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RC-14-1320Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222897 Permit Number: RC -6-14-1320 Scheduled Inspection Date: November 06, 2014 Inspector: Rodriguez, Jorge Owner: FALERO, ANGEL Job Address: 1700 NE 105 Street 202 Project: Miami Shores, FL <NONE> Contractor: ORONI INC Isunamg uepanment comments KITCHEN CABINET REMOVAL AND REPLACED NEW 1 WINDOW AND 1 SLIDING GLASS DOOR REPLACEMENT WITH IMPACT Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)898-8841 Parcel Number 1122300500210 INSPECTOR COMMENTS False Phone: (305)685-0412 November 05, 2014 For Inspections please call: (305)762-4949 Page 28 of 35 Inspector Comments Passed 4n— Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 05, 2014 For Inspections please call: (305)762-4949 Page 28 of 35 �1 �k4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JUN 2 0 2014 FBC 201 0 Permit No. Master Permit No. l 1,3� ROOFING JOB ADDRESS: 11-OQ We 165 Skxee. /,),I, � City: Miami Shores County: Miami Dade Zip: 1313$ Folio/Parcel#: It • 223[1 - 656 • 67-t d Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):Q�t1AP_\ �—a�eCO Phone#: 305 gni S 91&4f / Address: 11-,o &Lrz lus slc e J City: %A a y e& State: Zip: -AM 3$ Tenant/Lessee Name: Email: CONTRACTOR: Company Name: n f 6fl % nC.. Phone#: -4*5 %$5 95q/2 Address: NO 40 N ) Lo (sc ut-F- City: {l�;n�n� State: lor:o Zip: 331log Qualifier Name: f �c"bt1Cb State Certification or Registration #: Contact Phone#: &6: foss c112- Email Address: of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $Two m Square/Linear Footage of Work: 10 0 0 Type of Work: ❑❑❑ Addition Alteration New epair/Replace Demolition Description of Work: ljz W ❑ Color thru tile: Submittal Fee $ Permit Fee $ '4 2, An CCF $ CO/CC $ ®� Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $� a '1� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR - PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this _� The foregoing instrument was acknowledged before me this l2 day of , 201 , by nne� n�elU day of (� , 20 j' , by nddrde) .�g)�514Ss who is personally known to me or who has produced ;= L DL'IFk who is ersonall� ow to me or who has produced- -F 41W. roduced-F41W. 0010•'}+1094.9 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sig �--� Print: Print: REBECA K PASTRANA My Commission Expires: MY COMSSION # ERS7204 My Commission Expires: e -*- a FJQ'IRES: Fa6nmy 07, 2017 REBECA R PASTRANA MY COMMISSION 0 EE M24 a EXPH E4: Fdmwy 07, 2017 7sas<x�x��x�x�x�x��s<�mx��mx�s<a�x��s<�s<sss<sasa��ms<s<m��sex�x�sax�x��x�x�� 1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) •f 11ir'SHOIKS CONDOMMIUM APARTMENTS WORK REQUEST APPLICATION Owner's Name j'lG� Gni /-� �' Unit"�- I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. Electrical work Plumbing work Carpet installation **Windows i✓ Tile installation Other work -� �Gt'i'2z�t�. �'' Y��zt.c�. S/ltfr.-t� �c�.� � �r�r�+c:�n i�•.�o�� DescriQtion of the work _ r�,vve�v- YG ac ��u►-'� osihc'- c�f�y%�-< 1 AfM H f C*,,u re4 C7F—-T:47-_ 1e.-6'irl Before you decide to upgrade your apartment (giber than point or carpet) you most obtain'permission from the Board of Directors and/or Miami Shores Village. A copy kof the plans, specifications and permits, and a description of the licensed work to .be performed must be submitted for consideration and approval by the Miami Shores Village Building Department (305•-795-2204). It is the owner's responsibility to ensure that the --contractor removes all excess construction material or building debris. It cannot be placed in the dumpsters. . **Window frames must be gray in`color to look like aluminum. Windows must be Two (2) panels over Two (2) panels. Glass must be clear color. 1, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported.) I fully understand and agree to the statement made above. Unit owner's signature Date Note: Work hours are from 9:00 a.m. to 5:00 p.m. Monday through Saturday.' 4• Approved by: Date: zz� Th�c SNotz�s Co+�abut N wa-1 S MOO tiA e IO�) for. VF- L 3313 8 Lo cwn oO oP w e xR -' . _ _.�-.��.►-r 20Z . . .. 0000 0000 MK JUN 2 0 20.14 0000.. 0000.. 0000.. 0000 0000. 0 0 0 0 . . 0 0 0 0 0. . 0 0 0 0 . .... . .. . �••�•� Z ...... ...... o ....� ...... L � ..... .... -� ..... • � ...... � o .. .. ...... • • ...... • • �Sd o SL - I �4,d o �L + 071/ lzl•zi ;s3z,�6xa f o•hill-,i • v,o•N �Sf �� L ' ,004Z.-+inl --V.a- 14?J d .v'+OZ1�10t1 rwiac# "-3-krn aJdr1c32i G"El Smo4z3r4lcn "If4ccNa1 9c4%19tyR wgma�l S1 OZ `L� �o�� 01X9 . .. .. .. . . . X MZN Ag�r�Ll ... . . .... • . ..... ...... . . . • • • . . . ... . .... . .... . t Z tiT.S. Ntr(ir'. Ac L t<)jL1RNCec, pQE' -TO 'RGemAkfj . . .... ...... .. . .. . . . . . ...... .. . ...... .... . ..... ...... . . ..... .... . ...... . . . . ...... . . ...... .. . .0.. 0 E 5a UC,11J844 J1 �I G G V 0000 u�" M6lNG 6-15 /y Ii �! 0000.. . .. 0000.. SAE% --CAL 4 • 0000. . • 0000.. • 0000. .:000: 0000 - . 0000 0000.. 00000 0000.. �®-.. 0 • .. 00 • .0000. 0 SUBJECT To 4crr °!ii -1 ALL FEMAL 0000 0 •0 �iE Aa*ID COUNTY RULES AND REr�'J� 0000: 0 00 0000 s�. SLtnW6 iawanw ►lew p S6Ib-1-70 ZMPtsCT �S,ScI�@ae- t-lo0 -$D ``�cp. Feb 1-1, -AOIG irb oP c?t�ka1p_,j6% ®Re*lon� C4accy��- Trii�(',¢►�� aa�6t}ouT tom+ ��P$O17� �5'i1N't� 5L7i�ls�& Ut' LttS,S p lJ �"��lti4tl 4�rCW Ip{P+�-C.-4- 2}`-SISZ"S�NT �r'IrEi 1 YO ALTEU.9�'+b'-`. Woal?Qr.a traUF � batr".C)o(L3 AT- I TI No p L7 FRAr+or . 73 31�" r x-75 I1occ�zoy�t-AL i2�xiE�tZ FL�It�u� t4%W PGT NR•71D Nnctzor� r�L ttou Ea "1331+ )( S011z tNCCC TSrS'rfldi - +75 -75 0.0•A• n-it��d.o4 el"O. Dige, zt, zo 1(0 ^No vov ca c� a� nb� Q APPROVED BY DADE COUNTY FIRE DEPARTMENT SPK BLDG. PERMIT ll/ ON-SITE WATER MAIN EXTENSION .DATE 8 _S ' / y BYAM', l�tigl�i �l0 3Y� . ....... .... •• • • • • • to •••�ti •• • • • : • k� �a Q\• '�J �`� 9 ' May ®® �• s�. SLtnW6 iawanw ►lew p S6Ib-1-70 ZMPtsCT �S,ScI�@ae- t-lo0 -$D ``�cp. Feb 1-1, -AOIG irb oP c?t�ka1p_,j6% ®Re*lon� C4accy��- Trii�(',¢►�� aa�6t}ouT tom+ ��P$O17� �5'i1N't� 5L7i�ls�& Ut' LttS,S p lJ �"��lti4tl 4�rCW Ip{P+�-C.-4- 2}`-SISZ"S�NT �r'IrEi 1 YO ALTEU.9�'+b'-`. Woal?Qr.a traUF � batr".C)o(L3 AT- I TI No p L7 FRAr+or . 73 31�" r x-75 I1occ�zoy�t-AL i2�xiE�tZ FL�It�u� t4%W PGT NR•71D Nnctzor� r�L ttou Ea "1331+ )( S011z tNCCC TSrS'rfldi - +75 -75 0.0•A• n-it��d.o4 el"O. Dige, zt, zo 1(0 ^No vov ca c� a� nb� Q APPROVED BY DADE COUNTY FIRE DEPARTMENT SPK BLDG. PERMIT ll/ ON-SITE WATER MAIN EXTENSION .DATE 8 _S ' / y BYAM', l�tigl�i �l0 3Y� Q) Q . . .•. . . • • . .•. • • • • • • • • t :00 00 • -•• • . f • -• • -.. 1 000 10110. IOREt+QXi �j[(SY\e Y,V&" Cf eS Aub tpupmlaS DOOR U.wA�j ©R�.tno�� EI�S�N� �{;00$JN4' Ir krGk4t'N.ANo StWSNwu. Naw -r\C* ® -TrKjTt41.Lcu-.@.T'S 'cNCt�` b,�+U� 1Garta�r �at�.c�C-SP LRS #- s N V •�� ®I�S-e�t� NEw kEc. CA3S Pwo COVNt@S . W N l% iNSYc*i.l 9-�@w tlPpufltrC�S IF4 Sflll@ CoCRTtQaS . EX\S['+N6A` �y�us�P,�NE�, We-� �LEGTc+-\CdaL rw�. A-pQUl�WC1a s To iL�-�4A1N 1F'r SAMt�s I.oGAKt�+S. fl z NO POINT ALONG rOt NTER TO 6E MORE THAN �a a 2 FEET FROM G.h PROTECTI D RECEPTACLE. PUT D/W RECEPTACLE UNDER SINK, ALL FIXED APPLIANCES ON DEDICATED CK7 S. ud�+,�t Q) Q Project #: 41772-58367 Project Details: FALERO RESIDENCE Contractor: ORONI, INC 1700 NE 106 ST. APARTMENT 202 MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information SGD Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: D Roof Type: Monoslope Roof Slope (0): 0.0 deg Mean Roof Height (h): 60.0 ft Min. Building Dimension (L): 30.0 ft Parapet z 3 feet? No General Calculation SGD Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC I): ±0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient ( nK): 1.31 Velocity Pressure (qn): 87.37 psf End Zone (a): 3.0 ft ASD Method: P = 0.6w 0-44 --Elea, z (ft) Si_ V1/ x 11% n) Zoneutter area (fez) n) 9 z rel GC pC p fissures r pf) SGD 60 178.0 x 80.0 5 No 98.9 1.31 87.37 0.74 -0.94 +48.3 /-58.9 HR 60 74.0 x 51.0 5 No 26.2 1.31 87.37 0.83 -1.13 +53.1/-68.5 • • •e • •0060• F •• • • goes* .... • • NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineeM seal of a PE from Engineering Express. Vult may be converted to Vasd according to the tt following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 0000•• • 0000•• Or>fyW1/}tl7 Raised 2ngineer Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 41772-58367 PHONE: 954-354-0660 FAX: 954-354-0443 kat WWW.ENGEXP.COM PAGE _L OF J_ 0000.. • • 0000•• 000.0• 066•• • 0000• 0000•• 6 0 • 0000•• .0000. • • M! 1 Q�ADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26`" Street, Roam 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2559 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.nomMera/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR --710" Aluminum horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revisiouWd1mge in the materials, use, and/or manufacture of the product or process. Misuse of this HOA be an endorsement .... • • • 0 • of any product, for sales, advertising or any other purposes shall automatically terminate this NOS„ 4.01ure • • , :8 to comply with any section of this NOA shall be cause for termination and removal qR4• • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade (3amo, FlPfift•and 'idrtibn • • followed by the expiration date may be displayed in advertising literature. If any of the NOA is • • : • • • displayed, then it shall be done in its entirety. 06:60: :0.0:0•' • • • INSPECTION: A copy of this entire NOA shall be to the user by tile.t0me its • provided ufacturez: or distributors and shall be available for inspection at the job site at the request of the Bxilding Offiai#, : • • • • • • • • • This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pagel E J; J3-2 and E-3, as :....: well as approval document mentioned above. • • • • • • • The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • • MI MI•gADEC4 1t+rrY W�t9NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 's No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC T4&202-94 3) Water Resistance Test, per FBC, TAS 202-V4 "" Goes O 4) Large Missile Impact Test per FBC, TAS 24;1;,9•„•, • Osseo* 5) Cyclic Wind Pressure Loading per FBC, T"203-94 • 6) Forced Entry Test, Type "C” sliding windojv,•Frr;de 1 Q, s O s O :*so*: •so• per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 60:660 •O6• ..... . ..... Along with marked -up drawings and installation diagratK:jj: X0 j • %d;fninur�..... horizontal sliding window, prepared by Fenestration Testing, "oratory, Inc., Test • : Report No. FTL4859, dated 03/08/2006, signed and o sealed. bj • undo"'.. Largaespada, P. E. .. • (Submitted under NOA No. 06-0405.06) s O Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and scaled by Robert L. D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 0•"•0 *ease 5. Laboratory compliance letter for Test Report No. FTI,5330, issdod by Fenestration • • Testing Laboratory, Inc., dated 07/18/2007, signed and sealeA �y. �ar1o%V Rionda,...:. P.E. • (Submitted under previous NOA No. 07-0815.09) • • • • ; :. • •• •• • •••••• t • Jaime D. Gascon, P.19. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTI. -4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. YrYY .. .