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WS-15-613Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233727 Permit Number: WS -3-15-613 Scheduled Inspection Date: May 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HOLMES, RICHARD Work Classification: Door Replacement Job Address: 160 NW 99 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010240030 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137 comments REPLACING 3 DOORS WITH IMPACT INSPECTOR COMMENTS False Inspector Comments Passed— CREATED AS REINSPECTION FOR INSP-230641. Front and side doors do N�0! not meet minimum edge distance Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid May 12, 2015 For Inspections please call: (305)762-4949 Page 16 of 30 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 160 NW 99 Street 1131010240030 RICHARD HOLMES Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell RICHARD HOLMES 160 NW 99 Street MIAMI SHORES FL 33150-1743 Contractor(s) Phone Cell Phone THE HOME DEPOT AT HOME SERVIC 954-979-2137 e of Work: REPLACING 3 DOORS WITH IMPACT of Openings: 3 litional Info: ssification: Residential inning: 4 Fees Due Amount CCF $5.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.80 Permit Fee $130.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $160.40 Valuation: $ 8,219.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-54860 03/19/2015 Check #: 10955 $ 50.00 $ 110.40 04/06/2015 Check #: 10987 $ 110.40 $ 0.00 Available Inspections: Inspection Type: Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Futhermore, I authorize the above-named contractor to do the work stated. April 06, 2015 Owner / Applicant / Contractor / Agent Building Department Copy April 06, 2015 1 L.M BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village 4 MAR 19 2015 Building Department w 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2016 Master Permit Now_ S I �E- _Sz Sub Permit No ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS M CHANGE OF F-1 CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: 1 (,p® i3 Lo el q-�) ", I DRAWINGS City: Miami Shores County: Miami Dade Zip: 331 S`0Folio/Parcel#: 4—,3(0(-04q—D030 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): R 1 cm Z I )Tu -y► C 5 Phone#: Address: 16 o i) u� '19 ST City ")I"% S 1(Vf2<> State: __ %Go3315-b3315-b1iZip: 331 Tenant/Lessee Name: — !1 Phone#: Email: _ - �� q CONTRACTOR: Company Name: t 1 iY� (I rYY) _- _ Phone#: '`�`1 32 6 -0 F 1 Address:b ®ifs �Ir11 k — City: �TLR'f"1riptState Zip: V Qualifier Name: (z (2) A'L_. Phone#: - ' State Certification or Registration #: �� ` j 1�"' �� Certificate of Competency #• DESIGNER: Architect/Engineer: • • Phone#: - Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: I Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/1104ace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ ]3 0 ° Q CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ I Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. or The foregoing instrument was acknowledged before me this T day of '!A 0 .20 I f" . by ZIG U it M-6 He P ems. 4 . who is personally known to me or who has produced 15 L-'- ® L' as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this j dwv of e�cr✓1 uPtyL:j - 20_ (5- by �nrho is personally kn n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: TL Sign: Print: M " Y11 Seal: as swwaa�o+�s�s�e�+��x��r+r+aa�as�x�ffi�+xa<�x�ww�x� wa+sa�as�a�a�x+r*�ex�+x+x+xa�+a�'+�r,xse�s+x+ass+x*ffia�sswe��+s+s�*a�aw+�see�a��aw+�ew+xa�sx��a��asex�sssv APPROVED BY �°� U Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Job # -. 8 6014 -7 Customer; Q �� WINDOWS DIAGRAM SHEET , Consultant: : :: :: � : -•- :: : : : : : : : SYMBOL . . . . . . . . ... I�lld17 1 S.f�rrss VAN" .s; S1;16:JEPIT ID =f NIVI-C l`iCU: IkM' ALA FEDERAL: . ' STATEAML.i2:Gt.1,tv't'(:<LSMDAEGUL:A-Po�"s . . 4 .,•. • ---w. W. 0..... . : : : : : : : : : : : : : : : : : : : : : ••. �i•of �•� .• :• • FRONT Note: 1) Indicate 1st, 2nd, etc Floor of house at top of template; 2) create outline of house and indic* a# win fows,:doors, and roams; 3) number the windows to be replaced with corresponding number from Spec Sheet . ..... . .. . . •• •• . • . •• .. window Diagram Sheet 6 Rooth Name Door 11119/2012 JOB# 8009679 THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET Name holmes Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN 1 4 12-0516.02 GD 1 75.00 75.00 40.10 43.40 36 80 NIA NO 2 4 12-0516.02 GD 75.00 75.00 40.10 43.40 32 80 N/A NO 3 4 14-0123.10 PD 1 60.00 60.00 40.10 43.40 191 81 N/A NO a SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. . .... . .. . . . . . . ... . . •• • • •• • • • • • • • see ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 OF 1 FLORIDA BUILDING CODE 2010 -ASCE/SEI 7-10 -WIND LOAD TABLES -170,176 mph -Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D Nil WiND PRESSURES IN PSF •-rn uou vCi eirrrY - EXPOSURE C WIND PRESSURES IN PSF 173 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative z4 & z5 - z4 I z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 16-20 36.7 39.0 39.7 48.9 42.2 519 40.1 43.4 53.6 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 51-60 47.2 491 51.2 63.0 53.2 65.4 51.6 156,0 69.1 53.6 2 71.8 LOCATION MWPLE 56.6 MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELt7CITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees DAVIE- Positive Negative Positive Negative EqnalltP-A01-corn z4 & z5 - z4 I z5 z4 & z5 z4 - z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3. 63.1 51.7 56.1 69.3 40 49.8 54.0 66.4 54.4 59.0 72.8 50 51.8 56.1 69.0 56.6 61.3 75.7 r21-30 60 53.4 57.8 71.2 58.4 63.3 78.2 TION PLE BRDWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: 1 -THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR M d�N AND C DMNG /HURRICANE rTH R�D01NS W DOORSi APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY iTH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBUCATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. spaced obstruction having.the size of single family dwellings. 4• EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely (m B prevails in the upwind direction for a distance greater For building <= 30ft exposure B praralis in the upwind direction for a distance FB ler than 1500 E For building 30�ft� ted in Exposure B than 2600 ft or 20 times the building height, wichever is greater. Based an the FBG HVHZ, use Exposure C will apply when exposure D 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Expasure and B do not apply.direction for a distance greater than 5W0 ft or 20 times the building 6- EXPOSURE D (Section 26.7.3) - Flat unobstructed areas and water surfaces prevails in the upwind height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be Impact resistant glazing ar protected with an impact resistant covering. 6- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH s 9- TOPOGRAPHIC FACTOR Kzt=1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd =.85 (Wind Oirectlonallty Factor) 11=TRIBUTARY AREA: 10 SOF 12- EDGE STRIP (a): The smaller of 10% ofitya least horizontal dimension or 40% of the Mean roof height, but not less Phan the larger cf 4°!° of the least horizontal cm or 3R WiND PRESSURES IN PSF 475 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees DAVIE- Positive Negative Positive Negative EqnalltP-A01-corn z4 & z5 z4 z5 z4 & z5 z4. z5 0715 44.5 482 59.3 48.6 52.8 65.1 •16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.b 62.5 77.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY' � error\h �8\L`�Y�a�_• • • • • • •J``d� • • • •• •• ••• •• • • • •• a<=BWx0.1 ora<=hx0.4 QW less or equal than BL • av feet ar avo. Y•BW i • • i i • • • • • • • • ••• • • • ••• • • EN6CO3xne. Engineering Services - CA 8116 5595 OVOrive 201 DAVIE- ORIDA33314 Td: (954) 304 EqnalltP-A01-corn JAN 19 2015 PEDRO DE FIGUEiREDO PE52609 NOT VALID W/OUT SEAL 3/6/20 L2 MI® �E MIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-7599 NOTICE OF ACCEPTANCE (NOA) .v.-v.miamidadeeov/development/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: • • '••••' Goes•• This NOA is being issued under the applicable rules and regulations governing'1$e ase of c¢t►3ltuction •, materials. The documentation submitted has been reviewed and accepted by Migi"-Pilde Cdddt� PERAs • • • • • Product Control Section to be used in Miami -Dade County and other areas where'dMd by the Authority....: .... Having Jurisdiction (AHJ). GG•• • • This NOA shall not be valid after the expiration date stated below. The Mia> ��le Coupn.Produc00000 • Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mid-QAde Coup) =eservg . . e •. the right to have this product or material tested for quality assurance purposes. 14INs }product of material • • fails to perform in the accepted manner, the manufacturer will incur the expense of suc*h %Stinftand the AHJ..•: e may immediately revoke, modify, or suspend the use of such product or materiaic witkin their jurAsdictioni • PERA reserves the right to revoke this acceptance, if it is determined by Mian1YLDd1de Ccumtyel+roduct • • s • 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 Series "FD -101" Outswing Aluminum French Door w/ wo Sidelites - Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade IMPACT RATING: Large and Small Missile Impact model/series, noted herein. s name or logo, city, state, 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 revises and renews NOA No. 11-1013.22 and consists of this page 1 and 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. MlAMF E cou .y NOA No. 12-051 . Expiration Date: October 18, 2017 I31Approval Date: August 30, 2012 1021) 1*4 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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 sealed by Lynn Miller, P. E. 9660 B. TESTS• . . 9999 9999.. 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perFBC, TAI 2112 94 •. 2) Large Missile Impact Test per FBC, TAS 2V1•-04 "" • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TV �P3-94 0 0 6 6 • • • • along with marked up drawings and installation diagram dl: m iklumib m Artswiag... French Door with Sidelites, prepared by Fenestration Testing- f aboratog,• lite., Tmt:6 •' Report No. FTL-6864, dated 04/02/12, signed and sealed by-Mattin D. Beit soh, P. E! • • • 2. Test reports on: 1) Aar Infiltration Test, per FBC, TAS 202-94 * *: *: ' 2) Uniform Static Air Pressure Test, Loading per ktC. T49-242-94 ; 0 a * 0 3) Water Resistance Test, per FBC, TAS 202'94' : 0999 4) Large Missile Impact Test per FBC, TAS 201-94 6 • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F17L-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-062910) 2. 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 ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vaneeva clear and color interlaye&' dated 05/05/11, expiring on 05/21/16. Jaime D. Gascon, PA. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. • • • • 3. Laboratory compliance letter for Test Report No. FT"864, i d by Vdtftstrati6fi• • ; • Testing Laboratory, Inc. dated 04/02/12, signed and sealed byMarli'n D. BrViidn, P. E 96*66 4. Proposal issued by Product Control, dated 02/15/12, signed by JAW D. da•sgon, P. 4. 