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HomeMy WebLinkAboutPERMIT Application PkgALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: J •46110 0 naw Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X _............. PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: .. .......... ... ........... Address: 54 Aqua Drive, Jensen Beach, FL 34957 Legal Description: WINDMILL VILLAGE BY THE SEA-UNITTWO- BLK A E 1/2 OF LOT 9 (OR 3567-1319: 3771-1208) Property Tax iD #: 4511-811-0010-000-4 Lot No. Site Plan Name: _ Block No. Project Name: Nanney Setbacks Front Back: _ Right Side: Left Side: DETAILED DESCRIPTION OF WORK: L_— ................ _... _.... __-_. _.._........_..._.........._____.__.................................. _......................____......__......._ .---....... __.—................ _...................... _.._............ ___...__ Install 2 sliding glass doors with impact CONSTRUCTION INFORMATION: _ _ -. _ ........ _.__..._ _nic ._._._.. ------- —i- - -...—....._ .----........... __........ . �med under this permit — chec all�� app-Ty: "-_...__.........____. _AdTtiona-1 worl<to—hffGasTank HVAC F]Gas Piping 0 Shutters FV/]Windows/Doors Electric 11 Plumbing Sprinklers 0 Generator F]Roof Total Sq. Ft of Construction: Cost of Construction: $ 10,445.00 UtilitiestSewer S. of First Floor: _ Septic_ Building Height: 15 (OWNER/LESSEE: CONTRACTOR: Name Diane Nanney Name: Bruce M Tyrrell, Jr Address: 54 Aqua Ra Drive _ Company: Kamrell Windows & Doors City: Jensen Beach State: FL Address: 2441 SE Golfwood Drive City: Stuart _ State: FL Zip Code: 34957 Fax: 772-288-6208 Phone No, 305-965-5228 Zip Code: 34996 Fax: 772-288-6208 E-Mail: dianana1@aol.com Phone No. 772-288-6205 Fill in fee simple Title Holder on next page ( if different E-Mail: pati.kelvasa@kamrell.com State or County License: CGC061180 from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: —_ DESIGNER/ENGINEER:— Not Applicable Name: i MORTGAGE COMPANY: Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: _ Address: City: City: Zip: Phone: i Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. _ Signature of Owner/ L ssee/ STATE OF FLORIDA COUNTY OF MARTIN The forgoing instrument was acknowledged before this - day of _ N��p—�20 \ (o by BRUCE M TYRRELL, JR. (Name of pPPs n acknowledging } �n z ature of Notacy_BL*ric- State of Florida ) Personally Known x OR Produced Identifica Type of Identification Produced Commission No. #FF085476 (Seal) Revised 07/15/2014 a YE:� Z lc'e"'.-/ ---L - 1!! � -1 _�_ - - S Signature of Contractor/Licen older STATE OF FLORIDA COUNTY OF Martin The forgoing instrument was acknowledged before me this 3O day of J�,\wpQL 20 \ tc by m Bruce M Tyrrell, Jr. (Name of pe o acknowledging) o a � � m � 4k rn Ig ature of Notary Public to of Florida }/ _ ar 00 N Gt D Personally Known x OR Produced Identification Type of Identification Produced " Commission No. #FF085476 (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE -- ..DATE COUNTER ----- -.- ...... ____ REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW __..__.._ . _..............._......__.._...._ COMPLETE INITIALS - --- -- -- I I -- JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4234722 OR BOOK 3917 PAGE 2513, Recorded 09/29/2016 05:04:07 PM tli >Oi h`ii Rf. i 0 l gmn-L�1L9L>IIrR: ■ 1hirSt ��neex+cdtrrrceardtWttnta NOTICE OF CONWNCEMENT F1 The undersigned hereby given notice that ingtmvemcnt will tx: made to certain teal property, and in accordance with Cliaptcr 723. Ilorida statutes the foth:wing information is provided in the Notict of corattrixemrnt. 46 f � 11 . 0010 1 �. 14 1. DTSCRiVnO1 Q,F' I�R(PFitI �,�L c al irrn tjot! an street aeidrcss) TAX FOLIO NUMBEW � _ '�- J f tbi`IT .el -1}ai{ a . C1fi 11it' ._ M{f[i1Lf VOIRSIr= 4-1 2_ Cib,"•VKRAI. gE,SCRIPTION OF 1MPRC)VH:MF.fVT: ��c�C�P„__�` _�.�4�� w�J r 3. OWNER INFORMATION: a. Nana) b. Address,y_� j��.j�Q�a�« . �L - �a intcrrtt in pruperty (l' d. Nance and address of fcc simple titteholder (if otl:er thane 4. CONTRACTOR'S NANIF„ ADDRESS AND PHONE NITNtBER: now b. TyrrcH. Jr., X40 $F.. Cx wow Ge., Saran FL 36983 7724188.62001 S. SURETY'S N.VAE, ADDRESS AND PHONE NUMBER AND BOND ANIOUNT: 6. LENDER'S NA:14E, ADDRHSS AND MONT NUMBER: 7. Persons within the State of Florida designated by Owner upon nhom notices or other dcwwnncnts may be served as lxovided by Section 713.13 (1)(a) 7,. Florida Stawtes: NAME, ADDRFSS AND PHONE NUMBER: SJo addition to himself or herself, Owner designates the following to recavc a copy of the Uetxtr's Notice as provided in Section 713.13 (1)(b), Fkxida SWUie5: NAMY, ADDtt1'SS AND PHONE M&IBER: 9. Expiration dale of notice of comracna errant (the expiration date is I year from the date of recording unless a different date is specified) -20- Signature _ ,2U_ Signature of Owner or - Print ,'lame and Provide Signatory's TitledOM4oe Owner's Audaoriyxd Officer•/DirectorfPartt IMa er State of Florida County of %eilAlslt lite foregoing instrument was acknowledged before nae this —day of ;.C_PIPIT21+► i:.c _ 20 % 4 ByblArve ( arm of pcmon) (Type of authority... e.g. Owner, ofd, trustee, attorney in fav) (Mame of patty on behaifof whom instrun=i was executed) Personally Known___ or p"ucod the following type of IIS: ft j * Asa GGtt4t5"�LCM r EE 2t�83 j !>1l/� C _ _ `�QQ EXFIRES,P�av9tnbCr3.213i5 (Pnntcd Name of Notary Public) t. nature of Not Pubt' t; �r a �drr�tr�yat� ta3a.etr. Under penalties. of perjury, f declare that I have read the foregoing and that the facts in it atm true to the best of my knowledge and belief (section 92525, Morida Stawtc-s). Signature(s} Owtxr(s) or Owmrfs)' AuthorizedOMcerll)iiwtor(I*artnerthtstnager who sit,>ned above. ria: i .�,.�d1-v`-'� �-' `�'" `•`� �f ___ By_.._._ WINDOW/DOOR SCHEDULE ID NO APPROX OPENING SIZE WXH MANUFACTURER MODEL # ** TYPE IMPACT PROTECTION IMPACT NEW GLASS EXISTING SHUTTER SHcrt ER NOA # & DESIGN PRESSURE 1 71.5 X 80 PGT SGD770 SG D X 16-0629.06 — DP +46.7/-60 39.72 SQFT X36.611-39.4 2 142 X 80 PGT SGD770 SGD X 16-0629.06 — DP +46.7/-60 79.3 SQF'r +35.111-37.1 3 4 - ...__- ..... _- .... --_ - .... 7 (l 12t 14 15 17 18 19 ,., 22 2 -- --- -- - --- 24 - - ----............. ...... 26 27 ....... ....... _.._ 29 ___-- 30 31 32 33 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBCIResidential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.F. PERCENTAGE OF NEW GLAZED AREA: (TOT,4L INSTALLED GLAZED AREA DIVIDED BY .TOTAL GLAZED OPENINGS FOR STRUCTURE) NOTE: The replacement of more than 25 of the aggregate area of exterior glazing (windows & doors) in one & two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement (approved shutters or impact resistant gazing) as per 2010 FBC/ EXISTING BUILDING 606.4. " INIT, WINDOWS _SH - SINGLE HUNG AWN - AWNING SL - SLIDING DR - DOUBLE HUNG CAS - CASEMENT FIX - FIXED NANNEY 54 AQUA RA DRIVE JENSEN BEACH NANNEY - 54 AQUA RA DRIVE, JENSEN BEACH, FL EXPOSURE C - RF HGT 15'- ZONE 4 0 r #2 #1 OXXO OX #1 - PGT SGD770 - ALUM SLIDING GLASS DOOR 71.5 X 80 - 39.72 SQFT - +36.6/-39.4 16-0629.06 - DP +46.7/-60 #2 - PGT SGD770 - ALUM SLIDING GLASS DOOR lo' 142 X 80 - 7.31 SQFT - +35.4/37.1 16-0629.06 - DP +46.7/-60 IS URAA (72 CPAA ACPA (216) is (216 ) 1v Ufa 55) Building height Zone 4 Area is 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47? 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5. 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 1 31.5 1 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 1 35.1 1 36.4 1 37.7 38.7 39.7 40.5 41.3 ( 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301. l(3). Converted to Vasd according to R-302.1.2. 