*-9- 6 • ...... ... ...... • 000000 66666• 6606 • • • • • Y 0 •0006• 0000 0000 • • • 066666 • • 666.6 • • •••••• 666.66 00 00 0 0 Vp, 000 0 0 • 6 • • • • • 6606.6 •6.606 • • • • • 6066••r i6 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 • • • • • • • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT. GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS OAP. • • • • • A 6/16° LAN CONSISTING OF (2) LITES OF 1B' ANNEALED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INT"m • • • i • • • • • • • • • • • • • B. 618" LAMI CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTA&E ORSAFLE • 3A� • • • • • MAXIMUM PVB INTERLAYER C. 6/16° LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV%INV RIqfYEPo *00 • • • • • D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • • • • • • • • • .090 MAXIMUM PVB INTER!WER.• E. 718' LAMI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/10" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTPCO Ods w*LE*)w*EEF*wm • • • NtlA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/10' LAMI CONSISTING OF (2) LITES OF 3MW HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES.............1 GLAZING DETAILS .... „_.... 2 G.13/10' LAMI IG: (1) LITE OF 118' OR 3M6" ANNEALED (MIN.) GLASS, 5116" OR 3/6' AIR SPACE AND 6118' LAN CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A DESIGN PRESSURES.-- 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS.........--.— 4 VERT. SECTIONS ............. 6 H.13M6' LAMI IG: (1) LITE OF 1/8" OR 3M6" ANNEALED (MON.) GLASS, 5118" OR 31W AIR SPACE AND 5116' LAN CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS--- 6 OF 1/8' HEAT STRENGTHENED GLASS WITH A .M DUPONT BUTACITE OR SAFLMUKEEPSAFE MAXIMUM PVB INTERLAYER PARTS LIST„................... 6 EXTRUSIONS...... ..».....» 7 1.13118” LAM! IG: (1) LITE OF 118' OR 3116' ANNEALED (MIN.) GLASS, 6/18' OR 318" AIR SPACE AND 6118' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS CORNER DETAIL--- 6 WITH AN .090 DUPONT BUTACIIE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER ANCHORAGE .»..... »......».. 8.11 J. 13118" LAMI IG: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.).GLASS, 3116" OR 1/4" AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN ,090 DUPONT BUTACITE OR SAFL.EXMEEPSAFE MAXIMUM PVS INTERLAYER K.13/16' LAMI IG: (1) LITE OF 118' OR 318" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L.13/16" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 3/16" OR 1/4 AIR SPACE AND 7/16• LAMI CONSISTING OF (2) LITES OF 3MS" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: QX, XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-0.1. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 10% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. +..w,wx,aws�wuwwnuu� 7. REFERENCES: TEST REPORTS FTL-4858, FTL•4869 AND FTL-5330. ELCO TEXTRON NOA: 040721.01, 03.0226.06 ANSVAF&PA NOS -2W6 FOR WOOD CONSTRUCTION 1 t I I t t t ADM -2005 ALUMINUM DESIGN MANUAL %0ON.( I. N 9. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ��; .•'�IOENSF k HURRICANE ZONE (HVHZ). !c (N0.56705 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. J 78/f7Hi E FBC2010CODE CHANGE ;�A •'•. TCO :' �� 1070 TECHNOLOGY ORNE GENERAL NOTES '�.�'••.. FLORIOP�'(7�� JJL Bl20/ff D ADO187 fO CAP TO BE TEMMgED •80FTNOTS NOKO?AtSVa., FL 34M rm FJC 4/16/07 c ADOFTL-M TO NOTES78CH0.NO7EBTocuteorEmr. vo.sgx,sze ALUM. HORIZONTALROLLElaw.RN�W,IMPACT ��'FSSiOVAL�?`�• 0-60 ID�c OmEu NOK0b08,R397/4 FJC 9nWW J.J. 8inW ��" tnP7fo NTS 9 m 99 4927-10 E A. LVPwEl � P.e lom 112' NOM. GLASS BITE 60,61,62 118' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER IV ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM. 5/16" LAMINATED GLASS 1/Y NOM. GLASS BITE 1 5! 66,87,68,88,70,71 (`5, 118" ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLU71A OR DUPONT PVB INTERLAYER 1i" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED 5116" OR 318" AIRSPACE IV OR 3/18" ANNEALED OR TEMPERED GLASS QD 13116" NOM. 13/16" LAMI IG GLASS W/ 5/18" LAMI . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . .. .. .. . . . . . . . . . . . .. . . . . . .. . • • • • • • • • • • • KATERWR INTERIOR [> 112' NOM. • • • • • • • • `�� GLASS BITE • • • • • • • • • • (At6SECTIONS ) • • • . . • . • .• . . • . • •.. .. 3118° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLU77A OR DUPONT PVS INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS BITE 72,73,74,75,76,77 v 3116" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 3116" OR 114" AIRSPACE 118" or 3116" ANNEALED OR TEMPERED GLASS QD 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOKOMI41, K34M P.O. BQX 98m NOKOMIB, RL 3W4 HR710 I FuU 1 2 t 19 1 4927-10 PRODUCERaysw w complying w6B am Flo8d3 enilnmgcoae M1.6P2.d. \�il�i\1111 Iht/7/ LYNN Mu /iii tib: vcFNs�''•�'� �'': �t 140.58705 • w- 0, = �O.t•., FLORIOP• �SSII/1O1'' N11A��L�;� •��• A. LYNNb11n'�u P.E. P" 88708 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME 04..0 ARE.1" SPAL.LE11) . WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3i8" 48" 60 6/8" 64" • • • 40" • • 63" • • 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2A • . FOR INSTALLATION IN THE HVHZ ABOVE 30 LL FT. GLASS HALL HAVE ES G • TEMPERED I.G. GLASS C. BOTH ANBD OR E DP QUANTITY REMAIN • . • 1063/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 .1&.;C• •55.2 +$2.3 • .3• 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +0.0 -60.0 +60.0 -60.0 +54.6. •54.6 6. • 1.7 111" A,B,G,H +60.0 60.0 +604 60.0 +60.0 X0.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 •+53.6; +53.8+ 160.5 ••65.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J K L +75.0 -75.0 UNCHANGED. TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7116" AB'C' G,H,I +60.0 •50.0 TO 86 7116" DEF, J,K,L +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60518" W. W. 63" 60" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 rUCTRWMW 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 to aa4 �md& UP TO 74" C,D,E,F, +75.0 -75.0 No 4J.K. L GLASS TYPES: TEST REPORT FTL-4858 ()(OX), FTL-4859 (OX & )(0) AND FTL-5330 A. 5/16" LAMI - (118" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5116" OR 318" AIR SPACE, 5/16" LAMI - (118°A, .090,1/8"A) B. 5/16" LAMI-(1/8'A,.090.1/Ir HS) H. 13116" LAMI IG -118" OR 3/16„'A (MIN.), 5116" OR 31W AIR SPACE, 5116° LAMI - (1/8°A, .090,1/8"HS) � C. 5116 LAMI - (118 HS, .090,1/8" HS) L 13116" LAMI IG -1/8 OR 3/16-A (MIN.), 5116 OR 3/8" AIRSPACE, 5/1(" LAMI - (1/8'HS, .090,1/WHS) `YHN ''•.; ''.� `.`AZO?;CENSE D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG -1/8" OR 3116"A (MIN.), 3H6" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/18"A) QS'; E. 7/16" LAMI - (3/16" A, .090, 3116" HS) K. 13116" LAMI IG -1/8" OR 3/16-A (MIN.), 3/16" OR 1/4' SPACE, 7/16" LAMI- (3/16-A..090, 3/16'HS) _ it No. 58705 F. 7/16" LAMI - (3116" HS, .090, 3/16" HS) IL 13116" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116"HS, .090, 3/16"HS) '•�f� •'•. 87AT£OF ; J.' �� •••., FIOR\OP:•-* Lo JJ 70lf7H1 E NOCHNVOETHJ88F2-,ET 1=7ECHNOLOGY DRIVE t.ec�uoc DESIGNPRESSURE5 7oMmar 1R. BP10H1 D AMM IG CAP70HE +30PTN07E NOKOMM.FL34M P.-9-1sae NDxof .FL 34274 ALUM. HORIZONTALROLLF_RWINDOW, IMPACT �C` • ..•• �'�.,5//S�/,O�NA' ` ' LmA49kw'% E Fa c AonuvrEerra.FMCP =&VPDATEAMME13OMnP. e1: 4"Im cmc Il(gfj $gt� &.1.tlf"et 8[.4 na parvuo ae FK 22BJ� JJ 3n3mo N 10 NTS 8 d 11 4127-10 E P.0 sm . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 27 31W 27 31W 27W MAX. DLO 54 8/18' MAX. DLO F00ED MAX. DLO MAX. DLO VENT VENT • FIXI P • • • D D B B B • • • • •• ••• • // / / •• i i •• i• i•• •• X X 0 X r 110" MAX. WIDTH I.F. FRAME 71 W MAX WIDTH I.F. FRAME—� 111' MAX. WIDTH FLANGE FRAME 88 7/18° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) NOTE: 33 9/10" MAX, 33 9110- MAX, 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT MAX. SEALANT OR GASKET FLANGE FRAME AT HEAD AND SILL A I PA ALL 15 MAX5731W/ I A CONFIO. MK / DLOALL / I DLO ALL — ` 15 I.F. FRAME FIXED / / VENTS 62' MAX. LITES I.P. FRAME AewpmocoNo O I X CONFIG. 1 Hund o ou JI i 1 Waft 13 FLANGE FRAME `\�� OffX LYNN Njj�lcOii IC73" MAK WIDTH I.F. FRAME C� J09NSF ........ ''. i+— VIEW D -D 74" MAX WIDTH FLANGE FRAME --� * k (FRAME CORNER CONSTRUCTION) No. 58705 DETAIL A - OX OR XO Al 1077111 E NOCHANGE "WWREJ� • fill �x'ST �,� �► -'- ELEVATIONS ,iO.t�'•..FioRVaP•''O�?� Jit 1 FK 4ASU c NOt taroE7tussttc�r NoxoNis. s P.asgxlmALUM. HORIZONTALROLLER?I WINDOW. asis9/ �h`,vGe cam Vagr+ac.�s tuato NTS 4 u 11 4127-10 E r.e.s FA 2=W JA MAYL HEIGHT FLANGE FRAME MAX INTERIOR . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • VJL I--- MAX. FIXED DLO t-4 i • i i • i • • • ". T DLO MAX. WIDTH (FLANGE M ME) • 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FD(ED DLO —►i �-- MAX. VENT DLO �- MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) ENS4e ' •. P 10 SECTION C -C * _ $ILL HEAD No. g87U5 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) b Qs i (# ;' J L fOff7/!f E NOCHANQErmskEET D10n :p0'. STA OF 10m TEOHNoUw DRNE SEC77ON5 ��'��''• FCOR\Op: •''��`�� JJz ami o NOCHANGETNaammT NOKOM.FL34275 r w FA 4rleros c AWINrEowu rev IrEees of �Anin AND wEws va egx,aee --- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT /',SS/O�N� �A�1- �C. �• sma NOe ams NOXOMM. R 34274 V&Sb .Beaff s.�toa. sat m e uwmm xm /l LYj GIILLER. P.E FA 22" J � sns/ae: Iwfo Hall s - 11 4127-10 1 E l."w as rFEM DWG# REV' DESCRIPTION MArL PGT# 1 4102 A FLANGEFRAMEHEAD 6063 -TEAL 612237• 2 4025 SASH STOP STD ANTI LIFT CLIP 6063-T5 AL 612244 3 SCREW CORNERKEYW/OUTRINCS #8 X3/4 PH. PAN HEAD 93 7834AA 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 6 4136 FLANGEFRAMESUL 6063-T6 AL 64136 7 4137 1 ISILLADAPTOR. 6063 -TEAL 64137 8 4131 JROLURTRACK 6063-T6 AL 64131 10 71298 WEEPHOLEC OVER POLYPROP. 71298 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD162 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 14 4134 GASKET FORMAN FRAME SILLJOINT 74134W/l 15 1155 #8X1.000 UADPN.SMS 791PQA 16 4110 G SCREEN ADAPTOR 6063-T5 AL 6411 OG 17 4054 B IFLXWMEEMORAIL 6063HD-TEAL 64054A 19 4066 IWSTP,.IVX.230, FIN SEAL 640660 21 4105 SASHTOP & BOTTOM RAIL 6063 -TS AL 612240 22 1683 WSTP.,250 X 270HAM FIN SEAL 61693G 23 225-1 ROLLERHOUSING&GUIDE 42112I -ID 24 226 BRASSROLLERWHEELS BRASS 7BRWHL 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D SASHMEEIINGRAIL 6063HS-T6 AL 64006 33 1235 IWSTP.,.170 X.270 BACK, FIN SEAL 67S160 35 1096 SWEEPLATCH DIE-CAST 710% 36 1016 08 X.625 PH. FL. SMS 7858 37 4126 SASHSIDERAIL 6063-T5 AL 64126 38 1683 WSTP.,250 X 270 BACK, FIN SEAL 616MG 39 7070 BULB WEATHERSTRIP.187 X.275 67070K 40 LIFT RAILCOVER CAP 74078"C" L C 41 1 4139 ILF. FRAME HEAD 6063-T6 AL 64139 42 4140 1 ILF. FRAME SILL 606346 AL 64140 43 4141 IT.F. FRAMEJAMB 6063-T6 AL 64141 50 GLAZING SIId • DOW 899,995 OR 51 1224 VDM GLAZING BEAD BULB CK 6TPZ<17W 52 1225 VINYLGLAMIINGHEAD BULB MM 6TP248K 53 4039 B GLAZINGBEAD-5/16° 6063-T5 AL 64039B 54 4044 B GLAZWGBEAD-5/16° W/GRiLLKIT 6063-T5 AL 6447M 55 4222 1 A GLAZMBEAD-7/16" 6063-T5 AL 64222 56 985 C GL&MOBEAD-7/16" W/GRILLKIT 6063 -TS AL 6985 59 4067 GLAZINGBEAD-13/16" 6063•T5 AL 64067 60 CLASS, 5/16" LAMI QIV A .090 PVB,1/8" A 61 " 5/16" LAMI 1/8" A .090PVB,1/8" HS 62 " 5116" LAMI U8" HS, .090 PVB, U8" HS 63 7/16" LAMI 3/16° A .090 PVB, 3/16" A 64 7/16" LAMI 3/16" A_090 PVB, 3/16" HS 65 " 7/16" LAM[ (3/16" HS -090 FVB. 3/16" HS) O WCHNOLOV OWE NOKOMM. FL 34M PD. BtJ7C 1828 NOKOMIB, FL34274 .. .. . . . .. .. . IAMI IG1/8"A LAMI I0 -1/8"A IAMI IGU8"A 1AMI 10,3/16"1 CARNI IG3/16"j 1AMI IGY161i LAM11GU8"A LAMI IGI/8"A IAMI IGI/8"A 77 13/16" LAMII0,3/16"A IN. 3/16" AIR SPA 7/16" LAMI Yl6°HS .090m3/16"HS 90 1014 3105-H14 AL 91 1630 ISCREENFRAME(HOK&)W SCREEN C ORNERKEY WAUNGS POLYPROP. 