5. Laboratory compliance letter for Test Report No. FTL-5212,. issued by Tonestrati6ft"' • Testing Laboratory, Inc, dated 05/05/07, signed and sealed by F,ur1os S. Zona, P. Fr. •: • - (Submitied under previous NDA No. 07-0629.10) *Go:**69099 .. .. .. . 0000.• G. OTHERS • • • • • 0000•• 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, fos'fh'e'ir Series "FD -101 Outswing Aluminum French Door w/ wo Sidelines—GL.Mj-.",0.approved.• • • on 11/23/11 and expiring on 10/18/12. •' c Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E--3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE 1. GLAZING OPTIONS: A 3/8" LAMI NOM. (.402°) CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. B-&8' LAMI NOM. (.402'} CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. ti C. 7/18° LAMI NOM: (.465") CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465') CONSISTING OF (1) LITE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 0 E. 13/16° LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS, 1/4' AIRSPACE, (1) LITE OF 1180 HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 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: X. O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 331/3STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, 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. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL-4984, 5212 & 6864; ELCO ULTRACON NO& 11.0406.01,12-0126.09; ANSUAF&PA NDS -2005 FOR FOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. ° S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ........... 6 PARTS LIST ...................... 6 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-10 HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: GLASS ABBREVIATIONS A THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. AN. = ANNEALED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM HS. = HEAT -STRENGTHENED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE 17M 22 REINFORCEMENT. TP. = TEMPERED EXTERIOR a .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) BITE 318" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 BITE 3/16" AN. OR HS. GLASS _ 3/18" HS. .096PVBINTERLAYER GLASS (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 7/18" NOM. GLASS STACK 7/18" LAMI NOM. GLAZING OPTION COR D, NOTE 1 0 RENEWED . i,46io Fwids Q 04 (13 H W W � Q O g� z o 0 m OD Qz C-4 LLZ �N CO) 2 13 °z U w r d r _O LL O _O 74 90 Eri L_ lNV- 13ie 1/2" GLASS BITE EXTERIOR Cj 94 6�a� 1/4"AIRSPACE 3118° HS. • • o1"• OAS • • • • GLASS • • • i • • i i •1/8" HS. GLASS ``\`� ' .090 P\e INTERLWER • • • � N/a�, 13/18° NOM. S: ,8 O Q• a GLASS= :co 5 % 1. W a: • • s • • • ST9CK • + : d < je.* ••• i • •••1i/18" LAmiId I0M. ='yon z � •.: QWN P I , NOTE 1 '%y�'* .....�oF� d . . . . . . . . . . • .. .. . . . .. .. TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X XX, 0, OX XO, OXO, XXO, 0)0 (& 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 WIDTH XX WIDTH 68 - 79 314" 7° - 83 314" HEIGHT 87 314"1 913/4.1 80- 95 314" 371 6° 71 314" +75.0 -75.0 +75.01-75.2L+75.01-75.01+75.01-75.01+75.01-75.0 +47.41-47.4 271/2" 513/4!' +54.9 -54.9 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 29112" 27 3/4" +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0 +41.6 -41.6 26 31142 50 59 314" +49.0 -49.0 +75.0 -75.0 +39.3 -39.3 361/8" +75.01-75.01+75.01-75.0]+71-.41-71.41+67.61-67.6 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 35112" +64.2 -64.2 -38.1 +38.1 -38.1 +37.5 -37.5 363/4" +75.01-75.01+74.91-74.91+70.41-70.41+66.61-66.6 60 71 3/W' +34.0 -34.01 +34.01-34.0 +34.0 -34.0 +34.0 -34,01+34.01-34.01 C) +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.01+75.01 -75.01+75.01 -75.01+75.01 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/ SIDE LITES ONLY A. 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 X WIDTH XX WIDTH 6-7931W' 7° - 63 3/4" 87 3/4" 913/4!' 8° - 95 314" 2° 25112" 40 47 314" +58.6 -58.6 +55.41-55.4 +52.4 -52.4 +49.8 49.8 +47.41-47.4 271/2" 513/4!' +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29112" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31142 50 59 314" +49.0 -49.0 +46.2 -46.2 +43.6 -43,61+41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 314" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35112" 67 314" +38.1 -38.1+38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 112" 60 71 3/W' +34.0 -34.01 +34.01-34.0 +34.0 -34.0 +34.0 -34,01+34.01-34.01 C) SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C. D OR E ad 10 3/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 314" +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 213/411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.91+47.2 47.2 +44.71-447 +42.61-42.6 361/8" +35.2 -35.2 +35.2 -35.21+35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 +34.0 -34.0 +34.0 -34.0 +34,01-34.0 +34.0 -34.0 NOTES; 1. GLASS VPES: A. 3/8" I (1/8° A, .090 PVB, 3/18° HS) B. 318" I (1/8' HS, .090 PVB, 3/18° HS) C. 7/1 ' LAM(3/18° A, .090 PVB, 3118" HS) D. I 7/18' LAM{3/16° HS, .090 PVB, 3110° HS) /%E.1311 LAMI IG (3116° TP, 1/4' AIRSPACE, 1/8' HS, .090 PVB, 3/16° HS) 2. COMBI ED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. X/XO WIDTH = 73.1/2" MAX. XO WIDTH =1091/2° MAX. O/OXX WIDTH =107 314' MAX. XXO WIDTH =143 3/4' 3. SINGLE, DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8' WIDE 9R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. N�RROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMS OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A OM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29' SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x 85' HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70A PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30°WIDE x 873/4" HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE _ +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80' HIGH DOUBLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E*%SFjFj€S 590E REIWIFOIjFEVEN-6 • DETAIL. • • • • i • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• g..a..;:: • • as do 12tl�1b.02 Y r .o2Q'a 0 o a 4e: z � O yam. J a ......... : d iii J W W D C) ad U. � O 10 N 0LU U o a a z a LL dN dao DAa gc CL o 0\1w I I v/ j��'' .o2Q'a iin j N 4e: z � .� Z_W0` yam. J a ......... : d 731/2" MAX. i6 _ 3 MAX. �� c 371/2" �AMAX 95 4" 49 MAX. 38 3/4" - -1091/2" MAX. 36 314" — MAX ��-+ SEE NOTE 3 ►I+- MAX JE� ILViL- /EE� • • • • • 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 1E i 0 SEE NOTE 4 --- OXO ---SEE NOTE 4 —143 314° MA -- 38 314" 38 3/4° X. — MAX —ter --SEE NOTE 3 --�'— MAX XX B O 41 • • • • • • • • • 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. Q 41 • • • • • • • • #00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • JAC -� • RYF • • • • • • • • •• •• Er 1 • •• 111A • JE • 0 • • co •tl LL O 0 SEE NOTE 4 OXXO 41 --SEE NOTE 4 71 314° MAX. 36 314° MAX. D 9/18° MAX 33 5/8" MAX. DLO (TYP) B _DLO SYP.) G 49 41 G 95 3/4" MAX 103 P 84 " MAX. DLO (TYP•) DOOR DLO HEIGHT —HEIGHT -113f8" DLO WIDTH W -DOOR WIDTH -1215116' C Fr IF OLD WIDTH')X-DOOR WIDTH/2-11511W AAC. ' J 1 O SIDE LITE • • 000 • • • • • • • DLO HEIGIi�= HEIGH I`11.3(4 DLO WIDTH aWIDT14 41/41 • • • • • • • /A — X A NOTES: XX B O 41 • • • • • • • • • 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. Q • 3. SIDE LITES OVERLAP 'X' AND XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO','OX', 'OXO"XXO','OXX' AND'OXXO' CONFIGURATIONS• • 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • 5. CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS: X' DOORS = WIDTH - 5.648 • • C ) (')OC' DOOR = DOOR WIDTH/2 -4.079} • • • • • • • • • #00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • o Q -� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RENEWED a with gw Fbrida ;.) Y r O o Q -� go w J LU o O co •tl LL O S Z C Z Z LLI coZ LU O I LL o a a Q N `�j• � `�ttt tt��i - Z ; y O • , 0*0 cmnoCT j a 40 (o ��qrnaw EXTERIOR INTERIOR I �y"'' 00'du'NCont�1 MiamlDsde 10 1 2 gp Q N 37 g4 AT HEADMAMB U 60 cin a 65 AT SILUJAMB CLEAR -COLORED EXTERIOR INTERIOR SEALANT —a .— z 62 O .� LU o ILE® 6.3 M ad 10 j w co x� z 6 co ❑ Ci F MAX MAX. MAX.SIDEV DLO DOOR DLO LITE 62 q HEIGHT HEIGHT �C W C o SL VIEW G -G a `� 3Q 61 CORNER ASSEMBLY • • • • • • • • • utrri 1.489 •• ••• •• • • • •• ,� W DOOR SECT. A -A SL SECT. B-B�Nk'z • • • • • • • • • • �7..-j z ••`O13Q VERTICAL VERTICAL " ' ' ' ° ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SPACING SAME AS �MAX. SL WIDTH ---I 67 JAMB ANCHOR SPACING MAX. SL WIDTH ---►I — (SEE SHEETS 7, 8 AND 9) as 0 0 0 • • i i i i 0.: •• ILITY I p o 22 SEE TABLES 1 AND 2 AND F� DLO NOTES ON SHEETS 1 & 2 i2 SL SECT. E -E 62 NOTES ONCA SETS SL SECT.r-tF .0. .0. HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE•SI©E FITS) ••: : : - ••• • • • • ••• • • d � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B mww With the Fwrwa R N O d � S2 J Q O FZ w N ad LL O W 0 Q` U U � 0 T P Z WJ U zN z 10 EL Q N O LCL a Aix c; of Z �i ```�ttturlrUr zip oz= ITEM WG # PGT# DESCRIPTION 80 , OD 6820D SIDELfTE HEADER 69 SIRELITE Sp.L8280391 ItE6921 SIELBE JB83 P #8 X .000 QUAD PN. SMS 84 7 HEAD OA8KET$ (STOCKING #70988} 86 . 9 7988 SILL GASKETS S OCK Q b 68 A 81841M SIDELITE JAMB ADAPTER B7 ! #12 1. O SHEET AL SCREW 70 712863K 3ETTIINQ BLOCK, 3132” X.114" X 1" W!P$A, +/.6 bURO. 71 71287K S 7TIN0 OCK, 1118° X 1/ X 1" W/PSA, 85 +/-5 DURO. 72. 84222 BEAD, 7!9 73 8988 BEAD, 3!6° 74 .0878 _614157 EAD;13/18° IG 80 . BbURAK14 1/4" RASEAt l0 PACER 81 � TP248 B I CUBED IN UDED EAD) 82 849 INTERIOR 83 224 8 247 BU . ,THICK (USED IN UDED 6 , 86 +!-T 4UR0. 94 9b N I CONE'; GLASS, 3 I -1 6 O " A, . PVB, 3l18 HS 98 97 88 LA 3, 3t8" 1•.1 $ , 711 1.. 88, r1 . IAMI • H , .90 1 H 1 , .90 ; 16" , :80 VB; 18" H8` 89 LA88, 13/18" LAMI -3118° TP, 114' AIRSPACE, 1/ H$, .80 , 311 8" H3 103 OFF- WE D LLC X.760 PH FL. SMS ITEM WG # PGT# DESCRIPTION 80 , OD 6820D SIDELfTE HEADER 69 SIRELITE Sp.L8280391 ItE6921 SIELBE JB83 P #8 X .000 QUAD PN. SMS 84 7 HEAD OA8KET$ (STOCKING #70988} 86 . 9 7988 SILL GASKETS S OCK Q b 68 A 81841M SIDELITE JAMB ADAPTER B7 ! #12 1. O SHEET AL SCREW 70 712863K 3ETTIINQ BLOCK, 3132” X.114" X 1" W!P$A, +/.6 bURO. 71 71287K S 7TIN0 OCK, 1118° X 1/ X 1" W/PSA, 85 +/-5 DURO. 72. 84222 BEAD, 7!9 73 8988 BEAD, 3!6° 74 .0878 _614157 EAD;13/18° IG 80 . BbURAK14 1/4" RASEAt l0 PACER 81 � TP248 B I CUBED IN UDED EAD) 82 849 INTERIOR 83 224 8 247 BU . ,THICK (USED IN UDED 6 , 86 +!-T 4UR0. 94 9b N I CONE'; GLASS, 3 I -1 6 O " A, . PVB, 3l18 HS 98 97 88 LA 3, 3t8" 1•.1 $ , 711 1.. 88, r1 . IAMI • H , .90 1 H 1 , .90 ; 16" , :80 VB; 18" H8` 89 LA88, 13/18" LAMI -3118° TP, 114' AIRSPACE, 1/ H$, .80 , 311 8" H3 103 OFF- WE D LLC PROAUCtItHVEWf-'O av wmP B,viti Ftorlda -- � �°� 05i&.� AccepUu o" N. 1/ Prodaat �° N p 0 U 0 U ��a. ® 0) o QP 0 O LL 06 j) O rX dy z �0) Q U W F 504—► W o d N r 056 ¢ N N = d ,� OUTSWING THRESHOLD O_ CHANNEL COVER 6063-T6 n �-2.750—►I • *0008 • • • • • • 125 •• ••• •• • • • •• y{w o, ,;a d' TUBE MULL _ z �` ZO - . y 22 6063-T5 • ••• • • • • ; J•. g v1` •• • • •• • • • • • • • �' �9�'' •.•„•' Q�.