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WS-15-368
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230993 Permit Number: WS -2-15-368 Scheduled Inspection Date: April 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ROSS, IAN Work Classification: Window/Door Replacement Job Address: 640 NE 98 Street Miami Shores, FL 33138 - Phone Number (305)979-3879 Parcel Number 1132060171820 Project: <NONE> Contractor: ORONI INC Phone: (305)685-0412 Junal comments REPLACE 11 IMPACT WINDOWS 1 IMPACT DOOR' ----- INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-228550. Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 03, 2015 For Inspections please call: (305)762-4949 Page 18 of 32 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax (305) 7568972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING t FEB 19 2015 L,j FBC 20 10 Master Permit No. s I Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: � (�. 1� � � (�� I City: Miami Shorestt County: Miami Dade Zip: �`�dS Falco/Parcel#: l �'�� ' 01--- t Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: /^ Construction Typec Flood Zone: _W0 BFE: FFE: OWNER: Name (Fee Simple Titleholder): 11 `�S 7 Phone#:, -1 C, ° f, City: t'Tcrvc. )State: G Zip: Tenant/Lessee Name: t Phone#:_ Email: 6 ,/- CONTRACTOR: Company Name: ® 9�� � j• Phone#: T®r- " (3q Address: 1,(" 0 " C® NR -AJ (jO�& City: State: Qualifier Name: State Certification or Registration #: c�— �� �� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zp: Value of Work for this Permit $ 13, sLL & Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q k [Repair/Replace ❑ Demolition Specify color of color thm tile: ..--� Submittal Fee $ Permit Fee $ 220 - rrW CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (ReWwO2/24/2014) Notary $ Double Fee $ Bond $ n mm TOTAL FEE NOW DUE A 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $250, 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 OWNER or AGENT The foregoing instrument was acknowledged before me this day of q7 20 I7S , by who is personally known to me or who has produced (2 cmCaA 20S':-> as identification and who did take an oath. NOTARY PUBLIC: Sigr : Print: Seal: a �kse �k#�N ski 8�k Ai �F6f s �k� APPROVED BY (Revised02/24/2014) REBECA M.PASTWA MY COMMISSION # EBOM24 EXPIRES: Fabmary 07, 2017 11(91O Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of . 20 f � , by e;OL 5�&� who is ggrsonal o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print' -'� :..onmt14�1 B EEiaoa Seal: �9° t E)PIRES March 10, 2018 ffitelw�6a8�b��S4��k+k+6�64��B�bfl�NW�+hskt& ffi Plans Examiner Zoning Structural Review Clerk Ian '� /- � ,�Fl �[lu `~[}�V Ross ��[lN�����f u-�v ,x� 98 St (A) - PGTA|unoinurn impact Single Hung Window ND.A.11-1013.14 +60.OPSF/-80,O0SF (8) -PGTOutsvvingA|unninuno Impact Casement Win N.O.A. 12-1218,09 � +70.0PSF/'892P5F Meets EGRESS (C) -PGTOutsvvingA\urninunn|mnpacFrench Do N.O.A. 12-0516.03 +75.OPSF/'75.0P5F RECEIVED FEB 19 2015 BY:==CA�-. � 2/11/2015 640 NE 98th St - Google Maps mo 13A �-V/x S3X�S`/ . ......... . ............ i ••• •• ••• ••• • • . • • • ......... .. • • • • • • • • • • • .......... https://www.google.com/maps/@25.865735,-80.184466,3a,90y,193.02h,86.59t/data=!3m4!lel!3m2!lsOXJ!tH TFgLX,OIIT,E� !2e0!6mlilel HE A FRANK L. BENNARDO, P.E., INQ INNOVATION Project #: 42055-64065 Project Details: Ian and Cory Ross Contractor: ORONI, Inc. 630 NE 98 St Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Elev; z (ft) Size• VU x H (in) Zone Shutter? -, Building Classification: Enclosed Wind Speed (V„it): 175 mph Exposure Category: D Roof Type: Gable Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 30.0 ft Parapet >: 3 feet? No L- 19.0 x 38.0 General Calculation Elev; z (ft) Size• VU x H (in) Zone Shutter? -, Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GCPI): +-0.18 Topographical Factor (KJ: 1.0 Velocity Pressure Exposure Coefficient ( hK): 1.03 Velocity Pressure (qh): 68.65 psf End Zone (a): 3.0 ft ASD Method: P = 0.6w Mar' Elev; z (ft) Size• VU x H (in) Zone Shutter? -, -Area- (ft2) K - �K h) 9 t;�9 h) GG o + GGp Pressures (psf) '. - 1,10 15 37.0 x 38.0 4 No 10.0 1.03 68.65 1.00 -1.10 +48.6 / -52.7 2 15 19.0 x 38.0 4 No 10.0 1.03 68.65 1.00 -1.10 +48.6 / -52.7 3,7 15 37.0 x 50.0 4 No 12.8 1.03 68.65 0.98 -1.08 +47.8 / -51.9 1,5,6,1 15 53.0 x 50.0 4 No 18.4 1.03 68.65 0.95 -1.05 +46.7 / -50.8 9,11 15 53.0 x 38.0 4 No 14.0 1.03 68.65 0.971-1.07 +47.5 / -51.7 )OOF 15 31.0 x 81.0 4 No 17.4 1.03 68.65 0.96 -1.06 +46.9 / -51.0 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 engineer seal of a PE from Engineering Express. Vult may be converted to Vasd according to th following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be veri 9�z 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. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 42055-64065 PHONE: 954-354-0660 FAX: 954-354-0443 Sandyc WWW.ENGEXP.COM Valid Only With Raised Engineer Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 PAGE l OF 1 M IAM•DADE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SNV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade 1ov/eeonemv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 maternal fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well ag-appreV1-. igcy�gnt menitioned above. The submitted documentation was reviewed b Manuel Perez P.E.. • • • • • • . . . . . . . . .. ... .. . .. .. A APPROVED . ... ..... ... . •.. ;•. ;- WOAV(P412-1218.09 .. ; ; • ' J&pl*1lon D$te: 0.400111, 2018 Approval Date: April 11, 2013 ... . . . . ... . . Page 1 . . . . . . . . . . . .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details --- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVD Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. •• ••• • • • • • •• G. OTHER • • •.• • .. 1. None. • .' ..:N 0 Manuel er . ... •Ernduettontrol Ex mi r ' . • NVA No: 12- .09 •: :EnplAtion llate::A;ril ll, 2018 • • • 'Approval Date: April 11, 2013 E-1 ... . . . . ••• . . • • • •• . . . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' W THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD SUCKS DEPICTED AS 2)( ARE 1-,/r THICK OR GREATER 1X AND 2X BUCKS (WHEN USED)SMALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/F1.ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHUNS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALI CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3-A STRESWCRWW HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE ♦6 LEAD DURATION FACTOR WAS USED FOR THE EVALUATION OF • ANCHORS INTOgY@W. ANCHORS THAT 0OMFA4TO CONTACT WITH OTHER LAR MATERIALS SHALL MEET IIHE REQUIREMENTS OF THE FLORIDA SUILMNG CODFfj%CpWION RES$I'ANCE • •91 REVERENCES: AST REPbRTS FTL-9. 3724: ELCO ULTRACON •NOA: ELOO CRETEFWX NOA; ANWAF.WWR WOOD CONSTRUCTION AND • ADM ALUMINUM DESIGN MANUAL ••••• •••• •• •• •T.�'� •• • •••••• •••• Glass S • • • moi••• Street6 Land (1/8 AP - .O' PVB - UAW. L-- 2 7H8 Land ( 3/18 An -.090' SGP-3/1HiAr1 6 l end SGP 7 4 71W Lend. is (&W 118' Atr 18 Pipe .D9D' PVB -1/S' An) 6 6 ;;ML Ki (118' T - 7/16' Atr - i8' An -.Oto' PVB -1/e' An) 8 Laml l -114' Atr- 8' An 4.090" SG -3118' An 9 7 718' Land. G (WWbAn -114' Air - 3116' HS -.090' SGP - 3118` HS 7 8 7/8'LwW.IG lO-T-1/4•Alr-3118'An-.CMrSGP-3/1S"An 9 9 7/8" LeM. K3 (Wltr T-1/4' Air -3118° HS - .090" SGP -3/1(' HS) 7 Wr IANNATED GLASS STACK DESIGN PRESSURE RATING IMPACT RATING VARIES, . RATED FOR LARGE 1, MALL ANNSALED SEE SHEETS 69 MISSILE IMPACT RESISTANCE � 3r Wm <3 25.476' MAX. O.C. fF WIDTH IS UNDER 35.475' (HEAD & SILL MAX ► B. SEE SHEET 2 A 89' VISIBLE LIGHT HEIGHT (DLO) 1 CLAM BTAcar Kr sna'ANNEALmoa aso'ot�oNrsoP PVe HEATSTR737aTHENEO-WANNEALEDOR atAas 4 llnG'QLA.RSBrrE ^ III 11 BITE ,T W v- C'Y 171/2' GLASS TYPE 1 GLASS TYPES 2 & 3 MAX. 7B'NOM TAi'NWtt. A. SEE O.0 SHEEf2 OtA88siagC 8J18•LAR9NA780 OLA838TAQC Tn8'tM1QiATEO atA3sarAac alAesarapc /1m'ANtMALEOatASB. 3n6'AMW!AIE901 ('MAX 711VAl O.C. tWANNFJ Tempm EI USE ANCHOR PAIR AT EACH ! JAMB IF p HEIGHT IS Y' /;„- 28.OROVER �� 3 TV HEIGHT B 14 -IW MAX O.C. FWNDTH tS 4- MAX 33.476' & OVER (HEAD & SIL) 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERALNOTES 1 ELEVA 1 GLAZING DETAILS— 1 2 ASSEMBLY TUBE DETAILS............ 3 ANCHOR SPECIFICATIONS......--. 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES......._- 5.9 ASSEMBLY DETALSISOM-----._ 10 ���.•' LTGENSIe'.4F� �: NO.68705 Aon 63Eg�v: 1070 TECHNOLOGY DRIVE N. VENICE- FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUT". ®29296 3n8'AMNEALEDOR HEATSTRENSYM GLASS 11 8'11 GLASS BITE GLASS TYPES 8 & 9 4FProved as mmpwas Wb aw Flodda C Date Ktio I 0, 1 -prod 67 I GLAZING DETAILS I J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 108/08/12 CA -740 1 NTS I 1 OF 10 INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO2X W0OD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR 35-37 r ATTACHED TO I FRAME JAMS L Aim OR ATTACHEOTO r VENTJAMB L WINDOW 81 HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHEDTO FRAME JAMB O NT JAMB TjAC T%o • • •• ••• 38 38 H)2 JAMB HARD- WARE SEE DETAIL 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -IW THICK OR GREATER 1X AND 2X SNCKS (WHEN USED) SHALL 011 ESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION I THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MNOMUM SHUN THICKNESS TO BE 11C. •:••f�;� • - 18 84v 1XW000 \ SUCKSTRIP, • WNdow Wdth INSTALLATION INSTALLATION • — EDGE DISTANCE •• • OPTION 2 OPTION 4 1 2V+ t NOTES: WIDTH, EGRESS HINGE WINDOW WIDTH -7-I& ANCHORS INSTALLATION ANCHORS • • • • - 'CONTE _'.;-... :: .' _• . �• EMBEDMENT . .ANCHOR CONCINSTALLATION O DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. ADDITIONAL INSTALLATION VIS113LE LIGHT FORMULAS: 10' MAX PER AN PANCHHORR ER t ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 EMBEDMENT REQUIREMENT BUCK WIDTH HEIGHT: WINDOW HEIGHT -7 _ ATTACHED TO TYP.ANCHOR - 114* MAX 16 18 FRAME 391 10 11 TYPE, �° SHIM ATTACHED TO EMBEDMENT VENTSILL-7 89 13 #12 STEEL AND DISTANCE PER <'' 4 8 32 33 80 12 SWSEE SELF-DRILTABLE SUBSTRATE,20 O 3, SHEET 4. 1 SEE TABLE 3, SHEET4. + 0 EDGE < 18 84 DADE APPROVED MULLION, ALUMINUM. 1 DISTANCE 38 38 STEEL FRAMING OR 1_ a a• :• 82 82 ATTACHED TO VENT SILL I 35-37 81 STEELSTUD. EMBEDMENT 1 24 VIBLE LIGHT WIDTH (OLD) 3 8 7p FOR SNUBBER REQUIREMENTS, 8 EXTERIOR OPTIONAL ADDON SEE TABLE 4. SHEET 4. WINDOWWIDTH lu FLANGE @ HEAD, BILL &JAMBS HORIZONTAL SECTION A A JAMB HARD- WARE SEE DETAIL 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -IW THICK OR GREATER 1X AND 2X SNCKS (WHEN USED) SHALL 011 ESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION I THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MNOMUM SHUN THICKNESS TO BE 11C. •:••f�;� • - 18 84v 1XW000 \ SUCKSTRIP, • WNdow Wdth SEE NOTE 2, S.CBD • THIS SHEET. •• • •••• 1Nf.MH, 1 2V+ t NOTES: WIDTH, EGRESS HINGE WINDOW WIDTH -7-I& L A • • • • - 'CONTE _'.;-... :: .' _• . �• EMBEDMENT . .ANCHOR • • 23'-2LT I0 INSTALLATION OPTION 3 VERTICAL SECTION 13-13INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. —� I►— 10- MAX SEE DETAIL A2. BELOW \10QNV LYNN � ��:' T.ICENSF'•4�a � ` *' No. 58705 pO S A l F 10�( NAL ����E��C: A. Llw FULLER, P.E. —� g Ad•Umml AW me Re*gmd on each Sideotfba Forma 14be(FAT) LL WNdow Wdth EGRESS FORMULAS: S.CBD 17• • 22.9' 0 0 WIDTH. WASH HINGE WINDOW WIDTH -13.112 o 1 2V+ t NOTES: WIDTH, EGRESS HINGE WINDOW WIDTH -7-I& L A Two 18.C&D 1) WHEN INSTALLING COMBINATION LNTS, HEIGHT: WINDOW HEIGHT -S 23'-2LT I0 ADDITIONAL INSTALLATION VIS113LE LIGHT FORMULAS: 10' MAX t ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE WINDOW FRAMES AT NP MAX HEIGHT: WINDOW HEIGHT -7 _ FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: —� I►— 10- MAX SEE DETAIL A2. BELOW \10QNV LYNN � ��:' T.ICENSF'•4�a � ` *' No. 58705 pO S A l F 10�( NAL ����E��C: A. Llw FULLER, P.E. —� g Ad•Umml AW me Re*gmd on each Sideotfba Forma 14be(FAT) LL WNdow Wdth Anchor A S.CBD 17• • 22.9' 0 0 2:r • �.fr o 1 2V+ t 1 a •u. Wbdoa New A Two 18.C&D t7'-22.9' D D 23'-2LT I0 1 2V4 It t FffRevised W. Dote: R"wom. s DeapipNon: Drawn By' CROSS SECTIONS & INSTALLATION J ROSOWSKI 1070 TECHNOLOGY DRIVE 71ne: note: N. VENICE. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS: FL 34274 Serlea/Model• Soste: Sheetr Dro'd g No. Rer. CERT. Of AUTH. ®29296 CA -740 NTS 2 OF 10 MD-CA740-LM CASEMENT (X) CASEMENT/CASEMENT(XX) FIGURE 1: �s— IV% SEE NOTE 7.THISSHEET r-- 740 I 1740 SERIES FRAME SERIES CASEMENTYCASEMENT WINDOW TUBE WINDOW CJ �% 10'. SEE NOTE 7, THIS SHEET AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 740 SEINES __—�4 WNdow AWwlYpe Waith A B. C & D •1"WOREETS SA I= THE SHEET FOR YOUR GLASS TYPE. AWNING 1 • ABLE SHEETS DEOE E NUMBER OF CH ", 51 �" • • .Nwww IN THE Hit AND OF YOURJM 0 • 4L D FRAME 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN ASSEMBLY TUBE D INSTRUCTIONS ON SHEET 2 SHOWN. ROUND UP TO THE NEXT Z 6) INSTALL AS PER THE INSTRUCTIONS O SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE 740 SERIES \ WINDOW DIMENSION SHOWN O THE TABLES. AWNING / a° U 2)ANY 740SEMES PRODUCT ag(CASEMENT. AWNING OR FIXED 06 ►E ATTACHED TO J FRAME `ASSEMBLY1,� CASEMENT) MAY BE —E TUBE METAL SCREWS. USE THE SAME C4 `740 SERIES THE FRAME ASSEMBLYTUBE. FOR FIXED WINDOW_`_ / / ALLWINDOWS.USE THE WINDOWS •SEE PRODUM NOA POR MIN. 012 X 1' SMS INSTALLATION SPECS 4pprovat"<ampwRavdib IR@ Florida eidhg 1 Da- rio, a atef¢OAO - lam D Pmdaet 1 ITY �T� 1) DIMENSIONS SHOWN ARE LL WNdow AWwlYpe Waith A B. C & D •1"WOREETS SA I= THE SHEET FOR YOUR GLASS TYPE. B) USING THE TABLE LABELED ••MI�OWANCHOl�REOtMEO" TIP -TO -TIP D0mN8ION8 FOR EACH • ABLE SHEETS DEOE E NUMBER OF CH (PSR FOR VONDOWS ATTACHED 70 A HORRZOMTAL FRAMEASSEAMY TUBE , DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS :CWSHOWN ARE TIP • • .Nwww IN THE Hit AND OF YOURJM 0 • 740 SERIES INDIVIDUAL WINDOW. FOR VMS NOT 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN YOURWINDOW. INSTRUCTIONS ON SHEET 2 SHOWN. ROUND UP TO THE NEXT Z 6) INSTALL AS PER THE INSTRUCTIONS O SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 4 AND THAT MIN. 012 X 1" ANCHORS ARE TO 13E USED THROUGH THE FRAME 11470 THE FRAME ASSEMBLY TUBE (SEE DETAILS O THIS SHEET). AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN O THE TABLES. AWNING CASEMENTFOR a° U 2)ANY 740SEMES PRODUCT ag(CASEMENT. AWNING OR FIXED 06 .$' a ATTACHED TO J CASEMENT) MAY BE yylN METAL SCREWS. USE THE SAME C4 O THE FRAME ASSEMBLYTUBE. FOR t ALLWINDOWS.USE THE WINDOWS MIN. 012 X 1' SMS NOA FOR ANCHORAGE, SIZE AND �. (L, DESIGN PRESSURE LIMITATIONS. O O THR0UGH a 3) ALL WINDOWS INTHE O Lu OPPOSITE FRAME MEMBER. th COMBINATION UNIT MUST BE ABLE TOINDIVID W Q I i co) REQUIREMENTSUALLY OOrTHEIR MPLY WITH THE ~ RESPECTIVE NOA EMBLY� UBBEE 6) THE FRAME ASSEMBLYTU13E MAY J m 0 p Jf OwQIO St10 1)9)BW WNE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. • iABbEC. LL WNdow AWwlYpe Waith A B. C & D •1"WOREETS SA I= THE SHEET FOR YOUR GLASS TYPE. B) USING THE TABLE LABELED ••MI�OWANCHOl�REOtMEO" � B DESIGN PRESSURE FROM T14E TAWAS LABELED TESRONPRESSURE (PMFOR WWDOWSA7TACHED TOA VERI LLFPAMEASS86MYTUW OR'DESRGN • ABLE SHEETS DEOE E NUMBER OF CH (PSR FOR VONDOWS ATTACHED 70 A HORRZOMTAL FRAMEASSEAMY TUBE , DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS :CWSHOWN ARE TIP • • .Nwww IN THE Hit AND OF YOURJM 0 • 740 SERIES • • • • 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN YOURWINDOW. INSTRUCTIONS ON SHEET 2 ' Z 6) INSTALL AS PER THE INSTRUCTIONS O SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 4 AND THAT MIN. 012 X 1" ANCHORS ARE TO 13E USED THROUGH THE FRAME 11470 THE FRAME ASSEMBLY TUBE (SEE DETAILS O THIS SHEET). AWNING CASEMENTFOR DETAILS, WITH MIN. 012 X Y SHEET SINGLE UNITS: WINDOW yylN METAL SCREWS. USE THE SAME (n � MIN. 012 X 1' SMS SPACING AND QUANTITY AS THE O 1) DETERMINE YOUR WINDOW SIZE AND GLASS. THR0UGH FRAME OPPOSITE FRAME MEMBER. O W •a I i INSTALLATION HOLIES EMBLY� UBBEE 6) THE FRAME ASSEMBLYTU13E MAY fn co) � �' 0) 1(� 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE ASSEMBLY TUBE TUFRAME NOT EXCEED Sr IN LENGTH (AS USED WINDOW) OR � S Q YOUR ANCHOR GROUP FROM MIN.012 X IN AOr FLANGED BE � LL � V MIN. 012 X 1. SMS USED IN TEE OR CROSS TABLE 3. SHEET `� • • 3M3 740 SERIES THROUGH CONFIGURATION& 3) FROM SHEETS:A *WNW4 • • • THROUGHt• INSTALLATION WINDOW HOLES 8) THE FRAME ASSEMBLY TUBE IS a N g • 4 EEWWOR YOUR GLASS TYPE FWD THE PRODUCT'S DESIGN • • • • HOLE9 NOT REQUIRED TO BE CLIPPED TO NOT m a ` N Q �EE��B(U1F� 748 SERIES 740 SERIFS EXTERIOR FRAME THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. � X CA�E'LED'DESIGNA7ESS • CEMENT CASEMENT ASSEMBLY SERIES FF SFJ FOR SlNQLE W/I�OWS, ALL i • i • • rNDOW NASA WINDOW v EXTERIOR I FIXED 7) FOR ALL COMBINATION UNITS, i' .; u _ Q •ANCHOR GRORIPS' • • • • • • • • • • • • • a c' CASEMENT WIND°"' ADDITIONAL INSTALLATION ANCHORSf u Y v. o 4) DIMENSIONS SNOWNt�RE• • • HORIZONTAL SECTION C•C TAY NEEtH THE WINDOW FRAMES AT E z z ~ >s • IVL"1'IP. FOR SAfNOT • • • • • • • 10' MAX. FROM EACH SIDE OF THE c � u ROUND UP TO THE • 'LE Ff j}1 WINDOW QR IN A VERTICALLY OR HORIZONTALLY COMBINED AS NIBI.Y: VERTICAL SECTION DA VERTIO. SECTIO E -E FRAME ASSEMBLYTUSE • • CENTERLINE. SEE TABLE BELOW: OwQIO St10 1)9)BW WNE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. • iABbEC. LL WNdow AWwlYpe Waith A B. C & D •1"WOREETS SA I= THE SHEET FOR YOUR GLASS TYPE. B) USING THE TABLE LABELED ••MI�OWANCHOl�REOtMEO" � B DESIGN PRESSURE FROM T14E TAWAS LABELED TESRONPRESSURE (PMFOR WWDOWSA7TACHED TOA VERI LLFPAMEASS86MYTUW OR'DESRGN • ABLE SHEETS DEOE E NUMBER OF CH (PSR FOR VONDOWS ATTACHED 70 A HORRZOMTAL FRAMEASSEAMY TUBE , DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS :CWSHOWN ARE TIP • • .Nwww IN THE Hit AND OF YOURJM 0 • QPNE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DEWN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS -TO -TIP. FOR SIZE9NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.JAMBS • • • • 4) USING THE TABLE LABELED WNDOWANCHORS REQUOUM- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMES OF 6) INSTALL AS PER THE YOURWINDOW. INSTRUCTIONS ON SHEET 2 ' 6) INSTALL AS PER THE INSTRUCTIONS O SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 4 AND THAT MIN. 012 X 1" ANCHORS ARE TO 13E USED THROUGH THE FRAME 11470 THE FRAME ASSEMBLY TUBE (SEE DETAILS O THIS SHEET). Ad WMW Archms Requd[ed on each Slee of go Ftmne Assembil Tabs (FAT) LL WNdow AWwlYpe Waith A B. C & D t -220 0 0 23'-2&8i' 0 7 Q u. Window Atmhor M H*M A al- & D m-22.9` 1 0 10 23'-23.8` 1 0 11 2V+ 1 1 t . IYNN A"�/�i� �� ��� •' VIGENSF • :F'P �� ` No.58705 *' �O • VInE QF3 •�: NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE 2) ANCHORS MAY BE HE)WEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Olean Type: Min.Min. SOP Mh' Anchor Window Anchors Required Anchor Substrate Edge O.C. Frnbedmerd I Plei9 lass Required eaoh end & 30• Distance DIStsnce Required? wwwr width (h) 114" steel Ulka¢on Hollow Block I. urdw23" 25.15118' 273w 30' 33442' 35" 3T AnchorOrosp An¢horOroup I Anoh¢rG" AndwG" ArdwG" ArWwGamrp AmhorOroup A S C&O A B C&D A 8 C&D A 8 C&D A 8 C&D A 8 CIt A B C&D each end & 3W Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 SAI' uador2• Hea&SM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 012 steel WAS (Go 25.15116• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .035', 20 Oa. No Head/SM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 • Hollow Black 383/x• Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Yes 009 Headl881 a z 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 �, Jamb 4 4 4 4 8 4 4 8 4 4 8 4 4 6 4 4 8 4 6 8 4 • Heaftill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 4' 13/S' Jamb 4 6 4 4 6 4 4 6 4 4 8 4 0 B 4 0 6 4 6 6 4 14 410 X518, H=WM 1 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 13/4" NO Jamb 6 6 4 6 0 4 6 a 4 6 8 4 8 8 4 8 6 4 8 8 b Headl801 2 2 2 2 2 2 2 2 2 2 3 2 S 3 2 3 3 3 3 4 3 Jamb a 6 6 a a e a a 6 e 6 6 6 9 a 6 a e 6 a a m, Head/8@ 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb a 8 6 6 a 6 8 8 8 8 10 6 a 10 8 0 10 8 a 10 6 7, Head= 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jn * a a 6 a 8 8 a 10 8 a 10 8 8 t0 08 10 8 a 10 6 HeMMI 2 2 2 2 2 2 2 2 2 2 3 2 2 3 —2+-31 3 1 3 3 3 3 Jamb adf Hell! 8 2 8 1 2 6 2 a 10 2 2 6 2 8 10 6 2 2 2 8 10 2 3 8 1 2 1 !10 2 3 6 2 NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE 2) ANCHORS MAY BE HE)WEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Olean Type: Min.Min. SOP Mh' Anchor Groupi Anchor Substrate Edge O.C. Frnbedmerd I Plei9 lass Required eaoh end & 30• Distance DIStsnce Required? W 114" steel Ulka¢on Hollow Block I. 8' 1414' No each end & 3W S. Pha 6/a' 1" 13!8" No A 614, steel SMS (05) 8063-T5 Alum. 31a' sw 0.059 or#14, 410 SS SMS A38 Steel 318' SAI' 0.050 No A653 Stud, Or. 33 3/a' 51B" .03W, 2D Ge. NO S. Phe S/8" 1' 13/8' No S 012 steel WAS (Go 6003-T5 Akan. V SW .050' No or#12, 410OS SMS • A30 Steel 3)a` 518' _�" No • • • A853 S1ib 6r. 33I—OW 5W .035', 20 Oa. No 2.85k Con 2- /2' 4" I -we, o 1/4' steel W .ask concrete 4" 1314' (� • • • • • Hollow Black 27312• 5' 1-14' NO C S. Pin 1318' Yes • #12, steel SMSTG 6003-75 6/B' 1110' Yes 009 #12, 410 S�,^�S A30 Steel 5t8' .ISD" es • • i�3 Stud r. 33 3Ii' S/B' .045' 18 Oa. Yes S. Ph • 1' 13!8' Yes • • • • 14 alae! SMS (05) 8083 T5 1118 Yes or#14, 410" A36 St SW .05(' Yes • /1653 81 • • 3W Stir' .045', 1 Oa. Yes 000 2.85k Concrete 1" C I -we Yes • 14' steel Us 28lIt Con a /2" 4' 13/S' Yes • O • o Hollor 5• 1-1/4" Yes • • • Flied Bloc 2-1/2' C I-V Yes • 14 410 03.35% CorAmte • 1" 5' 13/4' No t • • QateFl Hollow it S' 1-114"No • 3.5k Core a I'M' 8 13/4" NO 5118• stet lq.a• HoOww Block 1 F®ed Block 2-112' 5" 13x4' No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE 2) ANCHORS MAY BE HE)WEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Olean Type: PVS SOP * No. 58705 (Types 1, 4 & 6) (types 2,3 & 84)) 3 �8�13 (v; Sr end None 12" max. Own a lass Required eaoh end & 30• max O.C. W 12• max, from 12• max. Oom 0%er a3' each and & 30• each end & 3W max 0.0. rem O.0 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TTP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. 7/1(• ANNEALED SOP LAML GLASS, 114' MASONRY ANCHORS INTO CONCRETE, +70% a0 PSP DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 8, ANCHORS C & D ALLOW A DP OF +70f-60. 8) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL} FD(EO CASEMENTANCHORS ( SEE SEPERATE NOAk A) FROM TABLE 0, ANCHORS C & D ALLOW A OP OF +76883.1. 10.8' B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE C) FROM TABLE 28, $ ANCHORS ARE REQUIRED IN EACH JAMB. 61" D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F DPER RULES ON SHEET 2, INSTALL I E OF THE CASEMENT & ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4 SAMPLE CONFIGURATIONS: X X X O X X vM X O X O X X X PysT !b� y PCO 0 V 25' zo• ►{� 20• ►{ 4W 4ppmved as compiglag frith go PloNda aldta G 0 ) Dnte e t ko 'aft Prodoet C4 O Q n 2 CY 0 i 13.28' m * No. 58705 oo�' 3 �8�13 (v; =V®y 0. STATE OF '• VJe S,S/ONn4 a 13.28' * No. 58705 CA 3 �8�13 (v; 0. STATE OF '• VJe S,S/ONn4 • • TAFA F R. FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.09V PVB -1/8 AN) 4) 7/8° LAMI. IG: (1/8e AN - 7/16e AIR -1/801 AN - .090° PVB -1/801 AN) T w9mow HEIGHT l_ 11 WIDTH SEE SHEETS 18.4 FOR N'BmOW ANCHOR LOCATIONS AND QUANTITIES. a Design Preseure (Ps0 br Single Winders, AD Anchor Groups wbdowwwth under23' 2611918• 2744' 30• 33.1PP 35' 37' under 23' +7x-90 +70139 +7x-90 +70190 +70140 +701.90 +701.90 • • • 2618119• .7x -W +70190 +701.90 +70190 +70190 +70190 +701.90 363/8• +70190 +7x90 +7090 +70190 +70190 +70190 +70690 48' +7x90 +70690 +70690 +7x-90 +70190 +701.90 +701-91 3s• 50818' +70140 +701.90 +7x90 +70690 +7x40 +7x90 +7x392 0&0 Sw +701-90 +701.90 +7x40 +701.88.0 +701.80.8 +701-77.7 +70174.3 +70140 or +70140 +70690 +7x-90 +70134.3 +7078.9 +701-73.7 +70670.1 AC&D 7Y +7x90 +70197.2 +701-77.7018x-718 C&O 1;,2% .4 +801-90.9 +/-5.9.3 A,C&D 7e' +70140 +701.84.8 +701-78.7 +1•87.3 H-88.9 +1-872 +/-5.8.6 +701-90 841 +70f-90 +7x30.4 +7x-71.3 01801321 +/-84.2 +70140 +70190 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.09V PVB -1/8 AN) 4) 7/8° LAMI. IG: (1/8e AN - 7/16e AIR -1/801 AN - .090° PVB -1/801 AN) T w9mow HEIGHT l_ 11 WIDTH SEE SHEETS 18.4 FOR N'BmOW ANCHOR LOCATIONS AND QUANTITIES. renr c T. • -0*- • &VP Fromm (pa0 br WbWms Atfaobed to a HodionW Frame Asa=* Tuba Design Presure Will for Wlndays Attached Ic a Vertical Frame AssaWy Tube • • • • • • Windwvmdth • • • 23• 18x18• 4' wbNaowmdlh 33.1/7 36• 37• .000 Anchtf m QUWM Group mdwza Arohw6roup 2s15r15• z7.3rr 30' 33.1rr •AO 3s• AU Sr A.0&D A S C&0 Anchor Group B 0&0 Anchor Group 23• Armhw (roup Anchor Dross. Anchor Group •.7x90 Anchor Group Anchor Group +70140 A 1 B C D A B 1) S AC&D B A,C&D A B C&O B A,C&D B A,C&D +7x48 under 23' .701-90 .70140R+701-84.7 �!® 0 +701-90 .70190 .701-90 _241, +701.90 +701-90 +70140 +70140 .701.9D +7a -W +70140 +701-90 +70140 +70190 .701-90 .70140 . 