92 1631 SCREW CORNERKEYW/OUTRINCS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 4 1 1624 1 1SCREEN SPLRNE-.135 DIA. FOAM EM PVC S 1635 SCREIIN SPLINE -.135 DIA. HARD EM PVC 6 I ISCREEN CLOTH 2.710 2.624Lm=== .082 q� I.F. FRAME HEAD #4139,6083 -TS —17 PRODUCT REVLSHD F.5 4 as a°� UrelRorida ImmNo 3.152 �O16 082 P mina O I.F. FRAME JAMB'Allilillf'. #4141,6083-T6 `�� O�ysl LYNN 4j ill L0• ••• ., lac � 2.710 No. 68705 42 I.F. FRAME#4140,6063-T6 = 0 '• �o„ r °r�o4va �� ••., STA OF �1Cl� ►—��PARTS LIST ;�`�.s-..RtoR�o?.•�G`�.` '�-- ALUM. HORIZONTAL ROLLER WINDOW IMPACT '�' S� ON'A''%1-, Raw s.• a aum e.e °neFaNs �° A..I ER tsvto NTS 6 a 11 4127-10 PP E P.es earns .082 1. T3 1 73 2 710-- O FLANGE FRAME HEAD 04102A. 6063-T6 1p --11--.062F•--.062 .490 L�j -'i.45'I-►� O SASH STOP #4026,6083-T6 .082 L.349�83 IT 21 SASH TOP & BOTTOM RAIL #4133.6063-T5 I .0 O GLAZING BEAD, 6/16" #40448,608376 (USED W/ GRILL KIT) 1 �+-2.7101 O FLANGE FRAME SILL #4130.6063 -TB .437TH I 48 G HORIZ. ROLLER TRACK #4131,6063-T6 9 .082—� 87 -►{ 1.081 32 SASH MTG. RAIL #4006D,6083HS-TB 050 676 1.0964-I�--�(L T 55 GLAZING BEAD 7/16' #4222A,6063T5 P.O.egxI= NOKOMIS. FL 34274 . • •.. . . . ... • • • • • • • • • • --�{ 1.187 �+- • • III • • • • • .082 W90 • s s O FRAME SILL ADAPTER #4137,6083 -TO 1'� .082 �1.403 17 FIXED MEETING RAIL #40M, 6083HD-T6 24 26 1. - , : �Q 291A 37 SASH SIDE RAIL #4128,6063T6 .060 1.916 O GLAZING BEAD, 7/16" #9660, 606346 (USED W/ GRILL KP) x1.61" • • • .040 a• •• •.738 O SASH STOP COVER 94053.6063-T6 • • • • •• • 1.383 i .082 1g FLANGE FRAME JAMB 94002A.6063 -Te 050 .878 1.696- O GLAZING BEAD, 5/16" #4039B,6083T5 I A050� t-11.097 59 GLAZING BEAD. 13/16" #4087,6063-T6 ALUM. HORIZONTAL ROLLER WWMDOW. IMPACT I >W10 I Haff l 7 -11 1 4127-10 PRODUCT RB%gSED as complying With the Florida Dwinaceft MOW.- W11,1111— LYNN W1I11111— LYNN c\��•' �,1GflNSF''•�F.Q moi: *' No.58705 * - p '• STA O A LYNN tIR, 'P. F P.E.Y6sm • • ••• • • • ••• • • • • • • • • • • ANCHOR QUANTITIES, XOX (1!4-112-114) WINDOWS TABL GLASS TYPES A,B.C.G,H.I GLASS TYPES D.E,F,J,K,L ANCHORTYPEA 2.3. WOOD I $ CONC 1 1. CONC I 2,3, WOOD I 2. CONC 1 1, CONC WINDOW SIZE HEAD & SILL V 63.125 x 36.376 1+C2+1+C2+1 2 46.000 1+C2+1+C2+1 3 60.825 1+C2+1+C2+.1 3 54.000 1+(2+1+C2+1 3 60.000 1+C2+1+C2+1 3 63.000 1+C2+1+02+1 3 6MOW x 38.375 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 50.626 1+C2+•1+C2+1 3 54.000 1+C2+1+Cx+1 3 60.000 1+C2+1+C2+1 3 63.ODD 1+C2+1+C1+1 3 74.ODOx 38.376 1+C2+2+C2+1 2 48.0DO 1+C2+2+C2+1 3 6MO25 1+C2+2+(2+1 3 SCOW 1+C2+2+C2+1 3 60.000 1+C2+2+C2+1 3 53.000 1+C2+2+C2+1 3 84.OW X 3&378 1+C2+2+C2+1 2 48.000 1+C2+2+C2+1 3 50.626 1+CZ+2+C2+1 3 64.000 1+C2+2+C2+1 3 60.000 1+C2+2+C2+1 3 63.0D0 1+C2+2+Cx+1 3 108.375 x 38.376 1+02++2+C2+1 2 48.000 1+C2+3+C2+1 3 50.825 i+C2+3+(2+1 3 54.OW 1+C3+3+C3+1 3 60.000 1+C3+3+43+1 3 63.000 1+C3+3+C3+1 3 111.000 x 38.375 1+(2+3+0+1 2 48.003 1+C2+3+C2+1 3 80.826 1+C2+3+t2+1 3 64.000 1+03+3+C3+1 3 60.000 1+C3+3+C3+1 3 63,000 1+93+3+C3+1 3 HEAD & SILL 151 HEAD & SILL 151 HEAD & SILL 15 1 HEAD & SILL I; I HEAD & SILL 1+C2+1+02+1 1+C2+1+C2+1 1+02+1+C2+1 1+C1+1+C2+1 1+C2+1+02+1 1+C2+1+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+ 2+1 1+C1+2+C2+1 1+(2+2+02+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 311 +C2+1 +C2+1 1+C2+1+C2+13 1+C2+1+C2+1 1+C2+2+C2+1 211 +C2+2+C2-1 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 3 1 1+C2+2+C2+1 313. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL 101!2' MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE 26 3W MAX. FROM CORNERS. JAMBS: B° MAX. FROM CORNERS AND 221!2' MAX. O.C. TABLE KEY: X O X 1+C3+4+C3+1 3 ---ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. LL_____�� A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+(+1+02+1 3 1+(+2+C+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+Cx+2+C1+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 0+(2+2+02+1 3 1+03+2+03+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 +fr9+9+(r4.1 - ++ +,,�- 4 9 (3• MIN. O.C. ANCHOR SPACING) 2S 314° mex. -+� 1---3" MIN. V REF. X Q X P20DUCfRUVMM MTG. RAIL, TYP. � y1m vvUb O0 Fbdda EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS No (SHOWN IN TABLE KEY ABOVE) 3 1+C4+3+04+1 3 1+C4+3+C4+1 4 1+04+3+04+1 3 1+C5+4+C5+1 3 26 314" MAX• 1--3- 1/2° TYP. �• S° REF. X O X MTG. FWL,TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS X111111/r 2 1+(2+3+02+1 2 1+02+3+02+1 3 1+02+3+(2+1 2 1+C2+4+(2+1 2 3 1+C3+3+t+1 3 1+03+3+03+9 3 1+02+3+C2+1 3 1+C+4+t;3+1 3 ``��ONY LYNN yli�t�� P��; 'U�CENS�c' ;Cp *' No. 68705 ' = 3 t� ��Q '• STATig /%J E QFAIS F'' FtoR1oP.. �'�`S�OIVAL E�G��` A. LYNN r.n m P.E. P.esea7as 3 1+C3+3+C2+1 3 1+C3+3+C2+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 3 1+CS+3+C3+1 3 1+C3+3KS+1 3 1+C3+3+C3+1 3 1+C4+4+04+1 3 3 1+C4+3+04+1 3 1+C4+3+04+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 3 1+0q+3+04+1 3 1+C4+3+C4+1 4 1 1+C4+3+C4+1 3 1+CS+4+C6+1 1 4 ,m,r„, PEREV+XFTNor>~ Naca+is.+tarne rvALUEsoUBToANcKaRcAP.ADJ. P.O.rigx lea +IOKOF6iS, FL 34474 cwuro+� ANCHORAGE SPACING, XOX 7/4h9/2-7/4 '� ALUM. HORIZONTAL ROLLER WIN©OW IMPACT Ww1,(y Beller� u®+ata ' N7=TS' B a 11 4127-90 E . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ANCHORQUANTME3 XOX 1/3-14-1/3 WINDOWS TABLE6 NOTES: GLASS TYPES AB.G.H GLASS lYPE13 C,D,E F.W K, L ANCHOR TYPE; &SUBSTRATE 1. ANCHOR TYPES: 1 -1f4" ELCO TAPCONS 2 &1% EWb•SS4 C%*-FL9 3-O'12x$S'EELtCREYVS (Gb) 2. GLASS TYPES: • • : Q • • • • • • A 6118' LAMI - (1B" A,090, I • • �O I �TALLJ IN TH HVHZ ABOVE 30 B. 6/18° LAMI - (ur A,.090,1 S) , GLASS TYPES G - L SHALL HAVE A C. b✓'18" LAMI - (118" HS, 080,1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 24, WOOD Z CONG 1, COCZONESS &ZONES 1ZONES ZONES ZONES ZONES WINDOW SIZE v HEAD & SILL HEADS SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL 48.00 x 36.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 46.000 60.625 54.000 80.00 63.000 D. 7/18° LAMI - (3/18° A,.O90, 3110° A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/18"LAMI-(3M6"HS,09,,3/ FJq) • • • • • • • • • • F. 711 8" LAMI - (3118" HS.090, 3PIO" ) • • • • • • • • G. IWW LAMI IG -118' OR 3110° A"N. , SW OR 3W $PAM46A ' LAN!!- (1/8° A,.09D,1/8' A) H.13M6" LAMI IG -1/8" OR 3f10' A ( N. N R �E IMU LAMI :IW A,.080. WW HS) 1. 13118' LAM11G -1/8" OR 3/16" 6 N.j, 5/Ir fPAGE, &WLA &- (lAr HS,.090. lW HS) J.13/10" LAN IG -1/8" OR 3/16" A (MIN.), 3/16" OR 14" SPACE, 7116" LAN : (3/16" A,JM, 3M8 -A) K.13f10- LAMI IG -1/8" OR 3116" A (MIN.), 3M0. OR 114" SPACE, 7116" LAMI - (3MW A,.=. 3/18" HS) 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+Cx+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+(2+1 3 1+C2+1+(2+1 3 1+C 2+1+C1+1 3 1+C 3+1+C3+1 3 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C;2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 31 48.000 L- 13/16" LAMI IG -118" OR 3110" A (MIN.), 3110" OR 1/4" SPACE, 7/16" LAMI - (3/10" HSM, 3110" HS) 50.825 64.00 3. WINDOW ANCHOR QUANTMES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 C2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1++1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 0.00 83.1 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 26314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221f2" MAX. O.C. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CB+1+C3+1 3 0.00x 38.375 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2+1+[2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+7 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48.000 50.628 TABLE KEY, X 0 X 1+C2+1+C2+1 3 1+C;2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 '3 1+{2+1+C2+1 3 64.00 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C 3+1 3 1+C3+1+C30 3 ANCHOR QUANTITY PER JAMB 00.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.00 HEAD AND ANCHOR QUANTITIES A CLUSTER O ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+03+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C 3+1 3 88.00 x 38.375 48.00 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+t2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C1+1+C2+1 3 1+C3+1+C3+1 3 50.025 PLUS (1) ANCHORS AT FIXED SECTION. 64.E (9) ANCHORS TOTAL AT HEAD AND SILL. 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CB+1+C3+1 3 80.0() 63.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1 1+C2+1 3 1+C3+1+p+1 3 (3" MIN. O.C. ANCHOR SPACING) I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 74.00 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C 2+1+(2+1 2 26 3f4" MAX. 48.000 L-iF.--3" MIN. 1+C2+1+C2+1 3 1+CG+1+C2+1 3 1+C2+1+C2+1 3 1+C2+/+C 2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 0.825 $4.00 80.000 83.00 Ir k' X O X SED RL�Lmido G. �L = OF (3) ANCHORS A�r1�No .04 EXAMPLE CLUSTER W/ QTY. /gyp (SHOWN IN TABLE KEY ABOVE) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C 2+1+C2+1 3 1+C 2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2F1 3 1+C 2+1+C2+1 3 1+C3+1+C13+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+c3+1 3 1 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+62+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+CS+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 84.00x 38.375 48.00 0,625 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C*+1 2 1+(2+1+G2+1 3 1+0,2+1+02+1 3 9+02+1*C2+9 3 1+C2+1+02+1 3 9+62+1+02+1 3 1+�C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 64.00 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+c3+1+C3+1 3 1+C3+1+C;3+1 3 1 1+C2+1+C2+1 311+03+1+03+1 3 0.00 25 3/4" MAX 1+C2+1+02+1 3 1+C 2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3++1+C3+1 3 63.0110 ire TYP. LYNN X _ ' No. 68705 * '_ 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+CS+1+C 3+1 3 1+04+1+C4+1 4 8BA37 x 38.376 48.000 0:625 64.000 t+t+1+02+1 2 11+02+1+02+1 2 1+C+14C2+1 2 1+C2+1+02+1 3 1+02+1+02+1 2 1+C�+1+02+1 2 +(+1+(+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C3+1+03+1 3 1+C2+1+C2+1 +C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+(+1+C2+1 131+C2+l-+C2+1 1+C2+1+C2+1 +C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 0.00 63.WD MTG. RAIL" TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ,p ,r �Cll ., STA2 F ANCHORAGE SPACING. XOX 9/&9/3-9/3)F<oRtop.• '��':� m %•,�SS,Z� V1JG�`• T - ALUM. HORIZONTAL ROLLER W/NDOW, IMPACT ��t ZONAL r ewawe a mNc wae" osragMo +� A LYNN EQUL RE t0i790 NT$ 8 �+ 11 4127-10 E' P.E. wmo 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+63+1 41+C3+1+C3+1 3 1+C4+1+6441 4 1+CS+1+C3+1 +C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+CA+I+G4+I 4 �agn mre J7410N7P11 E AID CHANaETIM SHEE1 a IG G1PT06ETEMPEAED +30FTNore P.M.. c LP+DATFrABLE SFdECrvACUESDUETDAA/CtCORCAP A0.L OlreaFeO J.,L 9/1&08 � o� Fl aoz P.o.tagx,sze .0KOME. FL 34274 PMim JJZ ttnn/11 VAR FX 4/18(07 V_W m4 FJG T/2B/00 ]•1(t(b . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ANCHOR QUANTITIES XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1-1/4^ ELCO TAPCONS 2 -1/a Ag0,*A GRETE-j4FX 31#12 STE j4SCRgWS (G5) • • • • • • • • • • 2. GLASS TYPES: • • • • • • • • • A.8116'LAMI-0firA,.