� d ITEM DWG # PGT# DESCRIPTION 1 843E 60411 FRAME HEAD 2 1010 80300 WSTP.,Q-LGN .190 X .376 HIGH 3 7070 87070K BULB EATHERSTRIP .187 X .300 HIGH 4 966 7965X FL HB LT STRIKEP TE 5 938 7838X 2 PT. LOCK STRgCEPIATE 8 868 7968A RAM HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.600 PH. FL MS - S.S. WlSILICONE PATCH e. 896 70996 GASKET (BETWEEN THRESHOLD 8 FRAME JAMB) 9 898 70888 GASKET (BETWEEN HEAD 8 FRAME JAMB) 10 862A 8533018 FILLER ADAPTER 11 19000 61100DM OUTSWING THRESHOLD 12 9870 871870 WSTP, .3b0 RD FOAM FILFRAME 22 008 TRUSS LT-SLOT AMSBURY#32011) 13 11004A 611004M O WING THRESHOLD CHAN EL COVER 14 11001A 411001A ACETAL SPACER .066 (INHOUSE INJECTION MOLDED) 18 11 411D02A AC P pNH USE INJECTION MOLD 18 11003A 411003A ACETAL SPAC R .140 NH U E INJECTION MOLDED) Re as 20 816D 4 JAMB (OUTSWING) 21 1010 300 W .,Q-LGN .180 .376 HIQH 8880$M REINFORCEMENT. 1.D00 X 2.760 X 0.860, 8081-78 1 11 BATS X 1. 4 r8 24 9 71 SCREW COVER CAP 25 930 41721 KE U4TEIN$ERT 26 1118 710X34PFA #10 X .760 PH. FL. SMS 10 27-7070 870 WEA £RSTRIP .1 7 X.300 HIQH 30 810D 910 OR PANEL, TOP 8 BOTTOM RAIL 31 811 8811 DOOR PANEL, S RAIL 32 817 7FRM0 QE EXIRUSIO 33 1178 71068FP W,B #10X.826 H. FL SMS 34 913A 80378M CLAMP 35 1130 BTRODA 18-1 THREADED ROD 38 0' 7980 UTA 6118-1 FLANGED EX NUT 37 81414 80379M WEATHERSTRIP CHANNEL 38 7 F #8X.76 PH. FL. TEK 9 7 70987 QA ET E'M►EEN PANEL HEAD/ ILL 8: PANEL STILES-) 40 1023 878240 W$TP., .187 X.260 HIQH, FINBEAL 4 828 41 0 SLIDE A .(INACTIVE PANEL ONLY) 42. 1148 78X12FPAW X.b00 PH FL SMS TYPE BDS 43 9212 7P30 81L19 L T PLUG (INACTNE NL) 44 B 8983 DOR PANEL A9 1 (OUTSWINQ 46 8848 8984 DOOR PANEL ASTRAGAL 2 (OUTSWING 48 1213 80200K, WSTP.,O-LGN .190 X.Z00 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. 41707 8 41708) 48 1138 7834E #8 X.760 PH. FL SMS 48 882 D2P AY 2 PT. LOCK ASSY. 50 8 1 FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 62 931 7F SPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10X.760 PH FL. SMS 54 967 70957X HANDLE STRIKE PLATE 56 1118 710X34PFA #10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750-- 1 4.626 4.000 '062 ------------- DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 8083-T6 3'�5 -3.111 .400 050---.4 1 O FILLER HEAD Ad 6063-T6 �3.000� 1.227 1479 050 FRAME HEAD 6.085 1 6063-T8 -1.750 4.726 4.100 082 SIDE RAIL 8083 -Tb �+ 1.500-x( .12b1� t>fi0 .760 TRUSS CAMP ADAPTER 34 80$3 75 .060 079 1.489 .489 TFT --J:3.0010 11 OUTSWING THRESHOLD 6063-T6 5.459 ODOOR 0ANEL INTERIOR ASTRAGAL 8063-T5' 1.7so- 4.726 4.67b100 i - Uq L STRAGAL L--�1 �--.658 -1.750 .683'If .050 .683 4.726 r[17 4.100 .062 L . 4.675 SIDE RAIL 8083 -Tb �+ 1.500-x( .12b1� t>fi0 .760 TRUSS CAMP ADAPTER 34 80$3 75 .060 079 1.489 .489 TFT --J:3.0010 11 OUTSWING THRESHOLD 6063-T6 5.459 ODOOR 0ANEL INTERIOR ASTRAGAL 8063-T5' 1.7so- 4.726 4.67b100 i - Uq L STRAGAL L--�1 �--.658 N .683'If .050 .683 Q o• Z= 73 318" GLAZING BEAD 6063-T5 ��` d I -*---.525 72 7116" GLAZING BEAD 6063-T5 Imo ---3.100 O60 HEADER O SL SILL 60 8063-T6 61 8083-T6 r 1.4801 3.000 '050 DOORFRAME, JAMB 6063-T8 1.878 -� .890 - .050 3.000 �2 SL JAMB 8083-T6 .050 1.620 .250 37 WEATHER STRIP CHANNEL 6083-T5 0.375 1 125 32 HINGE 6063-T6 � --.172 683 .050 �I T 1.082 F�- OIG GLAZING BEAD 74 6063-T5 830 N Q o• Z= 0 ��` d L . ••• • 2rB80•• i i ••• OC. • •• • • • ••• • 0050 W LU 0 0 •• ••• •• • • • •• • •SL JAMV • • • 6 ADA7EI� a i i•• i i •• • 8 �• • • • • • • • �Z � 07 U Q O ••• • • • • ••• • • 0< N j • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida N Q o• Z= 0 ��` d L . OC. A W LU 0 0 � U) 11,. * a0 O a F o �Z � 07 U Q O � o � � Q 0< N j o• Z= ��` d L . Q HEAD ZONE C" --i "F°-tZONNEj HEAD ZONE °D"ZONE HEAD "D"_l Q .XXO OR Q Q z X z z XX z XO N zpp N z N N N OXO ZONE N m m �ZONE("D°tZONE D"� m "E"4 SIL �SILL ZONELC°~ SEE TABLE 3., SHT. 9 SEE TABLE 4., SHIT. 9 SHT. 9 HEAD HEAD HEAD FZONE-f 70WF "F"—t-ZONE j � HEAD ZONE E"� "F°-tZONNEj �ZONEE D"ZONE' �o N .XXO OR OXX 0 " LU Z O z XO N OR Z z N SILL " _� OXO ZONE NO �SILL ZONE {--ZONE`F°4ZONE� SEE TABLE 7., SHT. 9 NOTES: Tenn U.— X =MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. HEAD HEAD ' HEAD EVA HEAD ZONE E"� "F°-tZONNEj �ZONEE D"ZONE' HE "l N .XXO OR OXX 0 " o N O z XO N OR OX z N SILL " _� _ SILL --} ZONE SILL ZONED`ZONEE "E"4 SEE TABLE 5., SHT. 9 1 SEE TABLE 8., SHT. 9 X =MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. HEAD HEAD ' HEAD EVA ZONED ZONE "F° aE° SEE TABLE 7., SHT. 9 HEAD HEAD MPLE ZONE - ZONE "F"�ZONE "IF- ENE i ANCHORAGE SOLUTION I I FOR A CONCRETE OXXO INSTALLATION L° ZONE "D°ZONE "F°-tZONNEj OL N .XXO OR OXX 0 " o N SILL " _� _ SILL --} ZONE ZONED ZONE "F° aE° SEE TABLE 7., SHT. 9 HEAD HEAD MPLE ZONE - ZONE "F"�ZONE "IF- ENE i ANCHORAGE SOLUTION I I FOR A CONCRETE OXXO INSTALLATION L° OL z E� ON 0 " OXXO >1z A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4"x 83 3/4" XX DOOR ZONE °F"' ANCHORS FROM TABLE 4, SHEET 9, EACH °F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS ILL I SILLSILL ILL EACH JAMB AND 2+5+5+2 = (14) ZONE -}--ZONE °F"ZONE °F"o • ' aE • ;YPE61 CIR 2 AWHORS AT HEAD Do E" 6i • • • AND AT 9NLL+ SEE TABLE • 9 • • • • • • • " • EXAMPLE OF ANCHORAGE FOR A 71 3l4° x 88 3/4'W# DSOFP • • # ff jNCHbjt LOCATION FOR WITH 19° x 83 3/4" SIDE LITES (SEE SOL11T1 AT G • • • • i W(*WLE ABOVE 1. APPROVED ANCHOR TYPES ARE: 1.114" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. • • HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. • HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • • 3. TO DETERMINE ANCHOR QUANTIFIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. • • • ••• • • • s % • • • • • • • •• e • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • votenco No Dsd s2 04 Dado Pr ?y �o ocog Ir Zco) v o co) ,Q LL O J ujoLa dC o N U o d OL z 0 " TABLE 6. XO & OX Q GLASS TYPES ANCHOR TYPE & SUBSTRATE 2 3, WOOD 1,2, CONC .DOOR WIDTHS LOAD aDNES X'- 26.50 TO 37.50 9� a WIDTH x Hf. 0 0 >< x O O x x 10.76 x 79.76 4 2 4 2 63.76 4 2 4 2 87.7 4 2 4 2 tY 91.7642 42 95.76 4 2 4 2 12.76 x 79.75 4 2 LL 4 2 W 83.76 4 2 -4 4 2 `f 67.76 4 2 m 4 2 m 91.764 2 F 4 2 F 95.76 4 2 4 2 19.00 x 79.76 4 3 4 2 83.75 4 3 4 2 40 97.75 4 3 4 2 91.75 4 3 4 2 96.76 4 3 4 2 21.76 x 79.75 4 3 G 4 2 e 27.76 x 79, 83. 57. 91. 95. 38.13 x 79, 83. 87, 91. 95. 36.75 x 79. 83. 87. 91. APPROVED ANCHOR TYPES: ��PCONS 2. 1t4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G6) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. ••• • •• • RENSWED e with the F, r G7 � • • • • • . • L6 00 10 • •• •• • • • •• •• ••• • • • ••• • • RENSWED e with the F, r G7 � U L6 00 10 LU LU LLI Z N G r- Q co ad LL O SI . IX 0 C.9 r Z 0 H Z W Z Q a LU N O L O U. SMR a � o� N' l> Z= ''��tttlnttr�• 2X WOOD BUCK, NOTE 2 13/8' MIN. 3.4 KSI MIN. CONC. 1X WOOD BUCK NOTE 2 1/4'MAX. SHIM �17!WOOD EXT JANCHOR TYPE 2 OR 3, NOTE DOOR HEAD (WOOD) �.{ 13/8" 1/4° MAX. SHIM: I MIN. , 1 3/4" _1 3/4" 2X WOOD { MIN E.D. rMIN E.D* 1 BUCK, NOTE 1,' 1 3/8° TYPE 1 ` �7; <.1• ;:+:�•:5�: 1314"TYPE2 _ c —1/4° MAX. JCT. SHIM CONC. EXT. ANCHOR, NOTE 1 DOOR HEAD 1 114" TYPE 1 2 (CMU) CONC - - ( ) 13/8"TYPE 1 (CONIC) SIDE LI 1" IMAX "-I 1314- TYPE 2 (CONC) SHIM 1/4" MAX. SHIM • ,: �•': A 314° MIN. E.D. I WOOD—j ANCHOR Q ON aw CONC awr':'••: STAGGEREDANCHOR : •. ;�, CENTERS, ON t r; t TYPE STAGGERED '• `d �, 20R3, CENTERS, NOTE 1 NOTE 1 'u •:1 3/4" MIN. E.O. :; �.., 111 � y 2X WOOD EXT• 1X WOOD BUCK, BUCK, NOTE 2 NOTE 2 1.8 KSI MIN. CMU OR ft; 11K 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) 3.4 KSI MIN. CONC. BUCK, NOTE 2 13/8"MIN CONC. ANCHOR, NOTE I1 3MIN. --1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 13/4' ►t-1 3/4° MIN. E.D. I ,' • �I� E�O:�r �' j - --- 13/8"TYPE 1 �' • .'3 • i. •},'t• .fl 13/4" TYPE 2 114" MAX. SHIM EXT CONC. ANCHOR, NOTE ID) SIDE LITE HEAD (CONC) 1!4°MAX. SHIM ---i1 1/4° TYPE 1 OR 2 (CMU) 13/8' TYPE 1 (CONC) T 1 3/4° TYPE 2 (CONC) 13/4° MIN. E.D. ?'• ".� I 1,5 KSI MIN. CMU OR WOOD Y; • � .•s •• 3.4 KSI MIN. CONC. ANCHOR, : "(: '' " TYPE "'• �.'.1: 1 3/4" MIN. E.Q. 20R3, 22XWO04D• NOTE 1 �•• : *. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT, IDE LITE JAMB (WOOD) SIDE LITE JAMB (GONG) WOOD ANCHOR TYPE 2 C. ANCHOR, OR 3, NO'T'E 1 NOTE 1 ONC. ANCHOR, NOTE 1 1X WOOD EXT, BUCK, NOTE 2 EXT. NOTE 3 r 114° MAX. -1/4"MAX 1/4" MAX. SHIM SHIM .. ••y • • !�,;: 1318" TYPE 1 �. ?�i.•�.:;: '.`fir 13/4"TYPE2 a 13/8"MIN. : •...: �ti 7.3/8"TYPE1 �J 13/4° 3.4 KSI MIN. 7 ;"'':`i: , i Vt . ; 314° TYPE 2 2X WOOD BUCK, NOTE 2 -MIN. E.D._ 3.4 KSI MIN. CONC. j CONC. DOOR SILL WOOD DOOR SILL CONC WOOD BUCK, NOTE 2 I.. 1 . E.D.(WOOD) (CONC) SIDE LITE SILL (WOOD) MIN. E. NOTES: SIDE LITE SILL (CONC) ••• • • • • • •• 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPCONS EIMBEDDED.. 4 316" MIN. E 4) OR 114" SS4 CRETE -FLEX EMBEDDED 13/4' MIN, (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS Ili". FOV:VOpDAISAl: AjQo Ift #12 SCREWS, GB (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). • • • • • e • • e 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLTTO SCCIC CORCIRETL. WeOd'BUCRS DEPICTED 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 SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT•(aVO PSI M14.), (DANE BY QTHERS)• MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR+LORD TO SUBS -WAVE. OF SUBSTRATE ISO • WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY'IIFI� AUTF:ORrq ft§IG:UI$SDJCI:&t • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N Q o a"ll :'tri S'O p�• Q= a 2- Q RM14 111 � w 48 ft; 11K so 3.4 KSI MIN. CONC. BUCK, NOTE 2 13/8"MIN CONC. ANCHOR, NOTE I1 3MIN. --1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 13/4' ►t-1 3/4° MIN. E.D. I ,' • �I� E�O:�r �' j - --- 13/8"TYPE 1 �' • .'3 • i. •},'t• .fl 13/4" TYPE 2 114" MAX. SHIM EXT CONC. ANCHOR, NOTE ID) SIDE LITE HEAD (CONC) 1!4°MAX. SHIM ---i1 1/4° TYPE 1 OR 2 (CMU) 13/8' TYPE 1 (CONC) T 1 3/4° TYPE 2 (CONC) 13/4° MIN. E.D. ?'• ".� I 1,5 KSI MIN. CMU OR WOOD Y; • � .•s •• 3.4 KSI MIN. CONC. ANCHOR, : "(: '' " TYPE "'• �.'.1: 1 3/4" MIN. E.Q. 20R3, 22XWO04D• NOTE 1 �•• : *. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT, IDE LITE JAMB (WOOD) SIDE LITE JAMB (GONG) WOOD ANCHOR TYPE 2 C. ANCHOR, OR 3, NO'T'E 1 NOTE 1 ONC. ANCHOR, NOTE 1 1X WOOD EXT, BUCK, NOTE 2 EXT. NOTE 3 r 114° MAX. -1/4"MAX 1/4" MAX. SHIM SHIM .. ••y • • !�,;: 1318" TYPE 1 �. ?�i.•�.:;: '.`fir 13/4"TYPE2 a 13/8"MIN. : •...: �ti 7.3/8"TYPE1 �J 13/4° 3.4 KSI MIN. 7 ;"'':`i: , i Vt . ; 314° TYPE 2 2X WOOD BUCK, NOTE 2 -MIN. E.D._ 3.4 KSI MIN. CONC. j CONC. DOOR SILL WOOD DOOR SILL CONC WOOD BUCK, NOTE 2 I.. 1 . E.D.(WOOD) (CONC) SIDE LITE SILL (WOOD) MIN. E. NOTES: SIDE LITE SILL (CONC) ••• • • • • • •• 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPCONS EIMBEDDED.. 