 3 1 +C2 +1 +C2+ +C2+1 +C2 +1 3 1 +C2+1 +C2+ +C2 +1 +C2+1 3 /+C2 +1 +C2+ +C2+1+C2+1 3 1+C2 +1+C2+ +5+1 +C3+1 3 1+C241 +C2+ d d 1GdfMl I E NG MIMME rm BHE Jit ammi 0 1GOAPADBEI mww FJC ME 41tA ' C UP0.4TE TABLE& BEL MWIF FX aria Sam 3AMM e ao EO. IS) 4) HS) Y HS) 3 - 6 I 3W MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI NOTE 3 13W CONCRETE MIN. `` -: ; NOTE 1 1x WOOD ' BUCK. —T 1 NOTE 3 — MAX. A) rT19� v� MAX. SHIM SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 114° MAX. -- �- NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -I DE COUNTY APPROVED 114" ELCO TAPOONS EMBEDED 1318° MIN. OR 114" SS4 CRETE +I.EX EMBEDED 1314' AM. MPUMUM DISTANCE FROM ANC = TO CONCRETE EDGE IS 13W FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DARE ( AUNTY. USE 012 STEEL SCREWS (06) OR 1J4' SS4 CRETE•FLEX WITH Al2 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1J2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCRETE. WOOD BUCKS DEPICTED AS 2K ARE 112* THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF UB° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1 3/8' 1J4° MAX. SHIM i 1 1!4" MIN. DISSIMllLAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I 1 MIN. I (1.6 KSI CMU) ! .o OR PER NOTE 1 '' • (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 • 13/4" a EXTERIOR INTERIOR •, ° •MIN. E.D (HEAD 8 3ILL DETAILS A, B, C, D, & H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 4 SEE NAILIN< INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR ID CONCRETE ANCHOR, NOTE 1 1/4' MAX. SHIM •• —T • _-NOTE 1 s 1 314" MIN. 3.4 KSI E.D. TYP. CRETE 2x WOOD DETAIL C BUCK. NOTE 3 WOOD ANCHOR. NOTE 2 P.O. BQX 1678 Nacaws.a�� SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112° NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G. H & I. DETAIL G (SILL) u '- SEE NAILING +DETAIL I (JAMB) tAL FIN FRAME SECTIONS iE DETAILS ZONTAL ROLLER WINDOW WAI✓ Hof 1 11 + 11 1 4127 -10 E PRODUCCR8VWW 5-1102�124i y� h dw nmida f� �nu�u NV LYNN Af/ze i * ' Na 58705 p • 8TA I �1fJ� �ONAL 1E�. A LYNN P£ P.Hs mm $4dud ADDrDVaI Menu > Pmdud or ADDli Ow Swrth > AoDlkatlw USt > A" on Detail FL* Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Page 1 of 2 "7 liNq cw� FL15558 New 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fix @jeld- wen.com Janet Gerard fbc @jeid- wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882 -3451 Ext2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http : / /www.floridabuilding.org/pr /pr app dtl .aspx ?pamm= wGEVXQwtDqvKmQdIOU ... 9/7/2012 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 of Products Page 2 of 2 F1 Model Number or Name Desii on 15558.1 Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sideiites Umits of Use Certiflcndon Agency Certificate Approved for use in HVHZ: Yes EL15558 RO C CAC NI011082 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other. Refer to installation Instructions S -2104 for FL15558 RO II S -2104 SS Ddf sizes, configurations, design pressure ratings, and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation details. Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PE 035 SS ndf Created b Inde dent Third Pa : Yes ® Next Contact :: 1940. North (Monroe Street. Tallahassee FL 22M Phone: 850487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida_ :; :: Refund Statement Under Florida law, email addresses are public records- If you do not want your e-mail address released in response to a public- records requesL do not sernd electronic mad to the entity. Instead, corrcxt the office by phone or by traditional mail. If you have any questiorm, please contact 850.487.1395. pursuant to Section 4S5. 