=,1/8'A3• • • D IIS nCV THE ABOVE 30 B. 8/18' LAM[ - (1!8' A .090,18' HS)* • FT. GLASS TYPES G - L SHALL HAVE A C. 611W LAMI - (10 HS,.080. 'US" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/18' LAM] - (3118" A,.090, 3116' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18° LAMI - (3/16' &.090, 3/18° HS) • • • • • • • 000 • • F. 7/16• LAMI - (3118' HS,.090, 3116' Hi • • • • • • • • G.13/16" LAMI IG -118' OR 3/18° A (MIN.), 6NE iOR 3E 9P" 8318•Il1MI - (1A' A,.080,1/8' A) H.13/18' LAMI IG -18° OR 3/18' A (MIN.)•8/1� Ott 31�' �A jT6� AMI - (1/8 •.1,.090,1/8' HS) I. 13/16' LAMI IG -1/B' OR 3118' A (MW,�/1 O� 3/8°$ ACS 8ja8"Zgl&►-(AW14S M. 1/r HS) J.13/16• LAM[ IG-118.OR 3118' A (MIN.), 3/16" OR 1/4- SPACE, 7/18" LAMI - (3110"&.M, 3/1(rA) K.13/18' LAMI IG -18" OR 3/16' A (MIN.), 3M6' OR 1/4' SPACE, 7/16' LAMI - (3116' A„090, 311W HS) L. 13/16' LAMI IG -18.OR 3118' A (MIN.), 3116' OR 1/4' SPACE, 7118' LAMI - (311(' HS„090, 3MW HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGERIINDOW IN TABLE. HEAD & SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX FROM CORNERS, JAMBS: S" MAX. FROM CORNERS AND 221!2' MAX. O.C. TABLE KEY: O X_ 2+C3+2 3WCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE, MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION' (7) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) 314" MAX L- Ir REF. X O 14tC1D1JCl'RSW7St3D MTG. RAIL fficumplyftyyghtimpjpda n EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORSkDm (SHOWN IN TABLE KEY ABOVE) p 83/4' MAX 1Pt" NP. �_3• R8N• 8"%%\ \%\\` ONV LYNN X `�` ��'' �WGENSE'• �Rp =*' No. 88705 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS -0 : VVTAlFA_-.-* ANCHORAGE SPACING, OXANDXOWINDOWS ALUM. HORITONTAL ROLLER WINDOW ACT !s`rs/ONAl. ENG��• ' '1 11��''''''��1 \ $Btwr B4OdrdC avec sere *-*0- ,hr. A. I. MIr��PE multi NTS 117 a 11 4127-10 E' P.E08B701i ANCHOR TYPE & SUBSTRATE GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H y y m _� ¢� _� m _� 2 9 j 2 175 � N µ to 0 Q i dJ CO ca atf ., x a) 06 4 of a7 , 37.000 x 36.375 48.000 50.625 54.000 60.000 63.000 1+C2+12 1+C2+1 2 1+C2+1 2 1+C2+9 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 3 1+C2+9 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.00D 63.000 1+C2+1 2 1 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+q+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.376 4&000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.626 64.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 318 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 64.000 60.0m 63,000 63,000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 12+C3+21 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74.000 x 38.375 48.OD0 60.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+q+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 12+C4+2 2+C3+2 4 1 1+C3+1 3 2+C4+2 4 5 2+C3+2 4 2+C4+2 5 O,ac:O•. ✓.L 10/!7/99 I E N0CHAMW17988FIFET 0 aonc-omCaFroee> o +9oFrnrorE C CHGLTABIE$708,88B.WTYALU88DUBT0ANCWRCAP. J.L Sisso 1070NMOhMFL34M P.o.BQX182B NOI(QMIO.R302h6 J.R. enor99 s RK 4H6/O7 j7tsibjy Pana Wqe FA 2/20100 1 3/4° MIN. E.D. TYP. 2x WOOD BUCK, CONCRETE MIN. KSI NOTE 3 •• ' NOTE 1 1x WOOD SUCK, NOTE 3 MAX SHIM CONCRETE ANCHOR, ANCHOR NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS . . ... . . . ... .... . ...... . . . . . . . . . . . NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 19° ELCO 13W TAPCONS EMBEDED 1 319° MIN. OR 1/4° SS4 CRETE-F6EX EMBEDJD 1314 MIN.. MINjMUh!!j'.IISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314°. FL&TH9A00WAORS"JST Kv#12 TRIMFNr HEAD. • • • • • • • • • • 2. FOR WOOD APPLICATIONS IN MIAMI-DADE CM444 L* #12 ST:EI- SCCRM (435) OR 1/#% CRETE -FLEX WTfH j #12 TRIMFIT HEAD. • • • • • 000 • • • • WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/;47JTHAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GW --AWA 9NSTAPA71014 to TI JE-Sl18STRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS%PRCh jI3YfA*CjaT1 WjNrG JDVISDIC770N. 4, FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHAT BE AMINIMUAA 94RET1�0jHQF 8083 TS AND A MINIMUM OF 1/8 THICK. THE ALUMINUM STRUCTURAL td1ERIBERSHALL BE OF A"' TU'h o dE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114* 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT NTH OTHER SHIM 1 1/4° MAX SHIM 1 1/4°MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. (1.b KSI CMU) Q OR :. PER NOTE 1 (3A KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1a 13/4• a EXTERIOR INTERIOR •, 'k MIN. ED (HEAD & SILL DETAILS A. B, C, D, f3 & H) TYP. 2x WOOD BUCK, NOTE 3 lx WOOD BUCK NOTE 3 4 SEE NAILINI DETAIL E DETAIL F INTERIORELSE, (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR lu CONCRETE ANCHOR, NOTE 1 1/4° MAX. SHIM y .'NOTE 1 • 18/4° MIN. 3.4 KSI E.D. TYP. ° CRETE 2x WOOD DETAIL C BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4° MAX. SHIM SEE 1MIN NAILING DETAIL D .L SECTIONS 10707MMOLO IMI NOKONS, FL 34M P.O. BQX Ism NOKOMM.FL34274ii DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2° NAIL nn PaoDucrRamw AT CORNERS AND 5° O.C. U We 17mida TYPICAL DETAILS G, H & I. a AnoeNo �ZO� M�iap>! Prodaq tUui17 SEE NAILING ��0 LYNAI a7/4'ii� DETAIL G (SILL) Hirio DETAIL 1(JAMB) : *' No. 58705 ' V FRAME SECTIONS `--o i �-l-�/� • �Y` %��'• STA E F �•�/� (AILS %�4t� ' c<ORIOP.•' G\?� s`S, aL ROLLER WINDOW, IMPACT ��N��A�L� A LYNN I4ILCER. ME N °' 2,e 11 a 11 4127-10 E REA 48M a MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �nv+v.miamidaae.�oFteconomd 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 County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series IISGD 770" Aluminum Sliding Glass Doors w / wo Reinforcements — L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Egress operable doors must comply with minimum clearance width 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 thgt*h�,been no change in the applicable building code negatively affecting the performance of tl0Is pr8duct. 6606 '66•;' TERMINATION of this NOA will occur after the expiration date or if there has heege&$ 1evisitall,pr phange .0 •,;. in the materials, use, and/ or manufacture of the product or process. Misuse of this.NM as an endotsement . . of any product, for sales, advertising or any other purposes shall automatically termilnats this MA. Failure • • to comply with any section of this NOA shall be cause for termination and removal aft A. V e g o 000 • • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade ;Wnty, l±iorid and •'"' followed b the expiration date may be displayed in advertising literature. If anj. o n of the OA is 0 Y p Yg X A J�iP 11`1 .' displayed, • then it shall be done in its entirety. • • • 66 • ' • .60• 66 INSPECTION: A copy of this entire NOA shall be provided to the user by;the•npnufacture66..t• or its:,.,,: distributors and shall be available for inspection at the job site at the request of the Bdi'ldidg Official.'" ' This NOA revises NOA No. 11-1018.14 and consists of this page I and evidence pages E-1 NIXE 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. &MMIAMIMM 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 -- LMP', 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 per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 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 Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 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 FTL-59801 FTL-5993, FTL-6036, FTL-6001, FT L--6014, FT"0159 FTL-60171 FTL-6023, • FTL-6024, FTL-6025, FTIr6028, FT"031, 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 FT"015 have been revised and reissued on 12/29/09, all signed and sealed by Julio Gootales. P. E. (Submitted under previous NOA No. 09-0826.10) ' "" 0406:0 C. CALCULATIONS •.1. • • • • 1. Anchor verification calculations and structural analysis, com 1 in wish tl~2010 :.. • • Y�� p.Y g. . •.. > prepared by manufacture, dated 01/24/14, signed and sealed by i� Mille?, P. E. • •; • •. 2. Glazing complies with ASTM E1300-09 •1111• '� ••/i ,.. 0000 • • i r' '; • j� ✓' 1••• 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 SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL--7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTI --5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTI -6017, FTL-6023, FTL--6024, FTL -6025, F"TL--6028, FT"031, FT"033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed -by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-017711, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 666864, 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industrtes,.ft. for ItIf Serie' • • • :' "SGD-770 Aluminum SIiding Glass Doors w/ wo Reinforces nis", app*joYed on.. 12/01/11 and expiring on 02/17/15. • .... . ..... ...... . . ..... . .... . ...... . . . . ...... Jaime D. Gaseon, 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 77U LMI SLIDING GLASS DUUR DESIGN PRES UjZE QUIRT• NOAbR jW.ING MAP 1. GLAZING TYPE OPTIONS. (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS- T=TEMPERED HS= HEAT STRENGTHED SEE TA13t:F3 1.24& OR. •' 0 SHEET INTERLAYER TYPES - SGP - .090 DUPG3 7LIT DBPVB INTERLAYER. PONT BUTACITE PVB 116' LAMINATED: ES OF 3118" HSGGLASS WITH SHEETS T,$ $1�1 • • • • ' NN��RR��•a� tIUAUFIED�TESCONFIG........»2-4 (2) .090 G4 - 7/18• LAMINATED: (2) LITES OF 3118' HS GLASS WITH AN .090 SGP INTERLAYER. GLAZING DETAILS ....... ».. 6-6 G3A - 9/18' LAMINATED: (2) UTES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. ANCHORAGE _... »..... »....... 7-16 • ..• DESKWRESWRES....». 7-9 Gr)- I'LAMINATED I.G. 318' TEXT. CAP + 318' AIR SPACE + 716' LAMINATED. (2) LITES OF 310' HS GLASS WITH AN .090 DBPVB INTERLAYER. • • GS- I'LAMINATED I.G. 318" T EXT. CAP + 318' AIR SPACE + 718' LAMINATED LITES OF 3/18• GLASS WITH AN SGP INTERLAYER • • ' • • • • BLEi/,T IONS .. »...........15-16 fr r ••• (2) M .080 • • • • • • COI GSA -1" LAMINATED LG. im T EXT. CAP + 8118' AIR SPACE + 7118' LAMINATED: (2) LITES OF 3/10' HS GLASS WITH AN .080 DBPVS INTERLAYER • � • ..• • • • � . • . . • • • GENERAL NOTES: SERIES 77U LMI SLIDING GLASS DUUR DESIGN PRES UjZE QUIRT• NOAbR jW.ING MAP 1. GLAZING TYPE OPTIONS. (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS- T=TEMPERED HS= HEAT STRENGTHED SEE TA13t:F3 1.24& OR. •' 0 SHEET INTERLAYER TYPES - SGP - .090 DUPG3 7LIT DBPVB INTERLAYER. PONT BUTACITE PVB 116' LAMINATED: ES OF 3118" HSGGLASS WITH SHEETS T,$ $1�1 • • • • ' NN��RR��•a� tIUAUFIED�TESCONFIG........»2-4 (2) .090 G4 - 7/18• LAMINATED: (2) LITES OF 3118' HS GLASS WITH AN .090 SGP INTERLAYER. GLAZING DETAILS ....... ».. 6-6 G3A - 9/18' LAMINATED: (2) UTES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. ANCHORAGE _... »..... »....... 7-16 G4A- 818' LAMINATED: (2) LITES OF 114' W GLASS WITH AN .680 SGP INTERLAYER. DESKWRESWRES....». 7-9 Gr)- I'LAMINATED I.G. 318' TEXT. CAP + 318' AIR SPACE + 716' LAMINATED. (2) LITES OF 310' HS GLASS WITH AN .090 DBPVB INTERLAYER. • • GS- I'LAMINATED I.G. 318" T EXT. CAP + 318' AIR SPACE + 718' LAMINATED LITES OF 3/18• GLASS WITH AN SGP INTERLAYER • • ' • • • • BLEi/,T IONS .. »...........15-16 fr r ••• (2) M .080 • • • • • • COI GSA -1" LAMINATED LG. im T EXT. CAP + 8118' AIR SPACE + 7118' LAMINATED: (2) LITES OF 3/10' HS GLASS WITH AN .080 DBPVS INTERLAYER • � • EC-noqAf[............ 