4 316" MIN. E 4) OR 114" SS4 CRETE -FLEX EMBEDDED 13/4' MIN, (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS Ili". FOV:VOpDAISAl: AjQo Ift #12 SCREWS, GB (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). • • • • • e • • e 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLTTO SCCIC CORCIRETL. WeOd'BUCRS DEPICTED 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 SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT•(aVO PSI M14.), (DANE BY QTHERS)• MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR+LORD TO SUBS -WAVE. OF SUBSTRATE ISO • WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY'IIFI� AUTF:ORrq ft§IG:UI$SDJCI:&t • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N Q o :'tri S'O p�• Q= a �4: 0_ Q an w 48 H J � � o N LL O J •tf Q Z W o LU U z ai 4� W l r N LL O V- O QN U LL o aha Aix sp Z :'tri S'O p�• Q= a �4: 0_ %,, MIAMI- DADE MIAMI—DADE COUNTY, FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _-NOTICE OF ACCEPTANCE (NOA) ww%v.miamidade..10V_Ie rgnoenv PGT Industries, Inc. 1070 Technology Drive, Nokomis, 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 (AHJ). @ *, This NOA shall not be valid after the expiration date stated below. The Miami—Dade Coun>y Product ...... Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami fade Count3�•treserve • • the right to have this product or material tested for quality assurance purposes. If•tfiisj product-wmaterial • • • • � • fails to perform in the accepted manner, the manufacturer will incur the expense of SO& luting and the AHJ ; • may immediately revoke, modify, or suspend the use of such product or material OiUl ta.their jx"Aligtion. • • RER reserves the right to revoke this acceptance, if it is determined by Miami '171}Qe CountY Mioduct Control Section that this product or material fails to meet the requirements of the appfisa-M buildin"code. This product is approved as described herein, and has been designed to comply with 0& Florida Building Code, including the High Velocity Hurricane Zone. • . . . . ...... DESCRIPTION: Series "SGD 770" Aluminum Sliding Glass Doors w / wo Reinforeements 1 M.I. APPROVAL DOCUMENT: Drawing No. PGT0002 Rev. C2, titled "Series 770 A14iiium SQt) s1MI11, ' sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23,Y4, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with th Miami—Dade County Product Control MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1• vtdth per FBC, as applicable. 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. 11-1018.14 and consists of this page 1 and evident nd E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, MIAM4DAD£ Cou NOA No. 14-0123.10 Expiration Date: February 17,2015 Approval Date: February 06, 2014 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD -- LMI", sheets 01 through 23 of 23, ' prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by 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 pr.Af, TAS 2*Q2; 94 3) Water Resistance Test, per FBC, TAS 20294.... ..:. 4) Large Missile Impact Test per FBC, TAS 2DI-A • • 5) Cyclic Wind Pressure Loading per FBC, TAS 24394 ." 6) Forced Entry Test, per FBC 2411.3.2.1, andM202-9e along with marked -up drawings and installation diagram of aIGA4 i; Slidigg•Gtass Doors, prepared by Fenestration Testing Laboratory, Inc., Test.Rajrst No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. : ;• • • 0 • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: 2) Uniform Static Air Pressure Test, Loading per` Bt, TA9202.0-94 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 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"980, FTL-5993, FTL-6036, FTL-6001, FTL--6014, FT"015, FT"017, FT"023, • FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. Note: The test reports No.'s FTL-5980, FTL-6001 and FTL-6015 have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P. E. (Submitted underPrevious NOA No. 09-0826.10) .000a C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. 2. GIazing complies with ASTM E1300-09 4 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, eviring on 0471447. � • • • � • .. 0000 F. STATE MENTS • 0.0060 60.6 000690 1. Statement letter of conformance and complying with F010-4010, issued by • 6 • • manufacture, dated 01/24/14, signed and sealed by Lynn Mille4?!E 6 • • • • • 6 • 2. Statement letter of no financial interest, issued by manufacture_ trat d 0l/247tj, signed. and sealed by Lynn Miller, P.E. ""' o a ""' .0 66 .. . 0000.. 3. Laboratory compliance letter for Test Report No. FTL-7554, kaw by Fenestration . • Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlix D. Brinson P.E.• .... 6060.1 4. Proposal issued by Product Control, dated 08/12/13, signed by jaiwtX. Gascon, P. E. ; 6 • •„ S. Laboratory compliance letter for Test Reports No.'s F7tr5980, XTII 993s F`17"036, FTL-6001, FTL-6014, FTL=-6015, FTL--6017, FT"023, ftI X6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed -by Julio Gonzales, P. E. (Subinitted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Subinrtted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industries, Inc. for their Series "SGD 770 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 12/01/11 and expiring on 02/17/15. , t Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-2 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWING MAP I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES - SGP - .090 DUPONT SENTRY GLAS PLUS DBPVB =.090 DUPONT 13UTACITE PVB GENERAL NOTES.............1 G3 - 7118" LAMINATED: (2) LITES OF 3118" HS GLASS WITH AN .090 DBPVB INTERLAYER SHEETS 7.8 & 9 QUALIFIED CONFIG.......... 2-4 G4 - 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. GLAZING DETAILS ............ 6.6 03A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER ANCHORAGE .....................7-16 G4A - 9/18" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .080 SOP INTERLAYER DESIGN PRESSURES....... 7-9 G5 -1" LAMINATED I.G. 3/18" T EXT. CAP; -31W AIR SPACE + 7/10"LAMINATED: (2) LITE$ OF 3118" HS GLASS WITH AN .090 DBPVS INTERLAYER. ELEVATIONS..._................16-18 GO -1" LAMINATED I.G. 3/16" T EXT. CAP + 318" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3118" HS GLASS WITH AN .080 SGP INTERLAYER CONFIGURATIONS ........... 17 G6A - i` LAMINATED LG. 1/4" T EXT. CAP + 6/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" Ha GLASS WITH AN .09D DSPVB )NTERLAYER GSA -1" LAMINATED I.G. lie T EXT. CAP + 6118" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3118" HS GLASS WITH AN .090 SGP INTERLAYER VERT. SECTIONS..............18 HORIt. SECTIONS G7 - 7/16" LAMINATED: (2) UTE$ OF 3116" ANN GLASS WITH AN .090 SGP INTERLAYER 07A - 9/1 S" LAMINATED: (2) LITES OF 114" ANN GLASS WITH AN .090 SGP INTERLAYER PARTS LIST ............... ....... 21 G8 - f LAMINATED I.G. 3118" T EXT. CAP + 318" AIR SPACE + 7116" LAMINATED: (2) LITES OF 3/18"NDN GLASS WITH AN .= SGP INTERLAYER � EXTRUSIONS .................... 22-23 GM -1" LAMINATED I.G. Ihr T EXT. CAP + 5118" AIR SPACE + 7116" LAMINATED: (2) LITES OF 3118" ANN GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16. 4. SHUTTERS ARE NOT REQUIRED. Q 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-6980, FTL-6993, FTL-60D7, FTL-6014. FTL-8016, FTL-8017, FTL-6022, FTL-sO23, FTL-6024, FTL-6026, FTL-0028, FTL-6031, FTL-6033 AND FTL-8038 DATED 0710.9, FTL•7654 DATED 11/1)1/13. ELCO TEXTRON NOA: 07.0426.01, 034)226.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADW2006 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2.4). A. DA..O. V%gDTH -PANEL WIDTH - 7" B. D.L.O. HEIGHT -PANEL HEIGHT -8.25" 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELOO 114" OR 6/16" ULTRACON (FORMERLY TAPOON) CONCRETE SCREWS OR 114" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05j 114" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF 912 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 116" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 912 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1W SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Masonry Strength Requtremenm Ungtounmd CMU ASTM C.90 ASTM Cee YM grind eonmrmNB Graumd CMU to aeoams 210522.1.2 erM R90e olOre FSC. P41auk(Anchor Tendon) P41oak Mounting Adaptor (Anchor Shear) Concrete 1 Grouted CMU Concrete Grouted CMU TypeI Dta. hon. Ernh.1 Min. Ed Min. 6mb. Mln. Ed Min. Crab.1 Min. Ed Min. EMb. Min. Ed �Co Nlratxn 11P1 art 1 2 to 1 Ya 2 to 1 e/4 1 2 112 1 314 1 1 V4 Etco Crom4:lex 384 1 114" 1 314 1 2 1n Not Rwwmareixtad 1 374 1 2 112 1 Not Recommended MOKOSOS, FL 30279 P.O. BQX 1929 MOKOMIB, FL 94274 Conaaele Strength Requirements Type INA. fo' eco Uitracon U4" E3350 PN 8116" PSI Eloo Crats-Flex S54 114" pelf D8n18ona • • Emb. - Emb~: E - Edge Dle Min. = Mbd nur• • • CONCRETE SCREWS STRENGTHS: FFgqMW. _' 136 KS! I�uMIN.=977KSP ••• 1`�P • • • • •• • • o 9 ad, Sill & am o n. • • • • iypio —@[Mn.Ernbj Mln. Ed • • 2 VAGWO01^0 I 1 318" 1" Eloo Crete -Flax 884 13)8" 1" UNLESS OTHERWISE NOTED I ALUMINUM SCID kM1 NTS o 1 -2a e"d" PGr0002 • • • • • • • • • • ••• •• • • • •• •• ••• • • • .% • • LYNN 4,'��.• �10ENSF '•.FAQ ` * NO. 58705 *' .�•• � S ATE F: � �(• •.FLORIDA•: Gi�'C� A. L1 MUM'YJ:. P.E.#88705 Head and 810 Jamba Concrete L111.0 and CMU Grouted CMU Type I Ola. MIn. F.mh On. Ed Min. Emb. Min. Ed In. Fmb. Mtn. Ed 114" 1 318 2 in 1 I4 2 1n 1374 21!2 0m Wkaaon 9He" 1314 1 114 1 114 18118 1 3/4 2 112 flan Oram•Flez Sea 114" 1314 2 to 1 ud a 1n Not ReoanaTmnded P41auk(Anchor Tendon) P41oak Mounting Adaptor (Anchor Shear) Concrete 1 Grouted CMU Concrete Grouted CMU TypeI Dta. hon. Ernh.1 Min. Ed Min. 6mb. Mln. Ed Min. Crab.1 Min. Ed Min. EMb. Min. Ed �Co Nlratxn 11P1 art 1 2 to 1 Ya 2 to 1 e/4 1 2 112 1 314 1 1 V4 Etco Crom4:lex 384 1 114" 1 314 1 2 1n Not Rwwmareixtad 1 374 1 2 112 1 Not Recommended MOKOSOS, FL 30279 P.O. BQX 1929 MOKOMIB, FL 94274 Conaaele Strength Requirements Type INA. fo' eco Uitracon U4" E3350 PN 8116" PSI Eloo Crats-Flex S54 114" pelf D8n18ona • • Emb. - Emb~: E - Edge Dle Min. = Mbd nur• • • CONCRETE SCREWS STRENGTHS: FFgqMW. _' 136 KS! I�uMIN.=977KSP ••• 1`�P • • • • •• • • o 9 ad, Sill & am o n. • • • • iypio —@[Mn.Ernbj Mln. Ed • • 2 VAGWO01^0 I 1 318" 1" Eloo Crete -Flax 884 13)8" 1" UNLESS OTHERWISE NOTED I ALUMINUM SCID kM1 NTS o 1 -2a e"d" PGr0002 • • • • • • • • • • ••• •• • • • •• •• ••• • • • .% • • LYNN 4,'��.• �10ENSF '•.FAQ ` * NO. 58705 *' .�•• � S ATE F: � �(• •.FLORIDA•: Gi�'C� A. L1 MUM'YJ:. P.E.#88705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, �i SHTS. 7-9 SEE SHTS.?-9 , ,3 'IrC D 3 EE o SEE DIP s TABLE s g � DP TABLE SHTS. ' SHTS. 7-9 7-9 -9 xp a CFF n P TARI F S TP SF i SEE D.P. TABLE. x0, Ox, xX, xxp SEE P 07-9 SEE D.P. TABLE, SHTS.?-9 C OXO, OXX, xXO, OXxp, xxxp t OXXO O, Ox", xxxx, CORNER, TYP. POCKET, TYP. POCKET DOORS: p • • • • • • • • • • as ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT FITHEMAVI$ COC:A;'IQN;USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: •• •: : i i i :•: •. XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. 03MX I"ISOCKET • • • • • CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL. ••• 1 1�1H9 'ci NO CHANGiE ms swET • • • • • • FoTEOMMOQ"MW •NOWARS, FL 342M Tx% AL IC ILVF�(LRRFI=IVi� i Po�� • SERIES We AL. SGD AW • NOXOMlS. R SQ17I I ® s.kauaee suk: seer omvaea soD77o MTS 2 d 23 POTOD02 • • • • • • • • • • ••• • • • ••• • • mvism q wil4 the Flmldn iy/�"ii�� `�� `�'r`:'�1GENSF• • F� '� * No. 58705 �� • VATEO>� SSr'IO N AL`` `�` .�`. A. LYNNb7h11. 61 P.E.& 68705 SHTS.?-9 , ,3 'IrC D 3 EE o It BS -9 SEE P 07-9 SEE D.P. TABLE, SHTS.?-9 C OXO, OXX, xXO, OXxp, xxxp t OXXO O, Ox", xxxx, CORNER, TYP. POCKET, TYP. POCKET DOORS: p • • • • • • • • • • as ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT FITHEMAVI$ COC:A;'IQN;USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: •• •: : i i i :•: •. XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. 