2&15418• .70140 .701.900 +70198 .7x-90 .701-90 +701-� .701.90 +9a•� +7a4o +7x-90 •7a90 .7a•g0 +7a4o .70140 .701-� +7x-90 .7a4o .701-� +7x40 38318° +•7x•10 +70718' +7x392 +70149 +701-61 +701-90 +701-90 +70190 +701.9D .701.90 +70140 .79.90 +701-90 +701.90 +701.90 .701.80 +701-90 +701.90 48' +701.73.1 +157.30 +7x90 +701-90 +/848 .79.90 +701-90 +7a -W +701.90 +701.8/.8 +70140 +m.90 +701.78.8 +70140 +701-9D +7x.90 +70.88.9 +70140 +9x324 5WW 089.3 0.54.30 .80130.9 +701-90 +1$1.4 +70.90 +70.90 +70.90 +7aM +701.832 +701-9D +70140 +701.74.0 +701.90 +701492 +701.90 +701.84.3 +7a�.2 1-.8 Or 0.58.5 0.45.8 0130.4 +701-90 +151.8 +701812 .70140 +701-75.9 +701.90 +7x-102 +701.88.6 +701.80.3 0829 +70140.6 +701.752 +7x.7),7 +701-71.2 +7x•74.3 83' +/55.7 +1.43.8 .7 +70189.5. +1.493 .701.77.3 +7x•90 +7,•723 +7x90 085.9 +7084.3 +70170.5. -159.9 +701.76.6 +701.71.8 +70173.7 H87.8 +701-70.1 renr c T. • -0*- • &VP Fromm (pa0 br WbWms Atfaobed to a HodionW Frame Asa=* Tuba • • • • • • Windwvmdth • • • 23• 18x18• 4' 30• 33.1/7 36• 37• .000 Anchtf Anchor Group QUWM Group •Amhor Group Arohw6roup Ancllwcrorry Anclforfsrcup •A0 • •AO • A9 • AU B A.0&D A S C&0 A B 0&0 • 23• + 70140 •.7x90 +7x82.1 .7x90 +70140 +7x7&6 +70198 +7x40 +7x701.3 +7x90 • 18118' +70140 `7x80 +� +70190 +70190 +701.90 +701.88.8 +7x90 +701-90 +70184 +7x90 +7x48 �!® 0 7x40 9+7x90 •+70190 .701-90 ,70140 +70140, +7x90 +7m•0 +70190 +7x•90 +7x90 ;4V +7111491) .701.90 . +7x98 +7x90 +70198 +7x90 +7x90 .701.0 +7x90 +7x90 +7x98 1x11518` 4701A +7a4D 9+� •+7019D +7x.90 +70190 +7x90 +7x40 +701.90 +7x992 +7x392 ,7x492 • SO• +7 -V 70190 •+ .701.88.6 +7x30.8 +7a9a8 +701-77.7 +7x-77.7 +7x7'/.7 +7x74.3 +701-743 ,7x74.3 Sr +701.90• •7x90 +7x90 ,7x901.3 +7x•78.6 ,701-78B +701-7017 +701-73.7 ,701-Td.7 .7x7011 +7x7011 .701-70.1 72' +7 90 x-87.2 701 +701718 +9x324 016x32.4 .8x30.8 .80130.9 +8x30.9 0-88.3 +/38.3 +6&9.3 • • 76' +71(11• +70134.8 +70675.7 • +607.3 +1388 +658.9 +1.572 1372 +1.572 +1-88.8 +138.8 1-.8 84• 0130.4 +70171.3 +80182.1 +/842 +/-"2 NOTFF.3.' 1) SEE SHEET 4 FORADDITIONAL SAMPLE COWMMAY1009. 2) SEE SHEET 4 FOR SIMMER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10• MAX. ADDITIONAL ANCHOR (4). IF REQ. „i -- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE FRAME 10•rMAX. -- H - T WINDOW HEIGHT --4W04DOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE 4pprovwd ms compwn w)Ih the Fbrldo wla C Date r: \ hf � D da Prods By �N ON WN W �M ;Ciro O ,0 cz z `��•�'j`.•'apENSF''•.F�Q moi: * ' N0.58705 /3 `i' O•' STATEOF •'_ OR `S/ONA1 �'o,"" A LYNN MILIER. P.E. . Tema TART C o- T-[] WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMS.' FOR GLASS TYPES: 2) 7116" LAMI (3/16 AN -.090- SGP - 3/16 AN) • . • • : • *&on Design Pressure (psQ for $We WUxtows, All Anchor Groups WbWow Wtdih Design Pressure b" (a W hdons Altachad to s Vertical Frame AWMNY Tubs 0 0 0 0.. undar23' I 28.18118• 27314' 30• 331!2' 38" 3r OON 23' +901-130 +801-130 +987.130 +90-130 +001-130 4W-130 +901-130 25.16118• 4907.130 +9x-130 +W-130 +901--130 +801.130 +W--130 +98--130 Anchor Group 36318' +801-130 4981-130 48x•130 +901.130 +801-130 .n.130 +901.130 48' 49x-139 49x.130 +8x-130 +907-130 +M-130 49x.130 +W.= A 60-W +901-130 +9x.130 +8x•13D +10-130 +8x-130 +gx.130 .9x•130 Anchor Group ST +901-130 +907-130 +9x-130 +901-130 +907-130 +8x-130 4807-130 A Sr +907430 49x.130 +9x-130 +9x•130 +911-130 4SQ1.130 +901-129.8 8 72' +9x-130 +p-130 +9x-130 +9x-130 +9g/-129.1 +981-122.9 +001.li .9 A 761 +90-130 +x-139 +9x•130 49x-130 +901-124.1 +9x-116.7 +9a•107.8 .7x•99 84• 1 +807-130 1 4N-130 +8x-130 +W -13D +90-.I%4 .701-90 .7x-90 TART C o- T-[] WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMS.' FOR GLASS TYPES: 2) 7116" LAMI (3/16 AN -.090- SGP - 3/16 AN) •. • • . • • : • *&on Prassore WQ tar Whrdmvs Attechedto a HmimdW Fm=AssemW Tube Design Pressure b" (a W hdons Altachad to s Vertical Frame AWMNY Tubs 0 0 0 0.. W irrdw Wldb m wKtff2r Sow r • 30• 311(2" Wfntlour Width V 3r • • • Anehe am Anchor Group 04Cb• Group .Anchor Glow Anchor Group urWe23" Anchor ((tarp 2515118" 27.314° 3v AO 3311Z' AI 8 A,C&D A 3r C&D A B Anchor(Roup • • Mw2r Anchor Group 070190 Anchor Croup .+7x-90 Anchor Group +7x•9D Anchor Group +7978.6 Anchor Group +701•90 Anchor Group +7x-90 A B CK+701-9D + A B C&D B A,C&D A 8 C&D A B C&D B A,C&D A B C&D +701.90 under 23• ,701-90 .7x•99 «701-� .75190 +7x99 .7x-90 +751.90 .7x•90 .7x -9D .701-90 .7x-90 .7x-90 +7a-� +7x-90 .78'.90 ,Ta•� .701-90 ,7x-90 .701.90 .701-� +7x-90 2515!18• +701-98 ,7x•90 +7x90 +701-90 +7x90 +701-1O +701.90 +7x-90 +701-90 +7x40 .701-90 +701.10 +7x•90 .Tx -90 «70-90 +70.90 +701-90 +7x-90 +701.90 +701.90 38318• +70190 .701.71.8 +701-90 +7x.90 +7x-81 +701-90 +70190 +751.90 +7x•90 +701.90 +7x-98 +7x90 .M.90 ,7x.90 +7x-90 ,70190 .701.90 +701-90 +70140 +701-90 481 +78!731 +157.3 +701.90 -1-84.8 +70190 +70190 +701-90 +7d-90 +71190 ,7x47.8 ,701.90 +70'.90 +701-90 .7x-90 +701-90 +701.90 +701-90 +70148.9 +701-9050518• Mx-fO 01.90 *•89.3 .154.3 +7x90 +701-+75190 +141.4 +701-90 .70190 +7x•10 +7x.90 +701.90 .701432 ,7a� +7a.W +701-90 .7x90 +701.892 +701-90 +701.90 .70144.3 +701.90 60•*58.5 +I-a(l +701447 +151.8 +70141.2 +751.90 +7x75.9 +7x-90 +7x•89.8 +7x•70.2 .701.90 +70140.3 ,701-78.8 ,70'90 «701-78.2 +7a9D- +701.90 +7x-71.2 +701-20 83` *55.7 0,13.6 +7x407 +7949.5 +/•49.3 +7x-77.3 +701.90 +7x-723 +7(V.90+7x45.3 +151{.9 +7x-� +797.78 5 +7x•74.9 +7x9p +701 7L8 +7x90 +7a-88.5 +lVt +7x 90 •. • • . • • : • *&on Prassore WQ tar Whrdmvs Attechedto a HmimdW Fm=AssemW Tube 0 0 0 0.. W irrdw Wldb wKtff2r Sow r • 30• 311(2" V 3r • • • Anehe am Anchor Group 04Cb• Group .Anchor Glow Anchor Group Anchor Group Anchor ((tarp A11cha Group AO AI 8 A,C&D A B C&D A B C&O • • Mw2r 070190 on" .+7x-90 +Ta4Z1 +7x•9D +7x90 +7978.6 +m -w +701•90 +701.743 +7x-90 A151181 +701•% 7x90 + +7x90 +7x90 +79-90 +7014&6 +7x90 +781-90 +7(1144 +7x40 +701-90 384V d OLON0 0 070190 0,7019D 0+70PW +701.90 +7&090 +70190 +701•90 +701010 .75190 +M.0 +701-90 • •A8` +79.0 90 +70190 +7x.90 +7d90 +70190 +70190 +7x-90 +7a -M +7x90 +7x-90 8E-51@' +70f se +7x-90 •+Ta -90 +7adO +7x90 +7x90 +701-9D +7a ->O +701.90 +707 -DD +71V -9D +T 7x -90+7x•90 +701.90 +7x•90 +7x90 +701.W +701.90 +7x.90 +701.90 +7x-90 (Ir Ofd -10• .70190 @7. +701-00 +7a-00 e7a•90 +70190 +70790 +Tx -00+701.072• .7 -90 01010+7x904.90 +7a -9D +701.10 +74.90 +711-90 +7190 +7•78' +MOO +70190 .+701-90 Mx-fO 01.90 +701.0 +701.90 +70190 +701-+75190 x-10 NOTES: 1)BEE SHEET 4 FORADDIT27NAL SAMPLE CONFIGURATION& 2)8EE SHEET 4 FOR SNUBBER REQURSUENT8. LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10- MAX 1 TUBE HEIGHT WINDOW ADDITIONAL WIDTH At4CHOR 94). IF I:EQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEh13LY TUBE. Approved ascompWag wldr the No Ida u[dla4 ad Data RlO ID der 1� Cs CLti V) CD otl Z r O r Q o Wtfl a o pa Imo-• W O- Z o Z W d 0 -,V3 V3 CO 0 U pm ® GNg' N Nm M,•"C Vi, o0 0 d az z {119 11 LYNN ............ cENSF. 4 4. F,p ` * ' N0.68705 ' Q STATE OF ' IAT.{�'. A.LYNN MILER P8 `rnr3co TARI R 1? FOR GLASS TYPES: 3) 7/16" LAM[ (3/16 HS -.090- SGP - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3(16" HS -.090" SGP - 3/16" HS) 9) 7/8" LAMI. IG: (3/16'T- 1/4AIR - 3116" HS - .090" SGP - 3N6" HS) T _[] W WDOW HEIGHT II �1VWvam� SEE SHEETS 18,4 Fit WINDOW ANCHOR LOCATIONS AND QUANTITIES. a :.: • •dlWp Pressure (psi) row Windows Mashed to a Horizontal Iwo Asstmbly rube Denton Pressure (psQ for Wrate Windows. All Anchor Groups WhAuw Wdm ••• •.••• Design Pressure (psi) for W hhdom Alfeched to a Yedlcel From Assemd7 Tube under23' 1 25-18116' 27-W 1 3( 33 -IM 35' 37• under 23' +ora -130 +60/-130 4901430 +801-130 49(t-130 +801-130 +W-130 35' 25-18116' +801-130 +8-•130 +801130 +801-130 +88!-130 +801-130 +801-130 Anchor soup 38.318' a8a-130 018--130 018--130 +8-.130 +80/.130 +8--130 +8-•130 27.3/4' 46' +8--130 +801.130 +9--130 +x I30 +801.130 +8--130 +M-130 33 80-&8' +9---130 +801-130 +9-430 +8--130 +901-130 +90%130 +00•130 +70182.1 o' +8--13 +80/-130 +801-130 +981-130 +901-130 +90!•130 +9--1 Antim Group 83' +W430 +8--130 +9-•130 +991-130 +9--130 +901-130 +9-•130 C&D 7Y +9--130 +9--130 +8--t30 +80!•130 +8--130 +081-130 4W-130 A,C&D 76' +9--130 +901-130 +8-.t3o +9--130 +W.130 +9--130 +W/430 +701.90 84• +901.130 +8--130 +8--130 +901-130 +905-130 +701.80 +70140 TARI R 1? FOR GLASS TYPES: 3) 7/16" LAM[ (3/16 HS -.090- SGP - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3(16" HS -.090" SGP - 3/16" HS) 9) 7/8" LAMI. IG: (3/16'T- 1/4AIR - 3116" HS - .090" SGP - 3N6" HS) T _[] W WDOW HEIGHT II �1VWvam� SEE SHEETS 18,4 Fit WINDOW ANCHOR LOCATIONS AND QUANTITIES. � s • 13: •••••• • • • • • :.: • •dlWp Pressure (psi) row Windows Mashed to a Horizontal Iwo Asstmbly rube ••• •.••• Design Pressure (psi) for W hhdom Alfeched to a Yedlcel From Assemd7 Tube Wh"WkRh &*7231 I !6-15118' • 27-W 30' 33-UY 35' Whldow Wlch 3T • 00* Anchor I Grasp Anchor • Group - wetrorr 40"o Anchor soup Anchor Group m umlo 23` 2515118' 27.3/4' 30' A0 33UT A•C&D 35' B C&D 37' B C&O Anchor Grasp +7-40 +7(40 Anchor Group +70182.1 AnchorGroup +7140 Amhor Group +71-90 Anchor Group +71-74.3 Anchor Group Antim Group +7140 A 1 B C D A B C&D B A•C&O A B C&D A B C&O B A,C&D A 8 C&D +71-80 WNW 23P +701-90 +701-M +701.90 +701.90 +701-90 +701-9D +701-90 +701-W *MaW +701-90 +70140 +701.80 +70140 +701.90 +7014D +7411-90 +7111M +7--90 +701-90 +701-110 +16.40 2515116• .701.98 +701.90 +701-90 +7 -AO +701-91) +701•9D +701.90 +M-90 47--98 +TQ140 +701-90 +70140 +701-90 +701.90 +Ta -1D «701-90 +70140 +Ta40 +7w -w +701-90 •7Uf40 38.318' +701-91) 4701-71.8 +701.80 +701-90 +701.81 +701.90 +701.90 +701.90 «701-90 +701-90 4701.90 +70140 «701-90 +70140 +70130 +7-.90 +M -9D +701.90 +70140 +70140 +701-98 48' +701.731 WU.3 +701.90 +701.90 084.8 +70140 +701 -go +701.90 +7(V40 +701-N +701.87.8 +701.90 1 +701-90 +701-90 +701-90 +7140 +701.90 +701-90 +TOf.W9 +7x-90 608/8' 41-0.3 +1-64.3 .70140 +Ta -W +141.4 +701-90 +701-90 +701.90 +701.90 +M-90 +701.032 •7140 +70130 +701.90 .70130 zm +701$9.2 .70130 +Ta -90 +701.84.3 +781-10 80' y-68.6 +1-45.8 4701847 .70130 .181.6 .701-gt.z +701-l� .Ta -78.9 +701-g0 +70/.89.8 +7a•7o.z +7130 +7014 0.3 +Ta -78.6 «70140 +701.7&2 +7-3g .70140 +7aat.z QW -90 83• +.86,7 +t+t3.8 +T -8R7 +71.89.$ +!•49.3 +701.77.3 +7130 +71-72.3 «7-30 47185.3 +f -8&g .7130 +71.786 +701-749 Na3g «71-71.0 +70A90 +71.86.6 +1.87.8 +7130 � s • 13: •••••• • • • • • :.: • •dlWp Pressure (psi) row Windows Mashed to a Horizontal Iwo Asstmbly rube ••• •.••• Wh"WkRh &*7231 I !6-15118' • 27-W 30' 33-UY 35' 3T • 00* Anchor I Grasp Anchor • Group - wetrorr 40"o Anchor soup Anchor Group Anchor Gose AnohorOraq ArlcfrorOmup • • A9 A0 8 A•C&D A B C&D A B C&O "tMder23' +7(40 +7-40 +7(40 •71-90 +70182.1 +701-90 +7140 +71786 +71-90 +701-90 +71-74.3 +70-90 25.15118' +7(-91) +7140 +701.90 •7140 +7-40 +7-88.8 +70140 +7140 •7184 +7140 +7140 • +HMSO 0•70140, •1'6'4!U +70140 +7(V41) +7140 +701-90 +71-90 +71-80 +7140 +701-90 *701-90 48' +yY •+70140 +7( +W-90 +70140 +7140 +78+40 +71-90 +7a -9D •70/40 •70-90 +7140 Le 70-W +70.41) +70140 +16.40 +7140 +7a41) +74Y40 +7(40 +7140 +701-90 +71-90 +714o +7a -w € 81) 0+7a -w 7(V48 7OF-9D +70141) +70140 +7140 +7140 +71-90 +7140 •7Uf40 +7-41) 83• +7x40 +7-41) +7(41) +7(4o +7080 +7gr-81) •�f-90 +7a -9D• +7--90 +7140 +70140 +701-98 +IV -W +71-90 +70140 +71--8g +7140 +T1-91)70' I+N +7(40 +7(40 +70141) +7(40 +7x40 t7--110 +7140 +70148 +71-90 +71-9084' I «7(40 *7(40 +7(40 +7(40 NOTE&: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATION& 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW T FRAME HEIGHT ASSEMBLY i TUBE 10• MAX ADDITIONAL ANCHOR I (4ff REO. �{ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANYAWRIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE FRAME 10 -MAX --►-I 1-.