18 1iER=• SECTIONS.».....»....18 GBA - T LAMINATED EG. 1/4" T EXT. CAP + 8/18' AIR SPACE + 7118' LAMINATED. (2) LITES OF 318' HS GLASS WITH AN .090 _SGP INTERLAYER 67 - 7111° LAMINATED: (2) UTES OF 318' ANN GLASS WITH AN .090 SGP INTERLAYER G7A - 9118' LAMINATED: (2) LITES OF 114" ANN GLASS WITH AN .090 SGP INTERLAYER. � • • © � . • . . • • • HO "&CTIbNS........»..19 PARTS UST. .......... _...... — 21 08 -1" LAMINATED LG 3118' T EXT CAP + 318' AIR SPACE + 71W LAMINATED• (2) LITES OF 316' ANN GLASS WITH AN -M SOP INTERLAYER. EXTRUSIONS....._...._ 22-23 GOA -1" LAMINATED I.G. 114" T EXT. CAP + 6110' AIR SPACE + 716' LAMINATED: (2) LITES OF 318" —NDN GRASS WITH AN .150 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 331/3% 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-6883, FTL-8001, FTL-W 4, FTL-8016, FTL-8017, FTL-6022, FTL41023, FTL-W24, FTL-6026, FTL-6028, FTL•6031, FTL-6033 AND FTL-8038 DATED 817108, FTL-7664 DATED 1U0113. ELCO TEXTRON NOA: 07.0426.01, 03.0226.06, ANSIAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADW200SALUMINUM 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 2-0} A. D.L.O. WIDTH -PANEL WIDTH - 7" S. D.L.O. HEIGHT- PANEL HEIGHT- - 826' 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" OR 616' ULTRACON (FORMERLY TAPCON) 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 912 STEEL SCREWS (G6). 1/4' ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF 912 SCREWS (PAN HEAD} 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK lx 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 RESPONSIBIL17Y OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 608346 AND A MINIMUM OF 1/8" 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 LASING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALUC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 114' 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, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. concrataftrewlUfflumage Mtnbnum EmbodamartlandMinimum Edge Mdama Requ Concreto Strength Requirements Masonry Sheugm Rwirenrents PRODUCT REVISED DLR. fo' UngmmtedCMU ASTM C410 BuRDalPIyf dirm �WBbthcFlotids Read and 891 auft Type ASTM G90efi4 Rout eadomeng Aueptamxi No 1l.^ - Concrete UnGroated CMU grouted CMU Doo Ultracon 114" 27110 Grouted CMU to Seegotte 2103.2.2.12 and y��s.i G 8/18" WW P31 8809 otme FM sxPlF�n �w A� The Dia. Mia Eng Mia. Ed Min. Ema Min. Ed Mln. Fina Mtn. Ed Men Crdf94g9x 884 1/4" 3360 pal list OIgtrrma a 714" 1 3M 2 In 1 VU2 4 2 1 974 2 V2 ado3 Men Control N16" 1 34 1 114 1114 79118 19!4 2112 Hco Cmt04qextre4 114" 1 374 2 112 1 114 1 2 V2 N01 R4Wm1=116d Deinmons: P4fwk(Anobor Tendon) P4Hook Mounting Adapter(Anchor Sheer) EE=Edge Claim= ood pn. fimbbJ ewe ea ,8111& Mn. n. ``��0��{ LYNN.... MiNIEd � 4 CE(NS •Q � Concrete Grouted mu Concrete Grouted CMU Mtn. = Mhbm 912 Wood Screw . ••••.. Type Dla. Min. Emb. Mia Ed Mln. Eau kM. Ed Mia. Emb. Mia Ed Mia. Emb. Min. Ed Ern Ulhaean ud" 1 314 212 t 974 2 V8 1314 z 12 1 aro 1 V4 CONCRETE SCREWS8TRENOTH3: Elco OTHE ex 884 1318" 1" _ OC : No. 68705 @oo Crere•Flex 884 V4" 1 N4 2 12 Nm Recomnnudad 1 314 2 12 Nall Recommended Fycrum =13SK31 UNLESS O7NLJZWISENOTF.D _ !� FU MIN. =177KS1 D •' 41 a T� ` "Vi 10/m Crw1 FBC201000DECHANGE 0 .• SATE DED TYPe,5W. A,08, ES REP 1MIECAWO100YDiWHIFW�flv_ C3ENERAL NOTESAND MAP %` '•. FLORIOP•' `�� JR 01/23/14 C2 FK -766470 NOTE 1. MOxOAOg, H.3427d ...� ................... .... �i�iSO,_ . ' _ . C\ ,� U� `l LLI by __l A. Ll11�li AgLlgR �.E NDlCOM78, FL947/4 �® sgD7n0 NTS 1 d 23 POT0002I C21 PES6ero9 APPROVED CONFIGURATIONS: • . • .; SEE D.P. TABLE, SEE D.P. TABLE, SE D. . T*LE, SHTS. 7-9 '� SHTS. 7-9 ' • • • •' SH'iS- -�-vMAW 1 • S IE 1T17 eau (� p :b► fFl Fb/SEE D Up7 n D. TABLE TABLE p e e TABLE SHTS© © n_ ibT ii•1 s . iFD m 9 9 S S Xp 3 ' xo, ox, xX, CGG n P TAQI G xxD ITS 7-9 SHTS. 7-9 , 13 13 'IrC D 3 EELED R , OXO, oxx, xXo, oxxp,xxxp I ti• • • 00 v �Mnee oxxo, xxxo, oxxx, xxxx, - - - xXXXp CORNER, TYP. POCKET, TYP. nim"�Dsue nacon�i POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING.. �.� 4vwv DETAIL "S" OR "T" INSTALLATION. EXAMPLE:°N ' •t+:'�,1GE6%SF'•'.'P XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET %* CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. *' No. 58705 ; X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. o ; ..LJ, f0l11/11 ae NOCHANGETWSHEET QUALIFIED CONFIGURATIONS ZU y z _� rOTOTEG/NOLOCaYYDRNE i � '•' FLO(tIOQ;•' ('j �� JR lf-JW4 C2 NO CHANGES TOTHIS SHEET NOKOb113 A 34276 , SERIES 770 LUMo.e SGD-LMa.l T4 S �'AiSLYSP EO,,10dNI�41LAi01�aSC D7o 2 a 23 PGC SEE D.P. TABLE, •; SHTS. 7-9 1 • . • • : :.: . go.... • am •• . . •.• :.• :.• •.. SEE pn TABLE SHTS. s / s T 7-9 oxxxo, xxxxo, oxxxx, xxxxx, xxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, S gDP l i o PRODUCTRBVISBD T P a y ascomply"19VII WFlmida S MJAW Badding Codc y . Accep[anootdo -IZLA. a BLtp,�am_ /it ;.Ai mdoPwduclCoutw �.�� oN� • !CCF ��'. oxx)cx0, XXx;XXO, O�;XXXX, xxxxxx. ; a� ;.��sr ' •.�' xxxxxxp is No. 58705 APPROVED CONFIGURATIONS�� JJ fWtfHf Cir NOCHANGTE7Hl83HEET u.aosac �? '•. ATE F = QUALIFIED CONFIGURATIONS 'O'�' '•• Fto>n°P'' C�� A o1MM 7 Imw—N0 aWYOESTo nW &HWr lmN 342M SER/ES 770 ALUM. SGD - LMI ro eQxuae « a-1vrx ,,. 8W- �`� a rroxoAArs �3avn ® sonno NTS 3 -23 mTom C2 A P P.E.N MILLE1% ABLE HTS. 7-9 SHTS. 7-9 EE , a 9 1 � s 1S APPROVED CONFIGURATIONS: • • „ •: •� • i SEE D.P. TABLE, • • ' ": $HTS. 7-8 ri•� • .:. •:• "' • SI E TAI SH 7 SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CGG n D TART G S TA Si SHTS. 7-9 rcy13 0 F- 1 EE BLE goo go 000: ° ITS. S. T �a -9 APPROVED CONFIGURATIONS: • • „ •: •� • i SEE D.P. TABLE, • • ' ": $HTS. 7-8 ri•� • .:. •:• "' • SI E TAI SH 7 SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CGG n D TART G S TA Si OMMXXo, xxx)0(M0' oXMXMXl MxxxXM, XXXXXXXXp 3 L4NGE THIS SHEET rmo.rEctavQUALIFIED CONFIGURATIONS KNGES TO TMS SHEET NOWN tisems raagx,6as SERIES 770 ALUM. SGD - LMI Noxoms, w.3v4 ® NTS 4 d23 " PGTCOC2 F' •.7SC No. 58705 lef�E '.cco_• corn ,ate A LYNN MILLER, P.E.666766 SHTS. 7-9 rcy13 0 F- 1 EE BLE , ° ITS. S. T �a -9 OMMXXo, xxx)0(M0' oXMXMXl MxxxXM, XXXXXXXXp 3 L4NGE THIS SHEET rmo.rEctavQUALIFIED CONFIGURATIONS KNGES TO TMS SHEET NOWN tisems raagx,6as SERIES 770 ALUM. SGD - LMI Noxoms, w.3v4 ® NTS 4 d23 " PGTCOC2 F' •.7SC No. 58705 lef�E '.cco_• corn ,ate A LYNN MILLER, P.E.666766 202 •�• : : •p. �.� �.• • i• 204 214 . ••• • • • • ;' '• toa 3/18" HS GLASS 3118° HS GLASS x� r moors �8° � GLASS • • • • + • • • • .090 DBPVB 090 SGP 090 SGP • • 3118" —1 GLASS 74 ins° / GLASS 74 3n8° GLASS 74 7118' NOM. 7l1s" NOM. 7118" NOM. BI ES �8�0�11 II t GLASS l 8O ► 1 it �GLA B1TE W 203 •• •� •• • 0.4, ••' • GLASS 74 1/4° HS GLASS • ••• • • • 9/16° NOM. • • • • • • • • ••• ' No. 58705 ( ' 202 •�• : : •p. �.� �.• • i• 204 214 . ••• • • • • ;' '• toa 3/18" HS GLASS 3118° HS GLASS x� r moors �8° � GLASS • • • • + • • • • .090 DBPVB 090 SGP 090 SGP • • 3118" —1 GLASS 74 ins° / GLASS 74 3n8° GLASS 74 7118' NOM. 7l1s" NOM. 7118" NOM. BI ES �8�0�11 II t GLASS l 8O ► 1 it �GLA B1TE W 203 •• •� •• • 0.4, ••' • GLASS 74 1/4° HS GLASS • ••• • • • 9/16° NOM. • • • * 202 •�• : : •p. �.� �.• • i• 204 214 . ••• • • • • ;' '• toa 3/18" HS GLASS 3118° HS GLASS x� r moors �8° � GLASS • • • • + • • • • .090 DBPVB 090 SGP 090 SGP • • 3118" —1 GLASS 74 ins° / GLASS 74 3n8° GLASS 74 7118' NOM. 7l1s" NOM. 7118" NOM. BI ES �8�0�11 II t GLASS l 8O ► 1 it �GLA B1TE W 203 205 215 MWIRM 1/4" HS GLASS 090 EXTERIOR 114" HS GLASS —' j `— A90 SGP �0 1/4° ANN GLASS Ago — GLASS 74 1/4° HS GLASS 1/4" HS GLASS 74 1!4"ANN GLASS --" NS 9116" NOM. 9/16° NOM. S18' NOM. W NOM. BITE t S1 ) 11 I II GLASS GBITELASSGLASS 87 I 11 I II �G �S Q9/18" LAMINATED GLASS TYPES 67—A \\ I t I I \\\ lu i * ' No. 58705 ( ' TE ' NO NTWS SHEET x sgxlsa°SERIES NOKOA018 FL 30274 OLAZ/N(3DETAlLSo_Pa. A.l REE m � P.E JR ADDECD QU1ZfNQTYPE3O��a acrr 770 ALUMINUM SGD - LMl8mc ;0142=1�4=MAI OW05BY V9. NTS S d 23 PGT0002 , . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • 210 tie)r, 218 •• • • • •• ••• as ! 3116" HS GLASS HS GLASS "TER CR 3118' ANN GLASS • • i i i i i i • • • .090 DBPVB EXTERIOR .090 SGP ,090 SGP • • • • • • • • 3/18' HS GLASS g 3M6' HS GLASS nF • • • 4,* • • • �8/� AIR G SCE 74 3/1� T G Ste) SCE 74 1'NOM. - 1" NOM. 383 83 314' NOM. 3/4° NOM.NOM. GLASS GLASSASS 79 BITE79 BRE RE I TRUSEAL DURASFAL SPACER---/TRUSEAL DURASEAL SPACERS TRIMAL DURASEAL— 1' LAMINATED I.G. TYPES Gb 55 1" LAMINATED I.G. TYPES G6 `�` Al' LAMINATED I.G. TYPES G8 55 211 213 217 3M6°HS GLASS 3/18° HS GLASS 3118' ANN GLASS .090 DBPVB EXTERIOR .090 SGP .080 SGp 3M8" HS GLASS 3/18' HS GLASS 3M6' ANN GLASS 6//18' AIR CE 74 5118 AIRSPACE 74 6116" AIR3�ACE 74 U4" T G 1/4" T GLASS 114" T GLASS 1" NOM. II - 1' NOM. - 1" NOM. 83 1 83 83 314° NOM. 314° NO 3/4° NOM. GLASS GLASS GLASS 79 BRE 79 _ BITE 79 BRE PRODUCTREVISED es complying Willi Ilio PWdda 11.114. .40 TRUSEAL DURASEAL SPACER TRUSEAL OURASM SPACER MMEAL DURASEAL SPACER Acceptance No 1' LAMINATED I.G. TYPES GbA ` i" LAMINATED I.G. TYPES G6A 55 Q 1' LAMINATED I.G. TYPES GOA 55 � lyiamibndeProdtutConhvt"�� No.58705 0�./ EO J WWII c NO CHANGE THIS SHEET GLAZING DETAILS :D'��: J OMM ADDED aiS'S10NAI,eHP ameneyC. awe ame NSERIES 770 ALUMINUM LUMINUM SOD - L.MI ?4 n. A.aLYNN l tMt 0t1l Et+R+P.E. FL=wro mNTSa78rt a23 mxPO70002 C2 P E&b7OSMOB0M 1114 DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -STANDARD STILE- STANDARD ASTRAGAL TABLEI > HEAD& SILL (HIES) 8df6bOCK, SIRAMHT& 00I1NE2ASTPAGAL OLLISTM PLUS N1E MDATEANO IMQTY. PER PANEL H& S. >40M3ANCHOROTY. >P•HOOKANCHORQTY. G3.7110°LA MIM(3LASS.(3V78'HS.IPVB/3118'KS) ArofarType= G3A - 9118' LAKMATBIGLASS - (U4' KS.I PVBI 114' KS.) 1) 'IN 8.00 U.TPACON (FOWIFICY TAPOON G5. THS' LAMNAT®I.G.U.-(3MV'TBdP.IAR13118'RE. r INS I3/1S'KS.) 2)-u4'S34tlRETEFL8( GSA -7116'LAMNATEDLGAI- (IN TSYP.I AIR/ 3118' H.S.IPVBI3118'H.S.) 3) •WIMILTRAOON 07-7118'LAUMT®GLASS -(3118-AMLISGP/3J1(rAM) 4)'#12Stf33.SCAEW(G5) 07A-9118'LAMNAT®GLASS -(114'AMISGP/114•ANN) •SEEANCFDRAGENOTES 1&2ONStEEr1. GO.7118' LAMNATEDLG.0 - (3118' TEM? IARI 3118' AM I SGP/ 3116' AM) GBA-7r10°LAMNAT®LMU- 114'TBS+P.1AR/311('AML/SGP/311CAML) UNIT HEIGHT 80 84 1 00 OB NOM PANEL WIDTH FRAME SIDE N Z o U ° U a N n Q U N z U O U N V GLASS TYPE -ALL ABOVE +60 -60.0 +80 -60.0 +60 -60.0 +60 -60.0 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 04+2 C4+1 0 4+1 C4+2 24 [�H&S JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P HOOK 6 8 5 5 6 S 6 1 b 1 b 5 1 b 1 6 GLASS TYPE - ALL ABOVE +60 -60.0 +60 -60.0 +80 -60.0 +00 .80.0 &S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+230J10 10 10 10 [PH 10 10 10 10 10 10 i0 10 -HOOK 6 6 1 5 6 b S 6 1 5 1 6 6 5 5 GLASS TYPE -ALL ABOVE +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&3 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 04+1 C4+2 C4+1 C4+1 C4+2 38 JAMS 10 10 10 10 10 10 10 10 10 0 10 10 P-HOOC 5 6 6 6 5 5 b b 5 --16 b ( GLASSTYPE-ALLABOVE +60 -60.0 +60 -60.0 +SO -80.0 +80 -80.0 H&S O4+1 C4+1 I C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 y d JAWS 10 10 1 10 1010 10 10 10 10 10 10 10 FH -00K 6 b 5 5 5 5 8 8 8 6 8 6 GiASSTYPE-ALLABOVE +60 •60.0 +60 -60.0 +60 -60.0 +60 80.