03MX I"ISOCKET • • • • • CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL. ••• 1 1�1H9 'ci NO CHANGiE ms swET • • • • • • FoTEOMMOQ"MW •NOWARS, FL 342M Tx% AL IC ILVF�(LRRFI=IVi� i Po�� • SERIES We AL. SGD AW • NOXOMlS. R SQ17I I ® s.kauaee suk: seer omvaea soD77o MTS 2 d 23 POTOD02 • • • • • • • • • • ••• • • • ••• • • mvism q wil4 the Flmldn iy/�"ii�� `�� `�'r`:'�1GENSF• • F� '� * No. 58705 �� • VATEO>� SSr'IO N AL`` `�` .�`. A. LYNNb7h11. 61 P.E.& 68705 S TA SF CFF n P TARI F O P "Vill lit oxxxo, XXXXO, O/VVx, xxxxx, XXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CGP n P TARI F HTS. 7-9 SHTS.7-9 I Mysm C 1 EE BLE BL ITS. T —9 BLE L O P "Vill lit oxxxo, XXXXO, O/VVx, xxxxx, XXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CGP n P TARI F HTS. 7-9 SHTS. 7-9 3 EE BLE g 1 �N AW MY oxxxxo, MXXXO, OXXXXX, xxxxM! • • • • i • • • • • • XXXXXXp ' • • • • APPROVED CONFIGURATIONS NocrraNGEmtssxEEr ��7ec111roia+reRdre • • AL1F1& Q Fk� RA+WN9 • NO CHMGEB TO rifts SHEET NolroenB FL sea76 , . • P.a ,n3f. • StrR1ES 7.7�ALUM SGD -Lill • lvoicoa+asPLaaz7a ® sQD770 NTS 1 3 d23 PGT0002 • •• •• • • • •• •• the Florida 6u8dit ��.� •\?GENS♦: •,'P ii 140.58705 %�•� I ATE�F� '• i��'�SS, ONA� �C` `�• A LYNN MILLER. P.E. PEN 58705 APPROVED CONFIGURATIONS: S TA SF i CGP n P TART F oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxx, xxxxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CFF n P TARI F_ SHTS. 7-8 1 3 3 EE IP BLE / ITS. / ITS. I. T —9 ' —9 s oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxx, xxxxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CFF n P TARI F_ oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxx)".. ,; : ; : •: , xxxxxxxxp • • 000 0• • • • NO CHANGE THIS SHrEEr ALrGI R ?1 A • 1070>EMMOLOGYM e No CHANGES TO rrrrs sH►EEr F' X0278R Mae SERIES FPO ALUM. SGD - bMl • • IYOHO fl. 4 ® edc uweviw SW770 NTS 4 a 23 POT0002 • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO -58705 ' S ATE OF SS�O�N�A�� c� `• A. LYNN 'MILIER,, P.E. REA 66706 SHTS. 7-9 1 ,3 D EE BLE a P ITS. I. T —9 J •• gem • • • • •• oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxx)".. ,; : ; : •: , xxxxxxxxp • • 000 0• • • • NO CHANGE THIS SHrEEr ALrGI R ?1 A • 1070>EMMOLOGYM e No CHANGES TO rrrrs sH►EEr F' X0278R Mae SERIES FPO ALUM. SGD - bMl • • IYOHO fl. 4 ® edc uweviw SW770 NTS 4 a 23 POT0002 • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO -58705 ' S ATE OF SS�O�N�A�� c� `• A. LYNN 'MILIER,, P.E. REA 66706 L t7RERiOR 3116' HS GLASS .090 OBPVB - 3/16" HS GLASS - 7/16" NOM. - EXTERIOR 1/4" HS GLASS .090 DBPVB - 1/4" HS GLASS 9/10" NOM. - 3/4" NOM. GLASS BITE 314" NOM. GLASS BITE IS 04 FUMOR 3/16° HS GLASS .090 SGP — 3M6" HS GLASS - 7116"NOM. - EXTEMOR 114" HS GLASS .090 SOP - 1/4" HS GLASS -� 9f16" NOM. -� /4" NOM. GLASS SITE 3/4" NOM. GLASS BITE 214 OR 3/16" ANN GLASS 090 SGP — 3/16" ANN GLASS - 7/16" NOM. - IXTa+�1/4" ANN GLASS .090 SGP - 1/4" ANN GLASS 9/16" NOM. 9/16" LAMINATED GLASS TYPES G A Q NOXA M, FL 94278 P.O. BOX "" NOKOA9S, R =11 GLASS BITE 3/4" NOM. GLASS BITE Bto Nwida SERIES 7704!1 INVMb SG [MP • • • • 11111111" rtwims —LYNN awao/a rox A LYNN MRLER. P.E. 800778 NTS 6 d 28 PGTOM C2 Relwas • •• •• • • • •• •• ••• • • • ••• • • .rfian� Dado Produe onirol � - -_ ``1111111t11/7j7/ •• ••• • • • • • • • • • • • • • •se O •• i ••i ••• ••• ••i i i ••�* No.587015-10 Et)r - :�0 ts �It SERIES 7704!1 INVMb SG [MP • • • • 11111111" rtwims —LYNN awao/a rox A LYNN MRLER. P.E. 800778 NTS 6 d 28 PGTOM C2 Relwas • •• •• • • • •• •• ••• • • • ••• • • 21Q 212 216 EXIMOR 3/16" HS GLASS 3/16" HS GLASS €MER M 3/18" ANN GLASS .080 DBPV13 MEMO .080 SGP .090 SOP 3�" g311 SpH7S�CGELAss 33 6" AIR SPACE LASS 74 g/g AIR E ss 74 311(r—.GLA T SS 3/�8" T GLASS 3/18" !GLASS 1"NOM. II — l" NOM. — 1"NOM. "r314 1 83 83 M. 3/4" NOM. 314"NOMS GLASS GLASS 79 BITE 79 BITE I TRUSEAL DURASPJLL SPACER TRUSEAL DURASEALSPACER TRUSFAL DURASEAL SPACER 1° LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES G6 55 A 1° LAMINATED I.G. TYPES G8 55 211 213 217 EXTERIOR 3/16" HS GLASS 3/16" HS GLASS AOR 3116" ANN GLASS .080 DBPVB EXTERIOR ,080 SGP .080 SGP 3116" HS GLASS 3/16" HS GLASS 3/18" ANN GLASS 6/18" AIR E 745/18" AI CE 74 16" AIRSPACE 74 1/4 -IG LASS 114° T LASS 114° T GLASS 1" NOM. II — 1" NOM. — l" NOM. 83 1 83 83 3/4" NOM. 314" NOM. 314" NOM. GLASS GLASS GLASS 79 BITE 79 BITE 79 BITE } TRUSEAL LSPACER DURASEALSPACER TRUSEAL DURASFAL SPACER 1" LAMINATED I.G. TYPES GSA 55 1" LAMINATED I.G. TYPES GSA 55 Gz 1" LAMINATED I.G. TYPES GSA 55 • • • • • • • %• • • • •• •• • • • •• ••• • • • ••• • • • • • • • • • • .�� TON ,.......,1/(�F!.. •• ••• •• • • • •• yk: NO.58705 _ /is 10/111/11 C NOCHANOETHIS SHEET f070TEdfNOLODYMVW xOXOM64, FL 94276 NOXOM64, F34x14 ® GLAZINGIDEtAIS •: : : : � • • • SERIES 770 �FL&INNA4 SGS • fMr • : • • • • SfA E G : • '' . FCORtOP.•' G��: • ✓ sS�Or t I t� \-\, ```` •'i NA;6 A. LYNN MIt.I.ER. P.E. P.E.088705 JR 9H4 C2 ADDED GLAZING TYPES G8 0216 a O 1 . "°teas ZEME G"Is SMC RA 8OD110 NTS 6 a 23 PQT0002 C2 • • • • • • • %• • • • •• •• • • • •• ••• • • • ••• • • DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1 > HEAD & SILL (H&S) WIFALOCK, STRAIGHT & OOR GRASTRAGAL CLUSTER FLUS 6Y ISMI IATEANDMOTY. PER PANEL H& S, >JAMGANCHORQTY. >P•HOOKANOFDRQTY. G3-7/16'LAMWEDGLASS -(3/18'KS. /PVB/3/1GKS.) AnchorTyW: GGA - 8116' LAMNATEO GLASS- IIM KS. / PJB/ 114- HS.) 1) '114" ELOO LLTRAOON (FORM3LY TAFOON G5-7/16'LAMNATEDLG.U.-(3118'TMP. /ARIW IS' RS. IP/B/3M8'KS.) 2)'fWSS4CREfEFLE( G6A - 7118' LAMNATEJ LG.11- (114' TEW.. / AIR/ 3118' HS. / PJB / 3/16' HS.) 3) %NV LILTRACON 07-7116'LAWATEDGLASS -(3718•AMl/SWI 311(°AM) 4) V12 STEEL SCREW(O5) G7A-6116-LAAMTIDGLASS -(1WAM ISOP/ 1/4 -AM) 'SEE ANCHORAGE NOTES 182 ONSHBTI. GS - 7/16' LAMINATED 1.0.11 • (3118' TW.. / AR 13116- AML I SGP/ 3116' AML) GSA .7/16'LAMNATEDLG.U- 114"TMR/AR13/18'AMLISGP/3/18'AML UNIT HEIGHT 80 84 J 90 OB NOM PANEL WDTH FRAME 0 SIDE v U O U z v f3 O U m ff GLASS TYPE -ALL ABOVE +60 -00.0 +60 -60.0 +60 -60.0 +80 -80.0 H&S C4+1 C4+1 I C4+2 C4+1 C4+1 04+2 C4+1 04+1 C4+2 04+1 04+1 04+2 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 8 5 5 6 S 5 b 5 6 6 6 GLASS TYPE -ALL ABOVE +60 •60.0 +80 -60.0 +60 -60.0 +00 -60.0 H&S C4+1 C4+2 C4+1 11 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 30 JAMB 10 10 10 16- 10 10 10 10 10 10 10 10 P•HOOX 5 5 5 5 S 5 5 5 b 5 b GLASS TYPE - ALL ABOVE +60 -60.0 +60 •60.0 +60 -60.0 +80 -60.0 H&S C10 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2ffm 36 JAMB 10 10 10 10 10 10 10 10 10P -b S 5 5 5 b 5 GLASS TYPE -ALL ABOVE +60 -60.0 +60 -60.0 +60 -60.0 +60 -80.0 H&S C4+1 04+1 1 C4+2F4+INC4+1 04+2 C4+1 04+1 C4+2 C4+1 C4+1 C4+2 42 JAM 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 6 68 8 8 B 8 8 GLASS TYPE -AL.L ABOVE +60 -60.0 +80 •60.0 +80 •60,0 H&S C4+1 C4+1 C4+2 04+2 C4+1 04+1 C4+2 C4+1 C4+148 JAMB 10 10 10 10 10 10 10 10 10 J P•HOOK b 8 5 1 8 1 8 I 8 I 8 7 1 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 21/2° SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3.4", 31/4" AND 2112° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMx THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO CHANGE THIS SHEET QDLO WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT - NOM. PANEL HEIGHT - 8.26° C2 O= EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL. RISE (+) DESIGN HEGHT LOAD FLUSH 1-1/2" WA LOW 2-1/2" +40,87 PSF MED 3-1/41 +600 PSF HIGH 41 +60.0 PSF SEE NOTES 1-3 A.0.9QX f818 NOIC01,Q3, FL 94174 WD770 80° OUTSIDE CORNER 00' INSIDE CORNER 1110 Florida �+ OH LENGTH j t3iationpat(Q� OVERHANG x4IemIl3adoProduct Control OH LENGTH •••OH••. i i •019•HE16H'P •• ``�lttnurt//�� • HEIGHT • • • k`Qdnl•�r@3 .`�\�.(O� CENsg ............. • • • OR GREATER • S► ~\ Ac • • • • • • • • • • •` 140.58705 0 SEE NOTE 3 • ••• • • ,•p g ATEbFr ,HOyGE 1 AL&I/dO SOD- Mj . • • 6°"t °t�ip1fs # 68705 P.E. NTS 7 28 PaT0002 C2 P.E68765 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURE AND ANCHORAGE UNREINFORCED HEAWDUTYSULE STANDARD ASTRAGAL 7AB12 >Ha4D&SLL 04%NIE(LO0(&87PAMf&0ORN87AS7AGAL OLU97E FLUSM WfiM7EAMHORQW. FMPAML H&S, >JANBANC gMQTY. >1+10OKAN*MQ7Y. AOohor IVM: G•1- 7110' LAMMTEDGLASS -(9f VKS. / SON 3/18'H8) 07 -?AV LAIRAT®GLASS -(3)18'AM t SSP/ 3RVAW) 1) •1/4•E.0OtLMAOON(FOPoN371.YTA G4A-9/10'LAMNMLOGLASS-(114'He./SGP/1/4•HS) 07A•9110-LAMMTW GLASS- (IW AML/SGP/iWAML) 2) •114' ON CREMFLE( GB-7HB'1A64dAT®LO.U-ed(IB'7@!P./AR/3ti8'H&/SGP/3V1B•H8.) GO.7110'LAAM7EDLO.U-(3/18'7EMP./AR/3H8'AML/SGP/3/18'AW) 3) •5118•U.TMOON G8A•7M8•LAVMIMLGLU.•(1/4.7EOP./AR/3110'HS./SGP/3/18'tL8) GOA- 7116.1AMNA7IDLQU•(114'TE,V./AR/3(18•AW/SGP/3/16'AML) 4)'M2WBLSCFSN(G5) • SMAWHORAGEN01691 & 2 ON9EEf i. UNR HEIGHT 00 84 1 80 i 98 1 1 102 108 114 120 N PANEL cZU7 pQ� U U QpA U U pQQ U �Qj U jQf U WDiTH SIDEU 5 5 5 S S U 3 N tj N N N' O N p N ci aj N p N p N Y GLASS TYPE-ALLASOVE BOA -SOLO SOA .80.0 60.0 -602 00.0 -80.0 60.0 -60.0 80.0 $0,0 80.0 -80.0 80.0 •80.0 H&S C4+1 04+1 C6+2 04+1 04+1 C8+2 04+1104+11 CS+2 C4+1 04+1 C6+2 04+1104+1 C8+2 C4+1 C4+1 05+2 04+1 04+1 C8+2 04+1 04+1 C6+2 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 6 6 6 6 6 6 6 6 6 6 6 1 6 8 8 8 8 0 8 8 8 6 8 8 8 GLA887YPE-AL.LABOVE 60.0 -80.0 80.0 -60.0 60.0 -80.0 60.0 -80.0 60.0 -80.0 60.0 -60.0 80.0 -BOB BOA -602 H&S C4+1 C4+1 C8t2 04+1 C4+TC6+2 C4+1 C4+1 C842 C4+1 04+1 C6+2 C4+1104+1 C6+2 04+1 C4+1 C8+2 C4t1 C4+1 C8t2 C4t1 C4+1 C8+2 30 IQLASS JANE 10 10 10 10 1010 10 10 10 10 10 12 12 12 12 12 12 12 12 t2 12 12 12 P -HOOK b b 5 B 6 S 1 6 1 S 5 6 1 8 8 1 8 6 8 1 8 1 8 8 8 8 6 8 1 6 ABOVE 60.0 -80.0 00.0 .00.0 1 60.0 -60.0 60.0 -60A SOD •80.0 SOD -80.0 60.0 -80A 60.0 . 0.0 H&8 +2 C4t1 C4+1 (I+2 C4*1 04+1 06+2 C4t1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1MOOD 36 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 1 12 12 12 12 12 12 P --HOOK 6 8 6 6 6 6 8 8 8 8 6 8 8 8 6 7 7 7 7 7 7 TYPE-ALLABOVE 80.0 -804 80.0 -80A 80.0 -�.0 80A •80.0 80.0 -80.0 80.080.0 •60.0 �A -80.0 H&S C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 CB+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1+2 C4+1 C4+7 C,2 C4+1 C4+1 C8+2 42 JAMB 10 10 10 10 10 1010 10 10 10 10 10 12 12 12 122 12 12 12 12 12 12 P -HOOK 6 6 6 6 6 S 8 8 8 6 6 B 8 8 7 7 7 7 8 8 8 B GLASSTYPE-ALLABOVE 600 -80.0 60.0 -80.0 SOA -BOA 50.0 •60.0 60.0 460.0 80.060.0 -60.0 00.0 -80.0 H&8 04+1 04+1 C8+2 04+4 04+t CS+2 C4+1 C4+1 CO+2 04+1 04+1 CS+2 C4+1 C4+1 C8+2 04+1+2 C4+1 C4+1 C8+2 C4+1 C4+1C8+248 JAMS 10 1010 10 10 10 10 t0 10 10 10 10 12 12 12 12 12 12 12 12 12 12P -HOOK 6 6 6 8 8 8 0 B B 7 7 7 7 7 7 e B 8 8 9 9 9 LA98TYPE-ALLABOVE 60.0 -BOA SOD -BOA BOA 4)0.0 60.0 •60.0 C4+2 C6+2 C4+2 C4+2 C5t2 C4+2 C4+2 06+2 04+2 04+2 C5+2 [HS1"+2 64 J i0 10 10 10 10 10 10 101010 10 10P- 6 B 6 6 6 e 6 6 1 7 7 7 PANELS OVER 48" WIDE G ASSTwE-ALLABOVE 004 -mO 80.0 -SDA 604 450.0 -60.0 NOT AVAILABLE OVER 98" HIGH H&S C4+2 C4t2 06+2 C4+2 C4+2 C6+2 C4+2 C4+2 C6+ 04+2 C4+2 C8+2 JAN® 10 10 10 10 10 101 10 1 10 1 10 10 10 P -HOOK 8 8 B 8 8 81 7 1 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4° SILL. 2. WHEN USING THE 21/2' SILL, POSITIVE DP IS 45.57 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 50.