1.1 NANNEY 54 AQUA RA DRIVE JENSEN BEACH MAM MIAMI -DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.aov/economy 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 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 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. 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 `°SGD-770" Aluminum Sliding Glass Door w / 90' & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, 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 Owre has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 ((( o'►�tt�2°1� Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge X Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coNTnvuED) 4. 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FI -L-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NDA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No, 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5`b Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NO.4 No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. '1�4-4;11� Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1)GLAZING TYPE OPTIONS: SEE TABLE S. THIS SHEET 8 GLAZING DETAILS ON SHEETS 4 E S. 21 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TARLFS ASTM El W. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE THE 33-1/356 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 DISSIMILA R MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBG REQUIREMENTS, AS APPLICABLE. 5) INSTAI.CATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA S, ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DES IN MANUAL. 7)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5983. FTL-Ml. FTL$014, FTL-8915, FTL{A17, F7LA022, FTL-0023, FTL-'024, FTL-8025, FTL•6028, FTL-8031, FTL-0033, FTL-8038 AND FTL-7554 TABLE A: GIouD Anchor StlbsWe Flemte Member Die1&noe MIR Edge51.114- I til' Eko Ub4ao6 DESIGN PRESSURES....... 6.8 INSTALL DETAILS.............12-14 11Wn ue oe-I� "WAd CMU, C40) Jem o 2- 15.18 GIeNWd,W mh. 2 ti ) Jk atlrIIP 17 2 Eko 410 SS CMSMx Ceneaa DNA A36 am) Iae090/J4mb 1' 21,22 IAipI00Yd CMU,_(A_8TM CoqJMDeNT a1R-F.TSpeMmPM G•Q56 N4"*lMne 1- GENERAL NOTES AND MAP ;��;;. SiATE Or W;� %�cs9ta�j. PSE. 2 kN)ibd6ik SERIES 770ALUM, SGD - LM IMPACT 1' .n ia1GN4 _ 14V -T» NTS I T • 22 e.r. P0T0780 I B Nz,10er410. Deo PT.S•dlamPMSG•0.563 Jamb i' 3 6.6. SMS. (mY. I1tMeNMI) Al m l SOow Sleet AW H dlwwI IaeV9iVJenb 31r 1r oA66- omr W Eko 16.6 SA. Aboni WU Mai St4 AM 01.33- C—to Ph 3.276 kW) M..&S9/Jemb HHeer5lUAmb 1-f/C Dow- tile' Unga CMU, (ASIA PSD) .Ymb oNy r 1-1/0 (ASIA C40.mkt 2 W imb W7 r r P.. T!G•G66) Ia.dSW emb 1• 1 4 12 Sba SMS 06. lmkt tt I1—ft) P. (SG•65 NeWf99lJaM Bnr tit• ANPMum, SOSI.75• kaeVBlVJeme Lr DOW SRW, Ate- Iaea wjV (1 0 80eN SNA AM Gr. S3• HeWI&Vi b Yr 110451 - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQVIREMFNTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ••P -HOOK INSTALLATION REQUIRES 2.593' MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P -HOOK REQ' "ems.. 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MAM1 RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON TI IIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/r THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4)METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK. NON-METALLIC GROUT, MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES ............. I EXAMPLE CONFIGS.......... 2-3 GLAZING DETALS ............ 4,5 ANCHORAGE ..................... 6.14 DESIGN PRESSURES....... 6.8 INSTALL DETAILS.............12-14 11Wn ue oe-I� ELEVATIONS ..................... 15.18 PANEL / SILL TYPES......... 17 CROSS SECTIONS ............ 18.10 PARTS UST ....................... 20 EXTRUSIONS ....... -........... 21,22 TABLE B. SEE DETAILS ON SHEETS 4 & 5 DESIGN PffSsuRE P Tn IMPACT RAT.'4 SEE TABLES 1. ] 6 a GN PATEO FOR LARGE & 9MM1 SHEET56.7 L6 MISSILE IMPACT RE9srA PRODUCT REVISED .ulMtrq kA fM Fl•rMe aOA�le. 18.0629.08 Bxpinesn Da 02/17/2020 9Y oar ueeNPeee 0Jea6 erB dbrlerbirlamed G3 vir LwLisa of 31w NS Gar Wm.oBr PVS MrIgr OSA atr Lemkaad: LIlu of W HE Glue We,A00' PVB kYWekr __-..... .. STANDARDS USED. •2014 FLORIDA BUILDING CODE(FBCL ETH •ASTM E13W.09 •ANSYAF&PA NOS -2012 FOR WOOD CONSTRUCTION •ALUUINJM DESIGN MANUAL ADM -2876 •AIS• -5100-0752-200 _. GLAZING NOTES: ANN' =ANNEALED -HS'=HEAT STRENGTHENED 'r=TEMPERED .ate.=,ggD•BUTACITE�PVB BY KURARAY AMERICA INC, .r .a,090'SE NTRYGLASr BY KURARAY AMERICA. INC G4 7n6•Lemhr Ulu MY1r HS Gap WIb.IW SG 11Wn ue oe-I� TNA tr Lem . Q) Uae or WHS Glue wM.09r SG IYdeyr 65 V LanMbd l.G.: S'tr TExa1W . W Nr +Tnr LrNaad: We d Vlr HB TINA° W61.06r PVB «... GSA 1'lemaMad LG.:tI/'TExada CeE+V1r Ak Spa+hTr LrllYabd: ('J)LYrdylr )S OIre WIH.o60'PVB GD t•laMlyde4l6: V1r TEakNlr dpa Lr Alrspoe•ine•W6kaad; (Z1Ubdyf&• H& OWN %".0w BG MmhSr_ - GSA 1'lAmkaad LG.: IW TESM4er6 aV1r Ak6 ainr lr101e L6rdLlr H601•ee W0,.010 -&i Lt Jt1 111 p VLYNN '� �1GENSF '•.,A • .1F '. * No. 56i G5 GI 7ltr lAlltlnea6 lbe d&nr AIN Gale WV oar BOK TAP Ub d1IP ANN GMr WM.OkO'SG Ydrayrr odt•L4mklred LG: Vtr TEm4r CAP+vr ASSpea.f/1r LrMuad; TJ)tlw of Ytr AN+Olue wH.OkO'SO kdlh GOA 1' LmOWW LG: 114• T ESlur CopaV1r Nr aTnr La %d;(2) Ute° d YIS•A/N (Sre M .oPY SG r JR - m1&2ola & s•ACERsroerEETu1de Teokeol.oevG�w•v Mr]4edTkro fBIf,OIAURI kelws GENERAL NOTES AND MAP ;��;;. SiATE Or W;� %�cs9ta�j. PSE. SERIES 770ALUM, SGD - LM IMPACT .n ia1GN4 _ 14V -T» NTS I T • 22 e.r. P0T0780 I B EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH CONFIGURATIONS NOTES: NOM. PANEL WIDTH 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS PER TABLES I-3 POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 1- LOCATIONS USING DETAIL "Jw','JC','Kw•' OH'K<' INSTALLATION. r i EXAMPLE: 3 -PANEL XXX( IN POCKET (p) CONFIGURATION CAN BE 1 1 � MAX. UNIT I-3 1 ;rc HEIGHT PER TABLES' _ -t `r ' j 2) 90' 8'35' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. -3 lie MAX. UNR 1 '� 1 1E 3? FOR NOM. PANEL WIDTH, SEE TABLES 1.3. 1 IGHTi PER TEABLES 13 ' I' E' "X' = OPERABLE PANEL, ppfiar � k P� r pp � A 'O' =INOPERABLE PANEL. "p -=POCKET f—DETNI LETTER r WOOD OR METAL INSTALLATION 1 -PANEL CONFIGURATIONS �Ei' 'C=CONCRETE INSTALLATION CONFIGURATIONS 1 MAX. UNrr WIDTH — NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PE 1 8 MAI HE F TABI rocrlET 3 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PCR TABLES 1.3 MAX. UNIT HEIGHT PER TABLES 5 -PANEL CONFIGURATIONS P {(!7 r 4 r {r7{() CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw','JC','Kw•' OH'K<' INSTALLATION. EXAMPLE: 3 -PANEL XXX( IN POCKET (p) CONFIGURATION CAN BE pXXXXP• pXXX XOR XXXXD. O)M IN POCKET CONFIGURATION NOM. PANEL WIDTH 1 I-3 CAN BE OXXXp. PER TABLES 1 F--- - _ _ -t `r ' j 2) 90' 8'35' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. lie MAX. UNR 1 '� 1 1E 3? FOR NOM. PANEL WIDTH, SEE TABLES 1.3. 1 IGHTi PER TEABLES 13 ' I' E' "X' = OPERABLE PANEL, k P� r pp � A 'O' =INOPERABLE PANEL. "p -=POCKET f—DETNI LETTER r WOOD OR METAL INSTALLATION 2 -PANEL �Ei' 'C=CONCRETE INSTALLATION CONFIGURATIONS 1 -—SHEET NUMBER NOM. PE 1 8 MAI HE F TABI rocrlET 3 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PCR TABLES 1.3 MAX. UNIT HEIGHT PER TABLES 5 -PANEL CONFIGURATIONS wrtrmlew crnr.;su:rN.umae DLO WIDTH - NOM. PANEL WID I - 7 OLD HEIGHT = DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -' 866' PCCREf I 4PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PRODUCT REVISED PER TABLES 1-3 eu:imnry r:oq wnn :no s:or,a= } NOA-No._ '160629.06 i 1 e..P:rnuon oeta 02/17/2020 i 7 MAX. UNIT HEIGHT !