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 04+1 C4+1 04+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 Q P-H001C b b 5 8 8 8 6 O 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. 2. WHEN USING THE 2112° 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 W FILTRATION WHEREAS THE 1 1/2° 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 DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DLO WIDTH - NOM. PANEL WIDTH - 7' C2 • • • AIL • • • d O= EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RUSE (+) DESIGN HEIGHT LOAD FLUSH 1-1/2° WA LOW 2-W +46.67 PSF MED 34/4° +60.0 PSF HIGH 4' +60.0 PSF SEE NOTES 1-3 EX1 119 90° OUTSIDE CORNER DLO HEIGHT = NOM. PANEL HEIGHT - 8.26° • • • • •• •• .• . 80 • • • • • • • . tri . . • 67 • •.• •• STANDARD ASTRAGAL STANDARD STILES 90° INSIDE CORNER OH LENGTH I OH LENGTH OH OH HEIGHT HEIGHT EQUALTOI L OR GREATER SEE NOTE 3 Noxonl/s,F1.s4a7. Po encs SERIES 770 ALUMINUM SOD - LMI nwxaes c%s+a7a ® svn7ao NTS �7 d 23 MT0002 ,wis Oto Florida `��`Z`O.•''GENSF '`�'p '�� k No. 58705 SATE r\�: •'•.. FLOR1o1"-*' 1 A LYNN MILLER Py - P" 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DEIGN PRESSUREAND ANCHORAGE-UN•REINFORCED-HPAWOUTYSTILE•STANDARDA87RAGAL. :A.I md4ft. dud C.--rroI` OH LENGTH OH OH HEIGHT TAMA2 > H'AD88LLom H03S.OQLdBTRA0MO WAGAt OMSTEiFLUSWSM 7EANMMQW.PE2PANLH88, >JAM1iANOHORQ7Y. aRHOOKANOF00RQ7Y. No. 68705 SEE NOTE 3 • • • 6{1+TE bF� AndrorTypav: • 04.7118'IAMNAT®GIA89•(SH8•H8./8GP/SIt6'HOa UNUMSGD-LMI 07-7118'LAAMAMDOLASS-(3+IS'AL lSW/3HVAtOt) 1)'V4•IL00L TMCON (P OOZY • 2718' WAW113061ASS-(1WK&/BGP/V4•Ka) 07A-8/18•LANINATE)BASS-(iWANJ./SbP/1/4'AML) 2) 1/4.886CREBRDL • • 08.7118'IAISNAI®L0.LL-(dfl8.79JP./AR/3/1B'H&/SSP/3flS'H8.) OS-7/18'LAWA'1®LQU•(9N8r TERR/AR/3flNi. 8'A/GW/2I18•AM) 3)`81S'LLTRACON G8A•Tf18'IA84VA1®10.4-(VI.76MR/AR/3118'H&/Sl#�/S%8'HB.J GSA -7118'LAL4d4 WWAL-(W'MP./A1R/3718'AML/8W1311VAM) 4)'01281OLSMN(G'6) 'SffANCHOWENOlE31 &20NSFMT1. UN(f HEKW 80 1 84 so I I102 108 114 120 NOR PANEL FRAW U U U U OpQ U �Q$ �pU OpQ U jQf U U 5A)LTIiI GIVE N A ' N N 1; O N N Y N N A O N o Ix IV r +1 N +) •" N if GLASS TYPE-ALLAIOVE 60.0 40.0 BOA •BOA BOA -80.0 BOA 40.0 60.0 -60A 60.0 •80.0 60.0 -80.0 60.0 $0A H&S C4+1 C4+1 C8+2 04+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 04+1 04+1 C8+2 C4N 04+1 C8+2 C4+1 C4+1 CB+2 04+1 C4+1 CS+2 24 JAMS 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 b S 6 6 5 8 6 6 6 6 6 6 0 8 0 6 8 8 6 6 6 6 6 GLASS TYPE -ALLASOVE 60.0 •80.0 60A -ODA BOA -60.0 86.0 49LO 60.0 -60.0 60.0 40.0 60.0 -BOA 80.0 .BOA H&S 04+11 COI C8+2 04+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 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 %2 30 JAMS 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 B 5 8 8 6 b 6 5 6 5 6 8 8 8 0 6 6 8 8 6 8 8 a GLASSTYPE-ALLASOVE 80.0 -00.0 S00 .6DA 60.0 •W.0 60.0 -60.0 60.0 •80.0 60.0 •80.0 ODA -80A 80.0 ADA H&8 C4+1 C4+1 C8+2 04+1 C4*1 C8+2 C4+1 C4+1 C0+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4v1 LSa2 C4+1 C4+1 (S+2 C4+1 04+1 08+2 30 JAN" 10 10 10 10 10 10 10 10 10 10 V_]_10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 8 6 5 8 6 8 8 $ 6 8 6 6 6 8 8 8 6 7 1 7 1 7 7 7 7 GLASS TYPE -ALL AWE 80.0 .804 BOA •80A SEE •80.0 80A •60.0 50.0 40A 1 60.0 -80.0 50.0 -6DA 80.0 -60.0 H&9 +2 C4+9 C4+1 C0+2 C4+1 C4+1 C8+2 04+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 04+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2R.. 42 JAI4IS 10 10 10 10 10 100 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 R4N001( 6 8 6 b 8 88 8 8 B 8 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -ALLA M 60.0 •60.0 80.0 -60A 80A -60A 60.0 •60.0 BOA -W.0 60A -SDA 600 -60A H&S 04+1 04+1 C6+2 C441104+1 CS+2+2 C4+1104+1 C8+2 04+1 04+1 C8+2 04+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 48 JAMS 10 10 10 10 10 100 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 WHOOK 6 6 6 8 8 88 7 T 7 7 7 7 8 B 8 8 8 8 88 0 GL7SSTYPE-ALLASOM 60.0 -BOA BOA •80.0 004-. 600 -80.0 N&8 Cq+2 04+2 27 04+2 C4+2 C6+2 C4+z C4+2 CS+z 04+2 0I+2 C5+2 84 J/d4fID i0 10 10 10 10 10 10 10 10 10 10 10 P -HOOK e s s s e B B s 7 7 7 T PANELS OVER 48"YYIDE GLASS TYPE -ALLABOVE 600 -80.0 W.0 -0.0 WA •80.0 -60.0 NOT AVAILABLE OVER 9W' HIGH /''� His C4+2 C4+2 C6+2 C4+2 C4+2 C6+2 C4+2 C4+2 C6+ C4+2 C4+z C6+2 ( BO } JAW 10 10 10 10 10 10 10 10 10 10 10 `: 8 i 6 8 1 8 1 8 1 8 7 1 7 1 7 1 7 1 7 1 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114° SILL. 2. WHEN USING THE 2 Qr SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4' SILL POSITIVE DP IS 60.0 MAX (NEGATIVE PRESSURES UNCHANGED} SEE TABLE 2A. 3.2112', 3114° AND 4' 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 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. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NOKO6B8, PL Sm P.G BQX 1822 NOKOMI� FL 30274 O = EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. OP SLL RISE (+) DESIGN maw LOAD FLUSH - I-Iff WA LOW -2-1 +48A7 FSF MD -3-1/4 +B00PSF KOH - 4' +60A PSF SE£NOTES 1-3 SERIES srkmkam SOD77V 4 . •see 0 09 61 • • • ••• • • • • i i S�ANp�R[iA?TMGAt• • HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90" INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH - NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.26° OH LENGTH } OVERHANG :A.I md4ft. dud C.--rroI` OH LENGTH OH OH HEIGHT LU t u 11 L 0/ ��jON GEN3F `��,��i HEIGHT EQUALTO 1 QI OR GREATER No. 68705 SEE NOTE 3 � • 6{1+TE bF� 3E ��'�n •. F(ORIOP• �(9 �• '�/VS;flNA- UNUMSGD-LMI 0% A LYNN M1RJ.ER P.E. P.Fg om 10nK" a 8 - 23 PGT0002 C2 DESIGN PRESSURE MD ANCHORAGE -UN -REINFORCED -HEAVY DUTY SME -HEAYYDUTY ASTRAON. TABLES. > HEAD & SIL 01&S) NTELLOCK, STRAIDHT & CORNELASTRAOAL CLUSTER FLU$ MFRMSYMEANCHOR OTY. PER PANE. H & S. > JA1,G ANCHOR QTY. >P-HOOKANCHOR QTY. 04 - 7118' LAMINATED GLASS- (3118' H.S. / SOP13116' H.S.) Anchor Types: G4A - 9118' LAMNATM GLASS- (1/4' H.S. / SGP1 U4' HS.) 1) '114' E LCO ULTRA00N (FORMERLY TAPCON) Gt1.7/18'EAMNATmLG.U.-(3116'TEMP./ARI 3118'H.S./ GOP IS/1('H.S) 2)'114-SS4CRE7EFLEX GOA - 7118' LAMNATEO LG.U. - (114* TEMP. / ARI 3/1(• H.S. t SGP/3/18' H.S.) 3) '511(r ULTRACON 97.7118'LAMINATEDGLASS -(MVANN. ISGP!3118'ANN.) 4)'912 STEEL SCReN (05) 07A-9M6'LAMNATEDGLASS -(1/4-ANN./SOP/ IWANN.) "SEEANCHORAOEN07ESI&2 ONSHEU1. GO - 7118' LAMINATED LG.U. - (3/18'TEPAP.I AR / 3/18' ANN. / SOP 13/1(" ANN.) GOA - 7118' LAMINATE LG.U. - (191' TEAP.I AIR/ 3118'ANN. / SSP 13R0'ANN) UNITHEIGHT 80 84 90 96 NOM. PANEL FRAME] WIDTH SIDE Av r M N . e7 v �( a `h a 1J LN M tl C4 GLASSTYPE-ALLASOVE 1 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 08+2 08+2 08+2 CS+2 C8+2 C6+2 C6+2 CS+2 08+2 CB+2 C6+2 JAMS 10 101 1010 10 10 10 10 10 10 10 10 24 P -HOOK 6 6 6 6 6 6 6 6 6 8 8 8 GLASS TYPE- ALL -ABOVE 90,0 -90.0 90.0 -M.0 90.0 -90.0 90.0 -90.0 H&S C8+2 C8+2 C8+2 CS+2 C6+2 C6+2 08+2 CS+2 CS+2 JAMB 10 10 10 10 10 10 10 10 10 30 kip-HOOKM 8 8 8 6 8 7 7 7 7 GLASS TYPE -ALL ABOVE 1 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 E H&S CS+2 C6+2 CS+2 08+2 CS+2 C8+2 CS+2 C6+2 CG+2 C6+2 C8+2 C6+2 38 2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 i P -HOOK 6 8 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -ALL ABOVE 90.0 -9DA 90 -90.0 90.0 -90.0 90.0 -90.0 H&S CS+2 CS+2 CB+2 CG+2 08+2 06+2 08+2 C6+2 CS+2 C6+2 CS+2 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 1 10 42 } d P -HOOK 7 7 7 7 7 8 6 -T -8--T8 9 9 9 GLASS TYPE -ALL ABOVE 90.0 -90.0 90.0 -90.0 90.0 •90.0 SEENOTEA E H&S CS+2 C8+2 C6+2re +2 CS+2 CS+2 C6+2 CS+2 C6+2 CS+2 CS+2 CB+2 46 , JAMB 10 10 100 10 10 10 10 10 10 10 10 P -HOOK 8 8 8 8 8 9 8 1 9 10 1 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USING THE 2112' SRL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4° SILL, POSITM 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 1 112' 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 DIAGRAM): 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. NOKOAIIS, FL 3f= P.O. SQ)C 16RB NOXOMlB, FL3!?74 . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• ©• 61 • • • • • • • • • ••• 6X7. • • • i •• ••• •• HEAVY WTY ATRAGAL • • • • • • • HEAVY DUTY STILES DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.26' 90° OUTSIDE CORNER NOTE A: +/- 90.0 PSr - GLASS TYPES 4, 4A, 6, K 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 -2-1re +46.07P5F M® - 3-1/4" + 80.0 PSF HIGH - 4° 1 +9D.0 PSF SEE NOTES 1-3 tttwno 90' INSIDE CORNER OH LENGTH OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 QI OR GREATER SEE NOTE 3 !!NUM SOD -Wl .a u*Waxa 8 -23 1 PGTOM tltlltEl 6 1' Teo) � ? tOt��ttN�ttAX1- A LYNN MRLER. P.E. . . ... . . . ... . . . . . . . . . . • • ••• • • • • ••• 1. APPROVED ANCHOR TYPES: 1)1/4° ELCO ULTRACON (FORMERLY TAPCON) 2)1/4° ELCO SS4 CRETE -FLEX 3) 6116' ULTRACON 4)#12 STEEL %CREW4G5) • • • • 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 13. SHTS. 7-9: • • • • • • • • • • • • • • • • • • • • • HEAD &SILL ._ ..._..... W MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK *!O$T$ (ZIT AND 9ORNES ASTRAGIL LOWON, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 6' FROM CORNER ANCHORS CAN BEsINCLU®ED). ADRWTONAL4MJCHOFvw MAX ID.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90- CORNER ON SHT. 11-12. JAMBS & P -HOOKS... 8° MAX. FROM BOTTOM AND 21' MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. •• • • • •• ••• •• ANCHORS PER PANEL° ARE 8° MAX. 3.5 x INTERI OCK SEE CLUS R DET., SHT. 11 • • • • • W MAX. THOSE AT THE HEAD AND SILLCENTERLWE 8" MAX. t BETWEEN CLUSTERS OR THOSE F;g TYP BETWEEN A CLUSTER ANDA °4.061- FRAME JAMB OR P -HOOK. 2. 4.061' t o o 3.6' 3.6' 24' MAX. O.C. 'I t P3.6 EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL. 2 --TRACK EXAMPLE SH )WM = (14) ANCHORS TOTAL (3) PANEL, 48"x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE -------------------------------------------- SEE - _ - _ EXTERIOR - C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE IL B JAMB CLUSTER DETAIL BELOW SEE CLUSTER 2 C4 2 C4 2 C4 2 DETAILS, SHT. 11 x x x x x z x ■ x x 61 MAX ®x x x x x x w x x x 6„ MAX ® 10• MAX. x e- ° SEE NOTE a MAXMme' (10) 3.6' TYP. BELOW —� ® x = FRAME 21" ANCHORS ® ANCHORS MAX. O.C. MB (7) P -HOOK 14• o x x (SEE SHEET TA ANCHORSO ®® • ANCHORS 13 FOR 24' INTERLOCK a ANCHORS x CLUSTER x MAX CENTERLINE O.C. • ® MAX SPACING tf ® 10' MAX. x x 6' MAX. ®x x x x x Ix xx x 6° MAX(.— x x x x xl z x x x x 24- MAX. O.C. .I Ir MAX, TYP. PRogUCTU�ED 3.6' TYP. L — 90° CORNER ew wnlAYh 8 wttb ibe FIwlde t3eild(ngCodd EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60"x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE :.•H�tIDn�aFrodectControl SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 W MAX ° 4051-p'j ............ �''� 0 0 0 o MIN. ` •.