275(1), Florida Statutes, effective Other 1, 2012, licensees licensed under Chapter 455, F.s. mn�t provide the Department with an email address If they have one Tha smalls provided may be used for official communication with the Ocer>see. Hovrov� emaa addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emafi address which can be made available to the public. To determine NYou are a licensee under Chapter 455, F.S., please dick hg M. ,,. Product Approval Accepts: Ai6' MKT S €SUeEB,: pt�reaJ by vaas+� http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvKmQdIOUtQt ... 9/7/2012 BUILDING DROPS 127 W. Fairbanks Ave. Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 Certificate of Authorization: 29578 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Energy Saver /Contour Wood Edge Opaque Steel Oufswing Door w / or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X81.25" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: F. 0 '14 .. .. = 7 = :0 Evaluation Report Pages I — 4 'P S'/ C4 Installation Details Pages 5 ij�t,IOj�j' ` �```�� Di 'tll i to a y s gned by Hermes F Norero, P.E. Reason: I am approving this document Hermes F. Norero, P.E. Date: 2012.05.01 17:42:30 - 04'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD -WEN, Inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies FL *: Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) forJELD -WEN, Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. S. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL #: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 A\\ Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: FL *: Date: 05/01/2012 Report No: 2035 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF units meet water innitration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS FL *: ilk A Perfect Solution in Every Drop Date: 05/01/2012 16 Certffirate of Authorization: 29578 Report No: 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites . iYP 6 SP ® T 4.50 1 00" TYP. 1 16.41 IYP, '? P. I I 11 I I I I I 1 1 1 1 11 1 I I I I I I I I — T 6 .00" TYP. 1P. 6.00° TYP. + - -� '2,50' 1YP. .00° iYP.I ' 6 TYP. I I 1 1 1 1 1 1 ! I 5 — SPACES I ® I ij i 4.50° TYP. 9.00" 1YP 300° 6.58" 6.00" TYP 3.0� 0" TY . 00" TYP 6 TYP. I I I l I I 11 1 1 6 5 — — — SPACES SP @13.85` ®T 1 1 1 I I I J.00" TYP. 3.00 TYJ L 7.00" TYP. 3.00- 2'25" 7.00" TYR -YP. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 4.50° TYP. 9.00" 1YP 300° 6.58" 6.00" TYP 3.0� 0" TY . 00" TYP 6 TYP. I I I l I I 11 1 1 6 5 — — — SPACES SP @13.85` ®T 1 1 1 I I I J.00" TYP. 3.00 TYJ L 7.00" TYP. 3.00- 2'25" 7.00" TYR -YP. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 74.5' MAX. OA FRAME WIDTH - ,�iLD Steel .675' 11P. .125' 36.625' MAX. OA 36• MAX. OA ayamr3AYfgoff !/ RB' �8"wpowwOPAr7LlE'8'FmOI/ISiI?MO W PANEL WIDTH WACT000R 0M FWW 6 I47I710fiTdGV8= GENERAL 1 1. THIS PRODUCT b DEMO TO COMPLY WITH THE (ANT FLORIDA MOM CODE AND HIGH VELOCITY HURRICANE ZONE IMZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPED PER ANCHOR LOCATION DRAWINGS. ANCHOR EIGEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S711CC0. 4. SEE TABLE 1 ON IHLS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PROOVCT ffM THE WATER REQUIREMENTS FOR %Wr ZONES. SEE THE DESIGN PRESSURE CHART show. 6. DOORS ARE IMPACT RATED AND DO NUT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIOELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RE3✓!