� I w*E �nam7-- voi� PER 1r, z rNls TABLES 13 II _ et�Er CORNER, TYP. (— (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) PG7B130 B P {(!7 r 4 r {r7{() wrtrmlew crnr.;su:rN.umae DLO WIDTH - NOM. PANEL WID I - 7 OLD HEIGHT = DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -' 866' PCCREf I 4PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PRODUCT REVISED PER TABLES 1-3 eu:imnry r:oq wnn :no s:or,a= } NOA-No._ '160629.06 i 1 e..P:rnuon oeta 02/17/2020 i 7 MAX. UNIT HEIGHT !� I w*E �nam7-- voi� PER 1r, z rNls TABLES 13 II _ et�Er CORNER, TYP. (— (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) PG7B130 B EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = NOM. I PE MA) HE %'( MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1.3 MAX, U-41 HEIGHTT � I f V.Y) I * PER TABLES 1.3 �. 1 �I 7 -PANEL CONFIGURATIONS Imo__MAX. UNIT WIDTH ---- NOW., P PE MA) HE PER W CONFIGURATIONS NOTES: T �� 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILARI F AS gi r 12'1 f61 LOCATIONS USING DFTAII.'.W.'Je','K.- OR'Ki' INSTALLATION. EXAMPLE. 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN 9E � pXXXXp. pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION -J`r--- I fE� 7 2) W° 8 135° CORNER CONFIGURATIONS CAN BE A COMBINATION �+I�IA QoQ' Q 4S► il'7 /!► 117 fk) to iV --T I a 'X' - OPERABLE PANEL, 'O' = INOPERABLE PANEL. I MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1.3 MAX, U-41 HEIGHTT � I f V.Y) I * PER TABLES 1.3 �. 1 �I 7 -PANEL CONFIGURATIONS Imo__MAX. UNIT WIDTH ---- NOW., P PE MA) HE PER W SERIES SGPI)O PRODUCT REVISED luildo.9lCotleWtN Mc FIotlE. NOA-No. 16-0629.06 E.Po-aemn D,N. 0211712020 Miame-D duces 3UR477ONS I.SGD - LM IMPACT A, LYNN MRIEIL P.E. 9 +22 ��PGT0730 B P.E. w7m CONFIGURATIONS NOTES: ��!sA� 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILARI F AS gi r POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DFTAII.'.W.'Je','K.- OR'Ki' INSTALLATION. EXAMPLE. 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN 9E pXXXXp. pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION -J`r--- CAN BE OXXXp. 7 2) W° 8 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 3 OF ANY 2 STRAIGHT CONFIGURATIONS. Q PANEL HEIGHT = DOOR UNIT HEIGHT - 1.666' i$ 7) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. --T I a 'X' - OPERABLE PANEL, 'O' = INOPERABLE PANEL. SERIES SGPI)O PRODUCT REVISED luildo.9lCotleWtN Mc FIotlE. NOA-No. 16-0629.06 E.Po-aemn D,N. 0211712020 Miame-D duces 3UR477ONS I.SGD - LM IMPACT A, LYNN MRIEIL P.E. 9 +22 ��PGT0730 B P.E. w7m DFTAII LETTER ��!sA� r gi r ($�,�.. W = WOODMETAL INSTALLATION ® 'c' CONCRETE INSTALLATION SHEET NUMBER -J`r--- DLO WIDTH =NOM. PANEL WIDTH -7' OLD HEIGHT= DOOR UNIT HEIGHT -10.125' Q PANEL HEIGHT = DOOR UNIT HEIGHT - 1.666' i$ --T I a SERIES SGPI)O PRODUCT REVISED luildo.9lCotleWtN Mc FIotlE. NOA-No. 16-0629.06 E.Po-aemn D,N. 0211712020 Miame-D duces 3UR477ONS I.SGD - LM IMPACT A, LYNN MRIEIL P.E. 9 +22 ��PGT0730 B P.E. w7m iViCl fErip/ ��!sA� m m c► m .n �� � fgl � �► �► gi r ISI `11: ifs �l•r iFr iL' -t SERIES SGPI)O PRODUCT REVISED luildo.9lCotleWtN Mc FIotlE. NOA-No. 16-0629.06 E.Po-aemn D,N. 0211712020 Miame-D duces 3UR477ONS I.SGD - LM IMPACT A, LYNN MRIEIL P.E. 9 +22 ��PGT0730 B P.E. w7m GLAZING DETAILS (G3, G3A, G4 G4A, G5 & G5A 7116" LAMINATED GLASS, TYPE G4 7110' NOM. – — t • NOM, 3110" HS GLASS 3/1(rHS GLASS 'S B .090' PVB .090" !G --\S 114' HS GLASS 3116" HS GLASS 74 3116' HS GLASS 74 3 74 � 114• HS GLASS 71 iN' Ft�S0/16'AIR 4CE E%TEq� 314' NOM. - 7 eRpg �' I SITE• 3!4' NOM.GLASS GLASS 314' NOM. BITE GLASSY T GLASS BSE –314• 7/16" LAMINATED GLASS, TYPE G3 7116" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9116'NOM. 9116'NOM. 1"NOM. 3118' HS GLASS i/d• HS GLASS 114' HS GLASS �. PVB .090' PVB 3/16• HS GLASS 114• HS GLASS 71 iN' Ft�S0/16'AIR SPADE 741/4• T GLASS –314• NOM.FPxT AGLA -EX R B 3/d• NOM.GLASS 1x.12BITE GLASS BITE PRODUCT REEVIS D79 w $ apmn n w 021117W= ar Ml�m redo Zt an-h�v 9116" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS TYPE G5A GLAZING NOTES: 'ANN -ANNEALED 'HS'= HEAT STRENGTHENED T= TEMPERED PVB-=.090' SUTACITE FXY%KY KURARAY AMERICA, INC. SENTRVGBG_.090'UURARAY AMERICA INC. .R ao61o1a a aPAcsl7s. ZING DETAILS SERIES 770 ALUM. SGD - LM IMPACT °"'�� saano N75 < "22 PGTo13o B n �. ALVNNMRLEK P.E P.Et eeros M YBICE R i{tIl pnp.otmo cmr. or.lunamnrt ,we` iatM1, GLAZING DETAILS {G6, G6A,_G7, G7A, G8 & G8A) 7/16" LAMINATED GLASS, TYPE G7 1= Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer aebagol anchorage on 90' or 135• cmraa Leila, sw street t t Maximum DP for all sizes: 4801.80 (May be Imiled by Table IA) Table g0tal to GlescDoe!hit H*ft Sol B4' -.._�. Types 3, 3A, 5, 5A, 7, 7A, 8 OM71ir OLD 7 lr OLD & &A and the Stsa 7 Astragal Anchor mW Anchor Grow Anchor Hpef aht tallow1 2 1 3 1 4 1 1 2 1 3 1 4 1 2 3 4 1 2 3 4 Lot rile@ 90'mtragal ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY IeaN +1 + +1 + +i r + + +1 + 24' OLrO Jamb 8 8 8 a 8 8 8 8 8 6 8 8 8 8 8 8 Standard Stile Standard Stlie 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Patoolt 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 S) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT -1.866' He.WSlll GN C4.1 GH G+1 G+1 1 G+1 C40 G+1 GN G+1 GH G+1 GN GN 04+1 G+/ 30' DLO, Jamb 8- 8 --8 8 8 8 a8 8 a 8 8 8 6 8 8 ousside Croner„ �--�• r.naecare l l Outside Iruide Jam+ C.—oeoi _ P-Mok 6+7 6+7 6+7 8+T 7+8 7+8 7+0 7+9 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 yHead(S61 Par 4601,7,) +1 +1 C4+1 G+1 G+1 C4+1 GH C4+1G+1 G+1 G+i G+1 C4+11y +1 +1 G GN G G G 36' _ Partg60(Stilel Part$67(Mtngal) Part 060 Jamb 8 a 8 8 9 8 B 8 8 9 8 8 8 9 a 8 -� D O P4to0t 9+7 6+7 6+7 6+7 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 He"15ll G•1 G+1 G+1 G+1 G+1 C4+1 G+1 C4+1 G+1 G•1 G+1 C4+1 G+i G+t G*t 4Y MO Jamb 8 a 8 8 8 8 8 e 8 8 a 8 8 8 B Pbook 8+7 6r7 0+7 8+7 7*B 7+9 7.87+8 7.8 7+8 7+tt T. 7+8 T+B 7+8 Head'Stll G+2 C4+2 G+2 G+2 G+2 C4+2 G+2 G+2 G+2 CA•2 G+2 G.2 G+2 G+2 G+2 d7+8 d8' a0 Jamb a 8 8 8 8 6 8 a 8 8 8 8 8 8 8 Pbnook 6+7 6+7 5+7 6+7 7.8 718 7+8 7• 7+8 7+8 7+8 7+8 7r8 7+B 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES, 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4' SILL. 2) WHEN USING THE 2.12' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS TABLE 1A SBI Haight to Max. (+) OP (Warr. "wretron Ratn9) SB Wear Haight ) +(Maigl (Flat w Boa. sea PI') Par 17 Farah .1-vr aro nae 3 Loa .2-i17 .4867 Mad— • 3.1/4" +80.0 High - 4' + 60.0 SEE NOTES 1.3 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS BOA PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE DLO WIDTH = TABLE 10. NOM. PANEL WIDTH -r 3) 4^, 3-v4• AND 2-t12' SILL NEIGHS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.17Y SILL IS NOT AND MUST Lot rile@ 90'mtragal ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT = BE USED WREN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT _ 10.125' ADJACENT DIAGRAM). THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Standard Stile Standard Stlie 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT = S) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT -1.866' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH RATIO= OH LENGTH OH HEIGHT Interlock P-b.A was0le plamb Stmight Astragal Locub ® Assam Straight Astragal 90'A.1trwl Ae Lot rile@ 90'mtragal 13S'Astragal Assembly Lohk etl 135'As4agal Stallard Stile: Standard Stile Standard Sale Standard Stile Standard Stlie Heavy-duty Stile Heavy-duty Stile HeaWduty Stile Heavy-duy 5t9e ffDr OEMw_L—►� Standard AsOagal ousside Croner„ �--�• r.naecare l l Outside Iruide Jam+ C.—oeoi Ca caner Par 4601,7,) Part 060 Part 060 _ Partg60(Stilel Part$67(Mtngal) Part 060 Part 461 (Stile) PMa118(Cor.r Received pad #119(0.) Parta120(ln.) PartNSI (SBIe) Pars#316032 (Com. & Fed Mount) Part#61 w0.ra•letd �"" SERIES 770 ALUM. SGD-LM IMPACT mar, 01AVM.4Qal0i eco ->'m NTS 6 '22 PGT0190 PRODUCT REVISED g wxh Me Florida auxetn No".. 