� ��' I ° F1x ° - ° ° 3.6° O C do t No. 68705 " 2.04- EXTERIOR SEE CLUSTER DETAILS, SHT. 12 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS AICAOp. F 0 8, R MM & SHEET 15 FOR P -HOOK ANCHORS'. ) 1�t' or i'A '•. S ATE J L 1M11H1 NOCHANOETMSHEET i�iC� •.. FLOMOA. (� GE SPACING & EXAMPLE PLAINS xw�r f070 rcrawoMoot•�+v6' ANCHORA, laww JR 01MM CZ MOCHANOEST0TW SHEET NO==, FLOWS SERIES 770 ALUMINUM SCID - LMI P.O. tiQX f82B a+w er aft Q.d amxc NtUCOb83, FL30274 &ase cxu Q9KgNa M. A. LYNN MLLER. P.E. RMC mmsm WA 8Gt7770 NTS 10 d 23 PGT()002 C2 P.U50705 • e •e• • • • • •o• INT ASTRAGAL OR INT ASTRAGAL OR ASTRA AL OR INTERLOCK INTERLOCK WT. INTERLOCK • • • • • o CENTERLINE CENTERLINE CENTERLINE • • • s 0: • o • • • 3.6 R3.6 • • • • • • • • • • 1.75 3 6 1'76 i l i i i i i e o a • 9 •e• •e• ••• • 4.o-� 4.051 051 2.040 2'040 2.040 • • • e • • + + • • • • .6 4.051 7 7 • ••• 3 • • s • •• • o 2 -TRACK. ASTRAGAL I INTERLOCK 2 -TRACK, ASTRAGAL I INTERL�K 2 -TRACK. ASTRAGAL I INTERLOCK • e i i o• o . i i s• • so ANCHOR CLUSTER - C4 ANCHOR CLUSTER - CS ANCHOR CLUSTER - CO ASTRAGAL OR INT. INTERLOCK — CENTERLINE 1.75 --1 &6 NCHOR CLUSTER - 04 ASTRAGAL ORINT INTERLOCK CENTERLINE 3.5 [2-4.046 2040 5.388 4 -TRACK. ASTRAGAL/INTERLOCK INCHOR CLUSTER - CE P.CE 8QX 1828 NOKQ488 FL 30274 ASTRAGAL OR INTERLOCK Imo' CENTERLINE 73.6 4.049 2-04 2.04 3 -TRACK, ASTRAGAL I INTERLOCK ANCHOR CLUSTER - CS SERIES 770 ALUMINUM SGD - LMI amarapt eoalx 6isrt As�yNa sornro NTS 11 a23 I PGT00D2 NOTE. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. NI 1.nvn 4f 40 .......... •' `F� * No.58705 �d IC �o s a �y. �i �� '•. F<OR1D�'.' Cj.�� S/ONAI- 1h11110 , A LYM MILER RE P.E@83783 EXl ANCHOR CLUSTER - C4 •• •• • • • •• •• • 2.04 2 -TRACK 90" INSIDE CORNER SHOWN, 2 -TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - CS USED FOR 05 AND CO 2.04 • • •ALL DPASNSIONSISHOWN • • ' •�•---•y • • E BASEH�IIQI�UM • i • • OWEDNDIMEYSIONS SHOWN ARE IN INCHES. - 3.889 •• • • •• ••• •• BuildingCodo14- .di. °plptrattn» • •• • • • • •• • U ie •• • • • • ••• •• EXT. I n I r/rr 2.04 2 -TRACK 90" INSIDE CORNER SHOWN, 2 -TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - CS USED FOR 05 AND CO 2.04 INT.3.889PRODUCTREVISED jRp&esg w cmnplyingwi6� UroFlorldo BuildingCodo14- .di. °plptrattn» U ie �Nnm DadoPmtaaCoaW1 EXT. 3.5 I n I r/rr 3 -TRACK. 90° OUTSIDE CORNER SHOWN, 4 -TRACK. 90° INSIDE CORNER SHOWN, ``�n �i 3 -TRACK. 90" INSIDE CORNER SIMILAR (OPPOSITE) 4 -TRACK. 90' OUTSIDE CORNER SIMILAR (OPPOSITE) �.� �O • • • • C-6 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED `` 1 • v�GSNSF' AT ALL 3 -TRACK CORNERS AT ALL 4 -TRACK CORNERS r : z No.58705 o i ci �f-�H )`i: STA E O rmaaer we �''. ii•t� ' FLOMD! JJ 1Q/f1N1 NO CHANGE TMS SHEET WVTEaaaOLGrnxnrE ANCHORAGE, EXAMPLE CLUSTERS •' (9 �` ��`s ' • • •• �� , JR 01Yp/14 C2 No CHANGES TOTMSSHEET NOKOWS,FLXM roapxasze NOrCo- 11S , SERIES 770_ ALUMINUMSGD-LMl rrrnnnl�`` 0.LYM•1#WM MLLM P.E. P.E�a soOno NTS 12 a 23 a> Pa10002 _ C2 w X06/08 Va. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE 1,SHT.1 21/18° O.C., TYP NOTE 6 SITY.1 (1t4° MAX.) (-CONCRETE �— � ; �cewss'' .• R . . ... . . . . ... 21M8" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, S�14T.1 SEE CHART, S.T.1 • NCRETE SEE C!•IART, SHIT. 1' MIN. • • • • • D. TYP. 2'1118.0.0. 21!18" O.C. TYP 1 ° MQJ 21/18" O.C. Tlg. • j • i • E.D. TYP. TYP. w • • ,• „ EXT. EXT. r� {• • i; `'';. : �::'. S CHART a ; ..+r::r'.• I(. r•. 13U8"MIN. a 13V8" MW. s • 'y; i ?.:.y ',� +' SHT.1 1/4' 1/4 EXT. C� MAX MAX 1/4° y • • • • 1/#" ". •., . SHIM SHIM MAX • • • • • • • WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 SHIM v �H1✓MI • i • i i DETAIL A. 2 --TRACK FRAME HEAD DETAIL B, 3 -TRACK FRAME HEAD 'CONCRETE ANCHOR tYP., 9EE•ANC OR IJOT� 1 �S ! 1 • SEE CHART SHT.1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2-T K FRAME HEAD DETAIL D, XTRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 lac WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, \/lx WOOD BUCK TYP., NOTE 6 SHT.1 SHT.1SEE ANCHOR NOTE 3, SHT.1 (114° MAX.) 21!18" O.C., TYP. t_ SEEANGHOR SEE ANCHOR j NOTE 6 SHT.1 NOTE 6 SHT.1 �j (1!4° MAX) (1/4' MAX) Q CONCRETE EM' r 1 316" MIN. EXT. T T• 21116' 1" MIN { T 1 3WMIN. O.C., TYP. E.D., PRODUCT REVISED TYP. 2x 2x WOOD BUCK 08 complying "fib 16e PWrlda Ranalagt}s 1" MIN I DETAIL E, 2 -TRACK FRAME SILL21/16" TYP., SHT.1 D �l E., WOOD INSTALLATION SEEANCHOR O.C., . OCTYP TYP. NOTE 3, SHT.1 DETAIL F, 3 -TRACK FRAME SILL CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE 1,SHT.1 21/18° O.C., TYP NOTE 6 SITY.1 (1t4° MAX.) (-CONCRETE �— ` +YD; :J•a: :y,:' SEE CHART t }�� { ¢ .t ':� SHT.1 21/6" I O.C., TYP. F +- SEE CHART, SHT.1 DETAIL H. 3 -TRACK FRAME SILL ONCRETE•\ CONCRETE INSTALLATION \ SEE CHART, SHT.1--i+--�I :L; - ::T •,+Jj SEE CHART to �_'•: SHT.1 EXT. c WOOD BUCK TYP., SEE NOTE 3, SHT.1 SEE ANCHOR NOTE 6, SHT.1 (1!4' MAX) SEE CHART, SHT.1.'�~.�-.tt-~e •~ DETAIL G, 2 -TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN E.D., 1�- 1 1316' MIN. 2, SHT.1 EXT. PRODUCT REVISED -WOOD ANCHOR TYP., 08 complying "fib 16e PWrlda Ranalagt}s SEE ANCHOR NOTE 2, Aaeptenw No SHT.1 litph6QonD%Uu,r EXT. 1318° MIN � ; �cewss'' .• R 1° MIN 21!18' O.C.. TYP. 21118° O.C.. TYP. �' - E.D., * No. `705 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 DETAIL J, 4 -TRACK FRAME HEAD DETAIL K 4 -TRACK FRAME SILL TYP. - CONCRETE INSTALLATION WOOD INSTALLATION 9 ; C41 ttl^ Iia f ' ao�eex r acemx JJ 1MNH1 C N0CMww7WSHEET�i,Ui� Mwd'oerom>FcxNOLoorroavE ANCHORAGE DETAILS pT '•..FtCR10? ' G'\�� JR Of/29H4 C2 NocwwoEs>o7HM3sN�r 1Y01 q_ FSS�ONAL RMW Va. SERIES 770 ALUMINUM SGD-LM! NOKO 3Q174 ® msufmne su+e mre SQD770 NTS 13 -23 pwraxa PGT0002 ase C2 A LYMd MILLER P.E P.E.ft88M5 i—. a time SMC oB�Db/09 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 NCRETE 21!16° O.C., TYP. 1/4° MAX. SHIM -►{ -H F+F 1 SEE CHART —� SHT.1 SEE ANCHOR ``��\ t t 111111, 1/4° MAX SHIM - NOTE 6, SHT.1 p . • • • •. • F �.� Nsg SEE CHART EXT. ANCHOR QTY. FROM TABLES ANCHOR QTY. FROM TABLES AX) (1!4" MAX_ ) SHT. ?� :; ' SEE CHART �. EXT. .....,.rt .,:•,.t DETAIL S. P -HOOK +:; a SHT. .:.?•t� CONCRETE ANCHOR _ tY l� Ujy M i" �:• •„ r•'•,�:,,; ' spa. 21/16" ' s T �reneeF mue JJ 10/11/11 /' %"%t .� •; �''"+%:.r,`•• .:+. ' is": • .i �" TYP., SEE i�it� •'•..,!�COR�OP: •' �'��;5'S/ONA� � EXT. ''•. •.'��t::::.'+1'}!�, yy?'�: .t.• O.C.. TYP. M. i•�:k '' `• ANCHOR NOTE 1, SEE CHART, SHT •. ` �: SHT.1 P.O. BOX 1839 NOXOM6B FL34?74 DETAIL L. 4 -TRACK FRAME SILL 0. LYNN M!<LER, P.E 102 PF a eB�os w ppm CONCRETE INSTALLATION CONCRETE c ANCHOR 13/B° MIN. 1°MIN TYP., SEE 7.,`^i: ONRY J �'C' 1/4" MAX SHIM EXT 1 1/4° MAX. SHIM , EXT, I 1 318" MIN. ANCHOR � NOTE 1, SHT.1 c WOOD WOOD ANCHOR ANCHORIm MW. I ;''.�;': 1/4° MAX SHIM - TYP„ SEE TYP SEE ANCHOR NSA ANCHOR 21118" DETAIL O, 4 -TRACK FRAME JAMB CONCRETE "� 1 NOTE 2, SHT.1 O.C., TYP. CONCRETE INSTALLATION � 2X WOOD 1318° MIN. ANCHOR BUCK 114° MAX SHIM NOTE 1, SEE EXT. SHT.1 ANCHOR 21!18 NOTE 3, DETAIL N. 2 -TRACK FRAME JAMB SHT.1 WOOD INSTALLATION O.C., TYP. WOOD ANCHOR TYP., SEE ANCHOR I 21116" DETAIL M. 4 -TRACK FRAME JAMB NOTE 2, I O.C., TYP. WOOD INSTALLATION WOOD FRAMING — SHT.1 P -HOOK MOUNTING ADAPTOR1 318" MIN. ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS —' 1" MIN. 1" MIN. X WOOD BUCK SEE ANCHOR NOTE 3. SHT 1 DETAIL Q. 3 -TRACK FRAME JAMB f; 1 WOOD INSTALLATK)N �.:•; 1 3!4" MIN. 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . �• • • 2.04" SEErci Hsi_ • S .1 • It • • • • • %z•, 21/16" 4.061" s:: • �+ O.C.. Typ, MIN. t!.• • • • • • • • • O.C. ••••• • • i 3� �• ;� a1 • • • • RYPICAL JAII B LUSTER FOR DETAILS !;� • �•• • ••• ••I.N.0.P.Q&R SEE CHART SHT.1 SEE CHART SHT.1 21/18° O.C., TYP. DETAIL. R, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION - SEE CHART, SHT.1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS ,.---`-----CONCRETE/MASONRY :. (GROUTED BLOCK ONLY) SEE CHART, ''•: SHT.1 WOOD ANCHOR 1 ``��\ t t 111111, SEE ANCHOR NOTE 2, SHT. 1. EXT. SEE ANCHOR NOTE 2, SHT. 1.CLIA tc p . • • • •. • F �.� Nsg 2.883 MIN. ANCHOR QTY. FROM TABLES ANCHOR QTY. FROM TABLES tib: vct '• EXT. 13, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION,THIS V3. SHTS. 7-9 PERTAIN TO ANCHORLOCATION, MIN. I No• 58705 =_ DETAIL S. P -HOOK 2.893° DETAIL T. P -HOOK _ tY l� Ujy WOOD INSTALLATION CONCRETE INSTALLATION s T �reneeF mue JJ 10/11/11 a�aa C NOCHANOETHISSHEET f070N0XW.. * GE DETAILS i�it� •'•..,!�COR�OP: •' �'��;5'S/ONA� � m 01413fa Cz XoCil Naw ToTmslfEET SERIES 770 ALUMINUM SGD - LM! •. P.O. BOX 1839 NOXOM6B FL34?74 ® saarar"xe me sc%llm NTS 1 14 a Y3 PGT0002 0. LYNN M!<LER, P.E 102 PF a eB�os q�°gp lom oafem ppm WOOD FRAMING P -HOOK MOUNTING 1 3/8' MIN. P -HOOK MOUNTING ADAPTOR ADAPTOR ANCHORS ANCHORS LOCATED MI ADAPTOR LOCATED MID -SPAN BETWEEN P -HOOK BETWEEN P -HOOK INSTALLATION ANCHORS INSTALLATION ANCHORS I r .9 I \ m WIM. '- WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. JL ANCHOR CITY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693° MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DETAIL IP, SHT.18, ANCHORAGE DETAILS %1 s 11 Pmme veo.-q Peeveeenq I PANEL ,a PANEL — SEE CHART, SHT. 1ONCRETE / MASONRY • • 4(GROUiED SIL LOCKONLY) PANEL nl TYPE Ia TYPE II TYPE TYPE 'A' i u 'CIS' r t 'AS' K' SEE CHART, 1 114MIN. ,•>;: .'` c: �i4'fiii� ciHT'i• ••• •• ED.t • • • • • • ••• • • • •• • Ia II 00 0 CHR Q'f1'. FROEt TAS • • • • Aq!C 1 9 � I I io it 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, DETAIL IP, SHT.18, ANCHORAGE DETAILS %1 s 11 Pmme veo.-q Peeveeenq I PANEL ,a PANEL PANEL PANEL nl TYPE Ia TYPE II TYPE TYPE 'A' i u 'CIS' r t 'AS' K' III 1a II III Ia II III y III 1 9 � I I io it III �' iii ie I SEE n 1 iii 1 o sa i e iR NOTE 3, SHT. iii in ei 16 II 6 --eve- I' -------d I nd L�_nnnana >��annamaaJ &'C', SHT. 13 s DLO WIDTH = NOM. PANEL WIDTH - T DETAIL'U', SHT.18, DLO HEIGHT - NOM. PANEL HEIGHT - 8.25' ANCHORAGE DETAILS 'E' &'G', SHT. 13 )X-90° CORNER -XX (2 TRACK INSIDE 90° CORNER) INT. *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES NO CHANGE THIS SHEET I 1 2.693' MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION DETAIL 'EF, SHT. 19, ANCHORAGE DETAILS W &'P, SHT. 14 'BB', SHT. 19 EXT. i- DETAIL 10C, SHT. 20 HORIZONTAL SECTION B -B ) X 1.60' PH SMS PANEL CORNER DETAIL lib X 1.00" PH SMS (OPTIONAL) m FRAME CORNER 1".rT A tt SERIES 770 ALUMINUM SGD - LMI WSJ 15 -m I PGTom \\\\llllllll /Irk ........ / 3t • 14o.58705 s& ONA4 `••�• A. LYNN MUER. RE REIN 68m TAE DETAIL'CC', SHT, 19 DETAIL BB', SHT. 19 DETAIL'FP, SHT.19, DETAIL EE', SHT. 19, DETAIL V. SHT. 18, ANCHORAGE DETAIL TI & ANCHORAGE DETAILS'N' ANCHORAGE V. SHT. 14 &'p', SHT. 14 DETAILS'A' JOY IE S 3 DETAIL'U', SHT.18, SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER OXXX (Z TRACK) &'G', SHT. 13 CONSTRUCTION DETAILS SHT. 15 EXAMPLE PANEL PANEL PANEL JEL TYPE TYPE TYPE �' POCKET 1P ! % L PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MAX. SE SEE DP SEPARATE NOTE TABLE lLES a � a O X X XUNDER DETAIL'CC', SHT. 19 DETAIL W, SHT. 19 DETAIL W. SHT.19, DETAIL'AN, SHT. 19.\ ANCHORAGE DETAILS'O' ANCHORAGE DETAILS'S' & T, &'{Y, SHT. 14 SHT.14,'MM' &'NN', SHT. 16 DETAIL W, SHT. 18, ANCHORAGE DETAILS V &'D'. SHT. 13 OXXXp (3 TRACK RIGHT POCKET) DETAIL MP, SHT. 18, SEPARATE lLES SEENOTE a3O X EXAMPLE ANCHORAGE DETAILS'F' &'FI', SHT. 93 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 FOfj SECTIQN DETAILAND $HTS. 7-16 gOR q{JCHORAGE DETAILS. 2. DLO WIDTH =NOM. PANEL WIDTH - T DLO QiTa QM. P/1AI HE"T - 8.26'i • • 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTI�E, b•OCI•tNd� IN4'O KEEPER �17EM•103) �T FRAMASTRAGAL E JAMB OR 4. LEASE SEE APPLICABLE ASTRAGAL & BdTE11LON80NTWtATIONS11ER DPUBEES.