- A93t]�9RY �� 1 TUBE WINOW T HEIGHT I I ADDITIONAL '-'�) Fes- ANCHOR (41 IF REQ. SEE SHEETS 1 & 4 FORV64DOW ANCHOR LOCATIONS AND QUANi1T�3 SEE SKEET 3 FOR ANY AODMO14ALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE 4pproaed as cont hlugwtthlhe Ftorkla Ualdlsg ode WQA0 1� lM do Product S9 W � t1J � ZCNI 3` t CD 40 � L o (L 0 0~ No Az Z `1 W o Z Uw to _' W Q O am m \U Iwo #6 m O r`X(� ma! a UZ 6W LL O OZ Z W gi U 1\11111 // st' 1\CENSE •.'p * No. 58706 0 STATE OF / A. LYNN M®AE .P.E. 5) 7/8" LAMI. IG: (1/8"T - 7/18" AIR -118" AN - .090" PVB -1/8" AN) WINDOW HEIGHT �-� WIDTH �- SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTfrES. a • • • De ign Pressure (paQ br Windom AUsohed to a Hodwrdd Frosts AsaernWy Tuba Design Pressure (psQ br Sln& Wlndam, AD Anchor Groups WNdow Width Design Pressure WQ ror Whdosw Attached to a VerUoal Fame Assembly Tube under 23' 25.1&18' 273/4' 30' 33-t/2' 36' 3T Under 23' +701-90 +70/-90 +701-90 +70/-90 +701-00 +701.90 +7&-90 2&16116' +701-9D +7&-90 +701-90 +70/30 +701-90 +701-90 +701.90 Sr 36-W +70190 +7040 +701-90 +70f -9D +70f -g0 +70-90 +7&-90 AnchortNotrp 28.1&18' +M.gD +701.00 +701-90 +701-90 +701-90 +701-90 +7MO 340' 50.5/9' +7-40 470190 +70190 +70190 +IrWmW +70140 +701.90 • 80' +70140 +701-90 +70190 +701-90 +7W-90 +701.89.8 +70P34.6 +7079.6 6r +701.90 +70190 1 +701-90 1 +70!90 +701.872 +701.84 +70179.9 B 72' +7(V90 +701-90 +70148.5 N&-81.5 +$.70 +80169.4 +8&-87.8 B 78' +70190 +7019D +70148.3 +70.7 +80%87.2 +801852 +6W4&3 +70mm 84' I +701.0 +7&90 +70141.3 1 +80!70 +80/41.8 +70-90P+7011-19D 4)'W400 5) 7/8" LAMI. IG: (1/8"T - 7/18" AIR -118" AN - .090" PVB -1/8" AN) WINDOW HEIGHT �-� WIDTH �- SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTfrES. ABLE 18: •••••• • • • • • • • • • • • De ign Pressure (paQ br Windom AUsohed to a Hodwrdd Frosts AsaernWy Tuba Design Pressure WQ ror Whdosw Attached to a VerUoal Fame Assembly Tube Whtdw WMD1 urder23'• 26-1&18' 4'L 3(' Wbdow Width 35' Sr • • • • • • • Grerrp %whor group m *Anchor Gtoup wrier 23' AnchortNotrp 28.1&18' 273/4' 30' •• •A0 33.112' • AD 38' A,C&D 3r B C8D A AmhorOmup C&O • Anchor Group oofm Anchor Group + Anchor Group +704.1 +70.80 AaohorGroup +7079.6 Anchor Group AnaborGroup +701-74.3 A 8 C D A B C&D B A,C&D A 8 C&D A 1 B C&D B A,C&O 8 A,C&D -W under2r +70/40 +70140 +79-90 +70mm +7&90 +701.10 +70140 +7W90 +701-W +701-00 +70190 +70-90P+7011-19D 4)'W400 *7&49 +70149 +70!49 +70199 +7a90 +70199 +70140 28.1&1W +70140 +70/90 +70110 +7W� +7W40 +70190 +701-0 +7W90 +7W40 +7W40 +7040 +70190 +70.80 +70.90 +70190 +TW90 +7040 +70190 +701.90 ow- 383/8' +7W40 +70171.8 +7W90 +7W40 +70141 +70/90 +70140 +70140 +70-90 +7040 +70190 +7040 +7-90 +70/.90 +70190 +7040 +70/40 +7W40 +70472 48' +TW.7&1 +W3 +7090 +W4-0 +/-94.9 +70190 +70(40 *7040 +7W-80 +74.80 +7087.9 +7090 +8070 +701.7&8 +7-90 +7040 +70190 +7048.9 +7W.90 +80147.8 808!8` +/443 +-56.3 +7090 +70.90 +/41.4 +7040 +7090 +70.80 +7040 +7040 +70432 +701-40 +BW4&3 +7074.8 +7090 +7048.2 +7080 +7044.3 +704080' +8-70 4=41.8 +148.6 +1455.8 +7044.7 +70140 +141.9 +701-81.2 +7090 +70175.8 +7040 +701.89.6 +70%70.2 +M.0/ +42.6 +701-9D +7Wa&2 .M.W8 +M71.2 +70194.8 63' +145.7 +/-aG +7040.7 +7049.9 +149.3 +701-77.3 +7090 +70172.3 +70140 +70145.3 +99.9 +70.90 +148.9 +70147.2 1 +7071.6 +70144 +147.9 +70.79.9 ABLE 18: •••••• • • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIDURATIONS. 2) SEE SHEET 4 FOR WRWER REQUIREMENTS. FRAME HEK,;HIlT ASSEMBLY 1L TUBE 10' MAX. AMmONAL ANCHOR (4), IF REM SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUB& FRAME 10' MAX. -►i {�- ASSEMBLY r I TUBE T Wet�W HEIGHT I vvffmw I ADDITIONAL '--�1 f01DTH Imo- aNctiOR SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATWNS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4yrp mtd m m,uytyl"g path Ike F1a4da ':,Wlrg code Daly- r: As MI ell Daa 'itq at BS: O wco ti c9 U' `8 04 iJJC� J U - o 0 -to o co O F- p Z y Z Y O Z w co w Q U U pm ® QN n N yyy N i� pr = V aQe'v� Q U�ax o naZ z ``t Illtll%1j11 No. 58705 =o : 3f$)3 '�- ST OF W. 'iO'� FLORIDA' ' ONA%-,, • • • De ign Pressure (paQ br Windom AUsohed to a Hodwrdd Frosts AsaernWy Tuba • • • Whtdw WMD1 urder23'• 26-1&18' 4'L 3(' 33 -'Ur 35' Sr • • • • • • • Grerrp %whor group %&V gio�- *Anchor Gtoup AmherGreup AnchortNotrp Ancherfiroup •• •A0 • AD • AD B A,C&D A B C8D A B C&O • •der23' oofm +7090 + +70%90 +704.1 +70.80 +701.90 +7079.6 +7W90+7" +701-74.3 +7090 1&10' +7019b +7090 •141 +70M +70140 +70148.8 *70190 +7090 +7W.84 +7W.SD +7W40 0 38-318' +?"i701 -W •fM 0040 +7W90 +TW40 +7090 +7W40 +70140 +M.90 +7090 +70140 48' 4)'W400 OM40 +7040 +70140 +70140 40f40 +70140 +70140 +70/-90 47W40 +70140 +To740 50.818' N 40 +7040 •+70 +7040 +7040 +7040 +70.80 +70!40 +70.90 +70r-0 +7W40 00140 ow- +71YAO +7W40 +•W40 9+70140 +70140 +70140 +7W4&8 +7013&8 +7048.8 +7044.8 +701.84.6 +70144.8 53' + ,yt 7040 +70190 +7W40 +TW -872 +70472 +7W44 +7004 +70144 +701.79.5 +70178.e +7-79.9 7Y +7040 +TW40 +70140.5 +70141.8 +8070 4SW70 +p149.4 +6W.89,4 +801.89.4 46W47.6 +047.8 +80147.8 74' +7040 +701.90 +70146.3 +701.78.7 +BW47.2 +80.87,2 +BW45.2 +80-852 +6W45.2 +80/43.3 +BW4&3 +8W43.3 84' +70140 +70140 +7041.3 +8-70 4=41.8 +8W-81.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIDURATIONS. 2) SEE SHEET 4 FOR WRWER REQUIREMENTS. FRAME HEK,;HIlT ASSEMBLY 1L TUBE 10' MAX. AMmONAL ANCHOR (4), IF REM SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUB& FRAME 10' MAX. -►i {�- ASSEMBLY r I TUBE T Wet�W HEIGHT I vvffmw I ADDITIONAL '--�1 f01DTH Imo- aNctiOR SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATWNS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4yrp mtd m m,uytyl"g path Ike F1a4da ':,Wlrg code Daly- r: As MI ell Daa 'itq at BS: O wco ti c9 U' `8 04 iJJC� J U - o 0 -to o co O F- p Z y Z Y O Z w co w Q U U pm ® QN n N yyy N i� pr = V aQe'v� Q U�ax o naZ z ``t Illtll%1j11 No. 58705 =o : 3f$)3 '�- ST OF W. 'iO'� FLORIDA' ' ONA%-,, TABLE 17,. FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16° AN -114° AIR - 3116" AN - .090" SGP - 3/16" AN) app'"�� ".-plying sitb aw F/"ride BnWI C e 8) 7/8" LAMI. IG: (3/16° T -1/4" AIR -3/18° AN -.090u SGP -3/18" AN) Dat" c lVAAB M n10 dna' °i4educ op'ro wINODw HEIGHT WBmOW WIDTH SEE SHEETS 1 & 4 FOR d WMIDOWANCHOR r1W ti LOCATIONS ANDQUANTff�S. •� 08 g a Z �c2 TABLE 1S• t O r IX 1 o o LU o � o� CD Z IL w O Z(� • • • • • • .00. • FRAM '� 0 V • • 000000 • • 10• MAX-►•IAl'Y INS. 41 • T WINDOW ,$ • T HEIOHT • WINDOW FRAME y x r! S HEIGHT -ASSEMBLY I i jj9.v; a • Ti�E I yyptp�y I ADDITIONAL Z O O O ANCHOR 19• MAX ~•{ WNTH F~ (4i. IF REMAD � Z a Z • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR O ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET 11111 t SA IF MO' ANCHOR REQURIRED FOR THE FRAME ANY ADDITIONAL ANCHORS `�.pC1..4�N, M/4 WINDOW TUBE. ` 'l , �CENSg '• ; YAM �c * : No. 58705 SEESHEETSI&4ORWINDOWANCHOR c CATIONS AND 3 OR ANY ADOfTI�VNSgiORSE SHEET _ = REQUIRED FOR FRAMEASSEAAfB.Y "� CIS IW` TUBE :PO •• STATEOF �fV. 1 SEE 81{EET4FORADDITIONAL SAA9�I.EflONFIWRATIONB. 'Sis��++NAL ���`• 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.I. YMJ P. PM P.Ei 88108 a Dael9n Preaeure ipa0 br Singie tlYiMmve, A6 arrotar Cfoupe Window Width under 23' 261m18' 27314' 39• 331IY 3s 3T• alder 23' «8a•130 .e0!-130 +8p/-13D «�1-130 +80%t3o a8a-13o «8a-13o �-16118' r8a-139 +8a-13o +8ph1� +8a-13o +801.130 s8a-13o .8m-13o 303/8` «907.130 +801-130 +001-130 «8a-13o +9a-13o «ea-13o «8m-13o 40' «8a-1� +W-13D +001-1� +8a-130 +80%130 +6a-139 +801-130 609J8' «8a-130 +8a-130 +80%13D +901-130 «901-130 +8m-130 +Ba-130 80• +8a-130 +9a-130 +Ba-130 +8m-130 +801-130 +8m•130 +801-130 .3g 83' +8a-730 +80f-130 +80!•130 +8m-130 +Ba-130 +801-130 +8a-130 72' •80/-130 +80%13D +8p1-130 +8a-130 +BOh130 +�/-124.8 *Ba-118.7 78' «801-130 +8a-130 +8W-130 -11-11 LU S2 LLI • • • • • •�� Pretultue (ae9 9a WdMoxre Alffiahed ffi e Horizontal From Aasembtp Tube • Oeaigi Pressure (psi) for Windom Aileched to a Vertical Freme AssemUy Tube Window Width • • • tmdlrl✓..1' �-18118' • f7f14r • 30' 33.1/Y 36' Window Widh 37' ••• Anchor 6�y • Anchor •Droop • • Grarp Arlofgr Croup AneMt Croup Anular Croup M AnoharCroup undo 23' AnchorGttwp 2615v18• 27.314• �` AU 33112' qC&D 35' B C&D 3T° B C&0 IAIdar23' Ancdor (;roup •ahY•8d• +7m90 Anchor Group +7m-811 Anchor Group r7m•78.6 Arn;hor Group +7a-80 Aratm Group +Tm�90 Ancien Orap Anchor C+aP +Tui -80 7 A B C D «8m-128.2 +801-118.7 +8a-108.8 CSD 84' +9a-130 +8m-139 +801-1� +Bpf-130 «8a-118.4 &D B LU S2 LLI • • • • • •�� Pretultue (ae9 9a WdMoxre Alffiahed ffi e Horizontal From Aasembtp Tube • Oeaigi Pressure (psi) for Windom Aileched to a Vertical Freme AssemUy Tube Window Width • • • tmdlrl✓..1' �-18118' • f7f14r • 30' 33.1/Y 36' Window Widh 37' ••• Anchor 6�y • Anchor •Droop • • Grarp Arlofgr Croup AneMt Croup Anular Croup M AnoharCroup undo 23' AnchorGttwp 2615v18• 27.314• �` AU 33112' qC&D 35' B C&D 3T° B C&0 IAIdar23' Ancdor (;roup •ahY•8d• +7m90 Anchor Group +7m-811 Anchor Group r7m•78.6 Arn;hor Group +7a-80 Aratm Group +Tm�90 Ancien Orap Anchor C+aP +Tui -80 7 A B C D A B CSD B qC&D A B C&0 A 4N7a•80 &D B qC&D A B C&D +Ta•90 urger Zr +7x90 +7x90 +7x90 +7x90 ala-� +7a-90 •1a90 •7a90 +7a-90 +7a-90 +7a-98 +7a-90 +7a-90 -90 +7x98 «7a•9D +Ta -90 a7a-90 +7a -8a rd 2618118' r7m•� +7x90 +7m90 +70190 +7m9D +7m -9D •7m90 «Ta90 +7m90 +7a90 +7x90 +7m-� .7x90 90 «7m90 «7x90 +7m-90 •7a90 +Ta9D +70f-90 38378' «Ta99 +7m-71.8 +701-90 +7x90 .7x-81 «7a•90 «7a90 +701 9D «7a9D +Ta9D .7x-90 +7a•9D .Ta -90 90 .Ta9D +Tm-90 •Tm-90 +Ta90 +Ta9D 48` •7x•73.1 .7.5/.3 *7x99 *7m•80 H54.8 +7a-90 .70190 +Ta-� +Ten-� +Ta.90 .Toi•97.b .7a•90 .7a90 MIU+7 -90 +Ta -90 +7a-90 -TW 90 .Ta$&9 .Ta90 +701-90 50-m8` H59.3 •154.3 +7a•90 +7m90 •1.81.4 +70190 •la9D •7a.90 +7a90 +7x-90 •7a83.2 •7a90 •7x90 90 +7a-892 +7a9D •7a-90 +70'•84.3 +7x90 80' *158.5 +/45.8 .Ta -847 +7a90 N51.8 +7a812 +7m•90 •Ten -75.9 +7x90 «7a-89.8 +7a-70.2 •7a-90 -77W .3 90 +7m•762 •7m -9D 'M ell +7a-712 +7mgp 83' +1.55.7 +1.43.8 +7x•80.7 +7a89.b +IA9.3 •7m-77.3 rTx90 Na -723 +7x90 +Ta -a5.3 •188.9 •7x90 +7x-78.6 m90 +7x•71.8 +7a•90 +7m50b y57.8 +7x90 • • • • • •�� Pretultue (ae9 9a WdMoxre Alffiahed ffi e Horizontal From Aasembtp Tube • Window Width • • • tmdlrl✓..1' �-18118' • f7f14r • 30' 33.1/Y 36' 37' ••• Anchor 6�y • Anchor •Droop • • Grarp Arlofgr Croup AneMt Croup Anular Croup AnoharCroup AnchorGttwp • A0 AU B qC&D A B C&D A B C&0 IAIdar23' +7x60 +7m90 •ahY•8d• +7m90 +7m821 +7m-811 +70F80 r7m•78.6 +7m90 +7a-80 +701-74.3 +Tm�90 • + +Tui -80 7 +Tm90 +7m90 +701.80 .TmAB.s .7m•80 +Tm90 +70184 .70%80 +7m-80 •7a9d 4N7a•80 «7m90 +70190 r7m90 +707-90 r7a� +70!80 +Ta•90 +7m90 +70690 +7m-90 R418r' + -90 +7116(!•+7m90 +7x90 + •70680+70190 +70690 +7m•90 +7m90 +7m8D x70/-90 r7a•90 +7a•90 «7m90 +7Dt-80 r7m90 +706+7a90 r7a90 +70690 +70690+7a-9pr7a90+70180 +7a90 +7or99 r7a90 +7x•90 +70190 +7a99 *7x90 «70690«7m90r7a-90 r7x90 +Ta90 «7m90 +7x90r7a90+70V-90 +70f-90 +7a90 +70690 +70690 r7a80 +Tm90 «7x90 +Ta90 +Tx90 +7au-90 +Ta -90 +Ta -90 +Ta -90 .7m-90 r7o690 +Tm90 +Ta90 ,7m•90 78• «7a9D r7x90 r7a90 +70!90 +7m90 r7m90 r7a90 +7a•96 +70190 +70690 +7x-90 +70690 e4• +Tx90 +Ta90 +Ta90 +7m99 +Tm90 +701-90 TART F %M Item Durg. # Description Material 1 7002 N In Frame Head, Sill & lamb 6D63-70 Alum 2 7071 Anchor Plate 6063.76 Alum 3 7003 Sash Top, Bottom & Side Rail 6063.70 Alum 4 7008 Frame Comer Key Steel 5 7009 Sash Corner Key Steel 6 7078 lFrameGasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam a 7070 Bulb Weatherstrl .187°x.275° Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock SupportPlate Sleet 12 7014 Mtdd-Lock Keeper Steel 13 7013 Tie BarGuide Nylon 14 7015 Tie SarAssembly Steel or SS IS 7028 1 Maxim DVW Operator WWk24" Steel 16 7027 1 Maxim Dual Arm Operator W>24" Steel 17 1 7030 10neratorGasket Vinyl Foam 18 1 7031 10peratorBacldn Plate Steel 19 1 7051 10peratorSpacer Block Nylon 20 1 7032 IStudilracket Steel 21 7033 Operator Trach & Slider Dual Arm Steel 22 7023 EgressHinge Heavy Duty),Manuf. by Truth Steel 23 7050 Egess Hinge/Washable HD , Manuf. IyV Truth Steel 24 Snubber, Anti -blowout alp Steel 31 Dura Seal Spacer Steel 32 1713 Setting Block 532° x 3/16" x 11/4" EPOM 33 1714 Setting Block 532" x 7/10'x l-1/4° EPDM 35 7036 land Bead B 6063-T8 Alum 36 7042 Laml Beed C 8083.78 Alan 37 7059 Laml Bead D . 6063.76 Alum 38 1224 W Ruth Ws Thick Flat PVC 70 39 1225 I tUst Thin Flex PVC 70 •See Dow899ShciWnB dd a 60 7006 n e • • 3105•H14 Alum •Bt• 7040 SneenCw erKe • • Polypropolene 62 screw!Goth • • • Fiberglass 63 1635 Screen S Ilne EM. PVC 320 of r • • • • Stainless Steel • 10• 134 Addon Flage 000000 8063.76 Atom 7004 Frame A Tube 80&3.76 Alum 80 26 Ph. Pn. Mach S:!TY B Stainless SteN e 1157 #8 x 2" P . Pn. SMS Stainless Steel 82 98 x%/9' F1. Ph. SMS • • • • • • Stainless Steel a • /8" FIL Ph. SNB Stainless Steel e 84 ft x 119FI. ft TEK sieldess Steel a 85 #8x 1" Quad Pn SMS • SteWass Steel e OW40✓1!Il•L�1J2" Quad Pn SMR • C StaWess Steel yy' Ph Pn. TEK Stainless Steel r9D #10.24x 9/16" Ph. Pn. TYPE F &!owes steel #12 x 1" Ph. Pn TEK Stainless Steal ASSEMBLY DETAILS A Ns T LYNN Qfj �7ji�i \ No. 58706 �•� 3113 0"; STATE OF '•.,FCORtOp'.� � Aw 1 NOM. 434' 2.019' .439' 21 Aar r-jr"3 -T j NOM. 1.169' �— 22W, 2.138' OFRAME HEAD, SASH TOP, SILL & JAMB BOTTOM & SIDE #7002, 6063 -TB #7003,6063-T6 � LL!"AM' .041r 1.00V i I 423' – OANCHOR PLATE FIXED SCREEN FRAME #7071, 6063-T6 �0 #7000,6063 -TO .ObO" .708' 4w .12V —T 35 BEAD B 3$ BEAD C O #7036,6063-T6 #7042,6063•T6 I r .17r .870' OSG 1— •888" 37 BEAD D #7059,6003 -TO " Lp? 01 , W.M., INTI, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKO1AS, FL 34274 CERT. Or ADTH. #29296 2.203' .083° 093° O7� ADDON FLANGE #134,6063-T6 aPProve4 as rnmPh'128 with gut RmweBa C e Date AWA9 Da act By I BOM AND CORNER VIEWS I J ROSOWSKI I 'EMENT WINDOW DETAILS - LM & SM 08/08/12 /Modetr ' Siofe: Sheet• DM" No. Rev: CA -740 NTS 1 10 OF 10 1 MD-CA740-LM 1.124- .12V 2.701 - Aar 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 2.203' .083° 093° O7� ADDON FLANGE #134,6063-T6 aPProve4 as rnmPh'128 with gut RmweBa C e Date AWA9 Da act By I BOM AND CORNER VIEWS I J ROSOWSKI I 'EMENT WINDOW DETAILS - LM & SM 08/08/12 /Modetr ' Siofe: Sheet• DM" No. Rev: CA -740 NTS 1 10 OF 10 1 MD-CA740-LM MIAMI D�ADE MM MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) PGT Industries 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 PERA— Product ERAProduct 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 "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D+' dated 10/07/2011, 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. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provitcred' M tie: uses Sy the manufacturer or its distributors and shall be available for inspection at the job site at the jg1e4t gf t e;BgildirJg Official. This NOA revises NOA No. 114405.10 and consists of this'pag0'1; wAdende pbgbsE--1, E-2 and E--3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D. Gas coRCP. E.. • • • • • • • .. . . MIAMI, uny Y :. : :. WIA No. 11-1013.14 + ; + "' Expiration Dale: March 26, 2016 • •. Approval Date: November 03, 2011 Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-11322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-101& ; • • •. t Jaime D. Gasco"k P. E. • • 0 • • PI-Pouct r-.optrgl Section Supervisor • ; ; . ; . • :NPA No. 11-1013.14 6plriitn Dift March 26, 2016 A#proval Datef November 03, 2011 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked --up drawings and installation diagram of an alumimun single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4948 and FTI, -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS i 1. Anchor verification calculations and strudiural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-01.28.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers' dated 05/05/2011, expiring on 05/21/2016. E-2 a 60 • . . . . • Jaime D. Gasco i, P. E. • - • • • . ,Prq juct ggqtroj Section Supervisor ' VQA No. 11-1013.14 iia*: March 26, 2016 Approval Bate: 'November 03, 2011 ••• • • • • ••• • • •• • •• • • • •• •• ••• 0 • • 906 0 0 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FT- "723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NDA No. 07-0322.06 and OS -1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. 000 •• ... •• • • • •• ••• •• • Jaime D, Gasc n, P. E. Product Control Section Supervisor ••• •�• ••• •�• ••: A0A No. 11-1013.14 • • • V • Dpitajoq D tj: March 26, 2016 • • • • • Approval Date: V.ovember 03, 2011 E-3 . ••• • • • ••• • • . . ... . . . ... • • • • • • • • • • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS. (SEE DETAILS ON SHEET 2) A 5/18" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/fG EPSAFE MAXIMUM1� II�EI� ASR• i i � • • i i • S. 5118" LAN CONSISTING OF (1) LITE OF 116° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .080 DLIPOUT BUNACITE ORS • MAXIMUM PVB INTERLAYER. • • • • • • • • C. 5J18" LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIIEEPSAI a MAMMM PVBW&RIJ%fER. • • • • D. 7/18" LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN ABO DUPONT BUTACITE OR SAFLEXOKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXfKEEPSAFE MAXIMUM PVB. F. 7116' LAMI CONSISTING OF (2) LITES OF 3/15' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR BAFl D�CEEP�F6lt (I(A1MpVE11�1 fiER•YAYGR : • • • • • G.13/18° LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND 6118' LAN CONSISTING OF (2) LITES OF IN ANNEALED GLASSWITHrN • • • • • s • • 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV13 INTERLAYER. • e • • • • • • • ® H.13M8" LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIRSPACE AND 616' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AWEI(1aa • • • � � i � • • • • OF IN HEAT STRENGTHENEdWLASS WITH A = DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/18° LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/16° LAMI CONSISTING OF (2) LM OF 118° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAM[ IG: (1) LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND 71161 LAM CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFL.EX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13M8" LAM[ 10: (1) LITE OF IN TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF WISP ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR 3AFLEWKEEPSAFE MAXIMUM PVB. L 13118' LAMI IG: (1) LITE OF IN TEMPERED GLASS, AN AIR SPACE AND 7118' LAN CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYEFt ®M.13/18' LAM] IG: (1) LITE OF 1I8' ANNEALED GLASS, AN AIR SPACE AND 6M8" LAMI CONSISTING OF (2 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ) LITES OF 1/8' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR 2. CONFIGURATIONS: P(X' 0/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3 DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13004)2. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. & SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4848. FTL-4847, FTL4848, FTL-4848, FTL-4860, FTL-4851, FTL-4723, FTL4957, FTL-49M AND FTL-WW. ANSI/AF&PA NM2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL & SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (I'IVHZb NOA DRAWING MAP GENERAL NOTES«...........1 GLAZING DETAILS......_....2 DESIGN PRESSURES..»...3 ELEVATIONS—— 4 VERT. SECTIONS-- 5 HORIZ. SECTIONS ........ 5 PARTS UST.. .................». 6 EXTRUSIONS......».._..._.. 7 CORNER DETAIL..._.. 7 ANCHORAGE-__... 5-11 PRODUCE REMED �0��\CENSE • .*'�% 05 lufaaaV.WQ o 10 1l JJ 10/07/11 D 2010FROUPDATH °r0b°p° BIp�OF c� Jit 04)9/11 c C1 MOOD OAP GLASS YPETOTEM�EDFROWHB ' „�o'� e`�'"� OO1f�O1�� P T GENERAL NOTES '%�'Apc•... ..... FJc tvvlaw KAM"a CH P,o, 1on ALUM. SINGLE HUNG WINDOW IMPACT '�iFSSIONA� ��� e,r" ae„e •sWprA �, A Llf`IIINII P.E. J JJ 229/07 NOKOMl8,�84�t4 1 Y11e r 811700 NT3 1 a 11 4040-20 O FLP.E.#68705 Or 1Pl' NOM. GLASS SITE Q ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 4p1f8° ANNEALED OR HEAT STRENGTHENED GLASS aria, NOM. 6/16" LAMINATED GLASS or or NGTHENED GLASS INTERLAYER NGTHENED GLASS GLASS A 13/16" LAMI IG GLASS W/ 5/16" LAMI TYPE ?EMPEREDFROMHB NOKOMIB FLEm70 A9LaaASS A &WNlQNO7B ro eq�c,sze Nowoe�,�a�a .. .. . . . .. .. . . . . . . . . . . . ••• ® NOTE: LAMI IG OUTBOARD LITES MAY BE • • • s WGR"P TO 3116° WITH NO CHANGE • • • • • • -IN DESKWN PRESSURE. • • • • • •• • • s •• • • • •• 1J�'•jjM••0 ••• • GLASS SITE �] EXTERIOR INTERIOR [� •• • •• •• (la IONS QD• • • • •• • • 3ri6- ANNEALED OR HEAT STRENGTHENED GLASS M SOLUTIA OR DUPONT PVB INTERLAYER 3ri6" ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/16" LAMINATED GLASS 11Y NOM. GLASS BITE m 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3WANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13116' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAW Full 1 2 . 11 1 404020 ARODUCrRUMM * • Q t* �jo Lt • � O,p� •.. FLOR�4P��C�: A. P E FL P.E.# 68705 . . ... . . . ... • • • • • • • • • • IM FLANGE OR INTEGRAL FIN WINDOWS WJ HIGH BILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83` 88" 88" 70" 72" T4" TABLE 1. 48" A,9.M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +00.0 -80.0 +80 0 60" I1,B,M +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 0-70. 02" A, ,M +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 +60.0 -80.0 +78.8 78.8 +77.3 77.3 +76.8 -78.9 68118" A,B,M +80.0 80.0 +80.0 -80.0 +79.8 -70.8 +78.2 78.2 +78.9 -76.0 +76.4 76.4 +14.0 74.0 UP TO 631/8" C,D,B,F.0.H,I,J,K,L +80.0 -80.0 +80.0 -80.0 I +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 ■m STANDARD VIEW 8 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44° 80 818" 63" TABU 48" A B,M +80.0 -80.0 +80.0 80.0 +80.0 -60.0 +80.0 -80.0 +70.0 1 -70.0 +70.01-70.01470.0 -MR. 60" A,B,M +80.0 -80.0 +80.0 -W.0 +80.0 -80.0 +70.9 79.9 +70.0 -70.0 +70.0 70.0 1 +70.0 62" A.g. +80.0 80.0 +00.0 -60.0 +80.0 -80.0 +78.9•78 8 +700 -70.0 +89 8 89 8 +87.8 87.8 831/8" A.B. +800 80.0 +80.0 80.0 +80.0 800 +78.0 78.0 +88.0 88.0 +88.7 89.7 +88.6 45.8 UP TO 63 Wr C,D.S,F, HAJ,K L +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 80.0 +70.0 70.0 +70.0 70.0 +70.0 -700 BASED ON FLANGED W WIDTH GLASS TYPE 63118" O.E.F.J.K.I. Wig 6118' LAW - 6118" LAMI - (1ffH+G,.0901/8'H8) 7110" LAW - 0118"A,.000. 31167A) 7/16' LAIN - (3/1(rA,.000, 3/18'HS) 7118° LAMI- /3/1S'HS._M. 3)18%41 FYL4848 F7L•4848 T G. 13118- LAW tO -1/8' T. AOR SPACE, 6119" LAMI - 1/8-A,.090,118'A) FTL4046, 4723 ® WL .O- MINUs "- " SASH HT' MEETING RAIL X' 44H BLL 3. 104 ISMS" 1 70.0 J. 13118- LAW 13 -110- T, AIR SPACE, 711W LAMI - (3/18-A,.000, 3/19-A) FTL4849, 4880 ABLE 4. K. 13118- LAMI 10 -1l8 T, AIR SPACE, 7119- LAMI - (3118-A,.090, 3119 -HS 1`71,4849,46110, 4989 G. 13118- LAW tO -1/8' T. AOR SPACE, 6119" LAMI - 1/8-A,.090,118'A) FTL4046, 4723 H.13/18- LAW 13 -1/8' T, AIR SPACE, 6118' LAMI - QArA,.089.1/8-HS FTL•4848 L 13118- LAMI IG -118.7 AIR SPACE, 6119- LAMI- 119-M..090,11WHS) FTL480 J. 13118- LAW 13 -110- T, AIR SPACE, 711W LAMI - (3/18-A,.000, 3/19-A) FTL4849, 4880 K. 13118- LAMI 10 -1l8 T, AIR SPACE, 7119- LAMI - (3118-A,.090, 3119 -HS 1`71,4849,46110, 4989 L 1311W LAMI 83.118' T, AIR SPACE, 7116' LAMI - 18"H8,.000, 3/16'HS) FTL-4549.48110 IM. 13118' LAM 10 -1/8'A, AIR SPACE, 8/18' LAMI - (1/8'A,.090, 1/8'A)A FTL-m NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DEMON PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. jh 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 818• MINIMUM TO 38' MAXIMUM ax I OwOVfl a a>lrvtass�rreioi Fizoael� MOKCA%FL3= ■ ( �■ ALUM.SINGLEHUNOW/N©OW /MPACT ";,gSIONP, ol• FJG ffRB/dsq 8 uw N POKOMB 74 mxwe •. A. LWIf�I'rwdi , P.E. F,K gym p� w aww NT8 3 a f f 4040.00 1 D I FL P.E.# 68706 I SEE DLO TABLE SEE DLO TABLE (MAX) 49 518" MAX. FDCED DLO (ALL) 0 j x —531/8° MAX. FLANGED WIDTH — 521/8" MAX. I.F. WIDTH D-1 75' MAX. I.F. p r� HEI 78' MAX. FLANGED !18" HEIGHT MAX. SASH HEI HT 481/4' MAX. VENT DLO (ALL) DETAIL A 1/1 DETAIL B VIEW (STANDARD SASH) g E+� 78' MAX 17S' MAX I I.F. I.F. SEE DLO I HEI T E –J HEI HT TABLE O j ® SEE OLD ® MAX. TABLE O j MAX. FLANGED FLNGED HEIGHT HEI SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4, SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. . . ... . . . ... .. .. . . . .. .. . s • • SEE DLO ••T LEp • O•• %•• • • • • •• • • 2 a 0 • x DETAIL C VERTICAL DAYLIGHT OPENING DETAIL IXED LITE LOW SILL HIGH SILL A 341/2` 34 3/lfr B 41 SW 41 1/4° C 411/4" 40 7/8' D 52 5!8' 5211/15° E 521/4° 52 5/15' SASH DETAIL LOW SILL HIGH SILL A 34112° 34 311 8' B 27 7/18° 271/8" C 27 7118° 27118" D 18 3117' 15 3/4" E 18 3/8" 15 314" TABLE 5. o7emem"WDRmrl ELEVATIONS KDWM,FLSWS �� 0— ALUM. SINGLE HUNG WI r---r— .=FL SCL74 _ Marbly Bawr NTS 1 4 d 11 4040-20 i• • 76" MAX. I.F. HEII IHT ® 76"1 LAX FLANGED HEI HT NO 4 * : No• 58705 =_ II f% STA P Z: Oit� ••. FIOR��: ' �� "I',;'PONA�-�` A LY(f1�figlkf , P.E. FL P.E.# WM INSIDE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)W FROM EACH SIDE OF SASH. INSIDE MA VENT DAYLIjft•OPENW• Eno NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT . • � or—IT� I I OUTSIDE Imo-- MAX FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS,& INSIDE 111 47 z HIGH SI LOW i SILL 48 LOW SILL HEAD Q OUTSIDE v (LOW SILL) 1_ • __.. _._, `J OTE ABOVE 54 (i4 11►I►► 3t%l ULTRALIFT 69 ONLY 12 ON Y�� SECTION C -C = *; No•X05 SECTION B -S RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL- FLANGED VERSION) ' o`, X7"0 to N :• �+�► JJ. F W/11 D NO CHANGES 7W gtAT��c JA W1 C HOCHANGE97HOSH�TECTi�NS ..FLOR��a�HIM— FA =6 a AWLASECTIOHBACONSOLVA7EFALCOSPONS M ro.sq�cls7B �— ALUM. SINGLEHUNQ WINDOW /MPACT '�i�sls/ Ulu P. �• smmmo a� ee.e oemr� as A. LY�R'(MQIREh�,�P.E. F A% E G ?��07 a ��4 �� Haff 6 a 11 4040-20 O FL P.E S 68708 . . ... . . .. .. . . . .. . . . . . . . . ... .. . . . . N INE -.136 DIA HARD TH MQ •688 X rfull.. • ,iiU(i1.�N • • • s • • 1A RAM �IfiGH 811ty • • • • • • AF ML HIGH WL) IW 888, 888 OR EQUN. W4e4�0•0?VEi1i8" • • • • • • • 2 1so 47 FRAME, I.F. HEAD ® 04071A. 6063-T6 ®4S FRAME, I.F. LOW SILL #4072A, 6083 -TO w.ncFn uv.uvwc,�cr v.u�v+ rarvwu i7w7 • 15:m ��• b";::. .: ;cR - i SB 1073 REEN 8 6Vti iCA4P Ory' K ��: 58 1 1824[SCREEN 8PLME-.138 DIA FOAMI 01624K FRAME, I.F. JAMB # 40748, 6063 -TO = No• 58 OFRAME. I.F. HIGH SILL ® ® g407ak 6083-T8 (USED AS RADIUS TOP HEAD) _ oojt�jl .4AA 1AG7/ff O NO CM4NO$47F9881�6T i e f PARTS LIST �0 SO owdoa*�wo�awaooromve P�T R '' ...oR' • �,' ,tR oe t a Clb{R fJAPC 887Y1'li704L�114PERFDFROMIiE9 4Loma ALUM SINGLE14UAIG WMDOW IMPACT ��'�.�,FSSIOPIP��`• F �urswe a P�+� . ... d a LYNIJ M4)N�P E JC B/f/OB J G ?/ 07 � + $Sem• 8t176D i6 6 a 11 404Zf 20 FL P.E.