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A, 3.21/2.3 IW AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM$ THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NOXOM)8, FL 34218 P.O. BQX 1828 NGKOWS, FL SON O= EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. OP SLL RISE (+) OB13N H30W LOAD FLUSH - I-Iff WA LOW - 2.1 +46.87 PSF NED-3.1/ +KOPSF 11M-4" +BOA PSF SMNOTES 1-3 DPAND SGD770 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 8 FOR 80' INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° OH LENGTH IOH LENGTH • OH• • • • • OW HEI1PH76 • HEIGHT • • • • • • • 410 t SEE NOTE 3 • • • • • • so • • • RAIL en_n _ 7•un • 8 a23 1 PGT0002 0,, L1141V 4fj a No. 58705 ED //SStONAI.��• • ///111111 01, A. LYNN MILLER. P.E. RE9 68706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURE AND ANCHORAGE -UN-REINFORCED-HEAWDUTYSTILE - HEAWOUTYASTRAGAL TABLE3. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER FLUS MERMED ATE ANCHOR CITY. PER PANE. H & S, >,IAMBANCHOR CITY. >RHOOKANCHOR OW. 04- 7/18' LAMINATED GLASS -(3116'H.S./SOP/3116'H.S.) Anchor Types: 04A - 911W LAMINATED GLASS- (114' HS. / SGP/ 1/4' H.S.) 1) •1/4' ELCO ULTRACON (FORMERLY TAPCON) G6 - 7/1 S' LAMINATED I.O.U. - (3(18' TEMP. /AR /3/1(• H.S.1 SGP! 3116' H.S.) 2) •114' SS4 CRETE -FLEX GOA - 7/18° LAMINATED LOU. - (1/4' TEMP.I AR/ 3118° H.S.1 SOP/3/16' H.S.) 3) %RW ULTRACON G7-7/18'LAMINATED GLASS -(311S'ANN. ISOP/ 3/16'ANN.) 4) V12 STEEL SCREW(06) 07A - 0118' LAMINATED GLASS - (1/4' ANN. / SOP/ 1/4' ANN.) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. GO - 7/18" LAMINATED I.G.U. - (3718' TEMP. I AR 131118' ANN. I SOP 1311(' ANN.) GOA - 7/16' LAMINATED LO.U. - (1/4' TW.I AR 13118' ANN.I SOP /3/18` ANN.) UNITHEIGHT 80 849 96 NOM. PANEL U FRAME U U U U U U U t] WIDTH N � M v N N •- M a N N � M y nj N � �1i M •t N GLASS TYPE-AL 90.0 -90.0 80.0 -90.0 90,0 -90.0 90,0 -9010 C8+2 08+2 C6+2 08+2 C6+2 C6+2 C6+2 C6+2 CS+2 C8+2 C8+2 CS+2 24 B 10 10 10 10 10 10 10 10 10 10 10 10 OK 6 5 S 6 6 6 6 5 8 8 8 8 GLASS TYPE-AL 90.0 -90.0 90.0 .90.0 90.0 -90A 90.0 -90.0 C8+2 C8+2 C8+2 08+2 C6+2 CS+2 06+2 C8+2 CS+2 08+2 C6+2 08+2 30B 10107010 10 10 10 10 70 K 8 6 6 8 8 8 8 6 7 7 7 7 GLASS TYPE-AL 90,0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -80.0 @ C8+2 C6+2 C6+2 08+2 08+2 C6+2 C6+2 C8+2 06+2 C8+2 CS+2 C8+2B 10101010 10 10100 10 10 70 10 K 8 8 7 7 7 7 7 7 8 ST 8 8 GLASSTYPE-ALLABOVE 90.0 -90D 90.0 -90.0 90.0 -90.0 90.0 .90.0 C8+2 C8+2 C6+2 C8+2 C6+2 C6+2 06+2 C8+2 CS+2 06+2 CS+2 CB+2 10 10 10 10 10 10 10 10 10 10 10 10 42 a 7 7 7 7 7 8 8 8 8 9 9 9 GLASSTYPE-AL80.0 -90.0 80.0 JJAMB -90.0 80.0 -90.0 SEENOTEA C8+2 C8+2 C6+2 C8+2 C6+2 C8+2 C8+2 C8+2 C6+2 CB+2 C8+2 C8+2 48 10 10 10 10 10 10 10 10 10 10 10 10 B 8 8 8 8 8 9 9 9 10 10 1 10 1. POSITIVE PRESSURES IN TA13LE ARE BASED ON THE USE OF THE 4° SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3114" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3.21/2°, 31/4°, AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 7/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMr THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. A.O. BQX tb%# NOKOMI3, FL 34Y14 90° OUTSIDE CORNER NOTE A +/- 90.0 PS. , - GLASS TYPES 4,4A, 8, 6A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE 7, TABLE 3A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH -1-1/2" WA LOW - 2-1/2° +46.87 PSF MED - 3.1/4° + 60.0 PSF HIGH - 4° 1 + 90.0 PSF SEF NOTES 1-3 90° INSIDE CORNER OH LENGTH IOM. PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8.25° Florida OVERHANG Nmaml Dado Product Contm) OH LENGTH •••OF;•i i i •• •- H � •• 11nuRI1 • HEIGHT •• • t • • �� y 4YNN k, • • • • %QYALerV • �� Oa'' •ENS (F� 'moi • I • • OR ORBATBR •� ¢�a� ; �\G S No, 68705 SEE NOTE 3 = �c NE Ilk- 000 uz l le ,AewQE• • • • • • • • • �� FLORIOP•' • �?� I.4LIjAfFlM SG® • £nnP .' : ' . •�'''sSroNAU IIr t j1` x NTS 8 a 23 PGT=2 C2 n.L PE.#dae7os P� • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 6 • • ••• • • 2. 1/4° ELCO SS4 CRETE -FLEX 3) 5/18° ULTRACON 4) #12 STEEL SCREW (G5) HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE S° FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON SHT. 11-12. JAMBS & P -HOOKS... 6" MAX- FROM BOTTOM AND 21" MAX, O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-16. FTHOSANCHORS PER PANEL" ARE 8' MAX. INTERLOCK ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3.5° CENTERLWE SEE CLUSTER DET., SHT. 11 CENTERLINE (. 8° E AT MAX. i "BETWEEN CLUSTERS OR THOSE TYP I q.061 BETWEEN A CLUSTER AND ° 4.Ob1' 0 0 FRAME JAMB OR P -HOOK. 2.04° " o 0 0 3.5" 3.6" -------------------------------------------- — - — - 24" MAX. O.C. 3.b" I EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL , 2 -TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL T)'P• (3) PANEL, 48"x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR — - – 24" MAX. O.C. EXTERIOR EXAMPLE OX -900 OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 81 MAX. • • • • • • • • 1� - • 4p57` 0 0 o s • • MIN ° 3.b° —► 2.04" SEE CLUSTER DETAILS, SHT. 12 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET16 OR P -HOOK ANCHO 0CHANGETHfSSHEET I —,- a2 NOXOMI3. FL 34M P.O. BQX 1638 NOKOMAq FL 34274 FLANS: I SERIES 770AUR41NUMSGai6EMF.' _l 800770 1 NTS 1 10 d 23 POT0002 the Florida • �`i`.•�GENSg•• • f 7k 140, 66705 SURE �� •'�v`' • �i� •'•. FCORIOP•' G' '910NA\ \\\ A. LYNN MILLER, P.E. P.E.$ 68706 • • • • • • • • • • • •• •• • • • •• •• C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER DETAIL BELOW SEE CLUSTER 2 C4 2 C4 2 04 2 DETAILS, SHT. 11 x1 1 x x x x x x x x x 6" MAX. ®x x xx x x x x x x S' MAX. ® 10" MAX. ® SEE NOTE ® MAX. x x z (10) 3.6' TYP. BELOW -� ® x = FRAME x 21' ANCHORS PER JAMB (7) P -HOOK ®® 14o ANCHORS x x� D.C. (SEE SHEET 13 FOR ANCHORS ® C e = P -HOOK INTERLOCK CENTERLINE ® ® ® ANCHORS x x CLUSTER O.C. ® MAX. x z SPACING e 10"MAX B' MAX. ®xx x x x x x x x x 8° MAX. x x x xl x x x z x - ►� 24' MAX. O.C. 3.8° TYP. 8" MAX, TYP' L— 90° CORNER EXAMPLE OX -900 OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 81 MAX. • • • • • • • • 1� - • 4p57` 0 0 o s • • MIN ° 3.b° —► 2.04" SEE CLUSTER DETAILS, SHT. 12 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET16 OR P -HOOK ANCHO 0CHANGETHfSSHEET I —,- a2 NOXOMI3. FL 34M P.O. BQX 1638 NOKOMAq FL 34274 FLANS: I SERIES 770AUR41NUMSGai6EMF.' _l 800770 1 NTS 1 10 d 23 POT0002 the Florida • �`i`.•�GENSg•• • f 7k 140, 66705 SURE �� •'�v`' • �i� •'•. FCORIOP•' G' '910NA\ \\\ A. LYNN MILLER, P.E. P.E.$ 68706 • • • • • • • • • • • •• •• • • • •• •• ASTRAGAL OR INTERLOCK INT. CENTERLINE 3.6 4.072 6.369 3 -TRACK. ASTRAGAL! INTERLOCK ANCHOR CLUSTER - 04 INT. 3.5 CENTERLINE — 7 fERLC -- cs INT. ASTRA AL OR INTERLOCK CENTERLINE 3.6 1.76 , _:I 4.051 2.0�40 y ! 1 7 1 2 -TRACK. ASTRAGAL / INTERLOCK ASTRAGAL OR INTERLOCK INT, CENTERLINE 3.5 2.040 4.072 4.Q49 3 -TRACK, ASTRAG / INTERLOCK ANCHOR CLUSTER - C6 ANCHOR CLUSTER - CS ASTRAGAL OR INT. INTERLOCK — CENTERLINE 7 3.6 4.049 2.04 3 -TRACK. ASTRAGAL/INTERLOCK ANCHOR CLUSTER - CS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. ASTRAGAL OR INTERLOCK INT. ASTRAGAL OR ASTRAGAL INTERLOCK INT. INTERLOCK OR INT. CENTERLINE CENTERLINE CENTERLINE 1.75 3.5 --► 3•b 3.6 PRODUCT REVISED os oamplyiog wilN Iha Flmida Idoiidlag Cada Accepterrcu.Uo. �. 4.046 2.040 2.040 E>:lwallanllata ( 2 —4.046 nay 2,040 5.368 bfi8m DOAoPr0d8sLConlml -, A ° • ••• • • • • • •• ttttllllrrirr 'le 4.051• • • • • • • • • • •• ��` q:.• ..DENSLc 4' 4 -TRACK. ASTRAGAL / INTERLOCK 4 -TRACK. ASTRAGAL / INTERLOCK 4 -TRACK. ASTRAGAL / INTERLCICIS • • • • • • • • • • C�: ANCHOR CLUSTER - 04 ANCHOR CLUSTER - C5 ANCHOR CLUSTER - C6 f No. 58705 JJ. 10/11/1 C NO CHANGE THIS SHEET 1070TEMOMOOYDRNE Noxonsspt94279 ANCHORA©E�FXAM�LEGLO T� • ••• • �•'• SATE ;'�� • 'SI '•�40RXDP.•' •rSJ . • �irS/ONAC-�o.eqx162a • 'IIlIl„t ��ams C2 NOCNANOESTOTHISSHEET °° •• • • . SERIES 770 AMMIN&M S0® NLMI • • • �7Z"194 NOK0. B!FL 94274 ® LYNN MILLER P.E. P.E 968708 aetnmce�tsme:craveRelics.A. 800770 NTS 11 d.23 PQT0002 C2 S • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXT ANCHOR CLUSTER - C4 2.04 INT. 3.869 ANCHOR CLUSTER - CS USED FOR C6 AND CO NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. tS �! PRODUCTRIEVISED 3.889 m mmPlying with the Florida Buildiug Codo Am .No ° EXT. exPimttmsuraoAjej 2.04 By - fru EXT• 3—.5 -- 3 -TRACK, 90° OUTSIDE CORNER SHOWN, 4 -TRACK 9D° INSIDE CORNER O l I I fill,, 3 -TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) 4 -TRICK. 90° OUTSIDE CORNER 81M 4 (O fgS4) • • • • • ,�� p ...... C -S ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER RMWIRED • • • • • • • • ''��cSNS' . FQ •• • • • • ••• • Q; �¢ �� AT ALL 3 -TRACK CORNERS A7 ALL 4 -TRACK CORNE S • • • • • • • �= * : No, 58705 •• ••• •• • • • • .� spa#Eos J.J. �i1/11 C NOCHANOETHt39kEET • • i • v C9 wiiw-Qw.w7oTEc�6vrnom nRrvE ANCHORAae. EXZ*LE CL S' E • ��'OFS; • FcoR�o? t� ; JR 01/23/14 G32 NO CHANQES TO TNS SHEET NOKOAAFL $4278 • • • • • : • • : : : �i� S�ON{\L �� POW*- U�nf poi SERIES 770 ALtWIN#JM SGD - dasnex nmrc 4--. NOICOMl8, Fl.34874 ® eMrArocet aeetx sert taa • A. LYNN MILLER, P.E. ggJp�pg StiD770 NTS 12 a 23 P©70002 C2 P.E.968705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 21/18" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 SEE CHART, SHT. 1 NCRETE SEE CHART, SHT.1 1" MIN. E.D. TYP. 21/18" O.C. 21!18' O.C. TYP 1" MIN. 21118" O.C. TYP. E.D. TYP. TYP. EXT. EXT. :.. +". % . ,^ .' .:: .y:..,�:. r• i': • , �. ,, a:' ,:. 1 318° MIN. —L o 13/8° MIN. SEE CHART ..' :•, ''::; s- .: SHT. 1 114" � � 914° EXT. <j MAX. MAX. 1/4" 114" SHIM SHIM MAX• MAK' EXT. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SHIM SHIM DETAIL A. 2 TRACK FRAME HEAD DETAIL B. 3 -TRACK FRAME HEAD NCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART SHT. 1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2 -TRACK FRAME HEAD DETAIL D. 3 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, \1X WOOD BUCK TYP., OTE 5 SHT.1 SHT.1 SEE ANCHOR NOTE 3, SHT.1 (114" MAX) 21118" O.C., TYP. SEE ANCHOR SEE ANCHOR NOTE 6 SHT.1 NOTE 5 SHIT. r (1/4° MAX) (1/4° MAX.) NCRETE EXT' }I 1 3/8" MIN. �T• 21/18° 1" MIN 1 3/8° MIN. ;":•': :: 7 ; • h . h:•, SEE CHART O.C., TYP. E.D.. : i... ? ...: s;; :; ..,..h;: SHT.1 TYP. 2x WOOD BUCK 1" MIN I EXI.:.�;; •; , , ....•' •. , ; 't..c•;•.i iy. DETAIL E. 2 -TRACK FRAME SILL 21/16" WOOD INSTALLATION +I TYP., O.C., TYP. E.D., SEE CHART, SHT. SEE ANCHOR TYP. DETAIL G. 2 -TRACK FRAME SILL NOTE 3, SHT.1 DETAIL F. 3 -TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE 1 SHT 1 1° MIN NOTE 6 SHT.1 2 1118"O.C., TYP, (114'MAX) /CONCRETE EXT.1 $.: • 'i: ' q .4 :: i ' .: •, SHT.1 2.1116"? ta:'v . '•�:�. a"•..i•:7 "• O.C., TYP. SEE CHART, SHT. 1 DETAIL H. 3 -TRACK FRAME SILL CONCRETE CONCRETE INSTALLATION SEE CHART, SHT.1 —I • —�I EXT. 21118" O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. DETAIL J, 4 -TRACK FRAME HEAD CONCRETE INSTALLATION SEE CHART SHT. 1 EXT. 