16.0829.06 _ eaawdan Pm 02/172020 eNaraT-0j6fPreduet Co,i4o1 ti -7-1 6 A. LYNN Ma1FR PE P.E058!Ot It.:3]ri+R� �t RiT' ' �,.'�'.*e��'^-u.-v-f��,e�-,�.-r��r7^.,{�r,.,'�nv*errl�rr^r -tr>•�.'•:-ta.*,.a�>_ :.. D8©OO©©Ott©���©E7O0©©GOB©OO©�t�OA©O ®��L'611.B1C.31C..Q1LID[.taC.�IL.QI[.9LQ1 ''����'yyLti!�I� [.'SILmL:QI[.DI L:ZiII+..QIL'.IIIC�.fl7LS1 �iLID[.�1 " L'31C:QI[+�i OI�OOOOOOOt�Oat��mm�m mmm���mi[� ���m 101m�mmago mem®m � 1"gommmmum �OdOOOO pp000pp0O0®mmt�mMmmt� m mmm 11[mmi[M_mM_EM1_00[���_!_�t= imiimimlow m=m Np ®m®®�_�_�_�_�_ 11119=111111 Um MEMO 111IMM-14 NOTES: O - EXAMPLE ON SHEET 0 OLO WIDTH - 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.114' SILL, NOM. PANEL WIDTH - 7' 2) WHEN USING THE 2.112- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3114' SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max. (1) DP I,,,_ pip HEIGHT = (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A (Water 10finKlon FteWV) OH LENGTH 3)4', 3.1/4' AND 2-112' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' tr DOOR UNIT HEIGHT. 10.12V SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. pike, HNOM (•) Design (Flat a Box, aw uI PANEL HEIGHT = POSITIVE DESIGN SiREBSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR I6 PROTECTED BY S1.n Pmsun. Paf OH RATIO 21 DOOR UNIT HEIGHT -1888. AN OVERHANG COMPLYING WITH THE CURRENT FOC (SEE ADJACENT DIAGRAML THIS CONDITION IS 0i/2' sw noes 3 p NOT RATED FOR WATER INFILTRATION. w_ Fpsh- 1- 1- 4) SEE SHEETS t0-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. laMaaer-2.1 ff4' 87 .12' . 48. 6. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WREN REQUIRED. 6) JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PARS TO BE H • 4' -80,0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO = OH HEIGHT PRODUCT REVISED w eanaMsa eMa 1M Flo N -..- -_.. _......_ 16.0618.06 Interlock P.hWk Lodatlie®Jamb 3tnlght Ably Asiemhly Leckstik ve Straight Astragal 90'A bly Assembly 90'AstLktile@ 90'Astragal 135'Astragal AssembN loc&.a 135'Asuagal Heavy-duty Stiles HeaW:duty StIle Heavy-duty Stile HMW -duty Stile Heavy-duty Stye Heavy-duty Stile Heavy-duty StIe Heavyduty5tile HeaW-duty Stile Standard Astragal (Iuuide Outside Ind.�..a�+ Ira e .,Cqin Comer Ouul mside Corner' l ( Come Part #61(x2) Part Y61 Part 061 ,ana6l (Salo) pari A67 (Astragal) Part N51 Parta61(Stile) Part a118 (Comdr Pmtail9(Ou() Part #120 (inj' Part 061 t5tile) Parts i33 & a31 Part e61 Recdver) (Cam. & Fd Mount) acnrca r attnaxo NT8 7 + 22 aw F.30 aaoi-roe. iay4atten Data O2/1712020 ey Mlem 1k/6 1 LYNN MILLER P.E. P e— c Design Pressure (OP) and Anchor Quantities Required, (tor all approved configurations on Sheets 2 & 3) Mexlmum DP shown below For cart,, eetre9el encnorap m 90' a 136' Carty urM. et, Meet ti 04 ey be bmhed by Tbbt, 14) 1301' UMI tIelobt TeeN III". 15, Gen. Type; 4, M, 84' 90' 1 96' I= 108' 8, BA. 7. 7A. 8 8 8A and the SdI6f OLD 1- - 7e' DLO AArsp it types eh— belov. ha 1ouP ncnor hay Aix --0 Aet ArK WP Arc Fop - DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES 135'Astregel 3--j-4 1 2 9 4 1 2 3 4 1 3 4 t 2 J 4 1 2 3 4 1 2 DLO HEIGHT = 3) 4, 3114' AND 2-172' SII I HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND a n +r- G+1 C4+1 GN G+1 G+11 C4+1 C4+1 C4N G11 G+1 G+1 CNl CNt G+1 CN1 G+t U+1 G+1 CN1 4 G+1 G+1 GH 01+1 �, DLO HeWSN JYnD B B e e B D 8 8 8 D 9 B B 8 8 D 10 10 10 10 10 10 10 10 PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER 6NFIL rRA I"ION. fVlock e+7 817 'i fi+7 7+8 1 7+8 7+8 7+6 7+8 7+8 7+8 7•e 7+5 7+B i+8 7+B e+9 8+8 8+9 8+9 B+9 B+9 8+9 8+9 4)SEE SHFETS 10-14 FORANC140RAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. HeaW-dU1YS01e Prmarle +1-000 I +,K.Dplf +:-I6.0 pet �, 2Y +1 04+1 CN1 CH7 C4+t C1 C4+1 CH1 G+1 G+1 +I %1 G+f 11 G+t G•1 G+1 G+1 G+1 Neey$Y C/+1 G+1 G+7 CNt G+1G M U7+D 4 DLO ,Woe e B 8 8 B 0 8 8 8 e 8 8 a 8 8 8 10 t0 10 t0 10 10 10 Plgok 6+ 8+7 6+7 17+7 7+B 7+8 7+8 7+8 7+11 7+6 T+8 7+8 7+8 7+8 7+8 BH 10 BN e+9 B+9 8+9 8+9 8+9 6+9 3 qoo Mdp,O Par +/d2.D P. +1-76.0 Per 29' iNW'9Y G+1 GN G+2 U+2 U+1 U+1 G+2 G+2 CNf G+1 CN2 C6+2 GH C4+1 Ca+2 C5+2 U+i G11 C6+1 C6+1 C4.1 U11 C0+1 C0+1 a 3° DLo alma e e e e a e e e e a e e e 10 a n m 10 to to 10 n io P4a0k 6+7 6+7 8+7 &7 7+8 7+e 7+8 I+0 »D 7+8 718 7N 7+8 6+9 6+9 D19 8+9 8+9 BH 8+9 B+9 819 0+9 819 Irlslde Camer'I I pr +7-028 pa/ +1.780 ped $ 3" MeeN6N 04-21G-2106-21GN2 U+2 U+2 C6+2 2 C312 C6+1 C6+2 G3+2 C6+1 26+2 C8+1 C6+1 0812 C6+2 C612 C6+2 C6+2 C6+2 CD12 C6+2 42, Ol0 aanb e 8 a 8 a 10 8 8 B 70 8 10 f0 f0 10 10 10 10 10 Part "'912f' py} 8120 pn) part #61 (Stile) Pans 131 lk 5,32 P-ho0k 6+141+1.—F-70 7+8 7+8 7+B 7+8 7+91 7+ 8+9 5,+9 6f9 8+9 6+9 8+4 8+8 G9 t1+9 B+9 8+9 8+9 0+8 5-9 8+9 Deeipr PreasNe —.P" SN Abbe A be +1-B2.a pef +1.75,0 psr 41' HMdBN CH2 G+2 CS•2 C8N U+2 (XH2 C8+2 C6+2 C6+2 C6+2 C3+2 CS+2 C5+2 Ce+2 06+2 CE2 C6+2 C6+2 C8+2 C8+2 C8+2 C6+1 C5,+2 08+2 N, DLOJemb 8 D B e B e f0 8 B e 10 e B e 10 B. 10 10 10 10 f0 1 10 10 P-hpplt 8+7 7+8 7+8 7+B 7+8 BN 8+9 I 8+p 8+9 D+9 8+8 8+9 8+9 1-0+l8+9 9+10 9+10 9110 8+9 9+10 9+10 9+10 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTE A: +1.90.0 PSF FOR GLASS TYPES 4, 4A, e, 6A. 7A, 8 A 6A; +1.87.1 FOR GLASS TYPE 7 NOTES: 1) POSITIVE PRESSLIUSIN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. DLO WIDTH = 2) WHEN USING THE 2-12' SILL, POSIIIVF WATER OF IS 46.67 PSF MAX. WHEN USING THE 3.114' SILL, POSITIVE WATER NOM. PANEL WIDTH - T' DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES 135'Astregel UNCHANGED). SEE TABLE 3A DLO HEIGHT = 3) 4, 3114' AND 2-172' SII I HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND DOOR UNIT HEIGHT -10.125 MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN Straight Astragal TABLE 3 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH I'HE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER 6NFIL rRA I"ION. DOOR UNIT HEIGHT -1 888' 4)SEE SHFETS 10-14 FORANC140RAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. HeaW-dU1YS01e 6) DOOR SIZETO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. yNW-duty5ble 8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 PON PAIRS TO BE INSTALLED. HNvy-duty Sul. TAA, F a — <HFFTC 11 A 11 FOR PART DIMFNSIONS AND SHEETS 18 A 19 FOR ASSEMBLY DETAILS. SERIES 770 ALUM. SCID - LM IMPACT CER/.OFAUIHAIeN "�i� 1. AIT$ a -.7 PG7D}30 TABLE 3A' SIB Height to Max. (4) DP (Wader WArd— Rii Sill Peer Helht (+) n Deeip (Fiat ar Box. tee Press".i, Sheat 17) per Flush -1-VY air raw Law -2.12' +48.07 medium -3-114' +80.0 H' -4' +90.0 SEE NOTES " OH RATIO - OH LENGTH OH HEIGHT PRODUCTREVISED ;== wlN tM►bdd. NOA-M. iowoo oo m, pie Yee Oete,02H7If020 aNe A. L1NN NILLER, P.E P F... ranl6 StraightARragal Lochlie IF 90-Astmeal L.kAn le! 135'Astregel Lockalle 1.1111.kP-hack Locksnle.