# SB705 h---2.784 r .962 O FLANGE FRAME HEAD #4002A, 6083-T6 1.749 2.710 .082 O FLANGE FRAME JAMB #4004.8063-T6 (USED AS RADIUS TOP HEAD) .082 2.839 �2.784� O FLANGE FRAME SILL (LO" #49030,6063T8 --JM�=082 1 •+1.461 OSASH STOP #4025,0003-T6 -+I 1'342 ff [--2.279 new— .082 I 155 1.170,7 21 FIXED MEETING RAIL23 SASH TOP RAIL #4054A, 6083HD-T8 #4W8C. 6083HST6 Imo-2.784—� Sg FLANGE FRAME SILL (HIGH) #4059A,6063•T8 F-1.513—i�. 738 .040 17 SASH STOP COVER #4063,6083 -TS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1 or 47 I i ill • i •• i i• •i 6 or 50 l 6 or 5U )— - SEALANT ALONG ENTIRE JOINT II.F. FRAMEQ 4 • • WELD ALONG SEALANT OR GASKETA BOSS (2) ( AT HEAD AND SILL I VIEW D -D MEW E -E (1/1 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -- -- .60 --� 1.165UL �- .876 -T_ 1.088-i ' 41 GLAZING BE, 5/160 #40398.60MT6 31 SASH SIDE RAIL #4008.600345 28 SASH BOTTOM RAIL(LOW) #4007, 6063T6 .060 1 m 1.098Ty lT O GLAZING BEAD 7116" #4222.608376 O SASH BOTTOM RAIL (HIGH) #4051A. W63 -T5 K==, FL W= D1DK01WZ%4 .050-►�� 1.115�� 45 GLAZING BEAD, 7/16- #9860.6983T6 (USED W/ GRILL KIT) I 060-y .678 1.098��� 42 GLAZING B , 5/16" #40448,6083•TS (USED W/ GRILL KM .83 060 Tf" T1.w O GLAZING BEAD. 13/11 #4087.600376 XMUSIONS & FRR4ME CORNER DETAIL ILUM. SINGLE HUNG WINDOW IMPACT Z; He/f — r 11 . . ••• .•. . . ••• .. .. . .. .. . • • • • • • • • • • ANCHOR QUANTITIES FOR in FLANGED WINDOWS TABLE 6. HEAD WINDOW HEIGHT SUBSTRATE: 28.803 34.603 40.603 46.603 1 52.603 58:803 84.603 • }8000 WINDOW GLASS V)O �O�ZZpcao ZO.-O8o MTG. RAIL or4z`'ZZ-OON JAMB BELOW IINDOWS p2��NpZ IW, IMPACT ozok BowBiu z�zzc3,ONzO.�pV ONOZ�z FL P.E# 68705 U U V U 1 U V C1 C) ti U U U O •V S WIDTH TYPE C,D,E,F,G, 1 18.125 H,IJ,K,L 12111 1 9 21112221222222222222222222222222222 _9 $ 2 3 A,B,M 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 •1 �• 1• 1121111'i 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N •1 1 24000 H,I,J,K,L 11211 1 1 2 1 2 1 2 1 2 :21:2 1 2 2 2 _9_ 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ABM 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 _1 _1 121112121212221222222222222222232222232223332233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 32.000 H,I,J,K,L 1212222312222312232:3 223232223332233343233343344 _1 _1 A,B,M 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121222231222239223232223232223332233343233343344 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 1 2 2 1 2 2 1 2 37000 H,4J,K,L 221 222231 22323222323222323232333343334353344 A,B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 ;22 2 3 3 3 3 4 3 3 3 4353 34 4PS 79 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,IJ,K,L 221 222232322232323232423333423343$3334453344 AB,M 2 2 2 t32 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2L2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3151313 3 4 4 5 3 3 4 4 PS 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2_ 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,IJ,K,L 222222232223232233242333342333342334353334453445 _2 A,BM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222222232223232233242333342333342334353334453445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 1 2 2 2 2 2 2 2 2E23 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 22222223222334233334233434343533343 $33454834$5 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 8 3 4 5 5 PSF 72 78 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 63.125 H,4J.KL 222222232223342334342334343334353344483445483458 _3 _2 _3_ A B.M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 12121212121212131212 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 313 4 4 4 5 3 3 4 5 4 8 3 4 4 b I��—I ALUM. SINGLE HUNG WI P.O. BQ7C 16% em.Bta,e Bet. B rroXoa®s.asma tRstbly Btruar NTS 8 e 11 1. ANCHOR TYPES: 9 - U4" ELCO TAPCONS 114" ELCO SS4 CRETE -FLEX • • #12 SCREWS 2. ANCHOR LOCAT1QQNNSARE BASED ON THE E&LOWII�� QIMEry,STONS. t • •FAD -18 2" i�AAAAXX.. ��RROM TOP CORNERS JAMBS -1712" MAX. FROM TOP CORNERS 1S" MAX. FROM BOTTOM CORNERS t • • •fg WX SWOW MTM RAIL • BILL 4ANCHGRS NOT REQUIRED • • •• • 3•IA PER THEADJACENT TABLE ANCHOR USING THE DIMENSIONAL CRITERIA OF OTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE TABLE KEY. MAX. PSF HEAD (DP LLMTfED) 118 JAMB ABOVE 2 3 HEAD 2 ODUCf REVISED In comptybe with tha I7orWo JAMB ABOVE 2 3 ce&G MTG. RAIL MTG. RAIL JAMB BELOW IINDOWS MTG. RAIL IW, IMPACT (FULL DP) HEAD JAMB ABOVE 2 3 MTG. RAIL. " JAMB BELOW 0.58 a MTG. RAIL ...,, oayaP ��•� "o.. S'S10NA� IINDOWS IW, IMPACT ��, A LY 4111LP.E. BowBiu 4040.20 D FL P.E# 68705 %• • ••• • • • • ••• •• • • % •• • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ,�ilnrtn.. LYNN WINDOW HEIGHT SUBSTRATE ------28.655 1 37.155 44.555 52.155 58.&55 87.155 74.85$, • • .000 • • ANCHOR TYPE. a a U 11 a s �NQ U U o 00 a U a a U a a U GLSSNZZZ ZM0 Z_CISzZZMO,Z M • Zc3 MO 04 rWINDOW �•U��g� �' JAMB BELOW C4 p PQp U�U2 U� pp 8 U U WmTH TYPE Pp S oR�o , ax of �" F' WARD VIEW 1OW IMPACT '�,SSIONA���� A.LYANMILLtIIi;�P.E. m.aow au 4040-20 D FL P.ES 56706 1 1 1 1 1 1 19.125 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _1 2 2 3 2 2 2 3 2 2 3 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1 •1 • t 1 1 1 1 1 1 2 2 2 1 2 2 2 2 _1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 _1 2 2 2 2 2 2 2 2 3 2 _1 JiL2 3 2 !C-22 191:2 3 2 PSF 79 • • • C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1 1 24.000 H 6J,KL 1 1 1 1 1 1 2 2 1 1 2 2 2 2 if -2 2 2 2 2 _1 2 2 2 2 _1 2 2 2 2 3 2 3 2 2 2 _1 _1_ 3 2 3 2 2 2 3 2 3 2 2 2 3 2 A,B,M 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 322232 PSF 68 77 O,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 32000 KLJ.KL 11 9 11 1 2222222322-2332133331213332233433243433243 A,B,M 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 ii 2T2 2 2 2 2 2 3 2L2 2 2 3 3 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF 59 67 78 C,D,E,F,G, 1 1 112 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,AKL 1 11 1 222223222333223333 3343333233433243443243 A,B,M 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 III 1 1 2 2 2 2 2 3 2 2 2 3 313 2 2 3 3 3 3 3131413 3 3 31213131413 3 2 A3 4 4 3 2 413 PSF 64 79 62 79 C,D,E F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2ff22 A0,000 H,I,J,KL -711-11-1 1 1 22222223223333223343 3343333343443343 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 33 33 34 34 4 3 3 4 3 PS 49 79 56 79 79 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 g4,p00 H,IAKL 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 33 42 33 3 4 4 4 4 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 ABM 2 2 z 2 2 2 2 2 2 2 2 2 2 J22 2 �33 2 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 4 4 4 3 41413131413 4 4 3 3 5 4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2W-3 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,LJ,KL 111 1 11 22222233223344 334444334444436444�43 54 A,B,M 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 -4T3 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 5 4 5 4 PSF 41 67 46 67 76 78 _4F4 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 83,1�r H,1J,KL 1 1 1 1 ITRI 2T21-272 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 -4T3 b 4 A B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 111111112121212 2 2 3 3 3 3 3 3 -4T4 3 3 -4T4 4 4 3 3 4 4 -47-4 3 3 4144 b 4 4 3 5 4 5 4 4 3 -51A4 IWy ALUM. SINQtE HUNG M P.O. BQX 1629 NOKOMt6 FL 8�ffi74 y/, jy gem saamtaa arc m 9 8tna9 NT5 e a 11 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS • • •3- :? JM* ELCO S84 CRETE -FLEX • • • 012 SCREWS .nHOR LC CATIQN9.MARE BASED ON THE Fyd�I.LLOrR i:QJMEWION3: HEAD -181/2° MAX. FROM TOP CORNERS JAMBS -17112' MAX. FROM TOP CORNERS 16' MAX FROM BOTTOM CORNERS • • •8t WX. &WOW MTG. RAIL i • SILL •ANCHORS NOT REQUIRED i 3hAj:PER TH�r1DJACENTTABLE ANCHOR U�iNIG THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE TABLE FAY: nCFW J JAMB ABOVE 3 3ty�.anu•ta9 MTG. RAIL _ JAMB BELOW MTG. RAIL abp UryLLUr) ,�ilnrtn.. LYNN HEAD 2 JAMB ABOVE 2 2 ���•��y ,ro �ssE MTG. RAIL �' JAMB BELOW N MTG. RAIL _ 6L Pp S oR�o , ax of �" F' WARD VIEW 1OW IMPACT '�,SSIONA���� A.LYANMILLtIIi;�P.E. m.aow au 4040-20 D FL P.ES 56706 . • ••• . . • ••. QIP �I� I" �IP �I`� IN 8Ir 8I�`9I" ZI� VI�� 8I< 0I� SIN 8I 8 cl, 3 19.125 D.E,FJ, 1 7 7 .1. 1 1 7 2 \Illlltr� 1 1 _ 1 1 ...2. 1 .2 1- _.2 1 .3._-..2_..3 1 1 1 KL SASH HEIGHT 2_ 2.2._--1+2--1.-12 SUBSTRATE. 2_2 2 21. 24.776 27.776 30.776 3 24.000 D.E,F,J, � 1 1 1 '1-2� 1 1 1 -2 1 '2 1 1 1 1 1 1 1 1 1 KL 1 1 WIDTH 2- 2-1--12-1-21-12- 3 3 2 3 3 2 3 3 1 1 0,EFJ, 1 'I 1 1 1 1 2 1 1 2 1 2 9 1 1 1 1 77 32.0WKL 2 2 1 1 1 2 2 2 3 2 3 3 3 _1 3 3 1 2 -3 T4^-3 3 4 4' 4 37.000 PSF 79 ie 2 1 2 2 2 2 3 37.000TE-,—FA 3 3 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 K! 1 1- 1- 2 2 2 3 2 3 3 3 4 -3 3- 3 4 3 4 4 40.000 D,E,F, KL P: 44.000 DEA KL PI 48.000 D,E,F, KL PI 63.125 D.E.F. ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. cam MAX PSF MI ° (DP LMTED) 112 JAMB BELOW 2 \Illlltr� ��� .I LYNN MTG. RAR ` SAO? N's "r (FULL DP)B TABLES, JAMB BELOW 2 = USTOM i//EW OAS • PLO SASH HEIGHT SUBSTRATE. 15.76 18.76 21. 24.776 27.776 30.776 31.106 ANCHOR TYPE.q12.776 WINDOW b'v cQaU_v " Q { tS $N$ $v$ WIDTH $ 19.125 11 1 1 1 2 1 2 2 1 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 1 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 -3-T--3T-3 4 3 3 4 3 4 4 3 4 44.000Be 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 83 721 78 -4-1 2 1 2 1.2 2 2 2 3 2 3 4 3 1 3 3 1 4 1 4 3 1 4 1 5 1 3 4 1 5 3 4 53.125 68 88 1 72 2 1 2 1 2 1 2 1 2 2 3 3 3 1 4 3 1 4 4 3 1 4 1 5 3 1 4 1 6 1 3 5 1 5 3 5 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX • • • 3 -f 0CREWS JAN I�CiCf=ONS4E BASED ON THE FOLLOMING DUUTEOI IONS • • • HEAD ••181/2' MRX. FROM°CORNERS • SwW-17 ijr%M FRdM TOP CORNERS 11112" MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW MTO. RAI. 18' BOTTOM CORNERS • QRS REQUIRED i xTaU THE COR QUANTITIES FOR CUSTOM °&"RVlWINDOWS FROIOTABLES 7. AND S. USING THE ° • °bINI�CN OF NOTE 2. USE TABLE 7. FOR pg� RAIL AND TABLE S. FOR BELOW. ¢¢ AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW [B� WINDOWS ARE 12 6W MIN. TO 33' MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLAKED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE S12E AND GLASS TYPE 18 AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LwrED)i 112 HEAD 2 JAMB ABOVE 2 KrM RAIL (FULL DP) HEAD2 JAMB ABOVE 4 MTG. RAIL coat+ ., ►013.1 ® TABLE 8. KEY: cam MAX PSF MI ° (DP LMTED) 112 JAMB BELOW 2 \Illlltr� ��� .I LYNN MTG. RAR ` SAO? N's "r (FULL DP)B JAMB BELOW 2 = USTOM i//EW OAS • PLO P FL 3= ALUM. SINGLE HUNG MNDOW, IMPACT �'�"'9lONAL °lDI�.FL s°2T4 i>�eib(j , aewse am •.r•w wm A. LYNI�IG(IU.�,I 8II7oo NT3 !0 s if 4040 -Zn D F! P.E.a# 687 3.36 KSI MIN. CONCRETE OPTIONAL Ix •, WOOD BUCK (SEE NOTE 4)--� EXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK I ®(SEE NOTE 4)1 •'•) 13w. MIM. 1/4' TAPOONA �! •b.3/4" MIN., 1/4° CRETE -FLEX • • ••• • . • ••• • • • • • • • • • • 1: FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED 1/4° ELOO TAPCONS OR 1!4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR T04PONCPIFTE EDGE iS 1 3We • *00 WOOD ANCHOR 2. FOR WOOB►AFWUOA4TIONS INWM14WM COUMV, USC %12 STEEL SCREWS (G6) OR )® U4° SS (SEE C AT FL d6 �e NOTE2&3 r,eruee nu .un unnroe}Sen,ne�a �n,er �ieanninuer,rueene 4. WOOD r=l 1!4° MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" 1/4° MAX. SHIM -1 I-+--1 M 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) BUCKS DERIGM IN 011SEOWISM ON 11HWAGDAS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO S13V THICK OR GREATER. OLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1PY MiN. �- UCKS TO BE ®ENGIN6. FOR ATTAACCHNW TC)I, Alt jT TFALLATIONlTFPj4L SUBSTRATESDICTIOM ME A MINI M STRENGTH OF 6063 -TG AND A MINIMUM OF 1/4' OWN NTHPESE �O�113111 B11C 3N FFCRAMESIMILARTOTHAT HOR SHALLBTHEALUMINUMISTRUCTURAL MEMBERSHALLTE MAX SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A, FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 130 THROUGH THE FRAME LM40 THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACTENT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FDO CURR, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008). WOOD ANCHOR, FH BELOW MEETING ® iRAIL. (SEE NOTE 2 & 3) I .. • •• 3.35 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETEDWOOBUCK SUBSTRATE (SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX 1!4" SHIM I .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 6' O.C. DETAIL F, (HEAD) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR F� :T:lrl 131" DIA. MIN. x 21/2" NAIL, ATCORNERS AND 5° O.C. 1S L.131 DIA MIN. (/ x 21/2' NAC., AT CORNERS AND 5° O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE e MWM.FL34= P.O.TI NOKOlm3FL 31274 slaw I NTS 111 d 11 1/4" MAX. SHIM -titillill" `*%`�.