>ERITW.INSISATED STEB. DOONT IConxnar roadlaaaeamxBGoml Face sheets 24 ga (0.0201 Minimum thickness. Gohadzed Steel A -525 eomrnerdal quality - N(DO per ASTM 620 with avert mnuman yield strength Fy(ave.) =24,600 * Con dean: Expended polystyrene with 1.0 to 1.25 Ors. /d dwt*. by MD -WEN. INC. Goa Pa»el cansbacl an: The active and inactive panels am constructed from 24GA. (0.020' ads) golmnaed steel The face sheet fops and bottoms are bent W over the top and bottom rak The top LVL rail measures 1.67' wide x 1.042' high. The sled bottom rod is roll formed DOW gaMmriied stets measuring 1.6r wide x 1.21* high. The sides of the two sheet are rag formed ado the LVL latch stile and Ponderosa Pine hinge style which measure 1.67' x 1.0: The interior cavity is Filled with polystyrene. The face sleets are glued to the polystyrmu. fixed We ConstWe Const.: The sash is constructed from 24Gk (0.020' min.) galvanized steel. The edges of fix low sheet are bent 40' over the polystyrene cam and glued to it. The siddite panels ore routed to receive the ODL Lip Life Fromes or the optional TrinOy Light Frorram (See sheaf 7 for Owing details.) The lite from are seated w/ OSO giving compound on the ederia. Frans Construction The frames ore constructed from Podemso Pine jambs measuring 1.25' wide x 4. 5625' deep. The door and sidelite hod jambs we mortised and bull joined to the sal jorrrbs and attached with (3) 16CA 2' x 7116' crown wine staples. The ants use a standard bump face Pemko threshold measuring 4.041' deep x 1.0' high. The threshold is attached to 70.25- MO. OA FRAME WIDTH .75' 1l1 � .75 MULL. 15.5' MAX. OA IMP. I •�1e YP. PANEL pt, 1 OFRAME WIDTH INACTIVE ACTIVE 80' 80• .� MAX. MAX. OA OA PANEL PANEL HEIGHT ® fIEX,iR 81,25' 81,25' MAX MAX. V OA ® OA FRAME FRAME HEIGHT NEW I log 0 1 0.625' i U) 0.75' J 0.625• 3775" MAX. OA 107' MAX OA FRAME WIDTH - 875' 125' .75' MULL FRAME WIDTH TYP. J6.625' WUt. OA � �. 875' M. 36' MAX. OA PANEL MOTH 36' MAX. 0A PARilY R4W PANEL I> W /W I ®® W1X OA PANEL HEIGHT 81.25' WIX Im OA FRAME HEIGHT 0.625' l7a,77n lIlrl. at17:fN�: 6' MAX. D.A. D.L.O. WIDTH 63.123' MAX. OA D.L.O. HEIGHT 1S.5• MAX. OA SODELITE FRAME WIDTH 14' MAX. OA PANEL WIDTH ®® ®® 6- MAX OA Dd.O. WIDTH MAX OA PANEL 63.125' HEIGHT MAX. OA 81.25' ® DLO. MAX HEIGHT OA 4 A FRAME HEtGIT % 0.75' DESIGN PRESSURE RATING -OWIK OW NX.061110N REDl1161ENT 5 N&M SW DOOR UWT (x, OX XO. OXO) +66 psf -70 pst W/MG AN -WPACT SVEIM 0011ffiE DOOR L10f (XL 070E xW, M=) +57 pst -57 pst IV/do AVN-W XT 547FUIES �.` 0.625' Ngitally signed by Hermes F Noero, P.E kasot:I am approving this document j Iate:2012.05.01 17.51:35 -04W nvt F. ' Prepared tTy: 4 BUILDING DROPS. INC. �.` Phone. 407- 644 -6457 mss Fox: 407 - 644 -2366 g i Z I.:. x n W0 K 9 q i: I 9!�� o ISCAUE: N.T.S. on. err: JWJ der. BY: S. SAFFELL S -2104 -L a 0.75" MIN. EDGE DIST. 1.50" MIN. D'r EMS. CONCRETE/ 0.75• MIN. MASONRY 51 EDGE DIST. BY OTHERS 1.50' ( MOV, 19 I ELIB. SHE 4 DOW STEEL FACE SHEET 2460. 0.020 _ ' 2 81.25" MAX. OA FRAME HEIGHT NOTE 9 1 SM. CONCRETE/ MASONRY TTY OiHE 1 _ ' 1.25" MIK 1.25" 2.50" MIN; A CONCRETE/ EMB. MIN. EDGE DIST. MMASOONNRY �ffiRTICAL CROSS SECTION WITH HIGH DAM THRESHOLD NOTE 6 ON 29 0.250' yi i YY SHE 4 DOW STEEL FACE SHEET 2460. 0.020 11 SHIM SEE DETAIL 7 32 2 FRAME WAD FINGER JWNTED PONDEROSA POLE WOOD 1 ON SHEET 5 32 NOTE 8 ON 16 1 SEE NOTE 6 ON 29 31 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PAVE SHT 4 SEE NOTE 3 Oh 4' x 4' MITT OW IZa (BY 840M SIM SHT. 4 19 X 1' PFH WOOD SCREW TO DOOR) STEEL 1.750" MIN 1.750" YIN. SEE SEE DETAIL 7 PANEL TW PANEL THK. 36 OUTSWM PWO MW FACE THRESHOLD NOTE 3 f SAD TRIM NAIL IWA X 1 FOR MULLION CAP SEE NOTE 2 ON 2 COWRESSIN WEAWWRP FOAM SHT. 4 3$ Dow TOP RAIL EYL 4 DOOR BOTTOM (PAIL STEEL 0.125" MIN. 4 2.50" MIN- CONCRETE/ GLASS THHK. '19TEPoOR VERTICAL CROSS SECTION 80.0' EXIEBI� 80.0" 81.25" AT SIO LIT SASH WOOD MAX MAX. SEE GLAZING MAX. 3116- ITW TAPCON ANCHOR W 1 114' MIN. EMBED. STEEL OA PANEL OA DETAILS, SHEET PA �1 FRAME 7 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cN DE SY JELD -WEN FOAL/ HEIGHT HEIGHT HEIGHT NOT USED I SEE NOTE �O4@ 3 2x WOOD SUB BUG( WOOD 20 1 _ ' 1.25" MIK 1.25" 2.50" MIN; A CONCRETE/ EMB. MIN. EDGE DIST. MMASOONNRY �ffiRTICAL CROSS SECTION WITH HIGH DAM THRESHOLD NOTE 6 ON 29 17 SHE 4 DOW STEEL FACE SHEET 2460. 