@Jamb Assembly Straight Astragal A—b:Y 90' Astragal AlreIWV 135' Aslregal Heavyduiy Stiles HeaW-dU1YS01e I Hevvy-duty Stile yNW-duty5ble Heavy-duty5tile HNvy-duty Sul. liepWduty Stile Heavy-duty St#& He3W-duty Stile Heavy-duty Astragal Outade Cwer putrid. er••�� _de C r. Comer Outsi NCOR1N Irlslde Camer'I I Pan 061(x2) Part 861 Pan N61 part 5,61 j5dk) part 863 (ASIrMsJ) Pan 851 pert 061 s"' pert 4118 (Comer Part "'912f' py} 8120 pn) part #61 (Stile) Pans 131 lk 5,32 Part 5,61 ge[eimr) (Cxun. B Fxd Mount) SERIES 770 ALUM. SCID - LM IMPACT CER/.OFAUIHAIeN "�i� 1. AIT$ a -.7 PG7D}30 TABLE 3A' SIB Height to Max. (4) DP (Wader WArd— Rii Sill Peer Helht (+) n Deeip (Fiat ar Box. tee Press".i, Sheat 17) per Flush -1-VY air raw Law -2.12' +48.07 medium -3-114' +80.0 H' -4' +90.0 SEE NOTES " OH RATIO - OH LENGTH OH HEIGHT PRODUCTREVISED ;== wlN tM►bdd. NOA-M. iowoo oo m, pie Yee Oete,02H7If020 aNe A. L1NN NILLER, P.E P F... ranl6 NO FRAME •7+8• P-HOOK ANCHORAGE CONSISTS OF: SEE'C5' CLUSTER JAMB DETAILS. SHEET 10 SEE (7)P-HOOK ANCHORS, SEE'C5"CLUSTER MAX UNIT WIDTH REQUIRED PERPENDICULAR TO GLASS SEE *C7 CLUSTER DETAILS, FOR ASTRAGAL SPLICE ( DETAILS. SHEET 10 FOR REQUBtE3 "Ce" SHEET 10 FOR INTERLOCK NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK 24• MAX. O.C. THIS POCKETS AND 60' NOM. CLUSTER, SEE x SHEET SEE POCKET (8) P-ZK _ _ ... _ . _ x PANEL W )DTH DETAil3, SHEET 11 xx JAMB MOUNTING o• MAX. x ,..,.INSTALLATION, ADAPTER—i— THIS SHEET ANCHORS MIDWAY i � o' � 5' MAX, x 1 & SHEET 14 BETWEEN P4COK � � � I 4 PAIRS OF ANCHORS & AT 3' I l O i : E ANCHORS woTHORS �� FROM TOPE ! I I �"1— AL 8 UNIT ANCHORS) BOTTOM tT I "T_ 11 27'MAX. 4A61' ' MAX. O.C. ' HEIGHT O.C. PER JAMB • MAX. TO OPENING qq 2q •' ie MAK 0.c. = P-HOOK 1 EDGE OF POCKET SEE ! i A ANCHORS x (SEEDETJAMB INSTALLATION ;oE I�� } Z BELOW) DETAILS'Jc' &'KC. i ro H m o= P-HOOK END PANEL SHEET 148 PART ;I;,q IsI I i A MOUNTING x ANCHORAGE DETAILS'/'&'K',$Q LI I C 3-MAx. ADAPTER 24' MAX (2 ANCHORS) SHEET 19 FOR �--+�� I ANCHORS O.C. P-NOOK _s _MAX. l _ x x _ '•2' ANCHORS - ., x x - _ x x /+` . x ENO PANEL ANCHORAGE END PANEL x x x xx x x x 8'MA%. ANOHORAGE(SEE ANGOLA xx SKErcH BELOW) (SEE SKETCH BELOW) �*.r ~�'�2" '•Y ANCHORAGE ANptpgAC CENTERLINE S' MAX., TYP —y AM J40RACE ANCHORAGE ANCHO GE OFPANEL I 2.134' 24' MAX EXAMPLE. 5-PANEL 2 TRACK ,.90' OUTS�E CORNER oXX=O . EXT MOUNT POCKFT�HORAGE PLAN O.C. 80' n 98' NOM. PANELS. ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) _ e. SPLICE NOTE: �• ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL _ 1 1) APPROVED ANCHORS: SEE TABLE A, SHEET t ANCHORS MAY BE ADDED 2) ANCHOR LOCATION SPACING FOR ANCHOR�UANTMES SPECIFIED IN TABLES 1_ 1 SHEETS 6.8: AS NEEDED TO ALIGN THE • � HEAD OR SILL W A SPLICE 80• CEATFRLINE OF HEAL) & SILL. 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21' OCCURS AT THE P-HOOK. NOW INTERLOCK APPROPRIATE TABLES. SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE "C5' CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. I WIDTH DETAB_S, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24'0.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY ---2-ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIREDASPER THE FIGURE AT RIGHT: 6"MAX. j PR..IUAC.4TgREVIS. ... - CoJ�wiMIMSMM•- CENTERLINE JAMBS & P•HOOKS: S MAX. FROM BOTTOM. 21• MAX. ANCHOR PAIR O.C. (JAMBS). 14' MAX ANCHOR F wtatty OF PANEL 2 D.C. (P-HOOK) UTILONG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-6. SEE ' FSE J NOA-No. 10.OS2G•Ob P-HOOK ANCHOR DETAILS ON SHEET 14. Rxvw•e•• D-02/17.2020 �—'-2' ANCHORAGE ANCHOR PAIR 'CV CL S CENTFW.INE SEE'CS, SHEET CENTERLINE END PANEL _ •) 'C6' CLUSTER SEE DETAILS, SHEET 10 OF ANCHORAG iUnn--FZNaG�Fa4•et f,•n4•J� DETAILS, SHEET II r FOR ASTRAGAL (2 ANCHORS) g- INTERLOCK ASTRAGAL H�- i•. 4.051' I 3.5" I MAX. IXTERIOR v-- CENTERLIN1 OF PANEL ?E ".2'ANCHORAGE �"^'OF PANELCEERLI4E ''7ANCHORAGE- r"OF PANEL 5E-- —SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS �` m,>eo.a oo ,Rnf ANCHORAGE SPACING & EXAMPLE PLANS x Hsxxnalas . ,.- ,,,}4,d,� SERIES 770 ALUM. SGD - LM IMPACT A LYNN wILIER PF. JR f070'H P•r GBA a4lrrx'va4e sao-7ro NTS 1 8 + 22 7 POT0/80 B vssstms ASTRAGAL OR {.SPLICE LOCATION INTERLOCK --I IF NEEDED CENTERLINE I 1.75' .f1EXTEPWR v 2 -TRACK FRAME HEAD/51LL 9AST���INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. *C4^) ASTRAGAL OR SPLICE LOCATION INTERLOCK �rIF NEEDED CENTERLINE - 3.S 4.08 E1fiEPo0R, 7. V }TRACK FRAME HEAD/SILL V ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. -C4') ASTRAGALORI.,. ICE LOCATION INTERLOCK- IFNEEDED CENTERLINE I 35^ 2.04" rr` 2.04 4' DIAG. EXT�l-RLgR V 4a- CK FRAME HEXnILL AS TRAGAL OR fiVTERLOGK (USE WHERE 4 CLUSTER ANCHORS ARE REGUIRED,'C4") ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCKIF NEEDED CENTERLINE I 1.75' 3.5" 2.004 EZTEwoR 7• 7. 2 -TRACK FRAME�S81 ft ASTRAGAL OR KRERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -OV) ASTRAGAL OR(fOR SPLICE ASTRAGAL OR I SPLICE LOCATION INTERLOCK CONDITION.USE INTERLOCK IF NEEDED CENTERLINE I '06' CLUSTER DETAIL) CENTERLINE 3.5" DIAC. 4.08• 2.04 xrE ERroR 7, 4' DIAL. ezTEaon 3.5�. nTT Tn7 3.5' V 3 -TRACK FRAME HEADISILL V 3 -TRACK FRAME HEADGU Q ASTRAGAL OR INTERLOCK OAS OR NTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED."C6") ANCHORS ARE REQUIRED, -00-) ASTRAGAL OR I(FOR SPLICE INTERLOCK+^I CONDITION, USE CENTERLINE I -CG-CLUSTER DETAIL) 4^ DIAG. 2.04' 6.3T DIAG. I..,.._.... 4.08' v 4 -TRACK FRAME HEAO/SILL 41 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'C5'1 L1:Rl. O'AUIh.EIDmE 8- DIAL. 2.04• 2.04' I'. 8'DIAO. 21' MAX O.C. 21' 5.64" MAX O.C. f 6' MAX 5.64' �2-TRACK ANNCHORCHOR PAIR F 4 -TRACK B"DIAG. FRAMEJAMB ANCHOR PAIR 2.00" ANCHORS MAY BE INSTALLED 21' EITHER IN THE EM. OR INT. MAX ' TRACK (INT. SHOWN) O.C. 564' NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. W MAK.ALLOWED. F� 2. FOR HEAD OR SILL SPLICE 3 -TRACK FRAME JMAS LOCATIONS/ANCHORAGE AT ANCHOR PAIR P -HOOK SEE SHEET 9. (FOR SPLICE FOR SPLICED ASTRAGAL OR CONDITION. DO NOT CONDITIONS ONLY: ENTRLOrN USE THIS DETAIL) _SPLICE LOCATION CENTERLINE IF NEEDED 3.5' 7. ""'I 3.5' 4DIAG. 2.04' 'DUG. g2.04' fLJ�€''ELL2R T - 3.5" 3.5- tJ 4 -TRACK FRAME HEAD/SILL 82 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. WITH 8 WITHOUT SPLICE CONUHION ERNES rM ALUM. SGD - LM IMPACT eDaxro NTS 10 .22 __PGT0130 NOa-Ne. 160029.00 W h W a_I/Dab 02'1112020 A. LYNN 1A LER, -.E. REA SERs INTERLOCK-, CONDITION, USE CENTERLINE 'C8'CLUSTERDETAIL) 204' _I1s_ 4'DIAL. T r V 2 -TRACK FRAME HEAD/S"' 0ASTRAGAL DR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIREDyC5') ASTRAGAL OR SPLICE LOCATION INTERLOCKIF NEEDED CENTERLINE I 1.75' 3.5" 2.004 EZTEwoR 7• 7. 2 -TRACK FRAME�S81 ft ASTRAGAL OR KRERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -OV) ASTRAGAL OR(fOR SPLICE ASTRAGAL OR I SPLICE LOCATION INTERLOCK CONDITION.USE INTERLOCK IF NEEDED CENTERLINE I '06' CLUSTER DETAIL) CENTERLINE 3.5" DIAC. 4.08• 2.04 xrE ERroR 7, 4' DIAL. ezTEaon 3.5�. nTT Tn7 3.5' V 3 -TRACK FRAME HEADISILL V 3 -TRACK FRAME HEADGU Q ASTRAGAL OR INTERLOCK OAS OR NTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED."C6") ANCHORS ARE REQUIRED, -00-) ASTRAGAL OR I(FOR SPLICE INTERLOCK+^I CONDITION, USE CENTERLINE I -CG-CLUSTER DETAIL) 4^ DIAG. 2.04' 6.3T DIAG. I..,.._.... 4.08' v 4 -TRACK FRAME HEAO/SILL 41 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'C5'1 L1:Rl. O'AUIh.EIDmE 8- DIAL. 2.04• 2.04' I'. 8'DIAO. 21' MAX O.C. 21' 5.64" MAX O.C. f 6' MAX 5.64' �2-TRACK ANNCHORCHOR PAIR F 4 -TRACK B"DIAG. FRAMEJAMB ANCHOR PAIR 2.00" ANCHORS MAY BE INSTALLED 21' EITHER IN THE EM. OR INT. MAX ' TRACK (INT. SHOWN) O.C. 564' NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. W MAK.ALLOWED. F� 2. FOR HEAD OR SILL SPLICE 3 -TRACK FRAME JMAS LOCATIONS/ANCHORAGE AT ANCHOR PAIR P -HOOK SEE SHEET 9. (FOR SPLICE FOR SPLICED ASTRAGAL OR CONDITION. DO NOT CONDITIONS ONLY: ENTRLOrN USE THIS DETAIL) _SPLICE LOCATION CENTERLINE IF NEEDED 3.5' 7. ""'I 3.5' 4DIAG. 2.04' 'DUG. g2.04' fLJ�€''ELL2R T - 3.5" 3.5- tJ 4 -TRACK FRAME HEAD/SILL 82 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. WITH 8 WITHOUT SPLICE CONUHION ERNES rM ALUM. SGD - LM IMPACT eDaxro NTS 10 .22 __PGT0130 NOa-Ne. 160029.00 W h W a_I/Dab 02'1112020 A. LYNN 1A LER, -.E. REA SERs 2.04' INTER4M 5.1T 1108 / 2.04' 90'CORNER 2 -TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. -f,! 