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT.1 (1/4" MAX.) 1 318" MIN. ANCHOR TYP. SEE ANCHOR NOTE 2, SHT.1 DETAIL 1.4 -TRACK FRAME HEAD WOOD INSTALLATION PRODUCTREVISED as complying with the Florida WOOD ANCHOR TYP., BuildingOD& SEE ANCHOR NOTE 2, A;Ftanw No -01 SHT .1 ExplyditoAD e.!2 �1111r=.P. • 1'Ili T • • • : : DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION v7rsxaao 3'm ANCHORAG@ •TA•S • : : : nroKor6s FL3Q276 SERIES 770 AWMNAl1 SGP. LMi • • P.O. BSjX 1628 sefmfkae J' meet �� F NOKOMfB, 8.84274 ® 80D770 MTS 13 23 PQT0002 `i1i1111111, /Z 4 �:' '•. it • = t4o.58705 PboRo IL 41 A. LYNN MILLER, P.E. 2 P.EA68705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21/18" O.C., TYP. SEE ANCHOR NOTE 5, SHT.1 (1/4' MAX.) �4 " w EXT. ' ! . i• 1�'•.a • !• -b,`, .r1'•., !+:°w SEE CHART, SHIT 1 DETAIL L, 4 -TRACK FRAME SILL 1 31W MIN. - 1/4" MAX. SHIM -+ EXT. WOOD ANCHOR TYP., SEE►I ANCHOR NOTE 2, SHT.1 1/4" MAX. SHIM — SEE CHART EXT. SHT. 1 21/18" O.C., TYR CONCRETE INSTALL AT ION CONCRETE ANCHOR 1° MIN. TYP., SEE � 1 3/8° MIN. ANCHOR 1/4' MAX. SHIM I I NOTE 1, EXT. I SHT.1 WOOD 1° :• ANCHOR MIN. TYP., SEE ' ANCHOR 21/18° DETAIL O, 4 -TRACK FRAME JAMB NOTE 2, SHT.1 O.C., TYP. CONCRETE INSTALLATION 2X WOOD 1 31W MIN. BUCK /4° MAX SHIM I SEE EXT ANCHOR 18 NOTE 3, DETAIL N, 2 -TRACK FRAME JAMB 21/" O C 10SHT. 1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR DETAIL M. 4 -TRACK FRAME JAMB NOTE 2, WOOD INSTALLATION WOOD FRAMING SHT. 1 P -HOOK MOUNTING ADAPTOR 13/8'MIN. ANCHORS LOCATED MID -SPAN a BETWEEN P -HOOK INSTALLATION ANCHORS 1" MIN. 1' MIN. 1/41 MAX. SHIM -+ EXT. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART —1 2.04" ';•:.: 1//44""MM AX. SHIM - SEE CHART EXT. SHT.1 SEECHARTI CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 WOOD 1° :• ANCHOR MIN. TYP., SEE ' ANCHOR 21/18° DETAIL O, 4 -TRACK FRAME JAMB NOTE 2, SHT.1 O.C., TYP. CONCRETE INSTALLATION 2X WOOD 1 31W MIN. BUCK /4° MAX SHIM I SEE EXT ANCHOR 18 NOTE 3, DETAIL N, 2 -TRACK FRAME JAMB 21/" O C 10SHT. 1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR DETAIL M. 4 -TRACK FRAME JAMB NOTE 2, WOOD INSTALLATION WOOD FRAMING SHT. 1 P -HOOK MOUNTING ADAPTOR 13/8'MIN. ANCHORS LOCATED MID -SPAN a BETWEEN P -HOOK INSTALLATION ANCHORS 1" MIN. 1' MIN. 1/41 MAX. SHIM -+ EXT. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART SHT. 1 SEE CHART SHIT. 1 21118° O.C., TYP. --2X WOOD BUCK SEE ANCHORY+ i r> NOTE 3, SHT. 1 SO 21/18° DETAIL R, 3 -TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION SEE CHART, SHT.1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK DETAIL Q, 3 -TRACK FRAME JAMB INSTALLATION ANCHORS RonucrrePt SED WOOD INSTALLATION '_.:! .; ^t w ; f�' , '� -� -CONCRETE / MASONRY s complying:vn;. tiro Florida (GROUTED BLOCK ONLY) 4afldingcocic 3, ,•J•� ;; oeoptanouNo,,�,. 1 314° MIN. •• a, SEE CHART, 11/4 M i SHIT. E.D. • c ' 4n to 41WOOD ANCHOR ` • • • • • • • • • • • \``�t I I u i 11111Wd 777 SEE ANCHOR NOTE 2, SHT. 1. rSEE ANCF-)R�=E $ S �� 0 • • •..., ANCHOR QTY. FROM TABLES ' ANCHOR QTY• FROM•TA E e • • � �g ' ENS& ••, P 2.883° MIN. 13, SHTS. 7-8 PERTAIN TO • • 3 �t ; is •13, S�T,�y•l�-B�P�RTAIN TO EXT. THIS ANCHOR LOCATION, THIS ANROR MCAT18N, • • • No. 58705 2.883° MIN. _- DETAIL S. WOOD INSTALLATION HDETAIL T, P-OOK CONCRETE INSTALLATION • 000 • • • E0 J.ftwor. ANCHORAG�BETAdS • • • r'®F ..... J.J, fOH1H1 C NOCHANOE INlSSHEET • • • • • • • • �r F wma� 1070TEChWOLOGYDRW A • •• • • • s•,is'`I/ONA� JR 01/29/14 02 NO CHANGES TO TIM SHEET NOxW.FLS4278 • • • 774rlllItttt�� rasgxrsa5 SERIES 7701�31.'OiMIAM1M SG®e LMf • • • atmm ame meolM Oaic NOxOMl8, FL 54274 QfLo7�dit seN: o•.wnm 1¢w: A. LYNN MILLER, P.E. SMC oavm SGDM BITS 14 a 23 PGT0002 C2 P.E055705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • —� 2.04" ';•:.: SEECHARTI SHT 1 t 21118° 4.051" O.C., TYP. MIN. b O.C. 3.5° '�'' ii; TYPICAL JAMB CLUSTER FOR DETAILS M.N.O.P.Q&R SEE CHART SHT. 1 SEE CHART SHIT. 1 21118° O.C., TYP. --2X WOOD BUCK SEE ANCHORY+ i r> NOTE 3, SHT. 1 SO 21/18° DETAIL R, 3 -TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION SEE CHART, SHT.1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK DETAIL Q, 3 -TRACK FRAME JAMB INSTALLATION ANCHORS RonucrrePt SED WOOD INSTALLATION '_.:! .; ^t w ; f�' , '� -� -CONCRETE / MASONRY s complying:vn;. tiro Florida (GROUTED BLOCK ONLY) 4afldingcocic 3, ,•J•� ;; oeoptanouNo,,�,. 1 314° MIN. •• a, SEE CHART, 11/4 M i SHIT. E.D. • c ' 4n to 41WOOD ANCHOR ` • • • • • • • • • • • \``�t I I u i 11111Wd 777 SEE ANCHOR NOTE 2, SHT. 1. rSEE ANCF-)R�=E $ S �� 0 • • •..., ANCHOR QTY. FROM TABLES ' ANCHOR QTY• FROM•TA E e • • � �g ' ENS& ••, P 2.883° MIN. 13, SHTS. 7-8 PERTAIN TO • • 3 �t ; is •13, S�T,�y•l�-B�P�RTAIN TO EXT. THIS ANCHOR LOCATION, THIS ANROR MCAT18N, • • • No. 58705 2.883° MIN. _- DETAIL S. WOOD INSTALLATION HDETAIL T, P-OOK CONCRETE INSTALLATION • 000 • • • E0 J.ftwor. ANCHORAG�BETAdS • • • r'®F ..... J.J, fOH1H1 C NOCHANOE INlSSHEET • • • • • • • • �r F wma� 1070TEChWOLOGYDRW A • •• • • • s•,is'`I/ONA� JR 01/29/14 02 NO CHANGES TO TIM SHEET NOxW.FLS4278 • • • 774rlllItttt�� rasgxrsa5 SERIES 7701�31.'OiMIAM1M SG®e LMf • • • atmm ame meolM Oaic NOxOMl8, FL 54274 QfLo7�dit seN: o•.wnm 1¢w: A. LYNN MILLER, P.E. SMC oavm SGDM BITS 14 a 23 PGT0002 C2 P.E055705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • WOOD FRAMING P -HOOK MOUNTING 1 31$'MIN. P -HOOK MOUNTING ADAPTOR SEE CHART, SHT.1 /-CONCRETE / MASONRY ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY) ADAPTOR ANCHORS o BETWEEN P -HOOK '' ' �; :. +iii • t t '.:.: ,s LOCATED MIDSPAN't•;�' 1":k �;�r"•.oc.. INSTALLATION ANCHOR3 : t: • r 1..u, _ ,+. r' : :,.. BETWEEN P -HOOK '�:I.•, •t:::r•:;:',,.1'•.•• '•t; .. INSTALLATION ANCHORS •" • / •? .,•; •SEE CHART, SHT.1 1" MIN. 1 314" MIN. 1 114 I . > f,: `.: r; • ' '�;`:"r; WOOD ANCHOR SEE ANCHOR NOTE 2, SHT.1, ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION fii rI -, 11 Pa m-----q---------I a i i PANEL i u PANEL TYPE �u TYPE jig 'A' I a 'QS' I I 111 ee 11 111 A a 11 NOTE 11 1 nl II1 II 1 to eE a III 10 II III 111 1 a 1 1 in 11 n 11 e * el a 4" a I1 I I e in 1 I I L --------A 0:. seed 1 645,=� nssea�b> s �e n e� J PANEL PANEL TYPE TYPE 'AS' 'K' SEE NOTE 3, SHT. 16 � a DETAIL V, SHT.18, ANCHORAGE DETAILSW &'C', SHT.13 B DLO WIDTH = NOM. PANEL WIDTH -7" DETAIL'U', SHT. 18, DLO HEIGHT= NOM. PANEL HEIGHT -8.26' ANCHORAGE DETALS'E'(V gig, ••• • i+uLWl- • • •• 0��tiltllltttt��i 0 0 &'G', SHT.13 • • • • • • • • XX -80 CORNER -XX (2 TRACK INSIDE 90 CORNER) INT.• fir, ��cEr�sF .FP 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES • • • •� •nE �� ` ET }L • • Tlc • • 000 • • • 4•,: zk : {40, 58705 _ HORIZONTAL SECTION B -B S ATE 0 ANCHORAGE%F.TA1tS1 • • • •VAT i o..... "k • • • • see 1//&/!oNAL�r�`. LF SERIES 7700 AGNfJ�il SGD�LfMI • • • sQD770 NTS 16 ^' 23 PGT0002 C2 A. LYNN P.E.0 58705 P.E SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, I I 2.693' MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION ) X 1.50' PH SMS PANEL CORNER DETAIL DETAIL -EE', SHT.19, 118 X 1.00' ANCHORAGE DETAILS'N' PH I 'BB', SHT.19 EXT. i- DETAIL'KK', SHT.20 PRODUCT REVISED w complying mill Ilse Florida Folding Code R4- � r. -y nromms,R.34276 NOXOMs els, FL aN' 34274 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DETAIL'W, SHT. 19 DETAIL 13B', SHT. 19 DETAIL'FF', SHT. 19, DETAIL 'V', SHT. 18, ANCHORAGE DETAIL'N' & DETAIL'EE', SHT. 19, P, SHT. 14 ANCHORAGE DE & P',, SHT. ANCHORAGE SHT. 144 DETAILS A'& 'C', SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL TYPE TYPE 'A' TYPE 114 I 'L' IN. 'P SEE PANEL PANEL a NOTE '-✓ POCKET ETAIL EE', SHT. 19, 3 % a� / a O X X X MAX. HT, SEE DP TABLES DETAIL'CC', SHT, 19 DETAIL TIS', SHT. 19 ?DET�L'DDI, SHT. 19, DETAIL'AA', SHT.19, ANCHORAGE DETAILS'U ANCHORAGE DETAILS W & T, &'R, SHT. 14 SHE 14,'MM' &'NN', SHT. 16 MAX HT. SEE DP TABLES DETAIL W, SHT. 18, ANCHORAGE DETAILS'B' &'D', SHT. 13 DETAIL'U', SHT. 18, SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER OXXX {2 TRACK) &'G', SHT. 13 CONSTRUCTION DETAILS SHT. 16 EXAMPLE DETAIL'CC', SHT, 19 DETAIL TIS', SHT. 19 ?DET�L'DDI, SHT. 19, DETAIL'AA', SHT.19, ANCHORAGE DETAILS'U ANCHORAGE DETAILS W & T, &'R, SHT. 14 SHE 14,'MM' &'NN', SHT. 16 MAX HT. SEE DP TABLES DETAIL W, SHT. 18, ANCHORAGE DETAILS'B' &'D', SHT. 13 OXXXP (3 TRACK RIGHT POCKET) DETAIL W, SHT. 18, EXAMPLE ANCHORAGE DETAILS'P &'H, SHT. 13 NO CHANGE THIS SHEET 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-16 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT - 8.26° 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. NOKOMl$ FL 84276 R0.8QX1828 NOXOMIS; FL84274 PANEL PANEL PANEL ANCHORAGE DETAILS W PP====___� PANEL PANEL PANEL TYPE TYPE TYPE TYPE 114 R' 'L' IN. 'P PANEL i e PANEL i PANEL PANEL a NOTE '-✓ POCKET ETAIL EE', SHT. 19, J % TYPE / UNDER SEPARATE SEE ee it APPROVAL NOTE &'P',SHT, 14 3 a b a DETAIL'BB', SHT. 19 O X X X le ee el OXXXP (3 TRACK RIGHT POCKET) DETAIL W, SHT. 18, EXAMPLE ANCHORAGE DETAILS'P &'H, SHT. 13 NO CHANGE THIS SHEET 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-16 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT - 8.26° 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. NOKOMl$ FL 84276 R0.8QX1828 NOXOMIS; FL84274 XX -90* CORNER -XX (2 TRACK DETAIL V, SHT. 18,' HORIZONTAL SECTION A -A ANCHORAGE DETAILS'E' 90°OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 �-rm."U. 'B', SHT. 19 R H', SHT. 19, DETAIL'Z', TAB-SSHT.18, ANCHORAGE DETA0.S'M ANCHORAGE DE'P) &'O', SHT. 14 &'J', SHT. 13 PANEL PANEL PANEL PANEL ANCHORAGE DETAILS W PP====___� — TYPE ,M, ,F, P &'C', SHT. 13 IIP—==a---9 6'-------- 114 PANEL i e PANEL i PANEL PANEL a NOTE '-✓ W ETAIL EE', SHT. 19, TYPE ee TYPE eI TYPE TYPE X 14,••X • ANCHORAGE DETAILS'N' ee it 7C &'P',SHT, 14 MAX. / HT. SEE DETAIL'BB', SHT. 19 le ee el DP i i o oe SEE TABLES DETAIL 'JX, SHT. 20 II 10 II NOTE e ea eI 3 E> a INT. i�anannan ia�nnnn�a�-1 EXT XX -90* CORNER -XX (2 TRACK DETAIL V, SHT. 18,' HORIZONTAL SECTION A -A ANCHORAGE DETAILS'E' 90°OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 �-rm."U. 'B', SHT. 19 R H', SHT. 19, DETAIL'Z', TAB-SSHT.18, ANCHORAGE DETA0.S'M ANCHORAGE DE'P) &'O', SHT. 14 &'J', SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,M, ,F, P 114 SEE NOTE '-✓ W <3 X X X 14,••X • MAX HT. SEE DP TABLES • •• DMi4AY',•%Ht 1C :�: XXXX (4 TRACK BY-PASS) • ANCHORAGE DIWAILSW • • EXAMPLE SHT. 13 &'L', SHT. 14 EXAMPLE EL ATI • S i • SERIES 770 qld MINM SGq EMP • ® SGDY o NTS 6 -23 "PGT0002 C Nloddo .. A�••�%GEN4''. F,P 'moi e^ No. 58705 sr =� Si'(elo�� X LYNN MILLER, P.E. P" 68705 ••• • • • • ••• • • • • • • • • • • • • SILL RISERS OPTIONS 21 19 2.666' EX.I- 1.687' EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER 18 EXT. 1.667' FLUSH FLAT SILL RISER 20 2.666° EXT. LOW FLAT SILL RISER 23 3.306' EXT. MEDIUM BOX SILL RISER 22 3.306' 1 EXT. _.J. MEDIUM FLAT SILL RISER 24 4A66' EXT. j HIGH BOX SILL RISER 25 COW EXT. HIGH FLAT SILL RISER FIXED PAN. SHOV FIXED PAP SHO' IXED PANEL' SHOWN EXT. G] EXTERIOR INTERIOR [� (ALL VERT, SECTIONS) GHEAD— DETAIL E W SCREEN AT SILL Rmide 113 E& ' 113 • • • • • • • • • • •• \ � 5NW& 6 5 • tt :: 11: =11 , ` • • ••;' No. 58705 DETAIL'U' DETAIL W DETAIL Y _ :gyp'. sT TEo •'•. r�i 1oHrirr C NOCHANGETHISSHEET T/CAL:SECT18 A S • •. libmw.axc JR 01i13l14 15Z C2 NO CHANGES TO THtS SHEET f07O7EC1iNOLOQYORNE NOKOMIS, FL sam m • • • • • ; • • '.