0.020 STEEL 2 FRAME WAD FINGER JWNTED PONDEROSA POLE WOOD 3 32 NOTE 8 ON 16 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PAVE 9 . 4 4' x 4' MITT OW IZa (BY 840M SIM 6 19 X 1' PFH WOOD SCREW TO DOOR) STEEL 7 SEE SEE DETAIL 7 8 OUTSWM PWO MW FACE THRESHOLD NOTE 3 ON SHEET 5 SAD TRIM NAIL IWA X 1 FOR MULLION CAP ON 4 COWRESSIN WEAWWRP FOAM 31 Dow TOP RAIL EYL 12 DOOR BOTTOM (PAIL STEEL 1.75" 2.50" MIN- CONCRETE/ ANN EDGE D1ST. MASONRY BY OTHERS VERTICAL CROSS SECTION 15 AT SIO LIT SASH WOOD am NM- 1 DOW STEEL FACE SHEET 2460. 0.020 STEEL 2 FRAME WAD FINGER JWNTED PONDEROSA POLE WOOD 3 FRAME MAW JAMB fOVGER JOINTED PONDEROSA PINE)WOOD 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PAVE 5 4' x 4' MITT OW IZa (BY 840M SIM 6 19 X 1' PFH WOOD SCREW TO DOOR) STEEL 7 DOOR EAT CH EYL 8 OUTSWM PWO MW FACE THRESHOLD ALUMWW 9 SAD TRIM NAIL IWA X 1 FOR MULLION CAP 10 COWRESSIN WEAWWRP FOAM 11 Dow TOP RAIL EYL 12 DOOR BOTTOM (PAIL STEEL 1 DOOR HOVGE STILE (FINGER JOINTED PONOEROSA PONE 14 10 x 1 3 4- PFH IVOOD SCREW STEEL 15 % FX FWfr'ER JOINTED PONDEROSA PINE WOOD 16 3116- ITW TAPCON ANCHOR W 1 114' MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cN DE SY JELD -WEN FOAL/ 18 NOT USED 19 2x WOOD SUB BUG( WOOD 20 SHIM 0.25 MAX TH K HIGH DENSITY PLASTIC OR GREATER 21 KEW 400 SERIES KNOB STEEL 22 KOW TIT T 1 2 PLASCREW 001 LITE FRK' STEEL 24 PIN WOW SCREW STEEL 25 pgsx 1 2 PFH WOAD SCREW STEEL 26 PFH WOOD 5OWW WPERIM ASTRAGAL RH DOOR 27 PFH WOOD SCREW STEEL 2$ NAM CAP wow 29 SIIOONE CAULK CR LAWRENCE 33 C sum 30 OOAZONG COMPOUND OSD BY ODL SILICONE 31 BRAD TROT NAIL 16GA. x 314- FOR J/8* QUARTER. ROUND. STEEL 32 3/8- WARIER ROUND SOLTJTE STOP WOW 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCNlAGf KNOB SET 1 STEEL 35 SCHLACE DEAD80L7 IBM thOT SIM STEEL 36 SOEUTE STEEL FACE SHEET 24GOL 0.020 MIN STEEL Sim 37 118- TEMPERED BASS BY PPG GLASS 38 Oa LITE FRAME SC SPARTECH POLYCOM PP5530 =49—,116 POLYPROP. 39 PRESSURE TREATED MLR,UON BAR 3 4 x x 81 1 4 P.T. WOOD 40 AWAAMVUN EXTRUDED AsnwA BY CAI ALUM" 41 ASTRAGAL STRIKE PLATE BY ILIPERIAL STEEL 42 YALE KNOB HERIT SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES HOT SHOWN STEEL 44 SIDELITE FRAME HEAD. SILL AND JAMBS (FWG'ER JOWIED PONDEROSA PAVE) WOOD 45 LITE FRAME BY TRINDY FOR 1 2 1GU. POLYPROP. 4 I 2- INSULATED TEMPERED GLASS SY TRINITY AMPAC CLASS 47 POLYPROP. 48 1 MUTED TEMPERED GLASS BY TR E AMPAC GLASS 49 LITE FRAME SCREW 6 x 1 1 2 LONG PANHEAD BY TRIWM STEEL 50 GLAZING COMPOUND DOW 1199 1 SMONE 51 110 WOOD INSTALLATION SCREW W1 1.50 MIN. EMBEDMENT I STEEL 52 DOOR LATCH STRODE PLATE STEEL DOOR LATCH AD 8011 SIRRE PLATE A Fi EL V. E74WE'MAIM i rave Prepared Shy l�J BUILDWG DROPS. W. Pirorn: 407 -644 -6957 For: 407- 644 -2366 11-4 o: 0 1 : N.T.S. BY: JWJ er: S. SAFFELL N6 NO.: S -2104 _L O SEE NOTE 4 ON SHT. 4 a • a • a a s 4 se 0.75' 4 EDGE L ° • 4 a CONCRETE/ MASONRY BY OTHERS INACTIVE SEE NOTE 1 ON SHY. 4 2 15 1 7 40 I 7 YI Y15 TIVE 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHT. 4 1.750' MIN. PANEL THK. O •' MASONRY I • .Z " •tom • BY OTHERS / s 1 1 10 0.75` MIN. SEE DETAIL 5 •° EDGE DIST. ON SHEET 5 +" a HORIZONTAL CROSS SECTION Q�t HtNF JA0 TO U KGK 0.250` MAX. SHIM ,50' UW EMBED. 