4.08' INTERIOR 4' 4.08' 2.04' nr" 2.04' 'NIERQR 2.w'- ` urrERroR 'I r VDIIAA(G. B.tY i 4-DIAG. 8.843.5'3. /3.0 / l WiE T• 11 R R ExiERldi EXTERIOR 4' DUG. 4' \f 3.5' 4' 3.5• 4' 2.w' EXIER 2.Oc' @xTE� 4 2.w' T 5.84' 90- CORNER 135"CORNER f35'CORNER 2 -TRACK FRAME HEADISILL 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEADISILL (USE WHERE 5 O 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 5 CLUSTER ANCHORS ARE REQUIRED, '9F) ANCHORS ARE REOUIRED,ANCHORS ARE REQUIRED. '2F) EkTERgR INTERIOR {.08' •�7'ANCHOR 3.5' L�L€g10N T41' T, I fes. 4.08' E ERaR 3.b' i- — 4' I ' ,{ ---I 3.5' 4 XT T `t GMERKIq 4�- r a• 90'CORNFR 135`CORNER 3 -TRACK FRAME HEADISILL 3-TRACK3-TRACK FRAME��ILL ('CB' ANCHOR CLUSTER REQUIRED (•95' ANCHOR CLUSTER REQUIF AT ALL 3 -TRACK CORNERS) AT ALL 34RACK CORNERS) INTERIOR 8.12 .R.1OR 2.04' 4• Ex1ERKM . INTFA¢M 5.88" / IxTEIyQB 3.5' 135' 4• T, 6.12' EMRIOR F-.— r — 90'CORNER 4 -TRACK FRAME HEADISILL CO- ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) A'DIAG. 1-+I 3.5• I -a_ 4• �. EXTERIOR 135' CORNER 4 -TRACK FRAME4-TRACK FRAME HE�ILL ('G8' ANCHOR CLUSTER REQUIR AT ALL 4 -TRACK CORNERS) gAT�1NpO0YRW K NMZ R WIS M? L6R. Q•AUIN IlYII'4 FXTF,'RNM 5' CENTERLINE 4 OF PANEL Ix. ALL '-T ANCHOR EXf�Aroft VIEWS G 2.w' i.1T 3'S• I_ CENTERLINE f OF PANEL .w'4' DIAG *3' ANCHOR Ex ERxM 3.6• 2 w' CENTERLINE �OF PANEL 4 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3 -TRACK SIMILAR) 906Tso I NTS I If + 22 1 POT0130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE IDENTICAL DIAG. FOR EXTERIOR OR INTERIOR T CORNER CONFIGURATIONS. IXIERNM li-ANCHOR CENTERLINE OF PANEL '-2' ANCHOR 2.04" 4.OIAG. 3.5' ICENTERLINE OF PANEL 4T ANCHOR 2.04' 4'DWG, 3.5' T CENTERLINE OF PANEL 2 -TRACK FRAME H�SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED oeelWMne IN tM IbNIM NOA-NaCed 16.0629.00 expintlen Din 02/17/2020 sy ALY M_LER. PE. PE.434M5 INSTALLATION DETAILS EDGE DISTANCE.. SEE TABLE 11 SHEET t ExTER'OR2 1/16" a n MAK _ SHIM EMBEDMENT: SEE TABLE A. SHEET 2X WOOD WOOD ANCHOR'TYP., TVP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 &TABLE A, SHEET i L2 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR 8 TABLE A, SHEET 17 NOTE 3. SHEET 1 SEE ANCHOR NOTE 5, SHEET 1(11414. MAX.) _ 2 GE: ' tUGt DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET I 2 -TRACK FRAME SILL K000O INSTALLATION EMBEDMENT. SEE TABLE A, SHEET 1 2X WOOD EDGE DISTANCE: 1�, �EE TABLE A TYP.. SEE ANCHOR '1 SHEET 1 NOTE 3, SHEET 1 WOOD ANCHOR TVP., SEE ANCHOR NOTES I &TABLE A. SHEET �I•, 6XTER� �II�I' 114 -MAX SHIM 2 -TRACK FRAME JAMB WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2.1116 1/4' SHIM 2X WOOD WOOL ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A. SHEET 1 3 -TRACK FRAME HEAD Bw WOOD INSTALLATION 4 -TRACK FRAME HEAD EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND TABLE A, SHEET t EDGE DISTANCE: THE METAL SUBSTRATE SMS ANCHOR TYP., SCE TABLE A SHEET 1 SEE ANCHOR NOTES 2.1/18• NOTES: & TABLE A. SMEEi 1 NOTE 4, SHEET 1 714' 1. ALL DIMENSIONS MI N. OF 3 THREADS BEYOND MAX. SHOWN ARE BASED EX ERCR .1 SHIM ON MIN. ALLOWED. 2-1116" — 2. METAL OR WOOD 1 SUBSTRATES MAYBE USED FOR ALL FRAME METAL TYP., SMS ANCHOR TYPES PER TABLE A SEE ANCHOR L SEE ANCHOR NOTES OTE SHEET 1. NOTE 4, SHEET 1 & TABLE A SHEET 1 I EDGE DISTANCE. WOOD ANCHOR TYP.. 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR SEE 3 TABLE A SHEET' NOTE 3, SHEET i ANCHOR NOTE 5. SHEET I� - I 2•tHe EDGE DISTANCE. SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEETI 3-112ACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A SHEET 1 �I _ �I��t EDGE DISTANCE: SEE TABLE A. �1 TYP., SEE2ANCHOOR FIJI, SHEET NOTE 3, SHEET 1 it t WOOD ANCHOR TYP., SEE ANCHOR NOTES & TA9LE A. SHEET 1 I 114` MAX. SHIM -� 3 -TRACK FRAME JAMB Hl, WOOD INSTALLATION ANCHOR 'DIAGONAL O.C. IS MIN (HEADS SILL) TABLE A, SHEET t METAL INSTALLATION - OR 6" (JAMB) SEE SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 1'.. SEE ANCHOR NOTES SEE ANCHOR SEE & TABLE A. SMEEi 1 NOTE 4, SHEET 1 MI N. OF 3 THREADS BEYOND NOTE 5. T71E METAL SUBSTRATE SHEET I 2-1116" I 1 Exre�RI xc� EMBEDMENT: SEE --- �� TABLE A, SHEET 1 MIN, OF 3 I EDGE DISTANCE. ,I E. —M SEE TABLE A. SHEET 1 e4 -TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET t EDGE DISTANCE: I' TABLE A. METAL R, SHEET I H OR ANCHOR SEE AN NOTE 4, SHEET t 2-1116" SMS ANCHOR TYR, SEE ANCHOR NOTES & TABLE A. SHEET 1 MIN, OF 3 --- ,I E. —M BEYOND THE MET AL. SUBSTRATE 114' MAX. SHIM I-.— -TRACK FRAME JAMB 6THREADS Iw4 METAL INSTALLATION PRODUCT REVISED p n H „ea e A s �o.ti• Np 16-13629.06 E--- 0.1. 02'17 2020 r e rY FP'Ba�.'on cl <onnoi '4 Na.�5j6�^5 x19RfCA•' ('�' �y„ LNy,4,b SERIES 770 ALUM. SGD - LM IMPACT I •,;'-S; qp, p.L E j�j ALNM YL121�P.E JR iaiaU � --� I eFRt. rrwurn.vz+e' SODne 1 NTS; 12 • 22• _MMPGTD130 I � I a.EJEnpy INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 �,,STANCE: BEDMENT SEE TABLE A. SHEET, NOTES: EDGE DISTANCE SEE EDGE DISTANCE: EDGE DI1. ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A SHEET , CONCRETELE A, SHEET 1 SHOWN ARE BASED PER TABLE TABLE 0. SHEET tA,SHEET, 2-1/16PER TABLE 11;16' • PER TABLE p1/16' • ON MIN. ALLOWED. __A.SHEET1 _ —, ,A,SHEET1 1/4' • DIAGONAL O.C. E E8TF6@8 !MAXMIN 4• (HEAD d SILL) a i _ _.1 _ _ _ -1 _ - [ SHIM OR W (JAMB) SEE EMBEDMENT. 1/4' 1: '14'IX� DETAILS, SHEETS SEE TABLE A, 4 MAX. MAX. 10&111 SHEET 1 SHIM SHIM PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED tX CONCRETE ANCHOR TYP.. PROPERLYSECUREDIX CONCRETE ANCHOR TYP.. WOOD BUCK TYP., SEE SEE ANCHOR NOTES d WOOD BUCK TYP., SEE SEE ANCHOR NOTES 8 WOOD BUCK TVP., SEE SEE ANCHOR NOTES d ANCHOR NOTE 3,, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3. SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET' TABLE A, SHEET 1 �J 2 -TRACK FRAME 3 -TRACK FRAME ME CONCRETE INSTALLATION EAD ® CONCRETEEIINSTALLLADTION CONCRETE ANCHOR TYP_ PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHORTYR, PROPERLY SECURED IX SEE ANCHOR NOTES 8 WOOD BUCK TYP., SEC- SEE ANCHOR NOTES 8 WOOD BUCK IYP., SEE SEE ANCHOR NOTES 8 WOOD BUCK TVP., SEE TABLE A. SHEETQ 1 ANCHOR NOTE 3, SHEET t TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE S. SHEET NOTE S. NOTE 5. 1(114• MAX.) SHEET 1 SHEET 1 (114 MAX.) 1 („4•MAX, — -1 TEXTERO! iEXIEFWR 2-IN6 Y 1N8 21/18•' - — _NCREPER BLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE 0. SHEET 1 PER 1"ABLE SEE TABLE 0. SHEET I PER TABLE SEE TABLE A, SHEET, EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET i EMBEDMENT: SEE TABLE 0. SHEET, A. SHEET 1 EMBEDMENT: SEE TABLE A SHEET i ®9 SILL CONCRETE FRAME T'AI.LATKLN -®� CONCRETE NSTALLATION CONCRETE SILL 4 -TRACK E NSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET / —~ PROPERLYSECURED EDGE DISTANCE: iX WOOD BUCK TYP., SEE TABLE A. SEE ANCHOR NU1 L3. SHEET 1 SHEET 1 f CONC./CMU ANCHORS 2-1116" TYR. SEE ANCHOR ewlalq Ced• NOTES 8 TABLE A - SHEETI •_OR CONCRETE CMU (F>rrEwoe V I+ PER TABLE 114' MAX. SHIM A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET tfSEE GE DISTANCE: PROPERLY SECUREDCONC.ICMUANCHOR TABLE A. lX WOOD BUCK TYP., I I SHEET 1 PRODwU,CTm IEVIS Dom• TYP., SEE ANCHOR SHEET I SEE ANCHOR NOTE 3. •.• ewlalq Ced• NOTES d TASLE A. SHEET INOA-Ho. 18-0S�B.OB SHEET ' 'H . 2-i/16'• f j e.Pdanon ft. 02117120M CONC/CMU ANCHOR :?•1/16•• •r TYP., SEE ANCHOR ( M� ' PROPERLY SECURED . • . NOTES 8 TABLE 0. I 1 X WOOD BUCK TYP.. SEE ANCHOR NOTE 3. SHEET tf,", CONCRETE CONCRETE '• - ORCMUEXTERIOR _ORCMUSHEET1 PERTABLE t �I (I l ....EXrSPIOR IIPER (,)A, - TABLE SHEE71- 0. SHEET 1 �< i 'IN4'' `,(,U�.......,V 114' MAX SHIM -� F-- SH GHJ iF114'MAX. ` .` * 3 -TRACK FRAME JAMB 4-TRAC( FRAMEJAMB - No. 527.15 CONCRE7EICAU INSTALLATION CONCRETFJCMU INSTALLATKX4 rom1s+►roaooraare, ANCHORAGEDETAILS SERIES 770 ALUM.SGD-LM IMPACT - ")sT _.; .'vi •` , xtercearu�r P104eouao _ a.