� FLORtOP•'• (j '� �` � '��i;S,s'IONAI �• �� ttrac roe leas NOXO� R 34274 ® SEMIS 7 OALU ! il�St•D - L1%JI A LY W.E. aae uotat —N s •�upex. • • RG sm, 09IMS, run socno NTS 98 d 23 PQr0002 cz .E.068M P�xr STANDARD ASTRAGAL DETAIL'SB' HEAVY DUTY ASTRAGAL AND STILES 14 6 60 OR 61 103 113 18 DETAIL'EE' S p AT MIDSPAN DETAIL'DD' (I'VED PANEL) UC IAIL 11L' NO 4 INTERIOR (ALL HORIZ. SECTIONS) 0 EXTERIOR 14 5 800R81 113 108 105 AT MIDSPAN DETAIL'FP (FD(ED PANEL) `ITEM 61 SHOWN, ITEM 80 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-8 FOR DP (PSF) ASSOCIATED WITH STILE as eqx was N01COMf3, FL34R74 DETAIL'HH' AT JAMB •• 113 tea •• • • i • • • • • ••• ••• ••i NA;�IID��I • • •• YOONZONTi4L ssaxiy i3irwLS • • • • r• •+—�� SSFiiS 7VALL! t j4 iD* Lilt sw?7 a a awrona • acrnmso NTS 18 d 23 PGT0002 ••• • • • • ••• • "v �N.•... .... . `� �'�� •' V\GENS$ '• F'Q ' No. 58705 ' i 7TE. d� • �1�: Fco ;�/ONAt - b LYNN MILM P.E. P.E.A 68705 5 7 11 REVISED g eilh the Florida DETAIL.'JJ' 'D€T L'�I�K'•.::.•• �t1YNNll . .�` �.°`'•• NSF ��F�a�'�: (90a OUTSIDE CORNER, 2 -TRACK SHOWN) (90o INSIDE CO[N. Es. 3.SRA �(•$I�OWN) ?' No 58705 � +� = 1 t •''. SATE J.J. fOnv11 NOCHANOETH/99HEET HORIZONF•i11L SE1:Tl;► AILS• RN�RS ";�.c�' •.• F ` ` Br• — ,r C2 f070OMM,LL3VOR7V✓? _ aza.,eR�, fa NocHaNOEsro7HrssxEEr "'°Ka"'8"s'Y'65 SERieiS 7 ALU I IIAA�.SC4D 0Ll4fl : : • � P.O. BQX f828 tlt GhiFft OaSi CeeEUA Ganz NOKOW,, FL XV4 were�aret 6�r BEne GrtWpAp • • A. LYNN ANKLE' P.E. sMC �l08/08 R✓A SOo7m NTS 20 23 POT0002 C2 P.E.353705 ••• • • • • ••• • HEM POT Dxg. # ITEM POT Dwg # POT. # DescAplbn 17325 81732b PANEL STILE 8t 17328 817328 1 17308 817306 1 -TRACK HEAD INTERLOCKADAPTOR 63 1716 BTP248 VINYL BLOBWSTP.-7HINpNSIDEINTEHLOCK) 84 1729 2 17303 817303 HEADWITH SCREEN WAIL3 877328 INTERLOCK SCREW COVER 67 17329 817328 ASTRAGAL 88 17339 17309 817309 -TRACC HEAD4 17324 817324 TOPlL BOTTOM RAIL 70 17359 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED] 71 97312 817312 7RACKHEAD5 72 8153 769b3% TANDEM ST. STL ROLLER AM. 73 8163 78163N TANDEM NYLON ROLLER ASSY. 17314 817314 RAME SCREW COVER8 DOW8990R995 75 8185 T8186X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 78 71032X1FPFX #1032 Xt° FL SS SCREW Wl TYPE 'P TIP 17317817397 197 RAMEHEAD/JAMBADDAN7 1032 STEEL DNC U•NUT 78 17358 817358 3✓18 8, ll4 OGEE BEAD HORIZONTAL 79 17357 817357 17304 817304 SILL 847359 7N8 BEADHOPoZONTAL 81 17380 877380 8'16 BEAD HORIZONTAL ffi 8 17301 81730! 2 -TRACK SILL WITH SCREEN RAIL IGTAPE V2'7C 1118° SWOLE SIDE ADHESIVE TAPE FOR 10 BEAD 9 77307 817307 3-TRACdt SILL 10 17310 817310 4 -TRACK SILL 11 17313 817313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREENADD-0N 13 17318 817316 FRAME SILL SCREEN ENOADDAN 14 17305 817305 TRACIC.NMB 15 17302 817302 2 -TRACK JAMB WITH SCREEN NAIL 18 17308 817308 3•TRACKJAMB 17 17311 617311 4•TRACK .WM B 18 77322 817322 SILL RISER • 0 79 17319 817319 S9.LR6ER-OHOLLOW 20 17321 647327 BILL RISER -LOW FLAT 21 17318 817318 SILL RISER -LOW HOLLOW 22 17355 817365 8A -L RISER -MED FLAT 23 17354 817354 SILL RISER • MED HOLLOW 24 17320 617320 S91R�ER-FOGHHOLLOW 26 17323 817323 SILL RISER - HIGH FLAT 28 17333 617333 POCKET DOOR P•HOOK 27 7070 87070 NEOPRENE BULB WS'TP FOR P -HOOK 28 17334 817334 POGO=.TDOOR P•H�KMWNT � 17335 817335 P-HOOK 30 17346 817948 POCKFTDOOR P-HOOKWR80XPo8ER OPTIONAL PARTS (NOT SHOWN IN DRAWING) 40 4319 612258 SCREEN SIDE RAIL -LOCKSIILE 41 7LOCKWOSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 812266 CREEN TOP RN1L 48 4318 812257 SCREEN BOTTOM RAIL 47 868 78RAZ STANDARD ROLLER 48 868 7SRA% STANDARD ROLLER •BZSTL 49 4344 64344 SCREEN ASTRAGAL 60 77349 817348 074)SCREENASTRAOALADAPTER PRODUCT REVISED. % file Flodda 51 1892 81892 SCREEN SPLINE -.165 viceplaltdin Cado cceplenca No 52 63 1894 81894 81618020 SCREEN SPLINE -.150 SCREEN CLOTH irmioal?m /2025 54 1725 112'x 4' x 1116' Slll'MO BLOCK --/Celli a By 55 1728 1° X4° X 1418° BITTING BLOCK aW Dada Pm 60 Can W 202 GU\S9 7118 tAMWATED FIT•Hi PVB 203 GLASS ill=TED HT -HT FNB • • • • ,�� O� ....... • 204 flLA83 7/18LAMWATEDHT-HT SOP • • •• ��•' V10ENgLc'••�F•fr 205 GLASS 9116 LAMINATED l • • • N0.58705 NOTE: ALL ALUMINUM = 6063-T6 .: ISATE • • JJ 10/11/11 Cxa C NO CHANOETH188HEET 1070 7E01040LOOYaRNE N6XOM18 FL 8427. f40X0201f X� 84Y74 R (( • • • • • • • • • • • • • • • pyy,Q,e barx m°st OYnYp•x • • R� LAI/ 8017770 NTS 21 d 23 PGT0002 C2 �0�� FL R pP, ' �j��` '� /SS/� ��, �• Hfill'0 A LYNN M61ER, P.E. P.E.# 66706 ae i>• s JR 17023/14 C2 AOOEOG 88 PARM214-217 oo� a• tmeolea aur 8MC 08/8b/99 RJA HEM POT Dxg. # POT. # OescdpUon . 64 17325 81732b PANEL STILE 8t 17328 817328 PANEL STILE (HEAVY Wnj ffi 77327 817327 INTERLOCKADAPTOR 63 1716 BTP248 VINYL BLOBWSTP.-7HINpNSIDEINTEHLOCK) 84 1729 71728 SILL END WFATHERSTPoP PAD H6 17328 877328 INTERLOCK SCREW COVER 67 17329 817328 ASTRAGAL 88 17339 817338 HEAVY Dun ASTRAGAL 69 17324 817324 TOPlL BOTTOM RAIL 70 17359 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED] 71 1685 71695 7 112° X 1"X314"HIGH FIN SEAL DUST PLUGS 72 8153 769b3% TANDEM ST. STL ROLLER AM. 73 8163 78163N TANDEM NYLON ROLLER ASSY. 74 114 SILICONE DOW8990R995 75 8185 T8186X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 78 71032X1FPFX #1032 Xt° FL SS SCREW Wl TYPE 'P TIP 77 197 7103239 1032 STEEL DNC U•NUT 78 17358 817358 3✓18 8, ll4 OGEE BEAD HORIZONTAL 79 17357 817357 1" 10 BEADHORIZONTAL 80 17359 847359 7N8 BEADHOPoZONTAL 81 17380 877380 8'16 BEAD HORIZONTAL ffi 1224 8TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE V2'7C 1118° SWOLE SIDE ADHESIVE TAPE FOR 10 BEAD Hi -FIT SOP HEM POT Dxg. # POT. # OescdpUon . 64 17325 81732b PANEL STILE 8t 17328 817328 PANEL STILE (HEAVY Wnj ffi 77327 817327 INTERLOCKADAPTOR 63 1716 BTP248 VINYL BLOBWSTP.-7HINpNSIDEINTEHLOCK) 84 1729 71728 SILL END WFATHERSTPoP PAD H6 17328 877328 INTERLOCK SCREW COVER 67 17329 817328 ASTRAGAL 88 17339 817338 HEAVY Dun ASTRAGAL 69 17324 817324 TOPlL BOTTOM RAIL 70 17359 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED] 71 1685 71695 7 112° X 1"X314"HIGH FIN SEAL DUST PLUGS 72 8153 769b3% TANDEM ST. STL ROLLER AM. 73 8163 78163N TANDEM NYLON ROLLER ASSY. 74 114 SILICONE DOW8990R995 75 8185 T8186X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 78 71032X1FPFX #1032 Xt° FL SS SCREW Wl TYPE 'P TIP 77 197 7103239 1032 STEEL DNC U•NUT 78 17358 817358 3✓18 8, ll4 OGEE BEAD HORIZONTAL 79 17357 817357 1" 10 BEADHORIZONTAL 80 17359 847359 7N8 BEADHOPoZONTAL 81 17380 877380 8'16 BEAD HORIZONTAL ffi 1224 8TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE V2'7C 1118° SWOLE SIDE ADHESIVE TAPE FOR 10 BEAD 100 8052 48052 ROLLER AD). HOLE PLUG 101 LAMINATED IO V4T-7/781AM@U1TED Ni -HT FVB 72087 MBBUMPER 102 1698 71898 DUST PLUG 103 8188 78188X 1' KEEPER 104 853 7SDKEEP SCREEN LOCK KEEPER 105 17344 817344 F04=•O PANEL (XJP-6°LONO 108 17352 817352 EXD=PoOR FRED PANEL RETAINER 107 1739 71739 HANDLE TOT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KH- RAISED EXTERIOR HANDLE 109 1731 78182SN HANDLE KIT-RECESSEDINTERIORWifH7HUMBTl1RN !t0 1732 78178 HANDLE KD'-RECE3&EDEJQERK)R PULL 111 710K14PP3 #10X3/4" PH. PN. TEK -S.S. 112 1235 87518 WSTP,.ZlOX.770-flNSEAI 113 1712 84086 .187 X.23D FlNBEAL 114 710XIt6PPX #40X1112" t15 T10XPPT #10X1• 116 720XiX #14.20Xt'ST.8TL 197 720X112X #14.20 X 1.5° ST. STL 118 17338 8173;18 CORNER RECEIVER 119 17337 817337 OLRSIDECORNERAS7RAOAL 120 173;18 8117338 INSIDE COMER ASTRAGAL 210 GLASS IAMINATE01Gy18T-7/18LAMINATEO HT -HT 211 GLASS LAMINATED IO V4T-7/781AM@U1TED Ni -HT FVB 212 GLASS LAMBNATED103118i-7I188WIONPf5p4iT- 213 GLASS LAMINATED 10 ll4T • 711 O4ATE0 M-HP80R+ • • 214 GLASS 71181AMINATEDANN•ANN OP • • • • 2t5 GLASS 8'18 LAMINATED ANN -ANN SflP • • 218 GLASS LAMINATED IOS'18T-7/ N-ANMSOP • 217 GLASS IAMINATEDI0U4T-7118LAMWATEOANN-ANN SOP • • • • • ••• • • i i •i• ,•••i i i•••i 1.03" 0.32" �0.7180°.050 0.082 0501 0.778" 082 0.284d 0.83° ]-1060 °0.7620.289° 0" 0.080° 1.003" 0.767 0.060" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CUP (65) MATL:6063-T8 (b) MAT'L:W63-T8 (78) MAIL:6083-T8 (11)MAT'L:6063-T8 (79)MATL:6063-T8 (1 5)MA� T'1.:W53-T8 3.802° --y 0.762- 1. 163" .752°1.163" 0.885" 0.233" 0.082° T P -HOOK SCREW COVER (29) MAT L: 6063•T6 0.080" P -HOOK FOR BOX RISER }�-- 3.802 (30) MAT L• 6063-T6 STANDARD ASTRAGAL J( III (87) MATL• 8083 -FB 4.12b° 4 0.574° 7- 0.082" r 0.075° 0.062 1}° 1.8° P -HOOK (26) MAIL: 8083-T8 3.126° 3.26° STANDARD STILE TOP/BOTTOM BOTTOM RAL (60) MAIL: 6063 -TS (69) MAT'L: 8063-T6 1.872 0.232 3.979" taf.075- F-r r--G-1 J� �° _J1I__11, 41.739*V Q82" 0.700" 1.1 .650° FIXED PANEL RETAINER INTERLOCK (108) MAIL: 8063 -TB (82)MATL: 808346 0.281° --I 1 -- HEAVY HEAVY DUTY ASTRAGAL (68) MA7L• 8063-T8 L-1--- 4° 0.133° 1.8° 3.12b" -rl HEAVY DUTY STILE (61) MAIL: 6063 -Te 2.3D4" 1.845° 0.7E 0.082° P -HOOK MOUNTING ADAPTOR (28) MAIL: 6x83 -T8 0.760° jam- 0.750° 0.062°1019° 1.46i SCREEN STILBI � 0'232 0.082 0.062 (40) MATL: 6083-T8 0.062° 0.760° FLUSH FLAT SILL RISER 0.232° (18) MAIL: 6063-T6 0.232" 0.062z" 0.808° 4.066° 3.305" 3.955° 3'206" 2.555" 0.062° 2465" •• ..• • . . . • • • • • 0.062° �ILJ • 0.082°• -•+IH- • 0.0;. • �fi HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MAIL: 6083-T6 (23) MAIL: 8083 -TB (21) MAIL: 6063-T8 19) MAT'L: 8083 T6 (20) MAIL: 6063-T6 (22) MAIL: 6083-T8 (25) MAIL: 606&7T6 0/11/11 R C NO CHANGE THIS SHEET E}(•( • SI'f�NS i i i • • • • • Rmw 10707ECHAMOGYORM, JR 01123/14 C2 NO CHANGES TO THIS SHEET ROXOMf8,FLSW5 S6Aik�S 72QALU1, • M �D- LR/11: P.O. , 1828 bti3reeaa yy" ceae" oe ty1& • rtes carr. namr,ma � SOD770 AITS 22 d 23 POT0002 � ••• • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • •• •• ••• • REVISED a ui1G Eta Hurfda RMN�i � ��• ,. �,\CENSE .• F,p i ' No.58705fAl- '_ - 0, WAPEO 1/1111111, A LYNN MILLER, P.E. P.E.O 68705 5.089" • • 6.562" ••• 7.105° • • • •• 1.505" • • • • • • • • 1.505" • • • • •• •• JM 1" • • 0.081° 0.060" 2 -TRACK HEAD 4 -TRACK SILL (1) MAT L: 6D63 T6 (10) MAIL: 6083•T8 6.198° TI -Te -TIT, � tsu 1.211° 0.081" 2 -TRACK HEAD W/ SCREEN TRACK 2 MAT'L: 6063 T6 8.528" 1.60b° 0.080" 3 -TRACK SILL (9) MATT. 8083-T6 () • • 6.221" ••• 7.105° • • • •• 1.505" • • • • • • • • ••• • • • • •• •• ••• • • 1.211" 0 2 -TRACK SILL WI SCREEN TRACK 0.081" 8) MAIL: 6063-T8 3 -TRACK HEAD 131 MAT'L• MOMS -TM 9.142' 1.211° 4 -TRACK HEAD 0.081" � i "" -: n- 1, (4) MAT'L: 6083-T8 8.829° 1 1.6" 1.6" 1 i H- [ 4 - INSIDE CORNER ASTRAGAL (120) MAIL:6083-T6 1.04b" 1.893° 0.062" SCREEN TOP RAIL (45) MAIL: 6083-T6 0.875° 1.993° 0.062" SCREEN BTM. RAIL (46) MAIL: 6063•T6 4.49" 1.606" 0.080" 2 -TRACK SILL (7) MAT'L: 8063-T6 2.893° OUTSIDE CORNER ASTRAGAL (119) MATL:6063-T8 P.O 8v 1818 MOKOh99, R. 34274 1 36• 0.081° 5.069' 2 -TRACK JAMB (14) MATL: 6083-T8 0.081" - • • • •• ••• •• • • • •• CORNER RECEIVER 4 -TRACK JAMB (118) MAIL: 8083-T6 {17) MAIL: 8083 T6 • - y r F_X�'RUSi( NS • • • • • • r I moe • I e�n�d� �>tY•n � � �euw�e.�e�n • � A�i� • • • 9.141" SGD"O I NTS 1 23 d 23 1 PGTIM2 ••• • • • • ••• • • • • •• • • •• • • • • • • • • ••• • • • • •• •• ••• • • 2 -TRACK JAMB W/ SCREEN TRACK (15) MAIL• 6063-T6 8" Y LYNN �� Qat, ' �GENSF' • :`?' �� 11 ��Q• GtfAEE FLI ••[(�: �'',,, /0NAL. V \ A LYtSItl�Eltl w P.E. P." U705