40 ASTRAGAL THROW BOLTS (2) TOTAL; (I EACH) EXIEBiQ@ r 0.31' ON x 9.0' I.G. AT TOP & BOTTOM I 1.750 MIN PANEL THK lN�Q$ SEE NOTE 4 SEE DETAIL ON SHE 4 24 1 ON THIS 10 1 17 SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASl A AL m " Illlll''��L�IIIII F*40 it NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR CLAR�p1111/I ����.FS F. Ate I rert Premed By: l=J B01LDW0 DROPS. INC. Phom. 407 -644 -6957 Fm: 407 - 644 -2366 I o: 0 9 -11 -01 N.T.S. BY'. JWJ on S. SAFFELL NG No.: S -2104 -�L of Ed7EHLQB 1 u2l.1.lvl�il \\ 51 10 1 1 SEE DETAIL 5 ON SHEET 5 0.250' MAX SHIM HORIZONTAL CROSS SECTION CH JAMB PO UCF� K — INACTIVE SEE NOTE 1 ON SHY. 4 2 15 1 7 40 I 7 YI Y15 TIVE 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHT. 4 1.750' MIN. PANEL THK. O •' MASONRY I • .Z " •tom • BY OTHERS / s 1 1 10 0.75` MIN. SEE DETAIL 5 •° EDGE DIST. ON SHEET 5 +" a HORIZONTAL CROSS SECTION Q�t HtNF JA0 TO U KGK 0.250` MAX. SHIM ,50' UW EMBED. 40 ASTRAGAL THROW BOLTS (2) TOTAL; (I EACH) EXIEBiQ@ r 0.31' ON x 9.0' I.G. AT TOP & BOTTOM I 1.750 MIN PANEL THK lN�Q$ SEE NOTE 4 SEE DETAIL ON SHE 4 24 1 ON THIS 10 1 17 SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASl A AL m " Illlll''��L�IIIII F*40 it NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR CLAR�p1111/I ����.FS F. Ate I rert Premed By: l=J B01LDW0 DROPS. INC. Phom. 407 -644 -6957 Fm: 407 - 644 -2366 I o: 0 9 -11 -01 N.T.S. BY'. JWJ on S. SAFFELL NG No.: S -2104 -�L of SEE NOTE ON SHT. SEE NOTE ON SHE SEE GLAZING DETAILS. MEET 7 SEE NOTE ON SHT. 0.750' - 7 1 15 214 34 F.Z.IE6LQ8 \ INTERfOR TO 25 SEE NOTE 5 1 1 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 �LHORIZONTAL CROSS SECTION �� SID LIIE TO LATH JAMB NOTES: CONCRETE/ 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS FBObI THE TOP DOWN & THE BOTTOM UP: 1.0' *A" 4.0 ". 5.5 ". 13.0' 18.0' & 26.0' BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 112' PLASCRLW IS AS FOLLOWS. TOP &BOTTOM. HORIZONTALLY. SIDEUTE PANEL• 10" IN FROM EACH CORNER. ON TH ES RUCA LY FOR THE 0= PANELS, 3.0' 110-, 26.0' 39.0' 52.0' & 63.07 ' 3. SPACING FOR ITEM 131 THE 16GA x 314" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8' QUARTER ROUND; 1.25' IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 318' QUARTER ROUND & MULLION CAP) 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STROKE PLATE TO THE JAMB AND SUCK USE REM 125, A 18 x 2 112' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR REM 125 THE 18 x 2 112" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS. &0- FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELRE PANEL IN SECURED INTO THE SIDEUTE JAMB W/ REM 129 SILICONE CAULK ON THREE SIDES AND 318' QUARTER ROUNDS SECURED WITH REM 131 BRAD TRIM NAILS x 314" LONG. 0.75' 7 WHEN ATTACHING THE HINGE TO THE JAMB AND SUCK USE REM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 314" PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 112" PANHEAD SCREW (TRINITY LREFRAME) IS AS FOLLOWS. SIDELITE LREFRAME FROM THE TOP DOWN VERTICALLY, 3.25. 1&0625 ", 32.8125' 475625' & 62.625' SIDEUTE LREFRAME TOP & BOTTOM FROM THE LEFT, ONE (1) SCREW AT 4.4375' 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. 1.750" MIN. EXfERfOR r PANEL THK. SEE NOTE 5 25 ON SHE 4 SEE DETAIL 5 ON SHEET 5 a) HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMIT NOTE 3 SHT. 4 �9 e a n \\ SEE NOTE 2 2 \ l ON SHT. 4 29 SEE NOTE 6 ON SHT. 4 e SEE DETAIL 5 F,,` ON SHEET 5 J0.250' MAX. SHIM �_ Ji3 NOTE 7 SHE 4 SE ON E NOTE 4 2 29 ON SEE NOTE SAIL. 46 0.750" SEE GLAZING DETAILS, SHEET 7 SEE GLAZING 4AMOXINTERIOR ETAI15, SHEET 7 XTERIOR 0.12 GLASS THK. HORIZONTAL CROSS SECTOOI ,jT,,qW LITE TO SUCK :S F. At""". PreWed Br: 10 BUILDING DROPS. INC. Plxme: 407 -644 -6957 Fox: 407- 644 -2366 l cs To 19-, i io x o� .. O W ti I_ Udt S Br: JWJ Br: S. SAFF xt No, S -2104 4 � E u SEE DETAIL 4 ON THIS SHT. �2 SEE NOTE 7 SHEET 4 DETAIL 3 - ® THRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TOO JAAMB & DOOR 81.25' MAX. OA FRAME MAX. OA FRAME 4.50' TYP. 9.00" TIP. 3.00' 6.58" 6.00' TYP. 3.00* f 00' TIP. 6 . 