+. uLYNM1LYIly a.E cerr.6wrx+meee smno NTS 73 • 21 PGTD130 B P.kJeliBs INSTALLATION DETAILS NOTES: 1 ALL DIMENSIONS FRAMEJAMS SHOWN ARE BASED REQUIRED ATALL 2.893 -MIN. ONMIN.ALLOWED. INSIDE POCKETS EDGE EMBF_OMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE q SHEET 1 P -HOOK MOUNTING ADAPTER WATER _ SHEET ARE FOR INFILTRATION CONCIGMV ILLUSTRATNE UOOD ANCHOR TIP., ANCHOR TIP., SEE c TABLE A SHEET 1 FOR SEE BLE A, R NOTES ANCHOR NOTES d EMBEDMENT: � _ – — 6 TABLE A, SHEET 1 ALL APPROVED SEE TABLE A, _ _ (ALSO SEE TYP 5ffTABLE q SHEET 1 SHEETI _ 28 ILLUSTRATION, SHEET 9) 1-1/4' MIN. EDGE DISTANCE SUBSTRATES. DISTANCE: SEE 3. SEE TABES 1.3, T E A, SHEET 1 EMBEDMENT � SHEETS BE FOR /� SEE TABLE A. P-HOCKMOUNTING REOUIREDPa100K 26 SHEET.1 ADAPTER CONCJCMU AND MOUNTING ADAPTER PHOOK WOOD ANCHOR NP., f'i. P H ANCHOR TYP., SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES v CONCRETE OR OOK'' ANCHOR NOTES d TABLE ALSO SEE EXAMPLE d LEA SHEET i EMBEDMENT: SEE A, SHEET i (ALSO SEE P. 2.893' MIN. CMU PER TABLE TABLE A SHEET 1 (ALSO SEE TYP. ON SHEETS. ILLUSTRATION, SHEET 9) EDGE DISTANCE A. SHEET 1 ILLUSTRATION, SHEET 9) P -HOOK FOR USE WITH FLAT SILL RISERS P4=K OK FOR USE WITH ANY SILL RISER PARTS #78. #20 k22 OR #24, PARTS #18, 920, #22 OR #24, WOOD INSTALLATION EXTEPoORMOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES tq 2A d 3A MAY ALSO 0E INSTALLED.IN (SEE TABLES 1A 2A d 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP.. P+IOOK MOUNTING SEE ANCHOR P -HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU NOTE 4, SHEET 1; EMBEDMENT: SEE ADAPTER SMS TART E A. SHEET 1 ANCHOR TYP., SEE MIN, OF 3 THREADS TABLE A. SHEET 1 ANCHOR TYP., SEE CMU PER TABLE BEYOND THE METAL ANCHOR NOTES A• BHEET 1� 1 ANCHOR NOTES d TABLE SUBSTRATE n dTABLE A. SHEET EMBEDMENT. (ALSO SEE TYP. r (ALSO SEE TYP. ILLUSTRATION, SWEET 9) ILLUSTRATN. SEE TABLE A ' . .'. 28 IO EMBEDMENT: SHEET 9) SHEET 1 ABLE A, CE;SEL SEE TAN SHEETI j TABLEDIS SHEETtE I'`..:.:,.• .'..�.''i `•. - t-1/4'MIN. EDGE DISTANCE P -HOOK SMS ANCHOR NP., )vXgggg PiHOOK CONCJCMU / HOA -Ho.---- 78.0828.06 _ SEE ANCHOR NOTES n ANCHOR TYP.. SEE i -I J o,pineen o -021 d TABLE q SHEET 1 V ANCHOR NOTES d TABLE V (ALSO SEE TIP. 2.93' MIN. A, SHEET 1 2.93' MIN. aT MLTm� ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P -HOOK FOR USE WITH BOX SILL RISERS ®w #18, OR it25, - P -HOOK FOR USE WITH BOX SILL RISERS Ke ppftTS N19. #21, 023 OR $25, 1 PARTS '#2' METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ~�`' • FT ISEE TABLES tq 2A 8 3A MOlN17 (SEE TABLES to 2A d 3A MWYf �IG'N&-' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = ri i NJ 58705 [jiANCHORAGE DETAILS SERIES 770 ALUM. SGD-LM IMPACT�'',;5'S• soa NTS 14 +22 PG70190 ':. -. .FCiRr9P'.�(j•.• �•`F; B P bi M �!N(y lt>IVYA fwf)4 ylp CONFIG. EXAMPLES Materiel 124 Komnlenirg 49G TP6 Spier System . 5116' NOM. 125trm Super Speoer n)Cr with Hot Mek Butyl Sae this Sheat for 128 Ouenex Duraseal Spier Materials 127 lCardinal X Eoge Spacer 39 STEEL ._ MAX. UNIT WIDTH MAX UNIT WIDTH HEADER DETAIL'A', MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYP. PER TABLES 1.3 DETAILSAW R •Ai, WIDTH TI SHEETS 12 R 13 NOTES; 1) SEE SHEET 17 FOR INDIVIDUAL r ExTEAK)R PANEL CONFIGURATIONS AS T � APPLICABLE. SEE DPlANCHOR PANEL PANEL rypE PANEL ryPE PANEL CORNER DETAIL'NZ, TABLES, SHEETS 0-0 FOR MAX I TYPE 'w, 'AS' TYPE SHEET 19 R CORNER PANEL HEIGHT AND WIDTH. SEE A• K' ANCHORAGE SHEET 11 SHEETS 16 R 19 FOR SECTION NOM. MAX. UNIT DETAILS AND SHEETS 12-14 FOR MAX p�Et , MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL IDTH TYP. ,� DLO PER 'M'. SHEET 19 2) (1) LOCK (ITEMS 75 R 107.710)A7 HEIGHT SEE PER HEIGHT TABLES FxT INr EACH LOCKSTLE, LOCKING INTO NOTE 2 TABLES 1J 1, KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. ; �j t� a JAMB DETAIL'G3'. SHEET 18: INSTALLATION DETAILS 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK X }( X X 'GW 8'Gc', SHEETS 12 R 13 COMBINATIONS PER DP/ANCHOR L TABLES. DLO WIDTH :NOM. PANEL WIDTH - T DLO HEIGHT = DOOR UNIT HEIGHT -10.125- SILL DETAIL V, SHEET 16: PANEL HEIGHT =DOOR UNIT HEIGHT - 1.888' INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER. 4 PANELS - XX/XX 'DW R'De, SHEETS 12813 ,.. SILICONE HDT-r.1FLT PAr n $10 X 1-12' PH SMS PANEL CORNER DETAIL STRUCTURAL SILICONE STRUC1UWe. .._.. SiLI WE Wd'NOM. WITH DESICCANT / 'X7. GLASS S j INT. GLASS 1m SUPER SPACERONX71L' Parti' Description Materiel 124 Komnlenirg 49G TP6 Spier System . 5116' NOM. 125trm Super Speoer n)Cr with Hot Mek Butyl Sae this Sheat for 128 Ouenex Duraseal Spier Materials 127 lCardinal X Eoge Spacer 39 STEEL POLYIBP / DESICCANTFe1MEA BUTYLENE SEAL . 5116' NOM. -slucove sEAL l -FORMED 39 STEEL /�/ INT. CLAS$ (, DURASEALM SPACER ( XL EDGE'SPACER FRIES 770 ALUM. SGD - LM IMPACT aco-Tn NTS fs • 71 e.+„~POTOIS0 160029.06 aw-tbn CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET. SEE NOTES ON SHEET 15 , � W. SHEET 19 OPERABLE JAMB DETAIL G3', SHEET t8: PANELANEL �•a�i +---_; d�,�I.4STAI.LATK)N DETAILS GW &'Gc'. SHEETS 12 & 13 PANEL PANEL D JAMS DETAIL ASTRAGAL HEADER DETAION SHEET HEADER DETAIL W, SHEET 18: MAX plp TYPE JAMS DETAATIO . SHEET LLL SHEET 18: INSTALLATION DETAILS'Lt' & T-0 78; INSTALLATION DETAILS INSTALLATION DETAILS'AW 8'Ad, yylp7y.�, 'P 18: INSTALLATION DETAILS DETAILS GW &'GC, L2, SHEET 19 'AW 8'Ae. SHEETS 12 8113 SHEETS 12 813 TYP . UNIT 'GW &'Gc', SHEETS 12 813 SHEETS 12 & 13 MAX NOA-Na '18A629.06 _7 GHT NOM. PANEL IXTE R INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL WIDTH TIP. INTERLOCK DETAIL TYPE TYPE TYPE 'L' TYPE 'A' n,PE TYPE TYPE TYPE SEE NOTE 21 'M'. SHEET 79 R' G' MAX. A 'CS' 'OS' 7< MAX SHEET IS UNIT B � TA' UNIT 90' OUTSIDE CORNER NOM PANEL ,% HEIGHT SILL DETAIL NOM. ' HEIGHT DETAIL'Nt', SHEET 19& CORNERANCHORAGE WIDTH TVP. MAX' PER •p•, SHEEP SEE TABLES 18;ET % PANEL MAX. i WIDTH TYP. ' SEE PER TABLES SHEET 77 PER DLO TABLES 7.3 NOTE 2. 13 INSTALL OLD PER SKEET NOTE 2. IS 7-3 INTERNLi HEIGHT X X SHEET 15 DETAILS SHEETS 12 HEIGHT TABLES 1.3 �✓ (Tj NOM. PANEL 0 & 13 X X WID E9 , X X (4 -TRACK, BY-PASS) INSTALLATION DETAILS ER TAB MAX. UNIT WIDTH .. AL P,E• P.E. I MAX. UNIT WIDTH 1-3 SEE FRAME & 1 SILL DETAIL 'D', SHEET 18, (((���"'--------- �"— MAX. UNITWIDTH''-- souml MS 1S + 22 .... rG7D19D B PANEL GORIER EXAMPLE: OXXX INSTALLATION DETAILS CONSTRUCTION 'DW'&'D.', SHEETS 12& 13 EXAMPLE: 90* OUTSIDE CORNER -XX/XX(2-TRACK) DETAILS SHEET IS 2 -TRACK JAMB DETAIL 11', SHEET 18: ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL TF. SHEET 19 INSTALLATION DETAILS 1W & 2.S HEET 18� ,1 INTERLOCK OETAIL'M', SHEET 19 'k•, SHEETS 12813 -�--� HEADER DETAIL AD l SHEET 18; --�— ETAll7i2', SHEET P -HOOK DETAII'J' 8 7C. SHEET 18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION 'HW 8 T1d, SHEETS 12 8 13 'Je,'KW & 1W. SHEET 16 DETAIL 13W & i)c', SHEETS 12 & 13 JAMB DETAIL V. SHEET 18. INSTALLATION DETAILS'IW 8'k', SHEETS 12 & 13 HEADER DETAIL G', SNAILS 18: INSTALLATION DETAILS 'GN 9, 'Ce, SHEETS 12 8 73 MAX. UNIT WIDTH MA) HE TA EXAMPLE: OXXXD SILL DETAIL £, SHEET 18;- (3 TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW 8'Ec', SHEETS 12 & 13 PERP. Q�AVMRKM MAX. UNIT WIDTH - , _PANEL PANELANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE 'F 'F 'P ,R. V o.soblea w�tl�a�,laeleR V . UNIT MAX NOM. NOA-Na '18A629.06 GHT NOM. PANEL 7 ER ' PANEL WIDTH TIP. HEIGHT I )LES -3 MAX' DLO SEE NOTE 21 PER TABLES 1a '! a' HEIGHT SEE SHEET IS PER B � TA' �-, - * i 13 O X SHEET t HEIGHT '--- EXAMPLE: OXXXD SILL DETAIL £, SHEET 18;- (3 TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW 8'Ec', SHEETS 12 & 13 PERP. Q�AVMRKM , PANELANEL PANEL PANEL TYPE TYPF TYPE TYPE PRODUCT RlV17fED 7X 'F 'F 'P o.soblea w�tl�a�,laeleR 19P MAX NOA-Na '18A629.06 NOM. UNIT ' PANEL HEIGHT Itay4�Mon waO?J17202D !R WIDTH TYP. '! PER my SEE MAX. PER TA' NOTE 2, -0 TABLES 1$ 13 ' SHEET t HEIGHT J� � X O EXAMPLE: XXXO SILL DETAIL'F',! EET 18: (4 -TRACK, BY-PASS) INSTALLATION DETAILS :.