( LYNN Mlj��i,� i[. No 68705 .1Y PC RVD IMPACT. ... em A LW* MILD P.E. 40440 ZO � FL P.E.# 58705 MIAMI- MIAMI—DADS COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) i"%%v.miamidade.¢av/development/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product ERAProduct 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 ITD-101" Outswing Aluminum French Door w/ we Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal 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 revisAf bf change in the materials, use, and/or manufacture of the product or process. Misuse of thi;140ras an endorsement•":' of any product, for sales, advertising or any other purposes shall automatically teggj,X g this e o ' failurV• • ; ; • to comply with any section of this NOA shall be cause for termination and removal of ACOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dap` eQunty, ;Vjgd4a, and • followed by the expiration date may be displayed in advertising literature. If atV1k tion of the NOA displayed, then it shall be done in its entirety. • • .. • ..... *000 INSPECTION: A copy of this entire NOA shall be provided to the user by 4tox anufacturer or i; distributors and shall be available for inspection at the job site at the request of thebuilding Of fpjV,- 9006:0 This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 abd a. -Hence pages E-1, ; • • • E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.124516.02 Expiration Date: October 18, 2017 ,(S Approval Date: August 30, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-4, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F17,6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300—OV 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regul4tliy.Affairs (PERA). . . 6000 00.6.0 • .. , , ; 0000.. E. MATERIAL CERTIFICATIONS 6 6 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont De%emou= & Co., 1W.0 0 0: for their "DuPont Butacit& PVB Interlayer" dated 09/08/161-,-expiring400eri ITT 1/16.-; • • 2. Notice of Acceptance No.114325.05 issued to Solutia, Inc. *ftit "SMef and 0.6 6 Vanceva clear and color interlayers" dated 05/05/11, expirig-,gn 05/21/1' 0 0 0.6' 6 0 0 . 6 0000.. 6. 666 0 .0066. Jaime D' fiocqn, P1. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL--6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Janne D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NDA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.V', approved on 11/23/11 and expiring on 10/18/12. 0000 0000.. 0000.. 0000 0000.. 0000 . •0.0• •• 0000. •• 00• ••• • 0000 000 •0•• • 00 . • • • 0*00 • •0000. Jaime M icon, P. IV• Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E--3 •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • i NOTES: OUTSWING IMPACT FRENCH_DOOR(S) AND SIDE LITER0*0 000 ••• 1. GLAZING OPTIONS: • • • • • • • • • • • A. 318" LAM[ NOM. (.402') CONSISTING OF (1) LITE OF 11W ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE*MMUM • • • • • PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. • • • • • • • • B. 318" LAMI NOM. (.4029 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE • • • • • • • • • With 1110 Fled" per,,,` 21 No I2 b.O Ii prodmX MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. ' i C. 7/18" LAMI NOM: 44869 CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. • • • • • • • • • • • • D. 7/16° LAMI NOM. (.4659 CONSISTING OF (1) LITE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIRFyEPSw *0 *0 • • • MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 1S2 CONSISTING OF (1) LITE OF 8" TEMPERED GLASS. IW AIRSPACE. (1) LITE OF 11W, HEAT STRENGTHENED GLASS PLUS AN.09QP01i� • • kA� DPWAG MAO ® E.13/16° LAMI IG NOM. (.840% 311 INTERLAYER. OF DUPONT BUTACITE PLUS (1) LITE OF 3M8" HEAT STRENGTHENED GLASS. TOPIC SHEET 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES ._......... 1 S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. ' CONFIGURATIONS ........... 1 , O, , XO, OX, MO.OXX. OXO, AND 0)0(0. GLAZING MAILS......••••• 1 3. CONFIGURATIONS: XXX 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS 9F THE FLORIDA BUILDING CODE. FOR ANCHORAGE ELEVATIONS .................... 3 REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT. SECTIONS ............. 4 5. SHUTTERS ARE NOT REQUIRED. 1 HORIZ. SECTIONS........... 6 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST ........... _......... 6 7. REFERENCES: EXTRUSIONS ......... ........ 6.7W ATEST REPORTS DESIGN MANUAL. FTL-4964,5212 & 6864, ELCO ULTRACON NOA 11.0406.01,12-0126.09, ANSUAF&PA NDS-2006FORikOD CONSTRUCTION AND ADM -2006 ALUMINUM ANCHORAGE ................... 8-10 S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTSOF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS 9. CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: AN. - ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT -STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 6), IS REQUIRED ONLY AT ALL DOD$ TO SIDE LITE CONNECTIONS FROM TP, = TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 ° ® 91 30 30 30 Q OR '� N $ J p Q Z O p d g w J W p ad O O p U Z LLI m p P p o .- - W W a p Lu F- O ar � Z o LL O � p °d N 90�� 73 1/2°GLASS BITE 73Uu 11 1/2" GLASS SITE 74 1/2' GLASS SITE EXTERIOR EXTERIOR EXTERIOR a 94 a 94 a 94 1/8" AN. OR 3118" AN. OR 1/4" AIRSPACE HS.GLASS HS. GLASS 3/18° HS. 3/16" HS. 3118" HS.GLASS 080 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3118" TP. GLASS— LASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR (DUPONT SAFLEXIKEEPSAFE SAFLEXMEEPSAFE .090 PVB INTERLAYER 1/8" HS. GLASS MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 31W NOM. 7116'NOM. 13( M GLASS STACK GLASS STACK GLASSa- STACK = 3/8" LAMI NOM. 7/16" LAMI NOM. 13/16" LAMI IG NOM. ''goy GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 0 114. 82 - �� .......�/(//, ,� : 0 z:Z : z �., ��............ TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH e - 79 3/4" 1 7' - 83 3/4" 1 87 3/4" 1 91314" 1 8° - 95 We 3° 37 g 314" +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01-7500 271/2" O WIDTH 27 314" 361/8" 36 3/4" O WIDTH 36 314"+75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.01-75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01-75.01+75.6 -75.01+71.4 -71.4 +67.6 -67.6 +64.2 -642 +75.01-75.01+74.9 -74.91+70.4 -70.41+66.61-66.6 +63.1 -63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68-793/4" 70-833/4' 87 3/4" 91314" BO - 95 3/4" 2° 251!2" 40 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47A 271/2" 513/4" +54,9 -54.9 +51.8 -51.8 +49.0 49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.21+43.6 -43.6 +41.4 41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.11-43.1 +43.11-43.11+41.51-41.51+39.31-39.31 +37.3 -37.3 351/2' 67 3/4" +38.1 -38.1 +38.1 -38.11+38.1 -38.11+37.51-37.51+35.6 -35.6 39 371/2" g° 71 3W' +34.01-34.0 +34.0 -34.01+34.01 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C, D OR E 10 314" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.91-52.91+49.91-49.91+47.21-47.21+44.7144.71+42.61-42.6 36118" +35.21-35.21+35.21 -M.21+35.21 -M.21+35.21-35.21+34.41-34.4 36 314" +34.01-34.01+34.01-34.01+34.01-34.01+34.01-34.01+34.01-34.01 . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . ••• • NOTES# . . • • • • • • • •• • • •• • 1. GLASS ES: • • • • • • • • • • • A. 318° AMI (1 /8° A-090 PVB, 3116" HS) i i • i i i • i B. 31W 1(1/8° HS, .090 PVB, 3/16" HS) • • • • • • • • • 0:6 • C.7116 LAMI (3116" A, .090 PVB, 311(" HS) D. 7/16 LAMI (3118" HS, .080 PVB, 3118' HS) ® E.13/1 r LAMI IG (3/16° TP, 1/4' AIRSPACE. 118' HS..OgPj", 416- I V) • • • • • • • 2. COMBII IED DOOR & SIDE LITE WIDTHS FOR TABLE 1 0112. �' �' ' • MAX.fJXO WIDTH = 73.112" • • • • • • • • • MAX. C XO WIDTH =109112° • • • • • • • • • • • • 'MAX. O/OXX WIDTH =107 3/4' MAX. C XXO WIDTH =143 314' 3. SINGLE DOORS 33 518' WIDE OR OVER AND THE OPERABLE PANEL.OF DOUBLE DOORS 64118' WIDE qR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. 4�RROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMP� ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A M TABLE 1. OXO WITH GLASS TYPE A 3G' WIDE x 80' HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +67.61-67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 86' HIGH DOUBLE DOOR WITH 36 112"SIDE LITES DESIGN PRESSURE -+70.41-70A PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30".WIDE x 87 314' HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE _ +43.61-03.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314' WIDE x 80' HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE o +43.11-43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 6 FOR REINFORCEMENT DETAIL. `1 S 04 � U W 1 Z.y a� a O•�Z� Sidi 1 d � 4�O a U) o ,b J W po W LU rn .6 W ° c3 of o N LU Z o1 p a z 0 0 co. ff) IU t I. a o g2! o W 1 Z.y a� a O•�Z� Sidi 1 d � 4�O �i�� ,(4w-•.. .. —731Jr MMAX. ii_. I — MAX_ I SEE NOTE 4 OX OR XO 37 1/2" _A MAX MAX wg" HT. --1091/2" MAX.36 " �- — MA�X4"�� SEE NOTE 3 "r -- 36 MAX. • •• • MAX• • • • M*'age r ' ZQy. 49 . � ���ttltlifli��� es • *00 103 49 41 o lE E{ IE 0 953 X O SEE NOTE 4---�" OXO - --SEE NOTE 4 • • ••• • • • • •• • ••e •• •• • •• • • • • • • • • • • • 143 3/4" MAX.i " • • 3--•-�--SEENOT13�'-•-�►}38 4 • •• • MAX• • • • M*'age r ' ZQy. O . � ���ttltlifli��� es • *00 ooc 49 41 o O 953 W D) J p 10 N ca 0 i �' AC . X INACT 0 I SEE NOTE 4-� OXXO 41 -SEE NOTE 4 71 3/4" MAX 38 314" MAX. 24 9118" MAX. 33 5/8" MAX. DLO (TYP) B DLO (TYP.) G 49 41 G 95 3/el MAX. / 10 (TYP-) 54 3V MAX DLO (TYP.) DOOR DLO HEIGHT - HEIGHT -11318" DLO WIDTH'X' -DOOR WIDTH 4216/18" ►C Fr F DLO WIDTH WC = DOOR WIDTH/2 -11 5118" \AC UINAJ1 O SIDE LITE DLO HEIGHT - HEIGHT -11318° DLO W IDTH = WIDTH -3118" A-- X A--' 41 B O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2' FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP'X' AND" DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OK,'OXO''XXOP,'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR'X' AND WV DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (WC DOOR - DOOR WIDTH/2 -4.079) co CNI V_ 6O?;tea r ' ZQy. O . � ���ttltlifli��� ooc $ g o O W D) J p c N ca LL, WCIC co y co) W Z N Q o Ed �N ® � N �.. 1Rik 1a o g2 •,S ♦'ta ,' 6O?;tea r ' ZQy. Cq ;�6j` . � ���ttltlifli��� Y 1-11% 1 IV/'11- TERIOR EXTERIOR 60 SL SECT. B -B VERTICAL .. .. . .. .. .. . . . . . . . . . . . Rio, . . . . .. .. .. . . . . . . . . . . .. IL� SL SECT. B -B VERTICAL .. .. . .. .. .. . . . . . . . . . . . CLEAR -COLORED L E FIT •s • • • •• •.• •• ..•...�• •. • • �A'I.LIa�.IAMi SL VIEW G -G CORNER ASSEMBLY AT SILUJAMB N 4 N � I— �, U W J O �a « o U co CO o z N wY F = U �CD r O� U. 04 4 N LL Q a IR o� "011111111, ,�,. 3� Rio, . . . . .. .. .. . . . . . . . . . . .. NTERIOR CLEAR -COLORED L E FIT •s • • • •• •.• •• ..•...�• •. • • �A'I.LIa�.IAMi SL VIEW G -G CORNER ASSEMBLY AT SILUJAMB N 4 N � I— �, U W J O �a « o U co CO o z N wY F = U �CD r O� U. 04 4 N LL Q a IR o� "011111111, ,�,. 3� Rio, S 0 Y2O ? Z . �fe = j MAX. x WIDTH „ HORIZ.� v SPACINGS SAME AS MAX SL VdIDTH►I 67 JAMB ANCHOR SPACING MAX. SL WIDTH—�•I I I (SEE SHEETS 7, 8 AND 9) DLO \ / 'o SL SECT. E -E 62 HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY • • .•• • • . ••. INTERIOR EXTERIOR vw SL SECT. F -F HORIZ. (SINGLE SIDE LITE) r. a ••'- • I• sz N_ Q O a J WO �r y O Z LL W O .Z UriI UO w In = jf2 Z W Z LL o dN �N O N a a d= s� "0011111 flit,, cci . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... lum 11*125111 05!(0.0 Acoapmnce �y • `/ TS ® 04 D ® o O d ® o ®o ® -J op H O cLASS, w o LL PVSi Q??� ad co O W ® N O U Q Z 604—+1 Q LL r (� N J LL a OUTSWING THRESHOLD 13 CHANNEL COVER GASKET �83T8� 6 I+--2.760—� 650 Q�a 22 TUBE MULL J ITEM DW01� POT# DESCRIPTION 1 9438 80411 FRAME HEAD 2 1010 60340 WSTP.,O-LGN .180 X .375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X.300 HIGH 4 968 7955X FLUSHpOLT STRIKEPLATE 5 838 T938X 2 PT. LOCK STRIKEPLATE 8 1906 7958A RAM HEADS STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.500 PH. FL MS - S.S. W/SILICONE PATCH 8. 898 70986 GASKET (BETWEEN THRESHOLD &FRAME JAMB] 8 898 70888 GASKET (BETWEEN HEAD &FRAME JAMB) 90 852A 8633018 FILLER ADAPTER 11 11000. 811000M OUTSWING THRESHOLD 12' 1870 871870 WSTP, .350 RD FOAM ILL TSLOT AMSBURY�11j 13 11004A. 811004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411. 1A ACETAL SPACER . b (INHOUSE INJECTION MOLDED) 18 19002A 414002A ACETAL 3PA .088 (INHOUSE INJECTION MOLDED) 18 11003A 411003A ACETAL SPACER .140 UNHOUSE INJECTION MOLDED] 20 816D 803 F JAMB (OUTSWING) 21 1010 W$ .,Q -LGN .180 X .37b HIGH . 