5 SPACES ® t3.85 SEE DETAIL 6 rON THIS SHT. J 3.00' .00" TYP. 3.00* 7.00" TYP. � I s1 I TYP. — SEE NOTE 5 — SEE NOTE t0 ON SHEET 4 Sl ON SHEET 4 25 TYP. ^s _o 16 10iFF DETAIL F �lJN1ERSINK FOR INSTALLATION ANCHORS � LL— TYP. t ZI — DETAIL 5 DETAIL 6 STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB SEE DETAIL 4 ON THIS SHT. . y. . ... g! 7� .s l � J � iW IR Pod I 'I 16 5125,\ SEE NOTE t0 ON SHEET 4 — ^s _o 10iFF DETAIL F �lJN1ERSINK FOR INSTALLATION ANCHORS � s� ^ W ° s� 4 * . 7 .. •i * Prepored BY ///�� SCAU: N.i.S. Dee. ev: Jwi aac. ev: S. SAFFELL p �� .� tv �. o i.�o• ����� U` BOIL m OROPS. INC. Pfwm. 407- 644 -6957 DROMW NO.: S-2104 SHM -L or 8 1D�295" Far: 407 - 644 -1366 MAX. OA FRAME MAX. OA FRAME SEE NAIL 2 ON SHEET 5 4.50' TYP. 16.41° TYP. 3.00' 00' TYP. 13.41' TYP. 1 3.00• �' TYP. 6.00' IYP. _L TYR 00' .00• TYR 6 TYP. 5 SPACES ! 13.85' SEE DETAIL 4 ON SHEET 5 6 TYP. R SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCAflONS VIEWED FROM INTERIOR D F. SEE DETAIL 4 ON SHEET 5 Prepared Br I BUILDMO DROPS, INC. Phone. 407- 644 -6957 Fox: 407 -644 -2366 of go L i io x h 9 -11 -01 N.T.S. er: JNJ ar: S. SAFFELL gx No.: S -2104 6 or -�L 11 1 III III I I It 51 51 T1P. TYR SEE NOTE 5 25 ON SHEET 4 — SEE DETAIL 5 ON SHEET 5 f 1 _ 5.50'1 25 I z II 36.625' 16 TYP. I Vt 1 I 1 I 1 11 SEE DETAIL 4 ON SHEET 5 6 TYP. R SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCAflONS VIEWED FROM INTERIOR D F. SEE DETAIL 4 ON SHEET 5 Prepared Br I BUILDMO DROPS, INC. Phone. 407- 644 -6957 Fox: 407 -644 -2366 of go L i io x h 9 -11 -01 N.T.S. er: JNJ ar: S. SAFFELL gx No.: S -2104 6 or -�L EXTERIOR 0.125" MIN. TEMP. GLASS ^m CS INTERIOR 0.50" GLASS 4 BITE 1 29 50 29 4 50 38 2 SEE NOTE 2 ON SHT. 4 w ro EXTERIOR 0.500' MIN. ;o G1A2ING DETAIL 1 GLASS THK. 0.125' TEMP. 0.250' AIR x ODL WE FRAME SINGLE PANE o "�! 1/8' TEMPERED GLASS GLASS F SPACE tr- SPARTECH 8 POLYCOM38 530 C13 $ r .25' x .50' 0.125' TEMP. 0.50 INTERCEPT GLASS INTERIOR GLASS STEEL SPACER mb 50 BITE 1 29 29 48 50 45 49 SEE � 48 EXTERIOR 0.125' TEMP. GLAZING DETAIL o GLASS TRINITY LITE FRAME 112* INSULATED TEMPERED GLASS 1.000 MIN. LUPOY EU -5007 j GLASS THK. 0.750' AIR SPACE 45 Q� y .75' x .50" INTE T 0.125' TEMP. N4IE INTERIOR STEEL SPACER GLASS GLAZING CONFIGURATIONS SIIALL COMPLY WITH SAFETY 0.50" GLASS GLAZING REQUIREMENTS OUTLINED `' ^o "ct 8,8 IN FLC SECTION 2406. 50 47 49 ON SNOTE 8 `, p11 F. j � c � �` $ F. I�� �, n o .,,coma �IN i . ;3 �J�Zki�,.•' ., .p 0i� DW: 9 -11 -01 TRINITY LITE FRAME T • O ' Prepared 8y WALE: N.T.S. 1' INSULATED TEMPERED GLASS - * . * Q DIM BY.. JWJ LUPOY EU -5007 er: S. SAFFELL i��0 v..i. ^a• •• �� �� BULL m DROPS. W. S -2104 Plan: 407- 644 -6957 renc RA�»aae _ Fm: 407- 644 -2366 ww 7 ar 8 r. 1.670" -I 1.670• 1.000' 0 DOOR BOTTOM RAfL 12 24G4 (0.0217 STEEL DOOR HINGE STILE 13 FINGER JOINTED PONDEROSA PINE WOOD j- 1.670" � 1.670• � 4.5625` 1.000' 1.042• t 2 j //� j/ / /// 0.750• 0.500• Oj DQOR LATCH STILf 11 P 2 3 wow V1MB� LVL 4 44 PONDEROSA JOINTED ROSA PINE -1 1 0.513' 1.645' 0.529' 831. 0.380' � i 0.500' 1.544' I� II r 0.140" L 1.750' I 0.530' F- 2.521' CORNER BLOCK FOR � - STE� EL - B-OT-TO- M R-N 5 10 SOMGL OWN Ea DiHDES R S650 IP @=A-PM0LYMPR0lPMLM ItOF x 10• LONG TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER N0A 7- 0828.01 71,1 1.250` 1.109" 0.482' 0.868' ® 0.585' 0.624" O O 1.750' 2 1.736'0.675 ASTRAGAL HAS TWO 0.3125' 2.137'I.01? UL x 9` LONG BOLTS; I ON TOP. 1 ON BOTTOM ® I O i -:4 1.025' , I L 1.381 • P 2 LATCH 0 X8r x ALNLN O(MPERL 0.125' STEEL) STEEL @ ' PIA STEEL 11.875` DIA VARIES WITH MOW USED WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE -I'-- 0.125' 1.544" 1 F-- 1.750" r 2.519' riL" LG. R LYP UTE FRAME % &-'S ODL LITE FRAME POLYPROP. POLYPROP. TRINITY PLASTIC LITE KIT MATE ODL PLASTIC UlE KIT MATERIAL APPROVED UNDER AIOA X07- 0828.01 APPROVED UNDER NOA J10- 1209.01 ® 0.375" 0.375 - --{ �--1 32 3/8" OLIARTER ROUND SIDELITE STOP PINE 2.040` 0 0 --j 1.375" f-- L 0 0 ® 0.097- �F^ 1� -- 4.000' MULLION CAP IAGER STEEL BUTT HINGE 28 PINE (81.25' LONG) @4'x 4'x 0.097' THK. STEEL lo u� a •.;�•, 1.000* 0.582• F--- 4.041' --. f - BY - Prepaed By. '• '• 8=96 Y • ��.