`( 'PW 8'Fc'. SHEETS 12& 13 .. AL P,E• P.E. EXAMPLE ELEVATIONS SERIES 770 ALUM. SGD - LM IMPACT souml MS 1S + 22 .... rG7D19D B PANEL'S RIGHT STILE TYPE PANEL UNCLE-- SMG'LE IMEWDC{ IMERLOCN FIXEO STEE LOCRSIILE W/NAWLE ASTRMNL SOX OIR ASTRAGAL IOXM "I"11GRI �X IXR ASTRAOW SOXM ,%T CORNER LO TRE WI HANOE WCORtER NLOCXSEiE W/HANDLE EX COFM" NRECEIVE. W /HAADLE INT CORNERUXT "RECENER WI HLE rw CORNER �'C EXT CORER IN CEIYSR WIKANOLE IM CORNER a6 Rw.`YEA WI HANOE TYPES OUT M Wl KARIM WI NIILDLE 7.,; INNOLE/ F PP K %" TR TQ TC TA TV Tw ;� �' a' B E P A C C IC SQ SC SA SV Sw ,wOut cc33- IN . FIXED R i" S IS / ' FD FC FV FW RR �' pornlO ROtp LOMTI E IJJ ABTRAOAL f �R i PANEL NOTES: a BOX OUT �/ - -'" 1. SEE OF TABLES 1-3• SHEETS BS FOR PANEL SIZES & DESIGN PRESSURE. BOX M / / Y / LEFT Q Imm RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF J ySd4.df'" w/ HMIDLP �.a - PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. �TR,�dl j T U STILE V— STILE 3. 90' ASTRAGALS TO USE HEAVY STILES F- BDX aVT - �� OPO PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (X1)• CORNER RECEIVER RIO (AND EITHER S#719) OR INTERIOR (M120) CORNER REQUIREMENTS. ASTRAGAL � " T iI.I LU IN � BOX IN / APPLICABLE STIMASTRAGAL SRALEXTERIOR ASTRAGALS. 4.135°ASTRAGALS 70 USE HEAVY-DUTY STILES PoL`OGX811LF - RT Cl %' � / rn (iS1)AND CORNER ADDON (F31) Lu / SILL RISERS OPTIONS_ EX, OM R (/�/ //�/ QT QS /-� /' Z3Y -I FxhAKKi CEXT L WILOMTILEHA/.OLER„ CORNER W,NAN F 1 CT CS- =- �; i EXIER:Oi .OST .252 E%TER 0R OS2 <� low /� �1 1�.OeR' 5.306' �.V - '.55 052 i,14- 1 4+, , -� " ESR"° w,Hu+ole „ AT AS DF : PRODUCT LE�,�EB� � w S SILL �NMley" EXT CORNER CF _._... ,� -ER 0511 RISER. FLAT @ SILL RISER. FLAT Coif SILL 'a FLUSH, 1.112' x LOW. 2 -In" MEDIUM. S4H' HIG�I' NOA.IIe. 1B-O829.OB .TSO' EXylnipR WL•OT/1712020 XT R _� B06 a �2 al�6rl LjL,, - ' 3 j �_A ,EaT' r tl f7— EX, CORNER t' �n� WI HAMLE VT VS VF / E --- WT WS WF �- 1B• SRL RISER BO E1 SILL RISER SOX 23 SILL RISER, 26 BILLRISERBOX ,• _ @FLUSH,1.112' LOW, 2d2' ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS. SEE SHEETS- - IOMT�M0.0GYdWE PANEL TYPES _ ...........__-. SERIES 770 ALUM. SGD - LM IMPACT A.tir BGp.A0 1'l T$ 17 +2i PG701$i1 B -... A. LTN1 NNLERP.E PFYlaT6S MVHM>4Ai{Tia CFCO/AVIK RIYM JR 1GYONl ASSEMBLY DETAILS i06 FULL PANEL.IMA9IENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR M 1 FULL LENGTH to ff fa -1 17 14 106 OF JAMB 6 �SSEED.. 60 OR D1� 2 -TRACK JAMB 2-TRACKJAMB(SHOWNSEEDE IXELG DWITHFOR XEO6'LONG W,/IN R 106OPERABLE �T ��qq PANEL CLD�MIOSSPAN (SHOWN WITH PANEL TO�I PANEL)TAIL G2 5THEINTERIIOR) f1 EXTLWR 103 1131U7-11 U(ED 6L CLIP14 r.... 15 �112 23 FULL LENGTH 4p ORM (7riOXvr EXTE OF JAMB 2-7RACKJAMS 2 -TRACK JAMB Jl-PmEwOR D SMRIOR S, z 9 LIPC P R�I05 61 62 Wi SCREEN V_ 6-LONGW/RETAINER#123 3 -TRACK JAMB 3-TRACKJAMB 4.TRACKJAMB q4-TRACKJAMS 8 0 4 (SHOWN WITH ........ H1 (SHOWN WITH (SHOWN WITH H (SHOWN WITH F+�+I(SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FD(ED PANEL TO F0(EDPANELTO �`JJ OPERABLE PANEL) WORO' THE EXTERIOR) THE EXTERIOR) THE INTERIOR) ENOR �E TA�RO(t 2 112 1 3 4 46 5 113 5 113 5 E a EXTERIOR 'lJ E__ERKMt a a SHOWN WITH 2 -TRACK WISCREEN T3.7RACK ®�ET PER TRACK HEMIGHUNIT OPT.SCREEN FRAME HEAD 08 FRAME HEAD TRACK TABLES I3 --- PRODUCT REVISED Mgvlua vnM tlw R1PAap 53 6D EXTERIOR f=OR Qpd 16-0829.08 _ 1J&nO-R?3 62 31 tt OR i3 Gj ePlntfon ORtp 02J1T72020 46 47TE tt2 B a5 2 -TRACK WSCREEN hGh 4 -TRACK FRAME SILL E FRAME SILL F FRAME SILL ITEM 61 SHOWN. ITEM 60 ALSO APPLICABLE, SEE TABLES Pa 13. SHEETS 6-6 FOR DP (PSFIASSOCIATED WITH STILE. rbi. ,er6 TEawaoevDaHE VERTICAL SECTION DETAILS . RX SERIES MALUM. SGD - LM IMPACT _ �•�+ 4. 1THH Wll£R P.E. .R- tman4 CERT. OPAfrtH.49DW s60 -n0 NTS 16 +12 PGT0130 B v.E.!$6766 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 6 *62 it RfrERKR 27 � 80 OR 8,2D,. 6 "EXTERIQR t„ 82 EMRM ®j jE P-HOOR Imo. MOUTNT)LS IJ EXT. MOUNT ONLySILLS a so ,"A. 1,3 80 81 91 1,3 113 �Po 119 1,9 1Q7 11D D ENTERIOR er 68 '15;h S16NDARD ASTRAGAL L, WITH STANDARD 067 WITH HEAVY-DUTY STILESS #61 N+ 2 -TRACK SHOWER EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INIERIOR(BOX-IN) TOWARDS INTERIOR(SOX4N) 6 11 T 6WN2 INSIDE CORNER 2-TRACKSHOWN (513V OUTSIDE CORNER 2.TRACKSHOWN le.mna 76 (W135• INSIDE CORNER TRACK SHOWN C WAUM IAV! 800]71! r. uvu - r.m rmrna. r 18 • 22 POT0130 • ITEM F61 (HEAVY-DUTY STILE) SHOWN, TTFM NO (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS E-8 FOR DP IPSF) ASSOCIATED WITH STILES. PRODUCT REVISED oennlrYr MM IM Mrld� NOA11e. 1&0675.06 epr.on. osto 021178020 By A. LYNN MUmE. PE!— $.060- 8.582' 0.080• rT 1.271' L_.JL.-JL��_._JL__�___.� 1.565• l p Oi 2-T HEADHEAD 10 -TRACKSILL ( (6063-T6 AL) 0.108' 6.526- 0.080' 117 uv 1.211' 1.505' 0.081'rT- 2 HEAD W1 SCREEN TRACK ` !S 3 -TRACK SILL (81183-T6 AL) / (608376 AL) 7.705` -- _......__ 6.221' 0080, 1.211. 1.505' 0.081' Oj 3 -TRACK HEAD- 2_TRACK SILL WSILL W/�EN� (60 T8 ALD (6083T8 Ay 4.40 1- 0.080' 1.211• �-1 1.506' 0.087• O4 -TRACK HEAD O2 -TRACK SILL (606370 AL) (6063 -TS AL) 6:4' O.OBY 8.680• } 0.632'll 0.780 "-T- -71 7.2eo• 0.080' t.W i r 1.516' rt OFRAME-HEAD/JAMB SCREEN ADD-0N FRAME SILL SCRMEN 12 AOD-0N PRAAfE $ILL SCREEN t3 LEN- N (6063-T6 AL) (6083-T6 AL) (35WTs7T)- REOUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS OR 3116' MASONRY OR 3116• MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24- MAX O.C. ANCHORS @ 24• MAX O.C. CMEOFAVM4 0.081• . e.1ea• G2 -TRACK JAMB Wt t5 SCREENTRACK (6003 -TB AL) '-�-- I 1 0.081' 7.105' 5 to 3TRACK JAMB (8089 -Te AL) I1877O6Y0.0(8063-T6 AL) r- 1.045• 1.9Ev- G2-TRACKJAMB 0.087 46 TOp RAk (BO63-Te AL) (8063 -TB AL) 107 4 -TRACK JAMB (6063-T6 AL) SO m I AMS 1 21 + 22 1 PG70130 1.9a L 0.062' SM - (6063 -T6 AL) PRODUCT REVISED I MN N. Fl.rid. bildiny NOA-Ne. 16.0629.06 enpr.uen Dat• 02/1712020 ey_ _ 'LY MI MPE P.E.1"m 0.718• 0.83' 3.SOr 2304• 0.75r 3.80r 0.757 :Loi � 0.886• 0.574' 0.790' 1.183"l 0.082" 0.080 0.087 FRAME SILL � 0.078 .06, MOUNTING 0.233-HOOKSCREW BOSCREW COYER II TRACK 'za P Q OR OO COVER 0.080 -1100KFOR BOX RISER (6063-T6 AL) (8083 -TB AL) (0083 -TB AL (0000 AL) (6063 -TO AL) (6063-T6 AL) W 4' 0' 1.486" - '.739' �j O.OBr 10.133• 1.'.00 O,OBr 1.303•.080' t8T0' 4.- 3.125• OAB .016' fl INTERLOCK INTERLOCK Ot 1�3�6• CSOR� 42 736• FU(ED MOUNT 80 STANDARD STILE et HEAW DUTY STME 82 98 0(8083-T6 AL) 0(8083-Te AL) 018063 -TB AL) (8063 -TB AL) ADAP7F.R OSCREW COVER (8083 -TEAL) (8083-T8K a.we" 3.979' I 4.1zs 1 .to5o• 1.050• Li H[Ji0.075' 1646' 2- .846' .0�1.304' 1� r-- 1_.o_so•._ C 0.125" 0.281' 3.26'0STANDARDASTRAGAL 8e HEAW DUTY ASTRAFUL ba TORSOTTOM RAIL O 81 GLAZING 7116'GLAZING 9f18'GLAZING (b063-78 AL) O (8083-T0 AL) O BEAD, FIXED BEAD (8083-T6 AL1 PANEL CLIP (6083 -TS AL) (6063-T6 AL) 1.003- t.03' q• ---may PRODUCT REVISED 0.757' I 1" 5.821' ---�1 Ip pH tw l6 tM rwnea 0.050• r 0.060' 1 :In oCeJr 18-0629.06 OFIXEDj-PANELC2.893' (808378 AL) 1.498' 0.133" 1.498' truai 0.080 t.660• - 0.863 F D PANEL b.621' 4" 0.709• 121 RETAINER 7Ai' I t20 90• INSIDE CORNERASTRAGAL CJ- 0.080'-+0� (8063-T6 AL) 2.820• t799C'OUTSIDECORNERASTRAGAL (8083T6 AI) FU(ED PANEL tta 90° CORNER RECEIVER (6083.76 AL) .. ..: t�RETAiNER 9116' (8063 -TEAL) (8083 -Te AI.) 6 16 ,v747t3pma,.oprpaMF Exrmuslays k ta4c>E,a» --- p„y.p �p SERIES 770 ALUM. SGD - LM IMPACT n. L7',N willFtL v.�. .Xt f8'rp/e rixr. aumt YlMe S9U7T0 MS Yl •?2 �~POT0130 O P.E.p x7aa