• i • i DETAIL V, SHT. 18, ANCHORAGE DETAILS'A' I I Pemex ---9 P�------- i l • • • • • / • • • • e • ETA0.'EE', SHT. 19, PANEL � a PANEL I � PANEL P/N4L s • • • • AA 'A' 'CS' DETAILS TI' i I � TYPE i ® TYPE � I TYPE TYPE* • • e • • iii i o i I 'QS' � o • • • o • & SHT. 14 iii , i v 'j A S� DETAIL'BB', SHT. 19 iii ;% i e it DP i o oa SEE TABLES DETAIL'JJ', SHT. 20 NOTE 3 o a t Ilk===mom--d k=m-=m-mdl 6�nnnnaansb6nnnannan' �T• XX -90° CORNER -XX (2 TRACK ��' V, SHT. 18, HORIZONTAL SECTION A -A ANCHORAGE DETAIL3'E' 90°OUTSIDE CORNER) _EXAMPLE &'G', SHT. 13 3/D6 P.0.6QX t@8 NOXOM!$ FL34974 DETAIL'BB', SHIT. 19 DETAIL'HH', SHT. 19, DETAIL'Z', SHT 18 ANCHORAGE DETAB.S'M' ANCHORAGE DETAILS'I' &'O', SHT. 14 &'J', SHT. 13 HI PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE MA BE DI SEE 7A61 NOTE 3 XXXX (4 TRACK BY-PASS) EXAMPLE SCiDT/0 NOXOM(8, FL .ES kvmuwl & 1', SHT. 14 18 + 23 I PGTOD02 % • No, 55705 �iO'�� '•• fiLORVOQ;•'�� 1Ssi OivA4 ��`�� Pi. LYNN Mtl1Ep P.E. p"mm DETAIL Y, SHT. 18, ANCHORAGE DETAILS'IC BHT. 13 EXAMPLE SCiDT/0 NOXOM(8, FL .ES kvmuwl & 1', SHT. 14 18 + 23 I PGTOD02 % • No, 55705 �iO'�� '•• fiLORVOQ;•'�� 1Ssi OivA4 ��`�� Pi. LYNN Mtl1Ep P.E. p"mm DETAIL Y, SHT. 18, ANCHORAGE DETAILS'IC BHT. 13 •• •• • • • •• •• • • • • • • • • • • • NOTE: 1, SErbDP TABLES FOR Mb • • • • PANEL WIDTH & • APPI,(,PLE ASTRAGAL & F�•* I CKS. .E XK • •• tYBR • • • • 00' INTERIOR • • DCK (ALL PANEL. TYPES) EXTERIOR NER STILE LE OCK NER TVER LE OCK NER ,STILE (ED STILE !NM UVEB ED STILE XE LOCK PRODUCTREVISED m compVngvgf dw it da Du s—a 1LAcWanci4 Expingtn�Dpto 2D NflmlDaJoPro MControl lllltUit -4 LYNN 4g, , Yc: No. 58705 ;c �-A� �• •''•.!C�OR10p;•' .Gam; � 0 P.E. 12 C2 P.E # S8T08 SILL RISERS OPTIONS to EXT. 1B6T FLUSH BOX SILL RISER 16 EXT. 1.667' FLUSH FLAT SILL RISER ) PANEL SHOWN DETAIL V DETAIL'U' NO CHANGE 23 21 �, 3.305' EXT. �. EXT. LOW BOX SILL RISER LOW FLAT SILL RISER MEDIUM BOX SILL RISER 22 3.3106' EXT. —1 MEDIUM FLAT SILL RISER 24 • • • • 4AW EXT. • • HIGH BOX SILL RISER 26 4.066' EXT. HIGH FLAT SILL RISER • • • -<Yin c INTERIOR [� r {ALL VEF:7 SECTIONS) 2 112 • • • • • • � 4S � • • 53 62 51 2ETA0. 7.L' SCREEN 46 AT HEAD �^ FIXED PAN SHO' DETAIL'W' P.O. BQX 1628 NOXOMfu^, FL 94274 IXED PAN SHO% DETAIL'T DETAIL Y VERTICAL SECTION DETAILS w SERIES 770 ALUMINUM SGD - LMI eeeere•e awe: toes assyee SOD77o NTS 18 a 23 1 PGT0002 DETAIL 'MM'SCREEN AT SILL l LYNN IWI(l"//��i No. 56705 �••'•. ST xeO •'•,� ��O�F�'••�OR10?'�a(J A P.E9 STANDARD ASTRAGAL DETAIL MIT HEAVY DUTY ASTRAGAL AND STILES 14 ll8 00 OR 81 103 113 DETAIL'EE' UCfAR'M" NO CHANGE TMS SHED 16 B 80 OR 61 P.T. DETAIL'DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ. SECTIONS) 10, EXTERIOR 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE P.O.BOAl1879 A•01�$FL3lR74 DETAIL 'GG' (FD(ED PANEL) SERIES 770 ALUMINUM SGD - 3QD770 NT8 1 19 d 23 u++h POT0002 �ilU 11111/� `w N`( 41. No. 58705 STTE�� • �U�: `S10NA1`�?�• X Lym muim P.E. P."53706 . ••• . • • ••• • � � 16 • • •• • •• ••• 80fNl81 14 • • • • • • • ••• 800R81 •• 5 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE P.O.BOAl1879 A•01�$FL3lR74 DETAIL 'GG' (FD(ED PANEL) SERIES 770 ALUMINUM SGD - 3QD770 NT8 1 19 d 23 u++h POT0002 �ilU 11111/� `w N`( 41. No. 58705 STTE�� • �U�: `S10NA1`�?�• X Lym muim P.E. P."53706 1 1i3 • • • � • � � 16 • • •• • •• ••• 80fNl81 14 •• • • • • • • • • 800R81 •• 5 103 113 17 DETAIL'Il' 113 106 105 DETAIL "If AT MIDSPAN DETAIL'FP (FIXED PANEL) 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE P.O.BOAl1879 A•01�$FL3lR74 DETAIL 'GG' (FD(ED PANEL) SERIES 770 ALUMINUM SGD - 3QD770 NT8 1 19 d 23 u++h POT0002 �ilU 11111/� `w N`( 41. No. 58705 STTE�� • �U�: `S10NA1`�?�• X Lym muim P.E. P."53706 5 7 11 DETAIL 'JJ' DETAIL 'KK"""" (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) '�N No. 68765,,, —_ rtenaes are xwuec awafme ��P� 1 ATE W^ d 10/11/11 c N0CffMGEw8 $Hwr to�o�c�rotoor HORIZONTAL SECTION DETAILS, CORNERS ;O.c� •.. F��o? . ��, A � a x0CHA&W8T0nirs &lEErls;NO1CD141�� 76 SERIES 770 ALUMINUM SGD - LMI s/NAS- ad. aft'Vito=s '� .,.n,. «. ai'vr 'a6iLl'�a� pa 800"o NTS 20 d 23 PGT0002 C2 sM aJn P.e.NW705 ... . • ... DETAIL 'JJ' DETAIL 'KK"""" (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) '�N No. 68765,,, —_ rtenaes are xwuec awafme ��P� 1 ATE W^ d 10/11/11 c N0CffMGEw8 $Hwr to�o�c�rotoor HORIZONTAL SECTION DETAILS, CORNERS ;O.c� •.. F��o? . ��, A � a x0CHA&W8T0nirs &lEErls;NO1CD141�� 76 SERIES 770 ALUMINUM SGD - LMI s/NAS- ad. aft'Vito=s '� .,.n,. «. ai'vr 'a6iLl'�a� pa 800"o NTS 20 d 23 PGT0002 C2 sM aJn P.e.NW705 40 4319 612258 SCREEN SIDE PAL -LOCCSTILE 41 GLASS 17116LAMINATEDHT41TSOP 7LOCKWGSK SCREEN LOCKSET 42 61M 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAL 48 4318 812257 SCREEN BOTTOM RAL 47 888 78RAZ ISTANDAMROLLER 48 668 76W STANDARD ROLLER -ST. STL 49 4344 64344 SCREENASTRAiA. 60 17349 617349 Om SCREEN ASTRAGALADAPTER 51 1802 61692 SCREEN SPLINE -.105 62 1694 61894 SCREEN SPLINE -.150 53 113 81816020 SCREEN CLOTH 54 172511r 617339 x C x 1118' SM1NG BLOCK 55 1728 • • 1• XC X 1116"SMO BLOCK 202 GLASS 7118LAMINATED HT4TT PVB DescdX- GLASS 9'16 LAMINATED HT-HTPV8 204 GLASS 17116LAMINATEDHT41TSOP 205 GLASS I116 LAMINATED HT -HT SOP 61M PANEL. BILE • NOTE: ALL ALUMINUM = 6063-T6 f i 7T i`LT4-f'l L-�i:i 7 aA ITEM POT DAV. @ POT.0 DescdX- ROLLER AM HOLE PLUG , . ..• 17325 61M PANEL. BILE • • • • • • • • • • 61 17328 617328 PANEL STILE (HEAW OUTY) , , • • • • 62 17327 617327 IN MOCKAOAPTOR • . • f 106 17352 , e 63 1225 NK48 VINYL BULB WSIP. - THIN (INSIDE NTEim • • • • • • • • • • 64 ITEM POT DAV. @ POT.0 DescdX- ROLLER AM HOLE PLUG , • • . w 17325 61M PANEL. BILE • • • • • • • • • • 61 17328 617328 PANEL STILE (HEAW OUTY) , , • • • • 62 17327 617327 IN MOCKAOAPTOR • . • f 106 17352 , e 63 1225 NK48 VINYL BULB WSIP. - THIN (INSIDE NTEim • • • • • • • • • • 64 1720 71720 SILL END WEATHERSTRIP PAD 781USN HANDLE IQT- RECESSED INTERIOR WRHTHUMB TURN 110 65 17328 617328 INIERLOCKSCREW COVER 710X34PP8 510 X314' PH. PN. TEK -SLS. 67 17329 617329 ASTRAGAL 113 • • • • • • • 68 17339 617339 HEAVY DUTY ASTRAGAL • • • • • • • • • 89 17324 617324 TOP 8 BOTTOM RAIL • • • • • • • • • • ' 70 173511 417350 WEATHERSTRIP EXTENSION (INJECTION -Ma—DM • CORNER RECEIVER • 71 1685 71695 1IWX1"X314"HIOHFN SEAL DUST PLUGS • • • • • • • • 72 8153 78163X TANDEM ST. STL ROLLER ASSY. 73 8153 7816M TANDEM NYLON ROLLER ASSY. 74 SWCONE DDIN899OR905 76 8185 78185X GEMINI MORTICE &PLY DUAL LOOC WILONO TRIM PLATE 78 7103=FPFX M0-32 X1" FL SS SCREW W/ TYPE V- TIP n 7103239 1032 STEEL HNC U4NW 78 17358 617358 3118 $ V4 OGEE BEAD HOWONTAL 79 17357 617357 P 10 BEA) HORIZONTAL 80 17359 617359 7118 BEAD HORIZONTAL 81 law 617360 818 DEAD HORIZONTAL 82 1224 81P247K VINYLBULB WEATHERSTRIP 83 IOTAPE 1!--X'118" SINGLE SIDE ADHESIVE TAPE FOR 10 BEAD 100 8032 48052 ROLLER AM HOLE PLUG 101 LAMINATED IG 114T-7116 LAMINATED HGHT PVB 72087 AMB BUMPER 102 1698 71896 DUST PLUG 103 8188 78185X P KEEPER 104 653 78OXEEP SCREEN LOCK KEEPER 105 17344 817344 FDEOPANEL CLIP -8'LONG 106 17352 617352 EWERIOR RXED PANEL RETAINER 107 1739 71739 FIANDLEICTT-INTERIOR RAISED WITHTHUMSTUU 108 1 1740 71740 HANDLE IOT- RAISED EXTEFICIR HANDLE too 1731 781USN HANDLE IQT- RECESSED INTERIOR WRHTHUMB TURN 110 1732 78178 HANDLE IGT- RECESSED EXTERIOR PULL 111 710X34PP8 510 X314' PH. PN. TEK -SLS. 112 1235 87518 WSTP,.270X.170-RN SPIAL 113 1712 SW68 .187 X.230FLNSEAL 114 7/0X116PPX 810X11fr -fl —5 710XPPT #10X1' 118 720X1X 1#14-20X1- ST. STL 117 720XI12X 814.20 X1.S' ST. STL 118 17338 8173'38 CORNER RECEIVER 119 17337 617337 JOUTMUECDRNERASTRAGAL 120 17338 1 8117338 JINSIDECORNERASTRAGAL 210 GLASS LAMINATED 10 31167.7118 LAMINATED W -Hi PVB 211 GLASS LAMINATED IG 114T-7116 LAMINATED HGHT PVB 212 GLASS LAMINATED 103/18T-7118LAMINATED HT -HT SGP 213 GLASS LAMINATEDIGWT-7118LAMWATEOHT-HT SGP 214 GLASS 7110 L M9NAIED ANNMN SOP 215 GLASS 816 LAMINATED ANNAM SOP 218 GLASS LAMINATED IG 3716T- 7118 LAM INATEDANN-ANN SOP 217 GLASS LAM1NATE010114T.7116LAMINA7EDANNANNSOP NOXOH79. FL3m P.O. SQX 1618 ADROMIA, R 3W4 ]A SERIES 770 ALUMINUM SGD - LMI lkwlft mrx am+9arb =no NTS 21 - 23 PGT0002 {{y{lull//171 ` No. 58705 I.IAT.1 A LYNN MILLER P.E. P.E.B 68705 1.303" 0.718° 1.060" 0.83° 1.060°1.003-0• • • • 0080, • • • • • r • • 0.062" 0.326° 0.060" 0.779° i • • • i' 0.062" 0.062* 0.7bY 0, • • • •1.182"• • 0.76 "• imo.Bw 0.264" 0.080" 0.050" 0.050" • • 1.739" + INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILLTRACK GLAZING BEAD (1-0.) FO(ED PANEL LIP (65) MAIL: 6063-T8 (b) MATT.: 608&T6 (78) MAIL 6083-T8 V 1) MAIL: 6W3 -T6 (79) MAT'L• 6063-76 (1 )MA 0W q • '1070- - . . • 3.802* i 0.752° L 1.183" 0.885° 0.233" 0.082* P -HOOK SCREW COVER (29) MAI606348 0.080" L• 3.802* 0.674" 0.075' P -HOOK (26) MAIL: 6083-T6 0.760" 0.067-110.062" 4.056" ul P -HOOK FOR BOX RISER (30) MAIL606376 4.126" 0.082" 1.304" 3.25" G: TB • (62)MATL• 8063-T6 �• s STANDARD ASTRAGAL (67) MAT*• 8063-T6 4 0.062" 1.6" 3.126" STANDARD STILE 60 MATO 6063T6 HEAVY DUTY ASTRAGAL (68) MAIL: 608348 4" 0.133" 1.8° 3.126" 2.3W 0.79 0.082* P -HOOK MOUNTING ADAPTOR TOP(BOTTOM BOTTOM RAIL ( ) HEAVY DUTY STILE (69) MAIL• 6063-T6 1.872* Ti (61) MAIL: 8083-76 0.750" r 0.082* 1018° SCREEN STILEI i 0'� (40)MAT'L:8063-T8 0.062" -"-IF-- 0.082* AAIEL412ETAOtE INTERLOCK 4K106) MAT - FLUSH FLAT SILL RISER 0.232" (18) MAIL: 6063T6 FT09w I I 0.232" 3.855" 0.062 'w L 1.5or i I 2455° IA 0.082' --►1 0.062" --►IFS- 0.082* - FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER 19) MAT'L: 6063T8 (20) MAIL 8083 -TS 22) MATL: 0083-48 (26) MAIL: 6063-T8 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER (24) MAM 6083T6 (23) MAIL: W03 -TO (21)MAT'L: 6083T6 HOXONS, 894276 P.O, iQB ,834274 SlDAO I NTS 1 22 d 23 1 POT0002 (28) MATT.: 6063T6 %%X111111111 � CENS • F � ' No. 58705all (((�� ll l�Q Vt STATEO �'•�`� "7,', ZO VAL,E��. ifellt A LYNN MILLER P.E. P.E.W mcs . .... . . .... 5. 8.662° • 1.36° .1.046° � .. . 1.606° • • • . ... 1.211" 1, a 662• • • • ... +.. .s. 0.081" 0.081• 0,080• SCREEN TOP RAIL 0.081° (1MTRACK (45) MAI6063-TSD X (10) MAT L 6083 T8 .. • • • oil.. 6.198• 6.628°—�+ • • i . i • • • 8.198° • . . • • . u :5. 069' • .. . . • • .. 1.2111° 0.876" r _ kE 1 0.081" 0.080" 3 -TRACK SILL L 0.082° 2 -TRACK HEAD W1 SCREEN TRACK (9) MAT L 8063-T8 SCREEN BTM. RAIL (2) MATL• 6063•T6 6221" (46) MAIL: 8063-T8 2 TRACK JAMB 7.105" (14) MAIL 6063•T6 2 -TRACK JAMB W/ 1.605" SCREEN TRACK 1.38" (16) MAIL 6083-T6 T 0-1 1.211• 0.080, 136" SILL W! SCREEN TRACK 1 0.081° 8) MAIL 8083 T6 3 TRACK HEAD (3) MAIL 8083 TB "—I 0.081° 4.49° 9.142° 1.606° 71.211 ° +� 0.080° 2 -TRACK SILL (1) MAIL. 063-T6 hT*TRACK HEAD 0.081° (4) MAIL 6063-T8 6.821" 1.8" 1 e 4" INSIDE CORNER ASTRAGAL (120) MAIL• 8063-T8 OUTSIDE CORNER ASTRAGAL (119) MATL:6063-TB COT 2.893° 0080" A CORNER RECEIVER (118) MAT -L• 6063 -TO PVTEM o OGYM ve EXTRUSIONS Hoax FL SUM SERIES 770 ALUMINUM SGD - LMI P.aegxfsaa NOKOAtf8, f130474 ® ""____ sonno NTS IS a 23 PG70002 3 -TRACK JAMB (16) MAIL 6083-T6 4 -TRACK JAMB (17) MAIL: T8 �a �}CENSF'•• .�f � No.58705 ~ �0 =X4� tV�: 10AlAI '�``�. .Ly t�k P.E. P.Exfi m r > < Z I Zme C) W) 1 cl sees *:so** 00*000 0 0 0 & • 0 000000 •0 00 000000 •0•so•000000 :*&..: 0 96:606 •0 0 sees .....000:00 *sees: 0*0000 00 00 a *:so*: :0*00: 0 • 0 sees *:so Process NO: ------- od OOOOM1144 , A iiilcable. NIUST PROVIDE FIRE R.C-QUIRENTNTS AND ' -p 1� SPE 10 I F, 4 CT N.