� m ' DROPS. INC. Pion: 407- 644 -6957 WE q, .-- - -- ��xme Fm: 407 - 644 -1366 a�m � N.T.S. ay: JWJ Br: S. SAFFEI me No.. S -2104 8 OF 8 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors Certification No.: NX01.1082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamatb Falls, OR 97601 Expiration Date: 08131/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or ,#v /o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertirication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing Glazed Design Water Missile Test Report Number or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments lost) X Single aque 3'2" x 6110" +66/-70 10.0 psf Yes CTLA -696W Max Panel Size: 310" x 6'8" 10.0 psf Installation Details: S -2104 1$ OX/XU Opaque 4'5" x 6110" +66/ -70 Door -Yes CTLA -696W Single w/Sidelite - Glazed Sidelite -No Max Panel Size: 310" x 618" JO/SD Sidelite DI,O: 6" x 513" (1/8" Tempered Glass) OXO paque 5110" x 6110" +66/ -70 10.0 psf Door -Yes Installation Details: S -2104 1$ CTLA -696w Single w/Sidelites - Glazed Sidelites -No Max Panel Size: 3'011 x 6'8" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) XX Opaque 6'3" x 6'10" +571 -57 8.55 psf Doors -Yes installation Details: S -2104 1$ CTLA -696W Double Max Panel Size: 3'0" x 6'8" OXXO O/S Doors- Opaque 8111" x 6'10" +57/ -57 8.55 psf Door -Yes Installation Details: S -2104 1-8 CTLA -696W Double w/Sidelites Sidelites- Glazed Sidelites -No Max Panel Size: 3'011 x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Class) T-, -• Installation Details: S.2104 1.8 _ _` Y ational Accreditation &Management Institute, Lic./4794 George Washington Memorial HigliwaylHayes, Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: JOB NAME: RESIDENCE 162 NW 102ND ST MIAMI SHORES . Fl, AUG 0 8 1 E� R)Sl t - lff)n Miami Shores ViNa,:79 APPTIOV70 BY D-A-77- DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGUI-ATlnNS (EGRESS) O BEDROOM LEFT CL O BA TH (EGRESS) TA 44' -8" 0 � DINING KTTCBEN O ORIGHT LIVING r--� CL ^� r GARAGE � CL OB C NOT PART OF cn THIS PERMIT (VENTILATION) B A O BEDROOM B A FRONT NOTE: MEAN ROOF HEIGHT: 13'- 0" ROOF TYPE: 3:12 GROUND FLOOR NOT PART OF THIS PERMIT DATE: 07/19/13 SCALE: 3/16"= P DWG. BY: M.R.Z. JOB # 07 -2013 g .._ 1 of 5 ^ U � U OZ o DATE: 07/19/13 SCALE: 3/16"= P DWG. BY: M.R.Z. JOB # 07 -2013 g .._ 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. . NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4. ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. FRONT ELEVATION NOT PART OF THIS PERMIT "A" 36 -3/4" X 50-1/2" (XO) "B" 110 -3/4" X 50 -3/S" (XOX)(I /4- 1/2 -1 /4- CONFIGURATION) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. " HR 710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.OA.:11- 1114.04 N.OA.:11- 1114.04 ZONE 4: +47.1 -51.1 ZONE 4: +47.1 -51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE. 1/8" ANN. GLASS EXTERIOR LITE: I18" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE 090 DUPONT BUTACITE OR SAFI.EX KEEPSAFE MAXIMUM D TERLAYEP- MAXIMUM INTERLAYER INTERIOR LITE: 1/S" ANN. GLASS INTERIOR LITE: 1/8" ANN. GLASS "C" 37-1/2"X 81 -1/2 "(NOMINAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.OA.: 12- 0516.02 ZONE 4: +453 -493 GLAZING: 3/S" LAMINATED IMPACT RESISTANT GLASS EXTERIOR L1TR 1/8" ANN. GLASS .090 DUPONT BUTACrM PVB OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3116" H.S. GLASS ,i DATE: 07/19/13 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 07 -2013 2 of 5 W V � 0 U O E U 0 � DATE: 07/19/13 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 07 -2013 2 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTIIFR OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMINGXM.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. REFER TO -/ NOT PART OF ELEVATION B-B THIS PERMIT FOR DETAKS. (VENTILATION) RIGHT "F" 36 -3/4" X 38-11" (XO) " HR 710" ALUMINUM HORIZONTAL SLIDING WINDOW L.M.I. N.O.A.:11- 1114.04 ZONE 5: +47.1 -63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE:1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS 0 o "3'r ELEVATION "E" 32 -1/2" X 814W(NOMINAL) FD-101 OUTSWING FRENCH DOOR RIAPACT N.O.A.:12- 0516.02 ZONE 4: +453 -493 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE: U8" ANN. GLASS 090 DUPONT BUTACTTE PVB OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3416" H.S. GLASS DATE: 07/19/13 SCALE: 3/16'= I' DWO. BY: M.R.Z. JOB #: 07 -2013 3 of 5 �i O O A4 " H a g o a ca o DATE: 07/19/13 SCALE: 3/16'= I' DWO. BY: M.R.Z. JOB #: 07 -2013 3 of 5 I NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. "A" 36 -3/4" X 50- VT (XO) " HR 710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.OA.:11- 1114.04 ZONE 4: +47.1 -51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" ANN. GLASS 090 DUPONT BUTACUE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE. IB" ANN. GLASS "G" 33 -1/2" X 82- 1 /4 "(NOM[NAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.OA.:12- 0516.02 ZONE 4: +453 -493 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8" ANN. GLASS .090 DUPONT BUTACITE PVB OR SAI.7" KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE. 3116" H.S. GLASS 6 "I" OVERALL FRAME SIZE: 37 -3/4" X 81 -1/4" JELDWEN WOOD -EDGE STEEL SINGLE OUTSWING DOOR-L.MI STATE OF FLORIDA N.OA.: FL -15558 ZONE 4: +453 -493 "H" 111" X 62 -3/4" (XOX)(1/4- 1/2 -1/4- CONFIGURATION) " HR 710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.OA.:11- 1114.04 ZONE 4:+47.1-51.1 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE- 3116" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYEIL INTERIOR LITE: 3116" ANN. GLASS DATE: 07/19/13 SCALE: 3/16"= V DWG. BY: M.R.Z. JOB #: 07 -2013 4 of 5 DF O ��i •i'Y44N9t�vl F,(, O a DATE: 07/19/13 SCALE: 3/16"= V DWG. BY: M.R.Z. JOB #: 07 -2013 4 of 5 U O u O a �a DATE: 07/19/13 SCALE: 3/16"= V DWG. BY: M.R.Z. JOB #: 07 -2013 4 of 5 " ELEVATION B -B NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. BUILDING CONTINUES BUILDING -No. CONTINUES 4 "A" 36 -3/4" X 50 -10 (XO) " HR 710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.:11- 1114.04 ZONE 4:+47.1-51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR L1TE:1 /8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: IT ANN. GLASS M 5 J O (EGRESS) �f O LLL Z-1 A -A "D" 33 -1/2" X 79-3/4 "(NOMINAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.OA.: 12-0516.02 ZONE 4: +453 -493 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS 090 DUPONT BUTACITE PVB OR SAFLEX/ KEEPSAFE MAXIMUM INTERIAYER. INTERIOR LITE: 3116" H.S. GLASS (D (EGRESS) LEFT ELEVATION "J" 36-3/4'X50-11r(X) SERIES CA- 740 ALUMINUM CASEMENT WINDOW- L.M.I. N.OA.:12- 1218.09 ZONE 4: +47.1 -51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS 090 DUPONT BUTACITE PVB 1NTERLAYER INTERIOR LITE: 1/8"ANN. GLASS 5' -3" "K" 18-7/8'X38-1/r(X) SERIES CA 740 ALUMINUM CASEMENT WINDOW- L.M.I. N.OA.: 12- 1218.09 ZONE 4: +47.1 -51.1 GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8"ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE:1 /8" ANN. GLASS fzi O U F O DATE: 07/19/13 SCALE: 3/16"= P a ,.c F DATE: 07/19/13 SCALE: 3/16"= P S vii ,.c F DWG. BY: M.RZ. W, ' JOB # 07 -2013 5 of 5