860. 86898M RE RC ENT, 1.000 X 2.760 X 0.850, 6081 -Tb 23 1140 8X112PSATS X1. 0 A /S 24 71 EW COVER CAP 26 930 41721 LA1E INSERT 28 1178 10X34PFA #'10X.760 PH. FL MS 27 7070 870 U WEA ERSTRIP .1 .300 HIGH 30 910D 990 OR EL, TOP & BOTTOM RAIL 31 gills 811 PA-Ng[:—SWI 32 917 7FRM0 E EXTRUSION 33 1978 71068FP W,B 1!10X.826 H. FL MS 34 813A 80378M S CLAMP —39-1130 eTROQA 5116-18 THREADED ROD 38 A 5M8 -is HEX NUT 37 814;4 80378M WEATHERSTRIP C NEL 38 7834FPT 9/8X.76 PH. FL TEK 39 887 70897 (BETWEEN PANEL HEAD/Spl S PANEL STILES 40 1023 879240 W$TP., .187 X.280 HIGH, FgJSEAL 41 828 41720 S OL ASSY. (INACTIVE PANE ONL 42. 1148 78X12FPAW X.b00 PH FL SMS TYPE BDS 43 1212 7 81LL T PLUG (INACTIVE NL} -U- 8 B 8983 DOOR NEL ASTRAGAL 1 (OUTSWING 6 8848 898.4 DSR PANEL ASTRAGAL 2 (OUTSWIIVti) 48 1213 80200K WSTP.,O-LGN .190 X.200 HIGH 47 928 74UBLOK LOCK SUPPORT ASSY. (41707 8 41708) 48 1138 7834E q8 X .764 PH. FL SMS 49 882 D2P AY 2 PT. LOCK ASSY. 60 8R180FS RUBBER SLEEVE 61 .830 41721 STRIKE PL MISERY (INACTIVE PANEL) 62 931 7F PX DEADBOLT STRIKE PLATE 53 1118 71 PFA !!10X.750 PH FL. SMS 64 967 70857X HANDLE STRIKE PLATE 55 1918 710X34PFA 1#10 X.75 ITEM WG a/ POTS DESCRIPTION 60 6920D SIDELff�C HEADER • • • • • • 81 929D 8821 SIDEL • • • • 82 8B 80381 31 ELITE. 9 • • • • • 83 1166 781P #8X4. 0 N. S 84 7998. HEAD GASKET$ ( TOCKINC3 9170896) 88 889 7999 SILL GASK $TOCK G #709W) 88 81841M SIDEL PTE 87 9/'12 1. SHE T E L C • • 0 712863K 3ETI11NG 4 A. 86 -8 DURO. 71 71287K SETTING BL" 9h8°!(1!E° 711°4U/PSA, 85 +US DURO. 72 .. 84222 BEAD, 7/ 73 8888 BEAD, 3!8° 74 7B BEAM; 13/18° K3 80. 8 14 1/4° URgSEAL,K�IPACER 91 � 248 BULB, I ' $ D9N E DED EA ) FluclONE.- B,IRlo83224247 BULB, THICKUSEDINUDEB,94. LAZING W 889 0R 8b I -1/ A, .90 PVB; 911 H3 98 LASS, 3/8" . I .-.1/. H$, .90 VB, 3198' HS 87 _LASS, 7178 MI - 18" A, .90 1 HS LASS, 3118° MI - 3M8° TP,1/4° AIRSPACE, 1! HS, .80 P 18° HS 103 0 PH FL. SMS ITEM WG a/ POTS DESCRIPTION 60 6920D SIDELff�C HEADER • • • • • • 81 929D 8821 SIDEL • • • • 82 8B 80381 31 ELITE. 9 • • • • • 83 1166 781P #8X4. 0 N. S 84 7998. HEAD GASKET$ ( TOCKINC3 9170896) 88 889 7999 SILL GASK $TOCK G #709W) 88 81841M SIDEL PTE 87 9/'12 1. SHE T E L C • • 0 712863K 3ETI11NG 4 A. 86 -8 DURO. 71 71287K SETTING BL" 9h8°!(1!E° 711°4U/PSA, 85 +US DURO. 72 .. 84222 BEAD, 7/ 73 8888 BEAD, 3!8° 74 7B BEAM; 13/18° K3 80. 8 14 1/4° URgSEAL,K�IPACER 91 � 248 BULB, I ' $ D9N E DED EA ) FluclONE.- B,IRlo83224247 BULB, THICKUSEDINUDEB,94. LAZING W 889 0R 8b I -1/ A, .90 PVB; 911 H3 98 LASS, 3/8" . I .-.1/. H$, .90 VB, 3198' HS 87 _LASS, 7178 MI - 18" A, .90 1 HS LASS, 3118° MI - 3M8° TP,1/4° AIRSPACE, 1! HS, .80 P 18° HS 103 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . ... . 1.750 -1.750 -1.750 1.760 • • • 000 • i • • • • i • •� M � ODUCTMEWED E BIaMa • • • • • • • • 010 1.620 8 i i • •1.480 • i • • i� Apspmacoly ��r�,�� .250�I Imo- aAaF�odmt tro • • • • • • � 1PIB4THER 4.626 4.726 4.726 4.728 • • i • i i t -yTRIP CHANNEL .062 3.000 • • •0� • • • • 8063-T5 4 N_ 0 4.000 �2 4.100 082 4.100 .082 4.676 • • • i • • • i i i • • • • • 1- 4.675 0.376 �S U 4.100 �c g A 20 DOOR FRAME, 2.125 .125 C JAMB 8083-T8 Jl J DOOR PANEL DOOR PANEL POOR dANEL DOOR PANEL L O 80 Lu TOP & BOTTOM RAIL 31 SIDE RAIL 8063-T6 6083-T6 O INTERIORASTRAGAL 4rj EXTERIOR ASTRAGAL O HINGE to LL 6063-T5 , j 6063 -Ts 1.s7s 32 W63 -T5 ea O �3 3.111 �1.500� -+-i --.sse L I-+-.525 -`i .890 - O co �� 683 '� O �T� 760 j� 050 1.400 .050 �I� f ObO .172 ® Z Z L TRUSS CLAMP 3W GLAZING BEAD 7118® GLAZING BEAD .683 r-.060 O 10 FILLER R6083-T8 HEAD ADAPTER O 6053-T6 73 6063-T6 72 6063-T53.000 = LL p �--3.100► -^I 1.082 3.000 10 GLAZING BEAD 1.479 62 SL JAMB 74 6063 -Tb O 6063 -TB lima �0-f 1.272 1.479 r9 -1oi� v� -1 Ab4 6.468 .075 5212088 6300 a OFRAME HEAD 6' .076 80:9z 8083-78 j 4.588 L I 2.980 `````N 4.078 1.489 .76x0 .060- `�." .3N .469 T _ 2� 6 Ul 3000 tom -3.100-►{ h o; Z` SLJAMB ,r?�' 4n r+: 0_ OOUTSWING THRESHOLD O SL HEADER o SL SILL B6 ADAPTER 11 6063-T6 60 6063-T6 61 6003 -Te 6063 Te-,,?°y�•p���` d a ZONE C"� °F"—tZ'E" fZONHEAD E U° HEAD I ZONE °D°--1 a ZONE "E" a a z 0 X z z XX OXO z Z z 0N 0 N SILL BILL ZONE-{ 0 N mSILm SILL �ZONE'D°--- 4-- BILL--4 m A �ZONELC°~ 1 OSC••���•�• SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 • • • IV • • AP1 OR L • • • • pn • • to a�Y SPACED AS HEAD f- +_,nn,,,..--- -ZONE-f E1D 6° °F"—tZ'E" 0 kn SILL _ ZONE "E" SEE TABLE 6., SHT. 9 HEAD HEAD � yco OXO • • • • • a Z z BILL °� SILL BILL ZONE-{ 1 LOCATION. a<2X�O ~-ZONE- }— Oar —} ZONE-} „E„ ZONE "F' "E" SEE TABLE 7.. SHT. 9 HEAD f --ZONE E' --i 6° °F"—tZ'E" 0 O SILL _ ZONE "E" SEE TABLE 6., SHT. 9 HEAD HEAD 7N= D ZONE F° aE° SEE TABLE 7., SHT. 9 RN m . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . -ZONE'D'—rZ&'E °F"—tZ'E" 0 I a .XXO OR OXX d � yco • • • • • a BILL °� SILL BILL ZONE-{ x = MINIMUM JAMB ANCHOR 7N= D ZONE F° aE° SEE TABLE 7., SHT. 9 RN m . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . rZONE HEAD ZONE "D"•ZONE HEAD �'l • • • • • • 0 }-ZONE-� OXXO — SILL SILL 4Z • • • • • • • • •• d •..........•. yco • • • • • a • ••• ••• •• • • x = MINIMUM JAMB ANCHOR LOCATION. a<2X�O •• • . 2n • •• ••• •• 1 OSC••���•�• _ AD ON0 B TION, • • • IV • • AP1 OR L • • • • pn • • to a�Y SPACED AS REQUIRED PER TABLES 3.7 ON SHEET 9. BILLZONE *I? SILL �ZONE'D - SEE TABLE 8., SHT. 9 HEAD HEAD HEAD EXAMPLE rZONE �ZONE'F°�ZONE'F°�ZONE-{ %: 0 }-ZONE-� OXXO — SILL SILL 4Z JILL � z NO Q "E° ZONE °F° ZONE F" ;E' SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 314.700 DOOR, WITH 19"x 83 314" SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE LITES: (" MAX. FROM CORNERS AND 24 3/4' MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES'B' AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713/4" x 83 3/4" XX DOOR ZONE 'F' ANCHORS FROM TABLE 4, SHEET 9, EACH 'F- ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+6+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • = ANCHOR LOCATION FOR EXAMPLE ABOVE A F 0 ccl) Qo a W J � � 0 U Z c/) ZZ O •(f Wo !l Q W = La U o dC'j O LL �N U 0 L6 O O r P 0 LL a %: 0 ul l d •..........•. yco §2! %: 0 ul � Y2Q •. z d •..........•. yco •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • ••• APPROVED ANCHOR TYPES: 1� 1/4 is:°EMT NS � Yixs ohda 2P 1/4" ELO.O S5 4 ORETE-MEX A X11012~ `�, ZtX • MASQ�4W ANCHORS ul ILI 3. #12 SCREWS (G5)0 P`0 • ••• s• 4. EIICIRCLED ANCHOR UP RULP • QoANTITIIt•IN TABLES 4 N p • • AMD 7 PERTAIN TO THE � � • EMMP'LE ANCHORAGE U SOLUTION ON SHEET 8. 0 ® Q co -� O W LU J t - W N A O fA 0cc LL 014 O 4D J Cf CD 00 p P LU j Z z cy LL, a,N o 04 LL o a� n 919 �. leiib'ud N/O10 4�', '2� ' �! _= :'fir, "<' 0-yto s co ' :yO9 ' �Qco �: 4 �1/''� * . .. per```. �rrrrrnl��t�` TABLE 3. X DOORS On TABLE 4. XX DOORS ® TABLE 8.0 SIDE LITE Q TABLE 6. XO 8i OX ® TABLE 7.0X0, XXO, OXX (ALSO X DOOR OF XO & OX • • O (T • GLASS TYPES A. B, C. D, E GLASS TYPES A, B, C, Q. E GLASS TYPES A. B. C, D. E GLASS TYPES A, B, C, D, E GLASS TY�ES B, C, D. E� ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR P SUBSTRATE 2,3, WOOD 1,2, CONC 8 SUBSTRATE 2,3, WOOD 9,2, CONC $ SUBSTRATE 2,8, WOOD 7,2. CONC &SUBSTRATE 2,3, WOOD 1,2, CONC & 3U83TRATfE 2• � iii � �'il�� OQOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES Y�SS LOAD ZONES DOOR WIDTHS LOAD ZONES DDDR WIDTHS LOAD ZONES °X - 25.b0 w °JOC - 47.7 m 'O' - 10.76 '7N - 2b.60 %N - 26. TO 37.50 TO 71.7 TO 38. r TO 37. TO 37.50 • [� W PJB (��Q O 79.7 � � 3 m ►_� z�� � � m� SIDE LITE WIDTH x M• x x $ x x x 3 WIDTH x HT: � � x HL o 0 0 o WIDTH x HT. o o x x o o x x MOTH x HT. o 2bb0 x 79.76 6 2 7 4 2 3 47.7b x79.7 4 3 8 4 2 3 10.7b x78.7 4 1 4 1 10.75 x79.7 ' 4 2 � 4 2 10.75 x 78.7b 4 2 4 2 83. 8 2 7 4 2 3 83.75 6 4 7 4 2 3 Q3.75 4 1 4 1 83.76 4 2 � a 2 g 83.7 4 2 4 2 87.76 b 2 7 4 2 3 87.76 6 4 7 4 2 3 87.7 4 1 4 1 87.7 4 2 fY 4 2 K 87.7 4 2 81.7b 6 2 7 4 2 3 99.7 6 4 7 4 2 3 81.76 4 1 4 9 91.76 4 2 � 4 2 C 81.7 4 2 3 4 2 3 85.75 8 2 7 4 2 3 86.7 6 4 7 4 2 3 8b.76 4 1 4 1 95.75 4 2 86.7 27.60 x 79.76 5 2 7 4 2 3 51.7b x 79.75 b 4 7 4 2 3 12.7b x78.75 4 2 4 2 12.76x78.76 4 2 � 4 2 � 12.76 x 79.7b 4 2 4 2 83.7b 8 %74 2 5 83.76 S 4 7 4 2 3 83.76 4 2 a s 83.7b 4 2 `f 4 2 .f 83.7 4 2 4 2 87.78 6 2 3 87.75 6 4 7 4 2 3 87.7 4 2 4 2 87.76 4 2 m 4 2 m 87.7 4 2 4 2 81.7b 8 2 b 91.7b S 4 7 4 2 3 91.7 4 2 4 2 81.76 4 2 F 4 2 � 81.7 4 2 4 2 K.7b 8 2 b 86.7b 8 4 7 4 3 S 96.7 a 2 4 2 96.7b 4 2 Op a t O 86.7 4 2 4 4 2 29.b0 x 79.7b 6 2 8 4 2 3 66.76 x79.76 6 4 7 4 2 3 19.00 z 79.75 4 2 4 2 19.00x78.76 4 3 LL 4 2 � 18.00 x78. 4 3 83.76 6 2 8 4 2 3 83.7 6 4 7 4 2 3 83.7 4 2 4 2 83.7b 83. 4 3 W 4 2 W 87.76 8 2 8 4 2 6 87.7 6 4 7 4 2 3 87.76 4 2 4 2 87.7 4 3 4 67.7 4 3� 4 2 p 91.75 8 2 8 4 2 5 81.76 6 4 7 4 3 5 91.76 4 2 4 2 91.7 4 3 4 81.76 4 3= 4 2= 9b.7 8 2 8 4 2 6 95.7 8 4 8 4 3 6 9b.75 4 2 4 2 86.7 4 3 4 -2] � 86.76 4 3 4 2 31.60 x 78.7 8 2 8 4 2 3 69.76 x 78.7 8 8 8 4 2 3 21.76 x79.76 4 2 4 2 21.75 x78.7 4 3 g 4 21.75 x 79.75 4 3 w 4 2 w 83.7 8 2 8 4 2 6 881.7 S S 6 4 2 3 83.7 4 2 4 2 83.7 4 3 ui 4 � 83.76 4 3 rQ 4 2 87.7 8 2 8 4 2 6 87.7b B b 6 4 3 6 87.76 4 2 4 2 87.7 4 3 w 4 m 87.76 4 3� 4 2� 81.7 6121 8 4 2 6 81.7 8 b 8 4 3 6 81.75 5 2 a s 81.7 5 3 � 4 2 � 91.76 6 3 p 4 2 p 86.7 7121 10 4 2 6 �.7 8 b 8 4 3 6 .95.75 6 2 4 2 86.7 5 3 4 2 9b.76 5 3 4 2 i3 33.60 x 79.7 5 3 8 4 3 3 83.7b x 78.7 5 b 8 4 2 3 27.76 x 78.78 b 2 4 2 27.76 x78.7 6 3 4 2 27.76 x79.76 5 3� 4 2 m 83.7 8 3 8 4 3 b 83.76 8 b 8 4 3 6 83.76 b 2 4 2 83.7 b 3 83.76 6 FaF. 87.7 8 3 8 4 3 b 67.76 8 b 8 4 3 6 87.7 b 2 4 2 87.78 b 3 4 2 4 87.76 6 3� 4 2 g 81.7 7 3 10 4 3 6 89.75 8 5 8 4 3 5 81.7 S 2 4 2 81.7 8 3 � 4 3 � 91.75 8 3 4 3 95.7 7 3 10 4 3 5 95.7 7 8 10 4 3 5 86.76 8 2 4 2 85.78 8 3� 4 3 4 95.76.8.3. 4 3 36.50x79.7 8 3 8 4 3 5 87.76x78.76 8 b 8 4 3 5 38.13 x79.7 B 3 4 3 38.13 x 79.7b 8 4 4 3 F' 38.13 x 78.76 8 4 4 3 K4.7 8 3 8 4 3 5 83.75 t65 4 3 83.758 3 4 3 891.76844383.758443 87.7684387.7584 387.76 7343 87.77543a 87.767 6 4 3 91.77.310491.76 90 4 3 fi 91.7b 7 3 4 3 91.7 7 6 Zp 4 3 Zp 91.75 7 6 a 4 3 w 57.60 x 79.7b 8 3 8 4 3 6 71.75 x78.7 8 5 8 4 3 6 38.75 x79.75 B 3 a 3 [96.7 44383.78 3 8 4 3 6 7 3 10 4 3 b 83.76 67.786 8 6 9 4 3 6 9 4 3 6 B3.7b 87.7b B 3 4 3 7 3 4 3 79.76 83.76 87.7 Bo438.75 8 44383.7684W43w8776 x79.8 7 54387.7764391.7 85.7 7 3 10 4 3 6 7 310 4 3695.77 81.761043 B91.7574 81043 5 96.75 391.76 74 36 � 4 3 � 7 84 9b.76 7 8 3 4 3 7 64y81.75 7 5 2X WOOD BUCK NOTE 2 I 3w MIN. X13/4' 1314" 3.4 � KSI MIN. CONC. MIN 47-NiN E.D.-i 1X WOOD I 3/8" TYPE I NY BUCK NOTE 2 t 1 3f4" TYPE 2 —1/4 MAX EXT. SHIM CONC. ANCHOR, NOTE I DOOR HEAD(CONC) 111 TYPE I OR 2 (CMU) -1 318" TYPE 1 (CONC) 114° MAX. 1314- TYPE 2 (CONIC) 3WMIN.E.D. 114° MAX. u I ra U� SHIM WOOD ANCHOR TYPE 2 OR EXT. 3, NOTE 1 D( (WOOD) 13V 1/4* MAX SHIM MIN. WOOD -1 ANCHOR f ON CONC NOTE I STAGGERED ANCHOR '� 4-,* ONA.\L-WOOD STAGGERED :.� O ANCHOR, CENTERS, 314" MIN. E.D. TYPE NOTE I 20R3, 2X WOOD _I EXT. IX WOOD SUCK 1.6 KSI MIN. CMU OR BUCK NOTE 2 NOTE 2 BUCK NOTE 2 IX WOOD BUCK. NOTE 2 3A KSI MIN. CONC. EXT. DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONIC. ANCHOR, R 3, NOTE I NOTE I D ANCHOR - WOOD OR TYPE 2 OR 3 NOTE I I CONIC. ANCHOR, NOTE 1 LtOR - 1X WOOD EXT. _ BUCK NOTE 2' 1!4' MAX NOTE3 EXT. /4" MAX ,/-1/4* MAX.1/4° MAX SHIM SHIM SHIM 1 3V TYPE I aw IN. 13/8'MK M w, 13/4' TYPE 2 afa" TYPE 1 3.4 KSI MIN. �:-W.- 314"TYPE 2 1 314" 3.4 KSI MIN. CONC. CONC. 2X WOOD BUCK, NOTE 2 IN. E.D. 2X WOOD BUCK, NOTE 2 13(4* DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) MIN. E.D. NOTES: SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED FICO 1/4' TAPCONS EMBEDDED I 3f8r MIN. (IyPE 1) OR IW SS4 CRETE -FLEX EMBEDDED I 3f4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE 18 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4- S84 CRETE -FLEX ANCHORS EMBEDDED 13(8- MIN. (TYPE 2}. 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN I 1W THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2K ARE I 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (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, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK NOTE2 EXT - 3.4 KSI MIN. CONC. IX WOOD BUCK, NOTE 2 --:t • • 13/0' MIN. • • MAX SHIM WOOD 0013 0 ANCHOR TYPE YPE 2 OR 3. 01 rNOTE 1 31W MIN. CONC. ANC TYPE 20R3, NOTE 1 1!4" MAX. _I 314 41 9V TYPE 1 I U' TYPE 2 000 * —1/4" MAX. SHIM 8NC.go* so * WOR, 0 ITE I• Soo 00 AD (CONC) 1 1/4' TYPE I OR 2 (CMU) I 318r TYPE I (CONIC) 1314" TYPE 2 (CONIC) 1314" MIN. E.D. 1 .1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONIC. MIN. E.D. 2 C4 Z ........... a �Z41 c . 0 LO W LL 0 J 10 0 0O co UJ m W0 Z z w 0 W U' d C4 'L C CG4 z ax 92! %%%011111111" ........... �Z41 c .